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HomeMy WebLinkAboutConstruction Plans for Woods at Lions Creek _— -- I— 6 I 5 —_ z 2 DESCRIPTION: • oo 4gT on Nest Half of the Southwest Quarter of Section 19, Township 18 North, Range • .-.r ' o par o the West Half of the Northwest Quarter of Section 30, Township 18 � / \ \,0 O � U je 3 East, both in Hamilton County, Indiana, described as follows: CONSTRUC PLA ( G 00 00 RT 'd � ,,,Icing at a 1/2 inch rebar at the Southeast corner of said West Half of the �� Northwest Quarter Section; thence North 00 degrees 24 minutes 10 seconds West along 00 00 O M th East line of said West Half of the Northwest Quarter Section a distance of 2100.80 .-� It o V 00 feet to a MAG nail at the POINT OF BEGINNING; thence continuing North 00 degrees 24 / z M M 0 a/ minutes 10 seconds West along said East line a distance of 544.95 feet to a 5/8 inch M W U rebar at the Northeast corner of said West Half of the Northwest Quarter Section; thence W North DO degrees rt minutes 38 seconds West along the East line of said West Half of ��� 1 _ T A the Southwest Quarter Section l distance of 1234.5e feet; thence South f degrees 48 1/��/l PRE P� yy,� FOR- TH �11 minutes 17 seconds West parallel with the South line of said West Half of the Southwest L-/ Quarter Section a distance of 1472.31 feet to a brass disk in concrete base stamped — ["� V 7 W � °GONGAWARE BOUNDARY MARKER SCHNEIDER ENGINNERING FIRM #0001" (hereinafter referred J. C. DEV FLOP to e "Disko se the West line of said West Half of the Southwest Quarter Section (the / TAT r/ / ERS, LLC H p A preceding course having passed through a 'Disk" 50.00 feet West of its East end); thence �/ `'Y E�Y1, CARMEL DRIVE fq Z South 00 degrees 1 I minutes 34 seconds East along said West line and along the West El ,� line of said West Half of the Northwest Quarter Section a distance of 1244.21 feet to a DARNEL, INDIANA 46032 �a 5/8 inch Rebor with yellow cap stamped "Schneider Eng. FIRM 0001" (hereinafter referred r 317-575- 1904 a to as "Rebar") at the Northeast corner of Section 25, Township 18 North, Range 2 East; E: thence South 00 degrees 20 minutes 41 seconds East along the West line of said W; PHONE:r st CONTACT/�r/n C/] Half of the Northwest Quarter a distance of 471.49 feet to a "Disk" a distance of 48,.2 1 A 1 PERSON.- MONO HE`N DERSON f,� feet South of a Rebar at the Northwest corner of said West Half of the Northwest Quarter Section; thence South 89 degrees 37 minutes 13 seconds East a distance of 644.78 feet w W to a "Disk" on a line which if extended would intersect the East line of said West Half J CURRENT 7 W4 1 of the Northwest Quarter Section at a point distant 21 second feet North of the Southeast ZONING: S� I �a corner thereof; thence North 0 degrees ?_4 minutes 01 second West parallel with the Ecst lv line of said West Half of the Northwest Quarter Section a distance of 16.93 feet to o o "Disk"; thence South 86 degrees 39 minutes 13 seconds East a distance of 837.04 feet 00 13606 o the POINT OF BEGINNING (the preceding course having passed through a "Disk" 50.00 WES • W 00 IT feet West of its East end), containing 59.097 acres, more or less. DESIGN SPEED: 25 MPH ALL INTERIOR STREETS TO BE P RIVATE 00 GENET�AL NOTES � � H a oa c� j z 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING 11 L-� � �T I1 � 7,�-1 1� � C7 THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE U [� O z SHEET ^ W CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. Z . . a .__.?4tJst _ t e -1----- ----- -- ___ DESCRIPTION o r ------ _- ND. 1 ION 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT L �• I v � o LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION - ,_ AREA PRIOR TO STARTING CONSTRUCTION t% l" �` •- - __ _— 0001 TITLE SHEEI' o00 ° O ; -- 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND �. � � 1 -- - --- � � i. -_____�___ C101-0902 SITE PREPERATION ORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. -� - m = - --- `� / DEMOLITION PLAN N° L -- --------- -- 3 .. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, _ C103—C104 DEVELOPMENT TE< 21:1--- --- OPMENT PLA VERBALLY OR IN THE SCOPE OF -�---- - ----- — -_ -- ---�--------------- ,. N z o w t CO ° WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING - p I Q z/ -- CONTRACTORS. ° ° m 0,105 OVERALL GRADING PLAN � � o co � w \,-- OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS - - 0201—C203 STREET PLAN & PROFILE SHEETS R EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P' APPLIES TO - ImJCIcD3Imc)J�IJ 000 DD OC]rO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. fir'- � I ° o -- -- _— - S — v �`� C309—C30 000000000 _= 8 STORM 6) IN ADDITION, EXCAVATION EXCEEDING �µ--' -- ----- RM _ SEWER PLAN- & PROFILE SHEETS W ! " ^ �� - TWENTY (20) FEET IN DEPTH PE QUIRE � °' �• Nr-ONN,�00�.- THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PRUFE.SSIUNAL m���, ENGINEER. C401--C403 SANITARY j, — 7 n -------- - , I7 AR, SEWER PLAN �c PROFILE SHEETS j ----- -- IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO � �--- _ "1` -���1J `l L C501—0502 MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. EROSION CONTROL PLAN W - 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TU \ - 1 \\ i ! — Ln J APPLICABLE LOCAL STANDARDS. C503 _ EROSION CONTROL DETAI LS a J > F- W � -- - C6 01 u _ 9) THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION -f. �_ ; - �- - - — ENTRANCE E PLAN TRAFFIC PLAN MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. -- TRAFFIC CONTROL PLAN ``�""L_� 10) ANY FIELD 11LES ENCOUNTERED DURING EXCAVATION SHALL BE REf?AIRED `_-�=-�------\�-�_=__-_- 1. 1 t S r et - z Q C Qpm�U U2 U�, ___ --�--� ----- C,603 INTERSECTION DETAILS _ _ N CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRA-SERVED. -- — -- _ _ z -_c > __ O X V1 W[n cn(n N _ LJZ�Z 0:: ZZZ� C604—C606 CONSTRUCTION DETAILS Lov)w� 11 IT SHALL BE 1HE RESPONSIBILITY OF THE DEVELOPER THAT ALL - � L��WV>W�>»�N� ---- ---- i -- _- SITE LOCATION MAP — °� 3 LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL - ' STANDARDS. -- _ C607 CARMEL PAVING & CURB POLICY ``\\``�wP,to H►„ 12) THE SITE DOES PARTIALLY LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PROJECT LOCATION - -- _ — , ��, „5. PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, - C608 .. NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE COMMUNITY j� /) SPECIFICATION SHEET � NO. PANEL NUMBER 180081, MAP NUMBER 18057CO205F, EFFECTIVE FEBRUARY AREA eEA MAP -- = , ' $$27 19, 2003. C609 BUCKEYE RESTRICTIONS & SPECIFICATIONS �'`•. STATE OF c0 0'�'FS _._ 13 BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE 0709--0702 WATER MAIN PLAN �c T '�i S�0 ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. — - DETAI�,S �, NAtLt,'`\\!�. 14) THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. 1 r C703 — OFF- SITE WATER MAIN PLAN, DETAILS & SPECIFICATIONS DEPARTMENT OF THE INTERIOR - FISH AND WILDLIFE SERVICE - NATIONAL pT.T.AN g WEIHE F'.E. 8827 (ANDS INVENTORY MAP DATED 1990 AND TITLED "CARMEL, IND." SOILS TYPE LEGEND Br: BROOKSTON SILTY CIA( LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, u AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR 1 STRENGTHENED WITH SUITABLE MATERIAL. �� CrA: CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING ✓ `��J` 1��ZG�"�"� � I � - UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE ?"�-� WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MA17ER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT t` % syr 1 ^ A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE Cs- SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW j /► j 7 J PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A d 0 PER A TING A I l 1 /-� 0 I r" +I SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL MOST ACTION, AND SLOW [� �J 1 1 1 / PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH ¶ �1 7 T ` BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND BE ("II1 U_b A I-�1�___ Ill T_�_l_0 �_ �,� /� 1 1 FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH 'a A 1 O N ( M m B2 HAND SHRINKING AND SWELLING OF THE SOIL. THIS SGL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS �l�\ NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. CITY OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT — �, o,.-�__ � - --- - - \ ONE CIVIC SQUARE CINERGY/PSI BM: _ MMB2: MIAMI SILT LOAM, 2-6 PERCENT SLOPES THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING Fc 7p HAMILTON COON fl JUDICIAL CENTER, SUITE 30 1 41 SOUTH G UPLANDS. fI IS DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER CARMEL, IN 46032 GUILFORD D.N.R. BM DISK STAMPED "LEE ?_ AZI — N.G.V.D. 1 FOR PLANT GROWTH AND A MEDIUM ORGANIC MATTER CONTENT. IT HAS COMPACT TILL RE NOBLESVILLE, INDIANA. 46060-2229 929 SE� \_ /- C.rA BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT STARTING AT A DEPTH J PLANNING DIRECTOR: JOHN DOBOSIEWICZ JASON LEMASTER CARMEL, INDIANA 46032 IN THE TOP OF A ;UNCRETE POST, LEVEE_ WITH ROAD IN THE. - URBAN DEVELOPMENT USES ARE L7 _ MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, MODERATELY SLOW PERMFABILJTY, LOW \� E 317-571-2417 317-776-8500 RON BUUHER SE QUADRANT OF WEST 1 1ST STREET AND Si IELPC _1RNF MntC- ~- STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS �_ e W / SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE / v S DEPT. OF ENGINEERING: DICK HILL 31 7-581-3041 ROAD. I�JEAR Ej 4 CORNER OF SEC. 30- 118N-R3E. fr \�' --, /J�� MODERATE LIMITATIONS THAI NEED TO BE OVERCOME.TEXTURE, R THESE LIMITATIONS THIS SiTF WILL BE 317--571—2441 CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED VEULIA WATER INDIANAPOLIS _ i _ h MmCt TO INCLUDE FOUNDATION DRAIN TILES AS TO HELP PREVENT STRUCTURAL LSAMAGE FROM SHRINKING AND ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 1220 WATERWAY BLVD. VECTREN ENERGY ELEVATION: 917.387 SWELLING AND LOW STRENGTH. 317-571-2444 BOX 1700 a P.O.INDIANAPOLIS, INDIANA 46202 _ O �r MII1C2: MIAMI SILT I_ AM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL IS 0; E NOBLESVILLE, INDIANA 4606"I-1700 TBM#1#1: _ _ - KNOBS AND BREAKS ALOtJG STREAMS AND D:RAINAGEWAYS ON UPLANDS. PERMEABILITY IS MODERATE 114 THE 317-263-6347 — SUBSOIL AND MODERATELY SLOW W THE SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS HOLEY &IOLEY SAYS CITY OF CARMEL FIRE DEPARTMENT CHUCK SHUPPERD R/R SPIKE SET NORTH SIDE OF PWP. APPRUX. 60' SOUTH OF _ CrA MODERATE. SURFACE RUNOFF IS MEDIUM, THIS SOIL IS SUITABLE FOR URBAN �� FEATURES THAT ADVERSELY AFFECT ENGINEERING USE" DEVELOPMENT, THE MAIN SOILD TWO CIVIC SQUARE 317-776-5535 131ST ST. AND NEAR THE SOUTHERLY EXTENSION OF THE MODERATE SHRINK-SWELL POTENTIAL, AND MODERATELY�LOWEPERMEABILITY. THETAEZARD OF EROSION IS SEVE DIG SAFELY CA0 3R CITY UTILITIES I DURING CONSTRUCTION. THIS SOILS HAS MODERATE LIMITATIONS FOR BUILDING SITES. N to 4F ? CARMEL, INDIANA 46032 760 3RD AVENUE S.1�/. EASE LINE OF NW/4 SEC. 30-T18N-R3E FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS' AND USING FOUNDATION DIN USING PROPERLY DESIGNED "IT'S T GARY HOYT SBC IN 1.LE HELP TO REMOVE EXCESS HE LAW CARMEL, INDIANA 46032 WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL. GALL 2 WORKING DAYS BEFORE YOU DIG `�1 5858 NORTH COLLEGE AVENUE ELEVATION: 910.30 r" i, , THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASF MATERIAL FOR LOCAL ROADS AND (� 317 571-2600 JOHN DUFFY ---- STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL. ROADS AND STREETS SHOULD BE L ROADS 1-800-382-554 INDIANAPOLIS, INDIANA 46220 ON THE CONTOUR OF SLOPES. TD 4 N �L 317 -571-2443 M C� — L 4LL TOLL FREE CLAY TOWNSHIP REGIONAL_ WASTE DISTRICT 31-7-265-2727 TB_M�2: -' ' f �f--- � \ � ( I 5)1: SHOALS SILT- LOAM. -- PERMEABILITY IS MODERATE. AVAILABLE Wi,TER CAPACITY IS HIGH. CONTENT PER INDIANA STATE LAW IC 8-1--26, �/ MATTER IN THE SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT CO ENT OF ORGANIC IT IS AGAINST THE LAW TO EXCAVATE 10701 NORTH COLLEGE AVENUE, SUITE A HAMILTON COUNT' SURVEYOR'S OFFICE CUT SQUARE 10 FEET EAST OF THE END 0!= THE SOUTH I III /�� A DEPTH OF 1 TO 3 FELT IN IT NOTIFYING INDIANAPOLIS, IN 46280-1098 - BUCKEYE PIPELINE CURB OF DOLAN WA';. FLEVA710N - Mm - t � ` INTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES NG THE UNDERGROUND _ Q�7 t �✓ \ THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH (2) WORKING F ONE HAMILTON SQUARE, SUITE )88 .SG TBM # ,5 — BUT / POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS LOCATION SERVICE TWO (� CANDY FELTNER MR. En GARZA, SQUARE 1 .�) FEET NORTH OF THE SOUTH ENDOF THE EAST \ - � SEVERE DAYS BEFORE COMMENCING WORK. HAMILTON COUNTY JUDICIAL CENTER LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING. N 317-844-9200 BUS. 291 -31211 CELL 502-2029 HEADWALL APPROX. 20 r ET NORTH OF THE SOUTHWEST I — NOBLESVILLE, INDIANA 46060 f �' - - �LnD I 1 ` 2. MIAMI ILT LOAM, 12 TO 18 PERCENT SLOPES, ERODED. - THIS SOIL I G O W ° 4527 N. MERIDIAiJ ROAD CORNCR OF SURVEYED PARCEL \ ., POORLY SUITED FOR URBAN 0 � GREG HOYES DEVELOPMENT. TKE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES ARE MODERATE POTENTIAL HUNTINGTON, INDIANA 46750 _—___ FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERAELY SLOW PERMEABILITY. THE HAZARD OF 317-776-8495 - T �y EROSION IS SEVERE CURING CONSTRUCTION. THE SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF ELEVATION: 890.24 SOT p /(�� SLOPE. REMOVAL OF VEGETATION SHOLD BE KEPT 10 A MINIMUM, AND THE EXPOSED AREAS SHOULD BE _< `) ' J l�/1 RESEEDED OR SODDED AS SOON AS POSSIBLE. USING PROPERLY DESIGNED FOUNDATIONS, FOOTINGS, AND �'I MARATHON PIPELINE BASEMENT WALLS AND USING FOUNDATION DRAINS HELP TO REMOVE EXCESS WATER AND TO PREVENT W E--� STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL. THIS � � D t: MR. DEREK SHEETS � solL Has SEVERE y F u LIMITATIONS FOR LOCAL ROAD AND STREETS. ROADS AND STREETS SHOULD Et't CONSTRUCTED ON THE CONTOUR, 3US. 291-94b0 CELL 432-4356 AND THEIR BASE MATERIAL SHOULD BE STRENGTHENED WITH SUITABLE MATERIAL 10722 EAST C.R. 300 NORTH >o SHEET No. INDIANAPOLIS, INDIANA 46234 r2: GENESEE SILT LOAM, - THIS IS A WELL DRAINED SOIL WITH A SEASONAL HIGH WATER TABLE AT 4.0 TO 6.0 FT. THIS SOIL IS LOCATED ON FLOOD PLANS; SLOPES ARE 0 TO 2 PERCENT. THE NATIVE VEGETATION IS HARDWO <-1 FOREST. SURFACE OD '°° I PEERCENT).HPERMEABILITY ISE MODERATE L OA6 TO i 2 IN/HR)P NR E MOST 0 TO 4.0 RESTRICTIVE LAYER ABOVE 60 INCHES. AVAILABLE WATER CAPACITY IS HIGH (11.6 INCHES IN THE UPPER 60 INCHES). THE PH OF THE SURFACE LAYER `"� 1 0 IN NON-LIMED AREAS IS 6.0 TO 7 3, FLOODING HAZARD IS A MANAGEMENT CONCERN FOR CROP PRODUCTION. - 9 8 BECAUSE OF THE FLOODING HAZARD, THIS SOIL HAS A SEVERE UMITAT,ON FOR MOST NON-AG USES. PROJl1:i?' NO- II VS Ar 4 16AIS C w --oo3i 2 1 ___ 1 10 9 8 I __._ _ 6 - . � ,r 5 � ...., b h P h0hh 02° Gj q 01 ? 9 b Lxi�p y .:�"` „' r \622 12a+ _ :.2 , b ^^ AaphoIt 22 , ^' h 1 ? q 2 9 N.89'43'1q�"W.` 14 2.26, Inst. No. 99 ^ I : _6 9 ,° 875° 55�� Im'-872.70 :'1a? ^y2 _ --X�--x A' :Y ('1� N x N I,t�-'M: x--r, cYRL--x - x 3f'"„x-�-lt-'-�,'- if x i(fl-x _'x_'x_ ._ 1 c> ,-' 1 - 1 T.Ped'���+I : _ A b b° „ab� q�„m 1°2 °a1 1°h0 1\�., : Ph° o _' L�� _�O_�0111_ q \� :. q2 . -: '',. -1^ 11' 2 EQgti halt 10 1b n- 1 11 ,?.. e..ong°warelPF ', . ` °f A9 P' - _� ,q 1h. b""--6 h : _ LEGAL DESCRIPTION...:,a �h =a 1\r _ e , 1. _. �. ^b2q X16' ^b\q lhph• b1aq:.. n�� h22 �ha1, °^ q q P,rt ', 0.6'5-of talc- car. �^ ', ,,,`, '.I 1°' 1y ° `'` + ,,a '•6 i 11b ''e 2soF: 1h' 1bb 1q o„° PP b\ - P a°j �2 1. • a� ^ ° M Port of the West Half of the Southw ' ° °?2 '�,r J - - 1 ,ofi eat Quarter of Section 19, Townshi 18 W 2 - �C In 872.56 ob p+ w a a d e d Area G 2. ° b North, Range 3 East and a art f P N ?1 h1 ._�, . 26�, ^° 0 , ,r' ,I hh 91 o p o the West Half of the Northwest Quarter IT It l I , 12 �� of 00 Section g30, township 18 North, Range 3 East, both in Hamilton Count s �� be'',,. .,. .._, ,... b1> 2 3 h9 ° 02 J I 1h. 01 - 1� h?h - Indiana, described as follows: � � O 11 ; -, -�b2' 6q. Approx. Ede -1h°' - `i`` ?' _I; ,�' .\,, ,,...:: ,1h 1b? 2 q.,, -..h�s,,:�._ .. ' 2b', ^ 3 1°'G' M M 00 i . ..,.. $ 9 .� ? e 1 b h. h I ff � n t ; ;: t , _ ' of Woods r d' r 1{ 11 g1 1 - 1 10 1°> $' _., s2 b b2 \ i �* q. °. qh Commencing at a 112 inch rebar at the Southeast corner of ,. b - _Ph :t 2?'._ G' \ : ,: q ' - is 1 ^ �'1 1 sold West °2, ,-.. �O,=.YEAR FL1�=::...,, � •,. �1, 92 I ! !, 2 ', z< a Half of the Northwest Quarter � Zone A 5 ecial O p �h ,, 1 � ,. a Section; thence North 00 degrees 24 minutes ►a W 11, ,; 12 1a°, , 11 ,I 1h^ ,b Py2 ' 92 ¢s., 9 10 Seconds West along°the East lirl 2 ^ 1`'b Flood Hazard Arco 1, ,� ... 2`'-_ 'ae,_ ', '', ;, -� a_-k` °h, , ;'" ;': \ I:• - ;th' 1 - 1' o e Of Said West Half Of the NOrtnWeSt �, N h ��., , ` 2 " *-�- 1P' ',, 1as; \ 2° h'a 1b0 r" 2 P2 m ¢ Quarter Section a distance of 2100.80 feet to a L" � t , 0 . I 2o- �� a2 11; �^ _e I 1b h 1°q nail at the POINT OF Z o woad Q Area -, f 1 _ °b 1 Pq° <;,,' r 2 r +g 1 9 1 �. BEGINNING; thence COntln continuing MAG t-a c> 0 11 2 1 , , 'I 10 +? ( I �° u g North 00 degrees 24 minutes 10 seconds Ih�--I1 �'/^� West along said 2 p- h1. hey °'k; • - '' g; 1 e .,. �. 16 i; 2,y: ; : ,r'` :�, '', -W _ `, a 1q. a d East line a distance f �1 Q *" +° a ` Approx.;_nOrflje0sfem,ex entS Swm'hfn,ng Pao/ V C 02 °' ``'-, We d e d Areo e1 b 2 "2 q�' g 0 544.95 feet to a 5/8 Inch rebar �I A \of;.Zone A" speciol'� b o ' 1 ,2 ^ at the Northeast corner of said West Half of the Northwest C',I tU 62 , ` a. °.. 1 °1. �,,.:._ 11 - 1 h qr'J ', ,'. ',. 1b 'i 1 1 s Quarter N h^ 21 hq, Flood Hazard Area, 1 1h 1a' a0^ \q � • 1h° ba 01 dP Section; thence North 00 degrees p Math for 2' ° �ds scaled from FIRM ma 1.-ao ° ^ t SW Frame 02. q 11> 1 Inv-877 :' [, rnv 877.2E gees 29 minutes 38 seconds West along the zY lczepr°P�sedMH ,. `' ` ,i p `' 9 Y Rweu 1\ ° 2 Fast line of said West Half of the Southwest Quarter Section a di eo J h - I f .a1 1 1 2 a4 0101 y \ �- o P. �• -.'... ',..,. - . --, .;.°I, Q, 1 WOlkoufith 1 ; :.'` 11• fib. 119 1 11' ° stance of .-, v JO a , m 22 \ -i °% 2° ° 1234.50 feet' thence South l m 1- 0 SIR b ; ':. a °19 22 2 : ;\ 1 ^ m1 1b Cl) 89 degrees 48 minute 17 seconds West a Q 10 1 ,..,n �'#' FLOODw My- - ,..., X407, ,,. '� :> -: 1a ,' .m ob .. b 2 �0 p e n F i e t d +2^ 1b' 622 r,,2 parallel with h 1 a'..,. ".,.: q� 2 AY , °<y a b s 1 ,, P the South line of said West Half of the Southwest Quarter . C/1 N hb eT _ �.'� .,,. 1., 1 -.a - Goro e 2 \ -� T I") - ,,,/ .:..."�-._.. 6 ry' ...,,-'.. ;c 2 2 9 0 .. b '0 04, Section n,,,. s ,,, -22,E a q? 01 a. q °h a distance of 1472.31 feet to a brass disk in concrete Q"-. r,. .° .�h. , - b �1 1 1q ° 1 base . W \ ' ht, ,, m 2 % b1 o I stamped "GONGAWARE B hao,.,::..,;; B�' " 0Q , ' �,:`.;'''.. ^, ;•rob °j .."' .` „0° ; \ 1 - 0 :. -, b 11 J mil' P BOUNDARY MARKER SCHNEIDER ENG NNER NG FIR a 0 11 1 ♦T' 1 , .,_ 2? ,. ^.fi i , & 2. 1h r +-'' _ -J o " "-,,, >, rr M - n ,r.- - '1 bh .,-. h 9b ,. i ::q \.:-.. ,. :, .,, 0Y \a q2,O Pa -... -' 0 2 .° 1 q0��. 1 a2 .. y, a a 2 P z. w 1� \ ? 1b. 1 0001 (hereinafter referred to as Disk on • }' y?;'",.s.. �` a �zy . by o-. ,..,, .. ,2 . 2 22 2e e h ,'1 / . 16 +s 1 the West line Of SOId West - � 2a ,, ° �. +: ,,_ r. �pp e 9 � 2v_.. h � 10' Easement to Indiana Gas q � e2 \11 hb ° o �, 1 1. 1 h 10 ° 1' �' Half of the Southwest Quarter Section the preceding\' q2 1''. b 2 e- e per Inst. No. 2001-10068 1 12 b d ( P ced ng course having passed Qi I'll 9 ,. -*b0 , , Z4 r h _°. 0h. ,:. :, ,,iBds , °, 1 Asphalt 0°' o- I' .� _ 11. ! o al, 9 q"Y� "` TTP @4HNS0g e 0 hq?2 bo-b 1ha °y' ^ 6^° 24"Tree z through a "Disk" 50.00 feet West of its East end); thence South 00 °f�i „ q: { r' /� 10 2- '", ., j//� '''` 12 1y 36"Oak Avrh'� �^ I h\ 1q �P degrees 1 1 minutes 34 seconds East along said West line an �D 0 1 ,g \ .:; L9 VN ° '. " 2. 2 2°' a' 2\9 2° 2° to 9 d along the e 4R q 1, \, 1 i �� 2+ .1 West line of said West Half of the Northwest - -'- ;. +0yp' ?:' / - l fib, ? .� 21 q BBO' 1q, ,..fig -b1 °\ bbl , 0 n. est Quarter Section a distance of 0 C/, 7 ',. •p'� �O4�Y•` - ^ g^ , :.,.; r O', <._ IC 1 .. 1. .. 1b' 1b 1' 1 ,7 12 °p 2b N - °T 1 244.21 fee ° 2. \ q 1 06 �(� G, '-- tee,._ \ # : 1 1 1 20 ree t to a 5/8 inch Reber with yellow ca stomped "Schneider ;' 1 0h .•::.:, l g. 3 h n' + ' �'� " 00_ `,. _ �,... .....,..�� 12. _ 10. q22 's b aN} 28'Tree r Y P P de Eng. ; �) ,,y a, \ ._ , _,. °3 'I ;.. 9" `',+�^ °I - 2? ...: i FIRM 0001' (hereinafter °.fs y ,,r' , ,...y�,, ��' _I':-1 --q,.hb� !�1 . �'` \ , - '_ ' ,'1 0. ,Lq 11 01 1 12"Tree referred to as "Reber" at the Northeast corner f z W t -, 2 - 0' 1 ,. -tY' a0 I a I? r , �,,. ."y,.. ,.-''... •h.. ..`m b° :, '', 5 --�1 ,..,., b hb °m°a 2"Tree - Section 25 Township 18 North,' \ \ ` ' \ 1I 1°' W . 14"Tree P o th, Range 2 East;)thence South 00 degrees 20 .-Mq -i �4 $ ` ` ' b° \ zl °I h° Tree q minutes 41 seconds East along the West line f r �\ _' r - q jb \ 1 9 �, 40. al f the 44 W 1, 1.4 a 12'° m ° 01. 2 9 said West Half o h 11 t ` ' \ 11 a2 1 � 2 a°�2 �2 Nortnwest Quarter a distance of 471.49 feet to a "Disk" . Y - t� , ,.... "� , q'�',. .' • 1 ., .;`w b1 - 9b 9° qb O U) e a distance of r >. :i>, ..• _.. - \\ .: Woo h .: - +2^ 1h° n1 _.:.. 1 � 10' L. 11 91 ao- 1 c: ,:v'r; I. w `,.�,:.;,- " d' d e d Area ,r ,.'. 0 iq,..,::. 1 -'0'L Chom-fink Fen 0� .;9 - .(D 1e. 9' 481.1 feet South Of a Reber a "r, b9 h� 61 1 Fence 1,,; �1 h° h1 the Northwest corner of said West Half of >� I > " o'' .`- ,,2 Q,,3, '> >,9 01 •¢-�;-•- h\ 1� 1q the N o r q h I , I I "' �6 Op© \ 1,•, i 2h 1a. y2 1s Northwest Quarter Section; thence South 89 degrees 37 minutes 13 E"� ty+ h6y q° I f �2 A \ 5 Ease t to Indiana Gas e> a s h�6 1a �11.1- 1P' 2 2 O p e n F i e I d a2 .� I ,,'. h b1. °�N � _ s-_�1i6�1 h 1 2 mz� Q seconds East a distance of 644.78 feet to a "Disk" on a line which if 0 W 1 r °� aP per Inst. No. 9 3725 & #98-74158 h ,2 r 1 b IPF 1Pq 1a, one st°ry %^ 11.` ws 9 0z°6 O extended would intersect the East line of said West Half of the U I� A - .' " r F I t Sr,.'�b _-• \ - a13 I'l-9�dg. _0 /'q +0� west 2 ; 4 t - 1.- ' " 1 11201 Sch eldulW a \ 'q " -'1 1h' -:0a °� 9° '• 0\' 2' o �a h1' `�h>' is1PF« 2 - b \ $ 1 rgat 1, ,° 02. � ,, Quarter Section at a point distant 2098.00 feet North of the Southeast I"� �6. - e , ,. ,..:-. '..OG`. -� b° �� \ h \ •. 1 1 10 1 �0 1 0 HNSO, , , �, .,w ° ,;' ^° ':::,, r- ' -, 1'- gbh.,...,`, �;� - \ \ ':2 .�" '- ,, -,o '' 1 yam,, ,b^ a26 \1 ,:` -� .�1 Q2 - �� corner thereof; thence North 0 degrees 24 minutes 01 second West parallel ,�/ T ., -' b_.865 , - b , 0 1 1 a :� ti °� a0 ,: , f bq.p °ebb -• , , l,,` 0 's 1226 2°'' 12 C� with the East line of said West Half of the Northwest Quarter Section W 9 b 1b l •; �' - h°W distance of 16.93 feet to a "Disk thence South 86 degrees b°21 I`' .' 1P. 1 1 g s 39 minutes - - °' i ° 1 ;h -. -. I - 2 I e 22 13 seconds East a distance of Z' 2 rax. e 1 - -� -- 9 1 837.04 feet to the POINT OF BEGINNING Ill v W °f ads \......_ b .i�0 AsPhal ':_1 1? 11 00�. ab (the preceding „ " r I,k 4 :� ,:, (9 °•,46 �zon A special 1 1 2, 1 ( p g course having passed throu h a Disk 50.00 feet West of O 2 �J t o > Flood zard Area °1 a6 qh 10P �1 +2 h p, °�, 02� 29q i h 1 h1. ' I.E. 1' --.. , ,, h 2 b2 . ,. b 2 +2 02. 2 is East end), containing 59.097 acres more r I O t' .' ,: b2 :T ! ' . -,-,_ ', 2a,; 20 :' 2° 62 '; ;:'122 I'2 1 9Q a2 2q -� _0 o. '--,�. 9 o o ass. 0 ' r r ;: 21 . _ 2� v - 9 , q ha 1b e'?, ^sp �^ .. q. ,� .,, I' ii f r I;r_' �2?l I'b b. � 12 cy, °O\..6q0 62 i b2a bh._, 6h' 6h 00 AbP '� b ,= b b fl r.� IP 62 hb- ,,1 2 hb 2 ° o a0 1 1a2 ,hh °° P 1 12 a SAWGUI 11 I. S r O' ,-..._.__ °� 6°�4 • �Ac 2 h 1_. o`o -',. L. » ..� " - �_ - ^ +2 � ^ 1'�' 1a' 16 oh h' PAVEME 11 I ❑❑❑ b 'i I ! °`?q, 6 b1 , 2° - h h __ - ",. _ 11, 11 ° THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND/OR TOGETHER WITH i d 1 ; bb am maked'T, 1\b _ �bs' ,a O 1\0, �h 1q„ Chan-Ink Fence - -- - �'2 1q2 q 2° SANfiAF 01�t E "'-x= ' 2 -�-a_ °`:, 12 1', -- - - 1 '--I - -- h �._. 4 ° THE FOLLOWING: r 0 en Wire Fence :.l 1a' 2 o-� ./0 - -_ _ - h, h g_ •, ;' i ,t I h° ';; lath marked'G-2' X�r';, ,L „ p 0 4 `�., � + ,. _-. .. 1 1 '-�, SCH IP� � F °, P2 a. L2 2 , , - ,; ' 0 ' �62 h Dedication of Roadway P b9 21 y. b , ,.h0 2., .- a1" b �s ... �' 12 6 1 1`' 1y Y p, '� 0 I A .: ' f marked'G-3' o : - b o ', .,:� ,S, .,, 12 _` . 1°j''�° 0 '; r , r'' '' •'' � ;; t c.,� -h 1 - 1 : Mist. book :83, Porte 1 - "2b -_,, h 2P?P? Right-of-Way of West Road. _ co i ° . " b ',: 1 `':8 of b'�Wel1 ". .FN ro°h,Approx.Edge d�72 :: `,Q'_ . 2 +Q 'P .H 9 a\ .1 Joh - 2 - +2 0 g Y ,1 '.,a '<p ? 2 of Wobds - .._- ' '--- _„ .--.„ y r Py a 9`0 - 1. _ m\. 1 ._�.. a q� p M >- lr :" a 2° I J 2 8 Q 0b � bP n_ 12 `, 02 ,,•' �_' - 0 b2 1b ^ b � 1 1 0h � 7 a� = CD , . . :.h > ,: . o I, :„ 1 P b A s.p h 1 t D r 1 ., > I v 862:4 h. \2 11• . -- -- q1 1 b, �..:.. a 2 2 < `D, l Z O '' x' .. ,,.• r .2. b2 °I,.! Garden Are °' ., 4 1 S e a� '.a no-863.72 b 12 2. ----.,,:., _-_.1\ at3 -,.. - b._, ...... e• a q ga 'Tree Raw $ 0 _ W J y., O b .i ,,. '�' 0 12 �. , b a> b `, °a \ -.-0 \. ----� - 0 .. ' '_ _ 1 ---- b , 0..- T.P' - o P elms Easemento O w q Z m a 2 z q 1 _-.1o�TEiiii per , -- � --�- , o -- L.. ? _ 1 to Marathon Pipeline Company and Buckeye Pipeline r ° w J W m M 1,,,. r p li. I 6 HVAC.. +b9;, -:.,.,,, 9°..,,,.. b' b ab ,. b e -0n .., 868.2 10:..,. Inv-86 B 6ti 1 +� Inst No. 89-1473 +21 b �' 1 ,. 1 °j \ 0 � '1\ - W P P Y Y P F 1 Q W [�7 O cD N 12 e 1 b b b2 P o0 qe 1 0• -b� Company. U p O yb� 2 Units 1\ b , h 5 qb a 12" ea. �BT�per b - - ^ J_ s° 2° 2° sal. per - P 2� NF at, W Z by Z m k . ,r ,Y oo 1 2 h. �,-.:. ° - `�": �_ h o, _ 2 q -a - _..�- 2 +:' Inst. N. 2n,>. 4- od'iners car O o 0 ° !�': IPF on Ens. 8fi„ -1�7q� -g1_ Inst No. 88 2617 1 1 Z� -4732 2. 9 e'' to o ti � U LO �} .r ! o �2 "", .B bP' :- 6• _ b� IB7,Esmt.per. •:IA ..: o b --a-....b e a,�b a @ 1b1b' ,v1,, 1 o' 9 7-�'1tlT^Zsmf. 'rr �--gr 2 2 [n d W h : m - o b q 9..:: h 1 9 -' �- ?v� \ _ _ +2 A 1� 19 2 1\ 4 .. 'h� -- 6w 9 6a 04 S' ? N y. v •I i. ^09 No. 8B-261 o t t , a' ) M 'I x. 1' o r a 8 138th ¢ 0 b 1 .. -.. \ oL d o. 90 " k h 1 h atbo -`p - 12'q"`--•- 2.: 2-- No. 88-2617WE STREET h 2 6 Rights Of upper and lower riparian a�.r ra ° Q a x d �I ,y 10 22 3s+ - b b1' 2�1 °b b - =' - ^ b ^ �6 f ,o r, P 1 q. 2\ 6-� b +a ' 9 PP p owners with respect to Lion Creek. Q U A h b._,... sots 0b 0k 0 a O 1 q. °0 01 as 0 0h' ,, - N b 6. 6 b i. ', ^ 1 - 1h1 b -': , 1 b V „ -0 0 1 9 \\ a oord:... yo , 1 1P !� b. v�86 047 P° Y.e r b2 Wd. b9 0 2 °0 '� IT � Ph ��12�qq �1 s,^' ° 20 2� 22,.5--� 62 06. a $01.11,: `V 0 :, �k 0q. 1°. r 1,,. -.. 60 66.'.. 2 by b b b S 1 O 9 Dedication c .., -..19 `� \ 61 P ,, b 6 b \ e? \U, 1 �2 12" _ °,.._ b>9 1' a .}`Lz , 1° 4i b i of Roadway per Miscellaneous - w ° I c , q2 2 b b q s, 9 °' 1`' 1 nv- - -- - 1° ,00�. Ob"a0 2 o t> Y P S Book 83, Page 1. ? 000000a000 ^. �' LL ,, ' a O ....- 1'O b,. �' �a 9 •, `� 0b h'S ':b9. O 1\1.::,.. _..- _ 01 ---_�,o. --__ _-- - __.__.-- 0b' CO ° 1` .m bo R °'g 1' 2 c� 9 a �-4 /' a 120' In ress E ress E al t. 2 b P e\' --- h O "zt- Q b^ 0+¢b ,,V I ,:.. \ - b1 b 0 »---.:.. b�"�'- _ 9 / y ,,O -� - 0° 00 6 r��i ` b - r - o� /, \. 0. , .. 1' m per Inst. 98-1099 & Ins. - 9' \. b 1 m1' 'S Declaration of Restrictions b b , q 4 t #9s 1099 1 b st coons er Miscellaneous Book 83, Page 3. ,a , ,t``., i.) {, y .O, : �r ... g bad 1P`, . a'3.\,° , oq S hq, .861.43 �^ 0 1 b.b bq O`b° � 1M 'T ; 1 ,....:�' �...boy,... 6q 0 05\ 1 �f.: CD P 7 C�O O O.O O O O O O 11 a; S li 5 I -' 2`b` 11 b 1a 1^aZ \\\ b1 e( 0'0 ,I `..�_-_ _. 0,'0� b0 b0 1 ; ,. W ..i9 i`1 ,,, 61 B8a ::.,�2 02 tY i •��,�,����� O - i_ 11 Q \ a b^� "- -- ._. �' b'3 g1 11 , °O.., .� ,y'} I1- W -l l N�.-rf'i M i! I n O ,:. 3. h g,L b1. a ° ,�. . eIP k ---- - ---- a' 2g �' 0' e`' O Utility I t _ F N N N M O O "- CD °� '� �,, bb Q � b - - 1 141got oto2 b z Y Easement to Indiana Bell Telephone Company per Instrument d � ,___ ���11 a �'2 :; 0\ 61 -, 2 a P ,2 1 l8 --- -- - - - - - �Sp g Ob �_C Q N - P P Y P e n t N O. Q ui`as m m oo rn rn rn rn 11(7� 9Ph .Po oh - 1P. °1�' \ tb I. ` !: _ ergot 21\ -- - 740l a -I, 88 26 1 70. ' 4 - , b F� „ hy, 2e^21 ^ 21 Brick Pavers ' , bb _ ,,� ^:, r Se 'Jb '!' b 1I.�z b\Qa:.., is 'PpfOx.Ede 2 '� 1\�q 1 1a,° a00 26 -' - . I . mW z _N 1b1 1 (q_ g ent I♦ 'O , E%istin9 N)U n 1\�' P -,-. ` P2 h+4i '.-' ?I ., / a,t WOOd9 bqb 1.. 1°,L -� ' 1a -�° :+0 2'7 Utility Easement to Indiana Bell Telephone Company r .b 2.:: „ 0 0\ :. P .,a' ':yh • b I:. b1 a,- .. qb 65=.....: - - a °° 66,r,. �b b1. `: 1 pal 2 , P 0\ ° - .,2 '' ', ' IP 9b1 , ,. h\2 ,� ......, .,...,,12 -;1\ \ 1� .2� - P P Y Pe Instrument No. er5 ,G ° L. 88-26172.�op' : 1 Pov 12. '�� 2 ,'' II +0b .-• a 2a 9 _P a- 1b1 q0 10? X10 i00 o Garden Area ,� h1 . b b9' �, We➢fP^ 1 rmr ti 1 2 S,.,. w i, n 9 6 --:a 2' S P a`1�^, \a,3, , i. ,. ° .,,.:.,:,.: ECB -�1 b ,,1 9 1 - U a.. 1 a 1 � , \ 2 h b P ° 1 2 �' 2q Utility Easement to Indiana Bell T W bb' b1' „ a 112°2 �� b9' q9' 6� 1h� Zh 11� 12°q Y Telephone Company per Instrument No. � U, o v I 1b, 1 a I 2: °! ;� '.1� ; '' \ `;_:�:5 `5 �1hy i1b�h . 88-26173. QE N �� �M F}J a b b b'1 - Q 1 6 1 Lj t 2 1, 16 2 „ _. b?'„,. a I'. -" -� , HV +0 1 Y.q I �a ° J d' '•. .; 0 ''qa i' 1a �6b' 10 '. , :. d �q-I h _ X41 b2 1°` 2'y :: 0q. w = O , ° • / a i. ! :r p0 1 1a .,,. Po a\ 221 :q 2 1 ',.GYOVei Utility Easement t0 Indiana °} 1`1 �2 fo4� Y dia a Bell Telephone Company per Instrument No. - 0a .. o° 1 Porch ^, '.,1ho 12 a ,; Approx. southwestern CXf entSl _ -�0 b� .'. .,,,. . b�' 1; ''* ',�^ ,.e ,'' 1 1 IT \2 P P Y P i W ,_ is I °r,.b, b6,. • b1. _.-: \ \' 0 „ FIBCtr1C . -. . . b 2 ° _l �. / 88-26175. C 11 S ,r -. "I •",4. 0b2 hh h' 1Pp 0b9 y' 1\� ! of "Zone f�" Special - Junction !� b2T1'':,,- 0b.,, I`i._ '�, -.` I he�' ,.,, 11?b �11'... I, '�' O N 0 1. P'a is + 1h w1 e2 Flood Hozord Area, ox h, r 1 h ,- w 6 �, 9 ,� ,.," -,,. +,, '\., ,;;. 'I. 010 S,ay 0 n...... ��' ,\b 9b W ZU�-�� O 15 Easement to Indtgna Gos 11 >° o os scaled from FI 1 ,11 e. 1 \� Q 2 n w-wZ 1q h 2p „ b° ,` RM mop 9 1. a t �, 1b Utility Easement w U�- , b' Pe per Inst. No. 993725 & #M-74159 --- '� , 1' , : 0 y h Q nt to Indiana Bell Telephone Company per Instrument No. N �-° o �' =.,u, I , I , 1R� ., 2q:�qb 1 �1 b0 -S ha°' ` .�b Jflbh 1 °:, �Lb 01h 4se �'^ -� 09P ,..Q\ - P Y P W Z _ M° ,,, 1a,01 ° a �b ^ o 0 89-14732. o a z°U Wo ,� ,,._ 1 \h a° h Ufa c,1,o. �, •;. . 1. !; ` aP tt'1 _ 0 9 `,. \ o- Trent 1 ',. - 'i1 ""• I,. ��> ,i \\ , \ :q•� i 2 2b In 4 i I 9 b0 _ 01 ^ \ Ab , `:: 1. : -., :, J' \ \ _.._. ', �. 22 22`� ,Z` ;,CC\ - '.1rL i : I 1 ?i b C/]0 r8@.9 1 1> +0 _ "�.. + 0 1a o '. .::1. hY' 4 , 4. , ;, 0 n 0.. b �- 0 1 b' b' 0 fit'° 0 q, d a.ZL .2?' .. „ 1b, 1 ��O_\ �\\Q�' i _ 0 M '� O°.. Y W W O-U�i W b"' .,:-1 i- `°;:., PbPb �' ', '. - b ?a 1n'. 1 _ ,� ":.... �,.... \'. Q Underground Easement to Bar Q O N°o.. �a 11 b b" �h . • - 11 1 .A% :, ab b2 , 1 P2 �P w o N 9 Boone County Rural Electric Membershi z �a- + '- 0 b,f - . 1"'1�'I :! -,:. 2 .; b 1°0 , °1 ,:� '„ 90 h', h O 1 ^ V, _X 2 'a. q h: e. 1\ , 01 h. y �a " ',: 1h. \yF �F J Corporation l I P d oOfU5 z_ C xv n nv-t1 s.5 I I' a6 a6 b0. 01-_1 ,. 1 �, /o s per instrument No. 92-44744 (blanket in nature not lottable N�°��m�Z r \.w Garage& 12 1a 1a..o- $ ".; 'c�h I $ ,.. _ 22 t 91 `, „a �1 "' ...Easement for Septic 7dnk°& �1b �0 Obb3 o_ '.°, nest 0 - - -- o- , : 2 G '� ," 1' a I b a' '.Flo Z 12� , Absor ti - _ -„ \a F.e� o : 2 Z x a b e Welt ft „ a a p on Field per Inst. //95 5�45fi �\ : GI ant f o w v �v to n n� t a '_ Retoinn 'A q 2 b ': r, h' A a .\ -1\' \ Gj- +0b ' \ ( wd9 ^ 1' +� 6 CJ qb V' aq k�S c J 2 ��¢ Pg O _ - \? $ o Easement per Instrument No. 95-55456. z�Z�zzzza a a9 b 1 �,,,,� 6 1 \.., z Q4 e. @ 1 as o 0 0 0 0 0 ",.. 1\1 2 ° tN `` qLa O "'TYY' - o Pa g S Q h 2ha 1°° o o z,SSn Lj U)vt in v2° r 6 .:.°• .....,_,. P .: 2 \ 2y„ r,, 2 O 2 A^. W W?l Q CJ Z +2 0a I b2 ba Sa,9 h_, 1P A '2 1. ° 0 01� 1h0 J� o Declaration of Easement er Instrument No. 98-10994. rx QW°��� ��� ° b 0 60 0.10 \h1 1 r 01 10. -fib' I '-". „_ ';, -hY 1 ^ " ',. o°Chom-link Fence q 0 ^ +b a (\\ ,\ _,11 In ,:'n I\ r,,0 +2 ,', +". 001a. 0 1y9 , 01 1 bib 4 ,/'. W 8 o d�/ Areo 0`' _._ _ �around concrete pod 12° -,.,r�B9JI 101,E 0162 �y�O ��'� .O P �; 0 62 bq r; bh2 ", bb, �n 9 .,,.Ig \. O L 5. I O \\\illll l llll//// \$' r° �„ 6� 'l' '` 01 ,.•,. .(fl i' '� ';,, "Y/y "8� n \.. s �' m•; Q Declaration of Easement per Instrument No. 98-10995. ���\ //. .D u, v ..:.....,. ,.,, ,[' �1 S'''d -1a• � Concrete Pod b1' b o-'+., :, , :,. O o. '`:.I O •.0 v Cv e ZO P \` /// ° q1- , 1 1h w th G°iebo ._ b1 \ ', 0° ,. ,.. �1 O' �Q �� -iq_ \\� // V �° N H �' ° Garden Area 1a? e k wdl . °2 b b "9/-'e,, Q Q o ? ,?' 3 \\� �P �F/ e 112 bA � , 2 2 ^ Gas Line Easement per Instrument No. 98-74158. STEjp'•.. �, / 3 \�4 ; 01 bn P.01° ,?2 1 41' \ J.C. DEVELOPERS, LLC e��, ,, �` h v a Q�', ��� F 0b ,� a 12' = � Inst. No.- 2,005-83914 b ', , a. ��e 6 b9 bq NQ �1 O Q GIN n = N O• - a2 22 \ Retafnin 2 o s , � �., , 21 �1 Q _ i = Gas Line Easement per Instrument No. 99- 3725.1. RR//�7 L-01 1 " 16 q 1 Wdl 1\2 f i� 2 l., ..,.x y. �.A 1 o` ?'j S E,..00 ^ 01 1 ' 882 1, I 59.10 acres f , ° _ op'n W ',: +°1�\ \h a'.'-` \ 1 r b2. _`.. ti,, :,,,.11: a':,, .(t,' t, `O h� a O S to I; O (p _ • .l • re,cc �' :,.„.. ,,° -` .,,, \` +21 �•' 010-' ; __ °11,. , r PPrax. Edge -, .� J\0\1 l Z 2 q 223 m o Gas Line Easement per Instrument No. 2001-1 0068. 'a •-. ; �' - 1�qb q?q 2q> 2 1\___ p2° ° ar Woods ��o � m 2 e X22 o w -jo STATE OF �<v -_ 9 �°rr \ �b 6 Q q h e ^b 2 ^ o / 0 \ 11 !, , 6 a 61 lion 1 b0 b tl \Q ., h2b -:.O h / �.N ANP...•'`�� \ -_ __ .., Box �, 6 2 X", I 4 _ z Sewer Easement per Instrument No. 2004-35576. / F ..... +� I a „1 1oq .bb _. ag2 rg'.61% h a` '�: }. ^ ..�`� 9 � / �� ....��� \\\ 2 2"r 1 1. ho-..,,. 1a'9 o- 9 0 1? Y /// ONAL ^ 2, a' h1' 1° ^ A rax, g b1 1" sh P s 2. ,b - q\ Co Subject to all other easements, restrictions and rights--of-way ///►11n11► \\\\ 11 Wrought-Iron - 1 o- a'P pp, Ede +0". 1 o q 1 q 1 , Of record. \\ Fence + 1a' 1 1a lab° 5;, of Wdr>•s \ .261 !'.ait �b2 .(y 00 19. '0 h Q ill ,... I 1.,b., 1 , 1 o-6 -- Al 1a0 O _ _ + 9 .1bo n a`n b2 1q,;�0.._ c a a h. - 0..,. .,,.I.....� 06 : b 2 .. LAIN 10' � E ". a 2 � �mr 01._..,. 1a. 1 1a. 2' JOQ � ROODP -- r'$ .. + 01 a•, 1a 1 01 stone 1+ 0 °2 ::^\0 02 1\1q / 0 b6 '� .fd v I on 1 1b' 2 met,hair M, P h 12. ,_.. `� -Py?q b` ^P ALLAN H. WEIHE P.E. 8 •- ,. ,1a ° 1 0 / ko n '� 2. .:: �' ., 2 O b -� Q.. 827 _ _.� .-- 11• 11' p, 9 4.0.-87269 se 1a. 0 11 1°' '1 �,9 -b q°,,:- 0b V „ 9 0y0 ° GENERA _. 2 6 {} /'1 ;. •,2 0 ::,875 ^�y1bg 1�a0 a 22 2 q 1\1 X10 2 12' °,, bq, 6q 1. O 1 6 .Approx. Ed e ,,, ,...:... 11. b .21 ,1q,b> a 1.,. -, ,._,. _. art,p1-:. ,ZO ^� _ ''1 �, ,. _., ../, '':,,h ,.,.,, ; - 92 W g - h /� .I '.. L DEMOLITION NOTES: - hp 0 'ndmW ,g"? h. 1 1 +4 01 D \ 01 1 1 C a 2 ✓ 4 of oods a W 1 I '� 1 11 1 ::y� i ,- .. - 1 ... ., 12 4,\ ., :n.�,�. ''" ,F ':., bq ^ 2\2 8, � �. 0 00 0 ir� ,,. h' 1 o 1 0 0 ., .. W o o d e'd. A f a -0 9 1\ ,' 1h , 1 12 ,. 11 -�� �,°�w - ;- ' .0, 22 - :,.,, 61,, -.�62bq g, 0 "", _, a 100 00 AY - ,, 1 ,., 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY ,..., 11q '' 6 1h h ,.0 ; 1a ?m kb q 0 a ,0 ,, .� h 9 a: 2. a o eah , r 1° 1O .bb b2° 1 h I +.t 0 'I; 0 1 115 114 1 2\ 12, ,L. . MATERIALS 1 q, .,.., O ° b1 pb°`°` / QQ ob2 W o o,d e d Areo , :j AERIALS AND OR STRUCTURES NOT _ 1 b • _.� °" b � 2 LOCATED ON THIS SURVEY. I:-,,.::: 5g 119 y°' 0h_ ;,r 1 �s�---._Concrete Wk ,.,,....:1 -1 _. \ .12b2 _ . - \ b 1 P,, h _, 1 " � �q °°2 \. 1 ° IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T 9\ - -b>2 1W. ,12 2' 21 - ma12 P- ° i, - �D 1 .,2 '^,:..I ° 0 0 VERIFY ALL °' 02 f ,; 't :.,92 LAKE 9a t 0 ' 01 :,. : 4t�'r�, 00 10 1,,:. ...,..,, ,+81 I. -�.,- l 1q 1q �2 hb 11. _ 112 ' .. ' . ' '' ,.. . 10 Wooded Area b. -'•2M1' -' a 21` 1 ,,bs;., 21° , '`,; �qY / ° a EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO tV 0,, 1b !.. ' p 00, ,.+�L 9b 19' b- ..:... / / "-. 9 - ,�F P•,,. „'- 1. ;` ',. 12,- - 2 9PF+ _' _ oa ^ ._ v VERIFY WHICH UTILITIES WILL BE REMOVED �� { 9 h'` . 0 2' ...., a -.,...r b2 2 '1 \2 ` ' - �2 _. ^° ^° `t �1 1\''2 r,,ed a ED BY UTILITY COMPANY. ANY r.ia. b 1 2 0° 2 �' 0 \0 a 1 2 2 1 Poll ',_ms s QQ 2p Iran Pi Q AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY V 0 a Conc Work ., ., 3; ° �11b ° SCH IPF+ pe n in r° ^go, ;°»q; a a° 2 1b ',, 00 a 1 `, 2 1. UoN 16 MANY SHALL BE 1 �o,,. °? 2 1\ ciq,E�c ,A' REMOVED BY THE CONTRACT r 11 rr b 9 ^y. ,; X12 ;L.,�, 1 _. ^ 01a? 01h. 01h', 01b 01 q a ,....aq- .K v yh QR. 4. e ,: W 1 hh ba , 1 a0 eJ\ ..,. ;:,. 0 2 __. 192 Fb :, a 1\-, r 3,0 .',..:''- ::;0 ,: 12. ,,. .:._ :_'' 9 1 0 0't }..:.: ....(1 , �2.. _,. ''S,. b _ 1 1 v 1,L. !!qi b° 3 ,1', °t,°\ 1 5 16' 1° 2, 1 UTILITIES SHOWN ARE APROXIMATE AND SHALL /]�, Approz. Edge0 � � I 2 1' '�, e? 2 2 1 12y 1 2' E RELOCATED, CAPPED Asph t elf up to d° ' •` ... q 1 CV, 4. .,_. , +0 of Woods - ¢ 1' - 1 -871. . nv-871.41 ,: , '\' ,',,1b',, 9b /� .. :,.:..:. 12 72 4 bP Ill 22• �h ;,,. + '2 1 ,� AND OR ABANDO Ir i I 2 g6.7E of line -'' b� 1�O`'l 1, MATCH LINE - SHEET 2 '- 10 ,$ 1 *a ,I ... . `. .,-. �t 1 11 �11. :,..... 1y1 ,,'; sHEEr 3 .-- -- ' ? -, -_�_, /.. OR FLOODWA 20 1 4. ALL DEMOLITION MATERIAL PRIOR CONSTRUCTION. 1 11 woad 1 1 ----- I ----- 1v Y ,.,- THE PROPERTY f a 2 b , /___ +21 MATCH LIN - SHEC.T > b �,. 6,; `. ° b .. to I i r "; 1 �: ,,�., : . _ ,..,..... - L :�., ..01 Ret. wan 1. 1b - - - �, , r ',.:.,. ., _� _. - ----- - - OF THE DEMOLITION 112 12 ; 2b �� , SHEET s 0 CONTRACTOR AND SHALL BE PROPERLY DISPOSED T ,, 1 '�m :. 1 1^!, 1' :6'121x? - off'.,. �h ;,- i a, ', 1, !\ q 6 ^ a v 12' bb alb o OF OFFSITE.1. I1, 3 `„/ ,; r 22.' hu I:; .1hoo. ; ,, ,» 9m , , Q, ,. �'�F� .,. _. �� ,. _.. �1. 875 � ' l� .° j. 0 ph , ..: 1, a �a r,. 1 I' 1\., o �2\Q. ,�.....r""'., 5. ALL EXISTING�. 1 II ty h 2 TING BUILDINGS ON THE PROPERTY ARE TO BE REMOVED AND il 1., 1 MAY CONTAIN ASBESTOS MATERIAL TO BE R M V� ' � . 1q o 1 REMOVED ED BY THE CONTRACTOR, 11 11 e' b 1 b �,tp [7/�/t- 0 2201 } 2 br 0^1 12b .01'L 1y , 'x >. �,,, I 1� �' i, ,X, a ,.. ,..., ,...- .. 100 ICJVI FLOO�IILl1IN Vic, I"�� �, - 1 1 -: ''�:: q :� I 10'f lI a ,; 'nP... J /� ` ._. ,.,:-• rs a 1 ° 2. I , , , P a E` o' ALL STRUCTURES SHALL BE INVESTIGATED FOR POSSIBLE � m I e 1 ,, b ,_, •., ..{ 12 b ,.,. 1 A , , i �' t :: , o.. .-,�, ,. _ .::aW 6: BLE BASEMENTS, OR " 9 0 *,. 01 h, ,". 12 „9 2'P? b ...::. .� n '' ., 9 \ o- 0" C�� ... C, ,_ ._. , - -. -y^, \ I q .- -" 2 o CELLAR . ,? -0.1 h� a I 2; , b \� \� ,,. 0 a „ S FOUNDATION N a " 1�' 10•+, .�� (�.�5 p..�F o o-°° �1 �, S AND WALLS TO BE REMOVED COMPLETELY AND 0 I 0 - 2� h 0 - 1v 4e"' °ha I TAKEN OFF THE SITE. 1 d 2q ��2 ` - 7. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF SITE. O W w n MATCHNEXT SHEET 8. CAP ALL WELLS ON SITE AS SPECIFIED BY THE INDIANA DEPARTMENT OF Q Cil ENVIRONMENTAL MANAGEMENT, HAMILTON COUNTY WELL CAPPING ORDINANCE AND INSPECTED BY WESTFIELD PUBLIC WORKS. C � � � 0` 9. ALL EXISTING SEPTIC SYSTEMS ARE TO BE LOCATED BY CONTRACTOR ON l�l SITE AND REMOVED COMPLETELY. � �, S 10. ALL EXISTING WALKS AND DRIVEWAYS TO BE COMPLETELY REMOVED BY O o BUCKEYE PIPELINE �\ CONTRACTOR AND HAULED OFFSITE. T^ z C/) .3 � o MR. ED GARZA 11. THE CONTRACTOR SHALL OBTAIN ALL DEMOLITION PERMITS REQUIRED BY N BUS. 291 -3121 CELL 502-2029 THE LOCAL AND STATE AGENCIES. C 0. 4527 N. MERIDIAN ROAD _� 12. THE CONTRACTOR SHALL REMOVE ALL EXISTING FENCES LOCATED ON Q � W rn SITE. f� r D WI HUNTINGTON, INDIANA 46750 z n 13. THE OWNER GETS THE FIRST RIGHT OF SALVAGE. w r7 MARATHON PIPELINE HOLEY MOLE)' SAYS 14. POWER POLES TO BE REMOVED & RELOCATED PER UTILITY CO. � O » » 15. THE CONTRACTOR SHALL MAINTAIN STREETS FREE AND CLEAR OF � It MR. DEREK SHEETS DIG SAFELY o w Q-t SEDIMENT AND DEBRIS. w [�� ° N BUS. 291 -9460 CEI_!_ -32-4356 "IT'S THE LAW" 16- ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTER l `� W �' 10722 EAST C.R. 300 NORTH ED SHALL BE W q W CALL 2 woRKiNC DAYS BEFORE YOU DlG TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE a E-+ G INDIANAPOLIS, INDIANA 46234 1-800-382-5544 OUTFLOW. w '-' u SCALE: 1 " = 60' 1rJ j N CD v° CALL TOLL FREE � l a PER INDIANA STATE LAW IC 8-1-26. a, IT IS AGAINST THE LAW TO EXCAVATE General Utility Note: SHEET NO. o Q� O 3O 6O 12O WITHOUT N`)TIFYING THE UNDERGROUND , N 0 r E �I� s LOCATION SERVICE TWO (2) WORKING z L 1. All Utility Poles must be within 1' of the Right-of-Way. If it will be o DAYS BEFORE COMMENCING WORK. Uwm 01-1.1 necessary to relocate existing utility poles, the cost of the relocation C I 0 1 0 o Q_, shall be borne by the developer.n PROJECT NO. 10 9 W06-0031 g � 6 5 _ _ I 4 3 2 10 9 8 7 6 S 4 3 2 1 � -iii �0 00 LEGAL. DESCRIPTION: --t v MATCH PREVIOUS SHEET U ° ° Part of the West Half of the Southwest Quarter of Section 19, Township 18 � � GeV W o _ _ North, Range 3 East and a part of the West Half of the Northwest Quarter a / P -._, . .�. -. - �p( !D O S w 00 00 ebq bq? _.' _ R.talnln ° a o � 59.10 acres,, f �,,, o �� �1P m° of Section 30, Township 18 North, Range 3 East, both in Hamilton County, .: wdl �q .,. b p rox.Edei'i: J `'t:� ,tI]Z q e { I. bgfl' 1,tb 1 0, 4 Po° - 0p \, t 1' \Q� _ 2' 2' 2 .P LtJ Cy a12 g1 1 �� b� ;.r� PP g o \� as o Indiana, described as follows: M ^" O I -I- 1�' P> d of woods �F. F\, ab y M 00 I.0 n Wi 'r. / Op �'.. ..1•' +a e^b �' q q� ..: -. Ele 'f$P? �. be°A - `'>, 1 Q`Q �1`' ° �{ Z 1+'1 Fe Ce ;. ti' ..-..,.., - q `` q;� e 1? fi0n i4' : ^. I'-. 1A, b .. +ab.. qP tab ,,. �,d'�° *,1� .b ',�I ,,A' Ia 1 - ° is a [lox b a q' / `� / I Cl Commencing at a 1 2 inch rebar at the Southeast corner of said West 11 a -... �� ° • ., -11 `^�1z ba _ �q �71fN c Half of the Northwest Quarter Section; thence North 00 degrees 2_4 minutes ( W + -F ,.". .:1 : 1 rp , ,_,,.,,y b e •,qp ,.: 1P 'I q -_ g b^0' ° a1 1 q ay 10 seconds West along the East line of said West Half of the Northwest ..),Z2 pb r' 1b' 1 Pgb.• 1 q O 1`_� ie1A O,_ -, Approx. Edge •, +T' ^ ...-P' baP raq %. �' 0 �A^ O. - " � J 1 P Py1 1 of woods Q., Pa 1� ,+�tIT ROOD a J Quarter Section a distance of 2100.80 feet to a MAG nail at the POINT OF r [, WrOUgllt-IfOn ,yP 1 PP'P pb° ._S ^,.. ... -.::.g b bh'- /- .. + P Fence 1 1 ; „ - , °o >a ', �'.:e "' '•, CAIN P2w.: -, P, BEGINNING; thence continuing North 00 degrees 24 minutes 10 seconds '`' >n- + 'bA �0 10-' 1�0 1 p°A, ,' 22b 1 4 q \. ,•. B 1:, , f, „ 1 g ;, - -.a „-' - 1 ,.. _.,. ,, ^' baq b`° ,.:;. ','`. Q. West along said East line a distance of 544.95 feet to a 5 8 inch rebar O P 2 ^ q --_ �/ q - 9 / 1 q0 :1PI p2 I bA 4W .^ .-_12+ ep 10 1v 0A 111 ';,,. I::. 2 O -.,_ b'�' -� ,..a .,,. --2 a^ Stone a 12 _f 1 at the Northeast corner of said West Half of the Northwest Quarter + 1 1P' 1 1"' A Ed . ...... .,, .. b fnf p 1 ., q qry 2h 1 - :. +� e1 a P1 e10- a F_: met Dock Pump n� vg 2 _hq - ,. AP q°' -,, ,,.,` _ `,:, 1 ,� ..'.,y. o o.. •� ,� 1.- o',, a b e b PProx.-..9e g P O - -,,,,,, P• 'b 1 ,� Foes. p• 11 ^ 2- -.,,., .,,,, bq .�b o,�, '':• 1,> 12- ar Woods ,2 s;, N ° a a a Section; thence North 00 degrees 29 minutes 38 seconds West along the 11•^• .= 1. .C.-87269 1 ^a 1° ,� 0 ^ , P'I 2 d'11 bq• F a, f a7S„ him 1 1p 22 ,P2 +� a1 12 I.f[ �' 1 100 0 East line of said West Hol, of the Southwest Quarter Section a distance o a _ 1p^p 1 1 2 p. ` 1A?: - ^,1 ,12 /r 1 tHL b q AY /^�� o ' 11 Ob 1T' m e1 �+ -,• :• `.,,_ ie r ^•� .? bI P b^P o W + �_.. q; y. 1 ' Sw Wooded, A�' a b ",..-, , ,Zq a '- - feet; thence South 89 degrees 48 minutes 17 seconds West ', ',b2 W o od e d Area ' ,'i ` Ora~ e^ e1 a� :,, `.; ./ ,�^r,,, „..:..,,.... +e , -,..,. _.b'O- ba A . Q ' ''^^ 1y? eg OWndmdl 11q 11. 1.+,: y 234 5 I a 1y ` e e yq 1y> t, 1 1b y 1 1 Q 1 12 parallel with the South line of said West Half of the Southwest Quarter 1 bo 33 -� q 1 0 tiq h' .t2 ':, ?; P �....... e ':y aP t r,. "g :. ba'_... .':...�b b �, _0 . q2 4 +- \. q •" q' 1 0° 0 Section a distance of 1472.31 feet to a brass disk in concrete base a+ ,.A ^^ gb 1 " ;,? ^�' 1P1' ° 12 ".,. 1� 1� ,�1 ,,a12 12` 12 - : bet ' ti' .... 02 a ,,12 r 1. ,, ho- : ^ 1 concrete Walk -' _ "' R,1 "' ^ I 1\1 ':; , ;, - �0.. i4'\ p1 W 0 o d e d Area 0 stamped "GONGAWARE BOUNDARY MARKER SCHNEIDER ENGINNERING FIRM I"I 0 LL I i.... - : ww 2 e1 s,4 10a`'`;' Ii i I,; ', > ' 7,> a1� TP4124 Ao-� e1 eel ", I Apo ..: , ..\. *^y 1°� ? Q�.. '6 E ;� +e Ii ::,. I,i h _ e '' e12' 12• a^ ,,� 1 11; ^a' {y1 ^ ' a2 LAKE a2 2 4 "�'- 2^° hP� / 1°^° �^ ,�2 r. ed p' 0001' (hereinafter referred to as "Disk") on the West line of said West f� :, q _: .. � m ,,.r:.,.,. 9� a,L , _. ! �2? - , 1?.^ ?a. 1A -'fib .5,t� .. : _ 1h a� _ 1' SIPF+ '7�2 O '.I ^ 1 �a bP :' yb 1^ +` `- Il b - 1� 2 1A 1: g ^ Aa 2 S ;.IPF+ Half of the Southwest Quarter Section the preceding course having passed b' :: e Ao A. e y - w2_. e -1 P` is A `' ,. 1 ea P iron Plpe n a, eS Q e b+ ^ I f 1 fi ,. a I'? 1 e1 2 p y ... __ y 1 2 0 12 s P '.,. '.', QQ �y ° e 1 1e 6 .,..:.,. .- ^P, i o ._-_1 1b a 1A 1"' .. .°. ,. .y 1. Ugly 1A n e 94 V, 1p`'i ' q 1' a 1 - I a 1 1 eRE �1b through a "Disk" 50.00 feet West of its East end); ghence South OOP �t. :; ' l .-::..�'-----'+�-- AZ' I ;' - " ,,, OO - . ..,.. :_. -� a> 2 1 p ,h:: •,.._. .. fK,..1� b - W Afad:I , r u Op _y�_Cont.Wtllk 0 : b ,i r 11 q ,� 12 1z, 114 2.. Ab° degrees 11 minutes 34 seconds East along said West line and along the C } ."-e•:. A'.qti q. 1 1P' 1g e1,. a1' , ,.' r l -'. .:., ',, ..,,-.2. ......_. b =, +° .� +a'S 1 nv-871.47 { ,b0 �1 -,, - 4 1 2_ 1p12,L ',; a1 --✓e 6 a �'- -; .10 ,4: ;o,_. ., Al `;a..,_ .,.� APPrax. Edge 1� ''1nv-8712 ':.. 7z 4 P West line of said West Half of the Northwest Quarter Section a distance of 00 1. rqe r - z1"' 1P oa e 5° i ; ttt e Q 1 11 P1 of Woods 12° �b N a �,. 1A 15 a1 1 1b. b. qq1 app . ��' ^ P feet to a 5 8 inch R bar with yellow co stomped "Schneider En g. ,. `<, ^., i �a: t,. '., 4 ie a 2,. b ,. ��2 �� �^ ��/ °q � 1244 21 / e Y P 9 IV M : e ' - _.P a 2?' 1 v= 11 ,,, ie1 ':,, tie ,,.; , >. N >... ,, ,.:: `°-'.. Q `l'- :' ..: , u r m a 1 Q - YEAR ROODWAY ?° 1 FIRM 0001 hereinafter referred to as Rebar' at the Northeast corner of IV A t ol!up to d eA MATCH - ( t� -, .,,, 1^ r 1A' � 1 1A 1_INE SHEET ) a ppti s / v x 2 6:TE of Ilne _"..::: b 1c,, ,• MATCH, LINE SHEET 2 .� __ P q ' T ;� I -- - ' - /�' -- I ., -� .,.. -- - -- --- n h rees 0 I I[ q __ ,hz ,, f r - v Section 25, Township 18 North, Range 2 East; the ce Sout 00 deg 2 a SHEF_T 3 1 1 HEFT �, � 1 h1 e. 1 IN. - b2 1 m "' =' " `''. `: 'I '! I' 1 " ��"' \`� "q - �� 'y' ''o minutes 41 seconds East a on the West line of said West Half of the f� a 1' WaOd ,,.' h- _ • -,,, -� + i• ',.5 ..>. ii, '' 1° _- 1a �\ .. 2b bb e g a' a� : Ret• won 1. , 1A -� - l "::, '' '. p , \Q �``. _-, _ ^ •g75 - ie1 -. Northwest uarter a distance of 471.49 feet to a "Disk" a distance of 1.g q e1 9^,t2 p _, 1y Q �c, . e o Quarter ��//�� q 1 1 " O YY , b 1A0.:,•:: ': e :` :, Q.. -_' , , 02 O O Vl Z o- I 2 � I r q A o_ ', 0\ a h 481.2 feet South of a Rebar at the Northwest corner of said West Half of 0 1p 1' @+� 1 - - 2 p5,,,:, 150° ..„ p I, 1�: h� 1 , - 1P 1A b t 1^1 1 1 +'. ,.,� h A ",(� 1 1h s -.h I. I. i; ' 1 '� - ,. " ,`' 'Q"u -. �. 11 : ,. ,: .:.. I ,'. I 2p t` q0 1 , ' 0' C\, Q .....@75 FL OPl.AIN' - h 100 YEAR 40 degrees 37 minutes 13 H �" o � a the Northwest Quarter Section, thence South 89 eg I , 6 'I: e Py ':.,. : .,. �1 ..,,, 1 1,`i / 1°j�A t.' ^., �1 II - _ .. Irl 1 - 1 p - '! ,p ,. a1,. �' ; ' �P ' 'eJ .. ,`� ,BB°. _ ,; :i:, - - seconds East a distance of 644.18 feet to a "Disk" on a line which if 0 �•/� �r�/iT..j,�,11 1 1 2' 1 1 A 0` u o: �: - . e 1,. 1 o : :2 I. l I 9 t e \� �`� oo ' aa' A ^ 1 extended would intersect the East line of sa'd West Half of the Northwes V �"I ?. q p 2�I -:_: .._,. a � 1 1. � ¢ ,; 1 / G e+. J 0. //,//.,. 1 fn m U 2, I, 1, ¢ 1111.; 1 :_. ,„,.. o A 0 b �, �, P ;i P .+, '7 '� 5 ° . q I 0 1 , ',. 1 , 2 2.•. i 2 r h 1e F,. o a - " I W '. - uarter Section at o oint distant 2098.00 feet North of the Southeast J , : t ; 1 1'O 2 .t,,p. ,.; e. QJ 1 h '` ! 11 ; y. a - Al h ,.....-, - - q 2 ,�Q 05 __ P a ✓o q ,.a ,. 1 1 1 1 1y I. : , ,: � a -4R:.. -�P 2 6e is' 9 . � h e TPt02� I' 2 - 1q ° I a corner thereof thence North 0 degrees 24 minutes 01 second West parallel 11 1:: #e^ I m ii f 1 zP ,qh y°� Q. ,S, c a 4 _e q 2 A , e2 az a2 e g P I ,e i 1 ♦ f ,'' 0 ',f°b 1gOP' ,'.: ra? f l �"7 1 V , ,. .._ A .�. I„ i :� :: so 2 �° Je�-.,.-.. - , ,�h ° ^5", Northwest uarter Section o d' LAKE q� - with the East line of said West Half of the Q ° a q y Q > 665 ;° t nc 1 f t "Di k thence South 86 degrees 39 minutes y�j l 1a e' & ,q r' z 1 s G o ro q qa d S a e Of 6.93 feet o a S 9 f-1 I 'S 1> al, a 1 : q W a P b r' t r �; is ,: ';: b s 2 ;" .. 3 o a:: P 'k- '� 6' I :: =a 1 _ r :: q - >> seconds as a o e 2 a q p I ApprPx. Edgs o 1bA o.. q q" eye qA:' q a v 1 ds E t distance f 837.04 feet to the POINt OF BEGINNING V1 + 01 „ { q b I _ ,,, 1 I. Of Woods ^ �' 9 aJ i r q. .� 1 ':,_ 11. 1°' a°. is 1 t Z,:.. a2' - ' _ PP aq <m ll ?. II _ . , � 1 P. : _ ': 11 a r q° 1A the preceding course having passed through a "Disk" 50.00 feet West of ,�,..1 ^, p, iQ qb .,.::.. ; " 121 �° f'..o ,.b' P1 1P y '.:I -, '':.: 1 ,. 1"' 2s 1q ob - 7'2 C '> ( P 9 g P 9 { l' I.{ t: h� ::. -% g1 O°b .1 , 1A�'. :3 "{ 1 1 ; , ,; :., I _ +7 '�' 1 .. q ,n P i q P a'. b�' F 1 1 i. :, ,.: " P e. b3, ,:. - , ip +� ::. s : { @ C\ S , 0 }... .. '>, - ° .. 1 , ,' { o Q / s A ° -eA Gonc. q`, q� °, `,� a is East end containin 59.09/ acres more or less. {//y.��i :�, : `r? e .,n gh I , G bP". \O A b _ q2 q° ,tq ae�e , �q a,<- �. ), g , O F�1 _ v v { '; t :, a 't. I Wood i..a, 11' y - 5 �P' 1. 1a' �� 1h•:.. 1 e°...P'°.,..- y1 q q° q - cif `: y 9 t 4 # ;. , ,, ':. +a e° u ,�1 i .',i' ,, -.,,,, `O'(p' •..1. _ 4 , :' 0 2'.q�'' N' q" tV O x I, , r , Ret. Wall , - 1 A p V":, m l _; I-07 I . . ? 1 \ 1 �2. 2. 2 2 a E� ' -ii yp 1 THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND/OR TOGETHER WITH 2 h.li,r r . 1 y ` y _ ,Le +e P ' , A A> 'I Metal q b b 1`° THE FOLLOWING. : i ��l .- :: n1 -., n it 1 a b e a f.i i4i^ 3 „ - 2ti% a 9 b ,.,. <,... e�bti eao 1a, F�; -°. ,. - Overhang 2 �) inlet .' I i r ; q2 ; -0 . • 1 , i a i :.QQ _' verh q Asphalt 2`' o- Ld i r ,; ' ./lb it 1^ '; 'LA r ....-..__ _ ___ bb �' ,. '..,,22 *: �':, ';.' a q .� LC.� 0�;1 ,r ,. :�2 I , e' .. '. ,:= qb ,, 1q 1q 1^ i, a 1. ° I h b A p,., ",. , 2 Jne Story a _ (.7 f ; 1 , ' 2{ 1 q Right-of-Way of West Road. ,f , U aA '., b �1 e 1. a Metal Building aP q0... P'i qp i >^11 h i1 ° % ,,. ,,'^a 1y{b1 ; 1e'__ ._ qp I ;'aq !, A q.q 1 O O R] I c0 F ,I ? r . t, ''-., 1 A +0. { .. $ e I h ba Z 0 [ij X _J O I, r r : l' :e .:; ,. :. •:_ °b ,': 1 b 'I ,: I '-.,.,. 1 g b p0 ..'�� 7� 1 ab W r = ; 1 A , A P? +:. : -" a�. -q7 1e c F ' +e '',\ r' �2 b2 n e':- q• �ryr q q' - O .'�-: Q , J Q m e pp A a a a' : o 1. a Pipeline Easements to Marathon Pipeline Company and Buckeye Pipeline E_ I I w o 'I 1b Rerpefuoted W p°Cot S �4,.°'.,,.. ` b1 e e`. 0 6 e°f qo e a. I c 8 H P P Y Y P U tD z M Z p3 z w 11?A11401 F1 3E: ,._ ,,.:.'+.. yq , +; e° a,2 .�' ,,I: ,I P 1q q° h�' .-_ S.BBO 95 Company. w O o C.7 p t, x cp 11 Sec.,19- 8 it . 1ej:.. o " _0 � �;. Q .y 1 '" O. P ,. r72 12 ti O U [i] I :I I ° " o - 4;" , -:,,_ � �+ ,. I. � :..a0,,. ; Q a\' 2 a a ,y, e_ ,,, ye '',:,., `'... ;,: 'y, ,1, I 58 f7ebar w th b " b g o. g.m e bq aq �o� A.o gy. ge' p U in ¢ w H ', ,, 1,\ +, h, - P,� �.' e _q Gad o`� 0 ':,�1 q2' q2' q2' q a fZ o w D� x d S HNEIDERrca ':fou(id b b' q ` z + !f �! :' Cr i e .,:. `. I, : `.•,... o i - q .. ':: 1 A , 1 a e .,'o A w h q'�. b tL Ca Ca Q U C] . _; t , m _- ? 1 q �? q a2- "'�" q Rights of upper and lower riparian owners with respect to Lion Creek. } +� [ I. 2. '.•� .�'\,a 1°I .';I A 1^. 2z .. 1 :,' ch °,._ °'e� ev ova 22 :: II '`.,,, •q `, ab +e s,- �p >. c �:. 1_q 1 b? TP2D P,: a:. " a. e" b° Ln 1 Pi a a, I h` -1 b. ROO�•i b Bq P g PP P P - 4 I -a ,°.,_ i W,- 2 a 1 : -. S� - -` I e ,a 1 NE Corner,.W/2 NW, box .I I i%, '' .' .' ._ g1,:_.,2 g P .,..., eb�a 1e• q 1a_.q In- 77.45 �2 ,: 1°A . -p 2 Ae fi q A alt _ _ a .°e° 1q q -. ° 2 q a od o P e z Sec. 30-T18N R3E w�: 5: 3 qh-••"-2 , h P h aPa'o , 1 ^ , �o A' 1b a2 : �' A: a Dedication of Roadway per Miscellaneous Book 83, Page 1 r 00000a0000 I 21 1 I; .,,.a1 ,, .., �:! e -,. 1 m b . 1 -,...2. �. v 2' �A o 0 :'�" r' on Y, e o1' A•., '� � 5: 1. .. q q't' `^ Iron Pin Found down 1" D ^+ ^, t ..,:1 -,`r 1: -- ., a ,, 1 -r� a h a°A e�1 :,:..:: e,�. �a ti e 'o ___... e b0 .....,2 a 1 'a c,i olk -.0 / � e e'S.. P�... 6b O`_• � a 4 `P - -:qP Y P g {o ?h' ? ,. b a ° -- - ----- a e qe 1 1 aA 1.. o,, qq. ^ a q ': " q - -c-- -- -- -s?-- Cent. 11-1- - +�t!'"�=_ '» 1nw87j.46 --- eA ,-.,v--South Ime,*.W�2 SW 147 Sec. 19-i18N-R - p. a_. a >2 e Well . ,',' _''-- .-_ .:' bnc. Wa:k __ _ a : : - 6 - _ _ - hQ-- _- '� - _ __-._. _._ 'qh on Fn . -g• a1 o e °- ^' North Ilne, W%2:NW/a Sec. 3 T18N H3E az" o - a1 2� a Z', ' onDnnon000 1 , ob 7a°, T r e e R a w h e q„ b° o a ,�y ah'ab b A fed• Declaration of Restrictions per Miscellaneous Book 83, Page 3. 0000 00 0000 :,,,: �.._ q.. °2 �'..._ Tree Row .. q ., 2, p. a Conc. Wok a g qA' P2 o ,I ,: Ill,:- ,, .• a ! P i 1 q n0 .. g q: a a .h... b q' 1 0, '\_ \ _ \\\\ } '..,. of : �'✓ r:t l' 1 ..-. 2' �' J'• 1 .� .� P' ae' a ,L ,,. q h 0 a E- t`M N Cn to OO M 11 '- 7 n.:.,,!f d } I. �, e,: ° q r ♦ b 'h \• !k ;' �a A - i�q qb� T fp I e d.' Vel E-, N O N N M O O I k . ;.,;,F +Ai Pq e0 ^.,.,- a p 0 \ 2 Baa(a .. 2, aP 1 2 arl er Instrument NO. 6 fn o�m000ornrnrnrn �o °�_ �„ 1,f moo, P �� ^ 2 a2' QawIDM f' a. a a eqa q h q qT q. q ent to Indiana Bell Tel p one Co Company P ca 11 ` 12 f �1n' Perpetuated,NE,Cor.,,NI P 1 .� a -... e A if, oa 2 Fence z 2t, pa,y Drhe o1 qP'� qbg`' P _ q Utlllt Ease 1 ,. ,•-' .. pb 1q. q. °. r.. / �� q aq �, q2 ;1 b. A q qA' 1A 88-26170. Easement Telephone h m „ e f:: ! I Sec. 25-J)oN,=R2E.J F,: Pe X60 qb. s h _., ,. (y� 1 - ,L i�,�.�IL 6.10. : ,•' . e':�Y°. O 1^ - -"•! :}�1. Bap:;... \,�.. .b\^� : :'' a :'- aa' b_ qP ^�..'g• `,4'L• it 1 ,Vq. 5/9+'fiebol:.wlith r,,, a 2 a =-.°1A a°. '...e`' :._. .., ..0 _ ee° ;,r pb :"� 1q "- °eb '•,,. �,q2', qf�p.:,. p�,b > y Z I n Telephone m n er Instrument No. i II'!, i a SCHNEIDCR COP.;to Ill -.. �� �a A 9�1 e�q y 1 it b e p° - ,h ,._' eb 01 ,qb,, �q,...: ie i2q . � _ ° Utility Easement to Indiana Bell Co 0 11 N ,t 1 `E A`j+ b�' e t r' ,-' : R1gS ,:. p' 1q';..,.- q,..... -, S a1 I , 1 ;.r A - 0 4 cn P Y P e, . v I ;. $ qp � 1 q ,. a p PEA ap' ap a ab' a° �.. eq a q� b 88-26172. ' I1 c t q^ °i!J�rP402 f r C 022a , 1 _1 ,� <,yg^ C p,» ah' Cro,a1 {pe a qb 1 3 W `_ y Y is eA. ' o aPO ap. Od,'� .-.... ;° .y9gf,. `a � N U X p --. q.a ., r. e I" q° 1 ;;f I I r; ! 1 tea;_.• aA, a q b 5° q q I Y P Company P w w °' , Lv F1 ,' l ll= b ;e^ 2 1 °'p " q 2 5? .1i 1. = Utilit Easement to Indiana Bell Tele hone Com an er Instrument No. N Ln t>'•: :u 1,I� ::.If rt�:I A 1 °1 a .� 1 ,:, 1q A qq b .. 0u.: +aqp. 4 4 q � � VU-26173. U _1 I ° I a q / pN e� 20 qz. b. & pb O 11 C t „ ., , p, , w N ::ti I 4' a°0 e1 QQ /,�,,, q. qAa_ h°1 e o = � - ::1' ; y S .o.Il,, I 1 I g ,,. "' -.. : � A � qyq a 6 w >I P.,..,,1 - .f.L.l j f S Y2 �.,:, ,_ ,,,.. - : { q .:.... Ib I ,.,:,, ,. I, q ' - _ b. m,N } i' , i1?,GES a " 9 e g ��: �q _ z Utility Easement to Indiana Bell Telephone Company per Instrument No. i �I ,O-., , , 111 k I-� , , g0 02 1 1 +q' ; U I E,U� ,., a 1e'• Ir I, ,, 212 ,�. .._ ,a� qA aAZ a^ qA A^ 88-26175. a rFQ, ^ ,. ° e^+ il:.k = �a I Ae bA, o q' aU to �j z 3 a .' ,. o, :.. "1a �, y l t, b oA ,� _ e. " ', ;: r y: b2 q ° q +9 "l . . _ I �, w o c3�9 cn `.. t a a A p Pq�Aqh� =w�WZ af 2 f h a 12 q qy q° c Utlllt Easement to Indiana Bell Tele hone Com an er Instrument No. w S zR.: j` r ,l ,y eti. ;f " ;b., re 2� qq. fA ie By, g1 Q Y P P Y P o 11 a i;a , . I: tee` � ,. mew ° ; isq q�P o- 89-147 32. V) W�a �o -iii.S '11 �,'Iyk 'II` '; isa 041 - i`' ° qy. yg n q eq ~ ate Ywz�J3w p ,;. I.h 11�,,t:j I f 1. II.k; ,; p' ,... -.„.,..,•"., , : yp _ PA ""`,: e : C q� '� -P' b4' q Q O fn U d l''1 CL Cpl a a ^�t ('a1!I'�e, p a A> aA A ° ,� q °' Underground Easement to Boone Count Rural Electric Membership z F- �z_m �U _ ,12 : .7 :e� q - ;. I:. e / 1 aA ' AP P2 ,¢" .�b ae1 9 Y O O N N 2 a 'S0 a / a2'',: a 1 d ���ocz����z , I l ,_,I : , -- _y $,a a°'� e - - .rQ -.e i hb ab? g f,' qP Corporation per Instrument No. 92-44744 (blanket in nature / not plottable) � .�Z��oQ���o II 7. a q 0 0 i Ji{s 311 2 zb \C\ e o 1 qP �° Z N�� S SW r ' i ` :` 'Y r , g I : � � / O q L X to Gl I tr1(h N y 2 I tf , ;'eP a a [ � ; .I:. ;.` 'S ,, ' q"I q�� W JZ IZ ZZZ� - N 2b �.Q Q �q �q: 1 0 Grant of Easement per Instrument No. 95-55456. r� o_�o�0000� ' `ff f o I �It B - - (� �Ird YJ` 0,� ;l e2. ., :7 „= _1 i ti0 -:..�, I 'I ' y0, oo 69,S - " e}.t• F �OZ�y IW- ssZ IT -1 1 . r. j + A ( ' � a / ) '' '• '• qp' qg `I o Ili p' d'WLJQ���GJ� I;� 1 '•. r °b5 2A o� �`o o'I ` open F I e I d Declaration of Easement per Instrument No. 98-10994. �'-'�'�3X 11 11 .- ,- ) i I l 4 I i '- y. h I 0 P 'PN % A` Pb `Aq .:-2 20 q ai 0 .ry w 48 ^ ` 1 i r;i 6 ,.'�' _ m� �y2'i P, -" `�,FQ- r ,.1F, 4J�b / _. az I- as a2' �a +? pp A _ : bph Id.tii \\\\\11111 I I I!Ill//// Sec. 9 `kf' W r 1 y r' I s,. I �r ,': ,, : C A-1 y1 _ $ -�' q 12 n qA' qA'q 2.,y%M \\ // 7-416s p11 1 �c ' Jc a ° �a I' b W Declaration of Easement per Instrument No. 98-10995. `\\\\ N H. ///�i P3 II -!i; �0 4� A" \� ��� q1 b fLq (nq ^ Z C) \\` �/�•' ..•,�T '..., , ��i �` ; :r`{ 1,! �, �I �� q' q,. �rQ - 4158. 6G F''•.�' .,; , , a 1 �� ao Gas Line Easement per Instrument No. 98 7 Q . Q- p F 11 1pfa:_ O ° g20a�1 t 0q°eaq 2yg .. jne 0 •e n F i e I d a•,` -./ ( �'� / ` ! i.I g qh �� �' a, , Q A 2 2 I O 1 a - �, .fin.,.., ® . . I I I a :' ` - P �, b :' 2P : : y ,'f qA, q' ®J N ° ,lira aA aP" �a. 2 ? 2 i W o Gas Line Easement per Instrument No. 99-3725. _ = o N ;; - - +, \. ,I. ;, - • ,:. ,,. h° bQ2 >^ eA` P1 a� ap. a :iY' _ �A q'v q2. 7Lz N _. 8SZ7 ,:' g k S I -' , ,` i.. a2' °' •:'.. e�:" -..'� aA, $, , y0 ft, „ : `,aq O o' Z s �,QQ J.C.. REVELOP:ERS, LLC 1� b -' + - ; 'O N �,; b �`` I w o Gas Line Easement per Instrument No. 2001 10068. STATE OF w I. I Ah^,, 1b2 I a Inst. No. 2005-53914 Q , �O 4,;if i , 1. one: q°q = / zI 2e` eg2P $q2 = Z 'ii / 1ANP'' , ``� a I r'I't` �a I I bS 59. 10 acres f __ �q `-' _ �,� F v \�. t ' 1 _ I a^ ' / t„ t n ZE o Sewer Easement per Instrument No. 2004 '-35576. i/ S c`� \\ a°� �� a2tb :'! I gl',1 �q I F ''`., F,e` �(° b- '1 - �c'2 q`y° °a q� tiler IPF C ////��iO HA� \\\\\\ ° 1 I, 2 fj! bt ; ,1 j__ ; e / e ,., �, -re !A T.P .Ped /// \ `u �r �aA, } e2h 2 0JG 1 e 1 pq I a aPp apq r 1 �qo'q q`12 �o h --in -990.25 _ _ / lill111111\\ Su ct to all other easement , restriction , and ( is of w of record. , ,, bA - ° O., q� q b3 7 Y I 11 Q 5� I a' O �a 1,..� I I y �O a2 n yA �5 A r ;L I Pq! A° e Ie I `: , 1, - A2 „ I ,. $ea I '�(F'100 A� 1�a - ��� - , 0 p e n I e I d q P� ibq o q°q &9 _--��.%,�4 % II' i, _eA fie. a / � Q� / ie b 10 a q = Inv-889.93 ALLAN H. WEIHE P.E. 8827 ` 0. b `" 4 .I.I I I. I '' , I I .,., % ab- .- 2 ea. -pA Q A O ' , F i f ,s 0 - : ,,i d ,.. f -fe,. ,}`s, ee's f., eq b2 2q ,.° ° ,o,q°. .Q� 4 (Y °" 2�7 P'�P.I' g Pb •' 9P. I " E �a1' abq° aP' a'i 0 �2 t �° �q° q°e- _ 4hq ,ks S 9 `, w ev ? li a�j f y ` ...:.:: -,.• -.::: : _ '.'.2 P1 �0' j fah- q°g t°2 is ,8g° ; Pp n Q q PA Y' GENERAL DEMOLITION NOTES: 917:,-4165. `off ti i DSO. 10- aq°',, 4a It ' e 19 ;',,. ° a 111. tl ' V ' - a �' - - . aA, tea°'° I gab �a`q I ago I i 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY , . t, v 5 I, ,` _ 2b '0. ''a r_.: , .: aA S a ..0. p o « I a f b' ,; q P �a ay b2h p2.. pp. a Co ?q '`i ! i ! 'q'°, a 2 b' +e a ._.>. -:' 0p ..::_,.., b a �'Co �° q y� MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY ,,.1h i' e :{, a b 9 _:,:.. -� .L pa i 1 s ,I: -� q W b 2 � ^.I. I p .,, , _ ,±a aA a P -' -1.. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL I,i 1 : C y r,l I a av; I n,he 665 :.,: . O z b aq" aP. A2 f, '. I ,;TP OOd'.I: 0#15. :``Z` �y �, eq` e12� e 4 p ,. _ e� a „ eh 1° aq� . _` � EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO II,, ,O .,..,- �P� ,. '_;. ' ,. qIi ,Total - I e`' ,e -P I q°. ... �O -�' �. _n _..... Approx-Edge I 11 Pb 1bq aq� VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY 11;,Oq1 2e .. of-Wdods °'p°' .. :•:`'e \OcG� + Off, q a �p �' e , - A° ^`' , �a A AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE O \ , 11<,,I .,... '...Btie,.,.=,"_,..-, ...,:. ::%% W a o d i d A r e a J\C\ ob ,...00 11 Ap . Edge A2.: �`[t' : ',.,., : ea2 �q V : rc a a„ 'igaa' 1- ?48. - ^-, q j°,, aq ?q ..- ,+ea.. P1 880 Ab..:.. \XZ� 2 q of oods q aA' _ e°° e� r Z REMOVED BY THE CONTRACTOR. QI' ,,,'1 0 6° _..,- a° ,_,.,•'1q en Wire Fence 1q Q e ♦{I' ,�p ''. q "t *'i ,.,,,, '.4,:,. : V1 ,: @_ I If I S Sec„s.:. ,;*. _. P :, ._,:.y- Q ='tee. A' �e q I Son I P u� I - e 0 3. UTILITIES SHOWN ARE APROXIMATE AND SHALL BE RELOCATED, CAPPED tI!•�V���1 ;7-41115', °v ,,;,1P +40 O DO ^>2 T.C.-886.58 nP 11 a Pp ba ae: oub o' _7 ii 11 11<..Ph,' _. _..,,......_ e 0 : �;, SW lnv 874.J0n ;.r T, - .8 Deed- 1 -,-_,.. - __ !0 - �^ O ,_ :;' ' .` q°' l .; s, a. W AND/OR ABANDONDED PRIOR TO CONSTRUCTION. (� g V NE Inv-874.4 s r. ear' 1 -8' ,:' e'� - v W I .� °°i 1 Overlap jN/S)., ie .__- , <Pm µ;ye F hA - enca q 1`,Z fond P'e a. ", a ^��'1� v "° tees 1°o q°' �° `"', `` � ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY ... _..,-:.0 y o. VC .•m.v....,. -ib San MH 2 i 1 j. q c9 w J ® T.c. aso.47 2 q, q fy,-. e e _ - -° wer rO X. Ede qb 0 ♦ q1 ,N' +� e qyq Esmt. per (nst. //2004--355X6 2 . 4 PP 9 b. ,A a a, e q - > OF THE DEMOLITION CONTRACTOR RACTOR AND SHALL BE PROPERLY DISPOSED .. 75. 1 e ;'b° -__ o . t W W Inv-876.8 a qo e 11eWood..,. ongawaro!PF .., - ,.,. . 8 ,,_:_,. q m I W o o d e d A r e o �K-_ ,a a P : o ® ':'y'?-® .� :8 PVC o oods --y, a^• bq : x ,.. - 1 -� at--ca1c. cOr. „„ „>.,_ _. �. ?. .,�,_ q. ',✓� P' e °pi :.�. fi E lnv-876 9 +e a1. b"',.. w 3 by ,° S.87 ° q p0 - Son,MH OF OFFSITE. 0 z._ 08 6_ E. 6 0 1' b tD 1 . .., .. _ 1 _ 1p., ,a� --,... A 44.7Q -, A ,q Gravel T. . 1 1 a^. +_•1,ii..,,P ". , j, z .. -- „ _._" ...� ,.�_ + .. e, °y -- �, c ,88. 7 5 TY ARE TO BE REMOVED AND - 1^ _ InsL No. 96-3 P q ® 1 W Inv-879.3 sj p ele.aa S PV 9936 ,_ •, - C_. A ? South Irne trot. 11 , ,,.. t +.- J _ 2-.. OVef01l n - - - „' a 0 S. ° f, ! ". °O°b!{® _q . n ` ,��+ ALL EXISTING BUILDINGS ON THE PROPER .. �.. 5 � v- Parce!rq Insi. 96-1 -'�'-• ,_ " •- o P 6 � OD • a ��+� on o' SE Iny-879.4! 0 e P �b :,:::::r�P e1SNr1'MH G.O:g3. .. - o° - a (N/S) # 3298 0 en ne n - _ q ems' _ 8 PVC, tSI q re Fen o, _��� q �® E Ag 67#4 P e ce qo• eq, E•- 83 .04 a 2 20'Sewer Esmt. per Inst. MAY CONTAIN ASBESTOS MATERL�L TO BE REMOVED BY THE CONTRACTOR �j/�� H d _..._ .b°"- , ,�� ,� F£IItNr .h ,,° ,:. _ ,, q -�'�' ��. . _. F 0.5 W of �� - ) �e $ s„ ,. ., `. a . Remnant of HOWARD G. & a aA #20(w-535576 qP I °�°op 11 nw ?2 XBIeWood Subdlwslon aa+ \1.�,,' h San MHO \E 1 -NE Car, Benewood _ 1 q q ° 6. ALL STRUCTURES SHALL BE INVESTIGATED FOR POSSIBLE BASEMENTS, OR e MH G0.#4{ea LC.-890.16 xxi Son-G.l MARCIA R. HENDERSON T.C.-890.47 -ta a B- ' ' e�`c opo No. 2005-44405 2A ��-�� W Inv-873.a Fe" -89o.ts'BSO EX,(w)MV-876.8 PP e 1 O! ,e e,e O z� P`p sr a ''" � e^ Ne inv-slag W my a73s Deed Book 234 Page 62 Er(EIrN�s7s9 m CELLARS. FOUNDATIONS AND WALLS TO BE REMOVED COMPLETELY AND F o ,... Inv-873.9 _�- - p.,i1P • :.n �eJS�oc o� Plat Cabinet 3, Slide 670 a EE'srsBdfl?s ma NE PROR,(N)INV-867.90 1' a b' � i Q "I Ex Son MH G.O,# � A Pa rear TAKEN OFF THE SITE. Q �, +qI 890 e°i TC.-88 e ^ Be �0 COMMON AREA I a � q 7. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF SITE. Ira •`� �: MARCIA REYNOLDS HENDERSON w Inv-e A 1 �{ to t Voriable Droina e Utilit & Sewer FSmt. per plot SE Inv 94 m �a eo e ' y' z Instrument No. 96-39936 I 8. CAP ALL WELLS ON SITE AS SPECIFIED BY THE INDIANA DEPARTMENT OF Q e� o z °S - "I I foe m �R ENVIRONMENTAL MANAGEMENT, HAMILTON COUNTY WELL CAPPING \ _D ORDINANCE AND INSPECTED BY WESTFIELD PUBLIC WORKS. p` 9. ALL EXISTING SEPTIC SYSTEMS ARE TO BE LOCATED BY CONTRACTOR ON �-�I I p. SITE AND REMOVED COMPLETELY. `� O Z BUCKEYE PIPELINE 10. ALL EXISTING WALKS AND DRIVEWAYS TO BE COMPLETELY REMOVED BY ��\ - CONTRACTOR AND HAULED OFFSITE. � v E-+ MR. ED GARZA 11. THE CONTRACTOR SHALL OBTAIN ALL DEMOLITION PERMITS REQUIRED BY Q', a BUS. 291 -31 21 CELL 502-2029 THE LOCAL AND STATE AGENCIES. � IQ4 � 4527 N. MERIDIAN ROAD 12. THE CONTRACTOR SHALL REMOVE, ALL EXISTING FENCES LOCATED ON O U1 W HUNTINGTON, INDIANA 46750 sITE. G W p-, zZz U 13. THE OWNER GETS THE FIRST RIGHT OF SALVAGE. W X MARATHON PIPELINE HOLEY MOLEY SAYS 14. POWER POLES TO BE REMOVED & RELOCATED PER UTILITY CO. �, -II MR. DEREK SHEETS „ „ 15. THE CONTRACTOR SHALL MAINTAIN STREETS FREE AND CLEAR OF ao w I BUS. 291 -9460 CELL 432-4356 DIG SAFELY SEDIMENT AND DEBRIS. w 10 10722 EAST C.R. 300 NORTH "IT'S THE LAW" 16. ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE a q W I o N CALL 2 V",FORK/NG DAYS BEFORE YOU DlG TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE < INDIANAPOLIS, INDIANA 46234 1-800-38?_-5544 a' [_,, ,i `-I "I I SCALE: 1 = 6O' CALL TOLL FREE OUTFLOW. D, ti o J Lo 0 g PER INDIANA STATE LAW IC 8-1-26. SHEET N0. M- " IT IS AGAINST THE LAW TO EXCAVATE ,°oo z_ WITHOUT NOTIFYING THE UNDERGROUND General Utility Note: 0 3O 60 120 LOCATION SERVICE TWO (2) WORKING ,o-, DAYS BEFORE COMMENCING WORK. ID In E� oa w a: C102 1. All Utility Poles rrlust be within 1 of the Right-of-Way. If it will be z o�} necessary to relocate existing utility poles, the cost of the relocation PROJECT N0. °?\o shall be borne by the developer. W� W06-0031 U}I-O o�<-, n_ f c I 1 n 3 1 10 9 8 7 6 5 4 3 2 1­_1__._­_­_­_­__ J 857.8 ME_ 871.3 ME N.89'43'1 1 'W2" 72.28' i 875 875.1�ME, - W�6 FIRE GATE HYDRANT • .--� AG 00 C/�11 , �; • ` 882.4 ME 1 875.7 ME ELIEV G874 78 SPILLWAY 880.2 ME _ -4 'T E-4 11 10'-L S.E a:. 1�_E. -_ B� I �O O i U -- - - - i , e -- m 3 65� - e'e - - -- E �_ -- 10' L-S.E. _ W M N qT - nza -875.9 - - �_ D.&U.EI `,` -r x r0 15,:D.&U.E., I r 151 &U. . 1.00% 1. 09 876.00 `- - - o d° .�6�-- �x�\ -�, -•�1x'�-�, - - -- - --- - - - -. _ s9 OF 1.00, I GENERAL OTES oho. 00 �- __ -az %Cp. ��' ' i ' A 64i' P, y0. r00 ��� P x,77.7 - n? - ,- - ___ o 5 �'�. _N 4! �V, 882.0 H_ 877.5 HP 8 00 760 '- `� t O y , ` I z Gj 5 , i' STM STR` .-� ri 30 e a.. J d 761 - - --- - 30 D.&U.E._ BEEHIVE IN w j �\ t\e \e \e BE�FI,vE INLET 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION m m 00 v tjj fG., TC=875.57 o v, I aj - rc=676.66 INV our=s71.5e < OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING , A --- ,' F' r INV OUT=872.45 _ ,- ❑ ^ INV IN-871.68 _ s .' W �i 77 �� ' ' - °_, , - / 874.4 ME r INV IN=872.55 _ - w NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS ,� 20 REGl�U1TED DRAT SEMEf�T ' 25`OF 18" RCP + 0.327 1.50 -. x (MIN 25' FROM TOP F.._BANK._.. 10Q:YEAR �AIN _ ti I OFFICE. w 1. . P ° o Q i `a FLOOD - - z 2 M,F.P G 876 8 ` ' O �, K EIEV. _ o I EXISTING PRIVATE TILE CROSSING TRACT TO BE U y 878.3 I STM STR: 759 = a M.F. ,G. 876 CRUS ED N 3 77.2 8 CES a H AND OR EXCAVATED WHEN EXPOS I . .• E I BLOCK \ J I w ED DURING O W La w OC \ T ; y a�68 INV=871.50' > m ¢ a E-1 A I 1, CO $ P�1: 1 1' '. I I I o V.W. .&U.E. ` �1 F, I 1. 11� �,� `­� 1 6A \6 , " �I s° r, LP � TIILLESTOUBEIOPLUOGGED & SEALED AT EXPOSED ENDS 1 � g �� M I a 4 � a F , I I o � W � � g E ,, I ,- � I • r� ® n ® N w 3 a I SAN STR / a I i �: I � ,�, " o Z ASTERISK (*) w i o TC=881.50WLC9 ^ n 1 SAN s wLC914 a- o BE BUILDING RADEDAON AN INDIVIDUAL DUAL ABASIS & WILL BE A L pi DO ;: TC=88L00 o v I w '. \ STM STR 762 = STM S 0'1/2 R W a _ ,,, �DWAY , , , 1 - _ . INV qUr-466.48 INV our-asz7 rR 7s o a MINIMUM OF FEET ABOVE THE 100 YR. FLOOD ELEV ` � INV;IN=856.68 884•-3 CURB INLET(TRIP ) NV IN 857.922 OUTLET STFt W/W/ - � � U) g -.•. . - - ' o NP w 1\: 883.2 6 ORIFCE ® o o I-4 y SEE DETAIL 1 ti r p 40 B.S.L TC=678.92 0 4. FINISHED n O y, kK­ ? F� - ES s ,,,. ,,. �,c sa INV our=674.46 �;u 10=871:50 N NISHED FLOOR ELEVATIONS OF ALL STRUCTURES �.,L., I . ,.. e R s•, � 3p SS.E �»� = J z�, �!,� I SHALL BE NO LESS THAN 2 FEET ABOVE ANY W 1J: ,.`•, t r $I E. 0 20 D.&U.E. & S.S.E. .T o INV IN 874.55,,� p W I Sao O - p.&� - - 25'D.&U. / � o ,. ��� 5 880.0 E & ss� A. ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD a 856.0 l �, o W._ 879.2 E & ^a y o �A 296' F 10" SSP 0 0.35% \ A ' coN cnoN eua- 86 ° yFq . Sp ® �.35� >> >6d, / ® ` N (WH ER).ROCK c.tEcK EIMP-oN - - -` - .._ ELEVATIO ICH EVER GREAT I� a 6`f� 1 AO S OF,' 15' D.&U.E./VEGETATNE ALE(USE \ ', '_.`/ :., 9,y� �� _ ../ 'O �S, �••. - I O V4 I,,•.. .,, .. - ` ...:.880' 151 _..--_..- ---- - --_ ----- -- \ Q / ',1' ..�Pg'ST NATrvECr:ASS¢ �'e'Q \ 2 0 / 4130.66 5. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE 00 _�1" p C "..'r SAN SIR WLC913 / .'. -,i/ ..._-PC 7+88.96 880.13 p o I P 6+08.88 P7 5+72.1 HBO �G °F : (� �l. ` ; a>z. ME _ x1: _rc=876.00 .-. �r,�� .. a+oo 7+09 9'48'17" w _ 6+0o s - 6 F. •. ANY SIDEWALK INTERSECTS ANY STREET. °0ow.ar : RFEk o �� = o _. - -m . _-.� �� �o 01 INV OUT 855.73 010 '' m \t ti Q" 1'O�, INV IN= 5.93 O 8 879.7 11ip.7+37,5q 7�.�t79 �' ;,,878.90 879�t2 , 12? s cP� I I d' I�y o a•Uly. - , ; . �`. ' 679.5 m . 28' OF 12 EiCP ® 0.507'R •4 'S �' I - /� W ;1111 , A __ .__ ;5 ,> --- -- -- -= - -- - -- - ----- \�A�o F '. w 6. ALL SUBSUf2FACE DRAINS TO BE CONSTRU TE 878 M ,,°' e` M.F.P:*866. Joy~ .d� �5 w^u /SD• �, \S ��� \ u o r� o LE WALL, SMOOTH BORE PERFORATED (HD PE) H W , 7Q p° 0 010 !� BO2q ° \ O / GP Sr I V w m , ,:111: , ,., / , � I 1 Doug � � '� /:::: w'Ag' �/ Lx� 00 MWN.. 0 879.2 STM STR 763 r0 \ r� 000 P o�� PIPE. w F T r / ^ WAR as 20' D_&U.E' -CURB Iw FT (DOUBLE) S /y >� yy>y> JQ j w-w vi 859.1 ME U„ h 0 / 9a r� 8 9 tiq SA VZ > r O Qy I o-o BLOC O �. ay �l y �F1 TC=878.92 {y r '6 y l I I I 11 e e� e e 4a x ? r l F o' 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, H 04 J _ _ _-. I. w; 't `,: .-. _- >.,, _ `J 0 0'�h� >`� �' 1a 00 �r INV=874.69 FR \ ® o z I. � �y �� / o �Mg7N ��0 99 0 �oe> J M.F.P.G. 876.8 a �� I I 0, i:1 ;' ,r �` s ,_ P „�� s ��y A ' > LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR 0 W 11 i Q S S 701 7� ., �'w ur . , S SV� 40 L �N SANa TOOWLC9iz 0 z, / n ,�- \ sp 877.8 m 1187 -' OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE U 4 CES.' i „'` TC=8 855.iQ'., hO�i ��2 Q�, OL10^�1y9 82.E rea O / ° a " I ,L 1- w RIGHT OF WAY. 8:. I INV-857.50" ;' t ' ',`860.t.ME.. NV IN=B .3D 4 �. O off' �t X00 0 �� oee °'O.?r, � r- �r2. 'oo A - - . 3 ® 1 J � �' w z SAN STIR WLC917 0 r J1 �� �N o. O O`S �\ PcA �jA d w� � V snni:�rR; c"907 es asd.2 ME o h s x� �o e_� g� rc=843.04 8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER Z, J" , •I; ,' --- 111_...1.- '_� 0 1cO• ��'�*O'P 29 • ! GFr?. \ Y_9, SAN STIR WLC916 .,9 _U R�7' INV OUT=860.01 (OUTSIDE DROP) ' TG=86200 ;i �0 ti / �P \ �\ 0 \ to �� v 9 S TC=882.00 I�23� � THE STREETS. y W �' INV IN-860.21 H i INV,OUT=645.12 " ! 0 INV OUT=858.91(W) „n �., .- 861.0 ME U -' ,, S t. \ ?s cS, �O 1� \`�G 883.5 .;' INV IN=859..11(E) z Q kn �; o INV w=asl.3s O 9 ARE TO BE PRIVATE STREETS I w o O eF J \ ro°� sT\ °\ .F ro, - ALL STREETS ,:, 2 u o I �U ` ' B, I I �' . ,. O O P �L�r NV IN=660.77($) o _-� �j ® " , ,'7/, C 5 l ftgy 9S \rJ J O S.L. M \; >s O �) , 0 0" r ? Fi y0 s 9 Fu a< V.W. B' S.S.E., a w a� �O. 877.0 r S> y l ur a4 U.E.'& �r�, a r G 6 G an V. 0 35%I 11 II Ira . ,• o \ 2?Q r �A J �x Ssp ® SAWCUT AND REPAIR EXISTING ,r oM I a'1 SAN STIR WLC909 \ M.F.P.G. 874.8 ` Bj o0 1� PAVEMENT AS REQUIRED FOR I ° O S r w ILII; i TC-136810 862.9 ME op �� \. *, 8j SS r \ d \ 258 �F 88463 SANITARY CROSSING. ❑�0 oII INV, ill 7 i \ S• O STM STIR #755 \>� \ r p0 ii 1 Z dt INV IN=853.37 '' 6�• \ Cpj O O �' w I:ei - o e P SOLID MANHOLE r P �I.,, t8 871.7 ME o :�Rb rs" °, q' l 2. S 4' ,, _.tom'"{`-- > I o •° y ry \ O O,c,'F �c9 TC-879.00 P� O x3 \ -¢ - , r v JJ - 2S ¢G / ,� STM STR 748 INV OUT=870.28 \ qo\ h 98 vy S W > II J F� CES INV IN=870.38 S !OB R¢ ., yy s o r T o \ _. ? PCp BL 7Y ,,r O O 9 8g -- �� Q' o Y INV=669.6Q LICK 29A %, '�� �� z9 5 wAU o - II M.F.P.G. 866:5 �, _ r$\ �Fys eg?6e °, ,,- as3.32 z o w J .. w o 10; , , .a p ^ \ ro _ . p.. P B S s. $82.99 Q o° o Gl , �" _ - _ STIR WLC911 ' w _ 9 \ - ...STM STR 754 9/• O I - " m , III _ - 8 48 F ..P \.., +$ 7,d* Pi 46' F I Q I w / Q r� (D . -- \ .T -866.00 N SOLID MANHOLE \ 5 O - _ �j - _ _ U z w LEGEND M * \ �' = R, _ 10 ' ' ] = RIGHT-OF WAY LINE W - M m z x " , 1 1 rERPROOF CASTING _ B> !G _ p o L6 o v co N II, TC 881.60 ____ -- ; p' S.S.E. r4 `,, i Qur=854.40 8s 8 i & � "- \ ". INV OUT.=869.82 F e- .� Pc 1+38. 0 5 89 'S2" w w = STORM SEWER LINE o � � o rn � w F ' -- 3 % -, A. M.F.P.G. 868.5 / - -... _ \ \ ¢� _ it IN=869.92 ,! IS ° ,..;" II a ® 0.35 N IN=854.60 28, /S. 1 .00' �I - SWALE a �n ° O Q v Q N ; 279 OF 1- SSP o r SF �, STM STR 753 ti 8 - - __ - 887.00 = SANITARY SEWER LINE , ,T ,w , ill ,1 O+ 1 Id CES 1� o S 6 �f o • -1. ! _ `' SSA c�1� �_ dNV=869.60 Y E 883.96 884.68 Np - MANHOLE O� 0 a V � ��°� - w EL -� = FLOW DIRECTION 1 ;1 II ® 5 �0 01 0 °1° / �' '� p&U.E ^, 4 5 wau o SANITARY SEWER \ O 1 S 000 �0 x 86 1 ME `\ 15 •., ' '' -� _ ,d � 6 � 1 �/ ` ^ \ 883.63 VALVE � •• -�'-- £ O G > �--�-"" - EXIST. CONTOURS _ SAN STIR #wLC9o8 Sy , , p ° \, - O' V �� > o = STORM BEEHIVE INLET I , I _... .:. °.- / `�, Q - --- ° H80 '`ILV - _ 10 c ,0 10 1010 c0 c0 c0 ^O TC=868.60 ;' \�, :1 a v" �`�Q ° n / : 869. `�'`-� �' F ❑ = STORM INLET o 0 0 0 0 0 0 0 0 0 ��. II t 0 ° 6 / / \ 2 61 �\ �__ _- plN, W _n_�__`___m_1i INV OUT=851.83 `'' 6D J ,, _ �. 10 YR - ``� - .® 6^ WP1 8" AW TER MAIN Rpa HOLEY MOLEY SAYS T.C. = TOP OF CASTING F ���������,� I .r II I INV IN 852.13 /OF xe , ( 100 YR. FL _'_- Q O' -14 D r m w m m rn rn m rn I i O SAN STR #WLC910 .\:, .\\V \ I i. ��__ -- r 0 4 f f » 4 (OUT$IOE DROP) 0� Q1 eL� I `7 5D' ;R W INV. = INVERT 8 ".5 ME aI = =�- �•t AIVIA ELEV• = X� - q� 866.0 ME DIG SAFELY RCP = REINFORCED CONCRETE PIPE II tC=868.50 �� / / \ ''" Vii*`,` __ FIRE HYDR �� SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE II, I INV DuT-as�.al(Nw) k95o. ` -_-_ 0 4 ALVE 97:50 " M.H. = MANHOLE INV IN 854.1, NE) / e �.; 65 -_ ITS THE LAW _ II NV IN=861:50�SW) / �S a �0 �° _�- -- "'�- F ° 8 STIR. - STRUCTURE I ,� 1 �y , - _� ti .S.L 4 CALL 2 WORKING DAYS BEFORE YOU DIG . 5 8 aa, ® - m +, � -- .' D.&U.E. - DRAINAGE AND UTILITY EASEMENT �, II I I.. ** SAN STR WLC921 '`- �6� ��� D tS MOUND U t _ hQ \yko oo� �� ®05.3 E - - - _ ro\ EMEFGENCY SPILLWAY 63-$64_ �� To RE REMOVED: 1 800 382 5544 SSE SANITARY SEWER EASEMENT - m `.., EXIST. HOUSE INV our=464.40 X. s* tia N.,roe - -__. `� _ i ELEV 871.78 874.8 ��' -ism-- `x. = 8 ENT w I+ 0 S 1 1 0 O �' - - CALL TOLL FREE R.D.E. = REGULATED DRAIN EASE m („ CD C .' TO REMAIN INV IN=864.50 0. of o, 1 �P� o ���, - --- __ �; 2. 886.5 ME B.S.L. = BUILDING SETBACK LINE Q ` to v „ 0 �E � t, sI-\ \^ r� ^ ���Q YR 87 . PER INDIANA STATE LAW IC 8-1-26. 1. �. ti�01 FF Y� 1 ���e. �' __G �Cy� i". �' I� D.� `' _ 9� �� o P 8 / IT IS AGAINST THE LAW TO EXCAVATE V.W. = VARIABLE WIDTH w F_ o 11 �/B. t� ;d �^ U.£.���V�� o MIN. PROP. = PROPOSED o °w STM STR 702 1 E O SOHO o o '� _ 1 " o' WITHOUT NOTIFYING THE UNDERGROUND I II 867.9 00 0 �� �� 0 o !1' \ �, i 0 o° ��° _ ME = MATCH EXISTING w SOLID,MANHO C� �P 5 0 �? � O 6 - o LOCATION SERVICE TWO 2 WORKING - r (1 TC=86,5.80 o F Co �� 1ti �� 87 - °� oo• F DAYS BEFORE COMMENCING WORK. TYP. = TYPICAL ° �o a II w m ��, O �6Fc`'�®O\ ^ P OJ,00 000 O eJ 9•a ���__-'_ v W. D.&U.E. o \� w a o oo � INV OUT=85 '; ` 0. �PQ 0; ��' I �D ^(v'.. A es ar - �•�' 3 ` 887.02 - - - = SUBSURFACE DRAIN AND SUMP LINE w z v w ¢o �1 I INV IN=85 . 0 w ro� / '���f 1>� o CCI �O� OF �F� JF sw u ,.J \, w t-w z o I , ,e•oc o ti r !r 1 5 OAS ffy 3s'�a'sso nr. (RDPE) a+a '874:8' o„ 874.8 J� Q O rn o c� °o N „ a� ti //�0 �0� F��00�F X68 �°, ��c^ WnN THE LAS z0'ro �Q �Q 1 k - WATER LINE W z o I) .,° of S�APO ti 10 �O v- F DL cVP w nl nNi x - _ F v� � ;�� v� o U z `a h S��VO n0 y1� �,N050 t�-11%1 y�� 866.7 ME I ', �4 "�,, ° P O�� �? _ zd wo ° N. �" /1 5�00�, - �e Oc, �,�, o A curio P�Hcso o h� ,�a. - . O y 1� �4vQ m - CONCRETE END SECTION o i I -o� o , °II h a �* �7 o 00 0 1 "I . ti O DETAS c - i ,�. o. s»� �O �o .1 0 N o � Y w z -mo w uj ', o'� O 1 C� C�0 `'110 c5 867.6 E ,:: ` �'� zw F T I) r �. - P' ,' I!;, _. Q o �' 0 y�ov, Q -{� LOOD ROUE z F-ozm nU Vx�� N 0 1� G off- , �, ° / STM STR 747 �"'�'� / / G /G Q ¢ 878.6 II J\• �S'-S-O-p 35' 4 SSD TAI. '� �c. �' �C� J ¢>_ c9 - z z ckf® _ z o �P .b / o STIR W/ (r,uPE)wIm THE F \5 Q D00.0 = PROPOSED GRADE ra z-w-w w w w°- cil�,: _ 5 /O Y 1. �O F . ,!ow o(i'a vaaaaN o. 6 SSO a STM STR 709 866.4 M ! \ d ORIFICE ® NP 1A5T zO'to BE cMP F \ Q- r, I II o 24 SOLID MANHOLE. ' O 970. ME \e wiTH aNIMAL,GUARD n� `� 3 `5�� -° STM 700 = o w°�In 2j cn In cn v,�.1 ° I( srM sTR 769 3 a , O: & �, / EE DETAIL P �F \ o>o # PROP. STORM STURCTURE N0. Z z z z z z N TC=873.90 v ER Ncso DE�A S <e j 4 ° va o 0 0 0 0 0 BEEHIVE INLET g0 ;o II = sy ! \ dJ�C INV=869.60 0- &0-2 �� �� °- n N N n n wI II- s _{ ® INV 0_1 866.66 A J 0 /�� �� ' :a SAN STIR 900 = PROP. SANITARY STURCTURE N0. ooz --- ° o TC=867.40 s '� c0 , III '� INV IN=866.79 Q� ',. t_ `, •(�,�' .. J< - 0��'� °- a W w Ci�l¢ C� INV-865.24 ^ b* ,c�/� hY O EksnNG MOUND oII, ( - �a GF ? \ X78 SAN STR WLC916A Q�5 �� TD BE R OVER' _ 3 2 o w ° O / o' Tc=878.00 5�/ a+ a wvv - EXIST. TREELINE o\. I a - 866:3 E / �O F3 �, Z 111111IIill X11 ■" �� o STM STR 708 a�1.7 / INV OUT=870.09 soo oS��'` 6s2o�ME w z = PROPOSED FIRE HYDRANT w lll��i// 11 II \\ G yol�4 OF.12 RCP to o�ur SOLID MANHOLE �` 666.5 M / z o _ \rl^rI, + II_ rc-876.00 q�. _ ass.2`IE 01 Q / 9e4.sa• PROPOSED WATER LINE VALVE `�� .•................. F/ ���II 0.307 - -- , a m INV OUT=866.26 2 C➢6i 1f 866.8 ME O� 68.8 ME ?S Z `, '71 ��G�T is \ " -� - a II INV IN=866.36... c9 �A 1 `' - �� i _ 1'' CES S� 1\ O o . F6 '�� o !! s - PROPOSED PAD GRADE ; II I �� 871.3 ME­ ----- C &u E. Uo I o �F `d INV=a .7 ��, �j , "' QQ M _ N 0. _ o I _ ,`,. _- 15 D. G o 857.3 I` II SAN STR WLC92 m m ' -' ooF. 68 �yf -. , ,,, l W p&u \ , oC 36, / oo��` so ?S ` = M NIM M F PR T T N RA = • • _ °� s FO i P �� / (� M.F.P.G. I U LOOD 0 EC 10 G DE _ $HZ7 / j O �� a� \ O' '` C. 870.1 ME dfj FC BJ 1�. 4, �° / TC-876.00 > N, OF PADS. MINIMUM GRADE FOR ANY ,.: _ 1111 - II \\ STM STR 768 874.7 ME INV OUT=868.30 \ds \ 5 �P��� ,�' p9j ?y�9TF\ �6 0/ 001�� il ti 'O `•. 4 EMERGENC PILL CES INV IN-868.40 `a ti F.p O' �F COMMON - ( STATE OF 4i . , I „ a 0_&\ �0 �4 0� o \Q SCALE: 1 ' - 60' - O •. STRUCTURE OPENING DOOR, WINDOW T `>J h 868.4 ME �9 �/ Q9/ \ Q ELEV. 868. 5 INV-864.90 �s. \ O o e ,\o� b F SF 3' r ti / WELL, OUTSIDE BASEMENT STAIR -i •, P �� T\ \ V .. Q/� o \ TO �1 \ ��++ iscYi ti� QQ ��.p�O �- ACCESS, ETC.) i,1�FS �G `�� 1111, a- mop. !',o ~`��00�1 00h o 867.6 ME TfC L O� O B9N 3 ME 01 EXI NG'oOUx //////`s"OITAL `\`��NN, _ \- _ _ �' �� _ AREA D \ lq F 0 EM 1111111110 o I ,, . o 0� 5 0�0�o \ L C //lI SO D STIR � II... _ .�` ,' -. - --. , ��s\ \ °s �; _ -\ boo �/ , 0�. / 100 �K 0 0 30 60 120 \ s ^ �r Y£AR FLOODPLq/H l�,�t3o.93 I \5 TC 876.00 . INV OUT=863.10 n a o o Sj ejo I 867.2 "11.3 Gtr 2 w�4 T\ is 'sx>8 \Oo 870.0 ME F�F BA01PT CON ACTION OC 871.5 ME / - ��. INV IN=863.20 OF. s % \ ,, \ \��° 4.1• / 4T, �� /T[� Q $ ALLAN H. WEIHE P.E. 8827 ®2.79% \O A d O SWALE E NAl VE �A -i I V 9 �-, 6 �\ \ STM STIR 704 (s o� h0 0 s. \ 8>3��0 &Z �1� ,, 0 4 ^ GRAS / o� 8,9�ET STIR W/..- ,S \ 7`�\\ .> .�y . y o° (,� s oRIFICE ® NP �sx s . rr°. a F� goo Y64R S ALL EXISTING OFF-SITE DRAIN TILES THAT ARE 11 0 FLOODWAY SEE DETAIL \ �30� B _ I INV=864.90 k, TAN sTR 'wLC923 1e, moo. s ,ory �t ENCOUNTERED SHALL BE TIED INTO THE PROPOSED 1� � I " 26 %^ � o �00 QQ I I -Ga O TC=877.00,, or \ \ \O� 1, INV OUT=869.01 s P li ° �: t� STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. \ i I �j INV IN-869.11 �\ ,pl * 2 I, p� 1111 016 ... \ � A ,?x '\ % 11.D ;, ; °. .°O \\'OO o 68� ��� a7zs E � �qY \ \�� -_ _ \ \ Q �P�� �, o SANITARY SEWER STRUCTURES #904-920 v I O / > \ ._. \ h �UF ooA° 873.5 ME S U ^ \ 0 - �, � 871.2 Q U 5�.. 69. ME Q 879.33 SANITARY /�� / ��°� �\ \°> 4- �o0 8j ARE PART OF THE EAGLEWOOD SANIT 1, ��P� Q F o ,' o / - S / �S _ h / ��0 , � 1 1 MP- A I SEWER INTERCEPTOR PROJECT TO BE 4 O Jv� Oy 00 -0 �� 5T CONSTRUCTION ° ti . � a BLOC ' ; �e- Z'10 y. s \ ,i,rp �4 �� Op swALE(usE NnTriE: K - W ---,. GQ �, ,0 '�00.._..8 l \ 6j _.. \ 6 F r ;.' '`.,_ - �p GRASSES\ \ / - e-". ? 8 \ c ,ti ~, 70� INSTALLED BY OTHERS. 9 , O �t , 1� '' � ," I j / o \ Q ax \ r 1ti ,. Q 1 Q �DO YFAR 2 % 0 of 1 O \8> \ 1q o,10 Ylf,� , ,, / 1�� �i 872.5 N_- �� 1b TYO O �6 uy S p ! �� i0 p, 14 O cn STR 742 O• / `3 9• \\ G e� G, 5 0 y V.W. a' ES 'I a t� 09 1 �• 873.T ME � e I I P 15 \ n 4 y�\ -\` 1 ,\ 4 8) �j 1O 1� 0 5 01 D.&U.E. INV=87 00- ' S 6?, dj 6 � �2 �1 O ; , 1,. �Q z �.. 875 V. D.&U.E 4 ' VJ 7�qq > , h 0/ V \ 46 0 12.RCP 13.047 by j S1N1'S-W '9G'\ .. .\� s A I I ' � oo . . -.� Q,, '/ �\ �QF, 1111 1111 _. -. 874.5 ME '.: v u I '�:) NORMAL POOL ELEV. = 864.9 '1! 8] . \ .y i - 5,� �,�,. 0 ^a ., 'i; `. 0 STM:-STR 43 I Z; 2 YR. ROOD [1 EV. = 865.90 < ' ., ) 6 ,}, \, 4�J0 1 „ . Q' F _- _ o �,' 11 9y dj /Y O S �1 pC�, FJ Q.. ers OUTLET,.STR WJ6 ORIFICE. YR. FLOOD ELEV. - 866.73 (,� O- S 4 �� ��� DDDR N _, i _ So fp S 9TF O`4•O�, `Z G .O\ ti NP SEE QETAIL �_,� ROOD ELEV. = 868.65 STM STR 704A 6 \ I ^C Y O �, .. 1 / 2p. �n r� O \ B ,. ,_ /( a 0., _. �/ 879.00 80 R', $74. ME. `' 1 tsEV. = e7t.oD cES o \ o \ e '9 a �U r > r 5 O �' v. M7 O.D i, � / - tar - M,-ELE'. - 856.90 _ a 9 0 - ; 4 .� F ,, - 1' N? ,. RA/N - \ NV-864.90 Sy ° ` r xg r;: 0 G t.J� J OCK 5 SAS � I. - F \ \ �8 0 �✓ � F`0_�, 0 o:.. 0 TOP £.., / \ \ c�'f 1hF wco- p��� �t ��BANK E..- \ '\1 w rc K / �0 -x',21 ', „ / ? /t`, G�•• , "�AS� _.f 1111.. ,. o - -� ICDf NOV CDII 1 WAY . ,>I.-I-.. rk r I I I �Q I MATCH NEXT SHEET -- a STORM SEWER STRUCTURE DATA TABLE STORM SEWER STRUCTURE DATA TABLE C4 STIR. # UPSTREAM DOWNSTREAM TOP CASTING PSTREAM DOWNSTREAM PIPE PIPE SIZE IPE STRUCTURE STR. # UPSTREAM DOWNSTREAM TOP CASTING UPSTREAM DOWNSTREAM PIPE PIPE PIPE STRUCTURE STIR. UPSTREAM DOWNSTREAM SEWER STRUCTURE DATA TABLE PIPE STRUCTURE 722 STIR.23 STIR. N A CASTING TYPE 1864E90EV. PIPE N ELEV. LENGTH MATERIAL 1 ND SECTION 746 STIR.47 STIR. N A CASTING TYPE P1868ELOV. PIPE N A LENGTH MATERIAL SIZE TYPE cn # _ _ 12 TION � 1 STR, STIR. CASTING TYPE PIPE ELEV. PIPE ELEV. LENGTH MATERIAL SIZE TYPE 723 N/A 722 N A N/A N A 875.00 94' RCP 12" END SECTION 747 N A 746 N/A N A N A 869.60 179' _ RCP 12" END SECTION cr+ 701 702 N/A N A __N 7A_ 857.50 N/A N A RCP 12" END SECTION 724 725 N/A N A N/A 875.00 N/A 0 RCP 12_" END SECTION 748 749 N/A N/A N A 869.60 N A 0 RCP 12" .END SECTION �I I� 1 702 703 701 865.80 SOLID 858.90 858.80 260' RCP 12" MANHOLE 725 726 724 878.50 BEEHIVE 875.18 875.08 25' RCP 12" INLET 749 750 748 877.23 D-CURB-TR 873.04 872.94 304' RCP 12" CURB INLET STRUCTURE TABLE LEGEND 703 704 702 873.00 SOLID 863.20 863.10 240' RCP 12" MANHOLE 726 N A 725 879.00 i BEEHIVE N/A 876.14 260' RCP 12" INLET 750 N A 749 877.23 D-CURB-TL N A 873.18 28' RCP 12" CURB INLET � a 704 N A 702 N A N A N A 864.90 61' RCP 12" END SECTION 727 728 N ,4 N A N A 873.00 N A 0 RCP 12" END SECTION 751 752 N A N A N A 869.60 N A 0 RCP 12" END SECTION D- DOUBLE INLET � a �, 704A 705 N A N A N A 864.90 N A N A RCP 30" END SECTION 728 729 727 884.50 SOLID 873.85 873.75 131' RCP 12" MANHOLE 752 N/A 751 N A N A I N A 872.00 73' RCP 12" END SECTION T- TRIPLE INLET 705 706 704A 875.85 T-CURB-TR 865.64 865.54 214' RCP 30" MANHOLE 729 730 728 888.80 SOLID 875.32 875.22 273' RC_P 12" MANHOLE 753 754 N A N A N A 869.60 N A 0 RCP 12" END SECTION -L2 NEENAH R-3501-L2 0 � M 706 707 705 875.85 T-CURB-TL 865.83 865.73 28' RCP 30" MANHOLE 730 731 729 884.50 SOLID 876.82 876.72 279' RCP 12" MANHOLE 754 755 753 881.60 SOLID 869.92 869.82 71' RCP 12" MANHOLE -TR/TL NEENAH R-3501-TR/TL (OR EQUIV.) Q W z 707 708 706 877.10 SOLID 866.00 865.90 21' RCP 27" MANHOLE 731 N A 730 N LA N A N A 877.00 36' RCP 12" END SECTION 755 756 754 879.00 SOLID 870.38 8_70.28 117' RCP 12" MANHOLE o a 0I 708 709 707 876.00 SOLID 866.36 866.26 85' RCP 18" MANHOLE 732 733 N A N N A 877.00 N A 0 RCP 18" END SECTION 756 757 _ 755 877.61 D-CURB-R 870.55 870.45 _ 21' RCP 12" MANHOLE 0 10 709 710 708 873.90 SOLID 866.79 866.69 109' RCP 18" MANHOLE 733 734 732 885.62 T-CURB-TR 881.05 880.95 270' RCP 18" CURB MANHOLE 757 758 756 877.61 D-CURB-R 870.74 870.64_ 28' RCP 12" MANHOLE o W y 1-1 E 710 711 709 872.40 SOLID 867.12 867.02 75' RCP 18" MANHOLE 734 N A 733 885.62 T-CURB-TL N A 881.47 28' RCP 12" CURB INLET 758 N A 757 N/A N/A N/A 871.50 252' RCP 12" END SECTION, Z 711 712 710 871.11 T-CURB- 867.29 867.i9 21' RCP 18" INLET CURB- 735 736 N A N A N A 877.00 N A 0 RCP 12" END SECTION 759 760 N 'A N A N A 871.50 N A 0 RCP 18" END SECTION ww q N 712 N A 711 871.11 T-CURB- N A 867.38 28' CLASS V RCP 15" INLET CURB 736 737 735 885.00 BEEHIVE 877.70 877.60 30' RCP 12" INLET 760 761 759 875.57 BEEHIVE 871.68 871.58 25' RCP 18" INLET Q �j u 713 714 707 880.60 SOLID 869.98 869.48 400' RCP 18" MANHOLE 737 738 736 887.00 BEEHIVE 883.10 883.00 311' RCP 12" INLET 761 762 760 _ 876.65 BEEHIVE 872.55 872.45 259' RCP 18" INLET a �.y w c In ° 714 715 713 879.89 D-CURB-T 871.32 870.50 21' RCP 18" MANHOLE 738 N A 737 N A N A N A 884.00 32' RCP 12" END SECTION 762 763 761 878.92 T-CURB--L2 874.55 874.45 190' RCP 15" INLET a Q a ° o L, 715 716 714 880.09 CURB-TR 873.26 872.50 36' RCP 15" MANHOLE 739 740 N A N A N A 884.00 N A 0 RCP 15" END SECTION _763 N A 762 _ 878.92 D-CURB-L2 N A 874.69 28' RCP 12" INLET SHEET No. 0 716 N/A 715 880.47 CURB-L2 N/A 874.98 43' RCP 12" INLET CURB 740 741 739 893.93 D-CURB-TR 889.16 889.06 240' RCP 15" CURB MANHOLE 764 765 N/A N/A N/A 873.31 N A 0 RCP 12" HEADWALL F_0 717 718 N A N A N A 864.90 N A N A RCP 15" END SECTION 741 N A 740 893.95 D-CURB-TL N A 889.93 36' RCP 12" CURB INLET 765 N/A 764 N/A N A N/A 875.31 69' RCP 12." HEADWALL as 718 719 717 879.00 SOLID 867.54 866.00 41' RCP 15" MANHOLE 742 743 N A N A N A 873.00 N A 0 RCP 12" END SECTION 766 767 N A N A N A 877.02 N A 0 RCP 12" HEADWALL C103 _o w 5: 719 720 718 879.00 BEEHIVE 872.06 870.00 88' I RCP 15" MANHOLE 743 N/A 742 N A N/A N/A 879.00 45' RCP 12" END SEC,'TION 767 N A 766 N A N A N A 877.62 70' RCP 12" HEADWALL - Z°�m 720 721 719 882.17 T-CURB-TR 877.89 877.79 259' RCP 12" CURB INLET 744 745 N A N A N A 879.00 N A 0 RCP 12" END SECTION 768 769 N A N A N A 864.90 N A 0 RCP 12" END SECTION PTZOJECT No. o��° 0o�o ' 721 N A 720 882.17 D-CURB-TL N A 878.17 28' RCP 12" CURB INLET 745 N A 744 883.00 BEEHIVE N A 879.19 38' RCP 12" INLET 769 N A 768 867.40 BEEHIVE N A 865.24 1i4' RCP 12" INLET W06-0031 o on_ -- �- o0 10 1 9 1 8 1 / 1 6 1 5 1 4 1 3 1 2 1 10 9 8 7 6 F 4 3 2 1 SLR MATCH PREVIOUS SHEET � � � � SAN STR #WLC92 1,.. D gUf, / 870.1 ME PFC l'��J v 1L� F� ��'�v / �i 0 TC=876.00 �> ' L ti h \ 6 J O oqoqT \ ti COMMON 5 Il �� STM STR 768 874.7 ME INV OUi=868.30 j h1� / F Q J� M M 00 CES \\ C ?s o GENERAL NOTES: I~� EMERGENC PILL INV IN-868.40 o �° �o�^ ,,. � , , v' o ,^ °J g`'�`'',�, �•� 868.4 ME � � � Q X 1 � DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF w W cP' °o ® o��l�o o - PFCG &GF ti�� Exl NcEM- o DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION STM STR 703 sA e> \ �° Foo / !\ / 100 APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. SOUD INLET IL. YEAR FLOODPLA/N �C,�8os3 ' I o�5 V TC=873.00 u a p :A C'j ?o \ :• 867.2 INV OUT=863.10 o;` +' � Pon CONS cnoN O. 871.5 ME _ s ''- -, s\ s._, °� 870:0 ME Fq :,.. euP- ATivE CC 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND/OR Qy A INV IN-863.20 1 aF-12 �-' ', s. ° \ ' " � :. \ \�>, � -,,.,..-. � r.. ,. ,. swALE E NA1NE �2 CONSTRUCTION OF STREETS f-1 A ( EXCAVATED WHEN EXPOSED DURING 8, LE TO BE PLUGGED & SEALED AT STM §rR 7oa 9 s o O ® 6 �.> o CjA` OR PADS. UNDISTURBED TI sTR W/ s �\ o F, / EXPOSED ENDS. 8 � a 6 \ \�� \ ��:. . ., F� 10o YEAR �000wAY a 6 'ORIFICE 0 N �O ��• /- 1 I l SEE DETAIL ,.. ,�, -.-,:.;. • ' �j , SAN STR WLC923 .. _. _ _ � °i ?p, BS , '' °O�' INV=864.90 J7 = d < 2 QQ 3. BUILDING PADS MARKED WITH AN ASTERISK (* WILL BE GRADED A TC 877.00 pK - O __..., _. �' o ;•INV out=869,01 s �o- \.- �F. .- "'', - - ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE W INV = 9.11 o IN86 Op THE 100 YR. FLOOD ELEV. ^ L \ kit r� W 873.5 ME --- \ fie• 0 F. 10 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LO U a Q 879.33 LESS THAN FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR 2 W \ � .t. �• > r ,, O _ . o, ,, REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). r� OSt CONSTRUCTION - I O CI1 VEGETATNE BL 00 F a' ,.. `., / _._ SWALE(USE NATIVE..: L l.K RE REQUIRED TALL LOCATIONS WHERE ANY N OO 5. ADA RAMPS A A J � 16 GRASSES i00 2 SIDEWALK INTERSECTS ANY STREET. YEAR FLOODWA � . OF 0. `,. � \�>\ L,q��Y � ��"o �1� , ,, ,I •- ,,' .,f �4. 872.5 � ;.,-. -.STR 742._ � w ti 1 \� ?� O ' gs• F I ",. c oo v.w. Es 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH a 0 i" \ \ a CAF �1, 1� NV =87 00- 873.2 ME r� ' DOUBLE-WAL L, SMOOTH BORE PERFORATED (H DP E) PIPE V D:&U.E. 46. 0 12 RCP"® 13.04% • W I > 1 �\3 �`� h° ' ', I I R'� . Q., ,. `,��oQF� _. C/1 SM-S-W o \ o, Vo. Q _ , STM STR 743 �? NORMAL POOL ELEV. - 664.9 h �<ho 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING ET STR W 6 ORIFICE 100 OODR N o SEE DE-IL - FENCES LIGHT POLES OR OTHER SUCH AMENITIES ARE� �(R. FLOOD ELEV, =866.73 C SSo 4FP r S of o 0 0 ;Y F �;� �G �� 20 MOUNDS, W FLOOD ELEV. - 868.65 STM STR 704A d ® 8 6 �� lF 0.. �.. . 0 -879.00 8o RFGU 874. ME° 0 ° �o \ e \ s �` J. O P E`.. M n D NOT PERMITTED IN THE RIGHT OF WAY. ELEV. 871.00 CES \ O \ J \ B /C� 2 IN Rql V- r l a 856.90 p g x° >> 1 0�4 �� �O �C OC11 25 N EAS , ."_` .._ V # M_ELEV. \ IM/=864.90 Sg ° ° O O �5 r70 0, /. 0 TOP £. NT x BANK) ,W D UNDER THE STREETS. z..> 8. NO WATER MAIN VALVES ARE TO BE PLACE � E � PMER NCY SPILLWAY � .� V �. ELEV. 81.12 r I ,� STM STR#719 o �s o o ; \ `� e`er Q o Li _ 9. ALL STREETS ARE TO BE PRIVATE STREETS. BEEHIVE MANHOLE TC=879.00 1 X57 sw,, d d� , � I ; '+ INV OUT=870:00 •Q > ;. �6, �C \ G ,, , `?• � / a 38 OF 12 RCP .BEEHIVE INLET o .� ¢ INV �50% TC=883.00 v 3 INV=879.19 J 0 5 i a so �•I° / 1 1 STTd STR 76 °$ o?S� �� �� S 883.0 ME =87 . �AH7 6 1 1 HEADWAtl I h �� °o . 00 k Q - 1 YR. INV-875.31 J6 ®` ,O _.0,., 5 , ° '-,-890.0 ME i r `� \,, ,r^ 4, � / r P ,. ¢ ¢m : , I ' : .'-..',.• - -.._°� , 9 4 J \�' , ..,, - .... If CURB MANHOLE \ r By 8 QJ ,F a���. IN. o, 3 0 ❑❑I� \ = sW Pc F �� STM.STR 728 COMMON . . � { �1,�e /-' \ .o .> TC 880.09 � A ��Q F, / - I I N w� ARE 0.1 �h JF r C 9 INV OUT-872.50 876.1 6S . Q o� SOLID MANHOLE STM STR 744 n o F 4Y/, s• O y 8\ n R25' 9 !S O, \ TC=884.50 ( CES °°oc�' \ A A' t 0 p/ �Sg, \ �Q INV IN=673.26 �_ qs, = NV=879.00 v w \� STM STR 718 \_ o �G �` S'•, T h INV OOT 873.75 � °n _ ° ° .F _SAN STR WLC924 0�, ,� FF 0`T' _ ..,. •�Q`v 877.0 ME INV IN-a73.85 I' + TC-877 SOUD MANHOLE .OD TC=879.00 p \ INV OUT=870.89 .2 1 S P6P5 J \S cA °x o SP '� z'i ND 3 > INV.,OUT-866.uu O ® INV IN=870.99 Cq INV IN=867.54 \ O�0�° �� �i'Yv E 10 w Z O o G ? - 0 e ? o 6i LEGEND L i �-'�• �F 2,9 5TM STR 766 °.b �O ti. o�oEg \ &(l _,�-'' . W o, = RIGHT-OF-WAY LINE BLOCK 12A ° \ HEADWALL d, > 08 e e �v 7 - In ___ d I Nv=an.o2 �o�eb s so o°� aa1.o ME, S s W` - = STORM SEWER LINE M z ° x (i ` ' \ D� OF 0. d OS O x� 04 X000 BBO �' 8 I:=; _-...- = ti O Z p ° C) F i cO Sl?A STR 722 �- -- _ ��'- \ ��" o ' a"o � 0 A M 8'cv - a'm 10 �nj`L .'s:: ,n ? vo W " CES, SANITARY SEWER LINE x STM STR 717 �\ -� 1 •a ' ° cwi 0. Ll � fa Q U C] 886.7ME = SANITARY SEWER MANHOLE INV=864.90 s i \ 0 0 G • C5 MFP ��88 I- = FLOW DIRECTION 879.8 INV-as4so s �,, , ,. ,..,, • -877.4 ME ,LO �' •.• � `'tilF`�0 - F, ,-,' __A ,_ _.-. � •, � oz /-- = EXIST. CONTOURS ��:5 �� _. 6ti`S, F �`�h,1�g_ Lo�'�o e�o ti P•SL w ��,\A o�11��\o E��'�`o0o�0'��o°��Cd3oQ�Q, �, 5 O,cwp�' /J4•,._.,.. J,-:._.. .�883.0_.ME ass 910 I �I 0 _ STORM B EEHI VE INLET 4 OFi2 RCP ® 10.74% = STORM INLET >Q• 0m 0<a0co 0caD o�0, �000 m0 0 rn 10rn 0 . Q T.C. = TOP OF CASTING ST 23 24 INV. _ INVERT cD:::0 rn\2 2 M O r OUTLET STR W/ / L = RWR 00 00 a,STM STR #720 1 RCP (TR SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE SEE ETAIL CURB INLE Q CURB INLET M.H. = MANHOLE INV=875.00 SUMP' _ / Y �Q TC=882.17 ��° �a V 1 eS5-. .. .. �p y�\ O f o h SSD ACCESS W STR. = STRUCTURE EMERGENCY SPILLWA ° m�; rn a. i I:'1�:; 7 i -P ND _ / v, 4y O • ELEh. 977.02 ME IN\V O�O'T=877.79 oh 0 5;Z 5/1��.a•L�0�1 a S 1 2�?'0� . Q ee \ s \Yo tJ\O rn v \ TCCU--R B 8S 8TI5NR L6E2 T 7 3;(4 LE) b/ ®/ . \B 4 o 6 g M ' TC895.33 D&U = DRAINAGE AND UTILITY EASEMENT M ENT E. = SANITARY SEWER EASEMENT BLOCK 882.1 NV IN-881 2 STM g. �E FIRE HYDRANT° R.D.E. = REGULATED DRAIN EASEMENT cai� B.S.L. = BUILDING SETBACK LINE w s V=981.47 1 1 iA '-Z z,as VALVE V.W. _ VARIABLE WIDTH V MFP G. PROP. = PROPOSED Ln w N v o f a� ME = MATCH EXISTING � aK ELEV 000 2 Q pt;..�� \ / \ HYDRaNE r 10' TYP. = TYPICAL U N 882.7 ME = SUBSURFACE DRAIN AND SUMP LINE 0• WATER INE ESM7 0 CPS di m�<^ ^ STM STR 729 MARKER w = WATER LINE o �/ ' I I: -.' i / .5 0 ,r or+ •o y`� _ ` STM STR 741 27+/2 81 N� _ W w,--w w 0�/ TOUDSMANHOLE CURD IN (D ) er oc 894.65 (L / 23 a r x 8 8�o - e = CONCRETE END SECTION w z F°o o 1 SAN STR WLC925 F� / 6 INV OUT-875.22 O o TC-'$93.95 v+w STM STR 4724 724 TC=886.00 F Q` s'o x P „+s .' LE. o ❑ to v w c� o O / \ / o s•� s: INV IN=875.32 NV=$89.93 ! _- - C� = FLOOD ROUTE f 8 .2 10 MERGENCY LAN ESMt. Y w z w CES INV OUT=879.89 R qy �"� i o o o 0 INV=875.00 ,t' , �'' I ,i _ - ,. ., : INV IN=879.99 I \ °� \ ,h ��, � �. 'p6, � ,�°` co R0* - F 12' RCP '.. P0. uo. !F 0� o A� a° 7A'F o• i s eE ' = PROPOSED GRADE z o o m n v U x o N �o 00�0 25 0 / 'I° y� 9 F / a hti�001 �w B6j is,tiro 893.0 �� p 2° I' o� d o, n�Zcr�a:az 0 0.32% ' �• ; \ 2~, y d1 0� " � S h'q ( 9�a 0 - = z - 0 0 N7' / 0 o / -6' THICK SIDEWALK STM STR #700 PROP. STORM STURCTURE N0. Z STM STR 725 OcQ FOR EMERGENCY BEEHIVE INLET � F / CrSS LANE ' SAN STR #900 PROP. SANITARY STURCTURE N0.-0,„ 0) 0 0 0 2!2 TC=879.00 cP q S $ Jo w vl w n N N N v, 9° B9s EXIST. TREELINE w h \ 891.7 ok 8 a � LO o INV IN=775.18 �; .' � �' �, 69 •. /0 / O� ,�� Q�`' ( ,, t. /' + O r Sg r'__ - 16+ /sw ur SAN STR WLC931 = `'¢L`^., � i:z I ' fB r W = PROPOSED FIRE HYDRANT \\\\/111111111/ ////0; . PROPOSED WATER LINE VALVE \\\ /i H. Ln •.` Iw I� ., I � ., J � � ��� �he� � `,. o, m 4; zs+q0 oa 4z c 4'2 c+, Op% q0 0. o "�' O\ Q`.......... ®3. ° \� V ••. --- o Q Q �w = PROPOSED PAD GRADE . .: 1ST _ Ss W o 857.3 G ERF 'y I III I SAN STR #WLC926 ° 5 k' .7a 99 6 Q��' i O l Pr 18 3 TC=889.50 0 ti P ° ° F �O 889.68 a90.�1 pE �a9 2 0 ° I 2.� so o w Q �"�° a B8s2 - - - - ti�2 n = M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE NO. ( ° h 5 wax I m„ o O _ Q O F 520 ^C ; \ 884.0 ME 5�;. / 0 _ _ 7 �, 0 67 F OF PADS MINIMUM GRADE FOR ANY 1�, i sSa ® 5� STM srR 740 Z STRUCTURE OPENING (DOOR, WINDOW _ Hs27 a _ I• - Q ec \ o ¢ \ j 0.459 91 3 v+ur ` CURB MANHOLE a o J WELL, OUTSIDE BASEMENT STAIR '� STATE OF s4e w DOUBLE INLET i w, g o ` �tI M � / _ &v a z a� I I wrrH z' SUMP 0� ACCESS, ETC.) O CURB INLET - n - TC-893,93' \6 i� F ......... .. 'G� SSD ACCESS ��� : Pd \ moo. - 8R �� 0 _ gg. \ P / - ° 03� I INV OUT-889.06 // \ 4 (a II h 0 \ `\ o \ I NV IN=889.16 Q• \ // NAB \\ TC=88933 888.6 S Q \\ I 893 SAN S1R WLC926 i �F' / ///llllllliilll\\\\\ \ \ 0 : `9J F Q O' �ti > INV OUT=877.90(S) 5 q LL I I ! 1 ✓ y/,Jh 882.3 ME I Q 5 No 0 r 1 9 F �; 1 O .: 6 c�FO �- \ •� � I o INV IN=878.00(W) I �O• II I I. G9TF r0 "-, / OJ\�4 �/ STM 732 INV IN=879.80(E) \' / L9y F ii `., I ` --- CES NV=877.0 STM S1R '731 / 4 ( a °o �5 w / --- •'. ( I i -o cS F ?s \�. ,, \ OUTLET STR W/ , j� P.E. 8827 ' :' POND 4°I,. III I j.o,:..I I, '' : I ;: ', : >,.._ .-. =���� " ., ,•-- -_.•-. \ / - S / .;' / S1V, -�•S 6 S ORIFICE NP a O J 88 EE DETAIL- 877.00 6.0 I ALL EXISTING OFF SITE DRAIN TILES THAT ARE NORMAL POOL ELV. 877.00 II, I 2 YR. FLOOD ELEV: - 977.73 ', Q ° 889. N s9 w o /" II. : , 884.0 ME S - ��. = �I M. N 888.6 ENCOUNTERED SHALL BE TIED INTO THE PROPOSED / O / 100 YR. FLOOD ELEV. ° 879.62 1 881.7; ° M.f.P.G N \ Z - 878.32 F\ I I \ 881.80 ' ° SOLD MANHOLE' t / O STM STR 730 I II�; - . 10 YR. FLOOD ELEV. _ ,, srM sTR X39 � \ �I a�� H A POSITIVE OUTFLOW � r , BO= g - ° TG=884.50 p I - \ . STORM SEWER SYSTEM WITH 883.0 ME INV OUT= 876.72 o r i ,' ' STM-STR 726 . 885 ._. 882.0 O -`_-- 4822 -- - I? STM STR 738 OUTLET STR W/, INV=884.00 � • • I II !l i ( f BEEHIVE INLET 881.0 0% P� -'�� -- _. 6" ORIFICE 0 NP ' TC=860.00 I.O \-. �� -- - - `---- - A STM STR 735' AI' g t �� 00 F So \ - _.._-_ -__ CES SEE DETAIL v'S INV=87614 e= _ - _ ,.., _ 882.2 ME O � D, - - - -- -- _ �� .� -`-------------=- ._ "'_^'-----�---.�. '-----.---- ---__ 5--'- ,INV,:894 00 N0 4, 4 - 0 - - --- --- M! 877.00 I gF o c, - 3t OF 12' RCP ® 2.81% 0•� - • STM Sl"r2 736 - w O, f I' ,_ ,. - 888.3 HP \5 ' BE�HIY;c , Lt I 90 - M o 0 STM STR 737 1 S S I 30' U. '_'_'"°O ..°- Q ---_ _________•' T�885.00 BEEHIVE INLET - - INV OUT=8760- '" • , ,"„ ._ .,-__ r _ -----_ --- -_ ____ --�_:,_- ----`_-'-- _ � _ 30' D.&U.E ,"'- TC=887.00 ^ 4 •, ` w ,, .. .... ,_-.. .:... ...,,.,. ....,.. ,. _. -._._ _._....._ ", ;/ `-__ .`�, ---_---.�'----------gf36---. , _•, .::�`---- INV IN-877.20 .,,: � --:- ----.1NV OUT=883.00"-• _ - TOP OF BANv EIf.V. = 9A8.60 D.&U. - - '<.i F 12:RCP ® 1 OF 12 R c E INV.IN 83 10' L.S.E 2:10% CP ® 1.7 % n - _.. _ --• - --, vc __x,30 �.s�.� ---.._..� 875StAE s ip' -- . . ,• LSE' , L.S.E. S 87 0 e 8 • 6 4.7FJ o -- 880.0 E x: San .58 G o.�s oo LIE 7 ME T.C.-886.58 i. . ® .�� -�-�-__._. S. 6' L.S.E. Ex.°Son^MH G.Q:,¢3., --._ , '�°' �:- 8"PV SW Inv-874.3 .. 1 �� ,37.0 T.C.-872.39 *.v-'•--� ®v N.E Inv-874.4 . ewe t. er Inst. ® - .. ._ - - _ -. E Inv-856.1 _.. Lil ... 4' we E p #2004-35 ®_ mF... .. EX. SAN MH.G.O.#7 8 20'S =..-moo SW Inv-856.2 /� ELEV- 879.62 Wxtnva869.8 x. Son MH G.0.#5 T.C.-890.47 / EMERGENCY SPILLWAY G.01M" , 576 ' T.C.-882.08 � TC89016.890 ...,,. .R' W Inv-873.8 EX.()INV-876.8 - ''*-• E Inv-871.3 -, NE Inv-873.9 EX(E)INV-876.9 V p o n MH G PROP.(N)INV-86290 Ex. Son BLOCK 19A EMERGENCY SPILLWAY � o at O 890 o ELEV. 886.54 TG-887.77 8e, src� W Inv-879.3 G SE BUCKEYE PIPELINE z � MR. ED GARZA TOP of BANK ____ __---- W TOP OF BANK r F BUCKEYE NOTES: c. BUS. 291 -3121 CELL 502-2029 4.7 0 �- P� - �=III=1 I I� 1. NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE, INCLUDING DEMOLITION -i I I-_S<oA _ 4527 N. MERIDIAN ROAD AND CONSTRUCTION ACTIVITIES, SHALL BE CONDUCTED WITHOUT THE HUNTINGTON, INDIANA 46750 PRESENCE OF A BUCKEYE INSPECTOR. III_ SPILLWAY ELEV. -� \ _ _ 2. A CURBING MINIMIZE THE ELENOGTHSOFLC RBINGNTHATDWOULDHNEED PIPELINE, TO BE MARATHON PIPELINE REMOVED IF MAINTENANCE IS REQUIRED. '-1 E-1 a MR. DEREK SHEETS SPILLWAY WIDTH d 3. ALL WATERLINES SHALL CROSS BENEATH THE PIPELINE WITH A 'Z4 BUS. 291 -9460 CELL 432-4356 MINIMUM CLEARANCE OF 24 INCHES. THE CONTRACTOR SHALL O W 10722 EAST C.R. 300 NORTH PROPERLY SUPPORT THE PIPELINES DURING EXCAVATION AND POND TOP OF BANK 1DDYR SPILLWAY SPILLWAY AVERAGE 3 INDIANAPOLIS INDIANA 46234 SHALL SUBMIT A SUPPORT PLAN TO BUCKEYE FOR REVIEW PRIOR DESIGNA110N _ ELEV._ _ELEV.: ELEV.: WIDTH: DEPTH: TO START OF EXCAVATION. A BUCKEYE INSPECTOR SHALL BE _ sM-s-w 871.00 868.65 868.65 _30' o.s' _ Ic_.�1 O PRESENT WHILE THE PROPOSED WATER MAIN IS INSTALLED. SM-S-SW 879.00 877.02 877.02 20' 0.5' HOLEY MOLEY SAYS r 0 ADDITIONALLY, THE DUCTILE IRON WATER LINES SHALL INCLUDE sM-s-s 881.80 879.62 879.62 25' 0.6' "DIG o NITRILE GASKETS WITHIN 50 FEET OF THE PIPELINES AND BE sM_-s-SE 888.60 886.54 886.54 2.2.5' 0.5' DIG SAFELY � q w COATED WITH ANON-CONDUCTIVE COATING WITHIN 50 FEET OF - sM-s-E _ 883.20 ae,.1z ea1.,2 1s' 0.5' I w �`� q ".T'S THE LAW" THE PIPELINES. SM-N--E 876.00 874.13 873.13 75' 0.5' CALL 2 WOPI<ING DAY'S BEFORE YOU DIG ¢ r N 4. SAND SHALL BE INSTALLED AROUND THE PIPELINE AND BETWEEN - - - SCALE: 1 " = 60' &--4 �j Iyl SM-N-NE 976.80 874.78 874.78 25' _ 0.6' 1-800-382-5544 1 THE NEW UTILITY AFTER THE INSTALLATION OF THE NEW UTILITY. sM-N-N 878.80 872.78 872.78 25 a6' w '� Q ° ° 5. ALL UTILITY CABLES ARE TO CROSS BENEATH THE PIPELINE WITH -�-- - - CALL TOLL FREE na ° i °o PER INDIANA STATE LAW IC 8-1-26. SHEET N0. M N A MINIMUM CLEARANCE OF 24 INCHES. 0 30 60 120 IT IS AGAINST THE LAW TO EXCAVATE °E" 6. SEE SHEET C609 FOR ADDITIONAL BUCKEYE REQUIREMENTS i ND EMERGENCY SPILLWAY WITHOUT NOTIFYING THE UNDERGROUND �0 SPECIFICATION FOR WORK PERFORMED IN PIPELINE EASEMENT. LOCATION SERVICE Two (2) WORKING o w 0� 0 o aL TYPICAL SECTION DAYS BEFORE COMMENCING WORK. C104 =o V,} (NO SCALE) PROJECT NO. Uwm °� W06-0031 ao w0 o A 7 6 5 4 3 2 'N: H:\2006\WO60031\Eng\ConSet\060031.-DEV.dwg C105 Overall Grading I ME: September 13, 2006 - 12:44pm I h BY: hardend f 9 d e a b c s� _ I _ I I � I I << I wl �I �I sg n - 5.00'17'0f"W, 1244.23' '.. eeoT .00.07'o6"W. 471.46 A ' '' '3 -- -- _ - - - -. - E. - 0'LS.E. �;—:10'-iS.f - :. -- -- 60=r 12'P - Ao' 1r e _ 260'OF 12•Pw a U. _ _� , 30'DaDF. o^t 5E — _.. 3' '� e' 1 367AaUE g - R 41} GG9 I �R - bQ 0.o ` fit,, � G e� �,,; ;_ 1E9 / •, •�' � 8 >n LZ I - KKK_F L - n I W nil : AA _.._ _.__ ...._:- r.. s. � � ,. �•LS s 0736'15.. s,,. ° � � 4', - e $ "O4' ', a Y B,_ J py2•a'�i,�'b`c_7Tk 1 _ _ -_ _ lrQ'�' xal S `t.� ZA .9' S e°♦y a z E S�° sn g t !- � Sap� o _ AL_ - , N.oO'04'14"E- � I $� � v` �.: A e��'i , 0 ^�- ., .e. _.-.____,' b'� • f''r 1 ,-_--°- -_' '1`' _ w .� ._ 16.84'; - $9� • `�f� "tr,9q,� �tc,�'�4A�, 51k �� �4y e��.w�.,. 1` := - ,". .O fs .._.- I s'k� s• __-- mod'` -� . Y• ' \.,/ _ / _ - - cA � _ - m_.-- t 8��� �\� --`____ c/ t ya_" '_ 9! y f,,,4i' _ __ -, _-- - -�c O = v� me p •b° q b-. �w � _- _ _ _' `2 ' �Y' '�a'fz•�'°D-wz '�-�. __o°�°'Si:�, ��� � - + '�n°�y --- L� �� F j =10 - � E �� � a O '15'D.dU,E - i 1 40 v S �n �° 1i'r � ju � � ,i _ � •�d3h 'g,2� •E@•� yF � °ti �,�, _ �b _ g p O ° C$A \ W m - A e ry d s y e y \ sir P r a N �; � • I I� g a��� `` - , . AA �,�$i � e��, o,,o• Ada n m a < � It z '>� A f .�_ _,._ � - �, o�ti :. y�/F`? ' e e sue .. f•-+ r- °� n K 1 sQ � 8 -- • m ° I_ { '� s° :4' 0 -o _ a �: �H < NC"M-•- O \\ � _. r'1b - - - --_ �" w m , 1 -.....-. w � � ;s 'ie'VFLLWEO .- I., __ ` � - ,Ti�8•- 2F �. � Ya Ti^ w - FISRmILYlA4E :— .' `' __._ �- __. � ._: G4 y�,�'- --_. -"�� ,. aqq O E t0e"S' 8'WATER 15'DAi1.E ,. ,'FlyE HfORAM�- • '' ;. - -, .. VALVE-. S10' 0 P I � WIN , 10'ASPHALT PATH DER - a�yf — , -- Pt(A[90'AST PA - ' - + 10' T:' ' P.A11f 3's� )0'ASPFHLLT PARE -. 12•Ar TEE -. - .. - 10•A.SPFUCT RD a'sm - - . e'a0 _ --- -- - -cam. _ t 122'WATER MAIN 14'14"E. 2100.80• _ - - r �s 34.50,.., _—'--Crrf OF wwa C1fY pr cA�a1 - _ -- - -- -- 9 aex SDEW4x(aR 1e V EiAE0 PROPOSE)1Y WATER q� N.00'D7-OS�W 12 , o - MAN PR 12•WATER EY'14"YACLLSS TAME EMEM PAVEYENf PC� YVN PROMED BY 'lP ' 3B5'OF 10 SSP O 0.15% MAN hROVIllD er N.00'04'f 4"E. 544.97 <nst.1 waa EYE%TNCY ACCE55 LAKE CITY OF GViIEI. Y' — 6N� CITY OF GRYFl - _— — PROPOSED 25'SS,E PER LOM1CkDCE EXSINO FIRE HYDIWIf I C0*ECT To DUSTING W1 VALVE �o I___ — 12'WATER WIN $ 15_7CYP.CONSi.ES°r, I Q � PROI I IJ - L✓J O N Cn O D N � d .. 1 _ d O O O O N O O a r N �z� Dg N C_- 2Z> 1 60 M D r- I mor=n IV -1 r-11 _ i rr, C aii Z,0"5 Qrl `L Z7 v X 1� � •Q "i C 71 O0 D N v � z C � O REVISIONS AND ISSUES DATE BY PROJECT NO.: �� INC * PREPARED i OR: \� i ADDED EXISTING TOPO 6/21/06 DLH W06-003 ENGINES \��`��� �a ////ice EROSION CONTROL REVISIONS PER CITY OF CARMEL 7/17/06 0306 DLH DWG NAME: WEIHE o n \�� �� 4,1 -x GENERAL REVISIONS 8/23/06 DLH 060031_DEV.DWG H W OD S A T LIONS CREEK _�� ��` REVISIONS PER BUCKEYE PIPELINE 10505 NORTH COLLEGE AVENUE 317.846.6611 Q y z THE O x (.44 Z��.,9 = WATER REVISIONS PER CITY OF CARMEL UTILITIES g�31%06 D H DESIGNED BY: O _ p CO G,,Z REVISIONS PER CLIENT AND CTRWD 9/05/06 DLH DB\DLH INDIANAPOLIS INDIANA 46280 FAX 317.843.0546 z r = Z t � UI = REVISIONS PER CITY OF CARMEL O _ > :a m N O -�: _ = REVISIONS PER HAMILTON COUNTY SURVEYOR'S OFFICE 9/08/06 DLH DRAWN BY: WWWMEIHE.NE�' TOLL FREE 800.452.6408 C—) J.(�, DEVELOPERS, LLC Z O �I REVISIONS PER CTRWD 9/11/06 DLH DLH y 9/13/06 DLH 0 O �i/�nyC; *t � \��\ MINOR REVISIONS PER CROSSROAD CHECKED BY: iN£ ...... `\ ALLAN H.WETIiE,P.E.,L.S. —PRESIDENT `� OVERALL GRADING PLAN co F R • DATE: DB CIVIL, ENGINEERS LAND SURVEYORS LANDSCAPE ARCHITECTS //� �`� 6/6/06 Part of the SW 14 Sec. 19-T18N-R3E, & Part of the NW 14 Sec. 30-T18N-R3E, Clay Twp., Hamilton County, Indiana h d e f Cl b c 10 9 8 7 6 5 V-4140 00 � 3 � 1 a • ` 4 1 h OS`i8 �Z 8 _ d d� �j),�:•.y L8 _, ,.. •j� � °, \,,, . O .0 00 •�ZJ `9� `�,�d \ � �,G ri cV ` o % \ \ o0 �H v U 1 ku no \ tic a �� 0,0(8y y �. \ M M 0�0 : END RIGHT-OF-WAY LINE w s s t` i \ 'i, � ____ = STORM SEWER LINE X88 SWALE C>. X998 = SANITARY SEWER LINE v w C\ L �j • = SANITARY SEWER MANHOLE - LO DIRECTION \ i � FLOW IR QA I� '' = EXIST. CONTOURS q o = STORM BEEHIVE INLET 8�t b w N W � = STORM INLET a 0i� T.C. = TOP OF CASTING = a \ o 3 INV INVERT ,• s ,s� 3n�a ,s� _ U • `� 9f RCP = REINFORCED CONCRETE PIPE '` 66'Z8 h �� / a ,.- r�,_,•X73 W 918 j�/ �o 3W SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE -VA L� / c'` 998 M.H. = MANHOLE � � � o Z � o / ,, ______ ,.,•� S sn. � g 6 •: 077 •��d0 � � / - �� � ;; : �� STIR. = STRUCTURE r CIRCULAR 9 9� - / 98 OOl 8�z au - c, ti D.&U.E. = DRAINAGE AND UTILITY EASEMENT W c' _ S.S.E. = SANITARY SEWER EASEMENT D = 46°35'41 " 99 ti88 � _ ��y� AB \\` ~ Z (bM77/dS � ` w� d: R.D.E. = REGULATED DRAIN EASEMENT a „ l 6X88.. s moo. �0N � Z c� 9g ��/ - 9i Do = 38°1 1 50 mss. \ n - 98 - �� 'o� W 65 / ' B.S.L. - BUILDING SETBACK LINE m \\ ( S - ` c� / V.W. = VARIABLE WIDTH URFACE. „ --- -- / PROP. = PROPOSED O CD = N 66°43'17" W � o ' w `` sx� D S. - ; �. •.. � _ I ,, . // / T 64.59 . ✓d 0� i1IN / ME = MATCH EXISTING o0 rn - TYP. = TYPICAL \D R = 150.00 _ �t L = 121.98 = SUBSURFACE RAIN AND SUMP LINE ACE o V ,0 _,.� �::-. • o� \ __' , ___ '� 8 , �Dy / - w = WATER LINE PI Sto 118.65+02.59 m = CONCRETE END SECTION w \ �� �g8 p J n,� - PC Sto = 1 +38.00 ,� \ \ \ 3 �__._ \ / Y�La \\ - -o � � = FLOOD ROUTE W �PT Sto = 2+59.98 \ "N -. - / �La ok�` s E-� 9 000.0 = PROPOSED GRADE W �6 \ \ \ / p5 a2� a� STM STIR #700 PROP. STORM STURCTURE NO. U 4 9' 2' : STIR #900 = PROP. SANITARY STURCTURE NO. r� SAN � V C � 8 `z \\ \. , ,. oa / CIRCULAR /�vf = EXIST. TREELINE CIRCULAR f \ \ \ \ \ ;' S � - \ \ /X S 1 5 g�8 �dd�, / \ � •. \ � �• � � D - 34°59'48" = PROPOSED FIRE HYDRANT O W \ \ \ �� 9� Do = 38'11 '50" Da = 38°1 1 50" � A / / � �� � � � � � A�\ �'• - .. � � � ti / 1-L g � = PROPOSED WATER LINE VALVE 'n i CD = N 66°48'35 W . ' / / \ o \ 3 �� ` ' - �� \\ \ \ CD = S 37°38'40" W H N ��' / / ' o\ �. 0,C `_ 8'� \o \\ ! „ �9 3 T 47.29 857.3 = PROPOSED PAD GRADE T = 64.87 / \ s s. .. C8 d�� s! \\ s\ Qw ZL R = 150.00 U (� / -o M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE R = 150.00 9g o Q \ " _ Leg \ \ 'I �V' / \ L = 91.62 OF PADS. MINIMUM GRADE FOR ANY 000 / c9 4 \ o DRAIlVLA E CE _ _ C 90.20 STRUCTURE OPENING (DOOR, WINDOW 0 6 SUBS L - 122.45 / C = 119.08 / �� / / S' NCRETE WA i{ -C a RAL \\\ \ / WELL, OUTSIDE BASEMENT STAIR PI Sto - 5+14.58 ��� s7 / �/ \ a - _ ` _ \ \\ / m �9s PI Sto = 1 1+99.03 ACCESS, ETC.) PC Sto = 4+49.72 /. s \ \ \\ \ / \ PC Sto = 11 +51 .74 / / \ _ _ \\ w�� / PT Sto = 12+43.36 0 > PT Sto = 5+72.16 / / .� p �' \ O. \ \ \ \\ \ w�9� z Mo w °' w `°CD \ \ 0 may- wo cD z zm z x W M � 'ROLL \ \\ 5� oti/ �� �d � MINIMUM COVER FOR PIPE CROSSINGS OF CITY \ oo \ UR>�3 Q \\ p >s X98 d' STREETS � 9 s ; _, \\ � I � •. ti� ' / dog � For installation of Storm Mains, o�d Water Mains, y \ \ \ SUBSURFACE, \\ pp, �� Sanitary Mains, Water Service Laterals, Sanitary RF ry �w Sewer Laterals under City streets, regardless of 7 \ \ \ \t�+S S C �W 10 co<n cD<D co a a o \ ��`� o s• the jurisdiction of the utility, the minimum cover CD 0 d ` J d 06 81 c D,' p,OZ. `` 0 Zg8 ������� W .-r r•-,N 0,-Cn m , oo+s 8W m - •7 ` _ / ���'` o° from the top of the Installed pavement to the E' N- ON CD c:, ~`,,'- , / CIRCULAR top of the Installed pipe shall be the pavement Q ° section thickness all bituminous and aggregate D = 69°39'31 ' � 8 �L?73 �� ���'o z ` oo+, " _ i/ k6 �? 3 Z•�ss ���. Do = 28°38'52" material above the subgrade) plus 1'-0 . If the o sz sus.• // \ i / 09 s standard practice of the utility that has CD = S 54°58'31 " W jurisdiction over the installation has a more X1373 ' ,• - as 0007 f 8� ss_. as ste 5�8 / T = 139.16 w m stringent cover requirement, the more stringent o R = 200.00 requirement shall govern. w U) 2 ROLL CU L = 2.4-3.15 requ o o 0 C = 228.45 ' Q 3 �L / S'9 PI Sta = 9+28.11 C3 M _` TE WALK e o d�W'. I PC Sto = 7+88.96 Z �J� o ' cn £ .68 PT Sto - 1 11 w �ov�CD CD of V 5.0 S' ` o` lI g S - 0 32. o ° °Ln 1 _.. Ol n w c�zd o c� I E S HORIZONTAL SCALE. � 4A 3.0 ' - - ��- 8 // Q C, In �a I 2.0 o /y 11 / 0'�8�, ' . ¢ ��- Z z L ,J O N I- O '`_` `_ ` A .. Zg8 z (1 °a d d Cr E 1.0 lIbM7 d8 s' �`b Z aj 7/ F , �, \,� W J �z'ZZ� A /177 : S 1�..- ,: �; \ .�/D '.,., i���i ` .,., l II ,:'.O/ ,..• � ,,.. .. ,, y -..�. ... Ul �p�0 0000 0.0 ��2,� ? w(nwv>wv1v1NNO L 1/� ���� -- `\����►�n a i►u�iiii� S EETA P A TL-1 H. E;p' 895 8827 CD D o w 895 STATE=,,moo. ` 890 w o) 00 � N Nwo v� �► w N + ,� 890 II II r7 II 00 � 00 ALLAN H. WE IM P.E. 8827 00 w II J II w II II LLJ - I w II w I w al OL. w 885 > VPI S A +60.00 W 885 a_ _ a- > VPI S A = +35.00 PPn 2' 8 0 PROP SED CURVE LEN 100. 0 V G ADE LEN 100.00 VPI S A = 9+60.00 O VPI E = 877.30 '+ 880 ° 1 5% CURV LEN 100. 0 N $$0 C5 CD + ° EXISTING _ 2� II w CD Co a GRAD VP STA 3+45.87 V I STA 6+0 :24-..,_-. II PROP SED Q II VP EL = 879.1 V I EL 878.50 -_ _ w 875 ~ w CURVE LEN 100.00 CURVE L N = 100.00 _ - - G ADE > 875 w v1 W V + C) I + a �12" RCF� r2 I 5q 00 ao 00 I V.=87 '' .62 + °' a°o + it II II 00 00 00 d 11 870 w II II II II II II I) + 00 12" CP W -' Q on INV.= 73. 11 870 1, 12 ' RCP v o_ w cn w - w II II + " INV.= 70.60 > _ � _ _ r` S > > w II O Ci II 865 w - 865 EXISTINC -\ N 8" PVC GR DE q 4 86O NV=8 2.26 - O _� - - 860 M o O [ W \Ln 00 i E O r7 Lfl 6� N Cfl Cn N 00 00 r` O r` h N O� c0 U0 O d' 00 N r` C('-) O 't 00 r� r` r` CO c0 r7 d- N 00 'd- O 0) CY L0 U) O O � L N 00 � r� O� �t 67 d- O O �t 00 � 00 V) 00 00 00 co co 03 r7 N O O Cn C7] O O O O O� 00 00 67 O� C� O O Cn 00 00 r` r\ co c0 C 10 oO co 00 0o 00 00 oo a� 00 00 00 0o r` r` r` oa ao 0o ao r` r\ r\ r` r` r` r` r` co ^ 855 a I-Li 001 C:0 I co 855 �I 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 a N O O _ o a SHEET NO. D N E Y C) O QD S O } ..U W C201 L � OF_�W QO WI PROJECT U F O O. °g or-'i W06-0031 10 9 8 7 6 5 4 3 � 1 6 5 10 9 8 7 • 1O 00 V1 O O W oa� d'00 00 L I M 00 LEGEND• s x �• .,- s n w\.\.�w_,,.x M\ r r;:.. - • - 6 g ,. -. .D.,P L p0 _.:::, .. .�.... �1 Y_.,• .: „. , "�. ` • G�`` O 1� - n la�o: �y ' \\ , I ° ` = RIGHT-OF-WAY LINE 20 °•REGU w o. STORM SEWER LINE MI N 25 ROM DA OF BA NK) SWALE SANITARY SEWER LINE ADRAIN EAS EMENT Ipp (U '. o • = SANITARY SEWER MANHOLE AY = FLOW a U z p p W � _ EXS8s5 T CONTOURS L lK o - STORM BEE HIV E INLET �A a o = STORM INLET- \ R6 - \ ;' � � w T.C. TOP OF CASTING _. a � o INV. = INVERT . C 9 N rA\\ N. RCP = REINFORCED CONCRETE PIPE VI L \ Y = SE `'. C�,. a SSP = POLYVINYLCHLORIOE SANITAR Y SEWER PIPE W a O M.H. = MANHOLE 1 y ,, tiF ,` ,_ ._ 0� -' _.... o• :,. ',,, ' ', ,: •, ',. .,... \,. 30° rn ST R. = STRUCTURE � W ► D&U E = DRAINAGE AND UTILITY EASE M ENT�20 S.S.E. = SANITARY SEWER EASEMENT Q cc R.D.E. = REGULATED DRAIN EASEMENT Cb a;B.S.L. BUILDING SETBACK LINE W - VARIABLE WIDTH 00 V1 _ 883 �a� ' PROP. = PROPOSED N 1 + I I <v soy o r �� n a ME = MATCH EXISTING �D ° \ : 8�2, „ 884 0 \\� / TYP. = TYPICAL cn fl„ o D.& MEN o , N ! BSS Z.-. W \ \'' - = SUBSURFACE DRAIN AND SUMP LINE m o2 ; � � _' w . w V.W. EASE :-- ... , o � \ o � DR 5.0 y W xo _ a � oa_ w - WATER LINE w CONCRETE END SECTION rA FLOOD ROUTE _L0 00 / Y / w $� o w W ' / 000•0 = PROPOSED C) ., 70,9 f c GRADE 4 o� M•F P' x 9 j -� ° o., .oaf \\ R gyp• STM STR #700 = PROP. STORM STURCTURE NO. a I 888.0 \\ �° = R T R N0. , ; G cp y . or Woo...•... ti SAN STIR #900 PROP. SANITARY STU C U E P� \ ` m EXIST. TREELINE O ' � -_.-_ 4Q, PROPOSED FIRE HYDRANT 50' .E.E•, II ,- '"• b•� 'E. " _ 883.3 8. u 3 FPS \ \ � ---' � ,-- . __ PROPOSED WATER LINE VALVE � . o 6g 0 LA .. Ia. ,.. B� 20.2 �. 5, TE .. Pc 20+Bt:aa -'- ----_ h \ .,- RA a14:• ,.., - 5 ' ,i z,+ a.ss `'•.. 3' [S - _! � 8a�\ / �\�� o Spy � 857.3 = PROPOSED PAD GRADE •-- 9U \..,II \Q r ♦ AA:68 22+pp Qjj E, '�•Qi. S. / \ o ,� wP'I' g!8 r wnK ° oo A4 882.05 882.56 1444.6 w , M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE m --- * OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING z3+asa (DOOR, WINDOW \ ' F N � �\ ! \ ��'.. ,. i II ,._ tip`' R2S• � �, Alpo / \ \ WELL, OUTSIDE BASEMENT STAIR +t0.9 ACCESS, ETC. =\ \`5 �'\ S.l• - . .. cv X936 `' o W 85. o / \ / CD U. r\ f \ 40 B' �,��"jR� m \\ ��� oa` Xa _ 60 886:36 887.52 O / o 0ox � g+0° w a n ado W a° 883.5 t_ � C z O W o -� -,.0 _� \ \ 879.0 2Q R .,,.:.li .,_ w °a,c� i°a� // Kati \ E- , U) Q D m . � .- _� �. /" .,..,. ,, ,,^ '[A O? ,�o ['1",Nw-r-'� � '- --.',.::'-- -_.:,.... , __ � V / - •�-�� O Z pO 6 ��� p- \ MINIMUM COVER FOR PIPE CROSSINGS OF CITY 0 c7 � ¢ w F � �� \ \ �- g�6:1- �, ' r,a+o° ..--✓ / _ g19 � _. . _ �d \ ' I STREETS a Q Q Q Q \\ d 25 D.& '\ / \1 _.. � � / �• Storm Mains, 40 B.S.L. r 0T Sanitary Mains, Water Service Laterals, Sanita Sanitary 0 00000000 � g�66' � , Sewer Laterals under City streets, regardless of 99 W1 889.5 �80.0 t 0� r x ---Z,00 '°, • \\ C°_-'�"J `, �� � / the jurisdiction of the utility, the minimum cover °oo°0°°0°0 \ s \ \ \ rn.-,n m r J 1 Y a� Ug ' o_o � from the top of the installed pavement to the EF C4-CD \ 8j Y \\ \\\\ \\ 4 5 875.64 16+OD` o pipe ao m w rn �6` ` 4 to of the installed shall be the pavement \° , 88 ^ \\\ P P K ' \ \ \\ p7,1 fi+16.06 s W \ I '� o � r � section thickness (all bituminous and aggregate 5 ,- ��` \\ ! material above the sub rode plus V-0°. If he - \ \\ , - -- standard practice of the utility that has W 2p: „ �o e\/ w 883 0 \\ 84 C `s jurisdiction over the installation has a more W 8 stringent cover requirement, the more stringent w ° ..°•, , 25_' D.&U_.E. II; 1 � , I m !) N a M F°�• 881.7 \\ \FP 881.1 \\ re q uirement shall govern. o -cv ' a O ' o o' - 40' B.S.L. _ g�9 1 M• Of it s who N 8�0,7 ' \\ , 1i ���/ / a ��w� ° O� II i I CL �,. BUCKEYE NOTES: °� CIRCULAR CIRCULAR CIRCULAR CIRCULAR BUCKEYE PIPELINE CIRCULAR CIRCULAR z o�N��w �� , Z -p�m V,U U2 U,n D = 34°59'48" D = 47°32'19" D = 57°16'52" Da =238°81350" MR. ED GARZA D = 60°57'07" D = 28°2.819" �o�UNWaaWN 1. NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE, ¢ =z V)Wow W W w Da = 38°11'50" Da = 38°11'50" Da = 38°1150" BUS. 291 -3121 CELL 502-2029 Do = 38°11'50" Do = 38°11'50" INCLUDING DEMOLITION AND CONSTRUCTION ACTIVITIES, z `Z_n >> 0 >G V) N N V)V)W wZ JZ.rZ ZZZ� CD - S 37°38'40" W CD - S 31°22'25" W CD S 21°07_'11 " E CD = S 37°41 '21" E 4527 N. MERIDIAN ROAD CD = S 56°10'39" E CD = N 79°06'37" E SHALL BE CONDUCTED WITHOUT THE PRESENCE OF A 040 °000 T = 47.29 T = 66.06 T = 81 .92 T = 31.85 ? W N W N QJ n H HUNTINGTON, INDIANA 46750 T = 88.21 T = 38.06 BUCKEYE INSPECTOR. w ��W�Q����z V 5.0 R = 150.00 R = 6.06 R = 1 .92 R = 150.00 R = 150.00 R = 150.00 2. A CURBING SECTION SHALL BE CENTERED ON THE E'S a.o HORIZONTAL SCALE. L = g 1.62 L = 1?4.46 L = 149.96 L 1 59.57 L = 74.54 PIPELINE, TO MINIMIZE THE LENGTH OF CURBING L = 6 .77 �7 C - 62.31 MARATHON PIPELINE THAT WOULD NEED TO BE REMOVED IF N H. _ C = 152.15 C = 73.77 .``� P >"=50' MR. DEREK SHEETS PI Sta = 24+34.44 PI Sta = 25+82.48 MAINTENANCE IS REQUIRED. �'.. 'G�ST :F�y '% R C 1" 3.0 C = 90.20 C = 120.92 C 143.79 I L 5, 2 o g N n a PI Sta = 1 1+99.03 PI Sto = 13+72.47 PI Sto = 15+48.02 PI Sta = 21+13.73 3. ALL WATERLINES SHALL CROSS BENEATH THE PC Sta = 1 1 51 .74 PC Sta = 13+06.41 PC Sta = 14+66.10 PC Sta = 20+81 .88 BUS. 291 -9460 CELL 432-4356 PC Sta = 7.3+46.1 6 PC Sta = 25+44.42 PIPELINE WITH A MINIMUM CLEARANCE OF 24 _ rjQ• =1.0 PT Sta = 25+05.74 PT Sto 26+18.96 INCHES. THE CONTRACTOR SHALL PROPERLY _ 8827 PT Sta = 21+44.65 10722 EAST C.R. 300 NORTH SUPPORT THE PIPELINES DURING EXCAVATION AND ° C E 0.0 PT Sto = 12 F43.36 PT Sta = 14+30.87 PT Sta = 16+16.06 INDIANAPOLIS, INDIANA 46234 SHALL SUBMIT A SUPPORT PLAN TO BUCKEYE `'.. STATE OF A L o.o FOR REVIEW PRIOR TO START OF EXCAVATION. A S E T T 110 BUCKEYE INSPECTOR SHALL BE PRESENT WHILE � THE PROPOSED WATER MAIN IS INSTALLED. �77i7��S�ON API 7S) (� + go ADDITIONALLY, THE DUCTILE IRON WATER LINES N 000 CD � SHALL INCLUDE NITRILE GASKETS WITHIN 50 FEET 895 895 OF THE PIPELINES AND BE COATED WITH A CD NON-CONDUCTIVE COATING WITHIN 50 FEET OF ALLAN H. WEIHE P.E. 8827 ° �n o0 W o co + 00 THE PIPELINES. �-, a C) N N II 4. SAND SHALL BE INSTALLED AROUND THE PIPELINE C!D W + 00 II J AND BETWEEN THE NEW UTILITY AFTER THE w INSTALLATION OF THE NEW UTILITY. d F- ROPO ED p 5. ALL UTILITY CABLES ARE TO CROSS BENEATH THE 00 oo C° N L > 890 PIPELINE WITH A MINIMUM CLEARANCE OF 24 890 N - -- -- - + N > 216% INCHES. 00 o > + II 6. SEE SHEET C609 FOR ADDITIONAL BUCKEYE c REQUIREMENTS AND SPECIFICATION FOR WORK II > PERFORMED IN PIPELINE EASEMENT. U W VPI STA = 21+0 .00 885 w N _ 885 VPI EL = 882.05 UJ CURVE LEN 10 .00 > 1 .15% rn Q� 0, rn L XISTIN r- rn i° h % VISTA = 22+ 0.00 GRAD-- , ,' W 880 N Co N � co = 2 V I EL 883. 0 w 880 W II w II II w V I EL 875. 0 /�� C RVE N = 00.00 I V.=8 1 .26 00 II U CURVE N 00.00 g5% - V I STA PROPOSED V I EL 879. 0 o O a- G ADE C RV N . 875 875 ~ � ``� `� z Solo + 0 8" WATER `v 0000 2" RCP 1 g 2" RCP cv AIN u B ckeye 8" Hi h Pre sure INV. 875. 2 INV. 874. 1 II J P troleu Pipeline II Cn w Crown Elev.=8 7.31 ± _ 15" RC J 870 870 -2.0 (D C U U > v '^_. EXISTING ° u+' d > > aratho 10" Pipeli e a a GRADE)I U °o `2 r Crown Lev.= 77.10 + ° 00 0 O � II co 5" R P II II c<_ w 865 Q' Jl 865 30" RCP BU KEYE NOTE: E_, U `� w > > INV. 856.6 NO WORK WITHIN 25 FEET OF B CK E S P PELIN a VPI TA = 2+86. 3 IN L g VPI L = 8 0.60 a w UDIN DE OLITION AN CONSTRUCTION q W W CUR ACTIVITIES, SHALL B CONDUCTED WITHOUT HE 0.00 a PRESENCE OF A BU KEYE INSPECTOR E 860 0 � a o a o o SHEET NO. / o N N - �_ o r oo r rn r 7 r7 I\ r� rn 00 ao r7 cC) ao O N r7 d �� (~ 00 N r� cf� N O I� aJ r7 d �) I ao CJ c9 O � 0) N C D o O N CO O d J CO O N �Cloo n I� CSi d c0 CSC M CS) c0 N N CO U� ) \ N o0 d CS) f) O CO C_ - r� ri ri ri cQ co cs co r; r` r co oci 0o s M o N N C\I �� C° '' °O 855 Co r N Cv r_ \ f\ t� h I� r I\ I\ 00 O o0 GO o0. 00 00 00 00 00 oa o0 a0 � 00 00 00 a) a0 00 v h°. v 855 a� C202 as - /" 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 PROJECT NO. =°ter - z ��o O r=w W06-0 aoW� Ur,--o 3 2 1 og A_ 1 4 10 9 8 7 6 5 4 3 7 00 rn 1 U � o1 V 0000Oq '-T z LEGEND Z t� t� o x v - �1 1 �% •/ ..... .._: : _-- .•��.---- _ - ., x - / 1� M 00 ch= RIGHT-OF-WAY LINE x w = STORM SEWER LINE / !�/� 4 - SANITARY SEWER LINE I I 9 * 'o t,,, G 88 / • = SANITARY SEWER MANHOLE I III ; / 2 m / `- � `�2 0 � = FLOW DIRECTION � uc��Co`) -�Ln II p EXIST. CONTOURS .....-. ., ,., M .• � Io H STORM BEEHIVE INLET Q G:,_,/ FpG "/ o = STORM INLET F O �� I 91 � qz J N V % 883 �= T.C. = TOP OF CASTING Q��' :.:,.: 50. 8g h INV. /. 85 ,.. " ,-- - ..,,__. - $4 O N.F.P.G. 870.7 { -:, II. I I °°,� I II �' �' = INVERT 8 � a p< OAR 2 \ _ O ,..._ B RCP - REINFORCED CONCRETE PIPE : '� - - - / 40 Ssp EI SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE 9C U.E. TC,8g5 ESS M.H. = MANHOLE bill co G rw 1 cc 20 D.& 33 STIR. / III , C/1 882.0 ;' -� - _ _-_.' __-- ---� , = STRUCTURE / 1 ' 23, �''� 8g5.4 -- 8� = DRAINAGE AND UTILITY EASEMENT= SANITARY SEWER EASEMENT 6 S> � z S.S E F II I R.D.E. = REGULATED DRAIN EASEMENT 4 �-� / ` B.S.L. = BUILDING SETBACK LINE o�v V.W. = VARIABLE WIDTH f 89 ON \ Q PROP. = PROPOSED �L• - CURB I a x 9 0 UBSURF CE 2 ROLL \ z ME = MATCH EXISTING \ 6 S II \ - W J W / / TYP. = TYPICAL LATE 0' 2�f72 0 l l ._.- - l✓ /5 D' S DRAIN 88-=� 4 1.4 8a0.8 I, ° _ s � a 88 ° N LL C 8\S \ o SUBSURFACE DRAIN AND SUMP LINE S� 9� 2 8 888 __ --- �� ACE 8 v I c 1C RO � 41 a� / / r d w c`B 9C'y�� '' � 6 SUBSURF II - 20' D.&U.E. = WATER LINE 9 c FSS ' 40' B.S.L. g� DRAIN GlgT� - - - 893.a _ - - R 1NE m = CONCRETE END SECTION j l� - ' _. 20' .&U.E_ I 88 -_----_? a // \ m� � 8g�•?'-___ ESMT l l � 30' D.&U.E. - -- ` s • FLOOD ROUTE cb o �a --- 85.4 - �� _ o - __ --- _ 1 s. S PROPOSED GRADE / g 1+00 0 6 5 WALK 882.15 - 9 2 W STM STIR #700 PROP. STORM STURCTURE NO. ' 2+00 6 25 „'' 4 26 00 1 Pc 28+ Q.96 �4NF SAN STR 900 = PROP. SANITARY STURCTURE N0. lo_ S?o� o o pi�vAtE 3+00 2+19.99 - _ � 8gp 64 PT 6*18.96 5 L.S.E. / �`` FSMT q # _ o � S+ 86.61 _ - 881.91 W r 6 r /1/1 �� = EXIST. TREELINE ' 0o - - a m 885.51 -- • r 4+00 �5 y/ � 881.1 l a FOR CK Sip c +64.15 885.40 881.5 881.3 - W w m - AOOEEME)y U WA(K l - PROPOSED FIRE HYDRANT c� \ 87.28 PG 82.2 881.8 878.2 e7i \\ �\ ll 20' D•&O.E. Ss 1A NE OY - a 5, A - ----.----- 8 .4 ME 879.1 +-� r PROPOSED WATER LINE VALVE � ,.- 89 6 S 89' 894.3 ll . S•I-. z � w 3� D IIBS, •3 'ACE _40 B• / 857.3 = PROPOSED PAD GRADE _ _ - ,� 89-7.0 c � wAUC � � 886.9 ----- - "---881.7 ME 681.5 ME ,� SjJ$SU 11 887_.6s�f cE/ 6 RAL _ -- aaa.a _ 8o a79.9 ME c APPR o FFF�j�ill Q D� j ATE 11 / M.F.P.G - MINIMUM FLOOD PROTECTION GRADE 8�� - C TE WALK of c -+ 1 COMMON 5. 6713 OF PADS MINIMUM GRADE FOR ANY 6 Z A� �J ROX. TOP �+ Q STRUCTURE OPENING DOOR, WINDOW =- -- 9-m PTE 77 31 A P�ROx. � 006 ❑=Q NCRE 2 r 894 0 ' II O / 5 WELL, OUTSIDE BASEMENT STAIR MARATHON o �F MARATHON 10" PIPELINE TOP'of GAs PIPE / ti N 88 ACCESS, ETC.) _NT EX __ ---- o AREA ME /ll Z as _ -- - PP 3' v J ' -,.1 47 TEST OLPE T i6 APP 0 1 � -- - m J• O ?S4 EXISTING BUCKEYE 8 HIGH � ti- T� F O ✓ I c - - _I SUf��'PETROLE IPELWE �pP 876.62 APPROX. 817 _ PP PP TOP OF GAS �O ^i' 0 O O L� a 4 P �P-�- OF GAS PIPE o = y cD - - a / ' o o 881 8g9 ' ll 889_ �� W MINIMUM COVER FOR PIPE CROSSINGS OF CITY PP P o D w Q / STREETS PP , o w o 888.6 c --T�PP y PPr 50', BUCKEYE' - -`_`- �'' w 0 z �, om z x J - - M• c; N REQUIRED - _ - - - ` o s o° �n a w `° o� c For Installation of Storm Mains, Water Mains, a w O' o PIPELINE EASEMENT y- 881.5 ME / / w � F Uggg.p ll s.s = Sanitary Mains, Water Service Laterals, Sanitary - _ / ry _ 88 _e Sewer Laterals under City streets, regardless of 'O ,� I -880". '-&87-- �;886.1 ME 1.4 ME /F - -- B�B U SD' tL (� Q Q U Q . 30 M.F.P.G. SSR-h 11 / �� the Jurisdiction of the utility, the mmlmum cover ___--- / / �,from the t0 of the installed p pavement to the 0000000000 0 of the installed w f�r7N a) u7 CO ter) p pipe shall be the pavement E. N.-ON NM 00.-r- CIRCULAR CIRCULAR 6 section thickness (all bituminous and aggregate CIRCULAR D = 60°57'07" D = 28°28'19" material above the subgrade) plus 1 -0'. If the D = 33°33'26" Do = 38°1 1'50" Do = 38°1 1 '50" standard practice of the utility that has Da = 38'11 '50"' 6" CD = S 56'10'39" E CD = N 79°06'37" E jurisdiction over the installation has a more T = 88.27 T = 38.06 stringent cover requirement, the more stringent CD = S 61°14'37" W W Tj s.o R = 150.00 R = 150.00 requirement shall govern. s 0 T = 45.23 E'S HORIZONTAL SCALE. a N 4.o q 9 T C 1 >"=50 L = 159.57 L = 74.54 R " 3.o E' 4.0 HORIZONTAL SCALE'' R = 150.00 � � S L = 87.85 0 C = 152.15 C = 73.77 T C 1„ 3.0 >"=50' C = 86.60 W I L 5' 2.o g N S PI Sta = 24+34.44 PI Sta = 25+82.48 _ U C E 1.0 PC Sto = 23+46.16 PC Sto = 25+44-.42 C L 5' 2.0 o N o PI Sto = 5+09.38 y� W O E PC Sta = 4+64.15 w W= 0 CID PT Sta = 25+05.74 PT Sto = 26+18.96 A 1.0 w N °°�° 0.0 PT Sto = 5+52.01 L L o.0 � o a�Z 5<, o? U E E Z oZOa J� �a S 6 O°m NC-)USUN T B P I T T >K(. z , 910 �,o�� s��aaaN 910 o X���GJN(nN(n� 900 to WZ-�Z C,Z ZZ Z" oo�o oo°° ----C) W `2O E E!yz_(n NN N° a `2 Rif 900 ����„►lIl I I II►,,,,,��� H. {�, ''•,,� 905 °° 905 895 _ No. 00 00 II 895 8827 II -I rn �O`.- STATE OF :'0 900 ��° �z�''�isS�ONAL �- �i v I - 900 890 II w oo STA - 27+ 0.00 J u 890 U V I EL 894. 0 j o ALLAN H. WEIHE P.E. 8827 O C RVE N = 00.00 0W � 895 v� w - 895 885 , 8g o PROPOSED GRAD II. 0.89% 885 EXISTING 890 890 • o GRA E ° 880 0.70 a CD 0 0 12" RCP LO II 00 - 880 ° I V.=889.52 N J '�I + 00 885 N 00 II II 885 875 IN .1 878.03 12" RCP V 00 II II N w Q = I V.=87 .32 875 W c~il w > > PI EL 882. 0 w CURVE EN = 00.00 12" R P U� 880 880 870 IN .=874.15 + o CD Co 870 `~',' ►--� N ~ I- -1 E- Cn W O o n 875 875 865 '� 7 - 865 870 870 860 O o _ 860 QI C CD N � 00 rn 00 - -4- 00 cz � O r'i I Cf 00 ` O N Ln 00 _ _ 00 - �O r�1 o0 O0 00 O O C, I` N 00 d CT d O� O h-�--I 00 00 I'� C.O CV C.O �r� CT 00 CD " 865 865 � N N w CQ 855 � � � CD CD CD 00 W 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 00 00 LO IN co co co Go 00 00 00 c � co 855 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1 +50 1 +0 a ° oa 0 0+50 0+00 a. � 0)" v SHEET N0. o vo O V,QaO S� } ..0 l.lm 7_ Q C203 o W U PROJECT N0, Q}Q,O J d 10 g 8 7 6 A 3 W06-0031 5 2 1 10 9 8 7 6 5 4 3 2 1 • •- \0 00 \p M N � 0000 0000 I -� l< 1. O s MM00 aJ LEGEND < = RIGHT-OF-WAY LINE _-__ = STORM SEWER LINE % _... _ W o '8 1r":C-4 �°y!y = SANITARY SEWER LINE V m r..i = SANITARY SEWER MANHOLE r; m • = FLOW DIRECTION W 'o o = EXIST. CONTOURS I N' II z O — STORM BEEHIVE INLE - STORM INLET T is f �� �p G ' / T.C. = TOP OF CASTING 1 Q 875 ��e / INV, = INVERT 00 w `° ^ :� r c RCP = REINFORCED CONCRETE PIPE rA J - I �W ^ m SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE M� Q :Y 4y I °rn MANHOLE I jz MH = MA © . . ._, r p STR � ^ I w = STRUCTURE W d -� co 1 �• d> D.&U.E. = DRAINAGE AND UTILITY EASEMENT a O Q «� I - �`Z n`- O' S.S.E. = SANITARY SEWER EASEMENT ^ c'A R.D.E. = REGULATED DRAIN EASEMENT O OO Cn o BUILDING SETBACK LINE rA �- Uo w oro o B.S.L.V.W. = VARIABLE WIDTH 000 I Lo w PROP. = PROPOSED N N w ME = MATCH EXISTING °o QD p cnv �� L/ ww TYP. _ TYPICAL Z W •°` - � '° I^ /� � - - = SUBSURFACE DRAIN AND SUMP LINE I , ` w ; — % = WATER LINE z z r w o °^° ® = CONCRETE END SECTION u ., r� I z v N ``' °°'i ���• w --C� = FLOOD ROUTE r p wcgn v�� •\' , -, ...._, � �+ 9 .. .. �W�u7 �.'"� � I �Ali ..... .., �' � '_ _� n�ol cn w°o t' _ PROPOSED GRADE w w _ STM STR #700 = PROP. STORM STURCTURE NO. Z SAN STR #900 = PROP. SANITARY STURCTURE NO. 3��P0 0t. ,•�-- .. '- _,,.. ., - °�o? � t' G�. , - - - EXIST TREE LINE LINE DLO t - _ Z / PROPOSED FIRE HYDRANT z w WATER LINE VALVE O dOb „Zt d0 ,09Z _ _. _ O o „ PROPOSED W TE �, --- 857.3 = PROPOSED PAD GRADE z 3 : 'T- I� o d M.F•P.G. = MINIMUM FLOOD PROTECTION GRADE w 7.p 3W C198 SCI p:d�a Zl 70"04, OF PADS. MINIMUM GRADE FOR ANY M _ �(o ® `z STRUCTURE OPENING (DOOR, WINDOW I f _ co a I ' . r o WELL . OUTSIDE BASEMENT STAIR A 3S�7 Ol o ACCE SS, ETC.) ol: 3 r i • I.- ., - _ S98 --- : '� �_ _ r � c~!� uj � Q I II O M L� pa S p] co CS98 S L98 3W l'OL8 z o o —_-_ m o ... •.,,. ,. .. - _ —��_ :.'.; N °cD0 - � N O iD V)Z � U N O C7 O 6 W W ca Q Z O c0 lo v R Q Q Q U Q /? II O O h N o Z ' �v)V_Z Y• O(>�O Ot>OmOM ���VI rs7 f- N m;7 M I ,. E-. N—O N N."-)�oo O O .. Q (\On 0\00\0 0\O W m Q»T CITY OF CARMEL STANDARD BACKFILL NOTES: �---T STORM SEWERS Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP installations shall be B-Borrow for V 5.0 E S, 4.0 HORIZONTAL SCALE.' V 5.0 Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed N E S 40 HORIZONTAL SCALE' in the trench bottom such that after the pipe is installed to grade and line, there remains w o T C a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches ° 3.0 j L 5' 2.0 o N R C>' �.o 1"=50' below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below w C t 0 5, L0 0 o o the pipe barrel shall be 6-inches. Bedding, hounching and initial backfill shall be compacted A E' c) N ,� o in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire u ="� �Z o �r-w cR L 0.0 E 1,0 depth of the material placed. The backfill shall be brought up evenly on both sides of the w a o"�o N A pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. =: o ° �z° " ° L 0.0 The limit of initial backfill shall be 6-inches above the springline. Minimum trench width o W z o o a� shall be the outside diameter of the pipe plus 18-inches. a� o_E �a °�Z� =' a Final Backfill ¢ o_om cnc�c�xc>� Z Z N W C,W W Cr-W Final bockfill for all RCP installations under and within 5-feet of pavement shall be z v ova No o aaN B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall o w"�v n n n v 'W z z�z zzz� be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for �2 o 0 4�o o 000 � wN wN w(n VV)v10 880 the entire depth of the material placed. The backfill for the to 6-inches of the excavation W ooz .- - 880 885 below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting - _- 885 the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. `0��� //7j��/ r-) Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill \���� pA H. C) ►y �i� ° 0 00 z material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or ��� ��' •~" F/ I� P 01STfR y OO r� N other extraneous material, compacted in 12-inch maximum lifts to not less than 90%Standard Proctor D 1 Density for the entire depth of the excavation. N0� ° 875 � , o EXISTING • 8827 • GRADE — - -- -- PROPOSE 875 880 - ----- o GRADE - -- - I w � o STATE OF U) ~ _ ~ O w CITY OF CAR MEL STANDARD BACKFILL NOTES �� FS i N � N @> PROP SED O WATER AND SEWER UNDER CITY STREETS %/ S/ONAL+�\`\\��� 870 aoo cow - --- - -- _ ; Q 870 875 G ADE 875 Bedding, haunching, initial backfill) materials, placement and compaction for water mains, GRADE � + 00 EXISTING 11 w o --- — - water service laterals, sanitary mains and sanitary service laterals shall be in accordance f-- N J O o with the standard practice of the utility that has jurisdiction over the installation. ALLAN H. VVEIHE F.L. 8827 GRADE \ / o� w c'A o Cr P y j O r- O ��° Final Backfill _ f- ° U �o 0 00 Final backfill for water mains, water service laterals, sanitary mains and sanitary service 865 ~ -I- �� II laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill lk�Q � o W meeting the material requirements of the INDOT and shall be compacted in 6-inch z \`\ -- _ 865 870 c - 870 maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the CD O O - material placed. The backfill for the top 6-inches of the excavation below the start of the -f-F -` '� z aggregate subbase of the pavement shall be No. 53 Stone meeting the material I- o Ld CD cn cn w �rL requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor V) 11 cn / �� 00 0� Density. if the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. 860 � �° - -- --- --- - " RcP .75% _ cc0 860 865 C� - 865 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS =o - v For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary �� Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum CD 260 of 2" RCP 0.50% N co cover from the top of the installed pavement to the top of the installed pipe shall be the 0000`-. 0000 oo pavement section practice of the utility that has jurisdiction over the installation has a 855 _ �j � -> > -- ---- --- o — - 855 860 o more stringent cover requirement, the more stringent requirement shall govern. ll --- — -- -- _� - ---- -- 860 9 > d o v -- --- ------- - - - ---- - ----- - — -- - --- - 850 855 855 --- Qt ,tp M 845 PVC _TNV_ 8T5.0 _ - -- ---- -- --- - - -- - 845 850 ---- - - -- -- - 850 O C:8 � a 840 840 845 - - - -------- - w o 845 o o a � a Oa n o r G q q ° lo 835 835 840 O a W 840 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 � o 0+00 0+50 1 +00 IDM N O�� O IZ / Dc SHEET N0. OV7 nU L cn r Uwm C301 PROJECT NO. aow� °ion.' W06-0031 10 g 8 7 6 5 4 3 2 1 10 9 8 / 6 5 � 3 2 1 v 415 U • .-� MlN LA, DRAIN EASE ��' I ���-�� vh, �•' ,� �• -- -- -- ��� R FL00� a� �a 1aa71 �I 7&U OM TOP OF MENT 9 `O v BANK) R FLOODP�'� •...�, ° ���� � O `T 100'YEA . �• • OCi� - �j•1� `1 _� N �o vi ri 1 za 00000000V FREE z co _� o R.FLOODWAY 5� w �O YEAR _.. .. L !� _ Y° � � ��a m LEGEND 2 S a g r m 0.o Q' = RIGHT-OF-WAY LINE ' z� w __=_ _ w w O -....- = SWARM SEWER LINE p � / P�p,IN o w = Y SEWER LINE rrA SANITARY 0 �j w- • = SANITARY SEWER MANHOLE ^ Ix \ SEMEN` QO Q a c^ G �b \ V FJX 'CG�Y L � = FLOW DIRECTION ("� Q s �\,.,. ..,. O\✓ pRA1N X00 0 •;: :. ", �� s, ,; ,., R LPTEp _�. � �,5 �"- = EXIST. CONTOURS rn \ y� REGU w a?o / w Z �b o = STORM BEEHIVE INLET 20 a,.. _..�- o -+ \ � � :' ' • 6A U-; ❑ = STORM INLET � ►-� T.C. = TOP OF CASTING fZ1 8a j t INV. = INVERT • 5,,,. � 5.0, RCP = REINFORCED V1 2 E ORCED CONCRETE PIPE 25.0' y E• / S - ai a o W p.&U 1 SP - POLYVINYLCHLORIDE SANITARY SEWER PIPE v = 1-1 O ,,...., . . ,. ._ ... { , .: .. p. •` F, M.N. MANHOLE - _ �-o Ch EASEMENT w w STR. STRUCTURE � :+'.1 �oo`� pRAIN EA 1ti D.&U.E. = DRAINAGE AND UTILITY EASEMENT 20'..REGUITED N 0 50.0' -51� " S.S,E. = SANITARY SEWER EASEMENT a 6 R.D.E. = REGULATED DRAIN EASEMENT Ki �? E F.P.G 872.3 Iui'= B.S.L. = BUILDING SETBACK LINE VARIABLE WIDTH O W ,, "i / :I jl r^ � moo. �, . ' 87cJ.Q 8j' PROP PROPOSED N �r m� 40 o0 f S o ME MATCH EXISTING � B.S. o��P:ao \ TYP. = TYPICAL N p � • o_c"_- "oa SUBSURFACE DRAIN AND SUMP LINE rr -J V 871.2 2S M w / xa / Q&`'\ -73'.� u o o' [Lo¢� w WATER LINE .° '„ .' $! cm x \ O O _ .. ---<�S ;• / � d '' ; 5 w '' � ., o o cn rid` inN�- � O E. P G. 868. _ ^ CONCRETE END SECTION . _ W �r�, �oZ r w moo Q.� w°�o z o zL z = FLOOD ROUTE s 873.26 D E u) �z " 000.0 = PROPOSED GRADE Q ., W / 14+00 8 / 88Z an_ °ro, oaN 0 L, a 40 S' o co s STM STR #700 = PROP. STORM STURCTURE NO. .i :� J � woo 86y � R M E - � i o A '� 0 8" WA 879.1 .20,. 0&U. - F 18' RCP 1,5 SAN STR #900 - PROP. SANITARY STURCTURE N0. (� L� 391 �3 Bj w r r a o 21' 0 88 co ?, oo n 878 4 0 �xpss �q 866 8 0 0 w rim y: Q,� YDRPII = EXIST. TREELINE Q yy o 0 877. 2.48 TEE H r �oo a $$ FIRE H n=z ' 6„ GATE VALVE 87 5 = PROPOSED FIRE HYDRANT op,o W/ � '' _ _ Ica u,>>�� > tt 21+ +2o.2s PROPOSED WATER LINE VALVE 0 / \ ® OF O O 09 OF 18 PW D•&U. 7B�MFR ?�O ? O �'��?z�oYZ 401 5 221 7 d B$ 1/ py WPjER Cp \ u p \ / 857.3 = PROPOSED PAD GRADE ,..� ' 20+0o R -' O 1 M E���R O' Di � 881.44 882.05 g .ss 8 �,5„ 2__ 0 + OF' 27 RCP_' �- R8 �- 8 M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE '_• oo '' s / y Q`, 6, �_ 2_ - HYDRANT +00 1 m 69 OF 0 25 _ 876'7 \�. OF PADS, MINIMUM GRADE FOR ANY g r g 873 MARKER o ® 2.90% 79.36 Q W 3. " E o r a 881.9 STRUCTURE OPENING (DOOR, WINDOW _- 40'37 n h G o w / Sb Z o rn 0.31 18+0o S 4g 'l z p� 62 878.19 wA�K ' ono N WELL, OUTSIDE BASEMENT STAIR ST 0 / r0 0� o y rn o o NG O •A O P 51. 5 WAU< - L, Qi+ ACCESS, ) a�� O - -- - - 3 17,•�t, _ ', 877,34 - 9.6 n oo �C��`°w Q�� �a ors A } r m 49 87 v °? 0 4 2 0 as = -- �� Cr i ,,,8,✓�- rado p W Q _J - = O 875.78 u - o ` �.. N 2 RB 1p \ tiL• l, // rn 375.64 p ® 0.3 _ - _ o� z oo m ��LL CITY OF CARMEL STANDARD BACKFILL NOTES. H < w w ca m y G s> TC,B SU 6 p MANY 6 1 p y /y� o ,/� v 1 s+oo 1 `F OF 3P RC --;. N o u m i z o Cn / JS ti1P (F 0 /A O (/T T 28 r-- co• o N �° n Q r o� LL o ¢ / W o co NV TCa /N Cf lF /y h' \ o r-' 878.9 o� > - Qo p w z m z x 0 / m 87, C� SjFS 8 ! o M, W. �� �coa.r?°° o mo ° M �? o [aw m IN Ur. ti / ^ a + w /Ntr 58 A0 .8 66 6 FJ PT-16+16.06 �, _ 876.6 o STORM SEWERS N, 865, FT ) 9 c^ " L.�E v - _ o °o ono r° 3 w a x ¢ �✓ 86 I o 2\ 6 o r^ V r 564 O '� °�/ / SjNk lN, 868 C9S ?t.i'F FF 8 9 i' 877.6 c� �� I. _ W a ra o o ra c� ra R 68g / c / M S 8g �� S �. N ti \s - F 1 n a o Bedding, Haunching, Initial Backfill py . ° / o a o Sp TR 583 < �j U�ST g I o •c °,, ,� // l/0 Tp O d, `'L RC 2 9F op � � ?� `- _.- -""` ' � ! 1`O 1�0� o �,�. Bedding, haunching and initial backfill for all RCP 0 Qa l� l TC, MAN ro 0 o qp /r'S4f F / 0 �� h 8 bOC f O rn �, ty/FT $$4 5 r o �, o 00 4J installations shall be B-Borrow for Structure Backfill >' o n n n n n n n n o OUT _ ! 6 D.&U•E. meeting the material requirements of the INDOT. � OIyF 20: 659 6 rn / ) -, o Bedding shall be placed in the trench bottom such 0 rn rn BlF &U.E . 6.5.L ZF J. �c a a ,: o co ca cp tD c0 cD co co cD cD 40 �, �a �J �, CL' �� that after the pipe is installed to grade and line, there ® G� ool J I o' I CL o a ( W P M N O) fJ 00 7 �� a w r N ��� remains a 4-inch minimum depth of material below H N^ON NMOO^.--- F ° cb /��� $132• �N4 _ ( rn. B.S.L. o, s� � �--o the pipe barrel and a minimum f �����m o o �, I o? I d W P P o 3 inches below the ra .n ao I, E.E. r- r C7 a. bell. For pipe sizes 66-inches 0�0 50 00�a,o ao�e� � �o P P and larger, the minimum depth of material below the i P pipe barrel shall be F• `o // w 000 3 co max_ 6-inches. Bedding, hounchin and initial �, � '*;� p ,, � rn / , , ,. I w a._ �� �, I 5 �, 0`1• � shall ,, / // - •r 9 backfill 9 a II / Y rn �:, , I �_�3�z� :` ,��o�P�•' -v), �I ,; be compacted in 6-inch maximum lifts to not less O O cP i un U S m ct / - r v ( 9 �F3 , o J than 95% Standard Proctor Density for the entire depth w 87 �J o I m of the material laced. The backfill shall be bro h J 1Z \ - o . 0 a0 P ug t up of ° o ..;a evenly on both sides of the pipe for the full len th of � ° 870.7 9 .,,.,. _,.-. '� M.FP.G, CO �. � the pipe. Haunching shall extend to the s rin line of / ca I �:: w o I I the pipe. The limit of initial backfill shall be 6-inches ° o I �� I I o I m� above the springline. Minimum trench width shall be W 877.0 I $�O 7 0 " I 'IQ o - � _�z _ the outside diameter of the pipe plus 18-inches. �, � M•F P G' IN I J I rn cn v�--- woman o I^ �- I w Final Backfill a =jU,-',Z cif Final backfill for all RCP installations under and within w z �o N a o. 5 feet of pavement shall be B Borrow for Structure ° W�z¢° z 15 D,&U.E. a - rn Backfill meeting the material requirements of the INDOT oo fi and shall be compacted in 6-inch maximum lifts to ca o o=„v a not less than 95% Standard Proctor Density for the z -o o m,,,�U=0 entire depth of the material placed. The backfill for the W �o L0 a N a a a 0--o top 6-inches of the excavation below the start of he oz X�, N CL O_�a aggregate subbase of the pavement shall be No. 53 `va w z z z z z z Stone meeting the material requirements of the INDOT n o o 0 0 0 0 5.0 > wv)wLOwSL) nv)cn° E'S• a,o HORIZONTAL SCALE. 5.0 noz ,-- R and shall be compacted to not less than 95% Standard W c,o w ¢ Z T C >" 3.0 >' -v`0 ,S 4.0 HORIZONTAL SCALE. Proctor Density. fx cwcaa 30 _ � 5 nfeett of(pavement shall'be installations fill material free of \\`���U111111I IIIIIIT,T7i,'/ I L 5' 2.0 o N o o C �" 3.0 > '=50' greater v C E 1 ° I L 5' 2'0 ° rocks larger than 6-inches in diameter, frozen lumps `��� P.N H. Q ° N ° of soil, wood or other extraneous material, compacted F� L o.o A E 1.0 ;: y in 12-inch maximum lifts to not less than 90% Q' FO'., to Standard Proctor Density for the entire depth of the N0. _ L °'° excavation. _ 8827 1O''.. STATE OF CITY OF CARMEL STANDARD BACKFILL NOTES: �e`3, �N��...... , ,, 7/ONAL 885 WATER AND SEWER UNDER CITY STREETS 0/1111111111111" 885 Bedding, Hounching, Initial Backfill GRANULAR ------ ------- - --- - -- _ _ _ _ __ 885 Bedding, haunching, initial backfill materials, placement BACKFILL o 00 o and compaction for water mains, water service laterals, ALLAN H. IVEIHE P.E. 8827 sanitary mains and sanitary service laterals shall be in - 00 Q0 CO � G ANULAR accordance with the standard practice of the utility 880 CD cv u-) CD CV Ln + r oo CKFILL that has jurisdiction over the installation. � 4C N00 � N00 0LnCD ----- u �' `�' +� ----- °O __ PLOWABLE _ 880 n (, ( Final Backfill Of N CO �� N FILL - -- -- - O d cp u7 N �� o Final backfill for water mains, water service laterals, w w� a U o --- - --- - - - -_-__-__- -__- o CD - u7 0� 880 sanitary mains and sanitary service laterals under and 0 _J II II II 11 Cn 1 j PROPOSED tj II II �o' C) REQ'D. + 00 + within 5-feet of pavement shall be B-Borrow for p U tY� C7 Lj GRADE to r j p Of d- 00 + + CD C + co Structure Backfill meeting the material requirements of �_� o �j + r �i d to 0O 0= the INDOT and shall be compacted in 6-inch maximum Cf) 875 �r N d o o II II w F- t- 11 Uri 1- � + � *- � PROPO ED In cn II lifts to not less than 95% Standard Proctor Density for II II ap r� m II II II II o the entire depth of the material placed. The backfill �' = 875 + GR DE v for the top 6-inches of the excavation below the start °• _ "�'� - C� - °o PROPOSED o� � V) of the aggregate subbase of the pavement shall be CD .'° .; Cn I-- u7 UJ h- cn ---- 875 No. 53 Stone meeting he material requirements of the 9 q CD 0 U J II c!� II l II �l GRADE INDOT and shall be compacted to not less than 95% o r•; ' Standard Proctor Density. If the standard practice of _ the utility that has jurisdiction over the installation has C) a v EXISTING y. _ amore stringent final backfill requirement, the more T + • A. . E (STING o Cj ° v~) 1- GRADE ° ', Y i C) - stringent requirement shall govern. N 870 RADE ~' (� 870 V' �' INV 869.16 �'y, MAIN A ~� ° •• ° R DE - 870 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS • For installation of Storm Mains, Water Mains, Sanitary 8" WATER Mains, Water Service Laterals, Sanitary Sewer Laterals O A. o 865 _ __ � 00 MAIN CD under City streets, regardless of the jurisdiction of the o 0)� p,.._� CV CV � � 0 CD co O utility, the minimum cover from the top of the installed a 0 214 of 3 u7 co M� �� V - -N -------- CD ------ co co - M ��i o c° 865 0 U-)C__,] II pavement to the top of the installed pipe shall be the O b\ N� pavement section practice of the utility that has cri Sri u7(0 r� co `� 0000 0 0o ao o -- - _- - - - 00 � @ 865 y CON RETE c0 c0 CD Ua - _ ��� jurisdiction over the installation has o more stringent (0 00 00 II II © II II @� II II @ � �r7 -- cover requirement, the more stringent requirement shall a CD 0000 o rJ o0 11 11 0 11 S DDLE © > > > 00 00 0= II II U govern. II II II @1 11 II II II > > m 'cc CCU c ��> W c d �t 00DO @) > > 860 U " � > > _ > > >> 0- > > CL > > v c c U - o � _ cn m RCP @ 0.87% M C� C C C c - - Of 00 00 1n Cn Q 4U0 Of 18„ oo �j II 11 v -- N E___1 � -_ --- 860 � II II � m � � o LC)- - ------- �� _ - 860 r,� CV r- ,,_ ,� O ----- O z 0 cp co o o (D ----- - o0 o 'j- 0 00 00 o N 8" WATER II II ti 855 N N MAIN > > o `�° dd N -- --- - ---- - - -- - -- -- 855 O * NOTE * ---------- _ - E PIPES B EEN STORM N STRUCTU E NUMBERS I o W 850 710-711 712 ARE TO BE Q o CLASS V RCP W� FLO ABLE FILL 850 w q W O ti o ---- - - -- - -- 850 iE 0 o v SHEET NO. 00-a o 845 L M 845 845 =Uwm 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 0+0 O 0 0+50 _ 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 o w PROJECT N0.C302 U o ° 10 9 8 7 6 5 W06-0031 3 2 9 - 8 � 6 5 4 3 1R. �}+ 00 zOy4 4,s8 X6"/� �0 cP on:o �'m c �0 00 041 2 0 1938 . Q 8,s X25 8 �3 e PC zox�8g U o 01, Z 00 00 IT \ps 6°0' O 5 0 sz owP� �� stR Noy r� 8?s PG / 11 \�`J,e15'sj� MPN ^ 86 s Ix ,87p7 ;.. w• ' � \N GURaaoo9;1�50 �°• ,ok w , LEGEND r ®': 4 / Nv p68 n \ �I ;o N = RIGHT-OF-WAY LINE / " _ o ; ____ = STORM SEWER LINE U SWALE of m 'h, � � - _.. o^oo°° = Y SEWER LINE Y I \C\J : 119 E �F. o° .\ c hc� o, �� o v i - • SANITAR SANITARY SEWER MANHOLE G 87Q 16 '�^�' ,� Q E `b �oa� :: •,,. k � w�w� FLOW DIRECTION EXIST. CONTOURS Fri / r co N \> 4 EAOWPj1 pti c v°• o o = STORM BEEHIVE INLET 1-a NJ�a cv / / m /�' b c �h• 1�1 ° = STORM INLET J./ S0, h �. ^�o T.C. = TOP OF CASTING p• w \ INV. = INVERT a • Q 2Sg e O 3o B, \ 88 �� RCP = REINFORCED CONCRETE PIPE - SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE a a ^ �d. .-:.., I M.H. = MANHOLE :,0 J' 0 \D 221p� \ `broom o �� 1 0 0 l < / \ ..- }� = STRUCTURE UP lb� D.&U.E. - DRAINAGE AND UTILITY EASEMENT �¢� o S.S.E. = SANITARY SEWER EASEMENT a = REGULATED DRAIN EAS EMENT E MENT R.D.E.a B.S.L. = BUILDING SETBACK LINE o V.W. C/" = VARIABLE WIDTH OCly N �� \ PROP. = PROPOSED ` Y _^ ME = MATCH EXISTING N, i 4 TYP. = TYPICAL M �� -880 W — — — = SUBSURFACE DRAIN AND SUMP LINE ^ �` ° = WATER LINE 10 CD a , w rJ I ® = CONCRETE END SECTION FLOOD ROUTE H O 000.0 - 0 s �. N - PROPOSED GRADE to STM STR SAN STR #900 = PROP. SANTARYTSTURCTURE NO. cc w Q, EXIST. TREELINE PQ "anv•� ,off .. . - l �0. ,0 .^ � PROPOSED FIRE HYDRANT y� h _ - �Z 9 PROPOSED WATER LINE VALVE C - PROPOSED PAD GRADE 4 2 --_- .3S•� ,D�o 87.3 5 - .., J' $�•((Y�O�' a w - ' 3 W O,ZLS M.F.P.G. MINIMUM FLOOD PROTECTION GRADE/m 3 OF PADS. GRADE FOR ANY 0 50' RE OPENING (DOOR, WINDOW 'y � ,n WELL, BASEMENT STAIR 3 zom� 1 B N w o r w ACCES , ETC.) C7 Go �w> ° v> oG S C. o n A ' �O h� C�J O N U Z N w U y Z _J Nmr -- �w oN w O P o wm� co z m M co- ° D o 0 o n ¢ Q ry,n � Q - ' '100 0 000 00 0000 CO c0[0 10�0 0 c0 8 c0 0 0 0 0 0 0 0 0<0 l0 0 E•, N�00. Qc\On W 0\O 0\D 0\D O\i Q\i O\i O\i CITY OF CARMEL STANDARD BACKFILL NOTES V 5.0 STORM SEWERS I� V 510 Bedding, Haunching, Initial Backfill w S 4.0 HORIZONTAL SCALE.' U Bedding, haunching and initial backfill for all RCP installations shall be B-Borrow for T C 3.D r-50 L' 4.o HORIZONTAL SCALE.' Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed L 5' ° N �, ° R C 3.0 „=50' I 2.0 0 ° ,, o in the trench bottom such that after the pipe is installed to grade and line, there remains w F o C E 1.0 T A = a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches ° A I L 5' 2.0 N O �, o below the bell. For pipe sizes 66-inches and larger, the minimum de th of material below it w L C the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted Of W-a ”' 0 0.0 E 1.0 ^ in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire o A 0.0 depth of the material placed. The backfill shall be brought up evenly on both sides of the °' u> a o�E M _ L pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. o_ -� � o The limit of initial backfill shall be 6-inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18-inches. " CL 0:: U w W Final Backfill Z Final backfill for all RCP installations under and within 5-feet of pavement shall be M �o21 aNrzaaa� Z—w—w w w 890 B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall o X"�N E rn v>rn rn E be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for � oa40 o000 - ---- -- GRANULAR 890 p y > wv)w�W�U)NU)o 895 the entire depth of the material laced. The backfill for the top 6-inches of the excavation w Ooz r -- below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting ` W 3 --- ---- ____ 895 the material requirements of the INDOT and sholl be compacted to not less than 95% rn Standard Proctor Density. CD n r- h Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill _� � material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or ��� � 885 -00 cv 00 + 00 other extraneous material, compacted in 12-inch maximum lifts to not less than 90% �� Qom, f�G,sT E; Standard Proctor Density for the entire depth of the excavation. °-� - -- + 00 885 o LO o ---- -- - ---- W 890 � I-I I m , T-- ------C\11 CT) -- - - -- — 890 = • 8827 = . _ ° ~ + PROPOSED ° °c~n c"n w -- - ---- ---- --- ---- --- �'`.. STATE OF II I - EXISTING cn cn CITY o CA E STANDARD �� AND II II GRADE GR DE - F RM BACKFILL NOTES IA.,... ♦ �� 880 \\ :. .. ci cn �� v .. QQO WATER AND SEWER UNDER CITY STR UV � --------------------------- 885 ----- --- ------- � � ��� EFTS •,,� Nalll�����•���\` ' p5 Bedding, Haunching, Initial Backfill \`` --- V — --- + oo 8 Bedding, haunching, initial backfill materials, placement and compaction for water mains, N p N EXI TING - --- -- - water service laterals, sanitary mains and sanitary service laterals shall be in accordance II - . o+ G ADE- II with the standard practice of the utility that has jurisdiction over the installation. ALLAN H. WEIHE P.E. 8027 00 875 r- + CD II Cn Cnn ~ Final Backfill Final backfill for water% CONNCRE op 00 — p75 880 i__ o -_ _ e mains, water service laterals, sanitary mains and sanitary service k 2----- ___ 8 cn C� laterals under And within 5-feet of pavement shall be B-Borrow for Structure Backfill 1 R II II 8" WATE - II — "' �� '- 880 meeting the material requirements of the INDOT and shall be compacted in 6-inch of � �� � - ____ -_ _ PROP�JSED '- ° 259 8 PVC C/)_> MAIN 1 ° ---- maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6-inches of the excavation below the start of the = o aggregate subbase of the pavement shall be No. 53 Stone meeting the material CD INV=875. 6 PROPOSED requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor [r GRADE Density. If the standard practice of the utility that has jurisdiction over the installation has O + a more stringent final backfill requirement, the more stringent requirement shall govern. o _ �' n o o --- -- - ---- - ---------- ------- �- — _______ 870 875 9 MINIMUM COVER FOR PIPE CROSSINGS coo b\ r-n o b\ �� - - 7 ° ------ - 875 SINGS OF CITY STREETS o �� r- N o'- 00 For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary N > > 00 o 0000 II Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum 865 od Ud @ cover from the to of the installed tiC i > pavement section practice of the utility that has jurisdiction over the installation has a 1••'`I c � II II II P pavement to the top of the installed pipe shall be the 0 0 �� U — ----- - - ---- - .__--_ - 865 870 > U > > -- more stringent cover requirement, the more stringent requirement shall govern. co co o000 (Y - - -- - — - - 870 v 00 N ---- I 860 � � o z in 00 ----- - --- ------ 860 865 N p �' - - ---- - -- 865 p z 855 --- --- — - --- -- - ----- -------- -------- ---- 855 860 — ------- ri --------- _ 860 � \CID --- O v 850 — o ----- - -- - ------------ 850 855 q N Ad F ------ __ - - --- - - - ------- __ 855 O w z 0 0 � 845 a o N �� d _ 845 850 Q w ° 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 850 w q 0+00 0+50 1 +00 1 +50 2+ O � 00 2+50 5+00 � H oa _ 0 Ev W o iM s ^; :SHEET NO. .0 wm Z � U}w O 0�Oa C303 10 9 8 7 PROJECT NO. 6 s 4 W06-0031 1 10 9 8 7 6 5 4 3 2 1 GA U �0M Z0000W t-Z t.:. d 6 M M 000 LEGEND H S' o� _,_ oo w �, r �o --- = RIGHT-OF-WAY LINE 9- c� 9 y o EXISTING QUCKEY - 87 88 �i cb� ,v M _- STORM SEWER LINE `A d 6 s• P 5 E 8„ HIGH a7Z3 9.9 ME 2.6\F , W SWALE a w rn 8i• SUIT PET - R o —...— _ �\ ox. TOP '/v o SANITARY SEWER LINE P E U PP -77-PLE �o APPI • = SANITARY SEWER MANHOLE y/ �• 'Q ,S L s. - 877.31 APPROX. .ti b \ 3 O� �� ' PP Top of G oT t = FLOW DIRECTION o'•o, c, O 8 �. PP 880 M S PIPE �� A 6' E 883.1 Q'o .-.'-" - EXIST. CONTOURS PP. °y -_ _ TEST HOtE PP ° 88� O = STORM BEEHIVE INLET a s \ �/ 0 87 � 1 ate` 0 6.62 APP TOP OLE _ y ��v A ❑ STORM INLET --�_ OF GAS PIPE 877.1,6.APP - x D� d� ��� \ i TOO of ROx. �� T.C. - TOP OF CASTING pj GAS PIPE w ti. 7 INV. = INVERT ',,• �.� P, `,o,. •; ;. _ ._ _ a _�— r \ \ \ r TOP RCP = REINFORCED N R PIP r W •., ". o. � .._ �" ,, ';, s v CA o .--. _--, 881. ---______ °"� C CO C ETE E -- _ 4 ME Io SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE i-� Q ,' •,. s � .'" ��'��,.o � ... '° � o : ��� '-----_- 881.5 _ ,,r M.H. MANHOLE . >4 �.. STR. = STRUCTURE W D.&U.E. = DRAINAGE AND UTILITY EASEMENT . :: S.S.E. = SANITARY SEWER EASEMENT R.D.E. = REGULATED DRAIN EASEMENT 0 B\ B.S.L. BUILDING SETBACK LINE O Vl = VARIABLE WIDTH '' QQ PROP. = PROPOSED N ,,�,�2 ., `,: ,. -, ....._ � .,....:..� O I °.. � ,co a ii .cn^> , y>� ;/ '��i. ME = MATCH EXISTING ° J �,� O �`� r �I C� o Z ^ /'� ti TYP. = TYPICAL (� �y � d�c- ''. 9 •�� O �. ^Uj,.'.��ti I: a � / W SUBSURFACE DRAIN AND SUMP LINE 00-0 7 +v = WATER LINE 9-8 ,0� I _.. �� y F m� �e`a a� ® = CONCRETE END SECTION Q -v FLOOD ROUTE �oZ D r ' I I I - PROPOSED GRADE / 00 .0 x =c� I o �15 00 / / �-�- lA, 1, 10 1 o r _ o N ._,_„ ---3-D7a''O ,Sl ° �_ O STM STR #700 = PROP. STORM STURCTURE NO. V � co 886. 3n�o ,Sl '� 2a0' OF 18" RCP 1.46% �wX ��cG��T SAN STR #900 - PROP. SANITARY STURCTURE N0. 3n?�a Mn �o °'/^ 882.0 15 acU-E. — D ti �c s 0 d0a „Z! l 6LZ - °moo w o� \`9B�SS�F� ��� wv�/� = EXIST. TREELINE PQ W o mac- $Q ,Sl o GOS'O a0a .,ZI rn � = PROPOSED FIRE HYDRANT z • PROPOSED WATER LINE VALVE N opt, ',� C,• �C ,.,;,.: r71 J , PROPOSED PAD GRADE 3 ® �°o• 2L`�J _" cD {, o ;IS �nl s �0. p• / �SJ� Zr' �6 1 �� o o ' M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE \ s �\ � a' r '_ - ,\ o •: �v r� �O �, � -.. ^�o O' �o � a o �� o � � 00 0 0, ' ��, ti `' OF PADS. MINIMUM GRADE FOR ANY OPENING (DOOR, DOW • � � _ I � WELL, OUTSIDE STARIN o ACCESS, ETC. ' �/I�djd' '����/��'�W3S � •: � eG �°�o° / „ � � o - U'_ sr � J W �� '2TS' �' s�� ) � - , H,�/ W�� ;�9 0 �'�.� , � �� / ti x0h• / � -: QO' '. o �,oGT� .I a U' I ° `�' 2�od���y � o � A �' - H o8 )p�, dQ/ s Q / ° c`• .� ' s ��S�P co I G l'T'do�So`'s Z o W w J r w o �'d d//) d \ �'' e�. x° �' r�J c i cF Off, 07.' r I c� o o� l o r� C� z m d�� ST >� 05 oI° �', �s�s ` E~ ¢ w o F` zm o, SAN ARD B C 0 S ti ° m ° chi w `° I CITY OF CARMEL STANDARD A KFILL NOTES: : ,y r d/d I / / � �Ge s ol• / `L f STORM SEWERS Oy o- g R �O \ OP �0 cP Bedding, Haunching, Initial Backfill 0000000000 y� 7 �, �9�. . �n �ti / 5 Bedding, haunching and initial backfill for all RCP �N 3d7d\ / L � / Q \ l � d s � OE F� \ O installations shall be B-Borrow for Structure Backfill cp co co co co cD ca U U cD ao ,p �� \ meeting the material requirements of the INDOT. 0000000000 Bedding shall be laced in the trench bottom such w c j—c) O —�n ao.-- 9 P E.. N.—O N N r7 O O that after the pipe is installed to grade and line there ¢ P P 9 a �0 00 00�o rn of o)m 3 018 Ipdb a� ti� . S _ �� 0� 4J ;�� 'r Cp �9 f remains a 4-inch minimum depth of material below �� the pipe barrel and a minimum of 3-inches below the p df 3d 3`y sl ° Ste' cP O \ P P L �� � � �? / �.ti/ �� n ' \ \ J 1i \ s.� \� PP 9 � •�, � s 9 bell. For pipe sizes 66-inches and larger, the minimum depth of material below the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted in 6-inch maximum lifts to not less J than 95% Standard Proctor Density for the entire depth L, o V 5.0 V 5.0 of the material placed. The backfill shall be brought up E S HORIZONTAL SCALE. E 4.a HORIZONTAL SCALE. evenly on both sides of the pipe for the full length of L F o A 4.0 s the pipe. Haunching shall extend to the springline of o J C 3,0 1"=50' R C �" 3 0 7"=S0 the pipe. The limit of initial backfill shall be 6-inches T A _ T A = above the springline. Minimum trench width shall be � w�o 0 15 2.0 o N o n o I j L 51 2.0 o N o h o the outside diameter of the pipe plus 18-inches. a w W c oc� o v" C E 1.0 I C E 1.0 Final Backfill ° d>-- z ts A A Final backfill for all RCP installations under and within V o� ts�o 0 0 L 0.0 L 0.0 5-feet of pavement shall be B-Borrow for Structure Y ,= 3,, Backfill meeting the material requirements of the INDOT Q ° z n-- ° p Um]NU Z3 and shall be compacted in 6-inch maximum lifts to Q '2:a N z z -L"oWwWW not less than 95% Standard Proctor Density for the U �o a-a a a D_ entire depth of the material placed. The backfill for the o X"�Ln Ej(n v)N N� W z: 0'Z ZZZ� top 6-inches of the excavation below the start of the 0 0 4 0 2!2 0 0 aggregate subbase of the pavement shall be No. 53 w o o z N N N N Z 895 ANuLAR 895 895 Stone meeting the material requirements of the INDOT cx ww and shall be compacted to not less than 95% Standard \1111I1111/i/// -- --- ---- ----- — _- --- ------- AC -�---- — ---- — - --- - -- --- -- -- — ------ — - - - - Proctor Density. r` o Final Backfill for all RCP installations greater than \\\`, PN H. GRANOLA 5-feet of pavement shall be clean fill material free of ���� V 0 0o BACKFILL rocks larger than 6-inches in diameter, frozen lumps \� Q�.Q��c'�Tt�'�•.�'F v + 00 of soil, wood or other extraneous material, compacted � N0• � 00 in 12-inch maximum lifts to not less than 90% II II o `n �� N Standard Proctor Density for the entire depth of the = • 8827 _ 890 r— co o co I� co excavation. "� r7 O 890 890 r �; _ °.. STATE OF � T -- — -- — PROPOSED --- -- - — --- ------- - 890 + 00 + 00 ~ ^P- CITY OF CARMEL STANDARD BACKFILL NOTES: 'ice �N � GRADE 00 cn II II U' II ll '�iS�ONAL ``. CL WATER AND SEWER UNDER CITY STREETS II II ,4-; II li EXISTING PROPOSED c~n n �� � c~r, Imo- ` o U . ', } U GRACE BADE Bedding, Haunching, Initial Backfill 885 V) V) — - -- _ '_ _ _ _ _� 885 885 885 Bedding, haunching, initial backfill materials, placement ,• z cal _. and compaction for water mains, water service laterals, ALLAN H. WEIHE P.E. 8827 _ sanitary mains and sanitary service laterals shall be in EXISTING - r - © a .,.,' accordance with the standard practice of the utility A 00 GRADE rr CD that has jurisdiction over the installation. 8" a + � v � + __._--.._ - -- I- � - I- o Final Backfill ATER cn II U) II Final backfill for water mains, water service laterals, 880 o _ _ MAIN_ _ O 880 880 ,1�� b� 880 sanitary mains and sanitary service laterals under and • 8 PV I ~ ' --- ------ - —°�� within 5-feet of pavement shall be B-Borrow for ° �o z cn cn O co cn cn o - co Structure Backfill meeting the material requirements of o � a. INV=8 8.72 P @ 1.46% CONCRETE 00 0 - �-8" WATER the INDOT and shall be compacted in 6-inch maximum `. .•:d 27 0{ 18 RC SADDLE II II II MAIN lifts to not less than 95% Standard Proctor Density for v I- ,.: > the entire depth of the material placed. The backfill II o o = =0 8 PVC > > U Cl- C for the top 6-inches of the excavation below the start 875 _ __ RCP _ _ _ __ c�~n v� w 0 50% �� 875 875 o INV 879.34 - of the aggregate subbase of the pavement shall be 9' of 12" �° �� � r 875 No. 53 Stone meeting the material requirements of the CONCRETE v oo -- — - —--- _ INDOT and shall be compacted to not less than 95% 50% ' DO� oo Standard Proctor Density. If the standard practice of 273 of 12" RCP @ I�� SADDLE-/ II II ll ll - the utility that has jurisdiction over the installation has RCP @ 0. 7� �� 00 ° 0 131' Of 2 > > a more stringent final backfill requirement, the more > 0000 stringent requirement shall govern. 1 0000 v 870 o0 Jill �C 870 870 870 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS II > c - - - - o For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the jurisdiction of the F utility, the minimum cover from the top of the installed a pavement to the top of the installed pipe shall be the 865 865 865 865 pavement section practice of the utility that has jurisdiction over the installation has a more stringent m - ------ -- - -- - - - - -- - - ----- - - cover requirement, the more stringent requirement shall govern. w F u CJ O z 860 860 860 860 8 W N 855 855 855 855 o o w w Q w w 850 850 850 850 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 N go SHEET NO. or� 0 low Em 0 o d� ON no S� } C304 7 PROJECT NO. 0 Q0 uj0 W06-0031 cgQ_ �_ oa 10 9 8 7 6 5 4 3 2 1 10 9 8 7 6 5 4 3 2 1 \C N1 N IT n oo oo � rr f ..0. �„ EL 25+00vV z7 w / g" K1 s 6 �i 1 -: ____ END \F 0 1 _ l:`��,1'8 - _ = RIGHT-OF-WAY LINE O p \ > o Pi �.7h T8::9:0:. 1 /'� ____ _ - u`_ s w 3�1 RX, ,.. -_ '=� °I :TS 8 ,Of STORM SEWER LINE c4 889.68 _ = 740 c i w STO cP90 s� STM STR -- _ _�- _...- _ CURB MANHOLE -` _ SWALE W DOUBLE INLET Hlbd,l7bHdSb p ''- • = SANITARY SEWER LINE O' --- °o W = SANITARY SEWER MANHOLE _ 3 !� \ ag .� ' �' WITH 2 SUMP o � � r = -- --,- •U�3E13St>�3 - 1 TC=893.93 INy OUT=889.06 - '3'S'7 2130111 --__ �.� � o FLOW DIRECTION V a31bM „B _ - E ET chi �gp ' m' NV IN=889.16 '3 - OHS 3N01 ,£ � _ • •a o �-"-'-'" EXIST CONTOURS 01 H r l ' O STORM BEEHIVE INLET Ea O 04"'U ri V ° �''pu a = STORM INLET ' aON39213VY ' '7'S' .',,, ---------._� _---. 0 .---1 Q � � T.C. - TOP OF CASTING � INV. = INVERT , > u� 1 RCP = REINFORCED CONCRETE PIPE rA 8QO 1 3 1 V13`?3A , Z U ow�°j 8- � � O � N ' � cs��i Z 1 a A� N 9l„' n°z __-__- - �y� o J Z o a SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE O • 9 210d 05 IW 5 _ -q M.H. - MANHOLE C _ - °ir N >o STR. = STRUCTURE [j] D.&U.E. = DRAINAGE AND UTILITY EASEMENT aj S.S.E. = SANITARY SEWER EASEMENT R.D.E. = REGULATED DRAIN EASEMENT c n moo° 3 n cS w w B.S.L. = BUILDING SETBACK LINE ° STM STIR 731 0 0 $a(?U o° e = WIDTH N cD, V W VA -. / I ' p ( r r r n n O PROP. = PROPOSED ID >� OUTLET STR W/ o 886.0 6 N i �8$ °' \o �d� n w 6" ORIFICE 0 NP ® O = EXISTING�\ ME MATCH EX F.P 889.0 / - SEE ,f � � 'S' °� _ . � � v fn o o TYP - TYPICAL I �I =877.00 F \ \ - - - = SUBSURFACE DRAIN AND SUMP LINE r 739 � � ,� � � � N ,•.. � Y Z �° o tP ,,�Zai : UBS CE � � x M.F.P STM STR n 730 881.7 738 CEs w 6� - y o ` STM STR - - - - STM STR - LINE SOLID MANHOLEi --�+ WATER L 1NV=864.00 o I OUTLET STR W/ \ .. I ._ ;. may' � ;. �\ TC=884.50 �s = N N SECTION 876.72 6" ORIFICE "NP o p INV 0 j �J °o •` SEE DETAIL / �,�� z�r) �'' ,: • . ° GIN O ® � INV IN=876 82 u �n o0 -- L� - FLOOD ROUTE COCRETEEDS I I iNV=884.00 �E. i � . ¢7-,'Z�� of a¢¢ 735 2.81% u �m J °mN`� �. �? ° \ 00.0 = " I PROPOSED GRADE Ln STM STIR •' 32' OF 12' RCP ® �5 � \� CES I STM STIR # 00 = PROP STORM STURCTURE NO. �6� - - o V=877.00.,' ga STM �'o z? V ►--1 -+ IN 888.3 HP I � 736 BEEHIVE INLET o v' 4. STM STIR + a N ST # 00 = PROP SANITARY STURCTURE NO ---- -- S INLET r` TC=813. I - AN 7 - � BEEHIVE � ---- _ 0 INV OUT=883.00 - - _ °^o �w Z R 9 C=85.0 � h - - EXIST THE H L- - INV OUT=X6030' D.&U.E. -' - -� � 30' D.&UE INV,;.IN=B-83�1�D `'O cP, � IN iv-�r✓- EL E � 0 E. N % - - - = ec+ --- 1.831' \ - FIRE HYDRANT INVr'IN=877.70 - --- � "`9�+ r� � - � `_ �� � 251' �n I ', 240' OF 15" RCP � 2.11% 1' OF 12 RCP @ 1.7 q �-- � POSED p ME C 'i-� \ "' / °` �, 15' D.&U.E. 888.6 60�. �;FF r1 T - PROPOSED WATER LINE VALVE � -- w 890.4 ME J 886.7 - - - 30' F 12",'RCP ® 210% ��- °° - PROPOSED PAD GRADE sa85E 10' LS.E.'; 10' L.S.E. _ �"�� d' � °° , ^ y�o \ w - _ ; 857.3 8 PvC Sa �� coo 0 > .F.P.G. = MINIMUM FLOOD PROTECTION GRADE 20 Sewe Esmt. per Ins 50 �� \ o \�� - M ''', � � �Q. ° OF D UM GRADE FOR ANY �?.8�6 ca C, STRUCTURE OPENING (DOOR, WINDOW \ o� \` - �. BASEMENT STAIR �0 EX.-SAN MH G.O.y7 ° \ t ACCESS, ET Q � WELL, OUTSIDE T.C.-890.47 EX.(W)INV-876.8 A EMERGENCY SPILLWAY \ -876.9 9l- '�' \ ? i EX.cE)IN� BLOCK 1 886.54 2 CD INV-867.90 \ "� O M Nmrnro S .,_0 3 6�S.0 � dy E- O ::H W� � J Q � co V U > r o0 ti ° cn o v ti z cA a ~~ a0 °o ra'i ^ p0 0 W a x d `cf� 0 1' `L N O o n Z N ^2 0 17 2I Q (� U Q N cam ' o � 'ro� U J ! x x �o°? '�s oOOO OO OOOo _ �� �Z 1 I orn w M o�� O CITY OF CARMEL STANDARD BACKFILL NOTES: I w �o 10 c�10 cD c0 cn In 10 ED � rn m O O O O 0 0 0 0 0 0 �j STORM SEWERS w � "'N o)--"'� ' " 8I Q �\�������� o ) Bedding, Haunching, Initial Backfill ,o r' _, ti ago' �'� ° , ^, °' o ` ' Bedding, haunching and initial backfill for all RCP installations shall be ` V 3n� B-Borrow for Structure Backfill meeting the material requirements of the ~ S! I` ,� � - INDOT. Bedding shall be placed in the trench bottom such that after the LQ n �;t �, �,P•17 „ r�/ pipe is installed to grade and line, there remains a 4-inch minimum W V 5.0 depth of material below the pipe barrel and a minimum of 3-inches RE S 4.0 HORIZONTAL SCALE: V 5'0 5 o below the bell. For pipe sizes 66-inches and larger, the minimum depth M W o _ E 4,0 HORIZONTAL SCALE, of material below the pipe barrel shall be 6-inches. Bedding, haunching T C 3.0 -50 R S E 4.0 HORIZONTAL SCALE.' and initial backfill shall be compacted in 6-inch maximum lifts to not W � o T C 1 3.0 =50 h' 'S ,_-less than 95% Standard Proctor Density for the entire depth of the ° J L I L 5 2.0 0 � o n o A = T 3.0 material placed. The backfill shall be brought up evenly on both sides of �-�, lkf o N ,� ^ o I z.o Q � o � o C�• 1.0 L 5' o r, o A = the pipe for the full length of the pipe. Haunching shall extend to the w¢0 0 C I 2.D O 1n O � O W Z ♦- ¢ A 1.0 L 5' 0 N � ^ o springline of the pipe. The limit of initial backfill shall be 6-inches above n_ = _�;z o a OU�° N L D.0 0 0 E 1.0 pipe splusgll8-inclhes um trench width shall be the outside diameter of the o °z 5 L D. � . U) Final Backfill ° Y W z =W Q UJZjn-� �d Final backfill for all RCP installations under and within 5-feet of z ~o o m n v°=c pavement shall be B-Borrow for Structure Backfill meeting the material ¢ z z 0 w o w m W w o requirements of the INDOT and shall be compacted in 6-inch maximum z N° a>a a a a= Q X U)W U)N U)to�i lifts to not less than 95% Standard Proctor Density for the entire depth UJZ: �=X=zzZa of the material placed. The backfill for the top 6-inches of the M o 9 o"0 0 o O a ,' W 8 W V)w(n(n U)U)O oOZ 900 (� excavation below the start of the aggregate subbase of the pavement w w�¢� sw Z -- - 900 905 shall be No. 53 Stone meeting the material requirements of the INDOT J"a 3� --- ------- ------"_--- ------ -- - -" _ -_ -- - 905 895 - - 895 and shall be compacted to not less than 95% Standard Proctor Density. ���t111111111/��� --- Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill material free of rocks larger than 6-inches in ���� p.N H. diameter, frozen lumps of soil, wood or other extraneous material, GRAND R compacted in 12-inch maximum lifts to not less than 90% Standard BACKFILL Proctor Density for the entire depth of the excavation. NO. ° 895 _ • 8827 • 5 900 _ 900 890 890 CD 00 rn �M rn - _- - -_ �_0_ STATE OF `mow co � + o �� J� N � � N � CITY OF CARMEL STANDARD BACKFILI NOTES: ��i� /N .....P,•. � ` �� �s o ,+ 00 m � ll II II II WATER AND SEWER UNDER CITY STREETS �� SfONA1l.1\\`\������ 890 - - o N 890 895 n �z Bedding, Hounchin Initial Backfill t EXISTING _____-- 895 885 + oo GRADE - - U -- --_ _ - 885 Bedding, haunching, initial backfill materials, placement and compaction 00 a +N Q - /-PROPOSED ---"- - - - --I for water mains, water service laterals, sanitary mains and sanitary Cf) II 11 � U) c~n r w GRADE F- U Q service laterals shall be in accordance with the standard practice of the ALLAN H. 1VEIHE P.E. 8827 11 J o I- w utility that has jurisdiction over the installation. a II J � o U / g I-- W cn PROPO ED Op = :' oo PROPOSE w Final Backfill 885 GRADE SSj 890 c� z GRAD N o (0 � Final backfill for water mains, water service laterals, sanitary mains and LO o ---" - - - ------ - ---- EXISTING ` + 0 870 880 cal o sanitary service laterals under and within 5-feet of pavement shall be o "-" -- - _- o - 880 B-Borrow for Structure Backfill meeting the material requirements of the p w --� Q --- INDOT and shall be compacted in 6-inch maximum lifts to not less than " of o0 8 cc co 11 cn CD 95% Standard Proctor Density for the entire depth of the material placed. CD oo 0_ WATER - o z + O The backfill for the top 6-inches of the excavation below the start of �� °� MAIN N CO co �w o the aggregate subbase of the pavement shall be No. 53 Stone meeting 880 Il �� 00 II 00 240' O f II the material requirements of the INDOT and shall be compacted to not 1.� _ _ _ 880 885 © II II 'S R,Cp less than 951' Standard Proctor Density. If the standard practice of the o Q% 0000 I I 0O y P cn -- ________-_-_ © `�-�``� I- utility that has jurisdiction over the installation has a more stringent final 31 Of 1 II II - ---"-- - �- - _2. 1 885 875 ;-� II 875 backfill requirement, the more stringent requirement shall govern. °° 8" PVC <�I 8" PVC °o 0 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS l ° _ r IN =884.58 CD �i EXISTING 875 0 0 r-r- INV-877.02 0 °O CD GRADE For installation of Storm Mains, Water Mains, Sanitary Mains, Water C) r-� o 00 r j Service Laterals, Sanitary Sewer Laterals under City streets, regardless of 875 880 the jurisdiction of the utility, the minimum cover from the top of the ao C"' ---- --- � ll 880 870 '' � y ----- I1 ll cu -- --- -- - __-_ -. cc 0 installed pavement to the top of the installed pipe shall be the pavement II Q > > '� -_---- II - - -- section practice of the utility that has jurisdiction over the installation r� > > > - has a more stringent cover requirement, the more stringent requirement V d c U > cv shall govern. i o 870 N O _ 870 875 875 865 - - --- - �, W _ U 3 0 65 -- -- ---- ------ ------- 865 870 _ _ - -- --------- 870 860 -- - 0 N 860 _ _ - ----- - - -- -- - -- _ 860 865 865 855 O Z 855 O w 0 o a ° N Q 855 855 860 W En 860 850 850 0O ° 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 3+00 2+50 2+00 1 +50 1 +00 0+50 0+ W 00 0+00 0+50 1 +00 a s ° M a odd co a iE.�� SHEET NO. D E " o yv 0 NN at S�Nj= .0 w� O w C305 �D-'r oOa° PROJECT NO. _boa 10 9 8 7 W06-0031 6 5 4 3 2 1 9 g 7 6 5 4 3 2 1 %6 fti C4 Zoho oho V t_Z t_: C � r+ O MM00 s LEGEND _ - �,�,_ -� � or 'u � •(,; � • k � 5a � ____ = STORM>SEWER LINE _ P \ ,, �� r I w �xy1• / SWALE SANITARY SEWER LINE Q �• 0� r0 �> ,. 5� 96 �P�V / _ • = SANITARY SEWER MANHOLE / 0 = FLOW DIRECTION EXIST. CONTOURS P _._•_.. ° \ �J, x� % M,F o = STORM BEEHIVE E INLET Q1, a a = STORM INLET T.C. = TOP OF CASTING INV. = INVERT i RCP = REINFORCED CONCRETE PIPE SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE 1.40 M.H. - MANHOLE ^}4 tk5 STIR. = STRUCTURE W CID J D.&U.E. = DRAINAGE AND UTILITY EASEMENT a S.S.E. = SANITARY SEWER EASEMENT 04 - NT • _ D.E. REGULATED RAIN EASE dO / �' B.S.L. = BUILDING SETBACK LINE _�2 �I �o ego :/ /;; ^� '� V.W. = VARIABLE WIDTH 0000 OONS � z °�° p � rnF` �... PROP. = PROPOSED . ti P c W (u�O�Tai n0/y 00 `� �L ��� v� �a°� ME = MATCH EXISTING � & �,•:•-:.. Ross£ sf roq Ne ►.�,: O a �' s� / . �� � �- Q � w S M •: . S rNe, 0 cm�oy�. o �� - _ - TYPICAL ES S� 742 oO 4�G 7 Co G9AO�os'F v^� =/o'N cl > - SUBSURFACE DRAIN SUMP LINE Q TYP r` �• � , AND ENV l 1 c� 9P o N �ac v^ �r a h� / J --rte- = WATER LINE l 5 46, OL S� C�.12... Mf ,o��lo°oF \ �• _ W �� 60 C� = CONCRETE END SECTION 0 _ = FLOOD ROUTE � 15' D.&U.E. 874.8 = PROPOSED GRADE 0 ^ rE - . ' "° ° •-, °. ��''" 1.10% STM STIR #700 - PROP STORM STURCTURE NO 304' OF 12" RCP � O _,,_ 1Q �, D.&U.E. 877.0 ' �` � �oO ir' � �� � i1, 15' D,&U.E. SAN STIR #900 - PROP. SANITARY STURCTURE N0. — — •C.k o � ..(� — / 0 Z EXIST. TREELINE W W 06> `,179 OF 12 7) O`,0.50% 4 �'; r moo � 17, PROPOSED WATER YLIINENVALVE h F o 0 E. = PROPOSED FIRE H cast NCY Spj,= c s��A�o �F 6l �00 7 = PROPOSED PAD GRADE V � 50 85 .3 M.F.P. J S�Fj GO o l �p �' _ o q/o£ ��,,,.___• - � G MINIMUM FLOOD PROTECTION GRADE 509, RCP STM o �� c^tiz s i rF l P k� % 5,. OF PADS. MINIMUM GRADE FOR ANY , `�' �..{' ;' o�`�, 0`0.: r'" ;°`. TC fNl�f j ! S W F R S WINDOW WELL, OUTSIDE BASEMENT STAIR AV 49 W 9 9, : �6 ACCESS, ETC.) c7 cy 8?g O NV 0 STM = cn z o r i Q o > _ ° FS M q_ o0 1 : wra m � rim INt �: ;' M o w o (o `87 c o :71 I m z �G Op �y�s �� o r7 c ¢ w co A !> W �PlO'�cj'r f \ '`'�••� .. Q, Q O Q Q U Q .o. to BRIDGE 0 l '° V: oR cROSSi 32 � •� ��,a`� �,tJ� w `c,�` - Q co(D to co cD cb co En cn to f tP � (!� �� "\ \ W N_ON NM OO.—•- �_' 872.3 �I 20'; .. d ������rnrnrnrn 8 8>3,3 c CITY OF CARMEL STANDARD BACKFILL NOTES D& 873.8 I \ STORM SEWERS w Bedding, Hounching, Initial Backfill U J ry Bedding, haunching and initial backfill for all RCP installations shall be B-Borrow for M Ln o V 5.0 Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed N V 5.0 V 5.0 HORIZONTAL SCALE.' in the trench bottom such that after the pipe is installed to grade and line, there remains I- F o E 4,0 HORIZONTAL SCALE.' E S 4.0 HORIZONTAL SCALE- Es 4.0 _ a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches ° > S ' R "= C R C below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below R C�„ x,._50 C>' 3.0 3.0 co T 3.0 7 _ T A = the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted ,�o 0 `4 o n o n o I A 2.0 0 o o I L 5' 2.0 o N o ^ °o in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire a w w= I L 5' 2.0 ° N � O L 5 o N o depth of the material placed. The backfill shall be brought up evenly on both sides of the w N a �o N C E, 1.0 E 1.0 A E 1.0 pipe for the full length of the pipe. Hounching shall extend to the springline of the pipe. w Z: ° A O O 0.0 The limit of initial backfill shall be 6-inches above the springline. Minimum trench width ~/,' o Y wz° nw L 0.0 L L shall be the outside diameter of the pipe plus 18-inches. o , Final Backfill ¢ co°°m z"W="z Z —w S2 w w w w Final backfill for all RCP installations under and within 5-feet of pavement shall be z ,o° [L"'a o-aa N B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall ° w Z z z z z z be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for o o o 0 0 0 0 ooz�nuj inininin the entire depth of the material placed. The backfill for the top 6-inches of the excavation w �,,2,Q��1;E EI,° below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting "�3Qr 895 885 885 890 890 the material requirements of the INDOT and shall be compacted to not less than 95% ��,Iltllllllllll� 895 _ - ------- ----- --- - ----- - - - - -- -- --- — - -- -- -- Standard Proctor Density. Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill ��� P.N H. 4, %i material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or 9 P v .••' 15T ........... other extraneous material, compacted in 12-inch maximum lifts to not less than 90% Q' : Q� p'.• Standard Proctor Density for the entire depth of the excavation. NO. n __ • 8827 • _ 890 890 880 _-- -_ _-- _-- _ - ---------__ - --- _ _- _--- 880 885 GRANULAR 885 -- - "� STATE OF rz 0. ACKFILL E>I RAI DE Sao . � '`> r� WATER AND RSEWER TUNDER DCITY STREETS NOTES: /ii��s'S+�ONAL1�'�G���\`` �t o o\ N r- N i 111111111 C + � � r- o o o PROPOSED �0) + Bedding, Hounching, Initial Backfill 885 + II 885 8750 z ~ J _ 875 880 - w r7 ao--_ ---- - - 880 Bedding, haunching, initial backfill materials, placement and compaction for water mains, II o o GRA E- -�+ - �- '� water service laterals, sanitary mains and sanitary service laterals shall be in accordance ---�-� - — ----- - - --- --- ---- - II m l� rY rY ALLAN H. WEIHE P.E. 8827 f- o • � o U � � w I,-: with the standard practice of the utility that has jurisdiction over the installation. v~i 11 ~ w °o EXISTI G Final Backfiu EXISTING o w �f' GRA E PROPOSED f- � O o i 00 o Final backfill for water mains, water service laterals, sanitary mains and sanitary service Lo cn � , w GRADE GRADE o laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill PROPOSED o z meeting the material requirements of the INDOT and shall be compacted in 6-inch Q . .. $$0 GRADE $$Q 870 - 870 875 .'';.�• 0 875 less than 95% Standard Proctor Density for the entire depth f he C) maximum lifts to not I h ° to or r o f + f-- __- --- - ------ --- ----- ---- -- --- --------- - p material placed. The backfill for the top 6-inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material o 7 ' of 2 RC Q 0.50% co requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor rn o o Density. If the standard practice of the utility that has jurisdiction over the installation has v 0 0� rn c6 00 C- M cn cn w a more stringent final backfill requirement, the more stringent requirement shall govern. {� o 1 °o II 00 o co 304' Of 12" CP MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS _ __ ___ _ ____ ______ $65 $70 __ �_1.10% 870 875 I 875 865 II � 8' WATER — _ --- -- >i -�it - — - - U c > MAIN o = For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary CL c c co Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum W 5 U - - C-) cover from the top of the installed pavement to the top of the installed pipe shall be the N cc pavement section practice of the utility that has jurisdiction over the installation has a N more stringent cover requirement, the more stringent requirement shall govern. 870 0 870 860 - - - - -- ---- - - ----- --- 860 865 - - - -- - --- — -- ----- ---- 865 9 co -- 1 F• oU 865 865 855 855 860 860 � w O � 860 860 850 - -- - ---- -- -- ------ 850 855 --- ---- -- - ---- ----- ----- - 855 dfr� ` - gY � a o a a, 855 855 845 845 850 — _ _ _ _ _ - 850 cs O o Qww cn N 850 850 840 840 845 845 O � 0+00 0+50 0+00 0+50 1 +00 1 '+-50 2+00 _ 3+50 3+00 2+50 2+00 1 +50 1 +00 0+50 0+00 SHEET NO. M oa %E nc E v o C306 N-C =U vm , PROJECT N0. 7 boo ' W06-0031 J r>o_ 10 9 8 7 6 5 4 3 2 1 10 9 8 7 6 5 4 3 2 1 • •-� 10 00 b O 0000. 0000, t_: t< ., LEGEND RIGHT-OF-WAY LINE zi / :. / N N�d�Wd.S'11�d N' /oS S ff d �', c\G 9a���cA o° o • �.d�r '\F• r\; _^�mazcl-r�n.� � al�b� 9/ ' ,' B�j �J'\ .: B): �F _—_.•_.—_ _=== STORM SEWER L INE C N SWALE� b SANITARY SEWER LINE 6>J SANITARY SEWER MANHOLE Q FLOW DIRECTION�o 1..1 L/1 BFFy S� C, = EXIST. CONTOURS r ///° ��/ o o �. �� �� •Z, \\\\� B /N °8)LF/ �s O = STORM BEEHIVE INLET a 13 = STORM INLET T C = IN TOP ER F CASTING a VT., .._ / p `' a'' � ;.•cy / RCP = REINFORCED CONCRETE PIPE � � ; • Q •S C, � SSP - POLYVINYLCHLORIDE SANITARY SEWER PIPE o M.H. = MANHOLE 1.10 � /ice ���• Rg5 a, I a 'y \_ Boi?O 4YJ \ STIR. = STRUCTURE D.&U.E. = DRAINAGE AND UTILITY EASEMENT QI C 8 h S.S.E. = SANITARY SEWER EASEMENT dSd �� , ,. \ � td � _ \ � \'�l✓ R.D.E. = REGULATED DRAIN EASEMENT o .G n 06— Z dN B.S.L. = BUILDING SETBACK LINE �� 8d m dod 4Zl d0 £L /M 211S 1311(10 d S S� Zi � � -° � �� , c� \ S 6 ST S \ V.W. = VARIABLE WIDTH � � V1 8.96 F US STB / tip �,Op PROP. = PROPOSED N ' �1 � ��• c9. � ' ,' ,, �,c� EXISTING x _ °` � C ! •.• J' �, •. 8> \s9 ME MATCH E TYP.- - TYPICAL a' S3 B /NL 0 B9 I$o Q o SUBSURFACE DRAIN AND SUMP LINE �My GE " �•n .Q, .M, �� l9L W 0 h �� ° \ A .•A \ yr = WATER LINE W C� �o \\ JBj60 R> Oy O�\ m = CONCRETE END SECTION ' `---- ! FP - FLOOD ROUTE H S S9 S/ 0.0 PROPOSED GRADE ., W oS. STM STIR 00 = STORM STU t� #� PROP S RCTURE N0. V �-1 Cb S141P/ T, F SAN STIR #900 = PROP. SANITARY STURCTURE N0. 8 8j \B 90 xs86 \ �< \ ,8' B�,6/ B = EXIST. TREEUNE OI B � S o � 0 = PROPOSED FIRE HYDRANT O z O Z h- a ® >°n• % h° ,/ //%/ d `��c 9? �B. 9> SF �2g 9y = PROPOSED WATER LINE VALVE O 'i PROPOSED PAD GRADE CO S \ , _ Ospy \ B�/S Sy � � M F P G MINIMUM FLOOD PROTECTION GRADE GRAD OF PADS. MINIMUM E FOR ANY Q B�8 �6S '' �� STRUCTURE OPENING (DOOR, WINDOW o \ Q v y a B 9 �• ctj J�o q, �� �,/ y o. 7 �Q�4p \ WELL, OUTSIDE BASEMENT STAIR v p ail 0 ` / 6<y rn o y ACCESS, ETC.)C7 cc z o � CITY OF CARMEL STANDARD BACK E" rA w% J n m o FILL NOTES ¢ z m o w n co / \ ' z 4� ST A'fB STORM SEWERS o c5 0 ¢ w w co 0 F� 1S a c w x x ¢ s n n. o v 6 GT lj Ti F� ra r� ra U ra �D A m SF OB ST TSB' Bedding, Haunching, Initial Backfill �. \ o J /ti�F�/F/0 - B Bedding, haunching and initial backfill for all RCP installations ` FT >-� 0 000 00 0000 CO) shall be B-Borrow for Structure Backfill meeting the material m N A requirements of the INDOT. Bedding shall be placed m the n o W O . 9 r N trench bottom such that after the • pipe is installed to grade and <O D cD(D(D(D CO °0 0 00000000 ` line, there remains a 4-inch minimum depth of material below r,p N ,- N s h - n�fi8 the i e barrel and a minimum of 3-inches below the bell. For < ��������� pipe sizes 66-inches and larger, the minimum depth of material ° �0 r_0000 Coco m an m m co Cf below the pipe barrel shall be 6-inches. Bedding, haunching and initial bockfill shall be compacted in 6-inch maximum lifts to o not less than 95% Standard Proctor Density for the entire depth of the material placed. The bockfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. V 5.0 Haunching shall extend to the springline of the pipe. The limit E V 5.0 of initial backfill shall be 6-inches above the springline. w ° 4.o HORIZONTAL SCALE. E s 4.0 of SCALE.' Minimum trench width shall be the outside diameter of the pipe T C>" 3.0 I„=50' A = C L 5' 2.0 N R C 3.0 Plus 16-inches, o A = 1.0 I L 5' 2.0 °o N o (o o Final Backfill A E 0 0 C E 1.0 �' Final bockfill for all RCP installations under and within 5-feet of w z 3 L A pavement shall be B-Borrow for Structure Backfill meeting the �W= - L 0.0 material requirements of the INDOT and shall be compacted in w z °o¢° 6-inch maximum lifts to not less than 95% Standard Proctor cc ° W�a Uz ° Density for the entire depth of the material placed. The bockfill _ for the top 6-inches of the excavation below the start of the z o Z a-J�i X a aggregate subbase of the pavement shall be No. 53 Stone ¢ ° o m z meeting the material requirements of the INDOT and shall be rn Z z w°W w w w g compacted to not less than 95% Standard Proctor Density. ° W->0-(a a-a- n y o X°�N W N N N- Final Backfill for all RCP installations greater than 5-feet of r„ Wz o zzZza 90 00�_�0000� pavement shall be clean fill material free of rocks larger than > W(n W(n W CO(n(n V)° 6-inches in diameter, frozen lumps of soil, wood or other a 81 ow-W i i E Ei E�E z S4U ---- -- 890 890 ¢WUW Of 890 extraneous material, compacted in 12-inch maximum lifts to --- _ --- 89 not less than 90% Standard Proctor Density for the entire depth ��IIII►111111//����� of the excavation. `\\\x���� GRANULAR �i 885 GRANULAR o ( B CKFILL CITY OF CARMEL STANDARD BACKFIL NOTES• p p p NO. - ---- - - BAC ELI= � p--- --- —��+ - ------- 8U5 Op5 - — WATER AND SEWER UNDER CITY STREETS _ • $$27 • N - - --- 885 o cn --- -- - -- Bedding, Haunching, Initial Backfill 90 STATE OF �<v o + PROPOSED U + Bedding, haunching, initial backfill materials, placement and %��� !IypIgNP.:' compaction for water mains, water service laterals, sanitary �i� FS` o m� II mains and sanitary service laterals shall be in accordance with ���i S�ON14�. QQ W + _Q, -I- V "� GRADE W `n w the standard practice of the utility that has jurisdiction over the IO 111111��� 8V0 �� Z W N � WN � II II �� I I CoJ m II m - o U 880 880 0 w I ��- co o M installation. ' vv UV II II II � . _J 11 1 r 1111► op F-- W J ----- - p a o a (n (n F- --- -- �~ "_ - oo CO to U_ -------.-__- _ -- can 1- ci c'n �cn - - N ----- ____ __ � `n 880 Final Bockfill ~ W W PROPOSED cn + Final backfill for water mains, water service laterals, sanitary 11 ►'; 11 II EXISTING c o a0 0o mains and sanitary service laterals under and within 5-feet of ALLAN H. WEIHE P.E. 8827 F- w U s GRADE GRADE 11 o z pavement shall be B-Borrow for Structure Backfill meeting the c/i E ►STING °� z '�:t, :''. 11 0 material requirements of the INDOT and shall be compacted in 875 •'A'.: _ GRADE ° 875 875 '_ -�` cv o v 6-inch maximum lifts to not less than 95% Standard Proctor + C� �, �n Q Density for the entire depth of the material placed. The backfill - 875 for the top 6-inches of the excavation below the start of the a "= --- — -___ _ _- aggregate subbase of the pavement shall be No. 53 Stone W s�- - meeting the material requirements of the INDOT and shall be (� 11 u7 - - 8” 190 cn w compacted to not less than 95% Standard Proctor Density. If cn W WATER to-0- `� `� °f 15 ' RCP the standard practice of the utility that has jurisdiction over the o 00 00 1.00% installation has a more stringent final backfill requirement, the MAIN more stringent requirement shall govern. 870 25 of 12" RCP © 0.30% Il © ll a �� 59' of 18" R P 0.30 ----- -- �1� ----- _ 870 870 > 0- NN - 00 r�coN�n�r o��— o - — > > r�r� 0000 00 0 o - II ocoocoo 00 rno _ - - - - - _ N r? -- MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS 870 0000 0000 r_� r ) airn = II II o r, > 00 00 0 (D(D r7 � N 0000 0O For installation of Storm Mains, Water Mains, Sanitary Mains, c II II II 11 0000 0 00 > > @) II Water Service Laterals, Sanitary Sewer Laterals under City II II 00 > c II II 865 > >U > > II II o streets, regardless of the jurisdiction of the utility, the minimum S cCK C C > > w 11 > > U c cover from the top of the installed pavement to the top of the w - -- -- U > > 0- > 865 865 00 -- w - installed pipe shall be the pavement section practice of the N - ----- -- --- -- ---tom- -_ - _- N utility that has jurisdiction over the installation has a more r a --- -- _- _ °U 865 stringent cover requirement, the more stringent requirement shall 4- cv N --- — govern. O 0 a O ,_. O 860 N r\ N O -- -- 860 860 ------------- ---=- 8" VC -- ---- — ---- 8" WATER ------ -- 860 ` , ,� INV= 58.49---J MAIN — — ------- --- — - -- — — --- — -- ------- ^�I � I N PVC C M INV=857.32 855 -- -- ---------- 855 855 w p ----- 855 . 850 q N o -- 850 850 850 D w 0 E O a LU 845 3 845 Q w w 845 845 Q O ° 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1 +50 1 +00 0+50 0+00 5+00 4+50 4+00 3+50 W N 3+00 2+50 2+00 1 +50 1 +00 0+50 0+00 ° a °vs oa - %E nc SHEET NO. 0 UwM Z � 0�: � C307 00 wo PROJECT NO. or¢� 10 g 8 7 6 5 W06-0031 3 2 10 9 8 7 6 5 4 3 2 1 ,p 0 U Z0IT 0 0 �0 e1' l� t-: O M M 00 LEGEND O = STORM SEWER Y LINE = SWALE 119. = SANITARY SEWER LINE � U 4 \ / g0��oJO \k�ao 5 QQOLG\., °da Pbo\ °gds p\\� l = SANITARY SEWER MANHOLE 1 = FLOW DIRECTION QQ q 3+0o A., 5 R10' 0 ' gg g0' - / Op,�r��`o� / „ �P�/� = EXIST. CONTOURS Pr +59.98 882.98 0 4 D = STORM BEEHIVE INLET i••� 880. 8 65 r` '� \� ° ado f" y ❑ = STORM INLET lg o 81_Og`' 882• 2?I+9 0' �� i� d'' dad°� /., / / T.C. TOP F CASTING � p•I I `0 7RgN 8 2 $�5 FF ,`4 , 8750 <d crp !y o b 6 8�5 1 •^ y r 6• r°o°a h2 _. INV. = INVERT � b r �6 J< -J s� ;' �bdd�'� °PB�ss�<<a°1 S L5° �5�1F'`\L RCP = REINFORCED CONCRETE PIPE �1 �5� `1�� SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE F� Q r l?•RCP M H MANHOLE _ P\�\ °!, !° scg 11k�� p� STIR. = STRUCTURE W P 2� �. V° � O _. F t�°y dtit,b 6 lY 9o�•g s j g I•O J!'L7/ ..,;.J�/�� b!0?�_ 'o r�''a 9t�ec'<do��x d���x c¢6° �gti o g o�6�5�>9�a��1k s a d!�.o y°��.�,��ojod d ,O w - —D—w&U-- _== UTILITY SN EASEMENT � o 8 E AITARY SEWER R.D.E. = REGULATED DRAIN EASEMENT D SETBACK LINE 5 866 V.W..W. VARIABLE WIDTH 0O a x ►C/ 9 g o = PROPOSED� ti! g16\'6!P1 ti ME = MATCH EXISTING R) TYP. = TYPICAL Nr SUBSURFACE DRAIN AND SUMP LINE yoO�n �� � /o WATER LINE a� �1 °s°l h0, 04Y._ / / �� g 110 d>Ogg /^ _ �9 = CONCRETE END SECTION 9 v o Q 6g.!!2 1/ L cam' 9 mil,. G ai ? :� = FLOOD ROUTE r® .. �2! ox R25 �2 gg 7 g od�sy° i 000.0 J // !• d G! a° Jj I Q = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. � - - - s . �, - ._. Q,. . ,� ^�•xo o, !g g \ Z:1 SAN STR #900 = PROP. SANITARY STURCTURE NO. �+ y \ a 9 P Q Jd d !y \ r�© ~ � �is� s�,�`� ���i�� � �� ....�. •/�G ��^�o `z� `�! o s`�yd � �w � �w� = EXIST. TREELINE � f� 30' D.&U.E. = PROPOSED FIRE HYDRANT � _ PROPOSED WATER LINE VALVE C5 \ �! = 4' �g ���° ?> �. 5.. ox` s! g`6 �s ti 857.3 = PROPOSED PAD GRADE > 4 �\� / / ^ �, �\ g ��o �!. d� \ / - M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE �• / oo gg 4 O/ g �8 Z1 1 0 OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW o ..� dlsrB� Z \ WELL, OUTSIDE BASEMENT STAIR -. 0 1� `g F 0� c�� ACCESS, ETC.) C7 J O 0 w � Q7 _J � � 0 50 0, / �� O. q,� o`O a ^N !i S�9�h - �� c� m C) �w O (D le-- /� .. _... �. z d''�.� ..: ' \ \ ..\...., 66, cQ . \ Ui W cfl Z I Z � � . 1 mom \ II � o cn oo �rn o B15 00 0 °ox o -5;m o0 a o a w r¢4 � i z�w n o w x wE¢ � ra o ra r� c� ca h�- O SAS U °(V4 6 -y1(t� �n 3 -- %3 gyp\ x000000000 ^ J _.: (� .•,x / g h=O � \,\ c0 c0 cD cD co co[D co co c 00 CD w 1—N7 � M N Ln 00 E' NEON NM OOH co�oomaomrnmmrn CITY OF CARMEL STANDARD BACKFILL NOTES: �10J %��1 STORM SEWERS "- / " r / Bedding, Haunching, Initial Backfill u, Bedding, haunching and initial backfill for all RCP installations shall be B-Borrow for V 5.0 V 5.0 V 5.0 Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed t el E }0 HORIZONTAL SCALE.' E 4,0 HORIZONTAL SCALE. E 40 HORIZONTAL SCALE., in the trench bottom such that after the pipe is installed to grade and line, there remains o C> S S —� S a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches R C �" 30 >"=50' R C 30 >"=50 �_ �C R C 30 r=50 below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below T A = T A _ T A = the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted j 2.0 0 o n o j 2.0 0 o o in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire L 5' 2'0 N 0 L 5' o N �, o C L 5 N In depth of the material placed. The backfill shall be brought up evenly on both sides of the w N °" o N A E 1.0 A E 1.0 A E 1.0 pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. o ° z°c� ° L 0.0 L 0.0 L 0.0 The limit of initial backfill shall be 6-inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18-inches. Q o 1„Y 0-Z X w z o => -D omv��2c~J,n Final Backfill Q IL-N�o����o Final backfill for all RCP installations under and within 5-feet of pavement shall be z LCD rmaS R X V) U)V)V)N W B-Borrow for Structure Bockfill meeting the material requirements of the INDOT and shall UJ Z J z Ir Z Z Z z be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for �' c,g o'2922" the entire depth of the material placed. The backfill for the top 6-inches of the excavation w °O�W�a����Z below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting �``J"[kf a-, � 890 890 890 890 895 895 885 885 the material requirements of the INDOT and shall be compacted to not less than 95% 11111111►1//�� ---- — -- — —--- - ---- — ---- —- ---- - - Standard Proctor Density. Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill ���� P.N H. material free of rocks larger than 6-inches in diameter, frozen lum s of soil, wood or ��� 9 P . LG\STF�gF other extraneous material, compacted in 12-inch maximum lifts to not less than 90% o Standard Proctor Density for the entire depth of the excavation. NO. • 8827 • _ 885 885 885 _ 885 890 890 880 880 - -- _-- -- - — d o--- GRANULAR '.• STATE OF ww - - - - ------- — - 'yam� �NDIANP.•'' BACKFILL . S ooh CITY OF CARMEL STANDARD BACKFILL NOTES: %�iFS �ONAI- -}- � WATER AND SEWER UNDER CITY STREETS ',�A��/11111111111��\\\ ElfoJ � CD ¢ � o GRANULA Lo ' PROPOSED C Q PROPO ED � II � QQQ QQ ° ° BACKFILL � a� ppp p Bedding, Haunching, Initial Backfill 880 GRADE 880 880 II o GRADE 8�+0 885 �o BCD 8075 875 875 Bedding, haunching, initial backfill materials, placement and compaction for water mains, EXISTING Ld o — water service laterals, sanitary mains and sanitary service laterals shall be in accordance ------ N o\ — -6 w _-- + - --------- - ry ry ALLAN H. WEIHE P.E. 8827 GRADE M C� cn z "' `�' ° -J PROPO ED `�' PRO OSED with the standard practice of the utility that has jurisdiction over the installation. o _ — :' II o GRADE o ¢° ¢ a RASE oo Final Backfill CD +� ¢ a Q w EXISTING o z Final backfill for water mains, water service laterals, sanitary mains and sanitary service o I o w :•.g :•4'..,' Ld v1 U7) = + co o O laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill O �n II w 0 p p eo GRADE -I- 1= meeting the material requirements of the INDOT and shall be compacted in 6-inch 875 o o� w 875 875 _EXISTING ��;.'� 875 880 EXISTING '° 880 870 � 11 II � � w 870 maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the {I rn - material placed. The backfill for the top 6-inches of the excavation below the start of the u v1 o ° cn GRADE— r�1 GR; DE `.; o �j aggregate subbase of the pavement shall be No. 53 Stone meeting the material Q CONCRETE to cn 1- I- ° z requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor c~n n SAD LE C cn u) w Density. If the standard practice of the utility that has jurisdiction over the installation has ll w a more stringent final backfill requirement, the more stringent requirement shall govern. 870 870 870 °° �- � 870 875 o � 875 865 865 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS W co 00> eo II N 14 Of 12" R P @ 0.30% For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary � rr1 II c-00 II CD > u7 Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum a' @j > > o c cover from the top of the installed pavement to the top of the installed pipe shall be the s✓ ''-8" WATER pavement section practice of the utility that has jurisdiction over the installation has a cc w Q II c0 more stringent cover requirement, the more stringent requirement shall govern. 865 ll 865 865 MAIN 865 870 8' WAT R 870 860 860 8" PVC o INV=86 7.47 O a v 860 860 860 860 865 865 855 855 ~' N m U 855 855 855 855 860 860 850 850 - ` r z d Nn. 3 850 850 850 850 855 855 845 845 n O w E ra W W 845 845 845 845 850 850 840 840 a ''� C-3 O w o ° 0+00 0+50 1 +00 0+00 0+50 1 +00 0+00 0+50 1 +00 1 +50 1 +00 0+50 0+00 M N SHEET NO. �a o %EMC n E v o va o�no 2_1 S U W}m PROJECT N0. z �o °~w� W06-0031 0 r og o� 10 9 8 7 6 5 4 3 2 1 10 9 19 7 6 5 4 3 2 1 LEGEND c = RIGHT-OF-WAY LINE N STORM SEWER LINE %6 cli�'� • SWALE = SANITARY SEWER LINE 00 00 IT j INgS v LL - = SANITADIRECTRY V"EN MANHOLE 000 / /0 p, �g bg g1 �\ { > = EXIST. CONTOURS M M 0 d/d o = STORM BEEHIVE INLET = STORM INLET w T.C. = TOP OF CASTING �O/ INV. = INVERT RCP = REINFORCED CONCRET P SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE ° o M.H. = MANHOLE oo � oo "� dd STR. = STRUCTURE o• \\ o dp D.&U.E. = DRAINAGE AND UTILITY EASEMENT S.S.E. = SANITARY SEWER EASEMENT � a R.D.E. = REGULATED DRAIN EASEMENT WWW a \ B.S.L. = BUILDING SETBACK LINE �Z9 d V.W. = VARIABLE WIDTH 1 $ s �\ g1)� g TON\)g PROP. = PROPOSED (/� D' R jy gAVy o ME = MATCH EXISTING Q ENO d' do d' r ' a � 9/M gW 6 S jg v° TYP. = TYPICAL = SUBSURFACE DRAIN AND SUMP LINE W s x g&/y NOyjbcybNgllgSb W = WATER LINE Pi 00/ ( � = CONCRETE END SECTION s = FLOOD ROUTE N m !�!`_• s �4 O� ., °'� � F \ � � = PROPOSED GRADE m o \ 5TM STIR 700 = PROP. STORM S URCTUR T ENO SAN STIR #900 = PROP. SANITARY STURCTURE NO. W �o Fl8 v h l2i o� ° wvf = EXIST. TREELINE n r ry°� = PROPOSED FIRE HYDRANT H 1 rx,, NN \ ���0 SANITARY SEWER STRUCTURES #904-920 Q 3 ei1 3'n o0 00 _ = PROPOSED WATER LINE VALVE V ARE PART OF THE EAGLEWOOD SANITARY M �r�m��o o 8f, o ,3 =O dSS „8 d0 ,StrZ�� 4sh'c � �,-�s�� 857.3 PROPOSED PAD GRADE SEWER INTERCEPTOR PROJECT TO BE d oy , o M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE ��• OF PADS. MINIMUM GRADE FOR ANY Q INSTALLED BY OTHERS. l _ >�' �yJ STRUCTURE OPENING (DOOR, WINDOW z / p �' WELL, OUTSIDE BASEMENT STAIR / gSS OS //// ' O � ACCESS, ETC.) O NOTES: r, THERE ARE TO BE NO WATER VALVES OR MANHOLES PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. SANITARY SEWER STRUCTURES ARE DESIGNATED AS "WLC", z ri z ? CO INDICATING THE WOODS AT LIONS CREEK AS REQUESTED F °, ::5 Q Q m wo z -1 � m z ° x BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL y M o w / WASTE DISTRICT CONSULTING ENGINEERING FIRM) ° " ° `�' X, w E- 0) ^ a 6 w a W / 'ti r LL q O q q U q �• / / / / I " U 1�8 . � '.. �/ 0 000 00 0000 CA t0 cD(O cD<D c0 c0 cb C 10 ,��, CITY OF CARMEL STANDARD BACKFILL NOTES: 0 0 0 0 0 0 0 o a o o �ci a '� a �:• L ._.. c 6 \\\\\\\\\\ STORM SEWERS w ^^MNm�CDC)-- P �• O --''. I o-o q (or-Coco 0000 rn rn m m V / / F N.--ON NM 00.—.- V �/ vy Bedding, Hounching, Initial Backfill ^CN a �� / _1 °� �� rgrs r Bedding, haunching and initial backfill for all RCP installations shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches W below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below , o U 5.0 the pipe barrel shall be 6-inches. Bedding, haunching and initial Backfill shall be compacted t in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire o a.0 HORIZONTAL SCALE.- depth of the material placed. The backfill shall be brought up evenly on both sides of the T C 1 7"=50 pipe for the full length of the pipe. Hounching shall extend to the springline of the pipe. 4 3.0 The limit of initial backfill shall be 6-inches above the springline. Minimum trench width L 5' 2.0 o N o ° shall be the outside diameter of the pipe plus 18-inches. UJ—Z o v� W i W 8:1 W 0 A E 1.0 Final Backfill o a�Z � o ME N W UQ z U L 0.0 Final backfill for all RCP installations under and within 5-feet of pavement shall be YWZO00� B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall a o: W be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for z �'o o m C°„ the entire depth of the material placed. The backfill for the top 6-inches of the excavation a z�N o af af�o below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting z �o e n N a a a a v_> the material requirements of the INDOT and shall be compacted to not less than 95% o >,U E N�N� Standard Proctor Density. z z z z z z oo o�0000� Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill ``'0``' n``'" " ° w °°w�E-,E,1,E? material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or ¢'•'C0 O 3 W���M 890 other extraneous material, compacted in 12-inch maximum lifts to not less than 90% --- -- _ 890 Standard Proctor Density for the entire depth of the excavation. \\\\����t11►III►II/��/�7/// QO BACKFI L o o - N0. 885 cV UO N CITY OF CARMEL STANDARD BACKFILL NOTES: _ 0 8827 • + � _ ; -- O- -- �� _ __—_ Q - -_ _- 885 WATER AND SEWER UNDER CITY STREETS Z. (� '. STATE OF _ p\ Q� O II II rn Bedding, Hounching, Initial Backfill ss C/1 Q a U U Bedding, haunching, initial backfill materials, placement and compaction for water mains, iii ��NAL ^ < (� .-PRO OSED o water service laterals, sanitary mains and sanitary service laterals shall be in accordance I--1 U GRA E M CD with the standard practice of the utility that has jurisdiction over the insto11 tion. 880 ---- O U a ! c cP cp 880 Final Backfill Final backfill for water mains, water service laterals, sanitary mains and sanitary service ALLAN H. �PEIHE P.E. 8827 O ' -- - — - laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill °' cn v) � maximum the lifts tmaterial not requirements l less rthan 95%f Standard Proctor Density for entire depth of the a material placed. The backfill for the top 6-inches of the excavation below the start of the w 'Q aggregate subbase of the pavement shall be No. 53 Stone meeting the material MM requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor 875 w w EXI TING Density. If the standard practice of the utility that has jurisdiction over the installation has __ _ __ BADE _ 87j a more stringent final backfill requirement, the more stringent requirement shall govern. W — -- - O a 8„-- a .• WATER MAIN MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS e. For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary 870 �-+ �, Q �' ' .4 C NCREI'E Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum `� cover from the top of tha installed pavement to the top of the installed pipe shall be the " S DDLE —��' P - 870 pavement section practice of the utility that has jurisdiction over the installation has a ` 'd• •:a;• - - - — - more stringent cover requirement, the more stringent requirement shall govern. INV.=870. 9 0 �I •Q l Q 865 •. UO�0 --- - -- — 865 BENCHMARK INFORMATION BM: F D.N.R. BM DISK STAMPED "LEE 2 AZI" - N.G.V.D, 1929 SET 860 IN THE TOP OF A CONCRETE POST, LEVEL WITH ROAD IN THE U ` , w 860 SE QUADRANT OF WEST 131ST STREET AND SHELBOURNE `� � --- -- — ROAD. NEAR E/4 CORNER OF SEC. 30-T18N-R3E. o ELEVATION: 917.887 L`I O ��o in f) 855 �� TBM 11 A-a ------ -- _____ 855 R/R SPIKE SET NORTH SIDE OF PWP. APPROX. 60' SOUTH OF Q) � - -- — 131 ST ST. AND NEAR THE SOUTHERLY EXTENSION OF THE v 1 Z > EAST LINE OF NW/4, SEC. 30-T18N-R3E z ELEVATION: 910.30 a M 850 - - _ 850 TBM 2: o CUT SQUARE 10 FEET EAST OF THE END OF THE SOUTH N a w CURB OF DOLAN WAY. ELEVATION = 907.86 IBM 3 = CUT ° w H N SQUARE 1 .0 FEET NORTH OF THE SOUTH ENDOF HE EAST Q W ; � / 845 HEADWALL APPROX. 20 FEET NORTH OF THE SOUTHWEST CORNER OF SURVEYED PARCEL. 845 0+00 0+50 1 +00 1 +50 a Uz 2-}-QQ 2-{-j0 3-�-(�(� ELEVATION: 890.24 � c E ° SHEET NO. o ° °i v N N ar V) .U W M 7 Q o w PROJECT N0. U} o C401 10 g 8 6 5 W06-0031 3 2 1 10 9 8 7 6 5 3 2 1 4\z � n/ /% \ i ?'l2'' vadys99do v LEGEND w O�P�C�OF 0 u w I 00 00 V °00 S. = RIGHT-OF-WAY LINE �� �oP n tiffs/ // 1°'� t ��� l-Z C = = STORM SEWER LINE y• ti Yiy y M M 00 --...— = swALE _-. / 0 2, • O � f ':" ., .,. ... .. -• - _ ._ .. 4i9 � �• '� NOTES: � P. — = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE •: " ._ 0 � ':, ,,, Z �, '� / ,� �, A 1y���1 = FLOW DIRECTION - l� x s 8• THERE ARE TO BE NO WATER VALVES OR MANHOLES �+ J . = EXIST. CONTOURS -- � /� \ \ PLACED IN H � � /�,: LA D H THE PAVEMENT, CURBS OR SIDEWALKS. O = STORM BEEHIVE INLET EM _ ,. " ;' WIT ❑ - STORM INLET € ,� _ ,, P� / �P'J`t' .�. 0 � ;i T.C. = TOP OF CASTING � ,:: ., OQ' � Q� ,�O : ,�-iO JF\'...,.. � 9 > O F ' SANITARY SEWER STRUCTURES 1 INV. = INVERT ' • ��, � ° INDICATING THE WOODS ATLIONS CREEK ASTEREQUES ED A A RCP = REINFORCED CONCRETE PIPE � -_ , �� cP r, uu ins c� �� / s BY CTE ENGINEERS, INC. CLAY TOWNSHIP REGIONAL = POLYVINYLCHLORIDE SANITARY SEWER PIPE :- `' �+' co„ SSP �F �e4,GQ �.8� ,g \ . �sJ� ?� M.H. = MANHOLE WWWWW WASTE DISTRICT CONSULTING ENGINEERING FI OP �� m \s a G RM) STR. = STRUCTURE L w / a !-� O / ��' 0 10 J °o .. \•:. fin. 9� oo°° D.&U.E. = DRAINAGE AND UTILITY EASEMENT 0, A °O•o S.S.E. = SANITARY SEWER EASEMENT / o n �'. o ex W (� O - / R.D.E. = REGULATED DRAIN EASEMENT V J• Q� o u S. \ � P�•1 00 B.S.L. = BUILDING SETBACK LINE ;' • .:" '.:. w - _ / ' u � �' � ll 3 0 o F� O / O zd ca Ors \ S!- zN°o V.W. VARIABLE WIDTH 9� CITY OF CARMEL STANDARD BACKFILL NOTES: PROP. = PROPOSED �� cY�� O S, mac' y oA' W ME = MATCH EXISTING ���a X08 S�•�� 8d �jy �y STORM SEWERS TYP. - TYPICAL /F / max° QeS� / / \ �6> r 1\ 8 10� — - — = SUBSURFACE DRAIN AND SUMP LINE w �`y c° W / Q r� _ °i Q>' "! Bedding, H n s / / \ d ,/ ,a g• au ching, Initial Backfill ►� M ' a `� S. - s Bedding, haun 'n O C/1 — �-- = WATER LINE , sy / //i r�l d �>� g, chi g and initial backfill for all RCP installations shall be B-Borrow for O \\ 00 � ca r, � /,y�, ,� fie''•.. I ���s, � a� ,L J�s Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed N ® = CONCRETE END SECTION cO 0 �? O -Li p in the trench bottom ou �, \�/, // �1 0 \ y� !Si o such that after the pipe is installed to grade and line, there remains ��pp °° Q �. q`q �� O o° bd /�. 0 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches R —� = FLOOD ROUTE C2� / x s - �' • p � / ,, � "^•< , 10 � '' � ds �' �� r pipe saes 66 inches and larger, the minimum depth of material below e . ':. ,.. °' ,.,., .. � ,, 1 ,.,• " s \ �d'9 � below the bell For P x 0. = PROPOSED GRADE the pipe barrel shall be 6-inches. Bedding, hounchin and initial backfill shall be compacted a \\ 9 p in 6 .nch maximum lifts to not less than 95% Standard Proctor Density for the entire STM STR #700 = PROP. STORM STURCTURE NO. r �• �6 / // /, / 1° V s\ s �y ,� depth of the material placed. The backfill shall be brought u even) on both sides of the \ dx r• n• m d a o, Q \ '� \ Yy� \l• — d i 9 P Y �� 7) o p pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. SAN STR #900 = PROP. SANITARY STURCTURE NO. 6c E 1� G� The limit of initial backfill shall be 6-inch �/ / \ e � \ \ es above the springline. Minimum trench width = EXIST. TREELINE bd w1// ,o / \ \� O yO �'Sy shall be the outside diameter of the pipe plus 18-inches. it Q = PROPOSED FIRE HYDRANT > 0' \ �O0 \ s O�3L�� Final Backfill U Final backfill for all RCP installations under and within 5-feet of pavement shall be PROPOSED WATER LINE VALVE J B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall y �> �• be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for 857.3 = PROPOSED PAD GRADE �> > "L a 9 O \� b S e• Y O F-i 6 the entire depth of the material laced. The backfill for the to 6-inches of the excavation com• o ° d� Ors p P P W = MINIMUM FLOOD PROTECTION GRADE ��9 ° ` `1.' oee s\ below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting Z M.F.P,G. r��\ 6' °qX Fes, �P ow�� �%��a / 9 y� p� �j 4� a S ..\ / �� \ - ����b p \ the material requirements of the INDOT and shall be compacted to not less than 95% OF PADS. MINIMUM GRADE FOR ANY �` - o� .0� Nlb �� pi / / �,- \ D y, O ° W / h � Off- sf,\ s9 " ° \ �, Standard Proctor Density. � STRUCTURE OPENING (DOOR, WINDOW 0 \\\ 831VM ,g / f L � �• o � 9 0`�> Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill 0 0' asp /i ' ° \ �' s• 8 �y \ v o 9 P O WELL, OUTSIDE BASEMENT STAIR _ _ o / 4 p \ �j material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or ACCESS, ETC.) "� —;=__ -- / / �5�bo OS / r� 8 Ors\ o� 9 L other extraneous material, compacted in 12-inch maximum lifts to not less than 90% 00 � _ / / �� o� l s Standard Proctor Density for the entire depth of the excavation. LJ g p� ' r , 0 °fat CS�f ld 16 pL8 Q SANITARY SEWER STRUCTURES \�- °° � ft6o' Sl,9f. +o0 5 �. gZ• M . 1 \ �' 00 o Z CITY OF CARMEL STANDARD BACKFILL NOTES o r� A M LO --- 14 D z n �d� z a r J w o #904-920 ARE PART OF THE s� - - s /� J • O >> d b E a ' Or'99+61 °�a o z Z ¢ o w o co s WATER AND SEWER UNDER CITY STREETS W v a oar L�8 „ SSQ ;5� \ W k ��y W w z �� o EAGLEWOOD SANITARY SEWER �o o , �s�;z ,--� 0s N \ .� s Bedding, Hounchin Initial Backfill O o � a W H i n o S• o ,. 9, 9, o 3 00 �,• J `*o B'0� dS2 8; OF Y p0 o ,>. \ \ a Bedding, haunching, initial backfill materials, placement and compaction for water mains, a Q o Q nrz U Q INTERCEPTOR PROJECT TO BE W a X.. �o , til 4., 1� �' �a 3 ��. N C� I �� P P F-°�z z z o0O 6l "' o°°O \O \ „ 00 r �- - h r service laterals, sanitary mains and sanitary service laterals shall be in accordance N m o-_ u n �� ° \ „ with the standard practice of the utility that has jurisdiction over the installation. INSTALLED BY OTHERS. P Y j > > _ - O�Z�Z oho 0000°00000 ,. : 3 �• Sg& � Final Backfill » U O \ s J�• Final backfill for water mains, water service laterals, sanitary mains and sanitary service ap co cD.D.D cD cO cO co co zz C,4 v r Os °J 6� cA / 4V .- P� w rY rY C)0. o cn �. b4 laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill w r N rn M °o \ ��/ ° `p p ��� JQ meeting the material requirements of the INDOT and shall be compacted in 6-inch e N' oNN 00�� vr` Q �r-o�oco o�ocornrnrnrn I c:,� \ O / w c�• �. 96 �k �� maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the ° � material placed. The backfill for the top 6-inches of the excavation below the start of the Q •S��5 �l `o \ '' aggregate subbase of the pavement shall be No. 53 Stone meeting the material w w Q M \ � sso �� �'� requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor -„ N Z„ _ �1 Density. If the standard practice of the utility that has jurisdiction over the installation has a� O amore stringent final backfill requirement, the more stringent requirement shall govern. V 5.0 w I �• ' v o S'� E HORIZONTAL SCALE.' W ?! .: 68 N . W M i N 4.0 a o z MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS U R S 1„=50 �, / °' �, m¢ Cr For installation f T • 3.0 A - co g75 ^ s `' r� Sewer ° ion o Storm Mains, Water Mains Sanitary Mains, Water Service Laterals, Sanitary N = c e Laterals under City streets, regardless of the jurisdiction of the utility, the minimum U I J, 2.0 o N o I C w \ � z 00 o from the top of the installed pavement to the top of the installed pipe shall be the w z 6,�it o �' '.0 _ „ N z pavement section practice of the utility that has jurisdiction over the installation has a m o;�= N A O Q / ,no s' \ +, more stringent cover requirement, the more stringent requirement shall govern. o a o��°, o I _ID UJ Q00M c)US-0V, Z N OOf�� O (�] Z'W W- Z, SaS n-aaa� 0 XU (n GJN NV)N LLJ Z:O=Z ZZZ O' j "� W N W N W V1(n V,(n0 DO O 0000 895 SS W 000!WE. QE,-�..� il,Z co cr,.�WC.00:30:��0'� N ° ---- ------ -- - ---- - - - - - — - -- — --- — -- — GRANULAR � 895 LO -- - BACKFILL + o - - ��`��•``\`�\. G S 4"'..Fjy N r2 a0 'Q� .. F ao N0. = 890 C) ll u • ` 8827 • SANIT Y SEW R STRUCTURES #9 4-920---- - - ---- --- ---- --- --- — ------- - -- — -- -- -- -1---- - -- :±m ----- ---- - — - - — -- 890 STATE OF ARE P T OFT E EAGLE WOOD SANITARY NO . SEWS INTERC PTOR PROJECT TO E ” 11 %sS�oNA� -���``� Cn cn 885 INSTALLED BY OTHERS. _ _ PROPOSED 885 �- - -- -- -- --- - -- - - - - - nE - N — ---- — ALLAN H. WEIHE P.E. 8827 N 0 s J o -' /- EXISTING % CD 880 r- ° . + � r, r` GRADE PVC 1.73 N 00 — - + -— --- - -- - ---- -- -- / ` - + " - - - 203 °f g R— 880 N I I I I I I - -- - — - ----- --- L,-, Cn I PROPOSED z it CONCR E �� LATERAL Z " GRADE ��„ Q ° �? 12" RCP SADDLE �°; 875 0 "� /� ~ INV.=877.33 X00 - II II o - ��, � 5g% .��. 875 o — — - - ------- --- - _ 2- W — a -- -- - ; ; ----- - --- — - o'o `�' II n EXI TING , '' 345' °f s= s z x +06 < � c� ~ - GR DE T 0 870 - Q 00 — Cn Cn - -- — -- — mrn - - -- 870 396' of 8" PVC 0.45% oo ---- 00 135' of 8' PVC @ 0.45 co o� 00� v 1 865 g„ pv� 2 6% �� �� s���LE�E BENCHMARK I FORMATIO O > ------ -- - -- BM: 865 L30" RCP - -- --- --- ---- --- - --- - -- ------ -- --- ----- - z oo c > D.N.R BM DISK STAMPED "LEE 2 AZI" - N.G. . 1929 SET INV.=865.48 0 00� SE QUADRANT OF EOSTC131ST OSSREETVANDWSH BOA RNE THE C O �I aJ 860 M " " ROAD NEAR E/4 C RNER OF SEC. 30-T18N-R E. Qr a 3 � ------ --- __--- - _ 860 z --- -- --- — ----- - ---------- --- > n TBM 1 : 855 o R3 R SPIKE ANDT NEO R THEIDSOOTH R P APPROX.SIO 60'OF 0 a z O ►-� -- --- -- -- - -- - - - ---- ? _ _ EAST LINE OF NW/ SEC. 30-T1 N-R3E w --- --- — O - -- --- - 855 oo��°�� ELEVATION: 910.30 � i E to O n LO TBM 2: ��� CUT 'SQUARE 10 FEET EAST OF THE END OF THE SOUTH 850 ll Il „ - ---- --- - ------ ---- ----------- CURB OF DOLAN WAY. ELEVATION = 907.86 TB # 3 = CUT 850 tD O i L -- --. -_— - _- F W __ > ad o HEADWALL APPROX. 20 FEET NOR H OF THE S UTHWEST Sao > > > �QII -- - 5 0 �v c G CORN R OF SURVE ED PARCEL. SHEET NO. 0 , Ev °� 845 ELEVATION: 890.24 N �.t -J 845 C402 1��,r 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 00 11 +50 12+00 12+50 13+00 13+50 PROJECT N0. -�� o 0 0 y O IL 10 9 7 W06-0031 6 5 4 3 2 1 10 9 8 7 6 5 4 3 2 1 U � 4 O LEGEND 00 mr = RIGHT-OF-WAY LINE O 0 = STORM SEWER LINE M M 00 - - = SWALE s = SANITARY SEWER LINE s 4 w \ I ��\, � • SANITARY _ FLOW -` O� (N N v �- = EXIST. CONTOURS a 00 88B V �S1,r o = STORM BEEHIVE INLET U ❑ = STORM INLET V� 0 p\ frS = TOP OF CASTING F. 2 �o -,�� � o , . 8,.c 88,�� T c _ M. d 85 INV. INVERT RCP = REINFORCED CONCRETE PIPE CI D SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE p / M.H. = MANHOLE a ?' O W I 896 9J STIR. = STRUCTURE 'vj ' / O D.&U.E. = DRAINAGE AND UTILITY EASEMENT 13 3 0 . = SANITARY SEWER EASEMENT S.S.E. IT'S R.D.E. = REGULATED DRAIN EASEMENT ►� 0 noa '` s>, r / a 2i°' ?' 2i°'.��'` ^°' �• i \ \ 9l ' - 8 ` .: SSO 9/i3yS B.S.L. = BUILDING SETBACK LINE 20' D.&U.E. 9 = VARIABLE WIDTH O BS \ 89S PROP. - PROPOSED cao a ME = MATCH EXISTING a rn Via°' ' _ , •\ o ' a• S`: 8 TYP. = TYPICAL $� = SUBSURFACE DRAIN AND SUMP LINE Ay g O C/1 U / <v9 r FjR w = WATER LINE eq F p ° 883.3 :, 20' D.&U.E� �' ��°1° 9 �• / �q,O 2Sx�gBO q� 1,�• -r � 8g4�x�2� M ya�q Vq�V �q Na �` Q 6 Rq O �� y0 Off• ® = r, SECTION // / 8° WATER MAIN ;�s HYDRANT gad 3 / O �S / F _ a�. P� �• f� o / 6 a 8" WATER MAIN 89 ° 65 q�jrFR T sw°, ��Q -� - FLOOD ROUTE x ►-a MARKER / D O 9 - S - T 2 3.8 � Q`� f S O�/ --- • �� = 000.0 = PROPOSED GRADE �! �l r, �1 STM STR 00 = 1+ 4.99 w m _ -- ,��9� ,0� O - - -- z2+00 S , 'a•. - ,.,.. :, �c` 8 4. 8 25 893.6 g5' � 1p• ,•.`bQO��� #7 PROP STORM STURCTURE NO W 1y G 0 3.3 0 0 885.36 23+0o Pr, 2s+as:rs "�� `� O o� /"�o // \g l r 642'2 E° 2� oo II 8� 0 QO 8gA G5 FF ygTFR SAN STIR #900 = PROP. SANITARY STURCTURE N0. W co 882.56 +aas m S 25'42'�6' / �� �� 0 n 8 0+o0 66.00' --- - 5 PRNATE �- � ^0 91 Sy w v� = EXIST. TREELINE PT 6+1'.96 Cl) r*i \ T V 3 0 201.51'_ _�._ R 8 4.04 7NF � rT, 893.8 STREETS F jam 85.60 88fi.36 �o - - Pc zs+ ass - / B = PROPOSED FIRE HYDRANT ' -- - \ / S2 I� 5 L.S.E. �F = PROPOSED WATER LINE VALVE C7 • � x� 4 883.5 ....., -,.,_ � '\ � ! � R�� .� 91.3 232 0 "'' � FtiC � '�-•� �Q, �0. p F 8 SSP Q 3.00 118' OF 8" SSP 0. 5% / = PROPOSED PAD GRADE ' 857.3 25' D.&J / �4 a 0^���� crcr 894.3 20' D.&U.E.',, u�o i' / 6 T NFcCSylT h G9 Q' o �� , a. z*ur FO hic M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE �e o a a *6, g R F k Si / O ^ �� 0 S L• �, / o• c M o OF PADS. MINIMUM GRADE FOR ANY Q o �1_ 40 °, �' y1 1 �\� SqN 40' B.S.L. OFSS ERpF E?vq� // w/ v �h TO s>� �q Ncy K / STRUCTURE OPENING (DOOR, WINDOW ti• Q S NF •-+ / +Q �® 7N 0 g2p0 ��ps28 894.0 897.0 T�&STS ��s / / WELL, OUTSIDE BASEMENT STAIR 7NVV Ur i 'as ACCESS. ETC. ' tii / V \8� ) 7Na9jy�Op(W)S) e86�6 / J / 0� 9 oa- ryr� b a o S / w / f � � NOTES: � THERE ARE TO BE NO WATER VALVES OR MANHOLES °z o .. A _ - PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. H ° a Q i o Q M 8 0 ��889.0 b z M� ? o w ,Q , o � � o v) a w e f. f / a o w a x r o r M.F, �, moo` �o SANITARY SEWER STRUCTURES ARE DESIGNATED AS WLC , 0., Q o Q M.FP.G. 881.7 M ' / PG. 8886 /� / M.F.P,G. 888.6 \ / / � INDICATING THE WOODS AT LIONS CREEK AS REQUESTED �/ BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL ro000000000 . � o � - W AS T E DISTRIC T CONSULTING ENGINEERING FIRM)d, ^ Q� 0_0 0 0 0 0 0 0 0 0 t O• CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP installations shall be B-Borrow for V 5.0 jT 5.0 Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed < s E'S 4.o HORIZONTAL SCALE.- E 4.0 HORIZONTAL SCALE' in the trench bottom such that after the pipe is installed to grade and line, there remains o S a 4-inch minimum depth of material below the pipe barrel and a minimum of 3-inches J > T C 1" 3.0 -50 T C �" 30 �'=50 below the bell. For pipe sizes 66-inches and larger, the minimum depth of material below 0 M the pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted W Ld Qo o w z U 3 ¢ I L 5' 2.0 0° N 0o I I ,�, 2.0 °o N °, h °o in 6-inch maximum lifts to not less than 95% Standard Proctor Density for the entire ua a W y�; C i 0 C T 0 depth of the material placed. The backfill shall be brought up evenly on both sides of the w z °o o N LE E pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. 0 U ° 0.0 L 0.0 The limit of initial backfill shall be 6-inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18-inches. Q ° v Q_w 7 J Z J ¢ pUa]�NU U=u N Final Backfill d zz0w°wwww, Final backfill for all RCP installations under and within 5-feet of pavement shall be z 0 a-=>>o-a-a_D_"T7 X V)W(/) W B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall O w z�z�z z Vl z N z V)a: be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Density for Ln o o;� o OOO w > wNwN�,,�NNV)S2 the entire depth of the material placed. The backfill for the top 6-inches of the excavation w o 0 W ZE a Z cr U below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting ` "cl�3 900 900 900 __J 900 the material requirements of the INDOT and shall be compacted to not less than 95% \���ttllllllll 00--- - - - - -- - - ----- - --- -- --- -- - -- - � Standard Proctor Density. N + Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill � 2- material free of rocks larger than 6-inches in diameter, frozen lumps of soil, wood or ��� ��•.- "'�$T F� �i� 0 other extraneous material, compacted in 12-inch maximum lifts to not less than 90% 0 h p r 0 II I Standard Proctor Density for the entire depth of the excavation. NO. 895 � L N 0 r- 895 895 + � CD PROPOSED � 895 = • s827 • -- ---J --- ----- -IT tt--- - - --- -- --- - o o -- --- -- - --- - _ - -- STATE OF `��CD Do CD < Q + 0-) z L II CITY OF CARMEL STANDARD BACKFILL NOTES: �����iiF'SSI-N L oo � r) 0000 PROPOSED cn n II can cn �, ��7j�iiinnnl�������� WATER AND SEWER UNDER CITY STREETS + II Ij GRADE _ - `- - W V) EXISTING Bedding, Hounching, Initial Backfill 890 � � z ° _ - 890 890 GRA E 890 Bedding, haunching, initial backfill materials, placement and compaction for water mains, - - - - - -- - - --- I -- - - - --- - --- - -- - - water service laterals, sanitary mains and sanitary service laterals shall be in accordance ALLAN H. SPEIHE P.E. 8827 Z II II with the standard practice of the utility that has jurisdiction over the installation. Q ° 6 � � � � � Final Backfill 15" RCP Final backfill for water mains, water service laterals, sanitary mains and sanitary service EXISTING WAFER INV.=888.67 laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill 885 �� GRADE ( 885 885 LATERAL meeting the material requirements of the INDOT and shall be compacted in 6-inch I I 885 maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the - - - - ---- ---- - --- - --- -- -- material placed. The backfill for the top 6-inches of the excavation below the start of the 00 aggregate subbase of the pavement shall be No. 53 Stone meeting the material -_ Il requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor CONCRETE I I PAC © Density. If the standard practice of the utility that has jurisdiction over the installation has SADDLE g � a more stringent final backfill requirement, the more stringent requirement shall govern. {�,k 18" RCP ( � Q p p Q 232 > L-.�I' 880 INV.=880.71 R� t 880 880 880 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS INV.=881 .1 - T For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary K Sewer Laterals under City treets, regardless of the jurisdiction of the utility, the minimum °n0 1 18' of 8" PV @ 0.45% I ( y 9 j y r- 1 7' of 8 PVC @ cover from the top of the installed pavement to the top of the installed pipe shall be the o „ r` 0.45% 000 000 pavement section practice of the utility that has jurisdiction over the installation has a 00 COCDM 223' of 8" PVC Q 3 CD 00 more stringent cover requirement, the more stringent requirement shall govern. a� a)00r` 0.45% 000 ^cpo� .� III ' °° 875 Co��� 875 875 875 00 00 00 \-12" RCP II II II - - -- - --000000 > INV.=87 .92 -- - � a> (D a) II II II a> a) 0 > > > -ate++-✓ > > > E. BENCHMARK INFORMATION 870 ------ - - - -- - z 870 s7o _- -- - - - - - - --- - s7o BM: z w D.N.R. BM DISK STAMPED "LEE 2 AZI" - N.G.V.D. 1929 SET ►" a IN THE TOP OF A CONCRETE POST, LEVEL WITH ROAD IN THE L SE QUADRANT OF WEST 131ST STREET AND SHELBOURNE ROAD. NEAR E/4 CORNER OF SEC. 30-T18N-R3E. a 865 865 865 865 ELEVATION: 917.887 z -- -- - - ------ ---------- - ----- -- -- - -- ---- - - - - - - - � � TBM 1 : q a r R/R SPIKE SET NORTH SIDE OF PWP. APPROX. 60' SOUTH OF O a 3 131ST ST. AND NEAR THE SOUTHERLY EXTENSION OF THE z -- -- -- - -- -- ---- -- - `� 3 860 860 860 860 EAST LINE OF NW/4, SEC. 30-T18N-R3E ELEVATION: 910.30 a Q, o. H TBM 2: N CUT SQUARE 10 FEET EAST OF THE END OF THE SOUTH a Z ti CURB OF DOLAN WAY. ELEVATION = 907.86 TBM # 3 = CUT a 855 855 855 855 c W 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1 +50 1 +00 0+50 O+OO O+OO 0+50 +OO +50 Z+OO 2+50 SQUARE 1 .0 FEET NORTH OF THE SOUTH ENDOF THE EAST q o o HEADWALL APPROX. 20 FEET NORTH OF THE SOUTHWEST SHEET N0. Sa- CORNER OF SURVEYED PARCEL. l 0 E w ELEVATION: 890.24 o(n O A_1 =Uwm C403 Z O� ¢ PROJECT U} O og oa W06-00 10 9 8 7 6 5 1 4 1 3 1 2 1 1 � - - I __ - I­ - - - -­ �--- I­ ----I _ ____­ _______, ___ _____ - -11 ­_­__ -,_ , - ­--l".._1­____­__ - 10 1 9 � 8 � 7 � 6 � 5 � 4 � 3 � 2 � I ..-1-1---.---- � - I � - I I I . I I �0�1-1 ,, 1, I .. - I 11 I . -1 I - I 11 � . . I . . � V-4 �0 00 rA : � �� I I I.. � .1 I . . I I z�\ I I ,. I � � r-TEMPORARY I0'XI0'X3, 1 �w 'X I O'X3, , "14 IT E-4 I I I 11 " I . � TEMPORARY 1, ' I�'' , EDIMUff TRAP IMRSION � I ROC:!C:,ECK DAMI HYDRANT � *+ 6 / ' �0 0 U �, �� I I __ , I . - .(� _ I .I TEMPORARY 10 I , * in , - � I- ��Ij �,,. 11 1 .� " , I ROCK CNECK,DAM/ 11 p4POWY � I , �� TE14PORARY I FIRE LI: - ,0 i 857.8 ME 01�";, 0 TEMPORARY SEDIMENT TRAP , W/6- GATE VALVE . . � %O I I I- I SWALEIBERM-\ I ��, _____7, . .,I - - _ ' PILLWAY %4 cli C-i I - I I I - I I -�_ � I 'Im� , ,�� SWALEIBERM E . .Z� I 1 880.2 ME . .� -___N1_ IT 4T 4n , - 1 483.54' I,- � I I _T -- _qm� � � - = � � � � ---- � � > _ � � - - -- .+. . � _/ , 00 00 IT I .1 �� I � I 1, I 1 . , �. . . � � " , - ,, ___�.(/ ow I L -11 1 871.3 ME N.89'43'1 1­W.� 1 4 72.2 R' DIVERSION ' �0�� '/ � n � qr 1411�st J�eet I.. � � - - I I � I I - ,, � I 1 875.7 ME NALEIBERM I c,\' ;\�o� DIVERSION,-, ,,­E � . r - - . '�`, - � � -1 I 1 882.4 ME I : . S I I 1 875.1 ME, I _ _ _._. 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'i, _11 -0 0, � . ., R. ,'� 886.5 M / / r ,, I � -1 INV IN=864.5 �P. � ,\,, �1 DO NOT VOIN Rt&qXS � \ 5 -, Z7, 1, I � �% TO REMAIN , �� C 11, I I / � 11/1 \� - - - : , I 1� 1: � � -I � � . - I I _� __�/ M -1 % .�. � - I - - I . I X Of 11 r� � /V . . -. - I I ---' � �. I 'C�" V. h4TTe . _� 1 1__4_ "�?, , , ,I --I, IL:� . . " �! 1' , ,1, 8 "I ',�,� , � � �, ,Z� ,t� _Z&'�-_ . . ; � / . L ��\41, � � U) I - "�� - 867.9 �� . . , k I /// � , ,, I H"* I � 1 149417 S.F. :� I . . . r , F � �,�� . I � . � " I �4EMPOkw . ____ � � F-1 .� . ,� lw) C) ,: . . � 1430 AC. I - *- , -, '� - ,, I I MM h . 0:� I ;r" (�'. _V,_r_ , Z�l ,�� I(;= - �V;� 1\� ,��­1� � , V V) I e� "L'� �: I .'=E 1� ,�,� Q "d� -1_\ 1, A�CK,C . I � F� , V/ 'IV , � , . - . .1 . I . ,_� - I 1;�,., ,� W , R- 0 \ 1 ,,�O��3_ - � 1; 1� � - I I . � * � ,I E 0 If-I �� � , o,/4�' 1� .� I I ,�,�\ -Cr I I � , , '-, -5ii Cr I � \1 1 ( M ", "i��f CD� ILI ,ze: I � I 1), I., � 1�� ? I - - -fl- . 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I I ,,� - L I I , , , ___ .Q I CD 2222" ' . 1 1, " I ,- \ , \ - I . , L �, ST 74� . t�E>- :�� "" I I.r.. ,�', 11 �p IL91 . r I I I - - I \ � ,� i5l ; . * ,rL' ., - - > W(nw C'� - .� - - . , 11% . , - I el g� < I � -� -, SIJOILS MAP �LQ LLI S�2 D LQ In 5 1� . . .,, I /� ,,� . C�� W nc:)� di cl - I . I \� I� , .-�E i�l I EJ -"+I " I SSP -\ I . - 11. C� , r, ., I ", � I ., R1110E / " "y , -9 X In 0�:1.I EJ I . � ,I , I � E - . 11 %� I- I I � r *1b:1 -�, I 1�� . , . - �, . , r i �,--�, . �� W4H ANNA GUARD / .� � !9 1 11 _ , ", . � � P I > 1 I 11! I - . - C, I - I I I I-, 1, I I �'. .. ,:/ � ,� SEE-DETAft - FLN HU�,U 01,IAJLb Dq . . - `� ,�:1 .1 /'--I 0 0`�- SOELS TYPELEGEND ��%J%111 IN fill/// STM STIR 4769 1 ; - - 1. !� , I I I � /- �; I . II 60 , . . 6 - �',L.' '. . I .� I � - �. C ....... , �I . . ., I I L " . , L', � I �1, . . � I I - . r . .111 I . . I � �1� ��, < 11 I . I 11-- ., , ,� . . . . I � . S2 . � . . � n I 1, .. - -. \" . . - LL TC=867.40 � �n I t , I , � " I Is , 1* .'. , � - , BEEHIVE INLET �� , I JNV OVT=13615��9 , , � , � ,� q 11 �p INY,11\1=8�6.79� � - , � ., * I ,� .(z . *, �4 , / '. . 4 ) � ." , 0-:K � INV=865.24 I � �Z� I X 11� - 168 Br: BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE �\\\` 1,04 ". W "// 10 . . _1 �� , :,��, * , . Inly . I'll __11 I - Nz� 'S,�e ...-�S ---. -./ -z . 11 I I 1��<_" : I � � , . , I , , _' � . I I 1, . . . TG-87"O . ,BE REMO �&_ � r ,�, .11 ". : I - .K . I'� � � � , � . _�, , 1 4_� I . SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTEMIAL,AND MODERATE I . � . . 8663 1 L 114ECK L- I 9��", -1.6 - � , - � I I I . ',�, L 40�364 S.F - ME k z i' I I , ­,, I . '. .- .- L I . I .� - 8. �u � � � . I . - I / � I . 0. 8 At. * �, ,�" _ - I 'V1 - ­C4�11_.-<tN -�. , I " , , , , - 'I;0 - P MEABILITY. THIS SOIL RAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITE NEED TO BE ARTIFICIALLY DRAINED AND � 1:� ...."14W . -0 . ��-I - � � "� .1 - �. ." A ,. �_41_111_- - I STM,.5TR #.7D8 , I . I . L�, �,I`1`1 , �. " ,-, . . . ^ . I I . " -.1. . � , , 0 - PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL I ..z ., .* - - I �. , " ",.f � � i � I �. ." . " r , .�1. , 1�.LID MAN ) � , � `v-f- - - , .� 'L . lz� 11 USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND - : NO. i . I �, �, _:�, ; 4 2 . � 1 ,4- 1 q?�v - - 884.54 " 0 = R ,;-1;'1­ �, - -� 114' OF 12" RCP I . . T : �Q] . -,� ,� r 11 ,,, 7 , D, ` L ��. �, , V I � SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE = 0 8827 � e = _ . - , I . - 11 11 . �. .----�_. :!: - I I . 1�11' �21 � � SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE ME MATERIAL FOR ROADS AND STREETS SHOULD BE - *. : - . �� 7;r�'. . . . . I/ � -- z . I . I . . . . . ,."11 I , 11 . I REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL 7r- -0 '... - / a.- - - Jo7 _i - ,�- . � + 64 11 "I` 11 �, :, , ,,,- I, `�:, BERM , `�_�, -- , , i , . i�'.1�.,t�:,.1. I I 0%0. , ��_ I INV MUT-8t6.2 7 ;4_1 . 7114POftARY866 - ,- . ­.. .1 �� . I I . 77-� __ y - - 711� '.. , T � 3-,U S.F� , MRSON / I � ,I--- - , .-. . . .\, 871.3 ME _--� . � . . . � �, . ,'� I. ;� S M � .: �-, -���6,> 1 - � . . . � -::� 10- ... .1 W I � I . . . I � 44, , , , .1 M . . . . . . . . . . . . , � 10- I � I � . :, U y - I 1 14, � 1 �9 , . - U, , , � P UIE ... . I .,� . . I . 4 " V11 , ,� . �3 � � � CrA: CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SON IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT . ' ' 251 1�,`� 19 : � I 0. _� S, � '1� � , ", , L�1/ ,17 I I I il!�� . L P -,-, -,e) '­!!y0IAt%P*-` _\F' ,Z;' -,�7 ,� "' " Ll- - V . I ,N, ,&, 'Ic, I ,.,�)'�� - -7z,-.-.� 'k + � I I � I , ,�t,� , " - , ... - , N I - ­-, STI� I - � � \ <�,. ,s�+ , , -� � , , - ! ",�� .,�1 i, I _�, / . I I IS DEEP AND SOMEWHAT POORLY DRAJNED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND 1Z %P,y VL%J1 �\ _. ., ,� =77L!;��D- ,-/AIWI�C-V=-805T. � �L V lz! I MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN ­/////,;VNAL '\,\\\\\'. � � . - . . . . . � . , , e." , . ,. � . . - -I- _� �/ I �, 9 ,0-, , SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL -�% * � - 1� -:-.,,. ,�, '. " vel'�" : - OMMON- 11 \\ � -a\�\, . �,,,��,�� . I I. tii, . . .,m._�3 . 864-90 - I �. 'ZI 15�* - I I 6e . I , ;q / . � VER EL AFFECT -1 0� . . ; . . I I POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT AD S Y THE - "'zi ,q�� .. !k�" * , , I ?, , 0 ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL * . . \�` 09 :� , - . -. � . I ­. _� �. . , �I . � � I . � \ � - I . I . . I. . . . %0 I . I.k ;_ ., .,. �. - I I I - - �� -ARLEA-Q FROST ACTION, AND SLOW PERMEABIM. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES.THE SITES NEED TO , �\ .�'Isf. 1� . I :, , - � I � . =E . . . * \ 11- '. ., �+ - � - . " � � , . I I ) , 11 I � 1�, . � . G MMND �� * I BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH '�` ..- - - 0 , , , I . �. , � 1 87114 - I J, I I . -I , . � � 0� % � - . . . . - � . � . I . I AS��. TO BE RN I - 03 6 - T . . -� - I � . //-(�� ,� I I I . . ,.... . . ,*.� ,; I BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO - - � � - . . ., � � � 11 4 1 . + . . I I � I I I /. � I I . � I * 'k -� PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELUING OF THE SOIL THIS SOIL HAS SEVERE AU,AN H. WEIHE P.E. 8827 SHOM-U US 11 EN JS � �\, * I I I LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED . ... . . � . � � I I- V I . ­- I I I. . TC=87100 . ... \. .k .,,- \ .- "I . I - . ._ . I q, , , 1.1 I I uq_n�- - % - +"--- .N\7 , � , -0 1, � .. I � WITH SUITABLE MATERIAL . I I I . I . �,\,-\,- - 11P - � . I I 1. . . ,� �'q, � 7MPOVRY I;X I 0,0, . � -11, I I � .", 871.5 ME � " � I � ..V I W OUT=863.10 Fz__ .,, I. qOCK H OST CONSTRUCTION 01 �, 0. I ­ 1:.�I- - 11 _�, . . . � . I- � ,���_ - It - I . I . � � " .',,(-'. . . . -VEGETATIVE 3 VA.. � \ �� 1! I � *1 41 �i I . I I " "If- - . ", S ", f ... �� BMP I . . .1 - MmB2: MIAMI SILT LOAM, 2-6 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS . � � Z�l - I I . - ,I . , 1 .2 - I , Z, I . 0 .IV7. I - - - � I - * . I I ,O , , , . ,.. I �' � , 11 SWALE(USE NATIVE ','4 ..,,�J I / / .1 1. T04PORARY . . ". . . I � . ��-� I - : DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A ; \_ * �� * . �, 11 ., - , NAS5E5) . DIVERSION �1. . I � L . 1,"*, . . . � � * . � a 11, I �, L - . I 11�. . ,, . _;� - . 01 __ r6: ��_ .*10*- � I �, � � " � .,,, . , � . . .- �� 1�lro� sl� I I 1�1 I / / SWALEIBERM I � � MEDIUM ORGANIC MATTER CONTENT, IT HAS COMPACT TILL STARTING 9 A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL - - , � , I �, . . . FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE I I . I . I . 389,32 S�F. � � , _-W . * . .1. - � . . - -� '. " � . . . q I .. I, i I I I, I I I I r,I � SEE DEFA I.11 X � ,:". . I �� . ,*, P . , ., ri- P= , . I P Ir - I I � � �� I.14. � A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND - I . I � SAN STIR &1_6 � - � . . . "� 1� O' . I I - - . SWELLING,AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. BECAUSE OF THESE LIMITATIONS THIS -IN � > - \ I -TC=b t/.uu� I , - � 0 , ,I -L - �, I -10=_ // � 00 YEAR FLOODWAY � - . SHRINK-SWELL POTENTIAL, MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS . , � ,0.89 LAC., .' ' r , I ,��\ * , � [ INV=864.9 - \ \ _? . . -2u ,* I - A -AWLE181IRM � �.&tn - ­ . ,I—I I 1 10'XIO,X3, �, ., : R ARC DUN Nl�, , X > \ . I I F I � I INV OUT*8159,01 \ �,_ .��,tij..,. , I + �, � 41 I ,� �, 'VIE , �,I, I.I,,,- � I 11 .1, � - I .. SITE WILL BE CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED L. �, , * 4INV IIN=86H 1 -,- 1� 441 66,S.F� � ., � '91STING TREES) . � 11 I ,� I ROCK CHECK DAMI � � TO INCLUDE FOUNDATION DRAIN TILES AS TO HELP PREVENT STRUC11JRAL DAMAGE FROM SHRINKING AND SWEWNG AND LOW I , "4t�.X� . .,. ., 1.0�4 AC,' , �, � I . I 11 SEDIMENT TRAP I I . STRENGTH. U ...... , 1pol�l - , I �, I , � : I U I .1.11 ," I . + � 1�1 . " 4�� 0), ,,-\N,��O, -_- I . I t I I � ,/�/,�, .. �41 � A 11 . . I I .4 1 - . � � q/1 11 1'1�1, - - I _� I I I I ­- 1� 1� I . .r ,� : I . �� , L' I I .. I � �, I ." � , � � . . ,� , . I//`- ,�v-I-, I � ,4 . I 10 I I ?�. - - �,�.. . I ,�� � ,� '872.6�ME "', , i I . �. \0,"\. . <11 , - . � . I - U < I I li,- �� MmC2: MIAMI SILT LOAM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL IS ON KNOBS AND BREAKS \��i , . , . . . 1� * 0 1 . I . - � - , ,0(),; , 873.5 ME ALONG STREAMS AND DRAJINAGEWAYS ON UPLANDS. PERMEABILITY IS MODERATE IN TI­IE SUBSOIL AND MODERATELY SLOW IN THE ,t� "I ­` 1; 11 ,�'C , , -� . , -1 - *1 !�,.''t . , , P , L:'�, . 4,�,� I � � , � �i ._q-C.,)_ " - 1, . . - I . 14 . 1�191\_ i"I . 11�� 4� kl ,� ;,:. .-�. I I SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. SURFACE RUNOFF IS MEDIUM. THIS SOIL IS I , � � � 1�� I . .1.-.Z�b , , - . I . . �',, I I �,,� _; � � -- �� - 9, - � . I I I I� I - �, I��,_ I- I � I 11. .� I I , I ..� . .1 11 I 1 879.3 � SUITABLE FOR URBAN DEVELOPMENT.THE MAIN SOLD FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THE SOIL ARE : , T. :1 � ".,\) . .­, .. , - . . ,, ! *' . V.f � I "" " - TEMPOAARY f0'X1O'X3' '' � ,, . � I I ; MODERTAE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTWRAL, AND MODERATELY SLOW PERMIEABILITY, THE HAZARD ',�� � �; 1 I, I" ;, ., I , I�� , , 1\� , t Z��, 0 / / _. ?. I I . I L . ,, 1 I \ �\ , 14, � , . , - - 1�11:4 : . 7 - _W- _� � . . ,\1P 0 11 . . " .1 I 1. � I -1 I - � , I OF EROSION 15 SEVERE DURING CONSTRUCTION. THIS SOILS HAS MODERATE LIMITATIONS FOR BUILDING SITES. USING PROPERLY I .� . . .* , � * 1, * DST CONSTRUCTION I . . . I I j ,�, �11 � . I . . ��. 1% I � - - � ROCK'161I ` � I . I I /' . . . . . . I : JTON DRAI TILE HELP TO REMOVE EXCESS � , " 16-D\w ,: " - . .�;I � . . I �1_ \.)' . I 11 �F- J� ,,.� � ____ DESIGNED FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDA N �r4 V , . * I I ix �, ". I I . . M!, .J I " VEGETATIVE I I . ,,,�,.n�,p. �, �, , � 4�1 , !9' I" � . � . . . ; ,: ! ,: , I ,11, � I- e .1 . 1p_ �: . - - I V I ., I ,I -1�, BLO 1_� . --- WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL THIS SOIL � I I I N HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS.THE BASE MATERIAL FOR LOCAL ROADS AND STREETS NEEDS TO BE 1, � I ,-1, .1 I � * � ,�, .%"Sl �0_ .1. �11� * I I 1,� I , - � 4i I " ; .1 .1 �-,,�_-- --.,� - - .�,� ---�, ,�a-.,?;� . P 1, . , ­ I . . . � - , , �'.k* I., 11 )00 L ­ " CK ' Q4 ,"i -�; .� . . I� GRASSES .1 . �. ',-_\ -,,- ,.1 , I �� �, , .1 I i� " ' .11 `\, 1 . 1� 1/1 � 11, . -,,�', - *1'�, �, . ��, ,� � - ,�. -. .� . 16 11�<11\ / A - - I - I I � STRENGTHENED WITH SUITABLE MATERIAL ROADS AND STREETS SHOULD BE CONSTRUCTD ON THE CONTOUR OF SLOPES. Z. I , , - I . �, '. " I ,, , , I � I � I � _.� , !I, . . - � ;, . ""I I '� . . , * , I IS vl . � , -,,(Y � � � tM7 _61 S.F. QJ ,, , , I , . .�� ,;� . � � 21 � 1 I � . . T, . I 11 11 11, - � ts 11 .1 . , ,�� , " 1�t�_�,:`, 1, S'. 11 Sh: SHOALS SILT LOAM. - PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE -�, 'i Q, . . . I , SXR�w M�I� I '­­-, , '* .'' �. � � -1. P -11 . - I - , � , /:/ . � -_ i - i� . 1��, \ �� , � . "-&-X " 11 � I ,��, ", �", . �. I I . . � ,, 11�1 .,I 11 . ,A .1/4 AC. e - �L , I \ ,�,�,� I . T , , , . I � 1�_, ��-"' . 11, , X, / 1) 'N' .JPF ,,--I-- 8/1�_y M11 . "--""'fEMPOR ,:, SURFACE LAYER IS MODERATE THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING.THIS .2 , .3'>�'- 't - (yl�_ :i � - PON I . I .� � I '. "'�f J , , . . I , � . � ,,� SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING .9 � � � ,37M S.i. - .,, �, .1, ,; A � V.W. D&UE - �. I � . . - '" �,-,,--,-, ; :� . 11R ,\ I TI TH S SO i . . . � U.856,AC. . .1', . I - I ,�'. Z� � 1� � � ), 1� - I USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST AC ON. I IL IS ALSO SUBJECT TO � I � � � "\R,�� Sm 1 . I , I I ;. 11_� � I � ,/ ,. I � L FREQUENT FLOODING. THIS SOIL HAS SEVERE UMfTATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND :Z: . �_S_ . . I . . . 11 I � �,. -';,� -: 9 1 �I C/) , ��I '� qORMAL POOL , . . . . . , I 0 = . . � _�; . ; * 1� 0 1� `Illll� . � 8& � i ,-;��9 11 1� 3 1 + , ,, .� . I I I I , 'k, O�Rl& �. FLOODING. . � i I, C,l, 2 YR. FLOOD . . 1, , I I . i , "I -' � - I I ;; f� � I In . ,( - . . \� k_1 r,�� I . �� , 11 - . i ­,k - � - . _". ,,e,�, -2,5' "� 'I ' ' ,4, ,-4 �, �� . -4- FLOOD . - - . . . - Vk . .I . -PO, �,-_+ I , . . FLOO . = tSbOAK) I �� , , * - * . '.Z�� " '52 �.F I 'I , I � I I I 1. ­ , �01V.Uu �I I -I I MrnD2: MIAMI SILT LOAM, 12 TO 18 PERCENT SLOPES, ERODED. -THIS SOIL IS POORLY SUITED FOR URBAN DDaOPMENT. THE MAIN . I . I - - �!��,��:,J�,,� ,i . , � I - -n , M ERATE ,�( A) 1, , ,- 16�;I�VIV'. SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES ARE MODERATE POTENTIAL FROST AC ON OD .9 ; ... 0 1- �­ _.�11 �,. I (UJC I -SWELL POTEMIAL, AND MODERATELY SLOW PERMEABILITY. THE HAZARD OF EROSION IS SEVERE DURING CONSTRUCI`ION. Q�) C� 9; � �. M ELIEV '�� ,O.� I - c I � . I % � W ELEV. = 871.00 , I .^.*..".�.'�\, I I I L , 11�1 / � BaL , -Ho , � . . � , . ,� �ft � I li . I _1.� . = 856.90 1 . � . I I � . . . . . . � . i 1\'�� , i I � I - � C I SHRINK I , �.�, -,� r, 1 5 li I i I " . �t 1. . . . �A. ,P �� �y I 11 , .I SEOIMEIVT TRAP "I'll , I I I THE SOIL HAS SEVERE LIMITATIONS FOR BUILDING STIES BECAUSE OF SLOPE- REMOVAL OF VEGETATION SHOLD HE KEPT TO A `_� C�s I �, . I , �� - . I I , _�.. � I , , I- 1. - . . . . _ 'RY- - .. . 1. n" . � ,.� 1.k ��, . , -'I\.- - , I . ,� l� - I—- - _-_ e _V , I , . ,4. . I . I I ,.__ . , . , , �; , � I I . ! 4� 11 , . I . 1� : -- _X -i , . .\�, ') Y� t ,�,, , I - .. N, .� I I � . WI MINIMUM, AND THE EXPOSED AREAS SHOULD BE RESEEDED OR SODDED AS SOON AS POSSIBLE- USING PROPERLY DESIGNED ,::� FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAINS HELP TO REMOVE EXCESS WATER AND TO �_4 :;-- PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL THIS SOIL HAS SEVERE &_ CONTACT PERSON FOR EROSION LIMMATIONS FOR LOCAL ROADS AND STREETS. ROADS AND STREETS SHOULD BE CONSTRUCTED ON THE CONTOUR, AND THEIR !­-� �'_ �0 LEGAL DESCRIPTION: THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND/OR TOGETHER WITH THE FOLLOWING: MATCH NEXT SHEET BASE MATERIAL SHOULD BE STRENGTHENED WITH SUITABLE MATERIAL QL-, ,�, _0 CONTROL & SEDIMENT PRACTICES E__.4 6 . Part of the West Half of the Southwest Quarter of Section 19, Township 18 North, Range 3 East End Right-of-Way of West Rood. Ge: GENESEE SILT LOAM, -THIS IS A WELL DRAINED SOIL WITH A SEASONAL HIGH WATER TABLE AT 4.0 TO 6.0 FT. THIS SOIL IS cl) a port of the West Half of the Northwest Quarter of Section 30, Township 18 North, Range 3 East, Pipeline Easements to Marathon Pipeline Company and Buckeye Pipeline Company. J.C. DEVELOPERS, LLC LOCATO ON FLOOD PLAINS; SLOPES ARE 0 TO 2 PERCENT. THE NATIVE VEGETATION IS HARDWOOD FOREST.THE SURFACE "14� I._4 _3�1 both in Hamilton County, Indiana, described as follows: ".� LAYER IS SILT LOAM AND HAS MODERATE ORGANIC MATTER CMTENT(2,0 TO 4.0 PERCENT). PERMEABILITY IS MODERATE (0.6 ?9= 118 WEST CARMEL DRIVE 1,I - C) , Rights of upper and lower riporion owners with respect to Lion Creek. -NOTE- "oi- -- TO 2 IN/HR) IN THE MOST RESTRICTIVE LAYER ABOVE 60 INCHES. AVAILABLE WATER CAPACITY IS HIGH (I 1.6 INCHES IN THE . Commencing at a 112 inch rebor at the Southeast corner of said West Holf of the Northwest CARMEL, INDIANA 46032 -�, �! . " I .. - UPPER 60 INCHES). THE PH OF THE SURFACE LAYER IN NON-LIMED AREAS IS 6.0 TO 7.3. FLOODING HAZARD IS A ( Q� -S ��1 4, � I - I MANAGEMENT CONCERN FOR CROP PRODUCTION. BECAUSE OF THE FLOODING HAZARD, THIS SOIL HAS A SEVERE LIMITATION FOR _D _.- -_ Quarter Section; thence North 00 degrees 24 minutes 10 seconds West olong the East line of said Dedication of Roadway per Miscellaneous Book 83, Page 1� EXISTING WELLS AND SEPTIC SYSTEMS SHALL BE PHONE: 317-575-1904 1,� '&'I. - ,,,I 11, ,'11� _11 10�_ MOST NON-AG USES. �/) --zl E---i - " 11 West Half of the Northwest Quarter Section a distance of 2100.80 feet to a MAG nail at the POINT -.1.1 ." -6 OF BEGINNING; thence continuing North 00 degrees 24 rninUteS 10 seconds West along said East line Declaration of Restrictions per Miscellaneous Book 83, Page 3. ABANDONED PER INDIANA STATE BOARD OF HEALTH CONTACT PERSON: MUNO HENDERSON elv;�r I - C:� 1_� ��, M_ inch rebor at the Northeast corner of said West Half of the T IED FOR BY ALL REQUIRED I It' . ions' Creek Native Gross Plantings I'd a distance of 544.95 feet to a 5/8 Utility Easement to Indiana Bell Telephone Company per Instrument No. 88-26170� - Q) cli 0 4i Northwest Quarter Section; thence North 00 degrees 29 minutes 38 seconds West along the East line 'I PERMITS, - Botanical Name Common Name Oz./Acre c) cl� 11� of smd West Half of the Southwest Quarter Sectfon a dfstonce of 1234.50 feet- thence South 89 UtiWy Easement to �ndiana [10 Telephone Company per Inst(ument No. 88 26?-2. - LEGEND - U 'D :;-- � ' * F� C 3: degrees 48 minutes 17 seconds West parallel with the South line of said West Half of the Southwest Andropogon gerardii Big Blue Stem 12 -.2 1� Utility Easement to Indiana Bell Telephone Company per Instrument No. B8-26173. TEMPORARY SEEDING - USE PLANTING CHART (DETAJL SHEET) c- C-) �11 0 Quarter Section a distance of 1472.31 feet to a brass disk in concrete base stamped "CONGAWARE 2 - �k �?�, ,_ a� -WARNING- Andropogon scoparlus Little Blue Stem 24 - W I CHNEIDER ENGINNERING FIRM #0001" (hereinafter referred to as "Disk") on the Utility Easement to Indiana Bell Telephone Company per Instrument No. 88--261/5. � ___� C N - THIS PLAN TO BE USED FOR FT7771� - PERMANENT SEEDING Bouteloug curtipendula Side Oats Grama 18 :� n West line of said West Half of the Southwest Quarter Section (the preceding course having passed [�� 30% COMMON BLUEGRASS APPLICATION RATE: 0 ,I'll I`_­I 1� C) Utility Easement to Indiana Bell Telephone Company per Instrument No. 89-14732. EROSION CONTROL PURPOSES ONLY. 50% FINE PERENNIAL RYE GRASS Elymus Conadensis Prairie Wild Rve 1 16 1 PTI 0 through a "Disk" 50.00 feet West of its East end); thence South 00 degrees I 1 minutes 34 seconds 5 ILBS/1000 SO. Fr. YS 0 E 44 4� M `� (D HOLEY MOLEY SA - . D FESCUE .- ,�, a East along said West line and along the West line of said West Half of the Northwest Quarter Section Underground Easement to Boone County Rurol Electric Membership I Panicum virQatum Prairie Switch Gross I 1. - ::� , - Ln F4 C:) (::) Z W .17- a distance of 1244.21 feet to a 5/8 inch Rebar with yellow cap stamped "Schneider Eng. FIRM 0001" Corporation per Instrument No. 92-44744 (blanket in nature / not plottoble) - NOTE: APPLY 10-6-4 FERTILIZER AT A RATE OF I Sorghostrum nutans Indian Gross I in I X - V) "DIG SAFELY" - . & 15 LBS/11,000 SO. Fr. TO ALL PERMANENT SEEDING AREAS _< , - 0 (hereinafter referred to as "Reber") at the Northeast corner of Section 25, Township 18 North, Range �J Q� . 0 Grant of Easement per Instrument No. 95-55456. -NOTE- NOTE: Maintenance program should be instituted to aid rL .,, 1 2 East; thence South 00 degrees 20 minutes 41 seconds East along the West line of said West Half "I T'S THE LAW" E� 01 - establishment of plantings. This plan to include spot treatment ct� �_, �4 '6 . '0 0 of the Northwest Quarter a distance of 471.49 feet to a "Disk" a distance of 481.2 feet South of a Declaration of Easement per Instrument No. 98-10994. THIS PLAN INDICATES EROSION CONTROL MEASURES EROSION CONTRO� BLANKET W1 PERMANANT SEEDING (SEE ABOVE) CALL 2 WORRING DAYS BEFORE YOU DIG a. a- 0 Ld.0 0 0 - NORTH AMERICAN GREEN S-150 (OR EQUAL) _11� and hand pulling of invasive weed species (thistle, etc.). ,,,�0 Rebor at the Northwest corner of said West Half of the Northwest Quarter Section; thence South 89 0 ;z N Declaration of Easement per Instrument No. 98-10995. REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING 1-800-582-5544 S11EET NO. 0 degrees 37 minutes 13 seconds East a distance of 644.78 feet to a "Disk" on a line which if OL DAM 0 1 1_� 1--EF - LOWLINE (SEE DETAIL) � - extended would intersect the East line of said West Half of the Northwest Quarter Section at a point HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR ALONG SWALE F CALL TOLL FREE , Cos Line Easement per Instrument No. 98-74158. SCALE: 1 " = 60' PER INDIANA STAIE LAW IC 8-1-26. CULVERT INSTALLATION NOTE: 3: g- -., distant 2098.00 feet North of the Southeast corner thereof; thence North 0 degrees 24 minutes 01 ,,I.-� C MEASURES REQUIRED UNTIL. PROPERTY TURNED OVER [M - 13ASKET-TYPE PROTECTION FOR - - - iT IS AGAINST THE LAW TO EXCAVATE TEMPORARY DIVERSION OF LION CREEK SHALL BE PUT IN PLACE DURING 'D 0 E W aallel with the East line of said West Half of the Northwest Quarter Section a distance Gas Line Easement per Instrument No. 99-3725. CURB INLETS (SEE DETAIL) "El, 1 -40 1 � � * - , I - _� � f �,___ ' I *­'"' * T1. __ '_�*'.-i�" - - r 57451 - '- - - - . .,. .. ., . � +,. . . . . � - . I - � i 0) ,Z I ' " * ._ ,/ I F.- : � "�" I . 11 I \ - - - ,�/`_�-V,6'/'� _- _- 1i � - I I I I ( 8 0- .-2 FOR DEVELOPMENT. COORDINATE WITH THE CIT-Y OF WITHOUT NOTIFYING THE UNDERGROUND CONSTRUCTION OF CULVERTS WITHIN LION CREEK TO AVOID WORK BEING DONE -W,�0 of 16.93 feet to a "Disk"; thence South 86 degrees 39 minutes 13 seconds East a distance of -=19 C501 "I 1� �)(f)5: 837.04 feet to the POINT OF BEGINNING (the preceding course having passed through a "Disk" 50.00 Gas Line Easement per instrument No. 2001-10068. TIVIF FOR ANY OTHER MEASURES � SILT FENCE INLET PROTECOON LOCATION SERVICE TWO (2) WORKING WITHIN FLOWING WATER. DIVERSION SHALL CONSIST OF REROUTE OF CREEK TO i�s � 1:1 - AROUND BEEHIVE INLETS (SEE DETAIL) 0 30 60 120 DAYS BEFORE COMMENCING WORK. PLACE CULVERTS IN PAIRS OF TWO WITHOUT DISRUPTION OF SAID FLOW. OJECT NO. -.UL;jM feet West of its East end), containing 59.097 acres, more or less. Sewer Easement per Instrument No. 2004-35576. REQUIRED DUE TO SITE C�')NDITIONS. z -��n --- SILT FENCE (SEE DETAIL) �F-U,J I _D 11 <0 W r Subject to all ofher easements, restrictions, and rights-of-way of record. W06-0031 0�!,�c 0 - -L M 0- 1 n I - a I - R I - 7 1 F" I I I A I _� I I) I 1 6 5 4 3 2 __ 1 10 9 8 T * -4 %000 H U poi MATCH PREVIOUS SHEET / EROSION CONTROL NOTES: 0q 00 M � S rXt lJ �` 4./ V. ,....- ',7 4 ,y'�/,•Y W W ',,.X Y'•v.4•" \0��4(/ O lS J• W W W V. W W'.. rl t•'1 r W W W W.'. W W Y + --_y,. J' - �• ,4' ",: •��,,6�a. S'F-",. D.& '',, UU. 6�y '"-'� W W • ~gip ` - �,,,' THIS PLAN iS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE 5 `• W I �' ,Wt♦ o°� 6� y 4 c ,t "� qc u£ + °t ME y W �� �► `��� I z I N ITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING M M OO a5 .+. +. . 4, ]Y..... \.-:-v• ... •`l,• ,X,- 3 6.05 .05 S W STIR wLC9`2 r ca �. � .l.: Y •W•�'9 W '�C�' W W ..W y 1S W , W - t I + + Lo 2 64 o� �' W OMMGN�� " CONSTRUCT 0 S a II __ .. 3 t W + 2�0 W f�c-eM.00 W w. 0 �� W + W + + + F W W + y W . .y. �� e` ATIVE A CTION IMMEDIATELY. THE 11 + INnVIWOUT�68.30 �,� `� \�' w ��' 1' \ L y + � m i W + +„ W + e\e � PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENT �i :..+. .w J w.• .+D .J. J' STTA STR'y 7687 °' 874:7 ME' �'-A �.:.."' s.: �w� y + 11 y y y Y,• INm868.40 4 ' �\\' 'W +��c ��� bS + W W` + + + y W W W + W Q W W W ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. � s MER6ENE PILL +CES + + + / y y W + � .� o \, 868.4 1E `9s 8'0 '49" W� W W . , s> ."`�\ W s CJ��O^'J•'001�vF. W_,'.-- W W'- W a- `-•----�-- -'W.. \ ^,' 1 .h• 0" G/� F 'M1; `f�^,� Q A A w 3 . $ 5 y 4. W W W W W W W W W W s_ \ l o O O W W 7'L RQi � < Y \' y y y W W W .: . .,yl INV=86 00 - ; - a�• W v W + + W �.. W. W W W .... 2". . .,` .3 M +� Ex1531NG MtlUND A r / R y W W t W W :W s + , ; � °° . o + o W o + 873 t S.F. i0 BE REN REMAIN UNALTERED IN I K)W "W W' + �� a 50 4a W + W W W + + .c p N �� W + W W + W TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL L W . . . • . . : \ ('� W + + -._.+ ,..J- + - Jt y i.• • . • .+(P•• .O . y 'Y\ • . , . �i\l,' p;�'� /�(O W W\O ,� .y W W W �W -]4_. SO• (r 'V �V '�• •J" W 2 O V4 Al.. ,Y W.,. W �V{ Y' = U y • •-• - J' W Y' V, O "`'`7o`,;�OJ~6 W. D,°- y W W. W W W w W W W "< : X• O,s3 EXCESS OF 15 DAYS. (TEMPORARY SEED MIX 100% ANNUAL RYE) W W y, + W •y J' + + + + +, •W. S d> . ..k w W'\G J+ W '\� +� '� 5TM STR 703 ° .,, w- + + .- W + Peo \ �. .... r : \ W _y + w W -:. . + - .6Y ,. . o. w . . .W W 'Y ....w.j�'��^M.„.. W W `{. ,V ((��'� T . SOUS INLET II w + + + W W W W W y +.W + WBjr. 11 W + W TAfPDI�RY'1�'x1D�(3' + W (6q + 8 2 O •y, ,y, 6j ,,, w, y ,y'' + + W_ W + + - vJ �,- : Posi GuNS7RUCrn,11 .. ' \` s7t.s ME W W W W W W 'V PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND I TC 673.00 + + + + W + W W + o °r s> ' 1 RocK H Q 25% BLUEGRASS y J J6, W .... W -..:• W W W W.. W W W W W'..:,., W W J" W IMP-VEGETATIVE �` 41 INV ouT=as3.to - W + W i �, + 6x x \`` \(\� `. s z /( swALE usE NATIVE 3 `a '` /////`-- - 7EU�P�OpRaRr W + FINISHED GRADE. (PERMANENT SEED MIX = 50% PERENNIAL RYE, 27% FESCUE, ) p y 61 qF.. W ,..w,,. +, W W W �' \ /6 OO V •\l�yl •y. W W W W 4 y W �Q W,.,. W W W W W 4 O/�/ ( /� �V V J DAT pN W y INV IN=863.2 W. .J y o F r I GRASSES) V / I W W W y '. iW W , .,a \.s�.. • • • 6 • • ;\. _.. SW /ERM I W W + W y Y + 'o W s �. 8 �:' W + + + + W + C 407 ASF "' \l PR RVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO FIR G . . O 3W® W:' W W W W W � O W _-.W W �. 1L \ / OO YEAR IL I ESE a + + W y W h m o 9 y F OODWAY sTM STR + w, + at "�\ ., W + s �F 3� r • + + + .+ +-, Q. + W:.,+ + + ORAKY W ,� + „ + I�C`k TOPSOIL EROSION. �.I W y 38x31 W. - + +I' • � .4-.y. s •W • ::O- + O , W + + :...•:� :..::84/8, `. , - W W + ; i.:.:, ,�O %23. • • • . •W. • :W +. y y..., 'y W., W + + +, + JIDIY 7-. ':.. / Q ", , , rl ' Vl 6 ORIFIC -'N .: + y y.. W J0.89L AC.+ + + +. w . J o: y W + : + + '•W ,fl v 1 Q TEMWJRARY 10 X10 X3 .y W .r SAN STR wLCS23 . ,. O .+ W W `J Q} M pp I PRIOR TO THE DISTURBANCE OF SEE 6TAI - \ y y W a �6 I / ,\ 4, +/ C -, R CHECK DAM ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED P 0 a W W ,�A TC=B 7.00'. O w I F • y W ER AROUND + +, s• SEDIMENT / Q INV-864.9 y d v . gEGg_, L W w W V W W Y + s ,:. + W , ,. W W � ,.. "' ,,-.. SEDIMENT TRAP • + + +, 6J INb OUT 664.U1 r 70, �• F w 44166 S.F. y +'" 2 THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. �, +: .w y + W :''„'w f)(ISTIiYG TR�S) W w /� • W W a'W `INV I1V=869191. W W \ .+ t 4� • . .,:'..: . . . . t.ot4 Ac. r..... + +..•^....y + + - SOD_... • -! R P RLY MAINTAINED TO CONTINUE W . \ I � _ . : •. , �. , :_ � cA + �:� W a + + . + W/-.+wy + +,,. ,\ �./> fy�/L � ,_ _ ... .. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE P 0 E � , 1 ., . .�/ . . ® oo-' .�..' ��� Wr + �� , o •''872.6"ME ', Y.iy q 1. \: • • W W W W W W w W W. W W + Y O O' Y y W W W W + W + p, + m o 03 S2 sF / ;�. ,W• 873.5 ME THEIR EFFECTIVENESS. a 1 + W W + + W + . . •W W W a\ W +f • . .': . •D !b + O . Q .J'•Otf . 671.2 -. W .. ;' + ;�- .,,:• .\.W e, ."' �,:�, + + W -.. ..., W + 879.33 + W +. : + +. :r I o ,. +. DORMANT r7 I W + y s sc W M NTHS OF DECEMBER JANUARY OR FEBRUARY DO ,: '' W "'V W J, v _. �, (� • . -li ...:.�•:,. �O� SI,Q .. W.. .O\•�„\ I., p, 1 V • \JL . •V{ • J W W W + \F\W ... .Vo OV,... yk W v y '� + ' W W w W h w.o y �4` Uo ti 6.t _. IF GRADING OCCURS DURING THE 0 4l,w o , \, 7I O w \Y! y, + ;W w W _F W + ya ,,; w' +,,". TEA1P07"AR�Y,ibX103T3 5 0,. + d . CONSTRUCTION n SEEDING PROCEDURES SHALL BE USED. QOQ ( \ t Q . • \ O . . .y. ,+ ���' W + ,.,.+ + + .:,'ROCK'CHECI, -, y B P C VEGETATIVE R T :r' s ,.,.',. (/'y TKO'' 1 .` + W J W W 4y, °Y• � '� ., •S . . \ - h' + W + - W +SEDI + + y, ".-.-_.. '-. SWALE NSE NATNE `- n'> o O V11 k' �\ o / ` CJ h P y . .+. .+ . . + W + W� _ MENTr1RAP W W K ERS OR OTHER APPROVED METHODS. + W W + W\ ®? W y�� c� �w <0 , .7 �O GwssES u, DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRIN L d' h • • • J Q`r r�, W •O-rte • ::..• • • \\ Y I 'W V W_.' rW - .. + ^ • V \ W W W W 4'\ a ''� r W .:.,. W W WW W W w W 0�.. .10' ' y�•�� 1 1 A W W +® W W W VN J, y d G y + W + 100 ILryR 21A D AT INTERVALS AS MAY BE REQUIRED '�i ,r + +' W Q. �� �. >> W y •, y, y + + w W + y W W W 7 Q FLOOD RESEED ANY AREAS NOT GERMINATING OR DAMAGE �1 . \ J 0 8 W W y + + . . I- f a Tf MP0 L a W + +1Y. o y 8 J g Yb \ v + Q 1 0 . r 1561 S.F. W W + W �c+ p x 9ro' + + W + +r + + „ y + + / �. 8725 WATER GRASS AND + / �2 �� :\. y W �� W srR 742 RING TO SEASONAL CONDITION AND OR CONSTRUCTION ACTIVITY, E I+ o. y y W \�� O y' i 1 .W.\ U gCy 0� h �!� ,1 r �p `/.W a e a• W �."..�„ _ D.174 AC. AGGQ D / „ !' + . • \\ .VpV W W W". W + J W , W W + STLLG PLM / G �• .:,` E W �' \ .::.-: \\ S W ..,4\`Y' .`K .W.' W W �3':/ ':r. JO. . / ,:. �'J...P �J' O 'y .W.,-.; r .;_ '.O O C, -y y +:u, y y W W + J' ,r . .�'. . > . 4Y . . �\ „ , ., �.��cc\/ ,,, ,//�11 , ; ,. ,.; , y , (� ,." "�._ .W. y� W ,,.r • _ 8732`ME . , }p,�pp EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. ' 'y `K .�+ W... ' G -...Sr9. w .W. W J ',. �W +C W �W W I:W W W W + .. QV/� \�! Cj\ h-.,\^J° 'O.'4.(,U. I - O n w ': V :I ``�: •J \ p� �Tp �! • V �� .\ _..,�, ,y W '4. W '..y W W -w 4 . . \ W .4 •I 1 W ;� 4Y W..:,, W I'. ...W W 1 C(.:', w, -.Al. O'...�,. L� � 4I. • •W• 1/.W. D.IX U.E. DIYCI, IDN 4' 'Q• RESPONSIBILITY P ., v / + + W W 37293 S. + W 6 , y s > y Z !w + + + O �i �c7 O / W,3 y F ¢ 3 0 ', y '',y + " 2� J1 Q / Z`�'e� y W THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE R �iT� 4 w y W W J + W W , 41.856 JAG. + W + W W 96,�. �` W ' W W �/O e` W 74 11/� ,, _ _ . , W - W-' y 4y + + + o [ , y ,� N, �, - ':., , ,: , . (,. �\ ..Q' W ourLE7..sT1�w/syoRlF E- , ', 0 , : OF THE CONTRACTOR AND/OR „I,NER. „2 E W `V � SM S W W W W + W + + :.. + . . . . .'. . �. . . \' 'J� . :. ..,. ,,• V J O •\'W + + + ' W I, + W 4 V.Q 8� G` I� I v 4v y = rf �> + B. y o o �01 y. Off' \� NP SE�,D L' 'ya , �� y Y 0 Q o N:, NORMAL POOL EtEY, 864.9 y y + + W + W + 1 °�,; �Ep E4 > SYR� _ 65.90 \ �' T �/, A�Y ('7� ., YR. FiDOD ELEV. 8 W F W ticO�+ '.'S�,� W y W y J W Y�,�, JG�tiQo c� . .. ,, = 99.D0' y,•.•. �N•': B 10 /�� �: , + ' U W ..`-.W W W + + . . . S� W. Q3 @, + y �d 3-- l SEDIMENTATION Z N i 2 a y W + W W W c W + e RESPONSIBILITY TO MINIMIZE SEDIME Gv t> ; YR. FLOOD ELEV. 866.73 O STR 704A 8 y + O 9j �\�+ 4>k352 $.F.1 W .• W ;W y J/r,,, C�. 9 a W _ 5 0, sTM > y" . W e P /� e, v - y � ©�;� .�!' �?MW-- W R�K W_CN FASO- .�•.,-��, I« �� IT SHALL BE THE CONTRACTORS AND/OR OWNERS RESPONSIBILI FLOOD ELEV. 669.6 W W W P + + + r 7 s �` >>'r. +0.949 AC. �. W W: ;W 43 y �\ p� J RTIES ELEV. = e71.00 Es > w W o ., .. a \p 7 e Qy w SL7)lMENF TRAP ToP eF .w w _ IVITI S FROM BEING DEPOSITED ONTO ADJACENT PROPE �i > yW����W W W W .. + .W. . w ': y 4Y " . W ._ �s � 8 of �s � 1-. 5 F. c J• 3'W y� BA�iK r- �c � (FROM ON SITE CONSTRUCTION ACT E ) � t"t V� I M 856.90 INV'_864 90 W W W w r a� W w t� w W, T!a� p Q / y y ,,, J n 1� A + W W w w ,. • w �\� \� h e n hMeR NeY SPItLwAw F C, 5 327 LAC 15-5: �i I W ,w W W W ,... -W W W w- 1 / + 4c, \ ° A ! 5 W V _ ,�­1 I" w W 0 d + y 6 �y y, o -4 + W w y y y y �. AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH RULE ( H + :f 1°•+ W + + lY• .y. ,� o o'I \2. y W W EtEV, 81.iP �y.� W W y + + + + °S� ,"` . . . . . . o - , \, ,i . . . . W \,�0 1+ '' W Q, \� 4, . �... \� O F CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S 0 M+q Ii I ,\�. ,!�. y/l _ y h , W s W .moo , Jo;,o so (o\N- �F 4�' J' J y W `� s-,� CONSTRUCTION ACTIVITY STORM WATER RUNOF CO ) W W + V V ' '..Z/ �•V W W W nO I . • \. • . . �,:i O / V y -V. 7 +10 I 1...: + + ,V (�.IS'\ pO .. �T W J ' `VO \�' W W �. .O. \e CO .O. - •Cj'. W.. ,V w. VW. W W V LOCAL Z'11 q I W W- 1 '1: -' .W �/,.y`�- W ". 4V 'V J' -+V 'V •V W y W '...,';. ,I . ' . . . . :. ' I,• • • ,_ e y W � W y - W'6- -� •�4�' • OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE : ' .. W 4srM soli 7d9 W, ,4� , � , . W° m , ti oo ep � P m' _ AND/OR 0 tip ,,. - , FY . O y , - -,. O;(" W e•� , : . • ,• , '\ - W STM.STR /4S W W W W r BEr11NE IdANHO1,E W W � � •..• � s � - � s W + +. � W `�1 �4 '` COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER � ' '' � -, + + .. .. � .\`� . � � �( d W I + ,•o- � -- '(5 OF 12 cP _p[EHI�(� wLa + J, . W � ,Y�,y• AUTHORITY AND TO SUBMIT A C .., 1': '. -- .' - :;� a .:- V y W W , J; ,. :I. N `}V •I.: • •I, \, '. w N .4V� V. _ �w �/� �" + 'C-S =8 w 'V. J'- y + ::.W W W W W + . . • . .,• • • • . ! ` O: W W W W W • -. _ 3 :R •1 i + J Z� W ,5 ,_. a> 1 s s \ �;; W F. IV879 f ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION v L1r=670:00 W Q s .' . 9 • , O k r+ Q m �s W W P W + y W MANAGEMENT, INDIANA DEPARTMENT 0 "I : . :• W'. • t)O- + W IN I .. + • .Y :_:W. /'V W W W y W W W OJ,\, ,® 'i' W 1r INV=879:19 -I 11• I INVYIN=8y2.O6 6 2g W W': .W . s O Q ?S W - 87 . W + + + W Y + d •I a r1 F�1%�, , y. • , - + W... W W + � + + -�+ y • .•� • O t �� li'. � � � 63.0 E W + W W - � ACTIVITY.. , is ♦,.W n y + + W w . W 769 0 ? YR.' 170 MOW M STR . -....,. � .' ,- � � � S -,,J %4P', RJ "..., O.. �\ Q �: ":. V�/ - _ + W W y R W + W 60 J y. + y y W + + W W + I I-HEAD ALL >PCp o ). °F� + + + + + W + / b YR GR7SS 890.0 MEW n ¢r 3 �, y .. .W. .W 9 � k`y 1 p W W 1 J W I3 K y y = W + No�`uow., W W W W 0' - TIN CHART IN THESE PLANS. '{ ,, ,, r W + • �° W y,� W W W W W W W J INV 575:31 I- 43710 S.F. `• • • •' • B� Al s . 4 W� �\ oQ + + + W + + - yW.;� IN. y y y y I W cs " ' o W FOR SEASONAL VARIATIONS SEE SEASONAL SOIL PROTECTION ST11 STR 715 W W + 7 W + + W w I r + <L %'\-C V, .'y •'' W• • 'W W... W W ,V y W W '.W 1 3 AC'., W : J t �D�N • Y..° • � '\'�.-4. ` -:W ., W W 1 T- N W�. J OLD URB ANH % xy y' 0 O ST}�:STR 728W + W W + W a I' w o 0 +, n yy JJ W W W � JM + \ PW P + WSTki STR 744 + + W ¢ y p /y W r I.IJ . : .. -" ") S.F + '\ J(� W W W W\W + W W /�' (I = ., • • i. . . 'VO d ., C'4 \\ �.... <,. W W W. + • I ° O%W n �. S� f //:: \ o TC 880.09? W \ + W WQ eR JSOUD MANrtOLE W y y i 'r - A , / \ y W W W W + •m 9 Y W , y 'Y ' 7 3 • .. . ��• .. . • • • Q<t , W W • WCES W W y + W +, y . .•I'. F- - K 0 ,� - o �. 14�' C�,W + .l •Q INVvOUT=�72.5� 6 y J W• J W `.+ ,v,, W 4.90 _ w - ono n ,\ p �y !1 :� : ) I al' b '\'•�'!J W W W W W W. W 7Y I\25 J• .J^ y' - W IN)(-879,9° W W W W W • ,+' o TCt88 + W W. :� W + + > 'INV 0-87316 � r6- o •: + J '... + W .INV OWT-873.75 + + , o Z / W .W W .. _ W\w. W W + + . W W W B7 ¢- C (CATIONS• 4 +\ + 877.0 ME IN IN- 3.85 y. .. W + W + + c _ �rM 796 v J. W sAN QTR Lc9z ��. w r �� '' . /�� W• Q�QPQS� ' W „ W W y °.4os roc y y y W W y W W y. . d a PERMANENT SEEDING SPE IF I,a- I: " iV 99„].E. ,WI . W .+-�' ..- . • : - : . . + + + W W y J' _ ., .- • . . Q , \ - `O �Q W W .,11 o. W SOND MAWHOLEY + J 5 TC 87,00: 0 G j J W i v, W`, W'•, + ', + + W i w• y N O 7 S cD 27 A�. N 89 26 0 \ _ + W , ,y y„ r .�` w , oti : . + W dA "'+ W W + W W I W" LAWN ARRAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. o • o J m o 77 C-8 00 W d + • W y W + y W WI NV OUT 80.89 0 4 W W + s o .�* 1 ALL DISTURBED LA z W > ,• v .(•.LS• \ r : : r e t, : . ., n.. - �. W J . . . . . •\R, B(Y `�J(Y �, •� • ,� O y J y., W... y W W / J' ) _ .o. INV IN=570.99 +' /y I x l m 8 Q y N4 (XtAS�,AREA W y W W W J . . = O �,a a - Ip q 0] 4 +.,,, +• d - -- 5T�OW E"I"lkl-8 6,54 y y .o y + W J + W •,.'. , , EL,,. , . •o . \° + y.. y + `�' + W-�' yv'� z TURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED F-'• ,y I W, w o � •. •rr• ti •' •+'. - - INV IN=87.54 "s€ \ y W DO Nb MO tFfT N • 4�°I r w s Y + •o`', 2) ALL DIS } �' +:. s .". .SB.. W W + Q - + W •' W W J + W. W W W + W • +' U 0 2 m i.I : f , ,. • W W W + J. +'\� y+ • + + W W J• SI STR 766 + . . . �O p. QG [[ > '�d'Q Q W �`�.. W .y.. W W '`:,W W ':,W' '+• W . . • 1 :.....,.� W ••y^ . ' 19 , W y. D, W ®. r '. V� , •0. \+' + W W W + W W W + •y(J , J' S). W W • W• W + + z � z x ��/yam (}). p M ■ I� 1,2�, e WJ W W W W W e,C� Qf ,; ,` . . '• .`:..: . `IYIJ+ cx J. W W W , IIU1DwJtLL - �I.JIS nnnn /�7// ... . �, . . _• � ': •V . • aS '4••(D c .,. ':' , . .. I. \�i O ' ' 1'+ AW .:. + O W ,:0()1.O.4ME w W + � + W 4V'.,'• ,W .l`J','Z`-'• •M • CJ O C/1 O Q W [_ co , ; + W W o0 + o x P • o' aao W + + + W W + + W W + �' N Y AM REASONABLY FREE OF SUBSOIL, CLAY LUMPS, � W rx x ¢ i ' " ' .•V. -♦� -.. .,• • ♦ + + + + W W W W W W, .¢�Vj J + + + + Nv#8X�_�_". . `� . . .. : of ; . ' s o �0 ,.. + W_ W W W - W "-W .:Y. 4I, :. W. W W Q T3)K TOPSOIL TO BE FERTILE, FRIABLE, SAD LO 0. o r I + W v W �; W W 'HER •: . W W w ^� � �` o� ti V BRUSH AND 0 . . W W + -- +. W W W W W ,Y . W W ,,r , 6 0 y y , + y W I V ANTITIES OF SMALL STONE/GRAVEL,RA i ' 7 W - J' , ,y, O� W '\ 879+5 1x1 a ',.., l.a•+. • a L + J- + W i • •+ W + W + + + W' W + W W + W + y J. W W + + • W . LARGER N r EXCESS( E QU f 1 - + 1° S.F.rO 'Y W'..:.,.+ + + W w . ry• + y J' 'Y W �. •Y•y/ ' ,\x 1.... ,Its / t9 . . ♦ , W. W W y ,Y. • . J W-• .. y y W �' VI I w:. 9TTA ST 7171 W ' o- �. .+. 4 c + W W DO NOON W W W M�p y + W d •I'b : W' STORES x=x=x x x x=x r : ,,.., 8B6.T�fE + �Q� + + 883 � / -: I r 1 - 11 I _ 7 A W' y . y. J y W w t� w w l _ ,._. W 1 ' ds� : IN9 66 - W W J W 0 OJ W W W ' AC'J 4 W W W � ,Y... ,. ... W � 4 ' J �' �°°°�°°°° W W, cESY PERMANENT W . . 4 . y. s o . " + + c W 2 PROBLEMS CONSTRUCT PERM ,, W �W �W ,W W •• W + + W •.'•� OR SUBSURFACE DRAT JJJJ JJ JJJ_l 9 I, sl , ,. .. ..., , = W W W W S' W W W W /t.+ �� � ti 0 ; . .,.. . . _ , ,....�` -. .''.. . . W NAT1�E i.RA�s AREA W �; y-" W :. W.,-�. y W W . ;° 4 SOLVE ANYTSURFACE NAGE AND A � °11, IjJV 56.90 + + W + W + + \ � •� \. �p 5 JQ-0 .�• + J-o, DO NOT ik,7►LEFT•SIGN `Y 8 � + - ) 7 .4 -. " _- + W W W W �. . W ,y.♦. ..y W WV W• W W S, V G % C' �l X J. .L Wlrl.i,wv++J'AREAW W W W W y L + W W". W W W 'W / i, (, :" J • •::.'.. • ♦:.., • . . • • • ^. J. W W y W y W W W J . . • O :�O .// 'W W + W W :..y .Q ...W ^W,,. ,: \ �7 • • • •. W •'Ir W W W W W..... • . . . . . ///• ' 1: , J/ W \W 'W'W .$'(� RIGM.SIGN W W J- 'W• (D(O(D CO(D<D 2., I. _ ".. S ,.: + .. :. W W :.. � / Y � W. + y �y � ,..W ...W .' W.:'W NOT IRON W W .y. W (p fD,..,'. Yo W . w + + W + , a � og�,Q(�' '.'. .' • EROSION CONTROL STRUCTURES . . . . . W + W + w �O F w W y + + y w Ss3.o'M� + + W W + + W y W W F GULLIES OR ERODED AREAS. `{ 1 + + W W. - W: W W FORM THE MAJOR FILLING, SHAPING AND SMOOTHING 0 0 0 0 0 0 0 0 0 0 0 I, W r. T.74% L y y W W ������ 4 OE 1R Cta .R , � , 4O .,. � -..,. ,...,. W. W W + + W W + W: + + :. .+. .: ` : : :. � � `' . . O V` • °' . . . : .:'�. .. Q � ' � y W W W . . 5) PER -. W... W + ,,/ ,:,'". ,. W� : - W .•i". . '� • W W W W .,. -O [J• OJ-• ,W• V' ;-y. ..'' W W W W W.. J, ,v� � �M .,. . . . . . �f. W W ,�u o . „ . 4' W + W + W 4V'.. . . . . . : . .4V . . ., . . . l"J C:..�O 4 J, y y \\\\\\ r , - W W .. W W W W W „ W W W _ J C lJ. `V7 '/I\/) ... ._ _: W J + .,..... --.... '> �. . ,+. W .+ �J• W:, . `Y • `Y J. + � W W :+ y W . W W, /4, W .� W - L J.- W �Y W ,L . w • •W. . • W -r-r")"Q1_u)CO �: ,." y W W. W ,.. :._ .. -.. q� �y III/ m Ol� J� + `>� Y. � � �� ,� ,�,� ,� 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LE-VELS PROVIDE FERTILIZER AND SO E-, N--O N N M O O�•- ....r ;r ..I#' S' y vL '' ......, `31K 72"� S .. W W W + + + + .. W 4Y + 'Y + + . '6' +( + " �p ' Q \'S'1"4. �i� '" y ,,v w y.•�• h• / + W W W + W + y W + + W + W +' W W W W W. •J+ L .'. Q (O r m m OO O>� + •+ JPs. k,, + \?� 1 \o� o o�Q. ., g ; •+•�`. w + J4385'Y S.F. p o, � �% + W + 3 32•�,F. y y + W + W �' + I y w• AMENDMENTS AS REQUIRED TO MEET/EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS ruT)v> CRASS [� OD wj Q w. .+. J :" , . - + W I' J, + + + W W W + W \ + + W ,Mn, S4e. 7 \ Q` ��'{"Q\ 0 '� QY 4y �' W W- W W + W W + W W W .8 .., , :, :.. .,.;., W w. .J>' ,:,.: :,. JIM IR ,y, ,Y, ,y w .�°'/ �.. � \\r '1; o 0 `°5•.'°•,�`' ,", ;. F.F'. ,y w• •,y• Cp 1.D07 AC. :.4W ••�• a.[�qy. W� .Y W ., W 0.880AC.W W •I- CURB INLET 53,289 `i.F. J, W w I ao r MOW.ARFA r/i 8"e8 f iCE.-0 NP + + w + W W W O W O W W TR1F L 0/ y�P O4• ws• J • W + W W N W J W W W W y W 1 AC. w +, y. w + + A CURB INLET ( O � � y y W + 22 W + Brae „ „ }C p W y, o° + 5 �� 7 g , , J/J W y + • W TEST RESULTS ORKTfEROLIZ RWAND SOIL NUTRIENTS INTO TOP 2-3 INCHES OF THE TOPSOIL WITH A SEE° W y + W W W + + + W W WITH:L JUM �j x V U v Oy��l y J W W Y W y J W; . W W W W $SD AOCESS W W + ' ) f v _ W W W �• ti r.. /B81D '£y' S TC- 95.3i y J .+ iNV 6/ .V A• y W W W 7882.1 I Y W W o W �� I \ J V PGP, �Q P y 1 . W W W W W W W /� �1t, �y , , , , , , a p,. • E) �` Q yj • tT • • , \�• • ��t��y W • •W O y W W `J' QS ' •V W W W W 4Y y - 'y J• '� - rig.. . g •. SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. ": I , CY 5PILL4Y .:..-. - W- '� W.... J, , ` x / Q • '... ,tS .., . , • . .f' . . . • . • O -. y .y.. W W W -W� J•.. _ , , �J' 4V ,W . . .J'• W y W , I W INv oLAT 577Y79 + / J s W TR 73#` .W . W W W W y w g '. WAT R BALLAST ROLLER WEIGHING 100 TO 300 POUNDS W W W W wy W,, W + p W y y Q STM S y + 8 ROLL THE TOPSOIL WITH A E 1672 = _ - 0 + •+• J DV dId.W V W W Y �� y INV JN 577..59 + W W S W W � `,. \ om. l � w W W W W W ,.y W y W W J. J� . V. . I _ T w ) J L� ,u2 ,` : ' + + W w W W W +� �S. W ,/ / /\ J +: E' W W FIREW HYD(AN ° U ¢ H TOPSOIL\ \p ¢ CURB INLET ( o �o w f W + y. W + 5Q e 0L a + `,� ��o+Q� y v s a mn + S O 4V II J . M \ \ 42`Q Q W W . W. W. r .:: .: i/'//� . T 11'�( F + . w. .+ TC=885 62 W ov + W ,v W W + + W: + W W . + . w :'+U P&A W • :W• •N W W�6. 6A �4�W �• o DEPENDING ON SOIL TYPE. ROLL WIT IL IN A SEMI-DRY CONDITION IN TWO OPPOSITE w 1 EQ, .\ BLlI(,K - + 8 2,1 E .y,9.6 W w W W 1.01`2 AC:�. '\ W. .W W0 a'. J• � D,°°10 ... ' �v,O:: \� ��` v`( \1 . \ •w J INV=$81.4„ ♦ -•Y• W W W W W' + :W W W �J ,Y ,L ..y J. w .y. ._ W . VALYE Tr w Z I,, W 1..1Q u N • -. . . . • . .y. y, . y y (117.,, W• I.a� ¢Q Y J C) I W c ¢ a �/ : W W P N W W + W J U W U O ! o� > �s .+ + ` W + + ,. : 7y � .. <J,p`� W>/.. o o ���• \6�ti c� � . J w . � � / `'o � w F-. .,v) DIRECTIONS (RIGHT ANGLES). u jA� 1. �k ,.: � C9•s .:..�`+L / .`O „ w� �, e v •y:,...y ,�➢ � ,, . 4, .y W W V✓ W J�:" W M.F`H�,.G.•YJ83.L N P •.-W W W W W `Y�- W W W � W + W J' + W .h ® y g1 OQ +0 W U>' J`. 7✓ J` r ,_ y,. .. W.. s .�, .W. .` .. . y .\W W J- W�w w:: .y ,-�, c�v w 9) O rii Q7 W W J11767W S.F.W W W - " Q - ' ES. W c, IW . :. . + �°w >o� IRREGULARITIES.A Q Y + y f W. �� s y° W W w W J y W P II 'W �o DEPRESSOIONSSAND IRR + w + Y + W + . .� s� Q v ® W W + + . 88570: + + + J' + Y + / + I , O: ROLL UNTIL OR SCARIFY TRUE ADNDUUNIOFORMLLFREE FROMITLUMPSA m • _ w -NATNE aRES D.x,09 AG' W w W W W - W - \ 1 05 I \ti /• + + W +, �'.�. �' + W. J a, OR NO WIND IS BLOWING. N _ ' Mow PoGNT s7GN W W W W + W y W + + W W W y� M°'. W�d r W W y W +,.: W W' W + W W J W 1 G SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE ¢° ° 2 + W W + w �7y v W 1. a ,, .,.1,. .- . I'^ .-_,. (s. ,:�... w .,y W W W� f �• X ".. : g -,.._ _ W H,URr•VI `y. ) D= W - , ' •, r ;' W + y W + + + /W� W '. a8 ' y s o w - y W W W 1 W W W y: W ';W W W .Y =.... : . J�. . y. •°aa' tluATEr� lNeyESM OTHER HALF IN THE OPPOSITE DIRECTION O_ Z o I, ;;.10 - _a- ��,, W W Q• : 0 + --J' W +�j`lJ• •� +� �7 .. 0 W "Y y W w p l "�' a' `� GW 7 MARKER W- ,�., �- BROADCAST HALF OF SEED IN ONE DIRECTION AND THE - W�,,,z g 10 S :, d]l , , D 2 llt.,ws»AI'LA -8K• y ,, W + y W W + : . .�.O' '♦-. : . , . Y/ rL / UI� [" w• •�'. . + W W L J + . •W. , . rn W o U N '. oSI K .00 :-" + W OO•NBT MOIWIfFT SIGN + .: T ..: o o + y + +1° .+ y. STM R y 741 w 27+7[.81 - r4 z - �o y. w D + + '...W +. .' .'. L�,. M Zp W L� / �\ + W TM 9TR 7R9 w ��\ (RIGHT ANGLES). n° °¢ o ,, _ W + ,I W s w. +. .w a w SOLID MANHOLE +)I 894.65 0 .D 0 z v �1. n �• ' -=88B.80 +2 I W "I CU�tB INLET (D y .y OF t „ BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF T„ �,Q z I I T ' ' �- + Y.'� W + -�+ �W,... +4.:: W w +..:� W W W `.. W + W + _ W + . W J?. 0� , .... ' + J%'� + � + � P W :1 ' 'w � �� -,, a r ' ° x � + + + TC'=893.0`1 I woe_' 0 11) COVER SEED TO A DEPTH f2 � � .-o 1 W + + w `}. W• :J.0 + P +� Q rp .. `k �",p W, .y INY„OUT75.2� S.f. + + W. _ + i .;. . LE.e - R ACRE. APPLY TACKIFIER TO STABILIZE a�.� ,� Z -� ui :,I +. + + W + W W + ` W 4A' R Q. W W W W •� STRAW OR HAY MULCH At A RATE Of 1 TO 1 /Z TONS PE ui 1 SAN STR WyC925y / 6 S o y. s O + W: + W I 8 84WAC. W W y °iNV 8$9.93 y \ EMT. . C) e, N a .< O 6'v INV IN=875.32 c-•�1� STIR " , , i, + + + . + 4T- ___ - F'' / 1 '7 + ':' W o ,. + 7J- F •8 M RGE CY • r STM STR 724 1, i:. W �� + W W W W W -W' W I,:. INVWOUi 579.897 CP y y 5 Y W 37791 S. O� a y W J. J W + + + v' J ° 010 ��1Q o zo m n c� U n A F ye W W W W I W. • y. O, O Q y C7� Z Z CES 1 ,, 'e '., + +NATIVE GRASS 1. /LW y W W 41':. W 40�!$S �. - '' ' U /,�• SO. W h W W W 0868`AC. yt w a F7 y +'W y W S n. y i J y y :• y ac�o 'q DO NtlY 1(oN' 9 .. j,,�JV INy879.$,9 .li W y ^� + s W + +0.941 ACw , .' e\ + J _: W W + W J I W W °' y �� 1^2) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. _z W�„W W N INV 875.00 y + + W }} , SO O W 1D + W + W:, W + t d 1�• oQ 9i 0 Y 89 0 D J.. y... .• N p i o -a n _ J i I I 1 + . 7 d - O' 44" ,+• d 5~ O,q> 0� • y • � w + 4Y .!': .+. 'Std.. „' - • ' : v, r y„- y y + + J' .' J''- W .+' + + y . • .+. •J' 1��W •(. • y y y + '\ /W W, +: ,W • • • • + ' ,y• - EP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. z 25 OF 12 RCP �• / B q + oe ti Q >l Lqj- W 0`j \i ° W 6°WTHIC1<40EWALK m W + 13) KE O X U ' . F THE-GRASS >, y W W k / b J J' . w .W. . N W .+. m W : p\.W. \0 5 pR FOR E ERGE CY Z ® 0.32 -z y W ;',W W W y �, y Q /�, C e y y W W O (� W O J 1 �1� 6 g�4 W . J w W i� T HOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN to ` oc40�S2 00011 1 104 AC DTJ.IN, MVn MLI. _ y U W W . w . Q.W.�Y �O J.• '�\ / • • W. w l W W W W : '� 'V . W ` Q W J W W. W'; + \ •l.• •Y �: + (� \w. ..Y. .� w .'u• •J+ J:• w .4L. �i P��� ��'�•1� c'/t/��\�" W ACCES LAN d "� v . oz Q, 14) RESEED AREAS THAT DO NO S W cn W V7�,�j_N(/I V1N STM STR 725 y +. !.w w w \Q Q /• rP > F ,i. •+• y. .y. y v W• •w�' ° "' J W 6 W p - i W + W + + W r Wig W W + + V l'e •_: , (� ,. ,, }yII , v e ` `� ' � ACCEPTABLE STAND OF GRASS IS ASSURED ���� BEEHIVE INLET :, :, O W � h ,� .� ,,,"'VVV + . .+. .J: bS Y� C>~ ¢ � + y : 0 ( J' W 'W •f •+• •J• • + W ty' ! f �. " W ' ' J'' '�'' '� L' • • • • y • • • • / `>OF, g93 96 + ..•�. + � '+ ".'Q� `t HALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS TC=S79.00 ., , •. . . . • • . , ,..(any . •r. . . O • '\ �4 4Y "� W W W W �J • . . . '�„� . •59t"VJ . ,1(J�' y• ',,,' W W' W SAN $TR wLes31 • 15) ALL LAWNS S '\r + W W + W W y '. W a �� sy +'r' + titi, c E T = 5.50 + o� POTS COMPRISING MORE THAN 2% 0 \\11tlullll// INV OUT-875.080 I +: W + �: �?; :_ : 0O / p�' �` e + W + + w + + + s �- -38 0 c� p ^ y y pyV W . W y c ss W y Q -a AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARES \\\ /// �t .r 7 " ' ` s `- w W : W W W W: �r0' '\ O (�. �, ,, e\ W W '.. . ' •�• F INv iN=875.18 . . + Wt147NEY - h_ + + W 1.". . . . �a . � ;� / + W + W y � . . o.s ��• a :L � boo � ✓o•. + Iryy our�55s.�s y - AN ACCEPTABLE STAND OF \\ /// y W + w h P ti + + + + + so, art b W W p W JW �� ' ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL C \\\\ H. �// + w DO Nor Mow/Ef•r:s7 -, ib �y,8a$' � �; / + + _ _ nw n. r , .. - . . . • 0. . . . • W • 1'TG C1, `,��v\ y W W .. y' W W y J, . /'. `Y W -OO• m lU -_ �� OB \a•�'6 • . .W $ �' • - • S Ct' \\\ �I� //// + W + W' y y. 5 ,� w o �� tuTnE CRASS ARC W W W W r W W „W FW. .J:\ 889.ao ze} �% b y O GRASS IS ESTABLISHED. �\ (!1ST£ F�I 1;:^. : V P� ,\ �W. J',.�DD NOT 1iOW RA4fiL,SIGN .'�. d- 25+ *4 42 5A Q0 W 39+ w w. +. .. ,Y +, + + + W .4" °mow. ` i ' ' 3 9,SJF. W o + ? . .+. W, e \t' : 0 Q W y y y' W w W .+ J ! 6 >z 7 4 cal' W s ; UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT Q FQ o lk.i I ,' = "' + :350 rn � �� ---�_,._� � � W � W J W W W. W W W q ov> � 8 0 J____.-- C ;55Q J .. ,y J Y W 1 ,,, w �t 1 r>) ALL LAWNS TO BE MAINTAINED y 76 AG:. . 1.4Y. W y 1 �'\QjPC' W J. W •W• J o 1' 0�+ :+ W W W + + 'W dO 9^ J' y LY . - V^ : - O V` • :. ,y + W + W -+_. `Y. W , "•W W `Qp F v, 4 �\ . . . . p'• . . . . 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W + + ,; • o 0 VJ'� �,y r+ W W W + ',..+ J W w NOTIA40W tUT SIGN ®...:�90 V,t v_ _ o ! W I '+: W W + W 2 YR. FLOOD ELEV. = 877.73 V n �F W Q• / ° "W W W W + W ,. W..,'..,:+ W + +.' + __ 10.YR. FLOOD ELEV. 878.32 I W STM4 STR 30 IBJ. 889 Q - c6 Cr - . . tA7T y _ + °' ME + W W O 100 YR. FLOOD ELEV.= 679.62 + W o,v _ W . + 7 + . +,1[ Ti�vE�JyCN�pA{SS�W , W } �• r: •. • - W .W .. y 8840 y +. W W W W / •_.. S , / W I Nk•1' BY 4P•"'''W� ,711 1 • • a_�u o I W w y ,. :1 - - + + 'O _ aeNK El_FV.t= t W N ! + �. •Ls w M ' ' .+. .: 9011D AMANHOrE+ + J n.4$� W + + W + W � w TOp-O� 881.80 :'+ + TG_c84.SD + W + +;, W W + + + STtN STR 39 ' :+Y y: e+. W�: + + W W W W +., W + + W +. C. y. . n ,V W Y 1,4 +- - +/ + '`'• / • ±--___ ---BOO.._-,y'„---_-. ,. I.-: ,_ ..W:: +., +,..:: + ..,.W °417-- y y,_: + W •'J _ -___- +• ION OUL- 578.72 W W• `�•o. + JCE + ,�,, .�,� W *V . Wv y + y , - _-�_�-� - 4 III = THE GR155 W. . 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SW Inv-856.2 EMERGENCY SPILLWAY \Ez: San MH Go.,ya... x.-89 MH G.go d- SW ,/BEM J SERI CHECK DAM/ 174.94' YC 890.16 890 SEDIMENT TRAP SWALE/BERM Ex.(w)INV-876.6 I c TC.-882.08 EX.(E)INV-876.9 --` TEMPORARY 11"l ELEV. 879.62 W Inv-869.8 NE Im 88739 PROP.(N)INV-86 DIVERSION `- ,o I I . / E Inv-871.3 V' �' BL CK 19A �C SPILLWAY Ex. San MH G.O. o of U �\ O 0 V r. SWALE/BERM E 4 TEMPORARY T.0-887 77 Be i rc� ��P�Ga 890 O - �� �G I ROCK DAM/ SE SW S M SE Inv8B79.4 e o T M 3 3 � la ���S:O�0 Z., �\�����F SEDIMENT TRAP TEMPORARY 10' 1DAM/ , I G& I� 'I" � BUCKEYE PIPELINE Cci� SEDIMENT TRAP( �w iv a I� Lo MR. ED GARZA BUS. 291-3121 CELL 502-2029 0 4527 N. MERIDIAN ROAD INDIANA 46750 '� � � r HUNTINGTON, D MARATHON PIPELINE LEGEND MR. DEREK SHEETS D - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) O � r 1 _ BUS. 291-9460 CELL 432-4356 `/ 2 - PERMANENT SEEDING ----`�' � 10722 EAST C.R. 300 NORTH 30% COMMON BLUEGRASS APPLICATION RATE: O 3 INDIANAPOLIS, INDIANA 46234 -- 50% FINE PERENNIAL RYE GRASS 5 LBS/1000 S0. FT. 20% CREEPING RED FESCUE O d DOTE APPLY 10-6-4 FERTILIZER AT A RATE OF HOLEY MOLEY SAYS ° � H 1r -NOTE- 15 LBS/1,000 SO. FT. TO ALL PERMANENT SEEDING AREAS 3 THIS PLAN INDICATES EROSION CONTROL MEASURES "DIG SAFELY" w q C 0 6 - EROSION CONTROL BLANKET W/ PERMANANT SEEDING (SEE ABOVE) f4 �� a O F REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING 6z�SZSan a �, o / a NORTH AMERICAN GREEN 5-150 (OR EQUAL) "IT'S THE LAW a -WARNING- HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR == - STRAW BALE EROSION CONTROL DAM CALL 2 WORKING DAYS BEFORE YOU DIG � W 1 N THIS PLAN TO BE USED FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER 0 ALONG SWALE FLOWUNE (SEE DETAIL) a 1-800-382-5544 W L o o EROSION CONTROL PURPOSES ONLY. FOR DEVELOPMENT. COORDINATE WITH THE CITY OF Ej - BASKET TYPE PROTECTION FOR CALL TOLL FREE SHEET NO. CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES CURB INLETS (SEE DETAIL) PER INDIANA STATE LAW IC 8-1-26.ON o M SCALE: 1 " = 60� - SILT FENCE INLET PROTECTION IT IS AGAINST THE LAW TO EXCAVATE REQUIRED DUE TO SITE CONDITIONS. � AROUND BEEHIVE INLETS (SEE DETAIL) WITHOUT NOTIFYING THE UNDERGROUND o --Sr-- SILT FENCE (SEE DETAIL) LOCATION SERVICE TWO (2 WORKING C502 %•0_ n c 0 o v, DAYS BEFORE COMMENCING WORK. W V 0 30 60 120 iN .12 PROJECT N0. _°ter Uwm W06-003 _j Z �o O1,=W 1 -,�- i 10 9 8 7 6 5 4 3 2 1 3/8'TREATED PLYWOOD 48"x24'PAINTED • r1 10'MIN. C/L SWALE EROSION CONTROL NOTES SECTION A - CONSTRUCTION PLAIT ELEMENTS THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT WiTH CONCRETE CURB AND GUTTER, � vii � V 12'FILTRDXX BUCK LETTER 6'HEIGHT SECTION B - STORMWATER ENCLOSED STORM SEWERS AND SWALES, EARTHEN PADS FOR FUTURE HOUSING AND PUBLIC UTILITIES. �O C FILTER SOCK CONCRETE 11/3 I t/3 1/3 I i. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT Al PLAN INDIX - SEE EROSION CONTROL PLAN SECTION C - STO.RMWATER POLLUTION THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW. �G M N (WWW.ALTREXX.COM) , STRAW BALES BURIED 3" WASHOUT 0.5"LAG SCREWS BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR A2 11"x17" PLAT - (REDUCTION OF EROSION CONTROL PLAN TO BE POLLUTION PREVENTION PLAN - PREVENTION PLAN-POST-CONSTRUCTION PHASE NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED 'IT 11 An FIRM LOCATION OF LANDSCAPE BEDS. SUBMITTED WITH FULL SIZE PLAN) C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ROOTING ZONES, UNIQUE AREAS WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION 00 00 I. CONSTRUCTION PHASE (E.G.( ) A3 PROJECT NARRATIVE - THIS IS A PROPOSED RESIDENTIAL ASSOCIATED WITH THE PROPOSED LAND USE - SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS. h h STAKE(M.) B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - 3' DEVELOPMENT ON APPROXIMATELY 59.097 ACRES. THE CONSTRUCTION POTENTIAL POLLUTANTS FROM POST-CONSTRUCTION M M 00 �J 10'MI 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES. POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY CONSTRUCTION SEQUENCE: '7Qi SECTION LINE WOOD POSE 3'x3"x8' SHALL CONSIST OF 32 LOTS, ASPHALT STREETS WITH 1 ENTRY DRIVE, SUCH AS ASPHALT FROM PAVING; CONCRETE FROM ACTIVITY SUCH AS NUTRIENTS & PESTICIDES; SANDS AND _ 911111 SEWERS, AND GRAVITY SANITARY SEWERS.3'-#4 REBAR STAKE CURBING, SIDEWALKS, AND DUMPTSTER PAD; OIL, GREASE, SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, A.PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 10 MIL PLASTIC LINING - A4 VICINITY MAP - SEE UPPER RIGHT OF EROSION CONTROL PLAN ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM 1. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. TO EXTEND To FILTREXX ,I SHEET C501. ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM 2. SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. FILTER SOCK 3' MAINTENANCE: GRADE END STAKE SHALL CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO SAID SIGNS SHALL BE PLACED AT WEST ROAD ENTRANCE ADDITIONALLY, NOTIFICATION TO BE HIGHER THAN TOP OF PIPE A5 LEGAL DESCRIPTION - SEE LOWER LEFT OF EROSION CONTROL PLAN LATH ID FLAGGING ON PIAR 1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT. AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD TO REDUCE THE CONTAMINANTS FROM ENTERING THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND THE CiTY OF CARMEL SHALL BE ALL SIDES 2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO SHEET C501. BE PROPERLY ATTENDED TO TO REDUCE THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE � � TV/1 10 MIL PLASTIC LINING STacE(TMR•) UNDERMINE ENTRENCHED BALES. A6 LOCATION OF ALL LOTS AND PROPOSED SfrE IMPROVEMENTS - L-AT: REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE REPORTS. A PRE-CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY A 12'FILTREXX FILTER 3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION 2"x2" STAKES-- 39.59'12", LONG: 86'14'13" CONTAMINANTS FROM ENTERING THE STORM SYSTEM. CONCRETE WASHOUT SIGN CONSTRUCTION ACTIVITIES. Z SOCK NGTTOSCUE ACTIVITIES AND REPAIR IMMEDIATELY. �� TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS 4. AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND SILT FENCE A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201120070 3� SEM N SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA FROM ENTERING IN THE STORM SYSTEM. B.CONSTRUCTION ACCESS DRIVE - TOP SOIL STRIPPING & STONE PLACEMENT SHALL BE INSTALLED �i \ A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS - NOT APPLICABLE AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN C2 SEQUENCE DESCRIBING STORMWATER QUALITY AS SHOWN ON PLANS AT ENTRANCE FROM WEST ROAD. CONCRETE WASHOUT AREA TO BE 1 \-OFTEN END SECTION INSTALLED AND MARKED AS SHOWN. N° STRAW BALE PLACEMENT #� A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - THE STORM SYSTEM. MEASURE IMPLEMENTATION - AFTER FINAL GRADING OF a I.WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. FOR EROSION CONTROL �� (SEE SEQUENCE DESCRIBING STORMWATER QUALITY PONDS & OUTLET STRUCTURES FINAL SEED POND BANKS C.PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF 1 r^ 2.DRY CONCRETE io DE REMOVED FROM SITE PERIODICALLY AND POND OUTLET STRUCTURES DISCHARGE INTO LION CREEK SEE EROSION MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING WITH RECOMMENDED NATIVE SEED MIX. BOUNDARY LINES AS WELL AS THE BANKS OF LION CREEK. TEMPORARY SWALE AND SILT BASINS DISPOSED OF BY APPROVED SIGN SS. �' CONTROL PLAN) _ 3.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. (NO SCALE) A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON SEE COS NATURAL GRASS DIVERSION AREAS/SWALES TO BE TO BE PLACED ALONG BANKS OF CREEK AS SHOWN ON PLANS. BASINS TO BE BUILT PRIOR TO a Q OF THE TEMP. CONCRETE wASr{otn FaclLrry SEE CONSTRUCTION SEQUENCE ON THIS SHEET. INSTALLED AT TIME OF POND OUTLETS & SWALE AND IN PLACE PRIOR TO ANY LAND DISTURBANCE ON TRACT. AND ADJACENT TO SITE - LION CREEK B3 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL A11 IDENTIFICATION OF ALL RECEMNG WATERS - LION CREEK/LITTLE PLAN AND SEE DETAIL SHEET 41. CONSTRUTION & SEEDED WITH NATIVE GRASS SEED MIX. D.EARTHWORK - TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL. CONCRETE WASHOUT MAINTENANCE: EAGLE CREEK C3 DESCRIPTION OF PROPOSED POST-CONSTRUCTION TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED AREAS THAT REMAIN UNALTERED FOR Ii 2" - #2 STONE 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. B4 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS - STORMWATER QUALITY MEASURES - DETENTION BASINS MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON LAKES. DIRT FROM LAKE AREAS TO �! MPE BELow GRADE Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - SEE EROSION CONTROL PLAN BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. STREET 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. THERE ARE EXISTING WELLS AND SEPTIC SYSTEMS ON SITE THAT SHALL BE WITH NATURAL GRASS DIVERSION AREAS SWALES GRADING TO BE COMPLETED AS CONSTRUCTION PROGRESSES. FINISH GRADING OF POND BANKS, FILTER FABRIC 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS/SWALES COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. ALL EARTHWORK 000 x THE FENCE OR IS CAUSING FABRIC TO BULGE. ABANDONED PER INDIANA STATE BOARD OF HEALTH STANDARDS AND AREAS - SEE EROSION CONTROL PLAN INSTALLED AT OUTLET LOCATIONS; GRASS SWALES, OVER PIPELINES SHALL BE DONE IN STRICT ACCORDANCE WITH MARATHON & BUCKEYE PIPELINE UNDER FILTER 4.4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. APPLIED FOR BY ALL REQUIRED PERMITS. SEE SITE B6 STORM SEINER INLET PROTECTION MEASURE COMMON AREAS WITH TREES AND MINIMIZATION OF LAND GUIDELINES. ° MAINTENANCE: 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, PREPERATION/DEMOLITION PLAN FOR LOCATIONS. LOCATIONS AND SPECS - SEE EROSION CONTROL PLAN DISTURBANCE. NATIVE PLANTINGS ON POND BANKS (SEE IT �r1 i. IF WEEKLY AND AFTER EACH STORM EVENT. CONSTRUCTION ENTRANCE BRING DISTURBED AREA TO GRADE AND STABILIZE IT. A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - B7 RUNOFF CONTROL MEASURES - SEE EROSION CHART ON SHEET C501). MOWING AND NUTRIENT E. SANITARY SEWER - INSTALLATION OF GRAVITY SEINER SHALL BEGIN WITH "OFF-SITE" SEWER FROM x 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. (NO SCALE) SEE EROSION CONTROL PLAN FOR LOCATIONS CONTROL PLANS APPLICATIONS TO BE KEPT AT A MINIMUM. CLAY TOWNSHIP REGIONAL INTERCEPTOR LOCATED WEST OF CONSTRUCTION SiTE, AND CONTINUE a 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE A14 PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK B8 STORM WATER OUTLET PROTECTION SPECS - SEE C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND WITH SANITARY SEWER ON SITE CONSTRUTiON. DISTURBED AREAS TO BE TEMPORARY SEEDED AS OR IS CAUSING FABRIC TO BULGE. MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. FLARED END SECTION DISCHARGE (10 YEAR) EROSION CONTROL PLAN CONSTRUCTION IS COMPLETED. LATERALS TO EACH LOT TO BE PUT IN PLACE AS MAIN LINE IS 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 2, GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY CONSTRUCTED. AS-BUILT INFORMATION IS TO BE PROVIDED TO CTE ENGINEERING UPON 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. - LAKE SM-S-W: Q10pre=33.17cfs Q10post=1.05cfs B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND MEASURE - LAKE SM-S-W LOCATED SOUTH OF LION COMPLETION OF EVERY THIRD MANHOLE SET. DISTURBED AREA TO GRADE AND STABILIZE iT. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WiTH PROTECTION - LAKE SM-S-SW: Q10pre=8.55cfs 010post=0.678cfs SPECS - SEE EROSION CONTROL PLAN LAKE SM-S-S: 010pre=15.24cfs 010post=0.84cfs B10 STORMWATER QUALITY CONSTRUCTION DETAILS - CREEK AND ON THE WEST PROPERTY LINE. - LAKE F. STORM SEWER - CURB INLETS, YARD INLETS, STORM PIPES & STREET UNDERDRAINS SHALL BE 1"X2" HARDWOOD CONTENTS INTO A NEW BAG. NO SCALE SM-S-SW LOCATED SOUTH OF LAKE SM-S-W AND ON CONSTRUCTED AS WARRANTS. LAKE CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION 0 CROSSBRACING 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. ( ) - LAKE SM-S-SE: 010pre=10.87cfs Q10 Est=0.81cfs SEE EROSION CONTROL PLAN 2"x2"x36' HARDWOOD 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, p THE WEST PROPERTY LINE. LAKE SM-S-S LOCATED of INDIVIDUAL LAKES. PROTECTION TO BE PUT IN PLACE AS NOTED IN "C" ABOVE. SILT V CATCH BASIN STAKES WITH PDWOOD END BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. - LAKE SM-S-E: 010pre=7.65cfs Q10post=0.69cfs Bl l TEMPORARY SURFACE STABILIZATION METHOD FOR FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL GRAVELBAG CURB PROTECTION / - LAKE SM-N-N: Q10pre=17.04cfs 010post=1.07cfs EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART SOUTH OF LION CREEK AND ON THE SOUTH PROPERTY i DRAINAGE - AT 5' O.c. LINE. - LAKE SM-S-SE LOCATED SOUTH OF LION PLACEMENT AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET STRUCTURE - LAKE SM-N-E: (.1Opre=2.39cfs Q10post=0.35cfs B12 PERMANENT SURFACE STABIUZATiONS - SEE CREEK AND IN THE SOUTHEAST CORNER OF PROPERTY CURBS ARE STARTED AND PIPES INSTALLED. 1/2" X 2" x 24" WOOD - LAKE SM-N-NE: 010pre=15.72cfs 010post=1.02cfs SEASONAL SOIL PROTECTION CHART z LATH AT EACH STAKE FILTER FABRIC SHALT_ BE 6" A15 ADJACENT LAND USE INCLUDING UPSTREAM WATERSHED - B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN - ALONG WEST ROAD. - LAKE SM-S-E LOCATED SOUTH G.UTILITIES - COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE N y0y W STABILIZATION RESIDENTIAL SEE OPERATION AND MAINTENANCE MANUAL FOR BEST AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO I!�-I OVER FABRIC I{AND HOLD. ALL AROUND FOR - OF LION CREEK AND NORTH OF LAKES SM-S-S & BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. C PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. 36" WIDE NONWOVEN A16 CONSTRUCTION LIMITS - AS SHOWN ON EROSION CONTROL PLAN MANAGED PRACTICES, POST CONSTRUCTION WATER SM-S-SE - LAKE SM-N-N LOCATED NORTH OF LION PERMANENT A •////I//// /VH CREEK AND THE NORTH CENTER OF THE PROPERTY. POLYPROPYLENE FABRIC SEEDING � A17 IDENTIFICATION OF IXISTING VEGETATIVE COVER GRASS, WOODED QUAILITY MEASURES AND SPILL PREVENTION. H.PAVEMENT - LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE h _ AREA B14 MONITORING AND MAINTENANCE GUIDEUNES FOR - LAKE SM-N-E LOCATED NORTH OF LION CREEK AND PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND GRAVELBAGS SHALL REFER TO SILT FENCE SEEDING T A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE EROSION EACH STORMWATER QUALITY MEASURE - SEE STORMWATER EAST OF LAKE SM-N-N. - LAKE SM-N-NE LOCATED BE ADJUSTED TO ORIGINAL LOCATIONS AND REPAIRED IF NEEDED. TEMPORARY SEEDING TO BE ~ SECTION FOR EMBEDMENT DETAIL CONTROL PLAN QUALITY CONSTRUCTION DETAILS NORTH OF LION CREEK AND IN THE NORTHEAST CORNER PUT-IN PLACE ALONG BACK of CURB IN ACCORDANCE WiTH STATED PLANTING CHART. MAINTENANCE: TEMPORARY C -� D� p° po SEEDING E '////I////'--� ° ' ° ' A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER B15 EROSION & SEDIMENT CONTROL SPECS - SEE OF PROPERTY ALONG WEST ROAD. I. FINISH GRADING - FINISH GRADES WiTH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. D _ D SYSTEMS - SEE SITE DEVELOPMENT PLAN SHEET NUMBER C502, ALL LAKES THAT OUTLET INTO LION CREEK TO HAVE CONTROL BLANKETS AROUND LAKE AREAS AS SHOWN ON PLANS. RIP-RAP TO BE INSTALLED 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. SODDING F" '/////I/////•--P ' o? ` A20 PLANS FOR OFF-SITE CONSTRUCTION ACTIVITIES - SEE OFFSITE NATURAL GRASS DIVERSION AREAS/SWALES INSTALLED AT AND/OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1 3 OF THE HEIGHT OF THE FENCE D. ° OR IS CAUSING FABRIC TO BULGE. v 14. a° SANITARY SEWER PLANS TIME OF OUTLET CONSTRUCTION. PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. MULCHING G A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR SEE EROSTION CONTROL PLAN. J. CLEANUP -- CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL o � o � > � 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DQ D° BORROW/DISPOSAL AREAS - ALL EARTH MOVEMENT AREAS TO BE PLACED C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR AREAS of DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. z 0 Ei o DISTURBED AREA TO GRADE AND STABILIZE R. A = KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 4D LBS/ACRE; --I ° -, PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. o D IN FINAL LOCATION AT TIME OF INITIAL EXCAVATION. EARTHWORK PROGRAM POST CONSTRUCTION STORMWATER QUALITY MEASURES - CONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY UNWANTED E„ ° < w W o m J Q m - v III-III- MATERIALS; WASHOUT SIGN TO BE REMOVED. ALL INLETS AND END SECTIONS TO BE CHECKED v d I C:, w ° CO SILT FENCE INLET B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; „ TO BE ADJUSTED TO ELIMINATE STOCKPILE AREAS. 1 HE PONDS AND STORM SYSTEM TO BE MAINTAINED BY W p z M m0 z PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. --I v Q I=I I -� I A22 IXISTiNG SITE TOPOGRAPHY - SEE EROSION CONTROL PLAN AND AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. ti a ° v w (0 PROTECTION DETAIL OWNER. ROUTINE INSPECTION AND MAINTENANCE AS 0 - 0 ° rn d w E- C = SPRING OATS 3 BUSHEL/ACRE. EXISTING CONDITIONS PLAN a n tD w a x d D = WHEAT OR RYE 2 BUSHEL/ACRE. III o; v°. REQUIRED. LOCAL VACTOR COMPANY TO REMOVE K.FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED a ra ° ra ra c> ca NOT TO SCALE A23 PROPOSED FINAL TOPOGRAPHY - SEE SPOT GPNDES & FLOW SEDIMENTS, OIL AND OTHER FLOATABLE POLLUTANTS WITH CONSTRUCTION. (NOT E = ANNUAL RYEGRASS 40 LBS/ACRE. (1 LB/1000 SQ. FT.) - FABRICATED METAL ARROWS PROVIDED ON DEVELOPMENT PLAN & ERCS!ON CONTROL PLAN F = SOD D WIRE BASKET v` I-I I Iu A VACTOR. DISPOSE OF ALL WASTE IN ACCORDANCE J J J J J J J JJ J ° I L INDIVIDUAL BUILDING CONSTRUCTION - REFERENCE DETAIL SHOWN ON THIS SHEET FOR EROSION G = STRAW MULCH 2 TONS/ACRE. -III ° - >+ n o 0 0 0 o n o 0 0 v I WITH IGEM. CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE m +/I/ IRRIGATION NEEDED DURING JUNE, JULY, AND/OR LNG SOD. o I SEE THE WOODS AT LIONS CREEK OPERATION AND FAMILY DWELLING UNDER CONSTRUCTION. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. I I I � ° ���������� 0000000000 MAINTENANCE MANUAL FOR BEST MANAGED PRACTICES ( ) M.PERMANENT SEED ALL AREAS OF DISTURBANCE. w -�r7 N rn--rn 00 M RUNOFF D° AND POST CONSTRUCTION WATER QUALITY MEASURES. E- N ON NM°O SEASONAL SOIL 1 I 1=) D ° D ° Q UD�°�cc)°° PROTECTION CHART ° GRAVELBAG CURB PROTECTION J (NO SCALE) MAINTENANCE: 0-- -� v) 0 a) (FOR INLETS THAT ARE IN LOW POINTS) t. INSPECT AFTER EACH STORM EVENT. �- W-_. � MAINTENANCE: 2. REMOVE SEDIMENTATION AND REPLACE FILTER FABRIC AS REQUIRED, BMP OWNERSHIP NOTE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. AFTER EACH STORM EVENT. 3. PERIODICALLY REMOVE SEDIMENT AND TRACKED-ON SOIL FROM THE CITY OF CARMEI_ HAS SPECIFIC REQUIREMENTS FOR THE TRANSFER OF -� _ G `1 W � 2. GRAVEL BAGS ARE HALF FULL WiTH ROCK LARGER THAN THE INLET THE STREET. OWNERSHIP OF BMP'S AND THE MAINTENANCE AND INSPECTION OF BMP'S. � � N THE CITY OF CARNET SHALL BE CONTACTED AT THE TIME OF THE TRANSFER � ) W z�3 � ° GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. LL J W�W Z O 3. IF BAG DETERIORATES OR IS DAMAGED. REBA G W BASKET CURB INLET PROTECTION OF OWNERSHIP. FROM THE TIME THE OWNERSHIP OF A BMP IS TRANSFERRED U) °"�° V) CONTENTS INTO A NEW BAG. Z o¢ o 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. -- -- - --- - 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT, (NO SCALE) FROM THE DEVELOPER TO AN HOA OR OTHER OWNER, THE HOA OR OTHER �� �000� BRINGING DISTURBED AREA TO GRADE AND STABILIZE fT. cr-OWNER IS RESPONSIBLE FOR INSPECTING THE BMP ONCE PER YEAR AND Y W Z pf W Q O�(nU dW���d POST 4" DIA. WOOD OR 1.33 SUBMITTING AN INSPECTION REPORT. THE FIRST REPORT IS DUE ONE YEAR Q '-ooM,C5 U=�� LEIS FOOT STEEL 10' MAX. ` I-- a o W X 0 o AFTER THE TRANSFER OF OWNERSHIP, WITH SUBSEQUENT REPORTS DUE EACH HOLEY HOLEY MOLEY SAYS o Xo�N�NNNN� RIP-RAP SPACING YEAR WITHIN THE MONTH OF THE ORIGINAL TRANSFER OF OWNERSHIP. W �Ln 2u � WIRE FENCE 14 GAGE !! !! z (MIN)-6" MESH SPACING A EL M oc,0000c, � DOZfn M NNrnO "IT'S !! w IYW�Q�LJ��w? (MAX) FASTENED BY 1"' WIRE THE LAW WCD Ir Xof of�� STAPLES, TIE WIRES, OR HOG I 10% SETTLEMENT-� _ __ ----DESIGN TOP WIDTH----- N RINGS COMPACTED SOIL CALL 2 WORKING DAYS BEFORE YOU DIG VY��t111111T11/LLZZ/ N FILTER FABRIC ALONG LENGTH ----------- -- _ 1-8OD-382-5544 `\ `` PROTECTED AREA ( FLOW �`\\ `` H• ,// (NO JOINTS) STAPLE OR I _ -- CALL TOLL FREE 4: 6 FREEBOARD PER INDIANA STATE LAW IC 8-1-26. ` p` F o WIRE TO FENCE Q.•:,QyG RO••'S� �� 4"X4" TRENCH TO BE I =_ -____ _ - __ _ -_ IT IS AGAINST THE LAW TO EXCAVATE NO -o WITHOUT NOTIFYING THE UNDERGROUND PLAN BACKFlLLED AND COMPACTED \ DOWN- - -_ DESIGN DFPTH I LOCATION SERVICE TWO (2) WORKING = $827 N -I- -- -- __ DAYS BEFORE COMMENCING WORK. UPSLOIPE� SLOPE 5 "O ••. STATE OF :'•� r1G . 1 SILT FENCE SECTION ALL SLOPES REAR YARD EROSION CONTROL PLAN PLAN NOTES I I►LL1�� 18" MIN. 2:1 OR FLATTER DRAINAGE SWALE RIP-RAP SIDE (NO SCALE) TEMPORARY _DIVERSION SWALE( SECTION SF--SF EROSION CONTROL SPECIFICATIONS OUTLET EROSION CONTROL (NO SCALE) J1� 1) This plon is designed as an attempt to prevent any and all sediment ALLAN H. WEIHE P.E. 8827 from leaving the construction site by way of erosion. If erosion of sediment (NO SCALE) PS /� from the site is taking place, the owner shall take preventative action / // immediately. The engineer shall he consulted in the event this happens. / SUBSOIL ) ( TOPSOIL \ ) temporary g PP y 9 STOCKPILE 1 STOCKPILE 2 Tem Oro seeding is to be applied to on roded area that will remain / I unaltered for an extended period of time. L `\\ // 3) Permanent seeding is to be applied immediately to areas that hove (n achieved final and finished grade. 4) Preserve existing vegetation on the site whenever and wherever possible U to prevent topsoil erosion. PS � i 2"-3" CLEAN STONE �_- 2"-3" CLEAN STONE 5) All sediment capturing measures are to be implemented prior to the \ disturbance of the construction area they ore intended to service. 3' FLOW 2.1 2.1 3 /\ \j\\ \ \\3' FLOW_ 2.1 2.1 3' 6) All erosion control measures proposed are to be properly maintained to N continue their effectiveness. FILTER FABRIC \//j NATIVE GRASS AREA DO NOT 1'-0" NATIVE GRASS AREA DO NOT PS FILTER FABRIC i�\ \ \\ \ \ 1'-0" 7 f grading occurs during December, January, February dormant seeding // /,./. / / /,\/ / /\/.` /,\/,\ / /• i /,\% .\ \\ /i /i,/.. //��i. /, /./� //.fi. /, i, i, /,/ MOW LEFT SIGN - ATTACH MOW RIGHT SIGN - ATTACH ) 9 9 9 ry ry 9 r \\,\ procedures shall be used. I� 1 DOWNSTREAM VIEW RIP RAP WITH 2 - 5/16" CADMIUM WITH 2 - 5/16" CADMIUM ( ) (DOWNSTREAM VIEW) PLATED STEEL BOLTS WiTH NATIVE PLATED STEEL BOLTS WITH PS HEX. NUTS. BLACK LETTERS GRASS HEX. Nl1TS. BLACK LETTERS NATIVE PS 8) During dry weather, keep lawns watered with sprinklers or other approved GRASS methods. Reseed any areas not germinating or damaged at intervals as may WITH WHITE BACKGROUND. AREA WiTH WHITE BACKGROUND. AREA 2 ACRES OR LESS OF DRAINAGE AREA 2-10 ACRES OF DRAINAGE AREA SNOT ° no NOT AREA TO BE roPSOILED, be required according to seasonal condition and/or construction activity. Water MOW I MOW I SEEDED AND MULCHED grass and execute necessary weeding until full stand of grass has been BETWEEN BETWEEN BY OWNER AT COMPLETION obtained. U ROCK CHECK DAM SIGNS SIGNS OF CONSTRUCTION (iYP.) -►- 9) The implementation and maintenance of the erosion control is the sole (NO SCALE) responsibility of the contractor and/or owner. d Z 10) It sholl be the contractor's and/or owner's responsibility to minimize U"-CHANNEL sedimentation (from on-site construction activities) from being deposited onto r� U"-CHANNEL ��{ V 1 POST (2 LBS./FT.) POST (2 LBS./FT.) adjacent properties end r constr streamsi ditches m strict coif on tr with ` Li � ,,, "Rule 5" (327 LAC 15-5, construction activity stormwater runoff control). It shall also be the contractors or owner's responsibility to obtain any approvals H �' required from the local authority and to submit a complete Notice of Intent letter to the Office of Water Management, Indiana Department of Environmental E 6" PVC PIPE ON TOP OF GRADE >¢ PS HOUSE iZ Management prior to any construction activity. z GARAGE P oa °n v,p 11) Provide- #2 crushed stone construction entrance(s) to site from W F' o streets/roads. RIP-RAP ° I--I (PER INDDT SPECS) I I o �' o to 12) It shall be the contractor's and/or owners responsibility to implement on MAWTENANCE' � ;o �'t erosion control plan for each lot. The builder may implement o different EXISTING GRADE erosion control plon as long as it meet or exceeds Rule 5 regulations. EXISTING GRADE Z INSPECT CHECK DAMS AND .NE CHANNEL AFTER III III O EACH STORM EVEN7, AND REPAIR ANY DAMAGE coNSTROCTION rr ` 6" PVC OU-FLET IMMLDIA TEL Y. PS ENTRANCE/EXIT C 4 c STRAW BALES PS N RIP-RAP 2:t SLOPE OR LESS a -� T IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, vl_I I I� I-III--- III- I I 1=III-- � PS '� °• 1 (PER INDOT SPECS)- z< I Exlsnrlc GRADE CHANNEL RIPRAP LINER IN THAT PORTION OF THE III-III- -III III- III III_ Q INSFALL AT CUTLER o+ SEDIMENT TRAP ---- - --_ O 3 INDIVIDUAL LOT EROSION w REMOVE_ SEDIMENT ACCUMULATED BEhiIND EACH _ _ III-III- III III-- III-III- CONTROL PLAN PLAN o C/L OF SWALE FILTER FABRI SEE PLAN FOR DEPTH J DAM AS NEEDED TO MAINTAIN CHANNEL CAPACITY, - III I I� I I-III -III-III a' c NcR E ALK 4' C NCR E WALK LEGEND wl TO ALLAN DRAINAGE THROUGH THE DAM, AND TO III-III-� IIII-I I_ III_- III I I-III_ U _ PREVENT LARGE FLOWS FROM G.'SPLAC7NG _ _ ► -- FINISH GRADE/WATER FLOW o SEE PLAN--►1 SEDIMENT - III I I-III _ - III I_ I I CURB & GUTTER III-III -III-III III-III III-III CL TI9�CURB INLET - PROPERTY LINE/DRAINAGE SWALE Q V 1 (TOP VIEW) (CROSS SECTION) ADD ROCK 70 THE DAMS AS NEl-JED 70 MAINTAIN PROTECTION w q `o N DESIGN HEIGHT AND CROSS SECTION. a Q PS - PERMANENT SEEDING T•.Ly L-� N o TEMPORARY ROCK CHECK DAM W/SEDIMENT TRAP WHEN 7HF DAMS ARE NO LONGER NEEDED, _ STREET GENTERLINE _ i a REMOVE THE ROC AND STABILIZE CHANNF_L, - RIP RAP/GRAVEL DRIVE/EXIT PAD W y o �o N (NO SCALE USiNG AN EROSION-RESISTANT LiNING IF NEEDED. NATIVE GRASS AREA NATIVE GRASS AREA SKEET NO. 0 ° I - CURB INLET PROTECTION (SEE DETAIL) DO NOT MOW LEFT SIGN DO NOT MOW RIGHT SIGN SAMPLE EROSION/SEDIMENT CONTROL PRACTICE PLAN SILT FENCE BOX AROUND (NO SCALE) FOR A TYPICAL ONE/TWO FAMILY DWELLING BEEHIVE INLETS (SEE DETAIL) oo a E ow a o (NO SCALE) _�V � C503 w m UNDER CONSTRUCTION -SF-- - SILT FENCE z �a PROJECT NO. Q p�Uj U}I- O 0004 10 9 1 8 1 7 1 6 1 11 1 A Z 10 9 8 7 6 5 4 3 2 1 � � �o ' \ \ 8'0 \ a so �\ \ \ I � o V E N n \ / — l!j1i / /' \9°G \ \ 1T1 M N W SIGNAGE SCHEDULE U, M ° \ 'O.o \ N r OOON� F o�x / / \ \ \ \ 0000. 000- AHEAD � 2: W20-1 48X48 ROAD CONSTRUCTION o D D &> M M o°o U 2: W20-1 48X48 END CONSTRUCTION - s FLAGMAN AHEAD �? r o 9�F C,Cc, `^ RBO, m H <C 2: W20 7 36X36 0 \ o < M s 2: W21 -5 30X30 SHOULDER WORK WITH FLASHERS o \ '0A h,�°°m'm \ \ N O I M w 31 : DRUM TYPE BARRICADES (INDOT SPEC 801 .09) � ' O °° �� \ / �� °� `� V 1 a z SPACED AS NOTED. " G ' \11 11 11 57 OD�00 �J O 7'� NNN �g0 I \ \ Z'� -<� I T— ^ z " FLAGGER SIGN IS INTENDED FOR o \ 9� �-7 -� \ °,,. NOTE. THE ADVANCE LA F \ s s � USE IN ADVANCE OF ANY POINT AT WHICH A FLAGGER �' \ s >s �> ° �' \ O f 0ZOOOO t ^ / o O HAS BEEN STATIONED TO CONTROL TRAFFIC THROUGH A < ` -� ,�, Tic 41 I R m < < � Z v� O F y \ - r, ►-a O CONSTRUCTION MAINTENANCE PROJECT. THE SIGN WILL \ o� p ; p I N F"""+ .3.3 I `�—.� ^?./ ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING O o \ \,� J 0 Cb ��M �� rrJ o H W THEIR STATION. " THE SIGN SHALL BE PROMPTLY z �� F� so P \ \ `�'°�w'"j o REMOVED, COVERED, OR TURNED TO FACE AWAY FROM xlr Fo, Go A �F G\ o Co CD tz 00 r-- F ,o �- %o aL o I R° a .� �� °O O THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE I �z �� ��1� `�p�� 00 \ r ° o / ire l I--+ O 8 9 69 �V ti �� =Q N A STATION." ;�°' \ \ o\�� '\ ` o �� `T' \ '� (� %-d ° z zo W . Z ��a3 ids rn c° o 0 00 '4i 'S/ � 40' B.S.L. Ln°w Q o �, x ALL REQUIREMENTS OF ` O NZ 'O �'cy rn rn `� `" —_ THE FLAGPERSON SHALL L Q a `1' o \ A F -- 0' B.S.L. 00 °Q'� W l 0' TAPER \ n 3 n 00' DE EL LANE 15' D.&U. r�_ o Q SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM ITT Q ;�, 100' TAPER 5 t 3' S ONE SHOULDER D - � N � � TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS -- - -10 L.S.E. cab m 14 H -�--- �._ -- -"" o N ACCESS EASEMEN -- -- �"�'Q t � 500' t � W DATED 1938 AND ALL SUBSEQUENT REVISIONS. — — — — — — - - — _ --- __ — - ,- 10_SE. _ A — - _. — O - — - -- 5 NON-ACCESS EASE .0 0' A HALT PATH - 10 ASPHALT PATH ---- N - CESS EAS V a THE BARRRICADES SHALL BE MOVED TO THE EDGE OF 10' ASPHALT PATH 3' STONE SHOULDER PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW - -------_,� — 1 ' ASPHALT PATH 3' STONE SHOULDER z W— nW w_ — o \� — — o _ — - - - W v� O W FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE - — - - --- - --- -- \ — .o W " SSD �,,P.) \ \. 1� CONSTRUCTION AREA. � r�1 --- ---� -----1---- ----- 6° S�D (TYP.)y --- W --- — ---t-- -- -t---- ----- ------ -------1 ----s - f---t - - t--- cn J 1— � L,ST 6., SSD Ate•--- o __ _ - _ _ _ _ _ T __ _ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _� _ _ _- _ _ __ o SO AS TO _ 00-00+0--, FENCING AND BARRICADES SHALL BE PLACED __ __ oo'oo+o ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. N FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN \ \ DOWN WHEN FLAGGERS NOT PRESENT. 500' t 500' t °zo Tom_ I r- 100' z < 500 f E, ° d WI W THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED r D c z ° 2 ° 5 0 w `° OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO 0 O O �' -' _ — — —PROPOSED 25' S.S.E.SS.E. P LONGRIDGE ESTATES c> DZ o a T ra Q n CONSTRUCTION. Z �o -Y N ° Do U O O O rn = JJ JJ JJ JJ-lJ X x � D _ 25' TEMP. CONST. ESMT. THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE X 0f �¢ °w MAINTENANCE OF TRAFFIC PLAN MM — STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT Q �, w N nr-to Xz (� W .- t`MN rn--Sao.- ENTRANCE N Q cV -O N N M Cor-i < I o o p E- '- OF TRANSPORTATION STANDARD DETOUR SHEETS AND �, o g N o 1 - z �°°°'° °'° THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL o in WEST ROAD & STREET A DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND Q ALL SUBSEQUENT REVISIONS. J Li W W ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH V) ° EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' MAINTENANCE OF TRAFFIC LEGEND _ J O W ° FLASHERS SPACED EVERY 100 . • = Drum Type Barricades (INDOT Spec. 501 .09) Clf W 2 U N Spaced as Noted With Type C Steady Burn Lights. �o P W ZJ� < Q. J l,� W Z 0- C, r la erson - Must meet Section 6F L a u wZ°i W gP NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. z o JZ=aJu=Ucn Requirements in the Indiana Manual oom� �, on Uniform Traffic Control Devices � ~ZW�WwWw� for Streets and Highways - 1988 CROSS HATCHED AREA INDICATES SCALE: 1 " = 40' o X°���� NN°; WZJZO`Z ZZZ NEW PAVEMENT IN STREET R\W oo�°xgg2o ooZin woSOV30° a ¢�wc``'a�3�of��� 0 20 40 80 - ADVANCED WARNING SIGN \\\\\\ EXISTING PAVEMENT TO BE MILLED 1 " AND �k\`""'I""'j/j/, ��� `` �,PN....H'..WcF '• REPAVED WITH 1 .5" HMA #11 SURFACE \� NO. BUCKEYE PIPELINE _ MR. ED GARZA \ tis� \ / ��» // ?� 4 \ ,�, 430 0 / �w. /\ , \ 8827 \ .oA �i� `, STATE OF ;' 4/ �. BUS. 291 -3121 CELL 502-2029 � P ' �. 4527 N. MERIDIAN ROAD \ oti_ �'��'�8�s \ \ / H NTINGTON INDIANA 46750 N r N W ��o ,� o ` \ %Fri Ile MARATHON PIPELINE (� N = �8 Z o MR. DEREK SHEETS m o° �' \ oo� rN,� �j - n >s y� W° � ALLAN H. WEIHE P.E. 8827 - - N \ BUS. 291 -9460 CELL 432-4356 -� m m o 9 ° w w \ 10722 EAST C.R. 300 NORTH Z �F '� ZOOOO R8o' �` �F / �� INDIANAPOLIS, INDIANA 46234 ° \ AA rT, TT1r �1, X \� \ \\ \ \ O N INDIAN o F� T—�Tr7�r� ` O 3 ° �� 00 FTI BUCKEYE NOTES: o o° A ` \ ���,sue, �W0N� 5�� I >6� Z °�° a '0 �l °o°' cn�o >O / v \ \ o < a 1. NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE, INCLUDING �1 00 o / v \ r{ 6j D DEMOLITION AND CONSTRUCTION ACTIVITIES, SHALL BE , p \ �f d>s c0 CO O ono ono oDOOOO E b n ��0000 1 CONDUCTED WITHOUT THE PRESENCE OF A BUCKEYE = o � n \ 1 `r'% >� � °w°W0 �� �' o O � INSPECTOR. = ` -< ►� \ 1 G' W M c°�' < �,mm m CENTERED ON THE � ° m �/ O \ pA \ '� o R38' w � 2'-�'�� ,�' Q V 2. A CURBING SECTION SHALL BE CE o p O A F y \ 0q / cl LINE TO MINIMIZE THE LENGTH OF CURBING THAT �, c N O io pG �9 3 o I o ' rn 11 n PIPE ip _-..- / p o n II n li WOULD NEED TO BE REMOVED IF MAINTENANCE IS o F�-•+ �/� Fo o i/s �p c� ' 00 00 - �" cb� Cn0000�co o '��• '\�i E""� y REQUIRED. d O \ <(\ so, p�t4S C , 0000 LI 00 in r cr1 ` 0j vw�_r 3. ALL WATERLINES SHALL CROSS BENEATH THE PIPELINE �' SG rn cO o ao WITH A MINIMUM CLEARANCE OF 24 INCHES. THE i .o \ A � CO ° I 998 C F C .O C�/ �A 00 O f� QD t--1 CONTRACTOR SHALL PROPERLY SUPPORT THE PIPELINES = I m \ ���F{ Fj Fy F LU r- o m F-► 898 69 DURING EXCAVATION AND SHALL SUBMIT A SUPPORT v F po F oo C r�,� O 5698 V I J m FOR REVIEW PRIOR TO START OF \ \(�� o X rn !' ✓' 30a3� u��dS V��` Q� PLAN TO BUCKEYE 0 EXCAVATION. A BUCKEYE INSPECTOR SHALL BE I 40 B.S.L. - I �- PRESENT WHILE THE PROPOSED WATER MAIN IS -00 Cn " � ' W Z \ '0�0 \m " ---" 0000 C 0 40' B.S.L.rn INSTALLED. ADDITIONALLY, THE DUCTILE IRON WATER I . � � �F � 0' TAPERS 00 0o a n DO' DE EL LANE 15' D.&U. � o I� ►� M co LINES SHALL INCLUDE NITRILE GASKETS WITHIN 50 FEET - �' o M 00 rn o° 00 m z L„ x 3 ONE SHOULDER 100' TAPER 4'SOLID WHITE PAINT IPE — J 1 O L.S.E. m 10 CONTINUE OT'NEGRMIrIATIN -- ���� m OF THE PIPELINES AND BE COATED WITH A / m W <o o o oz o y NON-CONDUCTIVE COATING WITHIN 50 FEET OF THE ° o NO ACCESS EASED _ _ + N w m __ AT END OF TRACT PIPELINES. — — -- _ r10 LSE.— — AA _ o N -N---A M PATH 10' ASPHALT PATH35N0N� CES�SEMEN7 4. SAND SHALL BE INSTALLED AROUND THE PIPELINE AND A HAL BETWEEN THE NEW UTILITY AFTER THE INSTALLATION OF - —10' ASPHALT PATH 3' STONE SH LDER _ 0 W-- �--=-- ----,._.. 10' ASPHALT PATH 3' STONE SHOULDER SAWCUf EXISTING ASPHALT THE NEW UTILITY. 4- - �- -- __—W W 5. ALL UTILITY CABLES ARE TO CROSS BENEATH THE `�--W...- V� ` - P ° -- N —_ EDGE FOR WIDENING PIPELINE WITH A MINIMUM CLEARANCE OF 24 INCHES. -- — o 6. SEE SHEET C609 FOR ADDITIONAL BUCKEYE - - - ° - REQUIREMENTS AND SPECIFICATION FOR WORK «� PERFORMED IN PIPELINE EASEMENT. Q 0 '00 ENI O � SAWCUT EXISf1NG ASPHALT 4-SOLID WHITE PAINT STRIPE TO C� O W EDGE FOR WIDENING rn CONTINUE ALONG PAVEMEM EDGE N O _ 3 'ERMINATING AT END OF TRACT \ � � �(G��) D z 4'SOLID WHITE PAINT STRIPE TD 4'DOUBLE SOLID YELLOW STRIPING 4'DOUBLE SOLID YELLOW STRIPING TO w HATCHED AREA INDICATES 1' MIWNG CONTINUE ALONG PAVEMENT EDGE P 4'SOLID WHITE PAINT STRIPE BE PLACED ALONG ENTIRE CENTERLINE �O HATCHED AREA INDICATES 1' MIWNG I WITH 1.5'OVERLAY ON EXISTING BE LACED ALONG ENTIRE CENT}RUNE WITH 1.5'OVERLAY ON EXISTING d TERMINATING AT END OF TRACT OF WEST ROAD FRONTAGE OF PROJECT. (12' FROM EDGE OF PAVEMENT OF W"c�'T ROAD FRONTAGE OF PROJECT. \ 4'SOLID WHILE PAINT STRIPE TO ROADWAY THE FULL LENGTH OF O W E r% ROADWAY THE FULL LENGTH OF FOR LENGTH OF PASSING LAN CONTINUE ALONG PAVEMENT EDGE' Lj o PROJECT PAVENENT WIDENING TERMINATING AT END OF TRACT) PROJECT PAVEMENT WIDENING f=, CL Q W " I fFYi n m `n DDS Q � � � .� r' HATCHED AREA INDICATES 1' MIWNG Z m C-1 a c iJ v CROSS HATCHED AREA INDICATES WITH 1.5'OVERLAY LE EXISTING D PROPOSED 25' S.S.E. PER LONGRIDGE ESTATES REPAVm WITH 1.5"HAC. it SURFACE NEW PAVEMENT IN WEST ROAD R\W PROJECT PAVEMENT WIDENING i EXISTING PAVEMEM TO BE MILLED 1'AND ROADWAY THE FULL LENGTH OF �7 rn O C7 L o o o SHEET NO. o- _ M FTI v ENTRANCE DETAIL z D o �, 25' >EMP. CONST. ESMT. _ W a� WEST ROAD & STREET A ° x — — — — — — rn fTT C601 /oar =U Ci m o z PROJECT NO. z_ a O _ QOw� 0} CL o go W06-0 10 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 10 9 8 7 6 5 4 I 3 2 � • .•••1 %p 00 L/1 � o V 0�0 0 IV�0 t-4 !� $ it�4i M M 00 N.89'43'11"W. 1472.26' EVERCEN61'SPILLWAY W EIEV.au.le ID_LSE ID'LS.F_ wWJ f5'D.AU.E__ �__ _—. .—��, rAVl -- B 10'RCDUUTED URaN FASEYEM � 1SO � (YIN 25'FRDY TW OF&NR) ? \ nDOn - Sol �r BLOCK 5 w 6A \ 4 3^ sopG`f �I o vi ,1� \ 5 '1 2 R 8 00 • \ 10 B.51 -w rcws nw t m°w Yw mmssrttslc)rlOY T Iw-e °i \ / ', Dd S E. -- TD—'D.CUE d 25'D&VE d$.S y 9� - \15'O.&VE.BLOC 25% S UON 6 ' I BLOCK — - 7A _-- - -- --_ —JD'TEMP.ESYI. 10'ESYE. 30 O ° JD' SIM91r AND REPAIR E]OS,INC P6-FYIXI AS Id;OUlrtm FOR $ 28 \ \ BLOCK 29A �\ 16' 1 28. R3. s a� 9 O L+- O xN �-. Q Qa J Q ion m. ° 50 R � z Z M � O m z p cD SL � 4z :,�,��.\E/AFAGETICi SPILLWAY - .e II 8 y/ `' �ii '� 3 B 6\ /° / Y 0000000000 xxxxxxxxx= ss-+'ssD ur nan I�I� f ' 31 OELVLS 0-I a o-1 / W J,. "O 01 cn co c000 0 c0—o M_i c_0 a Q \\\\\\\\\\ J ,so ey �`" a-.•m ur. �v� C�C�c'_' �e /�'O 3 Q co r ro co 00 00 rn rn rn rn BUCKEYE PIPELINE BUCKEYE NOTES: 3 D� `/ o MR. ED GARZA 2 ° J z S. 291 -3121 CELL 502-2029 1. NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE, INCLUDING DEMOLITION fly � / / BU AND CONSTRUCTION ACTIVITIES, SHALL BE CONDUCTED WITHOUT THE g U 27 ,�� �s 4527 N. MERIDIAN ROAD PRESENCE OF A BUCKEYE INSPECTOR. J \\ \\ II \ \ adu.E: - � �04 6� erD�E f �• ��d b, s, I HUNTINGTON, INDIANA 46750 2. A CURBING SECTION SHALL BE CENTERED ON THE PIPELINE, TO ° °co �� � ��� QQ COMMON W MINIMIZE THE LENGTH OF CURBING THAT WOULD NEED TO BE ° ELI PI Y `� REMOVED IF MAINTENANCE IS REQUIRED. o ° —� EELV e6a , / AREA D MARATHON PIPELINE \\ �• �B � � � 3. ALL WATERLINES SHALL CROSS BENEATH THE PIPELINE WITH A � W /�, - MR. DEREK SHEETS MINIMUM CLEARANCE OF 24 INCHES. THE CONTRACTOR SHALL _ 9 s \ �lo� / r-- BUS. 291 -9460 CELL 432-4356 PROPERLY SUPPORT THE PIPELINES DURING EXCAVATION AND a �WZ \ % Yw-WA.YNC ID a o v C, o 9 s= VO,y CAE �1�'� QQ / SHALL SUBMIT A SUPPORT PLAN TO BUCKEYE FOR REVIEW PRIOR W Z �° N \ a 10722 EAST C.R. 300 NORTH ° z �O� R TO START OF EXCAVATION. A BUCKEYE INSPECTOR SHALL BE Bl ' INDIANAPOLIS, INDIANA 46234 PRESENT WHILE THE PROPOSED WATER MAIN IS INSTALLED. °� wZ°��W Q 26 OCk ADDITIONALLY, THE DUCTILE IRON WATER LINES SHALL INCLUDE z E JZ= - ¢ 9 NITRILE GASKETS WITHIN 50 FEET OF THE PIPELINES AND BE Z -N�o����o -c>'W> aaN o-�e QQ COATED WITH A NON-CONDUCTIVE COATING WITHIN 50 FEET OF o X°�U1 WU)V)LonEj an, THE PIPELINES. ooJO�0000� 9 ao uns0 , m BLOCK 4. SAND SHALL BE INSTALLED AROUND THE PIPELINE AND BETWEEN W oaW�¢ej ej di(Z Q mMW 21A THE NEW UTILITY AFTER THE INSTALLATION OF THE NEW UTILITY. a dw° � �� 10 �� \� / N.W. 5. ALL UTILITY CABLES ARE TO CROSS BENEATH THE PIPELINE WITH POND 5° O R\RP Q °�F VW.D.dUE. W A MINIMUM CLEARANCE OF 24 INCHES. ����`� N H, {1r����ii We1V1 POOL Ex-.-86e9 \ 25 �� 6. SEE SHEET C609 FOR ADDITIONAL BUCKEYE REQUIREMENTS AND .��` ��:.''••G15TER...F/y '. ]Y0.FLOOD Elf-.-e659n YR nDOn ELEV.-e6eTn � ,'� '� t, LOODEF-._eea.65 �Q��"�� 7/ �'Arcu o SPECIFICATION FOR WORK PERFORMED IN PIPELINE EASEMENT. _` NO. v ' NCY SI'ILLWAV 8827 • ` a,.lz EUV. _ • _ g � / 11 � � � � •�, _ 9 / P , 4,� p STATE w COMMON \ ov N SS .. � ... J %, ���NA AREAA BLOCK 12A p s �® „• ALLAN H. WEM P.E. 8827 / 24 22 21 pIN91MET ALrFs ✓-'—_ -- EkalcEn�'SPILLWAY ; ro-e95.n t- EILV.a77.02 5 12 BLOCK o.a=- -_)BOND 13A LEGEND N .0 23 n.Rl, 10'WATER INE ESYI N 13 s°o � / / �QQ 16 D Y ENG LS(E: -}- = STREET NAME SIGN 3DEWALX W FO STOP SIGN Y9 I \ 14 2 0 U o Q SCALE: 1 = 100/ s 17 g w z c 0 50 100 200 � � 18 1 19 POND Q SM-S-S n ?° / AtlrN.V.POOL FILY.-117.73 0 FLOOD rDP OF nwP Elfv.-eee6o O c 30 O&UF � J S.8T08' 6°E. 644.70' W Eur,!i.hae RTFJ33T6 O 1 ENfRDENCY$PIILWAY J a W 3 ELEV.879.62 0 BLOCK 19A � 4uwAr V s v In W w wi w q NOTE: NOTE: PERMANENT TRAFFIC CONTROL DEVICES SIGNS ARE TO BE INSTALLED BY THE CITY ° SHEET NO. ry ARE INSTALLED BY THE CITY OF CARMEL OF CARMEL PER ORDINANCE #D-1457-00 AND REQUIRE AN ORDINANCE. AND STANDARD FIGURE 10-20. C602 00 �� v ot-ao o In PROJECT NO. 06-0031 W 2 O O nf-F-W ¢0 Ld0 O Q 10 9 8 7 E 5 4 3 2 ID 00 1 IT O H U oho oho IT *-� p s m 0 a \ N�_� BUCKEYE PIPELINE w Q� / � MR. ED GARZA Q` �w�Q��' BUS. 291-3121 CELL 502-2029 Evil \ \ / �° / 1 Q 4527 N. MERIDIAN ROAD H Z 25 / o� �� ��� QQ HUNTINGTON INDIANA 46750 W '9x cPj 9 �F O P� QF �y<c \� \ >Q� o� o� / °�� � /� MARATHON PIPELINE p, �' / �►J S J 0 MR. DEREK S LEGEND C� \1 ��SQQ o ��r� SHEETS r \ \ O �� �� / ��� / Q� o�PG;� / BUS. 291-9460 CELL 432-4356 = RIGHT-OF-WAY LINE a O INN `' \ s `` Q`/ ( 10722 EAST C.R. 300 NORTH STORM SEWER LINE ^>0 � INDIANAPOLIS, INDIANA 46234 = SANITARY SEWER LINE a Q / y • = SANITARY SEWER MANHOLE a \ \ \ I I J, \`yrlI \O o sl / �� Q = FLOW DIRECTION EXIST. CONTOURS 9 STORM BEEHIVE INLET 66 \ \90 �O� �P�P = STORM INLET A XppeB�9 /�1 ° � S Q O .0 ME INV. = INVERT �✓ w \ s T.C. TOP OF CASTING 883 �' RCP = REINFORCED CONCRETE PIPE SSP = POLYVINYLCHLORIDE SANITARY SEWER PIPE e M.H. = MANHOLE as STR. = STRUCTURE 876.1 p8e� �Q�Q�� �F Pew Pie BUCKEYE NOTES: D.&U.E. = DRAINAGE AND UTILITY EASEMENT a E� R25' eso r� �� QQ S.S.E. = SANITARY SEWER EASEMENT a ---_-`-? �A s . s . / R.D.E. _ REGULATED DRAIN EASEMENT O B.S.L. = BUILDING SETBACK LINE V 4 1 NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE I NCLUDING DEMOLITION V.W. = VARIABLE WIDTH a QS ��L' roe ��Q�oQe� 877.0 ME PRESENCE ACTIVITIES, SHALL BE CONDUCTED WITHOUT THE PROP. = PROPOSED E CE OF A BUCKEYE INSPECTOR. ME = MATCH EXISTING 2. A CURBING SECTION SHALL BE CENTERED ON THE PIPELINE, TO MINIMIZE z - TYP.- - TYPICAL � O Q� sr ooeo e�o �`b roe THE LENGTH OF CU"?B!NG THAT WOULD NEED TO BE REMOVED IF = SUBSURFACE DRAIN AND SUMP LINE f+ MAINTENANCE IS REQUIRED. - u = WATER LINE kn a 3. ALL WATERLINES SHA!L CROSS BENEATH THE PIPELINE WITH A MINIMUM 02 m kn = CONCRETE END SECTION CLEARANCE / ��0° �`� �PV �oj CE OF 24 INCHES. THE CONTRACTOR SHALL PROPERLY SUPPORT O + q, A �. d� \o �o� p. 881.0 ME ...� V THE PIPELINES DURING EXCAVATION AND SHALL SUBMIT A SUPPORT PLAN v = FLOOD ROUTE TO BUCKEYE FOR REVIEW PRIOR TO START OF EXCAVATION, A BUCKEYE ❑ INSPECTOR SHALL BE PRESENT WHILE THE PROPOSED WATER MAIN IS Q = PROPOSED GRADE INSTALLED. ADDITIONALLY, THE DUCTILE IRON WATER LINES SHALL INCLUDE STM STR #700 = PROP. STORM STURCTURE NO.ALE: 1 " 40' '� �b cP SC = `� / // NITRILE GASKETS WITHIN 50 FEET OF THE PIPELINES AND BE COATED WITH SAN STR #900 = PROP. SANITARY STURCTURE No. / �c,• SO. �� ��`' �F Q ��6 \ // A NON-CONDUCTIVE COATING WITHIN 50 FEET OF THE PIPELINES. = EXIST. TREEUNE a / o��o�Q� XS �, / // 4. SAND SHALL BE INSTALLED AROUND THE PIPELINE AND BETWEEN THE NEW o �, A �, gee e UTILITY AFTER THE INSTALLATION OF THE NEW UTILITY. 0 2O 40 SO = PROPOSED FIRE HYDRANT z a° Q o _ °� 0 `o / / �� ���oPOP��� \ / // 5. ALL UTILITY CABLES ARE TO CROSS BENEATH THE PIPELINE WITH A w I a i w w o = PROPOSED WATER LINE VALVE ti a z M mo / MINIMUM CLEARANCE OF 24 INCHES. / 6. SEE SHEET C609 FOR ADDITIONAL BUCKEYE REQUIREMENTS AND 857.3 = PROPOSED PAD GRADE a � Z w a x ¢ �• �, .�o � Q o`- o 'e, „� x � `�' �� a, is SPECIFICATION FOR WORK PERFORMED IN PIPELINE EASEMENT. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY 0000000000 STRUCTURE OPENING DOOR WINDOW � ( D WELL, OUTSIDE BASEMENT STAIR �lo lo lo�w lo co ID In obbobbbbbo TERSECTION DETAIL ACCESS, DC-) W MN O\\lo oo 843.65 = TOP OF CURB (TOP OF CASTING) E N b N N M b b 843.32 = GUTTER FLOW LINE Q wr-coc000�mmmm STREET A & STREET B 1 " = 40' W U W 0 � V7 O N W � U ~ J a W F W O = J � _ W U � N cln O a J W W Z of W N a0Ua0 N o a o¢U o co >> U Y Z Q �cn�aJL Qwa Z 'c?0CDM v)u U=U vn Zf-N Ow aaw0 z �O a- o-a-a-a,n> 0 x In�'i(n(n In In W WZJZ aZ ZZ Zw 0 0000� /�) W OOZNw(nin(nv) 2 ��� �� a ¢w��3wcfof 2 CURB INLET � \ �0�..............�F s ' / SSD ACCESS w I �0 �� �? NO. ° TC-895.33 5 I I W �`b = • 8827 • _ STATE OF - G� v DIAN /z895.4 s"/ONAL ? ��� LLj 5 01 14 � / �P�P ALLAN H. WEIIIE P.E. 8827 8 5.33 I /w' 0 G / 894.79 895.00 \ 10\WATER INE ESMT I i �J 27+72.81- / / oo�o 01), /� \�v 894.65 �N as4.s _ L ,� - -- Q, tih Q esa 4o 887.80 koo � / <Cy 1` , 894. 4 9 s0, Q� Li 894.01 ❑ ❑ ❑ / Q - / Mud TNTE Q�\A%- 8 5.2 10��GE_NCY [ANE ESMT / U ___18 .55 888.26 894.14 8 I I CURB INLET 889.00 v saa.ss �/ / Q 6 11CK SIDEWALK I SSD ACCESS d'�p n- Sgg.3 Q / FOR EMERGENCY TC=889,33 �\ \ �P� ACCESS LANE -k- CD \ `� /882.3 0 4� \_\ W m i 893.29 I I d �S QQ Q g91 84 20 �' r l E _1 I Ljj I V) o 1 884.0 ME NORM Ln / `SQO, / QQ 110 Yf W ti /,F; 00 Y C Q M 8R- a CUL-DE-SAC DETAIL CUL-DE-SAC DETAIL STREET A STREET B y V) = 40' 40' N Z Td rn 3 v z 0 z F L CD Q O c0 O E N O o w w x q w o o O r � U L N N SHEET NO. ID o° v'2 o � cam'ar w =c�D N l- . Z � PROJECT NO. J 4 no- 10 9 8 7 W06-0031 6 5 4 3 "� , 10 9 8 6 5 4 2 1 12" C TO C .-4 %,D 00 MAX. SPACING H-- -I HOOK GROOVED ON OUTLET � O r V Y BOLTS END TONGUE END ON� D SLOPE AWAY SLOPE AWAY 100 YEAR (MIN.) INLET END C B= D-C N FINISH GRADE FINISH GRADE ° PRECAST CONCRETE ADJUSTING RING 1f 11 r PRECAST CONCRETE ADJUSTING RING --24"X24" STR Is SS."A".CONIC+ IN I I APPROX. 1 O r�l 24 24 DOUBLE ROW OF KENT SEAL g ¢ c DIA. T (MIN) A= C= D= E= K= R t R 2 WEIGHT �""� '� O V N '�� E+2T ° i3 12 2" 5" 4F_ 3" 6'-2" 2-0" L-3- 10 1/8" 9" M M 00 a/ IA. DOUBLE ROW OF KENT SEAL A SPRAYED BITUMINOUS COATING OVER ENTIRE EXTIRIOR SECTION A-A - _ 15 2 1 4 7" 4'-0' 6'-3" '-6" 12 1/2 11" (7a MANHOLE STEPS PER SPECS ,r o i. SURFACE -- 12 RCP ` -- 0 18" 2 1 2" 11" 4'-1" 6'-2" 3'-0" 1.8 15 1 2" 12" 1 INFISHIELD „ GROOVE (OR TONGUE) TO 3 I 21 2 3 4 11 3'-6- 6'-3" - ' 16 1 8" t 3' W s INFISHIELD "UNIBAND" - INTERIOR JOINTS AND LIFT HOLES UNIBAND' MANHOLE STEPS PER SPECS 6 0 ORIFICE C 0 N C. PIPE TOE AN C H 0 R BE THE SAME AS ON STANDARD N 24' 3" 1 -0"' 2'-8" 6"-3" 4'-0" 3 16 3 16'"14" 1800 BUTYL RUBBER WITH SHALL BE SEALED WITH NON-SHRINK BUTYL RUBBER WITH o INTERIOR JOINTS AND LIFT HOLES REINFORCED CONCRETE PIPE 6 27 3 1 4 t -1 2-5 §'-3" 4'-6­ 2,6 8 3 16" 4 1/2" 2100 PLASTIC WRAP COVER GROUT PER SPECS, PLASTIC WRAP COVER SHALL BE SEALED WITH NON-SHRINK AT NORMAL POOL H ASTM DESIGNATION C-76 A 30 3 1 2' 1 -2' 1 -10" 6-3" 5'-0" 9 18 1 " 15" 4 ;: • CLASS '"A" CONCRETE 33 3 3 4' 1'-3" 3'-6" 8-3" 5'-6" 3 3 4" 17 1 � O � � o GROUT PER SPECS Y - 36 4 1 -5 3-t" 8-3 6-0' 3.4 24 3 1 "20' 4 SET BARREL JOINTS WITH RUBBER TYPE GASKET LONGITUDINAL SECTION SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL .0 POND OUTLET CONTROL STRUCTURE "`�• TOLERENCE t 1" � r1 ASTM C-443 AND ON DOUBLE ROW OF h" KENT SEAL OR NOTE: METAL PIPE END SECTIONS E"1 a) MANHOLE CASTING SCHEDULE o EQUAL TO ASTM C-443 AND ON DOUBLE ROW OF U? MAY BE USED WITH CONCRETE CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED z " SINGLE ROW OF 1" KENT SEAL MANUFACTURER SELF SEALING WATERTIGHT N a iv a 7¢ KENT SEAL OR SINGLE ROW OF 1» KENT SEAL. (NOT TO SCALE) d rF_ R 2 oa � PIPE PROVIDING THE METHOD CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II ( AS SET OUT IN INDOT STANDARD SPECIFICATIONS) o OF CONNECTION IS APPROVED REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, NEENAH R-1642A R-1916-F1 MANHOLE REINF. PER ASTM SPECS o MANHOLE REINF. PER ASTM SPECS I THE ENGINEER PRIOR TC A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE. W EAST JORDAN 1045Z2 1045WT -- NQ R INSTALLATION OF PIPE. PIPE DIA. PER PLAN & PROFILE PIPE DIA. PER PLAN & PROFILE Storm Water NORMAL 6-inch 100 Year (EXCEPT IN INDIANAPOLIS) `� `� DIA REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER 1 CASTING SHALL BE EITHER SELF-SEALING OR WATERTIGHT, OF STEEL IN THE "C" PORTION. rw BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL SHALL BE CLASS "B" CONIC. Management POOL orifice FLOOD Y - , t/j Ix (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS g SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. PLAN VIEW ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/ d Area (Str. #) (elev) (elev) (elev) 3 H W KENT SEAL, OR SINGLE ROW OF 1 KENT SEAL (SEE F IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING W MANHOLE CASTING SCHEDULE). MANHOLE TO PIPE CONNECTION BOOTS, IC4 TRANSITION APPROXIMATELY 10'-0" IN LENGTH. MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, INCLUDING LATERALS, SHALL BE DURA SEAL III S<pp a SHALL BE DURA SEAL III OR APPROVED EQUAL. PRESS-SEAL, OR APPROVED EQUAL PRESS-SEAL. 4't FILL SL p F 1 1/2"R. 1 1/2"R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE SPRAYED BITUMINOUS COATING OVER ENTIRE EXTIRIOR KOR-N-SEAL AND OTHER FLEXIBLE BOOTS SHALL NOT BE a -N-SEAL AND OTHER FLEXIBLE BOOTS INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SECTION I -Y SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C- O SURFACE ° USED IN MANHOLES WITH PIPE INVERT DEPTHS OF 14 FT. SHALL NOT BE USED IN MANHOLES WITH PIPE OR GREATER. ;, ° INVERT DEPTHS OF 14 FT. OR GREATER. (7O4) SM-S-W 864.90 864.90 868.65 PIPE CONCRETE ° „ CULVERT END SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE N 6 MIN. CONCRETE ENCASEMENT SEE OUTSIDE DROP DETAIL TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. W 4'-0" 6" MIN. COMPACTED #8 STONE 4-O" 6" MIN. COMPACTED #8 STONE EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. I� x I.D. I° (723) SM-S-SW 875.00 875.00 877.02 COMPUTED LENGTH RIP-RAP TO BE PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE ►� SANITARY MANHOLE - TYPE "A" - OF CULVERT CA SIDE SLOPE WHEN yy yy PAY LENGTH I END SECTION 7 CALLED FOR ON PLANS W SANITARY MANHOLE - TYPE B OF CULVERT LENGTH (D> NOT TO SCALE CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST SLOPE DETAIL THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." E-1 W NOT TO SCALE (731) SM-S-S 877.00 877.00 879.62 � W PRECAST CONCRETE END SECTION DETAIL (738) SM-S-SE 884.00 884.00 886.54 (NO SCALE) a o � w NOTE: (74;;) SM-S-E 879.00 879.00 881 .12 Z SEPARATION BETWEEN WYE FITTING: a A. OPPOSITE SIDE LATERALS 1) 1' MINIMUM BELL TO BELL - 8' MINIMUM 2) BELL TO SPIGOT MAY BE ADJACENT (75 '.) SM-N-E 872.00 872.00 873.13 ° V (TYPICAL ALL LATERALS B. SAME SIDE LATERALS GREATER THAN 12' 1) 5' MINIMUM SEPARATION I I=1 -� DEEP) 6' MINIMUM - I- PIPE SIZE a"-ts'1 1 1_ -I�1_ BEDDING PEBARREVL MIN.6"O.D./4 B" III- 1.5"-HMA #11 SURFACE (TYPICAL ALL LATERALS VIII I_II (758) SM-N-NE 871 .50 871 .50 874.78 _ SHALLOWER THAN 12' 1' (TYPICAL ALL _ 3"-HMA #5D BASE RIGHT-OF-WAY I DEEP) LATERALS _ MIN WIDTH= 1.25(0.D.)+12" 7"-#53 STONE o A - OR EASEMENT LINE FOR SEPARATION SEE NOTE 1 -� (747) SM-N-N 869.60 869.60 872.78 3 SEE CITY OF CARMEL S 0 I-I STANDARD BACKFlLL NOTES p W W G] 0 _ ONE PIECE TEE-WYE I I I I'' 4"-#2 STONE - ¢ A w M Q o 1 _ _ _ °a g w a x ¢ L4 z .I 0 z x REQUIRED I RIGHT-OF-WAY 1 I II 1 O.D. 11 1 III °°° °°°°° -I 11=1 I I-1 I1E1f,-111 . 111-1 I 1=1 I IA I I I I 111= " ° _ _ OR EASEMENT LINE (=11 I_� _ _ NOTE: III(I I v v v v° v v v 111I� COMPACTED GRANULAR SUBGRADE ALL WYES SHALL BE SDR 26. SEE CITY of CARMEL -11�- I�I -6" PVC SDR 35 STANDARD BACKFlLL NOTES I i ° ° 1� WEST ROAD v v MAIN SEWER LINE ° 90 RIGHT-OF-WAY E- * BEDDING TO BE PLACED ON UNDISTURBED °° ° 1/2 D. 4 EARTH. COMPACTION OF #8 STONE s"MIN v v°v v v v v v°v° PAVEMENT SECTION IS CRITICAL UNDER ALL JOINTS AND FITTINGS. (BELOW BARREL) v v v v v v v v v v v v s"MIN VV vvvvvvvvv (BELOW BELL) IF PROPER COMPACTION CANhdOT BE ACHIEVED, 50' RIGHT-OF-WAY ( ) :III NO SCALE THEN PLACE A MINIMUM OF 6" OF 3500 PSI, 18 CRUSHED STONE 10' 12' CUL-DE-SAC) 30' 26' CUL-DE-SAC 28 DAY COMPRESSIVE STRENGTH CONCRETE BELL HOLE ExCAVATED 3 ( ( ) 10' (12' CUL-DE-SAC) PLAN VIEW AROUND THE PIPE TO BEAR ON STABLE 15' (13' CUL-DE-SAC) 15' (i3' CUL-DE-SAC) GROUND (PER ENGINEER). BEDDING SECTION DETAIL 2' �, PAINTED GREEN 2" X 4" 1'(min 2' LOCATION OF SLOP DEPTH TO LATERAL TO BE PVC & HDPE PIPE (NO SCALE) ) F 5 1'(min) SHOWN ON MARKER. LEVEL LINE PROFILE GRADE 1/4/FT. (TYPICAL ALL LATERALS) cROwN t 4" FT. CONC. ROLL CURB _ CONC. WALK A MINIMUM OF 8" OF #8 STONE OVER RIGHT-OF-WAY 2' MIN. - 11.I I III ROI I I-I I I-III-III III-1 I -1 11= 2' MIN. THE CONCRETE ENCASED WYE SHALL BE PROPOSED ENT S ASPHALT OR EASEMENT LINE MIN 6" SUBSURFACE DRAIN (SEE PAVEMENT SECTION) MIN 6" SUBSURFACE - - 1"-HMA #11 SURFACE PLACED PRIOR TO BACKRLLING. 4' IN TRENCH W/AGGREGATE MIN. RIGID PAVEMENT DRAIN IN TRENCH v2 22.5' OR 45'- FINISHED GRADE STEEL DETECTOR POST PREPARED SUBGRADE 6" PLAIN CONCRETE W/ AGGREGATE 2"-HMA #8 BINDER .ICI 2' MINIMUM 4' MINIMUM \ NOTE. PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF z SECTION 906.17 OF STANDARD SPECIFICATIONS. q�p 5"-#53 STONE BASE Q \\ \\\\\ 5" MINIMUM - 8' MAXIMUM cj 22.5' OR 45' �/ (TYPICAL ALL LATERALS) 'ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON z SAW CUT FOR CLEAN BREAK 4' MINIMUM EXISTING 1.5" HMA SURFACE 'TYPICAL SECTION-LOCAL STREET -'"=1 i a iI i 1-I T I i�1 �1 111=I 11= \ PAVEMENT EXISTINF PAVEMENT (NO SCALE) COMPACTED GRANULAR SUBGRADE Iz 75' OR LESS FOR SHORT SIDE CAP FOR FUTURE CONNECTION LATERALS 45'OR LESS FOR LONG SIDE (TYPICAL ALL LATERALS) LATERALS THIS ANGLE MUST BE 45' OR ALL SUBSURFACE DRAINS TO \\``���V ``LIH" /77�,/ LESS FOR ALL LATERALS p DOUBLE-WALL, SMOOTH BORE ASPHALT PATH \` ,` :. � BE CONSTRUCTED WITH � � _ �.P............. MINIMUM 6' CONCRETE COLLAR SHALLOWER THAN 12 FEET. X PERFORATED (HDPE) PIPE. PAVEMENT SECTION :• C,\ST ' . �. REQUIRED, NOT TO EXCEED BYO ND OQUOU (DOUBLE-WALL HANCOR HI-Q FIRST PIPE JOINT OF WYE. IF A WYE 'f- 12" THICK PLAIN CONCREFE o0�00O NOTES: OR EQUIVALENT) (NO SCALE) = NO. ° IS LESS THAN 12' DEEP, THEN 6" MINIMUM MINIMUM FALL- 1/8" PER FOOT MAY NEED TO BE DEEPER FOR FO BE FINISHED 1.5" BELOW O O I 1. NEW SUPFACE IS TO BE SLOPED AT THE SAME CONCRETE COLLAR IS AS REQUIRED (TYPICAL ALL LATERALS) LONG BUILDING LATERALS OR THE EXISTING PAVEMENT ,\s/ice} RATE AS 11,E EXISTING SURFACE. _ 8HZ7 PER ENGINEERS DISCRETION. MINIMUM FINISHED GRADES SLOPING AWAY -�/ /U o �o 0 2'-0" 2. EXISTING PAVEMENT IS TO BE SAW CUT FORA 40' PROPOSED t/2 RIGHT-OF-WAY '•.. CONCRETE STRENGTH OF 3500 PSI, 28 FROM SEWER. _ 'p STATE OF w PLOWABLE FILL TO BE PLACED ROon0�,0 MIN. CLEAN BREAK. i 3' is �'�,���,' �NDIA��P:'G����� <- ENTIRE TRENCH TO BorroM BOTH 3. TRENCH SPOIL IS TO BE REMOVED FROM SITE. 3 s \` DAY COMPRESSIVE TILE IRON H. NOT * �K OF CONCRETE ELEVATION SIDES OF REQUIRED FOR DUCTILE IRON TEE. S E C TI O N TRENCH 4. 1.5" HMA #11 SURFACE. 5. BITUMINOUS TACK APPLIED AS PER INDIANA DEPT. I o 1.5"-HMA #11 SURFACE SIGNAL ALL FITTINGS SHALL BE OF ONE PIECE CONSTRUCTION. NOTE: OF HIGHWAYS STANDARD SPECIFICATION 409 & 902. WIDENING _EXISTING PVMT. _ 6. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. 10' (VARIES) (VARIES) 3¢ 2"-HMA #8 BINDER , ALL LATERAL BEDDING SHALL BE DISTURBED OR REMOVED DURING EXCAVATION 1'(min) PAM 1 2„ / t. AGAINST UNDISTURBED TRENCH. ROAD CUT PATCH DETAIL ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL /v,OPE T/4" / 1' SLOPE 1"-1.5" OVERLAY EX. PVMT. 3"-HMA #5D BASE i (NO SCALE) CONDITION. 3.1 MAX• SAWCUT AND TACK ALLAN H. WEIHE P.E. 8827 12' DEEP AND GREATER LESS THAN 12' DEEP 7. PLAIN CONCRETE IS TO FINISHED 1.5" BELOW THE 2' MIN. COAT EDGE EXISTING PAVEMENT. SHOULDER To BE MIN 6" SUBSURFACE PROPOSED ASPHALT (SEE WEST ROAD C�v 7"-#53 STONE 8. CUT SHALL BE STEEL PLATED DURING CONCRETE 7' COMP. #73 STONE DRAIN IN TRENCH RIGHT-OF-WAY PAVEMENT SECTION) NOTE: DEPTH of SERVICE LATERAL SHALL BE MEASURED FROM CURE TIME AND UNTIL ASPHALT IS APPLIED. W/AGGREGATE FINISHED GRADE TO THE TOP OF MAIN SEWER LINE. WEST ROAD IMPROVEMENT SECTION (NO SCALE) COMPACTED GRANULAR SUBGRADE (UNDISTURBED SUBGRADE OVER PIPELINES) SERVICE LATERAL DETAIL LOCAL STREET PAVEMENT SECTION (NO SCALE) r ` 12' RCP NOTE: A MINIMUM OF 36 INCHES OF �I UNDISTURBED COVER TO BE MAINTAINED ABOVE PIPELINES AT ALL TIMES U NOTE: CASTING SHALL BE INSTALLED SO THAT 6�-4• THEY DO NOT CONTACT THE LATERAL OR d LATERAL CAP. MINIMUM 1" & MAXIMUM 4" NOTE: CONCRETE APRON AND CASTING SHALL BE NOTE:ALL SLAB AND CRAWL SPACE 20" VESTAL CASTING WITH 12" LID, CLEARANCE FROM TOP of INSTALLED SO THAT THEY DO NOT CONNEC11ONS MUST BE A MINIMUM a uNDERDRAN f UNDER0"N ti LETTERED "SEWER" WITH CAP TO BOTTOM OF CASTING CONTACT THE LATERAL OR LATERAL CAP. MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING OF 3" BELOW THE FOOTER AND EXIT PENTAGONAL BOLT/LOCK NEENAH R-1972-AL OR EAST JORDAN V-1601-1 THE BUILDING AT THE FRONT OF WITH SEWER 7 CASTING THE STRUCTURE TO PROVIDE THE 3. EAST JORDAN 7495-M1 HDPE PIPE TO EXTEND 6" PVC C FINAL GRADE SHORTEST, MOST DIRECT ROUTE h.� z 6" PVC CAP FINAL GRADE FROM THE BUILDING TO THE 6" PVC CAP MINIMUM 3" ABOVE STONE all \ \ .\�. \�\\/ //\/\\`; li, I, % tll, EXISTING LATERAL STUB. q 6 28' e' 28" 6" EAST JORDAN //�//,�//%✓%//�//�//\�\\\ %\\/�%\\\�//�%/\\//\%/\%/ / .//./.✓/�//.�//�/%//\/ \ \i\/ e 7495-M2 0 1] //�/\\/\\/\\/\\/\\/ ali, I, FINAL GRADE / 36" x 36" x 6" CONCRETE / \/\ 20"0 FRATCO HDPE METER PIT, ?/ \ 6 CLEARANCE FROM TOP OF PIPE \ /\// i/ �\ /\\\\\ PLAN PRECAST REINFORCED CONCRETE \//� TO TOP OF STONE APRON WITH FIBERMESH iS\/ 6" PVC PIPE TEMPORARY /i;,\\'' LNTEL(SPECIAL STIR. ONLY) 7.2 LBS/FT, MIN. 3' DEEP OR EQUAL l�j 6" MINIML TYP. REINFORCEMENT. ��\j \jam` GLUED CAP FOUNDATION f e" x e' \ ( ) (FOOTER) T 6" PVC PIPE EAST JORDAN 7495-M4 6 SDR35 PVC PIPE (6" X 6" X 6") TEE-WYE %/\\% \j/? -(6" X 6" X 6") TEE-WYE 3' MIN. i\��/ 3" MINIMUM --- " 1 :� /��/� ✓\/ - /��/�\C' • ':' ' --- (6° X 6" X 6") TEE-WYE FLOW -► �\ LINW LINTEL I O FLOW ► I '��\;\ FLOW -� J ae \!i J 3 6" FROM TOP OF PIPE TO 80770M 4" SEWER Cr OF METER PIT. CONTRACTOR SHALL 6" SEWER LATERAL w !\/ /�/�/ /�/\/ /\/�/\/\/ /\\/ 6" SEWER LATERAL 8 STONE BELOW CONCRETE /%/� / / / /�//� F o NOT ALLOW METER PIT TO CONTACT # 6" MINIMUM. SEE SANITARY � " APRON To PREVENT CLEANOUT TYPE 2 SEWER TRENCHING, BEDDING 6 SEWER LATERAL DOUBLE INLET N �/ M LATERAL/TEE-WYE CONCRETE CAP. SETTLING. EXTEND TO AND BACKFILL DETAIL 4" LINDERORAIN 4" UNDERDRAIN tz W CLEANOUT TYPE 3 ° ° UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS 6" x 4" REDUCER GLUED WITHIN 3' .1 Ca � E BEYOND THREE FEET OF BUILDING) (GRASS OR LANDSCAPE SURFACES OF THE FOUNDATION OR GASGETED HOLEY MOLEY SAYS W a BEYOND THREE FEET OF BUILDING) OUTSIDE OF THE FOUNDATION w q u N NOTE:TOP OF CASTING OR CLEANOUT CAP SHALL EXTEND 0.20 C� C}, �? ��D I G SAFELY" V FEET MINIMUM ABOVE FINISHED GRADE UNLESS CONSTRUCTED WITHIN NOTEDUTSIDE 3' OF THE FOUNDATION ALL CLEANOUTS CLEANOUT TYPE 1 O�'po�0�0 9� q� 'oKb C7�° 6" #2 STONE BASE (6j O CD ° PEDESTRIAN OR 'VEHICULAR TRAFFIC WAY. UNLESS APPROVED BY ARE TO BE 6" SDR 35 GASGETED PIPE ALL CLEANOUT FITTINGS O O "IT'S THE LAW" a U N ENGINEER, SANITARY SEWER CASTINGS OR CLEANOUTS MUST NOT ARE TO BE SDR 26 (ONLY LANDSCAPED SURFACES WITHIN a o °o BE NIHIN ONE (1) FOOT HORIZONTAL DISTANCE OF ANY PAVED THREE FEET OF BUILDING) SECTION it CALL 2 WORKING DAYS BEFORE YOU DIG o OR CONCRETE SURFACES. SHEET NO. 10 N �� 1-800-382-5544 o ° v CALL TOLL FREE Cal E TYPICAL CLEANOUT DETAILS DOUBLE CURB INLET DETAIL PER INDIANA STATE LAW IC 8-1-26. �� L IT IS AGAINST THE LAW TO EXCAVATE s o (NO SCALE) WITHOUT NOTIFYING THE UNDERGROUND C604 z � 0 w m LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT N0. ¢ow I U} -U °g oa W06-0031 10 9 8 7 6 5 4 3 2 1 10 g 8 7 6 5 4 3 2 1 o�oo�o � OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR za° I 24" .V-•i � O ASTINC FRAME AND COVER AS SPECIFIED -yI z M M d .L NON-ASPHALTIC MASTIC EXISTING GRADE--4 - 3" TOP SOIL f" 6 18" 6" 1B" OR BUTYL RUBBER - x 24 I SEAL BETWEEN JOINTS. NZ 3" TOP SOIL L PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM). •r' _ .' .. —III—I y 3 (MIN.) --- j 3 (MIN)_. r'1' -- r-1•I-1 24" DIAMETER .... .III—I I I—III—ht _1 I I— ` 3 TOP SOIL 18 RADIUS RADIUS RADIUS _ n i t R 2,. 2" W r �- r�� SLOPE 1 /FL V ECCENTRIC CONE OR REDUCER �- AS,.1. CONDITIONS•CLONE TOP TO — I —I I I-- I—I PROPOSED GRADE I I_I I I L A K E CROSS-SECTIONS MATCH ADJUSTING RING PROFILE. UNDERCUT SWALE BY 0.2' �_ - -----•-• I III I I I—III—I I _-� TO ALLOW FOR FUTURE SILTING_) I I— f"Tl - / ` fTl N \y .^ t CONCRETE "A N M •�! l CLASS A HEIGHT MANHOLE --- e 0 _ o Y CRETE !� CONCRETE STEPS HEIGHT SPECIFIED, —I I I I I I-III I I I I I I-' 2 o ^ ° FULL —III I I III i —III III III—) I I OPTION I 0 N � BACKFICTEO I.� � COMPACTED-� f '- LL Y/` LL (� �1 5" MINIMUM 1---- r \ CLASS A r C BACKFILL COMPACTED / r CONCRETE ° W BACKFILL QI C Z USE DIMENSIONS FOR LOCAL ROADS ONLY [� NOTE: UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 1/ SLOPE o USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS � wJ a MANHOLE CONFORMS O m p TO ASTM 478 '~ >' EXISTING GRADE— v J C >4 ASPHALTICSMASTNC NON- C m COMBINED CURB AND GUTTER TYPE �r BUTYL RUBBER SEAL 48" DIAMETER PRECAST T_ CONCRETE ROLL CURB & GUTTER NO SCALE a AT JOINTS. CONCRETE SECTION i r•rT EASEMENT 1 IS'MIN. —I�I 3 (MIN.) <M .) _ -•r'1 I—� —I i 1�iT -----' -- - tD It NO SCALE •,.t .I I I—III—I I —1-I I1 j t'1•I—I I II I I -._ 2'FREEBOARD MIN. 0 YEAR O O _ TT 1 L f n NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE 0 PREFORMED HOLE TO MAXIMUM —III---1 11—I I I—III—fr•I--�•,-;�,.• `PROPOSED GRADE —I I I_I I I !�- vAR1E5 -NORMAL POOL -�� NO EMERGENCY 4 - TES INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE = ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING OF PIPE O.D.CE WITH I�ol I_I On I I—I UNDERCUT'SWALE BY 0.2' -I I SPILLWAY ��_ 2'MAX. / ( � BENCH WALLS AT MINIMUM NON-SHRINK CEMENT GROUT. TO ALLOW FOR FUTURE SILTING 1 ALL WORK ASSOCIATED VA1H THE INSTALLATION OF THIS CURBING C/) SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL ''/x" PER FOOT SLOPE. BENCH RS.J _ AT 100 YEAR k-�--N "'r. HALLS TO BE CONSTRUCTED NOTE I ( I—I I I—IO�O�Q�ROQ�XIO-I I I I I I—) I I—I ( I—I I I I—I I I 10'IMIN \ D'MIN. SHALL.CONFORM 10 THE EASIEST REVISION OF THE QTY Of CARMEL CONCRETE CURB POLICY x TO SPRING LINE OF PIPE. QQ O� 1���\ STRUCTURES ARE TO BE �U o 8 Go y s CONCRETE CURB POLICY, GROUTED FULLY,TROWELED �� �� O°� x a C7 �{ SMOOTH AND BRUSH FINISHED. QO O C a REINFORCED BAR O� PERFORATED SUBSURFACE DRAIN ISSD)PIPE I� D o D Z FFF������VVV111 PRECAST BASE A a 12" ON CENTER OR Q O APPROVED ALTERNATIVE WITH MINIMUM 0.5% GRADIENT. 8" OR B" PER SECTION oO SEE DEVELOPMENT PLAN FOR SIZES � Q N Z 3" MINIMUM '• MANHOLE BASE SET O _ 08" MINIMUM)AND INVERT ELEVATIONS. ON 8" OF 02 STONE - --— TYPICAL SWALE DETAIL � -- STANDARD MANHOLE H USE OUTLET 01''1'ION 2 Z FOR PIPE SIZES 12" THRU 24" '� za" I 24, 0 (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) � 3' TOP SOIL 1/4 O F'yl 3" TOP SOIL 6" 18 HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE I-IAMII_,TON COUNTY SURVEYOR'S OFFICE _ -- 3" TOP SOIL--- . REVISED: I FEB 2002 -- I FEB 2002 n 1 R.- REVISED REVISED:, 2000_ �� 2"RADIUS 1"R ,A STANDARD PLAN STANDARD PLAN STANDARD PLAN � ` 3/4" 2"RADIUS AYPHOVED L •� Z r D_20 APPROVED _ __ APPROVED:___.. _ .r� fhUV - "' y r ;.a . _ �� 3/4 ?> COMPACTED BACKFILL E300 /HAMILTON KENTON C.WAR ,HAMILTON COUNT SURVEYOR ATE - ._. -_ r ---- __ _ f KENTON C.WARD. AMILTON COU TY SURVEYOR � D-16 I<F.N'f C,w'ARD.} MILTON COUNTY SURVEYOR EYOR UATE D-- m O N v / ' CLASS BITUMINOUS PAVEMENT C COMPACTEO� BACKFILL : COMPACTED y Q7 BACKFILL 4 0 T n CLASS "A" m I 6" CONCRETE O ,- > tt �.%,J i 1 'I� `"LT E" ` ti I'% Z USE DIMENSIONS FOR LOCAL ROADS ONLY )LMINIMU_M z' ° W j. O OFFICE OF THE HAMILTON COUNTY SURVEYOR USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS m I^I ° ca o m Q m OFFICE OF THE HAMILTON COUNTY SLJRVEYOR 0 CASTING FRAME STANDARD MANHOLE � (D z z m z 0 w W p 0 AND COVER AS _ FOR PIPE SIZES 24" THRU 66" COMBINED CURB AND GUTTER TYPE x F to SPECIFIED UNDERWATER DISCHARGE NOT ALLOWED � +` ` � � STRAIGHT CONCRETE CURB a A A A ° A HYf1ROSEEDED P. AfULCH OR NO SCALE �••(� PRECAST CONCRETE ADJUSTER RINGS IF SEED & S150 BLANKET AS SPECIFIED f 4" NEEDED (12 INCHES OF RINGS MAXIMUM). to NOTES: INTEGRAL CURD WITH CONCRETE NON-ASPHALTIC 24.. Q PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR HA > MASTIC OR DIAMETER' F 5'(MIN.) SA FET)' LF.DCE I -� BUTYL RUBBER STANDARD PRECAST MANHOLE CAP OR CONE - - -- -- ---- ----- ---- --►I i 'Z7 SHAPE SEAL BETWEEN ..._...._.._.._...�......__.-._ E °-- ALL WORK ASSOCIATED WITH THE INSTALLATION OF THIS CURBING JOINTS 31(MIN I E - NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT AND/OR SIDEWALK SHALL BE SIMILAR SHAPE -- 4 -- t a••� - SHALL CONFORM TO THE LASTEST REVISION OF THE CITY OF CARMEL �. I.:,,.: .I�t.?.. I,>..,I:'; 3 I 'r l �r \ .f r x ( y O 5" MINIMUM 4'DIAMETER 5" MINIMUM �� II _ __ SODDED AREA t - !. r r - - m ;r CONCRETE CUR?POLICY. AnoN OF THIS CURBING W �- (CROSS-HATCHED, ALL WORK ASSOCIATED WITH THE NSTALL - - MANHOLE PIPE PIPE TURNS v xa s I 1 ^ T \! e t I SHALL CONFORM TO THE LASTESTIREVISION OF THE CITY OF CARMEL _ i b. L 4 �' ) C� - --END SECTION i rim 9A.' T " 1 CONCRETE CURB POLCY. Q DIA.'F" D1A...G.. 98" 48" GREATER THAN 45 TO BO DEC v + NON-ASPHALTIC MASTIC R.C.F.STURM SEVER `�I NORMAL PUOL ' Npakk�N~" ) •Y _ t i e t t OR BUTYL RUBBER 98" 64"•88" UP TO e0 DEG + ..\ , \ )\. + , + .! ) 1 Q ---- -— SEAL BETWEEN JOINTS 84" 42" GREATER THAN 45 TO 90 DEG PRECAST END SECTION : '� -- ----- (n REQUIRES ANCHOR -L'MAX. 1 t ) a 84" 4B" TURNS UP TO 45 DEG YY�� 11 72" 42"-4B" UP TO 45 DEC SEE ANCHOR DETAIL. T�- MI ` 1' ,,, SaY c I ) - 1 Tec I( ' O D BO" 33"-38" STRAIGHT THRU OPTIONS FOR END SECTIONS: "'n ~�- ° S � 1 = ! t 1 . 18" 80•' 24"-33" GREATER THAN 45 TO 90 DEC a ,,,, ,,,_•,_„ _t`? ,; 3,,,+ I,,,.___, r .TJ — n TYPICAL -METAL HF.QU1RES TOE PLATE FULL HEIGHT MANHOLE -PRECAST. SHOWN STEPS AS SPECIFIED -CONCRETE SLOPEWALt. - - -.. . . . . .,,,,,, ¢ - _ C,ABION RIP-RAF' z .., - - l +:. a) - - .:... CONCRETE HEADWALL BLANKET OR NOTCH RIP-RAP INTO _-- SLOPE I RENO MATTRESS SLOPE AS SHOWN �t�" �t=it F + 3 F I i SY ' ' CONCRETE REDUCER CAP ---, I OR USE RENO MATTRESS m o. : { ) 1 + ) s x NOTE: 1 -MANHOLE CONFORMS TO +,1 •!'#i..• ' 3 1, Z r asTM C-a78 z �// 0 0 0�0( 3I_� +, a,.. ....( Back Of Curb 5 )E'_G Min. 1,_d Property tine ,• ..,. ..r .._. A No BRICK OR BLOCK WILL ., - 1 ! r •,•.F-..•..,......_. I-' SODDED AREA 1� HE ALLOWED T. MANHOLE 5 r'.'.'` �} 7 ? ; ,: + ' ( tl � - + T 4 1 i t 51008 fL co own / Earth Or Sidewalk Surface -O-RING GASKET.NON- (CROSS-HATCHED) r - 1 1 a DIA."F" ASPHALTIC MASTIC OR c'' '.h' ''O a �'.,,. 1 'I ,g < °• ° 3 �' i1 - =id" Sidewalk -.'( '.'''• Concrete Curt? Or Curt) & Gutter CO _F j) o ; T t( o.a a., i..... i Gra 4 To Soil CO BUTYL RUBBER SEAL w Sidewalk BETWEEN JOINTS ;,J v a o o T cam• i - ,;,, ' t 1'a 1'HIGHEST OVER R.C.P.S'f0}iM SEWER 1 I. CS _ 4 ) + a a kh ) - - rt a , Prepared Subgrade HICI{EST PIPE �, a = c Pavement �" l i PEE PREFORMED HOLE TO MAXIMUM NUTS & > •, z(` 07 00 L a. ; .. C ` OF PIPE O.D.•8" WITH WASHERS 'C`�C•l tc c� do- `o'�- i ( ,b r 1 TYPICAL. SIDEWALK SECTION amp NON SHRINK CEMENT GROUT / / I x \ ? „ \ 1 T NOT TO SCALE I c Z i O ^ i 1 \ 0ai0 Oo•�a 0 i Y.... 1 ENCH WALLS AT MINIMUM ........................................................ '/' PER FOOT SLOPE. BENCH 5 _oo�� \ .b$i0a� 996x08 0 • .•. 113ALLS TO BE CONSTRUCTED ! t * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE M R ela p "A" Cone, X °•4a°;° W �39oa,9a C4 Maximum amp Slope 1"/ft. Place Isolation Joint At % v TO SPRING LINE of PIPE. , MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS A-.-� ba699 TOP v1Ew I Back Of Curb Una i NOT TO EXCEED 6" IN DEPTH. \ 8a°oa99 0; ° `•a` Po T1':� FF' }t?Q'jJ� + � i� r=. PLAN VIEW �Oo�0aY�0 Y p�Y7co / I w 4 31. f TF�,. < L S 3 % °Q MUM oOaY'J•YO N ♦ ►` a MIN. z1 e c at: e a a SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES Q. ;xb r". / � F� A SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207,02 OF Pavement Ran Sidewalk #8 Washed ate •9v9�v90 83 9v90 ` G�STfjP y B" MIN, LAKE 0 U T L E I' D E TAIL 1,t;,.;,. ,. I<�+;1) 1+��t ,, ,r,,�..,,,\ ,.�.,�' THE STANDARD SP A99�9 r —T—­111 7�3°33.ir 9av v i SPECIFICATIONS. --' 4• ti ti .i "- r� � - Cbc tips° / � i a 30d° b°ro , _ P ' FOR LAKE CROSS-SECTION OPTION ? � o N0. ONE COMPLETE s UNIT OF PRECAST CONCRETE - : (DRAWING NOT TO SCALE) MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE (DRAWING NOT TO SCALE) • C c `c / O 7 ar 0 ° 0 r 5 V Width \ a Isolntian Joint dt Of Var. HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE :I:r f� ! U( F � - - S � REVISED: 1 FEB 2002 - a e >..,+, „ .. �.. �.,. ���� "���m� a to N a .� am 3'Min °• ° O � ��,.., ., P \ STATE OF � i a t" f � .-, a eccton A A •. � • '>. - � � ll x l 1l , 'i p b Spacing Between E L, ? ' 1 :r a i S 1I• -, �J1 d• 4" �j� '�1AV arvl en __- :�_ « Transverse Joints p to Al c l JAN ODO , ... .. ....1. � Inw P STANDARD PLAN , o Shall Not Exceed o Min. Min. I// sS� �a ��� APPROVED Z r / STANDARD PLAN 1, t.. 1.25 Q o Contraction Joint (TYP•) " ONA�- ��� — --' D_21 APPR0V1 D - G� 11mcs Width .- __ _ 7� 9 -. --... .__ = Sectlon B 8" Min. KENTON C.WV ,HAMILTON CO NTY SURVEYOR TE KENTON C.W ),—.,[A.i COUNTY SURVEYOR r-i D>ATE D-1 Q ,W'rfR,,,,,. '`'J `, :.J })�1 r). .:?i I SUBSSUUUF��E DNS TO ����« il'3` i.r C.,?t' =• .-� - DOUBLE-WALL, BORE DBE C 1 1 -2" ON � SMOOTH / F�+ 1� t, 5•i :,hllTtl .aT I b t t\ � �t •,.ti,:. Tooled Or Sawed Joints 4 Thickness x C PIPE UNDERDRAIN PERFORATED HDPE PIPE "�" "" " Section -C' (Typical Installations) (DOUBLE-WALL HANCOR HI-0 ,........,. .,...,... ....,.,.. .......................,...,�.,,.. EQUIVALENT) ALLAN H WEIR P E 8827 '• - `� .r���• ,Class •A; Concrete.''." �'`"�-- OFFICE O F THE HAMILTON C O U N T Y SURVEYOR NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 a• Minimum OF STANDARD SPECIFICATIONS. OFFICE OF THE H A M I L T O\ COUNTY SURVEYOR Sidewp tk Built With Driveways Shall Have Minimum Thickness �"••-,. W Of.8 Or Thickness Of Dr veway Which Ever Is Greater. W "; ='' ^.".R STRUCTURE SIZING TABLE, �� EA:HIBIT B CONCRETE SIDEWALK INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED NOT To scALE TYPE I BY THE ENGINEER. CITY OF CARMEL STANDARDS Scale: 1'= V-0" FOR CONCRETE END SEC'T'IONS cIT`{: of CARMEL STANDARDS CITY OF CARMEL STANDARDS I 9 G c o • SIDEWALK DETAILS REVISED CURB 'CAMP FOR HANDICAPPED REVISED SIDE PROFILE TOP VIEW SUBSURFACE DRAIN RLyLSEp c T - FIGURE FIGURE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING r__ i'-'- ' 10-14 �O,-�� FIGURE S12E LESS THAN TO GREATER THAN PIPES QUALITY OF REQUIRED CASTING •3501 TL ' -- �` __ �� I -•6Inch•or9-Inch••1Vldec,truded 10-9 (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •R-350IN A TR i Aluminum With 1) blcfaced Crcen INVERT TO INVERT REQUIRE i 0 Iienerth'e Painted Bad•round JV'Ith " (INCHES) SPECIAL DESIGN .____ ,_ _ __ l -'----"'-"�--cV"'-'; AR'hlte%-InchScotch)heDnrder -_- -._-- STEEL ALL THREAD ,)—;- _ �; %`�ith J-[nch•or6-Inch'•Hi h1Vhite TO IB 24 X 24 ••• , 1' LONG- 12 a p + ' r Scateldite Letfen Lr Ca lah F'nr the a... p p -- DESIGN NO Yes Yes /Z" MIN.DIAMETER }♦ _ SIDEWALK NOTES: CITY OF CARMEL STANDARD BACKnI I unrrc• • 2 '--n--•--- \------•-}------d-� - 1' _jp; rn.,,ary Name orti,,Slreel and 2-Inch' APPROVAL r 1 orJ.lbch••Hi_hYVwte seutehum '1 `---- ------' o I)pe m caplml.,FnrT hr Ra,a _-: .) SIDEWALK BUILT (WITH DRIVEWAY SHALL BE MINIMUM THICKNESS 1 STORM SEWERS 12 TO 21 30 X 30 ••• DESIGN No YES Yes - 1 Trl,e,n,.lg„nnas, I OF 6” OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. _ APPROVAL Bedding, Haunching, Initial Backfill c t8 TO 21 MH/BOX DESIGN YES YES YES STEEL rr APPROVAL f--�► MASHERS e 4 - '= L 2.) TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH Bedding, haunching and initial backfill for off RCP installations shall be B-Borrow for Structure Backfill meeting 21 TO 27 24 X 38. OR ••• DESIGN NO NO YES p yh OF 1 4 OF THE WALK THICKNESS. the material g 1 ___ l*J f requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe `� 1 38 X 38 APPROVAL ® ' is installed to grade and line, there remains a 4-inch minimum depth of material below the pipe barrel and a APPROVAL t2 TO 24 38 X 38 ••• DESIGN NO YES YES minimum of 3-inches below the bell. For o :�; � 3.) THE SPACING OF THE TRANSVERSE JOINTS IN SIDEWALK NOT TO the I pipe sizes 66-inches and larger, the minimum depth of material below z4 OR LARGER DESIGN DESIGN No No YES EXCEED 1.25 TIMES THE WIDTH OF THE SIDEWALK. pipe barrel shall be 6-inches. Bedding, haunching and initial backfill shall be compacted in 6-inch maximum APPROVAL APPROVAL - --- -------_-"-- lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall O ,� 24 OR LARGER MH/BOX DESIGN YES­ YES YES E N D PROFILE Lock-proof S1)h•Sign Bracket ParE.Ira dA,uminan,Sig,., be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the APPROVAL springllne of the pipe. The limit of initial backfill shall be 6-inches above the springline. Minimum trench width and u-C'hw�nel rmla. cJ PIPES NO LARGER THAN 18" CAN BE USED IN THE 2'SIDE OF THIS BOX. shall be the outside diameter of the pipe plus 18-inches. a o u.Fanu:al.a„ura 3_)'a nd, Final Backfill —INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. !'r rrrFnatu-channrlMcia)rau-. - E ��,_ Final backfill for all RCP installations under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not +••SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT � ' � � � sTEE1. WILL BE A M.H.OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS ALL THREAD �- :T - less than 95% Standard Prod r Density for the entire depth of t`s material placed. The backfill for the top APPROVED. ---ALL HDDKS 1'LONG 0 „'- 11 I 1 6-inches of the excavation below the start of the SPECIAL NOTE STRUCTURES WILL BE DESIGNED FOR MAXIMUM 1 Drl,e��orseun aggregate subbase of the pavement shall be No. 53 Stone - '� d• FLOW IN PIPES. C•ompactedBackful ;1 -0�I� meet the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor 0.SPECIAL NOTE COUNTY MAY REQUIRE STEPS TO BE INSTALLED L 1I I I Final Backfill for all RCP installations greater than 5-feet of pavement shall be clean fill material free of rocks D AFTER STRUCTURE IS SET,TO IMPROVE ACCESS. II`- X -� jIL� larger than 6-inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in C� o 12-inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. 1� • :'III 1•: .. Fy X WIDTH OF END SECTION r' o NOTES WATER AND SEWER UNDER CITY STREETS _ FO)i Sf1iLLT5 rVlill SPEED LI`Ill'S OF25 NPH OR LESS.a • Bedding, Haunching, Initial Backfill O W ALLTHREAD SPACING TO BE TWO PER FOOT •• FOL tSr 1cEETSTIIATFIAVEAJUAIPITORAIORCSrEED r•Y EX' 12 END SECTION 2 ALLTHREAD ).)MIT AND,AT THE INTERSEC110,NONLY,ORSTREF:IS - Bedding, haunching, inftfaf backfiff materials, placement and compaction for water mains, water service laterals, O ff~ I 24 END SECTION - 4 ALLTHREAD THAT INTERSECT NVIIIfA STREET WITH A SPEED LIMIT sanitary mains and sanitary service laterals shall be in accordance with the standard practice Of the utility that F, HAMILTON COUNTY SURVEYOR'S OFFICE (DRAWING NOT i'0 SCALE OFJU MPH OR MORE. p ,ty O o has jurisdiction over the installation. LO f HAMILTON COUNTY S U R V E Y O R S OFFICE, SIGN Mus'r ENGINEER cxADe,DOUBLE slncn WITH FOUR(!)HOLES V R DLADE. o REVISED: I FEB 2002 Final Backfill O .+ REVISEa. 1 JAN zcoo CITY OF CARMEL STANDARDS Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill meeting the material `* i N - STANDARD PLAN shall be compacted in 6-inch maximum I'Ifts to not less than 95X Standard Proctor Density for the entire depth HOLEY MOLEY SAYS W q far, 9 P P RO V E D -J D-18 - - --- - -- STANDARD PLAN of the material placed. The backfill for the top 6-inches of the excavation below the starteofsthe aggregate re ate and "DIG D E APPROVED__- �JA�+oo .. 01 � f7 KENTON C D,HAMILTON OUNTY SURVEYOR KENT C WARD. {AMILTON COUNTY SURVEYOR pairs � STREET NAME SIGNS REVISED____ subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be � � o 0 FIGURE 9 q ' 99 g SAFELY" tx 0 N compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has "IT'S W 10-20 jurisdiction over the installation has a more stringent final backfill g q M 9 requirement, the more stringent requirement ITS THE LAW Ix 4 0 shall govern. p CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 SHEET N0. o E CALL TOLL FREE �ar MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS n .. PER INDIANA STATE LAW IC 8-1-26. For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals IT IS AGAINST THE LAW TO EXCAVATE 0 under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed WITHOUT NOTIFYING THE UNDERGROUND 2U�m Izz pavement to the top of the installed piee shall be the pavement section thickness (all bituminous and aggregate LOCATION SERVICE TWO (2) WORKING C605 0=\u material above the subgrode) plus 1'-0• If the standard practice of the utility that has jurisdiction over the DAYS BEFORE COMMENCING WORK. PROJECT NO. U 0 00 installation has a more stringent cover requirement, the more stringent requirement shall govern. '° 9 W06-0031 8 � 6 5 ......... .... 10 9 8 7 6 5 4 3 2 1 I,. .....,,.....,...\\.\.,.,:,...1.\.' .\.1\.0..\\.,,;...\.,\,...,..E I....y.....,...:.1 OFFICE OF THE H A M I L T O N C O U N T Y SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR I i F =I AMi' .\..,....\,..\\....,..\.,\\..\.\\...\\\�\ IT IM T in 00 o0 00 IV NOTE: - --.__ DRAIN OUTLET D ETA IL. #1- I �;-�. .. r .., .:'< ���..:;- .F3.ct'I�:. .: ,1., ,_.!:_.. 1.� IA � � �'. t !. A a F r'U.� � 0'STEEL FENCE ("T'7 POST TILE SHALL BE DOUBLE WALL.SMOOTH WALL, _. M � � � PERFORATED PLASTIC PIPE \. ( r EXTENSION TO BE SECURED TO STEEL POST : -CAP & TAPE IN 2 LOCATIONS. \� \�\� { � i 1.:.:..... A'IN� .G tPI) �\ SA .:.,.. - - - TEMPORARY EXTENSION ABOVE GROUND \\\ ! TO BE REMOVED UPON CONNECTION TO \ c HOUSE. ( IF EXTENSION IS NOT UTILIZED,IT IS TO BE EXTENSION SECURED CAPPED BELOW GROUND LEVEL. .7 TO STEEL POST a En PROPOSED wiz ° raw \ a 3 C Q7 GRADE (w/71a wl �2 ao 0'- 30* \\\ I zw CORRECT { wN �w I °a /\ ROpOSED CR .° --.-. 2'MINIMUM --_- --.. .--. i `.4 E'_ ? w/ \ /\ \ ADE 4'MAXIMUM /r..-"\.\. 'Y .� ✓ "'� { WO 1 8" TOPSOIL / 1 % ` -�"'`11 ~- ! a °a a \��' .' „, q Y: y l i W Sf l It l{y� tZ� ta\\'. \x IESI '{I tk ti i.{1 t ! t.' `: 1 i ti. LfA I !r„ ...... •8 WASHED GRAVEL ? i?P3f�1t e g -OR CLASS "A" {.y.F' REDUCING T WASHED STONE ! \'' .' j P I-.AN VIE Yi { ry _. REQUIRED R D `------- _ s MINIMUM SLOPE 0.30/--� -{-� P q CROSS S-ECTION j t` t11 3Br +-' �M/ -- _ c ;=:; W ? �t; SAI Ct.AV MINIMUM 4" SSD---/ ° 3" ---- - '( - MIN, /---' TILF, SAME SIZE f 3" --- CONCRETE JOINT BETWEEN AS EXISTING TILE. a ,.3 "' "•"'`" "•``°""^ """^` "`"^`^`--- •-`•i'J.l t� ,��•. ? O � PQ MIN. / CMP & TILE I Y ...... ......, ,. V /'� 12" MIN. --� -- I6" D PIPE DIAMETER _ --- _�_----'---" ? a r�11�� MINIMUM 8" SUB SURFACE GRAIN { V TYPICAL SSD LATERAL 20'LENGTH OF 76 GA CMP ONE I O V MIN.- 3'MAX.----- SIZE LARGER DIAMETER THAN E -" \�, \•,,,�„✓ \,:,tN„ `> r,' \� r_��\'\�.;F g ►7 TILF, WITH ANIMAL GLARE) TO INDIVIDUAL LOTS IN REAR YARD FLDWLINE ' I ( _�c..j ..:t�._..W.....,. � �„•E _Fi`•All --- - _ _........_................._._._ o (DRAWING. NOT TO SCALE) (DRAWING NOT TO SCALE) t HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE � '' lln I '1'�N 1 IZ.F \` 1. 7.4 REVISED' 1 JAN 2000 R E V I S ED. 1 J A N 200C ,....... ?.w....,...".,......•..,...w.,,. .. .. .".,,.,.,.,,,......,,......,,,,.....,................n.....,.w. ,,.,.....,,...,.,.».,.., ..:....... ............ STANDARD PLAN STANDARD PLAN \'` APPROVED:---- �i JA.,ao n \ APPROVED[_ - �I�1'(''� c KE ON C.WAR. HAMILTON COUNTY SURVEYOR DATE 0 I KENTON C.WARD,HAMILTON COUNTY SURVEYOR DATE SSD-2 ._� �a{>i�).">" ass:>.�i',.q�ivi. �.�s i(..i.• -a i\:t.ii:� ��T., •..... t. 1„ C7 w O Q m ° Uto ZQI Z/ p 0 to w ° Q y 0 a � � $ w a x d ° OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR -- OFFICE OF THE HAMILTON COUNTY SURVEYOR �n NOTES STANDARD FOR SANITARY SEWERS - 8'STEEL FENCE ("IT") POST EXTENSION TO HE SECURED TO STEEL POST - IN Z LOCATIONS 3/a•Ufimm3AA0. BEING CONSTRUCTED WITHIN A - 211/6'1613mm1 - CAP & TAPE TEMPORARY EXTENSION ABOVE GROUND - f7 TO BE REMOVED UPON CONNECTION TO REGULATED DRAINAGE EASEMENT ,j 1/2•PAD. $ 23 3/16'[569Am.) [wi HOUSE. n3ma ALL MEASUREMENTS TO HE MEASURED - ^ FROM BACK OF CURB. rn 3/4'(19-1 RAD. RAISED 1116'(2.7- (NSEflT ApEA RECESSED TOP OF BANK- A I/e•13mm1 FISH Loco RAISED 1/6'13. (SEE DETFILI EXTENSION SECURED C EXTENSION IS NOT UTILIZED,IT !S TO BE � SEE Loco of TAIL 1/2'113..1 HIM RAISED LETTERS TO STEEL POST OPEN DITCH � N " 1 R6'(ple2mml � CAPPED BELOW GROUND LEVEL. 26 v2•C521.m1 � --'- - - TOP OF BANK- r[z5mm1 NO LATERAL LOCATIONS SHALL BE STAMPED 25•!635..1 ED PROPOSED DRAIN]ro xAT MAY 7H'C19mn) 23 71e'(sesmm7- 314• 9" ON CURB. )SEE CURB STAMP DETAILS - 5'MINIMUM DISTANCE ' u0,.1 GRADE ® '4.T-.I 35 7/16'[9001.7 ORAINe TO xATEAx1Y 3/6'[Iewml HIIRI 30'MINIMUM DISTANCE --- RAISED LETTERS O O L� n 112.Eels-) / _-,_-_ SANITARY SEWER LINE r[zem.l flAO, '^ 12•[36amV V • •7 LOGO DElA7l I""32wm1 TYP.. MANHOLE 27 1/8'(5°7..1 _ A 1/Y h n15_ �--- z4 cslemml Y J-1 SANITARY SEWER LINE a vz• _ I - :a vY(ezlmn7- .va' [I67mm1 16 1/B'(410Am1 2 1 i/Y HAD.\j/\\//\ o'• 0 0' • O o 6i L 3 ----{{ ''III-- IIIt1�-'- 1/2'C13mm1 \ \ • • O _� (76mm1 II 1 1 N, f38,A) nz.mml N DO ' O I) 3• \// Op p �Op• p O� 1 L------- - I� _ EE 14-O O O F` 1/2'IIJm•) ( �- {[[ L� (awl ( DIflECTI(M OF iLbY - '{�� tamm7 F aIC S :e DEPRESSED ; e ft, •8 NASI{ED GRAVOR CLASS "A„ REGULATED DRAIN TILE t E II/vl3zmmlE - 9 2]718'[766wm1 YC ---- -------- 15/9'(Ilmm7 - in u - 26.7/6'(6]0...,7- MASHED STONE �� \ m u f 5/16'TYP. l 1/l6' ] r z•fmma z 3/v Oem.1 \ ------- iCENTERLINEP---- > P 5 3N•IH6A..1 m % z6•[666mn1 .z l Tfl78mm7 iYP. REDUCING T \ C ----- .L� 2s(Saa...,l---_ 15'MINIMUM DISTANCE 1 I 1 = 2 1/Y CS.nn7 z9 3/r!756,..7 U7 REQUIRED \ \ 20 1/x'[521..1 �-- { 11116-10.0 - 11/16'(17-1 1 12•!1].1 TYP. / 3ANITARY SEWER LINE - 75 7/IS•(924mm1 �� a -? 71e•(zz...l 17/0'(4&m 1 7/8•(22-1 � ° T,1 u7 20 3/.•[3x7.1 [lilmwl L__ MINIMUM 4" SSDIMUM SLOPE 0.30%-,MIN. + MANHOLE.. L n -- .v4'� T--- m 2�1,6•(667..1 a 1111{1111//I N j� ``%§' PN H. W I2" MIN. 38•!965..1- NOTE: IB" MAX. -p TILE SHALL BE DOUBLE WALL-SMOOTH BALL A SANITARY SEWER MANHO..E CANNOT BE LOCATED ANY CLOSER THAN 30 FEET FROM THE TOT' OF' BANK 1--- ,1 PERFORATED PLASTIC PIPE, OF AN OPEN DITCH,OR 15 FEET FROM THE CENTERLINE OF A REGULATED DRAIN TILE a I NO• r MINIMUM 6" SUB SURFACE DRAIN D - PIPE DIAMETER THE ACTUAL SANITARY SEWER PIPE CANNOT BE LOCATED ANY CLOSER THAN 15 FEET FROM THE THE _\ 1 1/B•TYP, I~1'TYP, = • N • TYPICAL SSD LATERAL TOP OF BANK OF AN OPEN DITCH,OR FROM THE CENTERLINE OF A REGULATED DRAIN TILE. DEEPER INSTALLATIONS OF SANITARY SEWERS MAY REQUIRE GREATER DISTANCE BETWEEN DRAIN AND REFER TO SHEET CT-6 REFER TO SHEET CT-4 NOTE. ALL DIMENSIONS SHOWN ARE IN ENGLISH AND j STATE OF _ NOTE,ALL DIMENSIONS SHOWN ARE 1N ENGLISH AND[METRIC]. NOTE.,ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC) 0 INDIVIDUAL LOTS ALONG STREETS SANITARY SEWER MANHOLE OR PIPE. NEENAH 3010 MATERIAL. CAfiTGRAYtAONASTMA-4actass35e NEENAH 3QIO (METRIC) MEETS ARSHTOM-306 PROOF LOADREOUTAEMEN7S. �O/�� /�yplA�►P Gam•?``` FINISH. NO PAINT MATER[ALI CAST GRAY IRON ASTM A-48,CLASS 358 NEENAH 35O1-TL Or TR MATERIAL. CAST GRAY IRON ASTM A-48,CLASS 358 EAST JORDAN 7010 WEIGHT,APPROK.167• EAST JORDAN 7010 FINISH. NO PAINT EAST JO _ WISH,NO PAINT A. WEIGHT( a2• RDAN 7495 M2 Or M1 WEIGHT. FRAME 211-IGRATE 156• NAL• (DRAWING NOT TO SCALE) • Or approved by Hamilton County Surveyor's Office Or a(DRAWING NOT TO SCALE) (DRAWING NOT TO SCALE) approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) Or approved by Hamilton County Surveyor's OI(!ea (DRAWING NOT TO SCALE) // 111{11 HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE HAMIL'T'ON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 6 JUN 2005 REVISED: I JAN 2000 FRAME W/ 4 SIDED SEAT REVISED_ 11/16/2004 1/2" R IUS OPEN CURB BOX REVISED= !I/le/2004 _ CURB INLET CASTING REVISED: 11/16/2004 STANDARD PLAN ---- -- _ STANDARD PLAN STANDARD PLAN APPROVED; !f �s os'-- APPROVED-. �' STANDARD PLAN -- ALLAN H. WEIIJE P.E. 8827 SSD-1 APPROVED li A.�fso F _ t4FtMor APPROVED- _ /�fF� o� APPROVED YJ STANDARD PLAN KENT C.HARD AMILTON COUNTY SURVEYOR DATE KENTD C.WARD, AMILTON COUNTY SURVEYOR DATE M-`) KENTON W D,HAMILTON COUNTY SURVEYOR DATE CT-4 KENTD C.WAR ,HAMILTON COUNTY BUNVEYOR DATE CT-5 Iql- OS �-I rIT-(1 - KENTD C.WARD,HAMILTON COUNTY SURVEYOR DATE C J8 OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR -- ------ - __ _ OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR U BANK ARMORMENT AT OUTLET PIPE PIPELINE UTILITY INSTALLATION CROSS SECTION-OPEN 'CLASS 35°' AST"A_,6• IN OPEN CHANNELS _ (4)1'I25mm)DIA,ANCHOR BOLT TYPE•0'RECESSED POCKETS 12'MIN. z 12'MIN. HOLES ON A 33'Ca36m 1DIA.6.C. GRADE z ,.� '�'- I'l2enml NIDN LETTER$ - _ a a GRADE 0 o 3(.fwA„1 RICH LE71ERS TOP OF BANK TOP OF BANK i / / O " -- \\,\\/\ �\\� �\\�\\�\\�\ice Q \ /\�'�\\�/�\ \ \< ❑ ❑ 101 [ED) O M o AsT ++ tall \ \�/ ❑ STORM ❑ 25 Le•t64s..,,1 a211E0EaLAPART,PE'RK522642 '� O O O ❑ ❑ ❑ t32mm7 _a, O 3'MIN. 3'MIN. �O 1/ I .-.. -__.---- _ / ❑ Cl ❑ ❑ ❑ ❑ I z3 7/e•ue16.7i597mm1 1) K 1 o Q - J O WIDTH VARIES // UTILITY INSTALLATION O SLWER ❑ �� a .._Q_ O u 40 DUMPING E RCP OUTLET 12" MIN. pO0// -__^-- - O ❑ ❑ ❑ ❑ DAAINA TO WATIRTIAT �'• CEOMATILE"'~``o p0 2� 2'--+ O �� GEO-TE TILF UTILITY INSTALLATION CROSS SECTION �' T] II C -___� m CASTING NOTE: � m T OO MAT - _ (DRAWING NOT TD SCALE, O 2•(91mm7AAISEOLEITERS � = 1- 1 I 9 7 USE THE NEENAH 3501-L2 (OR EQUIVALENT) FLUSH•T TOP SURFACE OF LID AT THE LOW POINT INLETS AND THE NEENAH 0-u O 9° GRADED 12'MIN_ z 12'MIN. ___ I ` Y 7 9" GRADED Opp pOC�poO 1 ' w -� L o 3501-TR/TL (OR EQUIVALENT) AT THE FLOW RIPRAP IN o r o o ,' RIPRAP IN GRADE z a GRADE MADE IN USA' J_ J L N E GABIAN BASKET --- GABIAN BASKET THRU INLETS ----- --------- E H' N • \ z \ \C�\ .\\. .\�\.,\ "\ x7 ne•[7eT7mwl TRAMS � w 0" ALL TILE MAT SHALL EXTEND ENO MATTRES / ` \ \ \ \ /\\ 26]/E`(670nm)FRN1f r 219/16')16..1 Z E 0" ALL THE WAY AROUND THE � � 17/e'[4emm1 ---1 � 26'[661k.n7 GRATE - y � PERIMETER OF THE RENO MATTRESS. CROSS SECTION �\'` `�' \/�/�`%�` ° � rr(,LL RADIOS I 6 _ -ze•[635.n1 N m E O � -_ \\ 10'MIN. I lltn't32m.7 ,3 27 5/0•!702..1 / • ` J� 38 191-1 ECG m \ l N y E E 261/6'!664..7 A .I--- � 26'[660..1 � - -.`t- -` ul E - TOP OF BANK _ PlPEL1NE INSTALLATION - - T- p0 n, po 33'1838-1 OIA.EX. ° o I PIPELINE INSTALLATION CROSS SECTION II .r 2711]692.", o � -�----�.1.-_ TOE OF SLOPE p("10 O'7�0,_,O (DRAWING NOT TO SCALE) ANCHOR HOLE DETAIL zr tvH..1 L- _--____ _-.... .._ _-. FULL SCALE p eo When ]nstelling a utility in,through or across an open regulated drain, the 315TACKING LUG$ utility contractor will adhere to the following procedure. z•tslmmlLDHC K E 2 I/4' „" Z I'125..1 WIDE m (57mm1 - O �---CENTER LINE OF PIPE 1.Utility to be installed u minimum of five 'S') feet. below existing flow line E -_--� r 1----21'!533..1 ---�I-.-.r � ppop O op of drain. 111 petroleum pipelines and!nr high pressure transmission S Ptzs.ml (613..1 TOE OF SLOPE. p p lines are to be installed a minimum of ten (10') feet below existing flow m 112.113..) [z5mml [25nm1 r^ _________-__________ -__ I ----28 I1 2' L� � VD\�oVpjoo line of drain. ------ 9 35)/6'1911..1 r1 E O T�\ 1- x 0 Q V W [yl o O O 2.If S3nita l'y SC'Wef' 15 171.5`tal]P,d VT1de7' drain,Sealer shall be encased Wit}7 VOTE:ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [ME IHICL `;�av, 0. E- O FREE CPEN AREA: 278 SQUARE INCHES 1 I i concrete. Minimal distance shall be measured from Lop of concrete PICKHO[F DETAIL This casting !o be used when curb flow comes from both directions MATERIAL, CAST GRAY IRON ASTM A-48,CLASS 35B j m¢ TOP OF BANK WMTER SCALE FINISH. NO PAINT x M encasement. _ ..= 0 �^ o E �--12-�--12 "I 3.l)tility contractor shall adhere to oper. drain crossing standard during u _ WEIGHT: zee• � PLAN VIEW j construction process NEENAH 1642 or 1772 K1. ALL DD.(HI-ARE SHaw e.E.CL1.w(HETAlc1. NEENAH 3501 T,2 NOTE,ALL DIMENSIONS SHOWN ARE IN ENGLISH AND[METRIC) � E r/� \ N 4.Notify Surveyor's Office at (317)776 849:1 Lwo working days EAST JORDAN NAT(AIAL.oST WY IAa,ASEx A-,OLD_V>m MATERIAL,CAST GRAY IRON ASTM A-48,CLASS 358 NEENAH 4342 � HOLEY MOLEY SAYS fq 4 U, g y prior to 1045 FM AIHT MT 1A.10 EAST JORDAN 7495 M4 FINISH.NO PAINT EAST JORDAN �- �.Tir4R.FR4( 15M,Lto•1x4• - WEIGHT.FRAME 214••GRATE 177• I 6469N )f » j w installation and TbackftI1(ng. • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) DIG SAFELY o U !DRAWING NOT TO SCALE) • Or approved by Hamilton County Surveyor's Office (DRANINC NOT TO SCALE) O W o 4 HAMILTON COUNTY SURVEYOR`S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE IAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY -SURVEYOR'S "IT'S THE LAW" D. �+ ti V 0. 0 URVEYOR S OFFICE a CURB BI- IRECTIONAL CASTING REVISED: 11/16/2004 CALL 2 WORKING DAYS BEFORE YOU DIG o w REVISED 1 JAN 2000 MANHOL SOLID D CASTING REVISED: 11/16/2004 -- 1 JAY 2000 ( C) H] -- REVISeO. -- STANDARD PLAN STANDARD PLAN BEE VE INLET CASTING REVISED: 11/16/2004 >-800-382-5544 SHEET NO. UD o STANDARD PLAID STANDARD PLAN �-- UD " d� APPROVED:- ---�� `I A-co APPROVED- - �- °E v 0-4- �JA"1� APPROVED - /t� 6- APPROVED STANDARD PLAN p y v v KENTON C. YARD,HAM. TON COUNTY SURVEYOR DATE KF.N TON C'.W D.HAMIL ION COUNTY SURVEYOR DATE C --(J 5 / �,-'$OS APPROVED -' _ CALL TOLL FREE oN o o.° KENT C.WARD, AMiLTON COUNTY SURVEYOR DATE CT-1 KEN N C.WA ,HAMILTON COUNTY SURVEYOR DATE CT-7"'� -- � OS PER INDIANA STATE LAW IC 8-1-26. - __ KENTON C. RD,HAMILTON COUNTY SURVEYOR DATE CT-10 IT IS AGAINST THE LAW TO EXCAVATE V3 .. -- tO7]i m - WITHOUT NOTIFYING THE UNDERGROUND C606 Z :20� LOCATION SERVICE TWO (2) WORKING o,��.ow o�o DAYS BEFORE COMMENCING WORK. PROJE ADW06-0031 NO. 10 9 8 7 6 5 4 3 2 1 4 3 z 1 -_ IIIIIIIIIIIIIIIIIII 8 7 6 5 • � ND 00 0 10 9 � Oi "'%0 Vi 14 City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy E y January 3 2006 00 00 IT City of Carmel Right-of-Way Paving Policy January 13, 2006 ry ' City of Carmel Right-of-Way Paving Policy November 2, 2005 4)Concrete Curb � M M 0000 9 November 2, 2005 4)Asphalt Pavement 1) General � 1) General A)General A)The work subject to the requirements of this policy shall include the production, A)General shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other a)This work shall consist of placing concrete curbing on prepared soil subgrades or � w � A)The work subject to the requirements of this policy P a)This work shall consist of placing one or more courses of base, intermediate, or surface 'on and other work necessary to prepare ce with Section work necessary to prepare foundations and soil subgrades, install aggregate bases and Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. hauling/delivery, spreading, finishing, compaction hot mix asphalt HMA mixtures on a prepared foundation in accordance install a in ate bases and install one or more courses of base, intermediate, P (HMA) P P install concrete curbing within property within the corporate limits of the City of Carmel and b) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to e foundations, 99 9 _ 105.03 of the Standard Specifications. existing or proposed right-of-way. dimensional standards of the applicable City of Carmel Standard Details or in accordance /� V or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, �i■� b) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations R 9 multi-use paths. eater than those indicated on the approved construction B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to with the curbing details of the approved construction documents. auxiliary lanes and asphalt P and to thicknesses equal or greater B This policy hall be the basis for acceptance of the work by the City. Failure to adhere to documents. the requirements of this policy may result in non-acceptance of the work or other c) Materials used in the production of the concrete for the curbing shall be in accordance } p Y with Section 605.02 of the Standard Specifications. High early strength admixtures may C/� the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. Ip�4 �.,� c) Materials used in the production of the HMA mixtures shall be in accordance with Section remedies outlined in this policy. Standard Specifications. C)Workmanship, materials and quality of the work completed shall conform to the 2006 be utilized but shall not be considered in waiving any requirements of this policy. --1 remkm p conform to the 2006 401.03 of the Stan p W r completed shall Standard Specifications of the Indiana Department of Transportation (hereinafter referred to d) Equipment utilized for concrete curbing installation work, including but not limited o P-r C)Workmanship, materials and quality of the wok p to d)Equipment for HMA operations, including but not limited to production, GA rd Specifications of the Indiana Department of Transportation (hereinafter referred as Standard Specifications), except where deviations are allowed or specified herein, or production, hauling/delivery, placing, installation, jointing, curing, finishing f ri Stando p hauling/transportation, la down, compaction and miscellaneous/ancillary activity shall be in miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard except where deviations are allowed herein, or variances are Y p rd Specifications. variances are granted. Z 04 409 of the Stando as Standard Specifications), P accordance with Section p ranted. D)Where the minimum standards of any other governmental agency having concurrent Specifications. a Q g agency having concurrent e) Installation of the full pavement section indicated on the approved construction documents e Concrete production, mixing and hauling/delivery delive shall be in accordance with Section D)Where the minimum standards of any other governmental g y 9 for the entire area ll be paved must be completed in the same paving season. jurisdiction exceed these standards, the higher standards shall apply. ) P 9 9/ '� jurisdiction exceed these standards, the higher standards shall apply. Widening operations shall comply with the following: E) If any pion or other note or specification on the approved construction documents exceeds 502.10 of the Standard Specifications. J f Installation of the concrete curbing indicated on the approved construction documents g � other note or specification on the approved construction documents exceeds f) W g p excavated area shall be left as nearly vertical as the nature the minimum standards of this policy, the higher standards shall apply. ) g E) If any plan or o P (1) The outside face of the the minimum standards of this policy, the higher standards shall apply. 4 F) Nothing contained herein shall be construed as prohibiting the design and construction of shall be completed in the some paving season. (%� �:) d as prohibiting the design and construction o, of the material will permit and not wider than the outside limits of the widening F) Nothing contained herein shall be construe p 9 g section. improvements meeting higher standards, nor as discouraging petitions to appropriate B)Preparation 00 V1 discouraging petitions to appropriate ut to c clean governing bodies for variances for alternatives which can be supported by advances in a)The soil subgrade or Aggregate Base shall be subject to additional proof rolls in Op improvements meeting higher standards, nor as 9 9 P (2) The existing pavement adjacent to the widening area shall be sawc 'es for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. accordance with Section 203.26 of the Standard Specifications just prior to placing the Z W - governing bode edge. technology and are approved by other agencies with concurrent jurisdiction. 9 G)All work shall comply with the requirements of Section 105.03 of the Standard HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable W 9 3 The sub rode in the widened area shall be compacted in accordance with this policy. areas shall be corrected to the satisfaction of the Engineer before placement of any G)AII work shall comply with the requirements of Section 105.03 of the Standard (4) Widening mixtures shall comply with the pavement section indicated on the approved Specifications. �"� Specifications. construction documents. H)For the purposes of this policy, where the term Engineer is used in this policy and the concrete curbing. purposes of this policy, the term Engineer is used in this policy and the Standard Specifications, it shall mean: b)All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior H)For the P Y (5) Compaction of the widening shall be in accordance with Section 304.05 of the W 2 E Standard Specifications, it shall mean: Standard S ecifications. a)The Cannel City Engineer, staff of the Department of Engineering, other personnel to placing concrete curbing. d)The Carmel City Engineer, staff of the Department of Engineering, other personnel P employed by the City of Carmel, or authorized ogent(s) that may be retained to C)Weather and Seasonal Limitations B Preparation represent the City of Carmel. a)Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard O employed by the City of Carmel, or authorized agent(s) that may be retained to )a)he Aggregate Base shall be subject to additional proof rolls in accordance with Section n represent the City of Carmel. 203.26 of the Standard Specifications just prior to placing the HMA courses in b)The Harr�ilton County Highway Engineer, staff of the Hamilton County Highway Department, Specifications. There shall be no provision for installation below the temperatures V e The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be specified. nt s that may be accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to 9 I employed b Hamilton County, or authorized age ( ) Y e any paving operations commence. retained to represent Hamilton County Highway, per Se depending on the location of the work. b) No mixture shall to placed on o frozen subgrade or Aggregate Base. � '(� other personne y the satisfaction of the Engineer befor y p g p z retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard c) Under no circumstances shall concrete curb be placed between December 15 and Marc O � b All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA Specifications. 30. 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard ) P P mixtures. Specifications. es shall be tacked in accordance with Section 406 of the Standard J) Prior to commencing the work, the Contractor performing the work shall contact the d) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed Spec c) Milled asphalt surfaces 9 commencing the work, the Contractor performing the work shall contact the Engineer to schedule apre-construction meeting to review the Engineer's construction and approved by the City prior to November 30, placement of the concrete curb will be C J) Prior to c g Specifications. meeting to review the Engineer's construction p Section 406 of the requirements, staff notification requirements, required inspections for certain stages of the allowed up to December 15, provided that the ambient and soil subgrade or Aggregate 0 Engineer to schedule a pre-construction g d As halt surfaces between courses shall be tacked in accordance with C V ents staff notification requirements, required inspections for certain stages of the ) P work and to review the authority of the Engineer as it relates to the work. Base surface temperature complies with the requirements of Section 4C(i) of this policy r,,, requirements, Standard Specifications. work and to review the authority of the Engineer as it relates to the work. and the paving contractor e for the services of a full time construction inspector an e) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in K)Under no circumstances shall work subject to the standards established by this policy P 9 pay Under no circumstances shall work subject to the standards established by this policy Section 406 of the Standard Specifications. commence without obtaining approved construction drawings by the City of Carmel who shall act as an authorized agent of the Engineer. The Engineer shall select the K)Un accordance with S commence without obtaining approved construction drawings by the City of Carmel Department di Engineering construction inspector. an or. f) Surfaces on which a mixture is placed shall be free from objectionable or foreign Department of Engineering. materials at the time of placement. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and e) If the ambient and soil subgrade or Aggregate Base surface temperature complies with p testing of work subject to the requirements of this policy outside of the right-of-way shall the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete 2)Foundation g)Tack Coat material shall be distributed with equipment meeting the requirements of A General be determined at the pre-construction meeting. curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base 3 } Section 409.03(0) of the Standard Specifications. M)Dimensional and other standards for concrete curb shall be in accordance with the City of provided that the paving contractor pay for the services of a full time construction 0 a)This work shall consist of the construction/preparation of the foundation in accordance C Weather and Seasonal Limitations o with Section 105.03 of the Standard Specifications. a) HMA courses shall be placed when the ambient temperature and the temperature of the Carmel Standard Details. inspector and who shall act as an authorized agent of the Engineer. The Engineer shall > � Ov Q o w ? Q m Embankment or above. The En ineer shall determine N)Under no circumstances shall material other than. Portland Cement Concrete meeting the select the construction inspector. U � z �r z m z ° x ° �ED B)Excavation and Embank surface on which it is to be placed is 45'F (7'C) 9 embankment operations, all necessary clearing, temperature cam action g g p p p a z � � w ° rz x d a Prior to be inning excavation and em P ambient tem erature. There shall be no provision for low temp p standards established by this policy be utilized to construct concrete curbs within the f) The Engineer reserves the right to suspend all concrete curb placement operations if, in 9 the p the opinion of the Engineer, that prevailing we conditions and/or the condition of grubbing, scalping and topsoil stripping and subsequent backfilling for removed items corporate limits of the City of Carmel. a Q o Q o U o within the slope stake limits shall be performed in accordance with Section 201.03 and allowed by Section 402.16 of the Standard Specifications. 0)Under no circumstances shall extruded type curb be installed within the corporate limits of the subgrade and/or the Aggregate Base may result in substandard concrete curb 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and b) No mixture shall be placed on a frozen subgrade. the City of Carmel. placement, curing and finishing. �� J�J� c) Under no circumstances shall HMA mixtures be placed between December 15 and March D)Placement ° ° °° deleterious material shall be completely removed within the limits of the slope stakes. 30 2)Foundation b Excavations A)General a)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04c ������°��,� t readily d) If a foundation that is to receive one or more courses of base, intermediate, or surface °° °° o°° all spongy and yielding material that does no y foundation b the City prior a)This work shall consist of the construction/preparation of the foundation �n accordance and 6machi e of the Standard Specifications. w �^;N��;�� (1) After excavation operotions, p 9Y Y 9 HMA mixtures is laced and determined to be an approved Y Y P ) _ b Curb machines may be utilized in accorda,C�ce with Section 605.04(h of the Standard h ���°N N"'°° compact shall be removed from within the slope stake limits and the resulting void P with Section 105.03 of the Standard Specifications. Q °^°°°°°°° ° and compacted in accordance with Section 203 to November 30, placement of HMA courses will be allowed up to December 15, provided shall be refilled with suitable material a p that the ambient and foundation surface temperature complies with the requirements of b)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications provided that the equipment conforms to the requirements of Section of the Standard Specifications. Specifications and the requirements of this policy, of the Standard Specifications. depressions within the slope stake limits resulting after excavation Section 4C(i) of this policy and the paving contractor pay for the services of a full time B)Excavation and Embankment c) Formwork shall comply with the requirements of Section 605.04(b) of the Standard (2) Any pronounced p construction inspector and who shall act as an authorized agent of the engineer. The Specifications. operations shall be refilled with suitable material and compacted in accordance with P a)Prior to beginning excavation and embankment operations, all necessary clearing, Engineer shall select the construction inspector. V Section 203 of the Standard Specifications. ambient and foundation surface temperature complies with the requirements of grubbing, scalping and topsoil stripping and subsequent backfilling for removed items d) Forms shall be removed in accordance with Section 502.16 and 605.04 b) of the W c Embankments e) If the a within the slope stake limits shall be performed in accordance with Section 201.03 and Standard Specifications. LO Section 4C i of this policy between A ril 1 and April 15, HMA course shall be allowed to U w o 1 Embankments shall be constructed in accordance with Section 203 of the Standard () P Y p p 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and E) Joints o Obe placed on an approved foundation provided that the paving contractor pay for the S ecifications. f a full time construction inspector and who shall act as an authorized agent deleterious material shall be completely removed within the limits of the slope stakes. a)Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard o � P services o Specifications. (2) All spongy and yielding material that does not readily compact shall be removed of the Engineer. The Engineer shall select the construction inspector. b) Excavations % embankment o erations. 9 of the (1) After excavation operations, all spongy and yielding material that does not readily b) Joints shall be installed at intervals of 10 feet or less; 5 foot or less along radii. Joints CD from within the slope stoke limits prior to embank p in f) The Engineer reserves the right to suspend all paving operations if, in the opinion limits resulting after clear compact shall be removed from within the slope stake limits and the resulting void in integral curb and sidewalks shall be locoted at the some location as the joints in the w z�� Q (3) Any pronounced depressions within the slope stake 9 9' Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or ul w oa�, In it removal shall be refilled with suitable material and g placement, spreading and finishin shall be refilled with suitable material and compacted in accordance with Section 203 adjoining sidewalk. Joints may 11 sawed or tooled to a minimum depth of 'fzt inch. w z 3o C, grubbing, scalping and topsoil the Aggregate Base ma result in substandard HMA plac p 9 9 d in accordance with Section 203 of the Standard Specifications prior to y of the Standard Specifications. c) Preformed expansion joints shall be placed at intervals of 50-feet h less, at all L o w�¢�o ° embankment D)Spreading and Finishing HMA course b (2) Any pronounced depressions within the slope stake limits resulting after excavation castings, the beginning and end of all curb returns, the end of each days work and `� oW YWZ°J�w embankment operations. 'thin the a) HMA courses shall be placed upon on approved foundation or other y embankment, the original round surface within Standard operations shall be refilled with suitable material and compacted in accordance with where abutting existing construction. In addition to these requirements, expansion joints rn Q °�Z�°'J�a�a (4) Prior to the construction of any em 9 means of to down e ui ment in accordance with Section 409.03(c) of the a '��WZU`�=Uz limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted Y q p Section 203 of the Standard Specifications. integral curb and sidewalks shall be located at the same location as the expansion joints Specifications. Z O N o o� o in the adjoining sidewalk. �, 5Z z W-W W W W- in accordance with Section 203 of the Standard Specifications. c) Embankments z N _ M �� well drained and shall be protected to prevent b) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective ° WZ�Z�ZZZZ� (5) Embankments shall be shaped to be action shall be taken to prevent contin:,ation of these conditions. Segregated or flushed (1) Embankments shall be constructed in accordance with Section 203 of the Standard F) Finishing and Curing ion. I be removed if directed. So°cifications. a)The concrete curb shall be finished and cured in accordance with Section 502.14, E ooWo�0000� eras � ,,,(�wNwNNN(no om acted de th, com action method or bleeding HMA mixtures shaI w op W of each embankment lift, final c p P P deficiency of binder shall be removed and replaced. (2) All spongy and yielding material that does not readily compact shall be removed 502.15, 504 and 605.04(f) of the Standard Specifications. a QWC7�3x x W�-'� (6) Loose depth c All areas showing an excess or def c y shall be in accordance with Section 203 of the Standard ) g from within the slope stake limi':� prior to embankment operations. b) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. and compaction requirements d)All HMA mixtures that become loose and broken, mixed with dirt, or is in any way `,11'Irlrl,' S ecifications. For formed concrete curb, curin cam ound shall be a lied to all ex osed surfaces ��; r/i P defective shall be removed and re laced. (3) Any pronounced depressions within the slope stake limits resulting after clearing, g p pp p ��� H, / P grubbing, scalping and topsoil removal shall be refilled with suitable material and including sides after any forms are removed. ��`�\`\�PN WFj ��i,�� C)Soil subgrades E Joints b rades shall be prepared only after the installation of all utilities and subsurface ) compacted in accordance with Section 203 of the Standard Specifications prior to c)The concrete curb shall be allowed to cure for a minimum of 5-days prior to � ..�G\STERr,, . ' •%^ a) Su g P P x) Joints shall conform to the requirements of Section 401.15 of the Standard . ' drains indicated on the approved construction documents to be located under the embankment operations. commencing backfilling operotions adjacent to the concrete curbing. - NO. .� Specifications. (4) Prior to the construction of any embankment, the original ground surface within the G)Backfilling - pavement are completed. Trench backfilling work of these installations shall be in P = • 8827 _ specifications. F) Compaction limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted a)The spaces adjacent to the concrete curb shall be backfilled in accordance with Section � • _ accordance with the City of Carmel Trench Backfilling p a)The HMA mixture shall be compacted with equipment in accordance with Section in accordance with Section 203 of the Standard Specifications. 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and -0 STATE OF . b)The subgrade shall be shaped to the required grade and sections, free from all ruts, 409.03(4) of the Standard Specifications immediately after the mixture has been spread he or other irregularities. (5) Embankments shall be shaped to be well drained and shall be protected to prevent accepted by the Engineer in accordance with Section 5 of this policy. �� �v corrugations, and approved in accordance with and finished. �e ./ IAN, ) , c The subgrade shall be uniformly prepared, compact^d a pp erosion. b) Backfilling operations shall be completed prior to opening the area to regular construction � ,.. . 9 b Rollers shall not cause undue displacement, cracking, or shoving. 6 Loose depth of each embankment lift, final compacted depth, compaction method traffic. ) ( ) r //�///ii�sSIONAI.. 'U,��\' Sections 207.02, 207.03 and 207.04 of the Standord Specifications. 5)Inspections d Sub grades shall be inspected and approved by the Engineer before any aggregate base and compaction requirements shall be in accordance with Section 203 of the Standard 5}Inspections ���►��►rr�� ��� 9 A)All materials furnished and each part or detail of the work will be subject to inspection per i"�.)All materials furnished and each part or detail of the work will be subject to inspection per ` or hot mix asphalt pavements are constructed. A proofroll shall be conducted in ll Specifications. Unacceptable areas sha Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work C)Soil Subgrodes Section 105.10 of the Standard Specifications for the purpose of ascertaining that the war accordance with Section 203.26 of the Standard Specifications. p mix is �n substantial conformance with this policy and the approved construction documents. before an aggregate base or hot _ of commencing a}subgrades shall be installed on foundations constructed in accordance with Section 2(A) is in substantial conformance with this policy and the approved construction documents. be corrected to the satisfaction of the Engineer Y B)The Contractor shall notify the Engineer a minimum of 48 hours in advance 9 halt paving operations commence. standards established b this policy. and Section 2(B) of this policy and only after the installation of all utilities and B)The Contractor shall notify the Engineer a minimum of 48-hours �n advance of commencing ALLAN H. wEtxE P.E. 8s asp P 9 P an work subject to the sta y P e At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but Y J II schedule roofrolls with the Engineer a minimum of 48-hours in subsurface drains indicated on the approved construction documents to be located under any work subject to the standards established by this policy. C The Contractor shall p the pavement are completed. Trench backfilling work of these installations shall be in C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48 hours in remains uncovered for a period of 14 calendar days prior to placing stone or is subject )advance of such roofrolls. advance of such roofrolls. to a measurable rain event prior to placing stone, shall be subject to additional proof P accordance with the City of Carmel Trench Backfilling specifications. p Aggregate Base. D)Sampling and testing of materials, equipment or construction work may be required at the rolls prior to placement of the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining b)The subgrade shall be shaped to the required grade and sections, free from all ruts, D)The Contractor and Engineer will conduct an inspection of the new concrete curbing or any P exp damage, including freezing or random cracks. The inspection and all necessary repairs shall D)Existing Pavement corrugations, or other irregularities. nce with Section 306.02, 306.03, that the work is in substantial conformance with this policy and the approved construction a Milling of existing pavement surfaces shall be in accordance Som lip and testing shall conform to the requirements of the sections of the c)The subgrade shall be uniformly prepared, compacted and approved in accordance with be completed prior g backfilling operations. } 9 documents. p g 9 E) Sampling and testing of materials, equipment or construction work may be required at the 306.05, 306.07 and 306.08 of the Standard Specifications. Sections 207.02, 207.03 and 207.04 of the Standord Specifications. coon uncovered Burin the milling Standard Specifications applicable to the portion of the work suspected to be d)Subgrades shall be inspected and approved by the Engineer before any aggregate base expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining b) Localized weak areas of the existing pavement se g or 305 of non-compliant or as directed by the Engineer. !� V P accordance with Section 30 uncovered red du, 304.05 lance with standards of or concrete curbs are constructed. A proofroll shall be conducted in accordance with that the work is in substantial conformance with this policy and the approved construction process shall be repaired in accord n �ij ions. E)Where the Engineer determines that is necessary to confirm comp) Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to documents. Sampling and testing shell conform to the requirements of the sections of the the Standard Specificat quality or thickness, avements shall be cored and tested at the expense of the Contractor. c Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, q Y P the satisfaction of the Engineer before the placement of any Aggregate Base or concrete Standard Specifications applicable to the portion of the work suspected o e debris and dust resulting from the operation. The average thicknesses of all courses must equal or exceed the minimum prescribed by curbing. non-compliant or as directed by the Engineer. Section the approved construction documents, and no single core shall show a deficiency greater per longer than those times stipulated in pavement section e)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but F)Where the Engineer determines that is necessary to confirm compliance with standards o d d) Milled areas that remain open to tra g than one half inch (1/2 ) .n any course or total thickness from the p 06.05 of the Standard Specifications shall be subject to liquidated damages outlined in construction documents. remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or quality or thickness, concrete curb shall be cored and tested at the expense of the 3 p indicated on the approve Specifications. The Contractor shall be responsible for Pp engineers or contractors concrete curbing or is subject to a measurable rain event prior to placing Aggregate Contractor. The average thicknesses of the curb must equal or exceed the minimum Section 3of these of the Standard p F) Such inspections shall not be construed to relieve the developers g payment of these liquidated damages. Base or concrete curbing, shall be subject to additional proof rolls prior to placement of prescribed by the approved construction documents. in any way from their obligations and responsibilities under their contracts. Specifically, the Aggregate Base or concrete curbing. G)Such inspections shall not be construed to relieve the developers' engineers or contractors 9 3)Aggregate Bases inspection by the Engineer, or by retained engineers or testing agencies, shall not require A General 3)Aggregate Bases in any way from their obligations and responsibilities under their contracts. Specifically, ted aggregate on a re prepared soil subgrade in them to assume responsibilities for the approved construction documents, for any A)General inspection by the Engineer, or by retained engineers or testing agencies, shall not require �/� a)This work shall consist of placing a compac P P `" -1 U - accordance with Section 105.03 of the Standard Specifications, misinterpretation of the approved construction documents by the contractors during a)This work shall consist of placing a compacted Aggregate Base on a prepared soil them to assume responsibilities for the approved construction documents, for any � b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. subgrade in accordance with Section 105.03 of the Standard Specifications. misinterpretation of the approved construction documents by the contractors during G Work identified to not meet the requirements of this policy or the approved construction b)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. � H �� Specifications. )documents, unacce table work, whether the result of poor workmanshrp, use of defective material shall be obtained from a Certified Aggregate Producer in accordance with P Specifications. H)Work identified c not meet the requirements of this policy or the approved construction c)The materials, damage through carelessness, or any other cause found to exist prior to the 17 of the Standard S ecifications. removed immediate) and replaced in an acceptable c)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in documents, unacceptable work, whether the result of poor workmanship, use of defective In Section 9 P final acceptance of the work, shall be rem y P materials, damage through carelessness, or any other cause found to exist prior to the a d)The Aggregate Base material shall be handled and transported to, and on, the work site P accordance with section 917 of the Standard Specifications. `_I minimizes segregation and moisture loss. manner at the Contractor's expense. d)The Aggregate Base material shall be handled and transported to, and on, the work site final acceptance of the work, shall be removed immediately and replaced in an acceptable z in a manner that H If the Contractor fails to comply forthwith with any order made under the provisions of this Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal ) in a manner that minimizes segregation and moisture loss. manner at the Contractor's expense. e) subsection, the Engineer will have authority to cause unacceptable work to be remedied or E-4 1i on the approved construction documents. v d and to deduct the costs e)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses I) If the Contractor fails to comply forthwith with any order made under the provisions of this or greater than those indicated pP removed and replaced; to cause unauthorized work to be remo e , B Tem erature and Seasonal Limitations equal or greater than those indicated on the approved construction documents. subsection, the Engineer will have authority to cause unacceptable work to be remedied or o ) p accordance with the temperature limitations of from any monies due or to become due. ) p removed and replaced; to cause unauthorized work to be removed; and to deduct the costs a)The Aggregate Base shall be placed in p 1) Work done contrary to instructions provided by the Engineer shall be considered 3 Tem erature and Seasonal Limitations Section 301.04 of the Standard Specifications. a)The Aggregate Base shall be placed in accordance with the temperature limitations of from any monies due or to become due. y Z b Frozen material shall not be placed. unacceptable and subject to immediate removal and replacement in accordance with the Section 301.04 of the Standard Specifications. J) Work done contrary to instructions provided by the Engineer shall be considered "C� unacceptable and subject to immediate removal and replacement in accordance with the v) � o instructions provided b the Engineer. b) Frozen material shall not be placed. " 1 `J c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to P Y 9 allow paving in accordance with Section 4C(iv) of this policy. 6)Acceptance c)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to instructions provided by the Engineer. A)Before acceptance of any phase of construction, the Engineer shall determine if the allow paving in accordance with Section 4C(iv) of this policy. 6)Acceptance) fore j' a C)Preparation im rovements are in substantial compliance with this policy (except for any variances r4 a The prepared foundation shall be free from objectionable or foreign materials at the time P C)Prepo-ation A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements granted) and the approved construction documents of placement. this a)The prepared soil subgrade shatl be free from objectionable or foreign materials at the are in substantial compliance with this policy (except for any variances granted) and the additional roof rolls in accordance with Section 203.26 B)The Engineer may, at his sole discretion, accept work that is not in conformance with time of placement. approved construction documents. b)The subgrade shall be subject to add P subgrade policy provided that the work is bonded for a period greater than three years. The Engineer � a{ Specifications just prior to lacing the Aggregate Base on the g b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 P)The Engineer may, at his sole discretion, accept work that is not in conformance with this ti of the Standard Sp J P P shall establish the extended bonding requirement. in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to of the Standard Specifications just prior to placing the Aggregate Base on the subgrode policy provided that the work is bonded for a period greater than three years. The Engineer 01 v the satisfaction of the Engineer before any Aggregate Base is placed. Cn in accordance with Section 2C(v) of this policy Unacceptable areas shall be corrected to shall establish the extended bonding requirement. o D)Spreading and Finishing the satisfaction of the Engineer before any Aggregate Base is placed. W a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard D)Spreading and Finishing o Specifications. a)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard w P S ecifications. a o a b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the P _ -U c N Standard Specifications. b)The Aggregate Base shall be compacted in accordance with Section 301.06 of the 0. o c) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar Standard Specifications. 0 days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar c) Concrete curb shall be placed over the Aggregate Base within 14 colendar days. SHEET N0. a as o days or experience o measurable rain event prior to the placement of subsequent paving Aggregate Bases that lay exposed for o period of time greater than 14 calendar days or M courses shall be subject to inspection and acceptance by the Engineer. At the discretion experience a measurable rain event prior to the placement of concrete curb shall be C607 S a� of the Engineer, additional proof rolls may be required. subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, 0 additional proof rolls may be required. ' -0-CD PROJECT W06-0031_C I O U y OU�p ZN/r N ,°o r .0 1;j co _ 1 10 9 8 7 6 5 4 3 2 1 • � 00 W � o U \d M, eN Z000 0 0 Qo dam' h � � M M 00 U s w w U W a r-� aA �a � 00 N CITY OF CARMEL UTILITY PIPE INSTALLATION x+a W All work shall be in the best practices of the water utility industry and the TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT 9. The Contractor shall be responsible for verifying that all state highways, city, and county SUMMARY OF REQUIREMENTS FOR CORE DRILLING MANHOLES American Water Works Association, and in accordance with all applicable WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT permits have been obtained by the developer prior to start of construction. Federal, State, and local codes and regulations. 104 REVISED MAY 2002 1. 1. A current certificate of insurance is required to be on file prior to the O ^ 10. The Contractor shall be required to furnish the developer ' s Engineer with a set of prints, work starting. F U Furthermore: 1. Standard specifications of the District and Indiana Department of Transportation shall apply for marked in red pencil, showing actual sewer location and invert, to include lateral location, depth all work and materials. Pipe shall be installed in accordance with Section 715. and length. Such asbuilt prints must be received by the Engineer before the final contract 2. Before starting to dig check manhole for level. If questionable, plumb-bob i) Any damage done to the City of Carmel Utility's system by the Z payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated manhole, notify General Contractor & CTRWD. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D.R. 35) and ASTM on the surface with a metal fence post set immediately above the said Contractor/Developer of his affiliates shall immediately be repaired, to the Z 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic having termination point. 3. The manhole shall be properly supported during the core drilling process. satisfaction and direction of the City of Carmel Utility by the N a cell classification of 124546. Contractor/Developer at his own expense. h 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said 4. No coring, cutting, or drilling is permitted within six inches (6") of a barrel C 3. PVC sewer fittings shall conform to the requirements of ASTM D-3034-89 specification. Fittings test shall be conducted according to ASTM 1417-92, and shall be witnessed by an Engineer and joint. The hole edge shall be a minimum of six inches (6") from any joint. 2) Should the Contractor/Developer propose to depart from the in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for specifications contained herein, he shall submit samples and/or specifications fabricated in accordance with section 7.11 with manufacturers depths as specified in sections 6.2 and 7.3.2. Fittings and larger shall be molded each foot of water above the sewer line being tested. 5. Any holes cut in the field shall be smoothly and cleanly drilled with a of such alternatives to the City of Carmel Utility before proceeding. urers standard pipe bells and gaa skets. core-drill or in a manner acceptable to CTRWD. The hole shall be wiped Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in clean. Boot shall meet ASTM C-923 specifications. Boot to be for ASTM 3) No work shall be performed under conditions which in the opinion of the for elastomeric joints shall be molded with a minimum cross-sectional area of 0.20 square place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. 3034-SDR-35 pipe. City of Carmel Utilities would adversely affect the quality of the finished job. o inches and conform to ASTM F-477 specification. Fittings shall be manufactured by Harco or (*The following are considered non-flexible pipes: concrete pipe, ductile iron pipe, and cast iron equal. pipe). The deflection test shall be performed with a nine-point mandrel. Proving rings shall be 6. Boot installation shall be flush top to bottom inside manhole. Inside E- ° a � Q o Q o CD available. 4) The Contractor/Developer shall conduct his work so as not to interfere w CO z m 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C-478 and Wedgeband shall be tightened to seventy-five (75) foot-pounds (torque). o z o o � 0 Retorque after fifteen (15) minutes. with the present operation of the existing City of Carmel Utility's a Q Q Q Q Section 720. 0-rings shall conform to C-443. Kent Seal or equivalent shall also be applied to all 13. All mandrel testing shall be observed by a professional engineer representative for certification water/sanitary sewer system. If any work interference is encountered joints and between riser rings and castings. Manhole step spacing shall be no more than and a representative of the District. 7. Lube pipe with approved water dispersible lube at four (4) points very lightly between the City of Carmel Utility and the Contractor/Developer, the City of J J J J J J J J J J 16-inches. Manholes shall be air tested or leakage in accordance with ASTM C1244-93, Standard 90-180-270-360 degrees). Insert twisting and pushing pipe to proper ( 9 ) 9 P 9 P P P P Carmel Utility will receive priority in scheduling. w Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. 14. The ends of laterals are to be plugged tight with o braced plastic disc or cap capable of depth. Tighten the outside stainless steel clamp to sixty (60) foot-pounds ���������� withstanding a low pressure air test without leakage. torque. 0000000000 A. Installation and operation of vacuum equipment and indicating devices must be in w ��N M-V�co-M E. N C, Q accordance with manufacturers recommendations and performance specifications which 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6-inches below the pipe to 8. For cored holes, penetrations and/or other opening through a manhole or ID r CO CO co co 0)M 01011 have been provided by the manufacturer and accepted by the Engineer. The vacuum 12-inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6-inches other sanitary structure, a separation of greater than eighteen (18) inches equipment must be capable of testing the entire manhole, including the casting and riser below the pipe to the spring line of the pipe and from this point to 12-inches above shall be betweer� the outer edge of resilient connectors is desired. If a separation of rings. fill sand or equivalent. Manholes shall be placed on no less than 6-inches of No. 8 crushed less than eighteen (18) inches exists, then additional reinforcement will be CITY OF CARMEL WATER UTILITY stone bedding. required in the structure or the structure diameter shall be enlarged to Developer Installed Water Mains B. With the vacuum tester set in place: provide the required separation. N o 1. Connect the vacuum pump to the outlet port with the valve open. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3-6-9. 1) Contractors shall call City of Carmel Utility for an on-site j J 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. 9. Cored holes, penetrations and/or other opening through a manhole or other pre-construction meeting before work begins. Contractor must have approved C> 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be sanitary structure shall have a minimum separation of eight (8) inches from plans on-site and all materials to be used must be approved by a City of C. Accepted standards for leakage will be established from the elapsed time for a properly protected and/or barricaded when left unattended. the outer edge of resilient connectors. Carmel Utility inspector. w ° negative pressure change from ten (10) inches to nine (9) inches of mercury. The W Z 55R J� o maximum allowable leakage rate for a four (4) foot diameter manhole must be in 18. No water shall be permitted to flow into the sanitary sewer system during construction. �' J ta_1-W Z w z a o o N 2) Contractor will allow inspection by City of Carmel Utility inspectors during ° accordance with the following: Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be c ° w �Z directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC the construction of the water main extension and will honor the City of W °� LwZo°�W Minimum Elapsed Time for a 3-6-20). Any pipe entering existing sewers shu'I be plugged with screw type mechanical, braced Carmel Utility's request for field changes in main extensions related to z �JZ��JC<�°- d ��p OCO ZU U2UZ Manhole Depth Pressure Change of 1 Inch Hg plug until such time as all tests on the sewers have been completed and the lines have passed location, workmanship and materials as they relate to City of Carmel Utility < Z M W o W W W W s 00 feet or feet buts<15 feet 75 seconds all punch lists. standards and specifications. z WZ�z�zzzz� a ui uj y °o�Eow0000� >15 feet but <25 feet 90 seconds 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main 3 The Contractor will have water main extensions pressure tested per City line sewer. ) P P Y of Carmel Utility specifications and witnessed by City of Carmel Utility's For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and 01111//1 inspector. \`������ N H. for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the 20. Forty-eight (48) hours notice shall be given to the District prior to the start of sewer \� P time requirements for four (4) foot diameter manholes. For all manholes deeper than construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 'G�STFRF. 4) The Contractor will conduct the disinfection of water main extension, with twenty-five (25) feet, the Engineer will determine the applicable minimum elapsed 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and direct supervision by a City of Carmel Utility Operator. _ NO. time. be self-sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 - • 8827 • D. If the manhole fails the test, necessary repairs must be made and the vacuum test inches. Waterproof castings shall be Neenah R-1916-F1 and stamped SANITARY SEWER. 5) Only after the water main extension passes the City of Carmel Utility's = -o `. ZZ �p and repairs must be repeated until the manhole passes the test. laboratory STATE OF <v testing, and two (2) sets of AS-BUILT plans have been turned in %, 0, .. �N p, ..`�� 22. The minimum sloe for sewer acceptance b the Clay Township Regional Waste District are: �� .,DIAN... ) P P Y Y P 9 to the City of Carmel Utility, will the water be turned on by the City of ,, Fs �G `.� disassembled and the sealants seare pulled out during the vacuum test, the manhole rr ust be Size 1C� Pipe OMinim m Constructed Slope Carmel Utility. �'ii���S/ONA'i. 'C �\\` 10-inch 0.28% .�� F. Manholes will be subject to visual inspection with all visual leaks being repaired. 12-inch 0.28% 15-inch 0.15% ALLAN H. WERE P.E. 8827 5. Butyl rubber coating shall be applied around each manhole joint from 6-inches above to 18-inch 0.12% 6-inches below each joint. The appropriate primer shall be applied prior to applying the rubber CITY OF CARMEL UTILITY STANDARDS coating. Inside joints to be filled with precoot plug material. 23. The Contractor shall provide measurements of the slope of the sewer for each manhole NOTES: section as construction progresses. Such measurements shall be certified by a Registered Land 6. The manhole chimneys, including all riser rings shall be sealed using Infi-Shield Uniband or Surveyor or Engineer and be available on-site for observation by the District's Inspector. No more 1) Absolutely no Kennedy Fire Hydrants or Valves are allowed. approved equal. Prior to placement, the top 4-inches of the manhole cone and casting frame than three manhole sections can be constructed in advance of such shall be cleaned and primed. The Uniband shall extend from 3-inches below the top of the cone measurements. section to 2-inches over the flange of the manhole casting frame. 2) Only Tyler Valve Boxes are allowed. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field other affected sewer sections shall be reconstructed to meet such minimum slopes. 3) Ductile Iron Pipe in lengths of 20 feet is the only length allowed. by the Engineers representative should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the adjusting rings shall be 12-inches. terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. CITY OF CARMEL WATER-WASTEWATER UTILITIES 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches WATER OPERATIONS MANAGER: PAUL PACE opening within 5-feet of paved roadways shall be backfilled with granular material in accordance 317-571-2648 with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a PPACECCI.CARMEL.IN.US C-D 9 minimum of 6 months after backfill has been in place. NOTE: CONTACT DIRECTLY FOR ALL WATER o AND SANITARY SEWER MAIN LOCATIONS. 2 z O 1`� U l c� Z E.. o .O H � W � r , L r � o o O w � c O I U cn a w i E O a a� o W w O %- / o a' O SHEET NO. 0 �i dl V /U C O p_NO N d N'C �C,U CO 5_6. = U W m r PROJECT NO. 0 O w F- 0r ° W06-0031 °goo 10 9 8 7 6 5 4 3 2 1 _ ___ _ 10 - � 9 IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII __ ___ 8 7 b 5 4 J Buckeye Partners, L.P. and Affiliates 3.0 Specific Guidelines 1 Right-of-Way Use Restrictions Specification 3,6 Temporary Access Roads and Construction Vehicle Crossings Attachment 1: Buckeye Facility Locations and Phone Numbers Revision 2 v v Attachment 4: • ^4 � � �U 3.1 Cover. Grading and Drainage .-� 3.6.1 General Requirements; \O C Purpose and Scope 3.1.1 Cover and Grading: a. Trucks carrying a maximum axle load up to 15,000 pounds may cross the right-ofway Connecticut & Massachusetts South Windsor 860 289 3331 Requirements for Submission of Design P after Buckeye has confirmed a minimum cover of 48 inches over the pipeline. Florida Port Ever lades _a5!1:5:22-84 g tans N a. The existing cover over the pipeline shall not be modified without Buckeye's written g 64 Buckeye Partners, L.P. and Affiliates d0 d. C4 This Right-of-Way Use Restrictions Specification (hereinafter called "Specification") has been developed approval. b. For all other cases, earthen ramps (see Attachment 6), swamp mats, reinforcedconcrete Indiana & Illinois _�_ _ _ East Chico ? - _ go 219 97 3656 00 00 IV y Buckeye Partners, L.P. and Affiliates (hereinafter called "Buckeye") and is intended for landowners, b. The final grading shall net a minimum cover of 36 inches over the eline. slabs, or steel , ates may be required. Loading conditions and protection measures will P P be Indiana Huntington 260 356-5 1 Contact Buckeye's local Field Operations utility owners, general contractors and their sub-contractors, pipeline/utility contractors, real estate evaluated and dictated by Buckeyes Engineering Department, 802 p Supervisor to arrange for a field de Z .-� .-.r pp C. In areas where buildings ore proposed within 50 feet of the pipeline or due to other P hole 9 termination by probe O Michigan Wayne 734 721- (s) of the vertical and horizontal locations M M 00 developers, brokers and agents, lending officers and title underwriters, engineers, architects, surveyors, c. During the use of an approved temporary construction road, Buckeye may require that 8834 ons of the pipeline(s).s . Arran e for Y surface im improvements and or in areas determined b Bucke e, final Y y q at the P P ( ) g your Surveyor to and local / governmental elected staffs (hereinafter called "Crossing Party") as a guideline for the P / Y y grading shall net a Crossing Party provide additional protective measures deemed necessary to prevent damn e Missouri & Kentucr St. Louis 314 231-2000 meet with Buckeye's Field Representative on-site in order to record this inform minimum cover of 48 inches over the pipeline. 9 information for design and construction of proposed land development. to the pipeline. New Jersey Linden incorporation into your design plans. This locating service can be scheduled by contacting the (7� d. The maximum allowable cover/soil shall not exceed 6 feet without Buckeye s written 908 862-2544 Buckeye facility near your location (see Attachment 1). U w W approval. d. Buckeye will limit the number of temporary construction roads constructed b the Crossin New York Auburn 'C 44 H appreciates this opportunity to work with you in the planning stages of our development or Party. Y 9 315 253-5395 Y pp pp Y y p 9 9 Y P ( e. Use of vibratory equipment larger than walk-behind units is not permitted within 25 feet New York Cit 718 656-5746 V construction activity), and we look forward to working with you proactively. Buckeye's primary concern of the pipeline. ( ) Note: At Buckeye's request, you will be required to provide excavation equipment (at your � when activities are taking ace near our Ohio Lima 419 229-0166 expense) in order to assist Buckeye's Field Representative i W g p pipeline is public safety and environmental protection. The p n accurately locating the pipeline. intent of this Specification is to provide a clear and consistent set of requirements that will: (1) 3.1.2 Drainage: 3.7 Railroad Crossings Mantua (330) 274-2234 reduce the risk of damage to our pipeline and related facilities; (2) ensure unencumbered access to o. Detention ponds, lakes, structures or any type of impoundment of water, temporary or 3.7.1 General Toledo (419 698-8190 2• The location of each robe hole along P g with the corresponding depth of the pipeline(s) shall e( � our right-of-way and pipeline facilities and the availability of adequate workspace for routine permanent, are prohibited within the right-of-way. Hera) Requirements: Pennsylvania Boothw n 610 459- recorded b our S 2 maintenance, future inspection, and/or repair work on our pipeline; and (3) enable the effective a. A minimum clearance of 72 inches is re Y 3441 Y y Surveyor. Buckeye's local Supervisor will consider site conditions and pipeline(s) a b. Culverts are not permitted within the right-of-way. required between railroad tracks and the pipeline. Coraopolis (412) 264-7432 location to determine the number of and distance between probe holes. As a minimum, the i corrosion protection of our pipeline. C. Any modifications to an existing drainage pattern shall be designed such that the erosion b• A minimum cover of 36 inches is required between the bottom of drainage ditches on pipeline(s) shall be located at each proposed road r either side of a railroad and the pipeline. pipeline(s)(814) 695-4852 P P o utility crossing, drainage channel or ditch, , rwA of the pipeline cover is controlled. Mechanicsburg 717 766-7633 and other areas of proposed grade change within the pipeline ri h - - All such activities and projects that are performed near Buckeye's pipeline facilities are subject to C. For railroad main lines, the pipeline crossing must comply with local railroad guidelines 9 ( ) 9 p p g t of way. � a J d. For drainage channels and ditches, a minimum of cover of 60 inches is required between _ Macun ie 4 formal review by Buckeye prior to issuance of final written approval. Depending on the scope of the that delineate the requirements for carrier pipe, casin 84 232-4352 a the pipeline and the bottom of the drainage canal or ditch (see Section 3.3.1.f for road P P g pipe, and clearances. Buckeye's g ( ) 2 3. Using the robe hole data project and its impact on Buckeye's pipeline facilities, additional engineering requirements and Engineering Department shall be consulted for the review of any State submittals. Texas Liberty 936 336 5773 p , accurately show Buckeye's pipelines) on your design plans. Include all r�'' protective measures may apply. The following requirements are not only the policy of Buckeye, but drainage ditches). reference and location information for each probe hole on your design plan, including the date d. For private spur crossings, Buckeye will determine the railroad entity having jurisdictional g a [� comply with regulations set forth d the United States Department of Transportation, Safety and name of Buckeye's Field Representative who performed the field work. J° 01 P P Y 3.2 Aboveground and Underground Structures authority to dictate crossing requirements. a Regulations, 49 CFR, Parts 192 and 195. 4. The pipeline and 'a 3.8 Farming and Field Tile p p probe hole data must be shown on individual drawings depicting the existing site p � We want to be a good neighbor, but to do so requires us to act responsibly in protecting our 3.2.1 General Requirements: conditions and the proposed site conditions. Hi hli ht the o0 P Y P 9 a. Buildings or other structures, including, but without limitation, overhanging balconies, patios, 9 g pipeline(s) in yellow. In your plan right and preventing damage to the pipeline system. While we want to make eve effort to 3.8.1 General Requirements: transmittal letter, identify/list all of the drawing sheets that show the pipeline(s).rY decks, swimming pools, wells, walls, septic systems, propane tanks, transformer ads, or p p (s) d' accommodate your desired use of your property, our responsibility for public safety is paramount. P a. Field the running parallel to the pipeline shall be spaced 10 feet from the centerline of Through proper planning and communications, we can ensure the safety and integrity of our pipeline the storage of materials which creates an obstruction or prevents the inspection of the 5. Buckeye's pipeline shall be indicated x Y 9 Y P P right-of-way by air or foot, shell not be erected within the right-of-way. the pipeline. P p Gated on all applicable plan sheets by pipe diameter and labeled, r a system and the welfare of our neighbors. b. The Crossing Party shall not develop or build retaining walls, drive piling or sheeting, or b. Field tile shall cross the pipeline perpendicularly with a clearance of 12 inches above or "High Pressure Petroleum Products Pipeline". install an engineered structure that develops or controls overburden loads that will impact below the pipeline. The transmittal of this Specification does not constitute Buckeye's approval or permission for the P C. Buckeye will approve the total number of crossings of the pipeline on a case-by-case 6. Add Buckeye to the Utilities List and include the Buckeye the pipeline (see Section 3.9). y ROW Agent's name and phone number Crossing Party to begin construction or work within or across the pipeline right-of-way. Work C. Deep foundations which include piers, caissons, drilled shafts, bored piles, and cast-in-situ basis. on the plans. E,,,�§ 1 4 may not commence until written authorization approving such work has been issued b Buckeye. d. Deep plowing or "ripping" operations shall be approved by and coordinated with Buckeye. W Y Y piles located within 500 feet of the pipeline shall be installed/drilled using an auger. O ^(Y] 1.0 General Guidelines d. A minimum setback of 50 feet is required from occupied structures to the pipeline. 7. Indicate the following information on your design plans: [1] ground disturbances (blasting, seismic V ''�� P P 3.9 Construction-Induced Vibrations Attachment 2: Right of Way and Engineering Contacts testing, pile driving,e. Any deviation for aboveground and underground structures will be reviewed by Buckeye on g g, jackhammering, etc.) within 1,500 feet of the pipeline(s); [2] proposed FF--ii 1.1 The safety of the pipeline must be considered at all times. No attempt to probe for or engage in a case-by-case basis. location(s) where construction equipment will cross the pipeline right-of-way; [3] structure Z (7 _ 3.9.1 General Requirements: Colleen Ford Right of Way Agent (484) 232-4409 setback distances from the pipeline right-of-way; 4 proposed landscaping within any construction activities which might damage the pipeline is permitted. 3.2.2 Gardening and Landscaping: a. Construction activities that generate ground vibrations, including, but without limitation, pile East District: 5002 Bucke e Road [ ] P P p g thin 25 feet of � Y either side of the pipeline(s); and [5] any permanent fencing that will limit encumber Bucke e's W O a. Trees or large shrubs and bushes are not permitted within the right--of-way, driving, sheet driving, soil compaction work, jackhammering, or ramming, shall be reviewed New Jersey, New York City, Emmaus, PA 18049 1 / y 1.2 Before any preliminary field work or construction begins in the vicinity of Buckeye's pipeline, a by Buckeye on a case-by-case basis. access to the pipeline right-of-way. z' g Y e P P b. Flowerbeds, vegetable gardens, lawns, and low shrubbery not exceeding 30 inches are Connecticut, Massachusetts CFord@buckeye.com . determination of the exact locution and elevation of the pipeline must the made. e coordinate b. If the Crossing Party anticipates such on activity within 300 feet of the pipeline, then O this procedure, please contact our local Field Operations Supervisor at the Buckeye facility permitted within the right-of-way. Buckeye is not responsible for replacing any plantings continuous testing monitored b a seismograph Michael Baker 8. If the drainage pattern Right of Way Agent 9 P of the existing site will be altered in any way that impacts the pipeline h Y Y located within the right-of-way. 9 y e smograph located directly over the pipeline at its g Y 9 (484) 232-4112 right-of-way because of your project, submit a drainage plan that specifically identifies new nearest to your proposed project (see Attachment 1 for a listing of Buckeye's facilities and closest point to the activity must be conducted. The Crossing Party shall provide, at their Central District: 4251 Chestnut Street P y flow r+ 2 telephone numbers). expense, the monitoring service which must be approved by Buckeye. Pennsylvania East (east of Emmaus, PA 18049 paths and all inlet/outfall/collection points. 3.2.3 Fences and Walls: C. The particle velocity of any one component of athree-component seismograph must not Carlisle), New York (not including MBaker�bucke e cam 9 1.3 All proposed drawings/plans must be submitted to both Buckeye's Right of Way and Engineering a. All fence installations within the right-of-way will be reviewed for approval by Buckeye on New York City), Florida 9. Include/incur orate Buckeye's Right-of-Way �j Y 9 Y 9 9 a case-by-case basis. exceed 2.0 inches per second as recorded on the seismograph placed directly over the P ght-of-Way Use Restrictions specifications (attached hereto) as a 1 Departments for review to determine to what extent, if any, the pipeline or right-ofway will be b. Fences that impede access to the right-of-way are not permitted without Buckeye's pipeline. part of your final design plans. This can be done by adding a drawing sheet to our Ions and Debra Dunn Right of Way Agent 419 698-8218 appending y P affected by the proposed construction and/or development. These drawings/plans must be ( ) ar g (cut and paste) the Specification onto this sheet. prepared in strict compliance to Attachment 4, "Requirements for Submission of Design Plans". written approval. Upon Buckeyes approval, fences shall be constructed with a 14--foo� 3.10 Blasting Operations Midwest District: 469 Moon Clinton Rood g gate or removable sections across the right-of-way. Ohio (east of Lorain), Michigan, Coraopolis, PA 15108 10. For r 3 >1 p operty improvements that involve grade/pavement alterations, road work new construction ° o • � m T mM co C. Fence posts shall not be installed within 5 feet of the pipeline and must be equidistant if 3.10.1 Blasting within 500 feet of the pipeline right-of-way: Pennsylvania West (west of DDunn�buckeve cpm ( z w a = o 1.4 When any construction activity is conducted in or around our pipeline right-of-way, Buckeye's crossing the pipeline. Carlisle) or improvements of existing), utility crossings buried and overhead), ° � N Q 0 as s m 9 ( ead), or other subsurface or i Q i w, o Q o On-Site Inspector must be present at all times. NO WORK SHALL TAKE PLACE WITHOUT A d. No fence shall crass the right-of-way at less than a 60-degree angle. a• The Crossing Party must submit a blast plan to Buckeye's Engineering Department for on-surface improvements structure co G- z installations within Buckeye's right-of-way: W O z o " o YE ON-SITE INSPECTOR PRESENT. For this free-of-charge service, contact our local Field e. Fences that run parallel to the review and approval. Verbal end written notice will be given 14 and 21 days respectively. Marty White Right of Way Agent 419 223- o w Operations Supervisor at the Buckeye facility nearest to your proposed project. P pipeline shall be installed outside the right-of-way. b. Blasting plans must include the following information: a Q Q Q Q U Q f. Masonry, brick, or stone walls are not permitted on the right-of-way. West District: 940 Buckeye Road a. Prepare a separate plan and profile drawing of Buckeye's pipeline(s) for the existing and the Ohio (west of Lorain), Indiana (not Lima, OH 45804 proposed conditions for your project. _ 1.5 The Crossing Party shall contact Buckeye for re-marking of a pipeline if the existing markers are 3.3 Roads, Driveways, Sidewglks. and Parking Areas • Dotes blasting to occur including East Chicago), Missouri, MWhite@buckeye.com ecom b. Include subgrade details that show materials and the thickness 25====== of each layer/course. J J J J inadequate for any reason, including disturbance due to construction activities. • Explosives type w x000000000 Kentucky c. Indicate the amount of existing cover that will be removed from the pipeline(s). Indicate the 3.3.1 General Requirements: • Maximum shot hole depth and amount of cover that will be added over the pipeline(s). Indicate the proposed finished final Note: Federal law prohibits the removal of pipeline markers. diameter D. Kory ECkIUnd Right of Way Agent p p finished/final a. Roads, driveways, sidewalks, or parking areas shall not be constructed across the Y 9 (219) 397-3656 0°° • Number of holes and spacing grade amount of cover over the pipeline(s). - ���� Northwest District: w ,-,,,.,�„°,�,n o°_",, right-of-way without Buckeye's written approval. Upon Buckeye's approval, roads, driveways, 3823 Indianapolis Blvd. F. N.-°N N�O x-- 1.6 The Grassing Party shall not burn trash, brush, or other items or substances within 50 feet of Y • Delay pattern Illinois, Indiana (East Chicago only' East Chicago, IN 46312 d• Show the clearances between Buckeye's pipelines) and any existing and new buried or Q ����N,���� and sidewalks shall cross perpendicular to the to^00 co m the pipeline. P P pipeline. . Delay types and intervals DEcklund@buckeyc.com overhead utilities that cross the pipeline right-of-way. b. The maximum allowable cover shall not exceed six (6) feet without Buckeye's written • • Show drilling/blasting pattern plan gild approval. Depth of overburden e. Show the clearances between Buckeye's pipeline(s) and each proposed substructure at the ° 1.7 The Crossing Party shall not store any equipment or materials on the right-of-way. • Depth of blast area profile in relation to Buckeye facilities Linda Conrad Right of Way Specialist (484) 232-4404 two closest reference points. C. Use of vibratory equipment larger than walk-behind units is not permitted within 25 feet • + • Maximum charge per hole, per Calcule ed radiant peak particle velocity Easements and Records 5002 Buckeye Road f. For any utility to be installed via boring, drilling, or tunneling, include a d of the pipeline. g g, detailed procedure W 1.8 During routine or emergency maintenance on the pipeline, the cost to restore approved surface d. Roads shall not be installed longitudinally within the right-of-way. delay (PP's') at varying distances from the Emmaus, PA 18049 of this work with-your design Ian U LConrad�buckeye cam 9 P s. Note: "Blind" boring is not permitted. Buckeye's w 2 improvements e.g., pavement, landscaping, sidewalks, etc.) shall be the responsibility of the e. For roads and driveways, a minimum cover of 48 inches with a net cover of 36 inches pipeline and at the pipeline itself pipeline(s) must be exposed during the bore operation to ensure that the bore head r W w ° Crossing Party. Y ' The Crossing Party shall complete AttachmerR�tot6lf itP�q bmission Form", crosses of undisturbed soil is required above the pipeline. Upon Buckeye's approval, this cover can ' '� ( � Don Samala Relocation Engineer 484 232-4303 safe) underneath the pipeline(s). o be an in I y h- N reduced by utilizing reinforced concrete include this form with their submission tcEllbetiayecontractor qualifications and g ( ) o hn 2.0 Excavation and Construction Restrictions pads (see Attachment 5). Engineering and Technical 5002 Buckeye Road g• Indicate any areas of disturbance or other work that will require Buckeye's pipeline(s) to be f. A minimum cover or 36 inches over the pipeline is required at road drainage ditches. insurance certificate (copy) Support Emmaus, PA 18049 exposed in order to perform your work. � g C. The Crossing Party shall make arrangements �c�y @t�QrpT8�e(�tor to be ° M N 2.1 Excavation operations shall be performed in accordance with appropriate State "One-Call" utility Upon Buckeye's approval, this cover can be reduced to 24 inches if ditch is rock ri -ra ��asRi DSamala @buckeye.com � W Qo 0 Y lined and 12 inches if ditch is concrete lined. / P p present to witness the blasting operation. 11. Complete the following "Design Plans Submission Checklist", sign, date and include W Z�� '� a locating system requirements. As a matter of State law, anyone undertaking excavation work is g c ude with your �, °- W��W� ° g. For asphalt parking lots and sidewalks, a minimum cover of 36 inches with a net cover design plans submittal. Mail one full i w N M° required to call three (3) working days before excavating; two (2) days in New York, Texas, 3.10.2 Blasting within 300 feet of the pipeline right-of-way: size set and one reduced size (11"x17°) set of design plans = o o o 0 California, and Florida (see Attachment 3 for a listing of State "One-Call" numbers). of 24 inches of undisturbed soil is required above the pipeline. Additional cover may be (Adds to or replaces items in Section 3.10.1) to Buckeye's Right of Way Agent and Buckeye's Relocation Engineer (see Attachment 2). v W�a�o � required by Buckeye based upon specific site conditions. G. Blasting shall be monitored by a seismograph located direct) over the o o a Y W Z J e w y pipeline at its qc-:, N o°-W Is-t3 The Crossing Party will conduct "white of any proposed excavation areas, Buckeye will erect 3.4 Foreign Utility Crossings closest point to the blast hole(s). The Crossing Party shall provide, at their expense, the z -.�z� J-ate Qo�omZOO=oZ emporary pipeline markers/flags (yellow) identifying the location of the pipeline within the work monitoring service which must be approved by Buckeye. Z� „�o����o V) �:Z E U1-W W W W- area, an will provide information on how to respond should the b. The particle velocity of any one component of a three-component seismograph must not o sn0=N a°-a-°-� p pipeline be damaged or a 3.4.1 General Requirements: N NNN commodity release occur. All personnel operating equipment over or around the i eline must be exceed 2.0 inches per second as recorded on the seismograph placed on the ground WZ Z�ZZZZ= pipeline a. Utilities shall cross perpendicular to the pipeline. o o E 0 000 made aware of its location and what to do if they make contact with the pipeline directly over the pipeline. > W W= =NN=o P p b. Utilities ore required to cross beneath the pipeline with a minimum clearance of 24 C. or blast testing, an initial test blast using o maximum charge of one pound shall be inches. Exceptions to Buckeye's clearance requirements for underground service entrances 2.3 When a Crossing Party excavates near Buckeye's pipeline, a Buckeye Representative must locate to single family dwellings will be reviewed on a case-by-case basis. performed. The Crossing party shall detonate the first test blast with all necessary \�\\\\IIIIIIIIII/����� he pipeline and determine the depth of cover before the Crossing Party begins excavation. The c. Sand or select fill shall be placed between the pipeline and utility monitoring equipment in place to observe the results of the proposed blast design. Each / v Crossing Party shall not perform any excavation, crossing, backfilling, or construction operations PiP y (see Section 2.8), subsequent test blast may be set and detonated only after the seismograph reading from \`��v N H. W �//ice P d. Utilities installed parallel to the `1 VP �/ /// until Buckeyes On-Site Inspector has reviewed the proposed work on site and given approval for p pipeline shall be reviewed by Buckeye on a case-by-case the previous test blast indicates that further blasting can be safely conducted. g pP basis. If approved, the utility shall be no closer than 15 feet from the pipeline. �GISTERFO'.y �� work to proceed. Buckeye's On-Site Inspector shall have full authority to stop the work if it is d. Routine production blasting may be initiated after completion of a successful test blast, Q'`Q` to e. Warning tape, in accordance with A.P.W.A. Uniform Color Code, shall be placed above Attachment 3: State One Call Systems determined that the work is being performed in an unsafe manner. with allowable charge based on the seismographic vibration recordings of test blasts. NO. utility, 12 inches below ground, for a distance of 25 feet on either side of crossing. However, all blasting must be continuously monitored by a seismograph. The velocity ' • f. Signage shall be placed at crossing as determined appropriate by Buckeye. Connecticut - Call Before You Dig $$27 • 2.4 No equipment shall work directly over the pipeline. The Crossing Part shall install tem ara recorded must not exceed the 2.0 inches per second limit Hated above. (800) 922-4455 -o 9 Y P rY g. Trenchless Excavations: : �p STATE OF 4i fencing along Buckeye's right-of-way boundaries so that equipment will not inadvertently pass 1. Utilities installed by a trenchless excavation method (directional drilling, jacking, slick BUCK � over the pipeline at locations other than those established for crossing ee Section 3.6 . 3.10.3 Blasting within 50 feet of the pipeline right-of-way: www.cbyd.com EYE PARTNERS L.P. .� P. g ( ) boring, etc.) shall be reviewed by Buckeye on a case-by-case basis. NDIAN A ���� (Adds to or replaces items ill Section 3.10.2) �� �� ���� el " �G `\�� 2.5 When excavating within the right-of-way, the Crossing Party's backhoe shall have a late welded 2. Buckeye reserves the right to select the method of crossing for the proposed utility, a. The Crossing Party shall hire a consulting firm that specializes in uncle Sunshine State One Call of Florida FILE NUMBER BPL-2006"01 -047 Uzi TONAL E \\\ 3. A minimum clearance of 60 inches su feet) below the pipeline is required. P underground blasting to (800) 432-4770 eJ //////1►IIIr1 11\\\\\\\ over the teeth of the backhoe bucket, and the side cutters must be removed prior to 4. For directional drilling operations, a surface wire tracking system is required to verify conduct the seismograph survey and certify the results. excavation. Y b. Buckeye will approve the Crossing Party's selection of consulting firms that will conduct www.callsunshine.cam Donald Samala the exact location of the drill head. ti s before starting any blasting operation. the seismographic survey Within 24 inches of the outer edge of the pipe (this "tolerance zone" extends on all sides of the 5. A 4 feet by 4 feet excavation window, 24 inches below the pipeline is required for Illinois - Julie, Inc. Relocation Engineer 5002 Buckeye Road only visual inspection of the pipeline to ensure the drill (or bore) does rot impact pipe), nl hand excavation, air cutting, and vacuum excavation are permitted. pact the (800) 892-0123 ALLAN H. WEIHE P_E. 8827 pipeline. 3.10.4 Special Requirements: Emmaus, PA 1$049 a. For multiple-delay blasting, the Crossing Party shall begin the blasting sequence at the www.illinoislcall.com 2.6 No excavations shall be made on land adjacent to the pipeline that will in any way impair, 6. Blind boring is not permitted within Buckeye's right-of-way. charge closest to the (484) 232-4303 9 pipeline and progress away from the pipeline. Indiana Underground Plant Protection Service withdraw lateral support, cause subsidence, create the accumulation of water, or cause damage 3.4.2 Metallic Utilities: b. If seismographic readings above the limit stated in item 3.10.2.4 of this section are to the pipeline or right-of-way. recorded, the pipelir•° must be exposed and inspected for possible damage and/or product (800) 382-5544 Marty White o. Bonds and test leads shall be installed at the expense of; and by the Crossing Part www.�upps.org M ht of Way Agent where Buckeye deems necessary. g Y release. The Crossing Party conducting blasting operations is responsible for all expenses g y g v 2.7 The Crossing Party shall ensure all excavation work complies with OSHA's excavation standards related to the exposure and any subsequent repairs necessitated by the operation. b. Utilities shall be coated with anon-conductive coating for a distance of 50 feet on either Massachusetts Dig Safe 940 Buckeye Road outlined in 29 CFR 1926 and correct any noncompliant excavation site before Buckeye's On-Site side es the pipeline crossing. C. At Buckeyes request, the Crossing Party shall install sheet piling, open trench channels, Inspector or the Crossing Party enters the site to perform work. c. Ductile water pipe shall include nitrile gaskets within 50 feet of the pipeline crossing or and/or matting to protect the pipeline during blasting operations. (888) DIG-SAFE Lima, OH 45804 locations.2.8 If conditions require, the Crossing Party shall be directed by Buckeye to install sand or cement anywhere within 25 feet of horizontal offset 3.11 Seismic Vibrating Operations www.digsafe.com (419) 223-4015 0 bags or other suitable insulating materials to maintain proper vertical clearance from the pipeline. 3.4.3 Non-Metallic Utilities: Michigan - MISS Dig System Dick Waddell '�i a. Utilities shall be wrapped with tracer wire within the width of the right-of-way. 3.11.1 Seismic vibrating within 500 feet of the pipeline right-of-way: (800) 482-7171 54 CA 2.9 At an location where the G. The Crossing Party must submit a seismic vibrating plan tc Buckeye's Engineering www.missdig.org 05 W. 96th Street y pipeline is exposed, the Crossing Party shall provide Buckeye the b. Natural gas (or other industrial gases) lines shall be encased in a 6-inch envelope of Zionsville, Indiana 46077 opportunity to inspect the pipeline condition, install cathodic protection test leads, and/or install ellow 2,000 psi concrete across the right-of-way. p Department for review and approval. Verbal and written notice will be given 14 and 21 [�.1 0 underground warning mesh. days respectively. Missouri One Coll System, Inc. (317) 870-0115 "'````�'II 0 g C. PVC water pipe shall include nitrite gaskets within 50 feet of the pipeline crossing or b. Seismic vibrotin, plans, when using Vibroseis System Vibrators to radiate ground vibrations, (800) DIG-RITE 2.10 The maximum unsupported exposed length of anywhere within 25 feet of horizontal offset locations. www.molcoll.com w PP P g pipe shall be 20 feet for 4-inch-diameter pipe, must include information on soil conditions and depth of exploration, the anticipated Ed Garza ��- \\ � � 25 feet for 6-inch- to 10-inch-diameter pipe, and 35 feet for 12-inch- to 24-inch-diameter 3.5 Electrical. Fiber-Optic and Communications Cables number and type of vibrations, type and weight of vehicle, and peak force of equipment. V � pipe. When required, the pipeline shall be supported with grout and sand bags or podded skids. C. The peak force by vehicle weight shall not exceed 45,000 pounds. New Jersey One Call 4527 N. Meridian Road � Huntington, Indiana 46750 At no time shall the pipeline be used as a brace to support equipment or sheeting/shoring 3.5.1 General Requirements: d. The Crossing Party shall also make arrangements for a Buckeye On-Site Inspector to be (800) 272-1000 [�,, � materials. present to witness the seismic vibrating operation. www.nj1-call.org Bus. 291-3121 H d a. Cables shall cross perpendicular to the pipeline. Cell 502-2029 U � Note: The Crossing Party shall submit a support plan for Buckeye's review and a rovol. b• Cables installed parallel to the pipeline shall be reviewed by Buckeye on a case-by-case 3.11.2 Seismic vibrating within 100 feet of the pipeline right- of-way: w y PF basis. If approved, the cable shall be no closer than 15 feet from the pipeline. Dig Safely New York � 0-4 - C. Splice boxes, service risers, energized equipment, etc., are not permitted within the a. Vibration shall be monitored by a seismograph located direct) over the (800) 962-7962 O d 2.11 No buried pipeline may be left exposed for any duration of time without concurrence of y pipeline of its � U right-of-way. closest point to the vibrator(s). The Crossing Party s',all provide, at their expense, the www.digsafelynewyork.com Buckeye's On-Site Inspector. monitoring service which must be approved by Buckeye. yp M 3.5.2 Buried Cables: b. The Crossing party shall determine and limit the maximum peak force allowed under New York City One Call Center & Long Island `� 2.12 Backfill and compaction shall be performed to the satisfaction and in the presence of Buckeye's continuous seismographic vibration monitoring such that the peak particle velocity will not (800) 272-4480 E_ p Y a. Cables are required to cross beneath the pipeline with a minimum clearance of 24 inches. On-Site Inspector. At least 6 inches of fine, loose earth or sand with no sharp gravel, rock, Exceptions to Buckeye's clearance requirements for underground service entrances to single exceed 2.0 inches per second. www.nyclilcoildsi.com o -0 hard clods, vegetation, or other debris shall be placed on all sides of any pipeline, and family dwellings will be reviewed on a case-by-case basis. g c• Seismic vibration surveys shall not be conducted closer than 100 feet to the pipeline. F-+ "' remaining backfill shall be placed so as not to disturb this padding material or damage the Ohio Utilities Protection Service 0 9 b. Sand or select fill shall be placed between the pipeline and cable (see Section 2.8 . r--1 CO pipeline. Backfill over the pipe shall be compacted by hand until 18 inches of cover is achieved. ) 3.11.3 Special Requirements: (800) 362-2764 Qr C. All cables shall be installed in Schedule 80 PVC pipe and encased in a 6-inch envelope e �"I a The disturbed ground shall be compacted to the same degree of compaction of surrounding of reel 2,000 psi concrete (orange for fiber) across the right-of-way. P a. If seismographic readings above the limit stated in item 3.11.2.b of this section are www.oups.org t areas. The Crossing Party shall restore the site to its original condition except for items that ore recorded, the pipeline must be exposed and inspected for possible damage and/or product GENERAL NOTE: r^ .� part of the Buckeye approved change. d. Warning tape, in accordance with A.P.W.A. Uniform Color Code, shall be placed above the NO WORK WITHIN THE BUCKEYE RIGHT-OF-WAY v) � release. The Crossing Party conducting seismic vibrating operations is responsible for all Pennsylvania One Call System, Inc. N utility, 12 inches below ground, for a distance of 25 feet on either side of the crossing. e. Signage for the crossing shall be placed as determined appropriate by Buckeye. expenses related to the exposure and any subsequent repairs necessitated b the 800 242-1776 Y ( ) INCLUDING DEMOLITION AND CONSTRUCTION q [--I f. Trenchless Excavations: operation. www.paonecall.org ACTIVITIES, SHALL BE CONDUCTED WITHOUT CA a 1. Utilities installed by a trenchless excavation method (directional drilling, jacking, slick b. At Buckeye's request, the Crossing Party shall install sheet piling and/or open trench w i channels to protect the pipeline during seismic vibrating operations. Texas Excavation Safety System THE PRESENCE OF A BUCKEYE INSPECTOR. O q boring, etc.) shall be reviewed by Buckeye on a case-by-case basis. (800) DIG-TESS Oj 0 2. Buckeye reserves the right to select the method of crossing or the proposed utility.M C) E g p P Y 4.0 Deviations and Exceptions www.digtess.org ° 3. A minimum clearance of 60 inches (5 feet) below the pipeline is required. O w 4. For directional drilling operations, a surface wire tracking system is required to verify V ° Y 4.1 When and where special circumstances dictate, deviation from these requirements must be � N the exact location of the drill head. P o formally approved by Buckeye in writing prior to commencement of any excavation or other 0 \ 5. A 4 feet by 4 feet excavation window, 24 inches below the pipeline is required for W p pipeline to ensure the drill (or bore) does not impact the construction activity that may impact the pipeline. Any such deviations must be explained and 41 rte, � , visual ins ection of the "mil 1� o ° pipeline. documented and provided to Buckeye for review and approval. w q . 6. Blind boring is not permitted within Buckeye's right-of-way. ¢04 �y o 5.0 Additional Information and Buckeye Contacts w I� ova r4 d ° ° 3.5.3 Aboveground Cables: a Cl- ° � ° A minimurrt of 20 feet of above-grade clearance for a distance of 25 feet on each side 5.1 Should you have any questions regarding pipeline rights-of-way or your specific easement, o, �� g OM as of the pipeline is required. contact Buckeye's Right of Way Department at the applicable phone number listed in Attachment SHEET NO. �Q Y h. Mechanical supports and service drops including poles, towers, guy wires, ground rods, 2. ° � '° anchors, etc., are not permitted within 25 feet of the pipeline. Q>LaoZ U 5.2 Should you have any questions regarding Buckeye's engineering requirements, contact Buckeye's Relocation Engineer at the phone number also limed in Attachment 2. �Z)-,� O w�- °3oa C609 1 PROJECT NO. 9 8 3 W06-0031 2 1 10 g 8 7 6 . 5 4 3 2 1 N.89*43'1 1"W. 1472.26' \ \ FIRE HYDRANT 10' L.S.E. \\\ ` • .-�� 00 - EMERGENCY SPILLWAY W/6' GATE VALVE \;,\\ - - - 10' L.S.E. - - ELEV. 874.78 :\ \\.'\ 15_D.&U.E - - - - -- - 15' O.&U.E. E -- 15' D.&U.E. 10' L.S.E. I - I 0000 a .... - t_: rz L -30' D.&U.E_ \\ \ \\ 20' REGULATED DRAIN EASEMENT -� B __ 1 � � � L -1 \\ MIN 25' FROM TOP OF BANK 100 YEAR FLOWLAIN n \ W Ci \ \ o OCK I \ K ElEV. - k` C \ g I^ C ^ ELEV. - a V.W. .&U.E 6A � _� \ \ r1 I \ 4 ■ I CSI \¢ m L o V \..� ,� ^I 3 G�'MR ftOft4y tr 5 0'1/2 R/W rA B� ?�GG\ 40' B.S.L. n 040 Q SE :. I OA BcU��C s"_- - 20' D.&U.E. & S.S.E. / I I \ "' ��] POST CONSTRUCTION BMP- �q0 25'D.&U.E & SS� a [� ROCK CHECK SW E(USE ' \ / / /.51 WA it rn MP&GRASSES) 4/0A1( `/0A/ �Ai „� °ODN'Ar '1 E' / P 7+88.96 LP 6+0.B ^/ �( C B B L..I / I 0� Vk D �1 / p{I�I� 8+00 7+100 0 0 6+00 Pi 5+72.16 \ ¢Gtr \�� / \\h\O \ ¢U HP 7+37.59 \L\\\ ! 7 JI 4tl BLOCK \ � g" WATER vAN 20' D_&U.E.- - _` N in d 7A „i � / '' -- --_ \•447F'R \ yq x g. o a 40 B.S.L. N a V / m /�)4 o 1 4W 5 \� \ �y, �9 ° 0 R/ ,tr clot To Feld Stoke t n-t en O �' /(v \ I^ Of End Of Service Line (MOteriol) F� \/��[ y " II I o¢UF JD FF �J 0 \ x \¢Gc� �. Q I o O e Q' c O in LLI II �! Q� � � '(� < V.Y1• &u,E• dL S.cJ.E• n > Curb Box With Coe a c � 9 41 N2Y� V11� D• 2" HOPE II '! 1 / \ \ \ \\ J'r�\ SAWCUI SSleeve*s� ro,\ SMrrAF III I g G!\ Curb Stop-1/ -Concrete Block V \-Corporation Stop Mueller H-15008, Or Equal _ BLOCK 29A Woler IAain II 4 I R Tapped Service Clamp * z O [.4 _ (D Ford F-1 or equivalent Stoke W >C = 0 er I 30' S. \ \ --� ` zf� ,�i°. 46' w q -oY B ( z v c0 S.E. A ¢ Len th - varies F I •� W/ f WQ p to N II S q) \7 1 Sleeve**1\ I in O U W ° F +- W I ,_,. - -" •`!'fin " � PC 1+36.0 00 - ro ---hu 0 Co per Service tine 2 S II \ \ +j� \ / / p a x' f:3 5MEMJ � � O O O O 0 0 0 0 0 0 �'' - --•- p.dtU.E• <v m VALVE R� ° AndvlSmalleri Must Dtire l ofape Moae TSeDuctlel 0000000000 •••• II I / / \ / o' !'qL�,�b' j Iron Pipe, Class 3S0 Or Greote�. = 669. `` 0000000000 � I p�A; ` Z - 61 3.• (Verily With Owner For Pressure Class DiP.) \\\\\\\\\\ F N•--ON NM � II Q tDG�' � p• 6" 8• WATER MAIN ROP .. For All �'(' And 1' Service Lines Installed Under Pavement Install 2" HOPE Sleeve, T I II I OF BANK - \ 50' R W IRE HYD _ NOTES m \ � I 1. 1" Or Smaller Service Line Shall Be Direct The S.L. I ¢ Unless Approved By Carmel Utilities. EMERGENCY SPILLWAY I Ld �• '�. / F- 2. 1 k" k 2" Service Lines Shall Jse Wra Around � \ ELEV. I � P if Q v /' � � , a 2'°e^ -ti5 Q = g I Clomps. Smith BIaIr zzs or Equivalent o o a� 3. Corporation Step Shall Be Brand And Model A N �y. r><h O .� � (>tG ac1`�G / �.., `- ft p P Approved IIa e 4� �J<v 75' �;• I By Carmel Utilities U a \ Q• MIN 4. Service Line Top Sholl Be Inslolled With A Min. Peril. O P Se erollon Of 24 J > 5. ?' Taps al Smaller Snell Not Be installed Within 18" Of V N W. D.&U.E. �•� � Ct, Idecnanical Joint Bells, � Z�� � SSD UT.(HDPE) J J \QF' / U] CL W d it WITH MP WITTH ANIAl4L �� �P� o Q 'tom WATERS SERVICE DETAIL o 31 GEUARD PER HL50 A\\Y \ �� ��F vt w zd o /O t�• DETAILS 0-1 A 0-2 II \\-6" a�SSD ' z e4 / JF / o �G016' �P /��J Q I 1-ozpmcni; cn W III 'I �• 35' 4'SSD UT. Mix Z z II " ,-V \/ / (HOPE)20'TO BE ��\5�\� \�VO�Q� IK 3 Z U ii o a a a a to ZZD=Z ZZZ� �O / �'Q�' S -NHV'Pip,So.,1 Bn � O O�S O o o O S ` Ci / OWBH�N OMAL GUARD �Q�' e���J� / N o O N 4Si In In to In Gil \ PER HCSO DETAILS \ Ex;st,n wnte�uo%n § �W to F N N N to Q / / / G rr nraPn,v srwuve _.� _ ,asrnnod under m° 5 p O z F �`� / Ia-; -� \ Ex;.srinp water'nra;n Wx W�j Q LU GJj�FU Z / 0.' �fc��3�W_of Qf M � � � OF�� I I O z _� / oe ao�kr�/inF�n�; orrnrs O # S/ / s Oh �� 01- __J _=r II 2 / �`9 / 119 (-._ r„ n /j / PN H. iy \ �" �..._-- �_� Q \� ;`�- ,j � --Ex;s7ing woror Mo;n ♦♦♦ � �� �I i_i__ Nn.IYOIer Mnlri •: - / ` ♦� G�1' 15' D.&U.E. I 8 I AFC � � / � �� ?s ° II \\ EMERGENC PILL Y � ��O ,8 vK' �`tiU.E ?�?\ /�� / ,����a `SO ?S Be.00�� illl-_---I'I'�1--{ re„ J- --Ne:,w<,rF, u,,,n � � Q 7 • C \ iP. l /y�iG �3 O / J q as Ro4r,r xy �✓ora_I -.._- •� av V / Q ELEV. 868. 5 J\�F ommull FE �. ``' STATE OF Q v n Spd rrrod .\ mole: •pi 6'dzgr.°ic•vol lrann rom,no 2 % O iY Q ri A,r . ns sna,r o�, 'AF C� Bas r� clr J E..cepr B°eding Amror rol4Snorr calf, I n ♦♦ \ VVV n ro/.voor so3.nz, n�o No, n / �7 1 � rri Run NF lea. II \ AA D i���i' S��NAL E �♦�� 1 o sr_c_r�o,v � POST COMIRUG'DON ��DP(jUN °,I n• ,.e r«el BMP-VEGETATIVE ,J o„e br.nnoi°°,°e -- --- - -- - --- - „.e.nnl i, ;b° L. ALLAN H. WEIHE P.E. 8827 /O,V SNAIE(USE NATNE .2� Q .°.. I I c11Y of CARMEL WATLR MAIN STANDARD DE TAiLS C1NNlCTICf�I DE1-AIL Ou1°t 4 n 7D0, Sc°I°i u Scniu ran ee 8 nrin0 HC,'n°, 2 6 \ `100 YEAR FLOODWAY Iltnr.LH YAItL Mtleder Cenlo:lCn A-423,Or Fy.,nI \ \ r nmd 'sourly n�llo." \ \ ` \ "•. U / A110vr t:fAPt IB•'r.F15111 (. 1': t a F /O�(._ / �Q O\• \ / AIIOVf:NCW P1111, '\ ....... Ho. V V Y TRACING W;IC -- G \ Q II o \ I Y IuaArlcu coMUECnou - ` _---- b fcl�. -I•-0'1Aii CONSTRUCTION � / \ �� 6+�pF BMP-VEGETATIVE I I �(7�J -` T-1i� r` _ Heamne M°,e, ennm n9 N, \ \ B% \ \ � � Q � ��� BLOC - � 1'1 7 t'�-'r'� t n4 INP01 90]02,Slra No.H \ � \ \� � .0 �-One fl"+e'sl G"Solid I o 10 �� / Q DO W Z M � `1., :fir rzq PO�ry7��•�� ` J/ A \ (� / FLOIOD A �� ily+v°nl Axsen:Liy Cone.Block Or 6"Min. rf L\L 'J "4 / He sb ulned ra-0,Come,° P s'M` ,000' / �'-_. Ooee On llndl.vlurbed .r ill-S-w / \ \\ \\ ,�` V•W leuybi A.nd Lll lin9s_ ground. / O As Benu'ned „�- F\ � D.&U.E. � 2 YR. POOL ELEY. =864. � / \ \ \ \ )e Q\e \C�ciJ� V.W. D.&U.E 4 yy N4IE� o 2 YR. FLOOD ELEV. = 88590 ^ \ �O YR. FLOOp ElEV. = 866.73 / \ p �\ 2 G / �Q\Q Miri,r°nl AI°ns W.-Lin.tVt-e Ind,.nled On ornwmus. �' FLOOD ELEV. = 88885 `y� J nni inq Tee shotl oe Set At 45 An91e upwerdy And Con.Caed o K ELEV. =871.00 \ / �q �0� �� FJ�QQ In H'4s Bend kwin W.W line 9,01 Be towered To P,.We smid1.l ELEV. = 856.90 / \ \ \ H O P�P�� / OJG �\ 100 ?0 DPLAIN I I Cn ,A.sPeewea rq L. All Juints Sn011 Ha Reclrnined Excn t In Hen Of lee. 1 t \ \ \ \ /�� G� / O�pQ4 \�� / / ] M REGI/L4TED '� moots Shall Ile bcl At 500•Mexi,n m Hmlmnlal i / ' �\ 1; 5�\� F$\ei�ye� 00�� / IN pJr•)W DfiA/N 6A �� oi.lnn.e.o: t,,.,As sveeired By n,e ;r°oeveil:eni, Y OM TOP OF EM NT An vm.es M,isl:.0,de Pasi-Co,a.tql a1,nl. ��� r A . ' P11CD(` Alr`V CDII I WAY K� I l I 1 ny<n::l v„l.c:cost Be rtese un�•:d to me Tee wiu:ntncr �•� /� /� Ni u,-A,Or An0--9 Tca WATER AND SEWER UNDER CITY STREETS MATCH NEXT SHEET � LEGEND FIRE HYDRANT ASSEMBLY Bedding, Haunching, Initial Backfill BUCKEYE PIPELINE Bedding, haunchin , initial backfill materials, Z7 = EXIST. FIRE HYDRANT ^ 9 9 placement and compaction for water mains, MR. ED GARZA • = EXIST. WATER METER o` F--1 water service laterals, sanitary mains and sanitary service laterals shall be in accordance BiTCKEYENOI'ES: = EXIST. WATER VALVE cn with the standard practice of the utility that has jurisdiction over the installation. BUS. 291-3121 CELL 502-2029 = EXIST. YARD SPIGOT -� - a b = EXIST. MONITOR WELL _ ssuPt PIPE JOINT aESratlNr fnDLe z N. MERIDIAN ROAD 1. NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE, INCLUDING DEMOLITION --- -- -- - ll tannin Of P ryn 70 Be Ina Backfill - In Lech D rrun From Of rnJ V /-Q/yl' HUNTINGTON, INDIANA 46750 AND CONSTRUCTION ACTIVITIES, SHALL BE CONDUCTED WITHOUT THE � EXIST. � METER °a - EXIST. GAS VALVE III J oo .�an Iso sT rest T' os lira Final backfill for water mains, water service laterals, sanitary mains and sanita service - _ _ PRESENCE OF A BUCKEYE INSPECTOR. ry E7 = EXIST. STORM INLET a F laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill 2. A CURBING SECTION SHALL BE CENTERED ON THE PIPELINE, TO MINIMIZE °T, r„ f• o• 1�- 30" N a MARATHON PIPELINE - IXlsr. ELECTRIC METER _- .__-_ 3 meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum THE LENGTH OF CURBING THAT WOULD NEED TO BE REMOVED IF U 3„. r ----�-- ---- --- a �, i = EXIST. POWER POLE ¢ F,luos i z s r' so' 56, fl T3' oo' ° lifts to not less than 959; Standard Proctor Density for the entire depth of the material MR. DEREK SHEETS MAINTENANCE IS REQUIRED. _ EXIST. POWER POLE W/LIGHT 4 ,. ---- 75 BUS. 291-9460 CELL 432-4356 �- ALL WATERLINES SHALL CROSS BENEATH THE PIPELINE WITH AMINIMUM - - ^ � 3, paced. The backfill for the top 6-inches of the excavation below the start of the aggregate � = EXIST. POWER POLE W '' 5 e I , o• �' ,o' „/- CLEARANCE OF 24 INCHES. THE CONTRACTOR SHALL PROPERLY SUPPORT /TRANSFORMER -/ / /e '__-___._____ ___-_____ r� m subbase of the pavement shall be No. 53 Stone meeting the material requirements of the 10722 EAST C.R. 300 NORTH HOLEY MOLEY SAYS �= ' 3" i 3',l -_ THE PIPELINES DURING EXCAVATION AND SHALL SUBMIT A SUPPORT PLAN ® = EXIST. LIGHT POLE -- O E INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the DIG SAFELY z 10 y INDIANAPOLIS, INDIANA 46234 TO BUCKEYE FOR REVIEW PRIOR TO START OF EXCAVATION. A BUCKEYE = EXIST. GUY ANCHOR standard practice of the utility that has jurisdiction over the installation has a more = EXIST. TELEPHONE PEDESTAL o W a/ INSPECTOR SHALL BE PRESENT WHILE THE PROPOSED WATER MAIN IS » , „ Rp[;1 p;�eo �;,,.5 S /, He Vochar,;cpr 10;r,r lt,rn Rz,o;r,e, Glpr,d3, 11 1 ry stringent final backfill requirement, the more stringent requirement shall govern. o R Ilex Sy Iem, ITS T';pe F;e L�K G kct sysreB. 0 � INSTALLED. ADDITIONALLY, THE DUCTILE IRON WATER LINES SHALL INCLUDE = EXIST. MANHOLE ITS THE LAW NITRILE GASKETS WITHIN 50 FEET OF THE PIPELINES AND 9E COATED WITH -_ ° EXIST. SANITARY SEWER LINE CALL 2 WORKING DAYS BEFORE YOU DIG I L w L" A NON-CONDUCTIVE COATING WITHIN 50 FEET OF THE PIPELINES. EXIST. STORM SEWER LINE 1-800-382-5544 o NOT(: 7HF AGOVL RET7RAI.NED JOINT LENGTHS ARE ;JNlMUV LENGTHS Z"_ MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS 4, SAND SHALL BE INSTALLED AROUND THE PIPELINE AND BETWEEN THE NEW ---- = RIGHT-OF-WAY LINE CALL TOLL FREE 7PIE DFSTCA'/i%VGINFER SHALL DETFR:IINF IF !OlJGfR CLNGTHS ARE RFDUTRED. W V Rfi -----__.---- F• '> PER INDIANA STATE LAW IC 8-1-26. �► a o oa� UTILITY AFTER THE INSTALLATION OF THE NEW UTILITY. -- = SWALE SCALE: 1 = 60' IT IS AGAINST THE LAW TO EXCAVATE C!T r Ur- CARMI_I_ JOINT RFSTRA I N f For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary 5. ALL UTILITY CABLES ARE TO CROSS BENEATH THE PIPELINE WITH A. = PROPOSED SANITARY SEWER LINE WITHOUT NOTIFYING THE UNDERGROUND STANDARD DC_:'AILS TARIJ SHEET NO. EaC 14 1 o Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum NOTE: N� VALVES WILL B E MINIMUM CLEARANCE OF 24 INCHES. = PROPOSED STORM SEWER LINE LOCATION SERVICE TWO (2) WORKING -- - -- - -- n,------------ nmrd,1001 5 Mut,u Scal• nay,6 ne,vy Or°a n°rlcroi C•1p %-- v L cover from the top of the installed pavement to the top of the installed pipe shall be the 6. SEE SHEET C609 FOR ADDITIONAL BUCKEYE REQUIREMENTS AND O = PROPOSED MANHOLE 0 30 60 120 DAYS BEFORE COMMENCING WORK, "nee,.. in•. N PERMITTED UNDER PAVEMENT. SPECIFICATION FOR WORK PERFORMED IN PIPELINE EASEMENT. o�kwm pavement section practice of the utility that has jurisdiction over the installation has a more = PROPOSED FIRE HYDRANT stringent cover requirement, the more stringent requirement shall govern. o �goa C701 PROJECT NO. 1 W06-0031 0 g 10 9 8 7 6 5 4 3 2 1 zo MATCH PREVIOUS SHEET CITY OF CARMEL UTILITY `116 rOS VW �O \ /,V / \o�` o s OC 00 d' o¢� h ° �� / PIPE INSTALLATION �: \ 1 °\� COMMON ?s'`o\ / ��Q��� a All work shall be in the best practices of the water utility industry and the M EMERGEN PILL Y , ��\ �YTp,y\ / Q / �- P Q \ ELEV. 868. 5 \ \ \ o �1� ` o / QQ / �A D American Water Works Association, and in accordance with all applicable federal, s f\ I I state, and local codes and regulations. C w 1� Furthermore: II \ \ \ \ opq, 8 / MR FLOODPWN I Le�- ATW �C/� Q I I 1) Any damage done to the City of Carmel Utility's system by the contractor of `/Q �2 �i / W MTNE 8 his affiliates shall immediately be repaired, to the satisfaction and direction of the City of Carmel Utility by the contractor at his own expense. 100 PEAR FLOODWAY 2) Should the contractor propose to depart from the specifications contained a \ s f I herein, he shall submit samples and/or specifications of such alternatives to the v� �o.� '< 26 \ �� QQ City of Camel Utility before proceeding. p4 O G� �P / 3 No work shall be performed under conditions which in the opinion of the City 2 F1 ) P P Y Z O ego \� \ v� S� �wqy / of Carmel Utilities would adversely affect the quality of the finished job. }� 4) The contractor shall conduct his work so as not to interfere with the present operation of the City of Carmel Utility's water/sanitary sewer system. If any work a a / Q interference is encountered between the City of Carmel Utility and the contractor, O colMUCT1oN y I I the City of Carmel Utility will receive priority in scheduling. O V� BMP-VEGEUTNE B QQ X100 MR ROWWA 21A CITY OF CARMEL WATER UTILITY \ / / V.W. a 0 0 \ \ �F / .&U.E. S I P0� / � \� \ \� / Q \e�� /� \��, D V.W. D.& 4 w DEVELOPER INSTALLED WATER MAIN \ \ Q ` \G��� __ � sM-s-w Q NORM&Poe�• _ 88 100 p�N I I 1) Contractors shall call City of Carmel Utility for an on-site pre-construction 2 YR. FLOOD UV. = 885.90 � � /� \ \ �s� � \ �/�9 25 / �0`' ��o''��QQ meeting before work begins. Contractor mush have approved plans on-site and � M. FLOOD� 81111-3 / \\ nc p �'c�p� OJQ�� i �0 RfGU(q D 0 all materials to be used must be approved by a City of Carmel Utility inspector. V K M. = 871.00 \ \ \ \ �ti 8J O � ��V�F JCS � N 25•rR RAIN�E �� ELEV. - 866.90 \ \�� �5J o���� / �, / OM rop Of-gay ar 2) Contractor will allow inspection by City of Carmel Utility Inspectors during the v I�� construction of the water main extension and will honor the City of Carmel o ��O 4] ER NCY SPILLWAY 1�I 8 ELEV. 81.12 Utility's request for field changes in main extensions related to location, �Q\Q`� / -? workmanship and materials as they relate to City of Carmel Utility standards and O W �°, o / / 3 o�G�< o� mss° / '� , / m I��I I specifications. 3) The contractor will have water main extensions pressure tested per City of O Carmel Utility specifications and witnessed by City of Carmel Utility's inspector. p $ < 4)\ , � The contractor will conduct the disinfection of water main extension, with \ \�``° `` / IN. I 3 direct supervision by a City of Carmel Utility operator. COMMON / �\ �O%;' ��°Q�`�� �� / I I N o� 5) Only after the water mian extension passes the City of Carmel Utility's A D� Q / e o laboratory testing, and two (2) sets of as-built plans have been turned in the ° AREA A Oj mss\ R25' �s. �'a wo `y \ ( I I N o Z City of Carmel Utility, will the water be turned on by the City of Carmel Utility. /WATER MAIN TO PASS I °z o 64 A °a o �+.�/ UNDER THE PIPELINES I o M 0 = m CITY OF CARMEL UTILITY BLOCK 12A \� \ / �ddT°�e AND MAINTAIN A MINIMUM / F I d W 00 WQW 0 to \ oV rS' CJ 0 z i z m z x / II x (oa t>' 2 FEET OF SEPERATION I41 I y O Cti 0 3 v Gi cD o STANDARD NOTES: A Q A °jp/J 1 Absolute) no Kennedy fire hydrants or valves are allowed. 3��333�T3�3 � 0000000000 ° 2) Only Tyler valve boxes are allowed. / / 3) Ductile iron pipe in lengths of 20 feet is the only length allowed. 'o 0000000000 24 �J� / 22 z 1 ) P q q F N.-ON Nr7 4 Posi-ca s or the equivalent are required on all water valve installations. w I5) Tracer wire must be installed with "all water main laid in Carmel. Q 1 CURB INLET I 6) Warning tape must be installed 12 to 18 above the water main. ti °e e�0 h SSD ACCESS Note: EMERGENCY SPILLWAY / ��'� QQ �� 9 / TC=895.33 5 I I W �JE ELEV. 877.02 12 / \� / \ / g. W ) P P ( g ) w / / w 1 PVC pipe 6' in length) to be used to mark water service stub. y ' BLOCK + / \ � / Ao R,o� FIRE HYDRANTi a I Z W 2) All bacteriological lab services to be billed to developers contractor. 13A �6ti� \ \ / 2� W/6'LE GATE 1 a c�i I I o O a) MIND p ELI 2 �� GENERAL NOTES: '� 0 �w �/ -'�• \O I N maw i- M � �I c HYDRANT 10' WATER INE ES U w ° N k x� / / MARKER - 1) The contractor shall contact all applicable utilities and verify and and all fees f z�3 27+72.8, 1 4 E+i Z �N associated with the installation of all utilities. w ao��o ^I 13 05y 16 x�g J ' ,EE o 2) Provide thrust blocks for all water line bends and tees, including tab N ao / o connection. -- Div �� tyJ' / 10 MERGENCY LAN ESMi. n Y w�j =' w 3) Contractor shall coordinate with water company for domestic and fire service. °o o m Z z Connect to building domestic and fire line. Coordinate with plumbing drawings. z90Xofr x�Wo 5' THICK SIDEWALK 4 Coordinate location of electrical and tale hone lines with local utilities. z SL' �'in° (n can FOR cn EMERGENCY ^ ) telephone ZS Z z��`z z z z Q\e� tit / ACCESS LANE I I o Z 5) Coordinate location and size of gas service connection and installation of n e s s / yU \ in Lb service line and meter with gas company. (4 �= o ��o/�`QQ� / ��s• - �E• ( � 6) Coordinate locations and connections of building storm lines with �" PAP �J� °� m 2° I �� w mechanical/plumbing drawings. ````��rr,NI1111�/�/j//��� 14 / �� `� GF m ,�g6 Sy. /P 9 N H. w •,,, L,t�\\\\�- �J xO 4 zs+oB 25+44.42 26+ k ao 7) Verify existing invert and location of sanitary sewer. Adjust Inverts as required. � P o. �� \�JP r \ ° °w �r Document any changes. Q QSr• Fp 20 I ° 8 Maintain 10' horizontal and 18" vertical clearance between storm/sanitary N0. o ll I !F +520, 17 5 / o Z sewer systems and domestic/fire line service. _ • 8827 • Q I I �; O Q / 'sue o`� i �I I^ y I Follow masewer/santary state codes in nstallationrence to domestic/fire line installation i�o °¢G 'V ry 4�` STATE ��VDIANP 24'� CURB INLET ° ./ <` / 0 10 Coordinate location of required conduits for light poles, telephone service and II 5 ACCESS �� / I irrigation system. q i,v�i•sS�ONAL II I TC=889.33 \ F. g Y I) °JG� / / `' 11) Coordinate utility conduits with service providers. �� r ?O'o \ Q ,o �`�� ' I I / 12) Sanitary sewer laterals, water service, & electrical/telephone conduits shall be II 1 yib;�P�o \� Qom° ��`� / ti� I 19 I asJ� granular backfill for entire run. 1 13 There are to be no water valves or manholes Icaced within the pavement, ALLAN H. WEIHE P.E. 8827 ) P �I II FOND \ W/ a I o Q W curbs or sidewalks. o / SM-S-S IV t; I F_ / a N w rMr� ° S I I ooc3 `� NORMAL POOL ELEV. - 677.00 oT 2 YR. FLOOD ElEY. - 877,73 ^I II 10 YR. FLOOD ELEV. - 878.32 ¢!!F.\ I ci on o `FO YR. FLOOD E1kY. - 87.80 I CL z - OF-OF-8AN1L EfiEEY_' 881.80 / "^I �/ 1 n_Zc�i _ . DROP COVER TRACER WIRE \��°•\p��,F. S°°•/ ---------------- - Y "$76- --.__..��--- I �U W C.I MARKED "WATER" _ ____� �Q\e� Q I _ - / 30' D.dcU.E. 1 FLUSH 7 GRADE w i - I 1 10 9 8 7 6 5 q 3 z 1 \ I =on C \ � � / / II/ � ��X' /�GU� / I c II `''� • !.�"y� � %6 CA eV \� /,/ oho, 90 IV 's- Con cr A FIlk / �p o° M m s 1A r 0o Q '3'n�-O .5l '� •• m N b. \� V / VNI Aw +'� � '�• c°\ � �� ; ° \ � �`�i`� A a; a RBD, 1 � �� da \ s�\ /'�(�•AO � r� ctin`S < � O\ o�gFpG �qPq� 3 1 OS R o e 1 o N g 44 Z; \ �_°; ^ 38' "Oil in .� SbW NI o In r? i A ti x v \F S PF �y \ lz + c cn o n s n GPI owo o 0 0 2 O SS C m cn S ai" 2 16" VEGETATED 6et�Ii99t/°15 oMl c F9J� BG GP BG O: m / E"[ Ir rA Q N m POROUS PAVEMENT t 2 — E EMERGENCY ACCESS LAN \ IiF�Cy�� �A�p\ A/AF N c g T^ y G��i 2F \ m �'� m m 39031 U3�V5 8' WATER MAIN S L O ,p o y N N 40' B.S.L. A a W 15' D.&U.E. I' I Z \ yF\ 3 3 L 15' D.&U.E. '--- m �- 3' E SHOULDER w x 15' D.&U.E. /FlRE HYDRANT — \— 3 # �° - TO�1 S.E-- — 10 —W 6' GATE VALVE — -- E <a E4KNM T 10' HALT PATH SHOULDER 10'ASPHALT PATH T PATH VALVE VALVE 10'ASPHAL PATH - - J '�' 12'X8' TEE IDER 10'ASPHALT PATH m HALT 17Pr- ;, y 10'ASPHALT PATH 3'STONE SHOULDER `_ O e 1 al a 12 8 �V"'-'--�-•�_ 10'ASP*T PATH U °n of en a %�' p al ence �_ U� 3' STONE SHOULDER L 6" SSD (TYP.) A _ of 6" SSD (TYP.) _ 6" SSD TYP.) — 6" SSD (TYP.) _ ti AF THICK SIDEWALK FO o o 00 00+0 f-1 — PROPOSED 12" WATER o �j PROPOSED 12" WATE °� EMERGENCY ACCESS LANE 16"VEGETATED 3 v v PROPOSED 12" WATER Open Wire Fence — ��`'++ rtFJOST.12 WATER MAIN ' MAIN PROVIDED BY f POROUS PAVEMENT a. x MAIN PROVIDED BY CITY OF CARMEL PROPOSED 12" WAT CITY OF CARMEL `� MAIN PROVIDED BY C APL'NOX LOCATION „3 CITY OF CARMEL EMERGENCY ACCESS LANE CITY OF CARMEL a w U m EXISTING FIRE HYDRANT N /CONNECT TING W/ VALVE WATER MAIN ~ S PROPOSED 25' S.S.E. PER LONGRIDGE ESTATES m oZ'z — 25' TEMP. CONST. ESMT. co O r7 O [n = w r o y o E-I Z D PQ Q x M co W o U G,j ED NOTE: NO VALVES WILL BE a o w a a ca EO a ra U n WATER AND SEWER UNDER CITY STREETS PERMITTED UNDER PAVEMENT. E55 Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, LEGEND (D 4oro(D raco w(D(D(D oa00000000 water service laterals, sanitary mains and sanitary service laterals shall be in accordance w �r- �����M with the standard practice of the utility that has jurisdiction over the installation. U = EXIST. FIRE HYDRANT H N o N N r]o 0 • = EXIST. WATER METER - A �na�oWma�ornrnrnrn N Final Backfill = EXIST. WATER VALVE = EXIST. YARD SPIGOT Final backfill for water mains, water service laterals, sanitary mains and sanitary service a = EXIST. MONITOR WELL J_ laterals under and within 5-feet of pavement shall be B-Borrow for Structure Backfill 0 = EXIST. GAS METER E„ meeting the material requirements of the INDOT and shall be compacted in 6-inch maximum =PIPELINE EXIST. GAS VALVE lifts to not less than 95% Standard Proctor Density for the entire depth of the material o = EXIST. STORM INLET SCALE: 1 " = 60' La = EXIST. ELECTRIC METER � HOLE " Y MOLEY SAYS placed. The backfill for the top 6-inches of the excavation below the start of the aggregate MR. ED GARZA = EXIST. POWER POLE o subbase of the pavement shall be No. 53 Stone meeting the material requirements of the BUS. 291-3121 CELL 502-2029 = EXIST. POWER POLE W/LIGHT "DIG SAFELY" d � INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the 4527 N. MERIDIAN ROAD = EXIST. POWER POLE w/rRANSFORMER 0 30 60 120 N standard practice of the utility that has jurisdiction over the installation has a more IT'S THE LAW" a°x cj= N HUNTINGTON, INDIANA 46750 = EXIST. LIGHT POLE CALL 2 WORKING DAYS BEFORE YOU DIG W ``ud & stringent final backfill requirement, the more stringent requirement shall govern. -- = Exlsr. GUY ANCHOR r4 � � °w MARATHON PIPELINE m = EXIST. TELEPHONE PEDESTAL 1-800-382-5544 LL TOLL FREE V) c-,_1 tL° U CALL TOLL FREE °�' � �°~-'°w MR. DEREK SHEETS = EXIST. MANHOLE PER INDIANA STATE LAW IC 8-1-26. A ;ZRE lub MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS _ mN����N EXIST. SANITARY SEWER LINE IT IS AGAINST THE LAW TO EXCAVATE BUS. 291-9460 CELL 432-4356 z N o o = _ _ _ _ = EXIST. STORM SEWER LINE WITHOUT NOTIFYING THE UNDERGROUND Fn mo ce Fn a- L,a�, For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary 10722 EAST C.R. 300 NORTH ____ LOCATION SERVICE Two (2) WORKING C>a: u,,, RIGHT-OF-WAY LINE DAYS BEFORE COMMENCING WORK. cn o m 0000 Sewer Laterals under City treets, regardless of the jurisdiction of the utility, the minimum = SWALE w °c)m Y 9 1 Y INDIANAPOLIS, INDIANA 46234 = PROPOSED SANITARY SEWER LINE a ��°� ����� cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility that has jurisdiction over the installation has a more = PROPOSED STORM SEWER UNE `````���111111111//� c+-rst/ng,vo Ter nro l.,.. � 1—t.1fed uny reins stringent cover requirement, the more stringent requirement shall govern. Q = PROPOSED MANHOLE cpp;nv sle°° ex;s/;au,orer emm ��% H• y, See,rang,oe ro;1 ♦ �� /� �� PROPOSED FIRE HYDRANT x©von r,11 nee ;re„wr.r, ♦ G�1 ggiv � r -I-- / / .>.. a NO tn, a I 8827 c.l. k<�a- r •_-1�-"-sow afar Mo;n �- CROP covLR—� _I� .._. . �.-� MARKED "WATER' ] .'r pa STATE OF -TRACER WIRE CITY OF CARMEL UTILITY CITY OF CARMEL UTILITY \ ' 0 1I USIA WITH GRACE S t�G ♦♦♦ s TONAL 44`���♦ �wvvFOUeMnrr,� ll,w.��ro.,non"/r.I;pl STANDARD NOTES: PIPE INSTALLATION BUCKEYENOTES: °r,r ^-- nf.5 /lea (lye"1p F°r,,°r11e 11 Res lrni nea kxcepf ebddi-Mofer lr,l 51,u1/L'tx,r ” All work shall be in the best practices M.,,°r 1aa' /MGO!Sid".01• 51re 1". B I EXTENSION TYPE VALVE BOX, ticeS Of the water utility industry and the WARNING TAPE - 18" SCREW TYPE ALLAN H. WEIIIE P.E. 8827 1 Absolutely no Kennedy fire hydrants or valves are allowed. P Y pl 1. NO WORK WITHIN 25 FEET OF BUCKEYE'S PIPELINE, INCLUDING DEMOLITION ABOVE NEW PIPL -,� PI AN r c F-,L 2) Only Tyler valve boxes are allowed. American Water Works Association, and in accordance with all applicable AND CONSTRUCTION ACTIVITIES, SHALL BE CONDUCTED WITHOUT THE VALVE BOX BASE TO BE SUITABLE federal, state, and local codes and regulations. FOR SIZE OF NEW VALVE 3) Ductile iron pipe in lengths of 20 feet is the only length allowed. PRESENCE OF A BUCKEYE INSPECTOR. � 2. A CURBING SECTION SHALL BE CENTERED ON THE PIPELINE, TO MINIMIZE VALVE GAIL 4 Posi-caps or the equivalent are required on all water valve installations. Z Furthermore: THE LENGTH OF CURBING THAT WOULD NEED TO BE REMOVED IF „ ; HAND COMPACTED SOIL °T c I r o cnRrlLl vinTEl� MAIN 5) Tracer wire must be installed with all water main laid in Carmel. / r __----_ _ _ _CT o MAINTENANCE IS REQUIRED. STnlvonRO oE-n S car v cT r�N o`rn I 6 Warning ae must be installed 12" to 18" above the water main. TRACER WIRE 9 P 1) Any damage done to the City of Carmel Utility's system by the contractor 3. ALL WATERLINES SHALL �ROSS BENEATH THE PIPELINE WITH A MINIMUM __ TAPE TO PIPE ,__-_-. -- E,7^ u.nnma Rn°s,cns L.r- Note: of his affiliates shall immediately be repaired, to the satisfaction and CLEARANCE OF 24 INCHES. THE CONTRACTOR SHALL PROPERLY SUPPORT THE PIPELINES DURING EXCAVATION AND SHALL SUBMIT A SUPPORT PLAN - Q� u 1) PVC pipe (6' in length) to be used to mark water service stub. direction of the City of Carmel Utility by the contractor at his own expense. .Ill _- I,\ ,„nl:Elt,'�I,E - �.. .. ,�.��. slp1e1°Y�w3.°,Fy,r°I 2) All bacteriological lab services to be billed to developer's contractor. 2) Should the contractor propose to depart from the specifications contained TO BUCKEYE FOR REVIEW PRIOR TO START OF EXCAVATION. A BUCKEYE ..__;r �-1JEVi MAIN U -.r_.I-_.._ INSPECTOR SHALL BE PRESENT WHILE THE PROPOSED WATER MAIN IS CONCRETE SUPPORT aLOCKOJC EasIN C ntT\ �. herein, he shall submit samples and/or specifications of such alternatives to INSTALLED. ADDITIONALLY, THE DUCTILE IRON WATER LINES SHALL INCLUDE (16" X 16" X 6°) WARNINI;TAPE - - _- the City of Camel Utility before proceeding. nnavt NEW PIPE , °.n NITRILE GASKETS WITHIN 50 FEET OF THE PIPELINES AND BE COATED WITH M NOTES GENERAL NOTES: 3) No work shall be performed under conditions which in the opinion of the A NON-CONDUCTIVE COATING WITHIN 50 FEET OF THE PIPELINES. U 7, All Valves Must Include Posi-Cop or Equivalent It of Carmel Utilities would adverse) affect the unlit of the finished ob. IRnCINC"BE ...__ Y Y quality j 4. SAND SHALL BE INSTALLED AROUND THE PIPELINE AND BETWEEN THE NEW „11nNC11 CaNNEC,1aN - ---____ Mn W � 1) The contractor shall contact all applicable utilities and verify and and all 4) The contractor shall conduct his work so as not to interfere with the UTILITY AFTER THE INSTALLATION OF THE NEW UTILITY. 1-: „° .S fees associated with the installation of all utilities. present operation of the City of Carmel Utility's water/sanitary sewer system. 5. ALL UTILITY CABLES ARE TO CROSS BENEATH THE PIPELINE WITH A VALVE DETAIL ^- � _=- ,IJaaT 903.02,5.,.No.R - MINIMUM CLEARANCE OF 24 INCHES. SCALE: NO SCALE c 2) Provide thrust blocks for all water line bends and tees, including tab If any work interference is encountered between the City of Carmel Utility and M I f °i1 q n In,r8'.8'r fi W � � o the contractor, the City f Carmel Utility will receive priority in scheduling. 6. SEE SHEET C609 FC t ADDITIONAL BUCKEYE REQUIREMENTS AND Vhai.,.d "nss a °0101, connection. Y Y P Y 9 SPECIFICATION FOR WORK PERFORMED IN PIPELINE EASEMENT. Cf End Of e field Slake I ocation --^,------- II- on undislwned o l enstl.aril Filbn9s 3 Contractor shall coordinate with water company for domestic and fire O1 End O1 Service Line (Material) ° d y,eend service. Connect to building domestic and fire line. Coordinate with plumbing CITY OF CARMEL WATER UTILITY NOTES v 1 B' I. Al "'P°Inls AI°ng wob„1'inr Nlrere I,rdicnleA on`d"C" e' drawings. h nr ,5.1 Al 4s nn 1.uPwn,ds end cnnn.cl.d I,,fi 45'rc 1 coin wo,r 11-Shull B.Lnwer.d T.Pravld.Su1Ide-1 4) Coordinate location of electrical and telephone lines with local utilities. DEVELOPER INSTALLED WATER MAINS c� Curb B° Witt Cover A,sPrrAi.A 2. all Jein is 51,11 He N"r-ed E.""t In Run 01 Tee. 2" HOPE c O Coordinate location and size of gas service connection and installation of Sleeve**- service line and meter with as company. n a` Hydn"",51,n,H.5r.1.15°°mej—°,Horl.nnt.i ,� s �� ag o urslnooe,ur toss ns sv.rRi.J By n,.r.neon,bn,:°l. 9 1) Contractors shall call City of Carmel Utility for an on-site _______ _____, a ° a , Pcii-°°„°,e F'.,rnL ~ a ` , n All Th'V°r"Mu!:1 or 11-1-lned la Ih.Tee W,Ir I II„er 'Z 6) Coordinate locations and connections of building storm lines with pre-construction meeting before work begins. Contractor mush have approved hid,,Po,i Ten mechanical/plumbing drawings. plans on-site and all materials to be used must be a roved b a Cit of Carb St Concrete °'°ak " PP Y Y __ ___ �Corpara,ian Stap �- 7 Verify existing invert and location of sanitary sewer. Adjust inverts as Carmel Utility Mueller H-,50D8. Dr Egaal a Y g ry Y 1 �waler Main FIRE HYDRANT ASSEMBLY a required. Document any changes. 2) Contractor will allow inspection by City of Carmel Utility inspectors during Tapped Service Clamp * Ford F-1 or equ eelent. Stake 8) Maintain 10' horizontal and 18" vertical clearance between storm/sanitary the construction of the water main extension and will honor the City of Length.- Varies ,'-D" I B• �"L sewer systems and domestic/fire line service. Carmel Utility's request for field changes in main extensions related to se ° * `Ve'`""' v < < L -- --,'-' J ll d''10 0" bed L "---- klnlrh c.mlieg Pnvcmenl location, workmanship and materials as they relate to City of Carmel Utility — nh k,I And thlnkne- v 9) Follow all local and state codes in reference to domestic/fire line __, ° � s=t •;� Y 1.in 1 , standards and specifications. ___ o {�- ,_6, a 4__ s, slrn;�h; Edy;. ,i / Approved Ln,.uvuled Mulrrnl Unna ved 4 installation and storm sewer/sanitary sewer installation. 3) The contractor will have water main extensions pressure - - - - p U e tested per City of - - LE55URE PIPE JOINT RE$,RA IN7 1A�L[ - _- — Capper Se vice -6 1 l DARNING APE _. ,„' �Arnnn Unl.•re UUeewle°Drrcl L eng fh O/ va 7J Be Re.�,tr i—,f _-- ---_--- 12 Y-8 2 5 4' DOVE NEW PILL - 3 10) Coordinate location of required conduits for light poles, telephone service Carmel Utility specifications and witnessed by City of Carmel Utility's fr, Corn B,rnc ,��From r Lif Band Sery°e C,c,np Mat Br Omitted .°r ✓aes s 2'-e- ,_ I' y - 5 113 4111 On, and irrigation system. B�Sr.,On 75 f.,/ Tess Pressure And Smaler And Dl ct Ta s Moue To Ductile s ovem t OVvs w Ip. W ----- ----- InSpectar. Orrp'ce Iron Pipe, Class 350 Or Greater. a �- �_� 6.- rd Turn P f or vm. rrt O i Veri(y Witn Owner For 're ssu•e Class DIP.) y4 r P t' 1 11 Coordinate utility conduits with service providers. �> �e1� e- 8.. ,0.. 12” 1b" 10. ,_, ,._e. 6 5.,inl 111 Y P 4) The contractor will conduct the disinfection of water main extension, with J0' ►'- 6;o Flab), Wit,Solid Or Prowe w.11, ri T.mi M1, 6" Shall 1 Planed S'9•40 14• a• Gon loan In INDOT 211,021r And I1anA Tamped In 6"Luyels fo n Minirnurn EE_, 3, 12) Sanitary sewer laterals, water service, & electrical/telephone conduits direct supervision by a City of Carmel Utility operator. l,' ,.,, 4"' sJ- ;e. Ib5' „- �o. ,y, ,,,. .• Far All 3;'� And ,- Service Lines Installed under Pavement ": s,_,:b—,_ ,: ..•,• •;.� _ O, ,--6' Above Plpe ,t plug Install 2" HOPE Sleeve. 42 s n x• shall be granular backfill for entire run. _ _ ..-. ._- __ __.___--- -_-__ - -- --Ned Pipe In Spethed Cron.ler 9 5) Only after the water mina extension passes the City of Carmel Utility s qs ,' ,. ,, y. r; , I Bedding IA.teri.1Pll..,n,n,,ed ,; tnyr,. '-_- _- _ __-_ _... -_. S4' 9'U U" UnJisl.rnerl F.r Ih Ppr. O G 13 There are to be no water valves or manholes Icaced within the laboratory testing, two 2 sets of as-built Ions have been turned in NOTES: B.ddln t S, I. p ry g ( ) P :-%✓a' j' 0 6 y n 6 v_ To IND6T 90}02, Si­Nu. _. _ --_y- __. __ -._- v) pavement, curbs or sidewalks. the City of Carmel Utility, will the water be turned on by the City of Carmel /I-)/d- �`' S"___ _A__"_ 1" Or sr,Per Se- e 5n°Il Be Direct T°p ;„f s a C N - Unless Approved B Carmel Utilities. U utility. TRENCH SCHEDULE IRLNCH Ul-IAIL Q -� r.11-u o w.Rn uu,s n s 2. , Y," & 2' Service Lines Shall use Wrap Around a Clamps. Smith Blair 226 Or Equival-L ' Tome Is For ASTM n-7034, W.11 ,Idcpness / I ,nss SUR.75 Fer 6'-Ib-nr.d AS,In Nom[ G1 r� o w2 In p Res rrvinev JO%r,ys Snv;1 Be Afec.hvni cv! Join/ wi Jh Ra tv%ner ;;on OS' 'By" wall n,r.:Fness cwss l I Iv, U$ Pipe TR Frex Joint Sy51941, US {'ipe Fi P./U/.✓K Gv.'.kot Svc/CRb 3. Corporation Stop Stroll Be Brand And Model Approved 16"-3R. Far other F1-11ble Pq,es, 1 •,/ndr, Fuca inp 1,rwe s, Wnle, Lines, G- ;7) Ones, W C ti O 1�_ul Q Or Ecuo B Carmel Utilities. Minirnun, Ire 1 WiAlh"I I"Sbnll Al ne1 Ir o N Y .or.lnctura,; Re illh"U"'L l,phn—f:oblr.h Llect,wnl Conduits,B°ckllll �/ d o wm c,.nnln, N°ddrnq Male-I To The Cenlerrne 4 0 4. Service Line. Top Shall Be Installed With A )Ain. H.r . Of lrur t.isliry Util'iI I.incs p" °i NOTE: T6E ABOVE- RESTRAINED .IJ/NT LE,VG71r5 ARC AIINIAILIA1 Lr.fJGIHS Separation Of 24". "u'I. u,c IAo= ,,m vlidu,In, Riyid Pipes LjH]�i'�i"T' N0. 3 `mv ,d v THE Or S/GN FA4i/NEFR SHALL CETFR/✓INE IF !.0/JGf_-R LLNGIH; ARE f7£OIILRED. S. p" Taps & Smaller Shall Not Be Installed Within 18" O1 "U'1s the Minimu,n width for Ft-ible Pipes to I E m nr,nrdanr,_vrRl nslel n-zszl OO.�•o ___._-___...._...___-__._ __ Mechanical Joint Bells. iIn mr C I T Y OF CARMIL JOINT RE>iRA I N f =r, STANDARD or TAI S Taal E WATER SERVICE DETAIL TRENCH DETAIL & Lij SCALE- C703 OIL TRENCH SCNEDULL _ a::)�G 0 0 �o P'.tOJECT N0. 0W06-0031 10 g 8 7 6 5 4 3 2 1 1