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HomeMy WebLinkAbout05060053 Civil Construction Plans Rcd. 8/11/2005LAKE ____ I PORTER ULM a ::.._ �i . .-.... k . . _ . . rs.. 4 c. ,. :' .... . ma:., . x .ru.. V,Y .. -.�.. ... E .. .., . . :>ti. . r . ... - :v -. ..•. . . ,_.. . .. . . .. -...... .. . . -:. a,.: r r.. ' � > : .! .: r .. --.. _r.. r , - ..E.i .r.f- G._ ..-. .� t ... :-+,-. � - tk _, .. .,z- a ;2rr• . . p... . • :..y�rd. a,.v;.. a- .:.:.L.r.i , . -..: J.. Y ':.. rL eayNM. i 4.♦ -.N,.'•nf`. P . . 4I+.be' a., .l r7 77 -7 c NIat - . a ti . t...... � a :A�. � ..♦.a- a tYar" - f .a . . -:s b « r::i.r .. t,):: ��..-F, yx� .« T - '.'.f 3' _ ' -• , t a = . .-.- > .., wao r ms - . y.;.0 '•Y2.':l _ S r :ani .w 7 F e a.w• an � • . i. -. vtc t; 4. ate.: Y'vui- x,yub+ ra. ,- {{ r a r. a.. .ax t•:»rrr ....,:. { .. .,-.sr •w♦ -:.' ...,,,.yE. fa:kev.''., _ , ,.. t _.. 4.. _ . .• s"_rr.+.'.:;1,4w =u.N.s.. LL ::W..aa:lp " <- 'Sx..+ ft+. ..t.- ...j. X t LAPORTE I ST. JOSEPH ELKHART ILAGRANGE ISTEUBEN NOBLE DEK ALB STARKE ` KOSCIU SKO I WHITLEY ALLEN JASPER NEWTON PULASKI FULTON MIAMI WABASH HUNTINGTON -- WHITE CASS WELLS ADAMS� 1 JCUARIOL BENTON J GRANT - - BLACK- TIPPECANOE HOWARD FORD WARREN CLINTON �- TIPTON MADISON DELAWARE RANDOLPH FOUNTAIN MONTGOMERY -- -- HAMILTON BOONE P R O J E ,T HENRY CD L C A T I N I t"JAYN E w PARKE HENURICKS MARION HANCOCK J PUTNAM RUSH SHELBY -- FAYETTE UNION --�r -- VIGO CLAY MO CAN JOHNSON - - - - -- R \NIJKLIN OWEN DECATUR MONROE BROWN BARTHOLOMEW �-- -� --__- SULLIVAN RIPLEY JDEARBORN GREENE Y JENNINGS < JACKSON pH10 LAWRENCE _ KNOX MARTIN Ff�JEFFERSON SWITZERLAND DAVIESS WASHINGTON SCOTT ORANGE CLARK PIKE GIBSON POSEY WARRICK VANDER- BURGH DUBOIS t CRAWFORD OYD PERRY HARRISON. SPENCER 07) D I CONSTRUCTION PLAN INDEX �I Co.O 1 of 2 2 of 2 C2.0 C3.0 C3.1 C4.0 C4.1 C4.2 C5.0 C5.1 C5.2 C5.3 C7.0 C7.1 C7.2 C7.3 C8.0 TITLE SHEET # ALTA /ASCM LAND TITLE :SURVEY ALTA /ASCM LAND TITLE SURVEY SITE PLAN A2 GRADING PLAN SITE PLAN SHEET C2.0 DRAINAGE PLAN NATURE AND PURPOSE OF PROJECT EROSION CONTROL PLA(\ EROSION CONTROL DETAILS EROSION CONTROL DETAILS UTILITY PLAN A5 SANITARY SEWER PLAN i\ND PROFILE SANITARY SEWER PLAN AND PROFILE SANITARY SEWER PLAN AND PROFILE SITE DETAILS EROSION CONTROL NOTES SHEET C4.1 SITE DETAILS STATE OR FEDERAL WATER QUALITY PERMITS SITE DETAILS A9 SANITARY SEWER SPECIFICATIONS LANDSCAPE PLAN ADJACENT WETLANDS, LAKES AND WATER COURSES ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A) # PLAN ELEMENT LOCATION Al INDEX OF REQUIRED PLAN ELEMENTS EROSION CONTROL PLAN SHEET C4.0 A2 BUILDING LOT NUMBERS /BOUNDARIES AND ROADS SITE PLAN SHEET C2.0 A3 NATURE AND PURPOSE OF PROJECT EROSION CONTROL NOTES SHEET C4.1 A4 PROJECT SITE VICINITY MAP EROSION CONTROL PLAN SHEET C4.0 A5 LEGAL DESCRIPTION OF PROJECT SITE EROSION CONTROL NOTES SHEET C4.1 A6 LOTS AND PROPOSED SITE IMPROVEMENTS EROSION CONTROL PLAN SHEET C4.0 A7 HYDROLOGIC UNIT CODE (14 DIGIT) EROSION CONTROL NOTES SHEET C4.1 A8 STATE OR FEDERAL WATER QUALITY PERMITS EROSION CONTROL NOTES SHEET C4.1 A9 POINTS OF STORMWATER DISCHARGE FROM SITE EROSION CONTROL NOTES SHEET C4.1 A10 ADJACENT WETLANDS, LAKES AND WATER COURSES EROSION CONTROL NOTES SHEET C4.1 All RECEIVING WATERS EROSION CONTROL NOTES SHEET C4.1 Al2 POTENTIAL DISCHARGES TO GROUND WATER EROSION CONTROL NOTES SHEET C4.1 A13 FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES EROSION CONTROL NOTES SHEET C4.1 A14 PEAK DISCHARGE EROSION CONTROL NOTES SHEET C4.1 A15 ADJACENT LAND USE EROSION CONTROL NOTES SHEET C4.1 A16 CONSTRUCTION LIMITS EROSION CONTROL PLAN SHEET C4.0 A17 EXISTING VEGETATIVE COVER EROSION CONTROL NOTES SHEET C4.1 A18 SOILS MAP AND SOIL_ DESCRIPTIONS EROSION CONTROL NOTES SHEET C4.1 A19 PROPOSED STORMWATER SYSTEMS GRADING PLAN SHLET C3.0 A20 OFF -SITE CONSTRUCTION ACTIVITIES GRADING PLAN SHEET C3.0 A21 PROPOSED SOIL STCCKPILES EROSION CONTROL PLAN SHEET C4.0 A22 SITE TOPOGRAPHY GRADING PLAN SHEET C3.0 A23 FINAL SITE TOPOGRAPHY GRADING PLAN SHEET C3.4 EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B) # PLAN ELEMENT LOCATION 81 POTENTIAL POLLUTANT SOURCES EROSION CONTROL NOTES SHEET C4.1 B2 IMPLEMENTATION SEQUENCE EROSION CONTROL NOTES SHEET C4.1 83 CONSTRUCTION ENTRANCE LOCATION PLAN SHEET C4.0; DETAIL SHEET C4.2 B4 CONTROL MEASURES FOR SHEET FLOW AREAS PLAN SHEET C4.0; NOTES SHEET C4.1 85 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS PLAN SHEET C4t0; NOTES SHEET C4.1 86 INLET PROTECTION MEASURE LOCATIONS AND SPECS EROSION CONTROL NOTES SHEET C4.1 B7 RUNOFF CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 88 STORM WATER OUTLET PROTECTION SPECIFICATIONS PLAN SHEET C4.0; NOTES SHEET C4.1 89 GRADE STABILIZATION STRUCTURES PLAN SHEET C4.0; NOTES SHEET C4.1 810 CONSTRUCTION DETAILS FOR CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 811 TEMPORARY SURFACE STABILIZATION METHODS EROSION CONTROL NOTES SHEET C4.1 812 PERMANENT SURFACE STABILIZATION METHODS EROSION CONTROL NOTES SHEET C4.1 B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN EROSION CONTROL NOTES SHEET C4.1 614 IMONITORING AND MANTENANCE GUIDELINES EROSION CONTROL NOTES SHEET C4.1 B15 EROISION AND SEDIMENT CONTROL SPECIFICATIONS JEROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL PLAN - POST - CONSTRUCTION COMPONENT (Section C) # PLAN ELEMENT LOCATION Cl POTENTIAL POLLUTANT SOURCES EROSION CONTROL NOTES SHEET C4.1 C2 IMPLEMENTATION SEQUENCE EROSION CONTROL NOTES SHEET C4.1 C3 PROPOSED STORMWATER QUALITY MEASURES EROSION CONTROL NOTES SHEET C4.1 C4 CONSTRUCTION DETtJLS AND SPECIFICATIONS DETAIL SHEET C4.2 C5 EROSION CONTROL MAINTENANCE GUIDELINES EROSION CONTROL NOTES SHEET C4.1 �l FRL'.',_IEUT --� L`- iL,,. "r1ON E State Road 334 t_ -� ir \\ 1 V1 1NITY MAP NOT TO SCALE DEVELOPER: W 116th W�96th S IF- C, J, WII.3.IAIVIS REALTY GROUP 943Q Bauer Drive Indianapolis, Indiana 46280 Phone: (317)574 -5480 CIVIL. ENGINEER: 241 S Directors Pow Ste.E ,Ile Indianapolis, In 46241 j •4 317-244-1968 FAX -244 -1969 V Civil Designs cos •'Q�C'\STFR�p•. Qua% PROJECT NUMBER I� ' N ' i 05 123 PE10300058 STATE OF =♦ '� �o'•!No N•'�,��`'.� �� . IA i i DESIGN PHASE I ,� ' 46006906 x �•,; SS�ONA1 % CONSTRUCTION -ECG PLAN NUMBER � �� cnr� � x DATE: I1b ZOOS pp SHEET OF LI KI JI �I HI GI F E D C B A NW CORNER SW 1/4- SECTION 6 -T17N -R3E CALCULATED LOCATION 2 LW CORNER NW 1/4 SECTION 6 -T17N -R3E HARRISON MONUMENT FOUND PER THE HAMILTON COUNTY SURVEYORS TIES vl a 00 ! ao j N _ N . 4 15 I6 I7 I8 ®® �� I10 (11 d j ,, I\� 1 ` w! ^� , FIZZ ol� o ; w � t, ALTUM S REALTY LIMITED PARTNERSHIP z I Z z INSTRUMENT #99 -45727 o , ` E CORNER SW 1 /4 vl V N , SECTION 6 -T17N -R3E i SET REBAR & CA 5/8 INCH 'REBAR WITH A ET REBAR YELLOW CAP SCRIBED "HAHN I �` N89'S6'26 "E 880.56' (R &M) sas'56'26"w 1377.66' (R&M) & ASSOC.' N89'56'26' E 235.65'(R) 2302'(CALC) - _ - - - - -- - ••- •- •- •- • -• —• -• —•-•-•-•-•—•-•- •- •- •- •- •- •- •- •- •- •- •- •- • —• -• -� . • -• -•- 10 D.U. & M.E. PLAT 819.42' (M) __ f_U. & S.FQP•EAT NORTH LINE OF SW 1 /4 SECTION 6 -T17N -R3E 1 — N + 1 �ENCE 1.0'8 _CE 8.6'8 %Q' -0'l, (P�AT� — — — — MAG NAIL FOU 0 + 1 POINT OF BEGINNIN . o.07'w �� 11 BLOCK "A" i +11+ BLOCK "C" !11, � ` 1 i� 11 ______ i� 11 +c'� --�' NON- ACCESS EASEMENT (FLAT) " wo I-MUCH MARCLE DRIVE (PLAT) j� 1 + BLOCK A (INGRESS /EGRESS PLAT) BLOCK Z �� Sg.QS r 1 1 ry — 1-0' _(PLAT) 'z 1 1 EAST RIGHT OF WAY LINE: PER 444,461 SQ. FT. (PLAT) (445,646 SQ. FT. CALC.) 1 1 INDIANA DEPARTMENT OF PLAT OF THE TOWNES AT WESTON POINT SECTION 1 �, .o 1 1 TRANSPORTATION RIGHT OF WAY INSTRUMENT #2004- 00067374 !� 111 PLANS FOR U.S. 421 PFOJECT NO. `� !�' `11 STP- 135- 2(008) AND THE TOWNES P.L. PROPERTIES, LLC G �� 1 61.25' \�`I OF WESTON POINTE SECTION 1 PART OF INSTRUMENT #200400043279 PLAT OF TOWNES AT WESTOPJ POINT SECTION 1 j� �� INSTRUMENT # 2004 - 00067374 -o INSTRUMENT #200400067374 j� +� U'• .a O �y NO BUILDINGS '' !W 13�$ 111 M T my BLOCK „B„ i� a, 1 PERPETUAL HIGHWAY EASE EN �, ►- n 0 1�1�1 PER INSTRUMENT #2004 -77508 POINT OF BEGINNING i ? tp 1��� REMAINDER 1 +1 1 INSTRUMENT NO. 200400043279 111 1 NDN- ACCESS EASEMENT {PLAT) r-- Q' 1 - 0 `. , .'�' 'a Z 1 �.� L =124.97' �� 0 W +111 1 PART OF NON- EXCLUSIVE NON - EXCLUSIVE CONSTRUCTION, R- 230.00' � � �\ I v O 111 1 CONSTRUCTION, ACCESS, ACCESS, STORM SEWER, ANO = ''� `� t,a 111 1 SEWER, AND UTILITY EASEMENTM IN UTILITY EASEMENT IN INSTRUMENT Delta �, 31'07'S8'�. �\ p tA �, 111 1 #200400043282 Chord= N87'40 31 W 123.44 N72'06'32 "W \ °� \ `� �. 111 + INSTRUMENT 200400043282 \ �°t � # � PART OF NON- EXCLUSNE � � p �+. G -,a 1,;1 11 L= 21.78 CONSTRUCTION, ACCESS, STORM 25' DRAINAGE & UTILITY 106.87 \ F \ �j 1 R= 185.00 EWER, AND UTILITY EASEMENT IN PLAT & M \ C.\ .0� 1+ 1 - EASEMENT (PLAT) ( ) (n ✓ 1+ 1 361.25 INSTRUMENT #20040004328 111 Delta „6'44 45 � �� 25 6.L. PILAT) F > °i +1 + Chord= S73'23 08 W 21.77 g•>r. tp�' tp1A�) 25' o. &.u.E (PIATj > roll r N q 11 1 SET REBAR _ 25 8� U.E• -- / Jo°i +1d=1 30' REGULATED DRAIN EASEMENT & CAP '` 25 & M ET REBA t J 1 1.AT . — � � ,� 25 B.L. {PLAT) `J 1 + +IZ1 PER PLAT OF TOWNES AT WESTON _ -.'� 1 1 P - $C CAP — ._ — — — — — — — — — — - +Iql 71 1 O�z1V�� , 3 '� T=-------------------------- POINT SECTION 1 „ � - WP -` - � `' 11`TI INSTRUMENT {{2004 -67374 l .4rj 30 Pp1N�E - RJ P�jl Q � � \ 20' D.0 & S.S.E. (PLAT) j - PE � 1 +��11 N64'59'15 "VY - 576 _- W�S�pN_ o _wA� ------------------------- 1 5g .05' 1111 ` 1+ 50.01; (PLAT c, M) - `. °���P el RIGN�" �y'_— =-''- `` may_ SET REB�',R &CAP — - — - - — - — - — - . j r 1+1 1 57.89 (PLAT) f � _ �_ � -�.- E� �� � -` •`, `�, � j SET REBA �� \� 1 +1 <Q�Zi �I `�P\'�` �_ S EiFAfE,,�P� �� \��` ��- ' -- _._-- PLAT I & CAP �\� 25. 0� ,�� / / iSRpR 1-25, g,1� `= 20_OU. & -_— (_ ), z, �_ _ = 1 0 �5�1 `�� , Rp1c1PGE, �- ice' 1 30 R.D.E. & U.E. (PLAN /�• ` I I I ` i 2 �P�/ ` / uZ1� -� --` 25' B.L. (PLAT) -I I I (- 0 2�, 20' °,� % L- VARIABLE DEDICATED DRAINAGE EASEMENT �,• /N I oI i 1 0 0 1 gv / ` �� PER PLAT OF TOWNES AT WESTON POINT SECTION 1 � I i I- `o I I j �►' �' o +/ o v1 - �� INSTRUMENT #200400067374 0 I I p 1” I i I t w w �i 30' R.D.E. & v! NON- EXCLUSIVE CONSTRUCTION, ACCESS, I �, I j w �,rn 11 nj����' U.E. {PLAT) STORM SEWER, AND UTILITY EASEMENT IN r- — _ _ _ �I I �1 ��' �� ����� —, 819.55' (M) INSTRUMENT #2004000432821 30' LANDSCAPE i i 1 1-- �,�'% Sri � N8 '49'00" 881.57' (R & M) F�AI�tr_4_Q'N ._._._.— ._._._. —._. _ _ _ _ _ _ _ BUFFER PLAT I I n 466.83 R --- -+ - - -- - -- - - - - -- -------------- - - - - -- `I 25' L.D. &S.E. — — 20' L.D S_E.— — — — I i e -1 j SE CORNER SW 1/4 15' AMERITECH EASEMENT 11 ���`' h% 25 R.B.L. I NCE SECTION 6 -T17N -R3E 1 �,? �` (DEPICTED ON INSTRUMENT # 200400069568) I�P�� �5j � p,.�1�, (FIAT) ; 9�N ; ; i RAILROAD SPIKE FOUND PER MAG NAIL FOUN N �' \ O/ v 57 I THE HAMILTON COUNTY o �, v, 1 �, �P Q ' 56 I 55 54 53 I I 52 SURVEYOR'S TIES 2 INCHES 0.21' N & 078' W , -��'--� REBAR �W/ YELLOW CAP FOUND 0.29 S o_ /�Q� L \N ; I I ; I ; I BELOW THE SURFACE �\ & 0.78 W STAMPED S &A FIRM #0008 �`+ g\' 58 \ ' I f C �-�''~ CONSTITUTION DRIVE ��� CHRISTEL DEHAAN INVESTMENT LIMITED PARTNERSHIP � \,1�`•`• ____ - -_ —_ 12 REFERENCES 13 The plat of THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY PLAT recorded in Instrument No. 20040006374, P.C. 3, Slide 489 The plat of THE VILLAGE ® WESTON PLACE, SECTION TWO, SECONDARY PLAT recorded in Instrument No. 9609626949, P.C. 1, Slide 686 Record survey recorded in Instrument No. 200500002114 Record survey recorded in Instrument No. 200300094228 Record survey recorded in Instrument No. 200100060790 Section corner record ties Hamilton County Surveyor's Office I.N.D.O.T. R/W PLANS PROJECT NO. STP- 135 - (008), 11 -13 -98 Instrument No. 200400043278 Instrument No. 200400043279 Instrument No. 200400077508 Perpetual Highway Easement Instrument No. 199909945727 Instrument No. 200400082377 Perpetual Highway Easement Instrument No. 200400043282 Non- exclusive construction,access, storm sewer and easement Instrument No. 200300068035 Instrument No. 200400077513 Perpetual Highway Easement t �, INSTRUMENT # 200300068035 0 11 0� •�••�•�./' .� ��� DESCRIPTION' REMAINDER INSTRUMENT NO 200400043279 THAT IS WITHIN THE PLAT OF THE �n y 1 0 ! ,�� --- - -- --- -- - --- - -- TOWNES AT WESTON POINTE SECTION 1 SECONDARY PLAT ` 11�y� X59 ; �/ ��' THE VILLIAGE AT WESTON PLACE 1� ` G 1.� r ,� , SECTION 2 Situated in the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay �n 1 ,.-�; , ,/ SECONDARY PLAT Hamilton County, Indiana and being that part of Instrument No. 200400043279 i -'� INSTRUMENT 96 -26949 Township, . # that is within the plat of THE TOWNES AT WESTON POINTE SECTION 1 SECONDARY PLAT • i� % / recorded in Instrument No. 200400067374, P.C. 3, Slide 489 in the Office of the Recorder SURVEYOR'S REPORT SURVEYOR'S REPORT (CONTINUED) DESCRIPTION' BLOCK "A ". PLAT OF THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY PLAT of Hamilton County, Indiana more particularly described as follows: Commencing of the northeast corner of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; i ns 1 throu h 29 of the B. Occu ation and ossession lines: Situated in the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay thence South 89 degrees 56 minutes 26 seconds West 1,377.69 feet along the north line In accordance with Title 865, Article 1, Chapter 12, Sect o g p P Alon the north line of the subject tract a wire fence lies 1.0 foot to Township, Hamilton County, Indiana and being that part of Instrument No. 200400043279 of said Southwest Quarter to the northeast corner of Block "A ", said plat of THE TOWNES Indiana Administrative Code, the following observations and opinions are submitted g J SECONDARY PLAT; thence South 15 degrees 04 minutes 16 regarding the uncertainties in the locations of the lines and corners established by this 6.6 feet south. depicted as Block "A ", plat of THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY PLAT AT WESTON POINTE, SECTION 1, survey as a result of: Along the east line of the subject tract a landscape area extends 13.7 recorded in Instrument No. 200400067374, P.C. 3, Slide 489 in the Office of the Recorder of seconds East 544.31 feet along the eastern boundary of Block "A" to the southeast corner feet onto the subject tract. Hamilton County, Indiana more particularly described as follows: Commencing at the northeast of said Block "A" on the northern right -of -way line of Weston Pointe Drive (variable v it bilit and condition of reference monuments. Along the south line of the subject tract a fence lies 3.9 feet to 4.0 corner of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; thence South right -of -way width) and the point of beginning of this description; thence continuing South A. A a a y B. Occupation or possession lines. feet north. 89 degrees 56 minutes 26 seconds West 1,377, 69 feet along the north line of said Southwest 15 degrees 04 minutes 16 seconds East 216.95 feet to the south boundary of said plat of r mbi uit of the record descri tion used and or adjoiner's description. Along the south line of Block "A" a concrete sidewalk varies from 1.5 Quarter to the northeast corner of said Block A and the point of beginning of this THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY PLAT; thence North 89 degrees 49 C. Clarity o a g y p / 1 D. The Theoretical Uncertainty of the measurements. feet to 2.6 feet south. description; thence South 15 degrees 04 minutes 16 seconds East 544•.31 feet. along the minutes 00 seconds West 819.55 feet along said boundary to the eastern right -of -way line eastern boundary of Block "A" to the northern right -of -way line of Weston Pointe Drive of Michigan Road (U.S. 421); thence North 18 degrees 27 minutes 34 seconds West 13.20 This is a retracement surve of Instrument No. 200400043279 and a retracemnet C. Clarity or ambiguity of the record descriptions used and /or adjoiner's (variable right -of -way width); thence along said right -of -way line the following six courses; feet along said right -of -way line; thence North 15 degrees 04 minutes 16 seconds West Y Pointe survey of a part of the plat of THE TOWNES AT WESTON POINTE, SECTION 1, description: 1. thence North 72 degrees 06 minutes 32 seconds West 106.87 feet to the point 103.83 feet along said right -af -way line to the north right -of -way line of Weston SECONDARY PLAT recorded in Instrument No. 200400067374, P.C. 3, Slide 489 all in The plat of THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY of curvature of a curve concaved to the left having a radius of 230.00 feet; Drive (variable right -of -way width); thence along said right -of -way line the following six the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay Township, PLAT recorded in Instrument No. 200400067374, sheet 4 of 6 depicts 2. thence northwesterly and southwesterly 124.97 feet along the arc of said curve courses; Hamiliton County, Indiana. distances contrary to the distances in the plat record description on with a chord bearing of North 87 degrees 40 minutes 31 seconds West and a 1. thence South 64 degrees 59 minutes 15 seconds East 50.01 feet; Bearings are referenced to the north line of the Southwest Quarter of Section 6 sheet 6 of 6 as follows: chord length of 123.44 feet; 2. thence North 70 degrees 00 minutes 45 seconds East 235.91 feet to the point of depicted on said plat of THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY PLAT Along the south line of Block "A" the description calls for 235.91 feet, 3. thence South 76 degrees 45 minutes 30 seconds West 289.07 feet to the point curvature concaved to the right having a radius of 185.00 feet; being North 89 degrees 56 minutes 26 seconds East. the plat depicts 231.51 feet. of curvature of a curve concaved to the left having a radius of 185.00 feet; 3. thence northeasterly 21.78 feet along the arc of said curve with a chord bearing of Along the southwest line of Block "A" the description calls for 50.01 feet, 4. thence southwesterly 21.78 feet along the arc of said curve with a chord bearing North 73 degrees 23 minutes O8 seconds East and a chord length of 21.77 feet; A. Availability and condition of reference monuments: the plat depicts 57.89 feet. of South 73 degrees 23 minutes 08 seconds West and a chord length of 21.77 feet; 4. thence North 76 degrees 45 minutes 30 seconds East 289.07 feet to the point of Along the western line of Block "A" the plat depicts 630.35 feet, the 5. thence South 70 degrees 00 minutes 45 seconds West 235.91 feet; curvature of a curve concaved to the right having a radius of 230.00 feet; 1 . Northwest corner of the Northwest Quarter of Section 6: A Harrison Monument calculated distance b this survey is 640.87 feet. 6. thence North 64 degrees 59 minutes 15 seconds West 50.01 feet to the eastern 5. thence northeasterly and southeasterly 124.97 feet along the arc of said curve with () was found in accordance with the ties furnished by the Hamilton This survey was prepared with the benefit of Chicago Title Commitment right -of -way line of Michigan Road (U.S. 421); a chord bearing of South 87 degrees 40 minutes 31 seconds East and a chord Count Surve or's Office. There is no known uncertainty associated with this 000366887, dated March 3, 2005. Ownership indicated herein is from thence North 15 degrees 04 minutes 1�6�� seconds West 640.87 feet along said right -of -way length of 123.44 feet; Y Y # reference monument. Hamilton County Recorder's Office as of the date of the field survey line to the northwest corner of Block A on the north line of the Southwest Quarter of 6. thence South 72 degrees 06 minutes 32 seconds East 106.87 feet to the point of (2). Northwest corner of the Southwest Quarter of Section 6: No corner was and the herein referenced title commitment. The southerly portion of the Section 6, Township 17 North, Range 3 East; thence North 89 degrees 56 minutes 26 seconds beginning and containing 155,430 square feet, more or less. found. The Hamilton County Surveyor has no reference record ties for this subject property described in the title commitment that is south of and East 819.42 feet along said north line to the point of beginning and containing 445,646 Subject to all legal highways, easements and restrictions of record. 9 Y contiguous to the north boundary of Weston Pointe Drive is a art of square feet The bearin s used in this descri ±ion are referenced to the north line of said plat of corner. This corner was calculated utilizin data contained in record surve s p , more or less. g P recorded in Instrument No.'s 200100060790 and 200300094228. The said plat of THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY Subject to all legal highways, easements and restrictions of record. THE TOWNES AT WESTON POINTE, SECTION 1, SECONDARY PLAT bearing d th' d t' f rent- d to the north line of said plat of North 89 degrees 56 minutes 26 seconds East. The beann s use In Is escnp Ion are re e e 1 2 3 4 - I5 6 7 8 g V 10 14 15 r 421 E State Road 334 W 116th St a L�s PROJECT LOCATION VICINITY MAP NOT TO SCALE '; unertainty of this calculated corner by said record surveys 1s 0.50 foot {Class PLAT. THE TOWNES AT WESTON POII�TE, SECTION 1, SECONDARY PLAT bearing MAG NAIL FOUND :I: C) and positional uncertainity of 0.30 foot due to variances in reference D. The Theoretical Uncertainty of the measurements: North 89 degrees 56 minutes 26 seconds East. ELECTRICL PEDESTAL (3). monuments. Northeast corner of the Southwest Quarter of Section 6: A 5/8" rebar with a The Theoretical Uncertainty in the position of lines and corners established GAS VALVE SQ yellow cap HAHN & ASSOC. was found and accepted at this corner. There by this survey is within the requirements for a Class C survey (plus minus 0.50 feet) as defined in IAC 865. SIGN L is no known uncertainty associated with this reference monument. or INLET (4.) Southeast corner of the Southwest Quarter of Section 6: A railroad spike was (D TELEPHONE MANHOLE i -� found in accordance with the ties furnished by the Hamilton County FLOOD HAZARD DATA AND ZONING STATE OF INDIANA ) I i' d Surveyor's Office. There is no known uncertainty associated with this reference The accuracy of any flood hazard data is subject to map scale uncertainty and to any )SS. COUNTY OF MARION (5.) monument. Northwest corner record survey Instrument No. 200100060790: A mag nail other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. lies Flood Hazard Zone X as said tract by scale FIRE HYDRANT MEASURED BEARING /DISTANCE called for in said record survey was found 0.07 foot west by this survey. is 0.50 foot (Class C) The within described tract within plots on Flood Insurance Rate Map (FIRM) Panel Number 180081 0205 F, City of Carmel, Subscribed and sworn before me this The uncertainty of this corner by said record survey in Hamilton County, Indiana, with an effective date of February 19, 2003. and positional uncertainty of 0.30 foot due to variances reference (6.) monuments. Southwest corner record survey Instrument No. 200100050790: A mag nail The subject tract is zoned B -2, Business District, per the Zoning Maps for The City of Carmel, Indiana. The minimum setback requirements for B -2 zoning, per the Zoning __w�_, ______�_�___ NOTARY PUBLIC called for in said record survey was found 0.21 foot north and 0.78 foot Ordinance update for the City of Carmel and Clay Township, Hamilton County, Indiana, west of said southwest corner by this survey. The uncertainty of this corner dated Fall of 2001, are as follows: by said record survey is 0.50 foot (Class C) and positional uncertainty of Printed Name _ _- -_�_w- 0.30 foot due to variances in reference monuments. Front Yard 15 Feet (Residential) (7.) Northwest corner plat of THE VILLAGE @ WESTON PLACE, SECTION TWO, 0 Feet (Other) My Commission Expires _ -w_�__ SECONDARY PLAT recorded in Instrument No. 9609626949, P.C. 1, Slide 686: Rear Yard Feet (Residential) A 5/8" rebar with yellow cap "S & A FIRM #0008" was found 0.29 foot 15 Feet (other) 15 County of Residence _ __y_�___ south and 0.78 foot west of said northwest corner by this survey. There is Side Yard 5 Feet no known uncertainty associated with this reference corner. 1 2 3 4 - I5 6 7 8 g V 10 14 15 r 421 E State Road 334 W 116th St a L�s PROJECT LOCATION VICINITY MAP NOT TO SCALE '; PK NAIL FOUND CHKD. BY: MAG NAIL FOUND :I: IRON PIPE FOUND --a ELECTRICL PEDESTAL 9f POWER POLE 6a GAS VALVE SQ SANITARY MANHOLE �° SIGN L CURB INLET I± IIIIIIII{ INLET CORRUGATED PLASTIC PIPE TELEPHONE CROSS -BOX (D TELEPHONE MANHOLE i -� TELEPHONE PEDESTAL -p- TELEVISION PEDESTAL I i' d DECIDUOUS TREE '��`� CONIFEROUS TREE SQUARE FEET WATER VALVE ��� FIRE HYDRANT BENCH MARKS: wtr WATER LINE CHKD. BY: GAS LINE gas INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRET E SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE U.S.G.S BM (NGVD 1929) BRONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE; APPROXIMATELY 0.24 MILES NORTHWEST OF THE INTERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421, SET IN THE TOP OF A CONCRETE POST 0.5' ABOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED "S 78 1946 ". ELEV = 901.375 CIVIL DESIGNS TBM# 1 CUT X IN GUTTER OF CURB 317.47 ± EAST OF CENTERLINE OF „" MICHIGAN ROAD (U.S. 421) ELEV = 905.02 CIVIL DESIGNS TBM#2 CUT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 904.62 UTILITY STATEM ENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Certificate of Survey- ALTA /ACSM Land Title Survey 12 13 Registered Land Surveyor No. 29700011 July 20, 2005 14 15 16 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. (ASSUMED NORTH) To: Fifth Third Bank (Central Indiana), its Successor and /or Assigns, Locke Reynolds CHKD. BY: LLP, F.C. Realty ThirtyThree LLC, Chicago Title Insurance Company. REVISION RECORD This is to certify that this map or plat and the survey on which it is based were made DATE: in accordance with Minimum Standard Detail Requirements for ALTA /ACSM Land Title 11111111111,' Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999, and ` �1. VqR �ie� includes Items 1 -4, 5, 6, 7(a), 8 -10, 11(a), 13 and 14 of Table A thereof. Pursuant ,��� .�• -•••.• ti i to the Accuracy Standards as adopted by ALTA, NSPS and ACSM in effect on the date ,.. �•� O: ����$T�RFa.•����,, of this certification, undersigned further certifies that the Positional Uncertainties day of ____�__, 2005 :. resulting from the survey measurements made on the survey do not exceed the o • N- - allowable Positional Tolerance. To the best of my knowledge and belief the within plat LS- 29700011 = represents a survey made under my supervision in accordance with Title 865, Article 1, _w_ STATE OF Cha ter 12 of the Indiana Administrative Code. The field work for this survey was r'•• /NOI ANp.•.' �- �� completed on June 29, 2005. ����nb SUR AO,,�. i 12 13 Registered Land Surveyor No. 29700011 July 20, 2005 14 15 16 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. (ASSUMED NORTH) KRC CHKD. BY: HV REVISION RECORD 0 DATE: 08 -10 -2005 O O 0 Civil Designs 241 5 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX -244 -1969 DWN BY: KRC CHKD. BY: HV SCALE: 1 " = 100' DATE: 08 -10 -2005 i WILLIAMS REALTY GROUP 9830 BAUER DRIVE INDIANAPOLIS, INDIANA 46280 317- 574 -5480 PROJECT NUMBER 05 -123 DESIGN PHASE SURVEY SHEET NUMBER E1 OF r i WILLIAMS REALTY GROUP 9830 BAUER DRIVE INDIANAPOLIS, INDIANA 46280 317- 574 -5480 PROJECT NUMBER 05 -123 DESIGN PHASE SURVEY SHEET NUMBER E1 OF X ME K JI H G F LO ❑� C 8 A 1 - - -- -- 2 13 \ t 1 0 \0 24" ROLL \ o °� N _p O i� O`L CURB \ 4 UTILITIES - CARMEL 5 Q GAS KRC HOLEY MOLEY SAY'S VECTREN ELECTRIC WATER "DIG SAFELY" 1630 N. MERIDIAN STREET CINERGY /PSI INDIANAPOLIS WATER COMPANY INDIANAPOLIS, IN. 46202 100 S. MILL CREEK ROAD 1220 WATERWAY BOULEVARD 6 (317) 926 -3351 NOBLESVILLE, IN. 46060 (317) INDIANAPOLIS, IN. 46206 Y`'+ 776 -5316 (317) 639 -1501 _ � e TELEPHONE L/) U111 SBC SANITARY SEWER 5206 ROCKVILLE ROAD CARMEL UTILITIES DEPARTMENT 2 INDIANAPOLIS, IN. 46224 760 3RD. AVE. SUITE 110 0U (317) 265 -3460 CARMEL, IN 46032 (317) 571 -2443 STORM SEWER CITY ENGINEERS OFFICE STREETS "IT'S THE LAW" CARMEL CITY HALL, CARMEL STREET DEPARTMENT CALL 2 WORKING DAYS BEFORE YOU DIG FIRST FLOOR 3400 West 131st. Street 1- 800 -382 -5544 ONE CIVIC SQUARE Westfield, IN 46074 CALL TOLL FREE (317) 571 -2441 (317) 595 -3120 PER INDIANA STATE LAW IC8 -1 -26. CL IT IS AGAINST THE LAW TO EXCAVATE UTILITY HOTLINE: WITHOUT NOTIFYING THE UNDERGROUND LO SERVICE Two (2) WORKING WITHIN INDIANA 1- 800 - 382 -5544 OUTSIDE INDIANA 1- 800 - 428 -5200 BEFORE COMMENCING WORK. DAYS YS B NOTE: z The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. ALTUM'S REALTY LIMITED PARTNERSHIP INSTRUMENT #99 -45727 g g I 110 I11 I12 I13 114 I15 116 BENCHMARKS: U.S.G.S BM (NGVD 1929) BRONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE: APPROXIMATELY 0.24 MILES NORTHWEST OF THE INTERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421, SET IN THE TOP OF A CONCRETE POST 0.5' ABOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED "S 78 1946 ". ELEV = 901.375 CIVIL DESIGNS T6M #1 CUT "X" IN GUTTER OF CURB 317.47'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 905.02 CIVIL DESIGNS TBM #2 CUT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 904.62 COUNKNOWN `o UONKNOWNON 1 X00 �`� O °�� TOR = 901.83 _° O \X INV(SW) = 899.73 1 O 0 o9 O 11 I 0\ ^)\ bp Op, \� \ I 0� �� X0 A - \ ° o ll',li `� 1'\ ,\ \ \0 01 00 O 1\ 1\ � 0\ 0\ 00 01 - - \ _ " / 00 \ \ 4" ROLL' o ^�") B 0 co / o, °n� / / �,' /X 1 O 0 1 �' 0' � 0 O O X X _ w \ �,__- �1 \ o O o° o° °o X00 00 �x x > -4,I2- - /,POINT OF BEGINNIN - ° / ! , CURB o cr-- , r a 0�. - -- ° �, o O _ O X X h O o I - o rn a L. ' ILO 1 _l �' X \ �' \� X t, `90� ' °� -- -- 4'- - - s- °' ^� °� - -' 4, \ °,' ��� -_ . ' \ O /gyp \ _ �\ c�' * , oq ' -- 905-7•- �o o• o ` o _0,07 - ` \ p8- O o \ 1- _ _ _ h` _ _ _ _ _ _ _ _ _ o _ _ ° jCP' o .D \ t \ -.'; \ \ �`? �a0 I , �, -�� � v"`x�Co'� - - - -0_ X.' ` >{0 ---- - -__>� - -_ -909 X°' ,, L X -910- - - Xo - - _ X ---- -_ - -_- O -- ____ -� -'C�' _ _ - _ ____ - - -_ � -- -- - -- - \ \\ o _ \ - 'L - 1 °,° a ``� �' v °' - - -' - -_____ `a _' - -___- N89'S� 6 E- 880- 56-- (R &M) - - - -_ -- -- - - - - - - -x-- - -- _ - --- _ - - - - - -- - -\ \vS '56'26 "VG2, 1377.69' (R &M) 1 °1 J� O \ 4 _ - -- - -- _ \ _ ' _ �__ `- - - -- -- - -, - . -- ■ - - - -- _ - "- x �'_-.- �Qc - _ _' -------, . y1 \ L l. ► -O ° `' o \..\ o° I \ /°' - ��' ���. `�� �o' °- _ -ter- -. °o , --- r� 819.42% (M� c, -� -- °a- _ -• -• -. - - ° - _ _ -v o `\ / o ! 'TTVT M. t- 11 } , �,-a _ ---� i _ _-- f- • --. - �\ - ' � _ �� - 4. O.Ua� & \ .M.E. (PLAT) \� I 1 \ O \e ' t w I n �� O�. °;r,. a� '^ '°' \ ^ ^ ^ u�" �. u - >l� ,= --- x'�,�,,,� _" ,^��^^ � �. �° ° ,/` ,. o °° _ . - o° , - - 6 \ ° --,, x) j�:�.1` & S.E (PLAT I'll 0 i 1 \( t1 \ j 0 , - ?i ^^^ o . _ r� rQ.. m \ o - p 00 °1 0,0 J _ _ ' 9-1�:- �_ + O X X -- 4' WIRE FENCE- ._ - - -- ? { V\ , x X r O° v \ O �_0 O - - -___ X so._ o `°' 9 05 \w°� � `\ \ I> yo ' X \\ x x x a o °� 0 9o8X- _ '"- I'll ° oo r -_ o °O GP B.L\ ( T) o, 59 \ \\ \ .. z \ \ RI ox- -90 6 - - a x w -?- ice 1 \ 1 \ \C• \ `1 n 1 \ O \h c`� O "� rn �0) a °` i 2� - _ 10- �-- -�`� -0- ' \ \c�1 c J '� 1 \ \ \ y . rrt p 1 \ \ O . 0 O 0 i so qq�_ _ \ of l O � \\ 1 a \ O O O o0' o, o• � � � 0 O 0) 0 0 01 - - - - - -'X // / � -c � Z j'rf� \ _ _X� 'X00 ' ' ' \ \ \ X / \ „ .. / 1 \ \ r ')' � ^�' \ � h o'' o`' `� ° o - o I \ BLOCK C �O // 1 \ �9 d 1� Xoi 0 vc) \I X° \y' - -' x X' X _ \\ X°' X \X "- III /J �9 �l � 0 1 1\ a° // \ \ ?�� , n, L - nrb� `r, \ _ - i 1 1 I I J ^_ . D, t rio-; r, I , \ n� , <1P \ SANITARY MANHOLE I - . ,t$�` of \ �y.' O'�• 1/k'w \`/ \'may ' � "\ Il y D a �/ max` \ 5% �' JHIVIIHKT MHINNULt -qo-2> ,• �0 1 O o, , v \ I \ \ ! 1 1 �g�i`� - �? ° _ �'X / ono \\ TOR = 904.9 TOR = 902.42 \ \ < 1 - � \ _ - I X \�O 1 00 \ , ' \ I \ \ {WEEDS) 06 �° 1 �� Imo` ,°T ` - - - _ ` \ \ INV = 893.71 t 11 71 <A J 0 � �/ = - - �C _ INV ° \ �` i \\ S �\ I - ,, o. O o. \ - r ; _ , \ \ ! O .\ �) (E) = 897.81 BOTTOM = 893.62 1 t � \ O >�'o X' o,`L911- - l ' \ a \ ° \ \ O O \I \ A' - \ tia r \ \ O 0 �;. ,) \, \�, \ I , 1 \\, \\ \ j\ °� _\ h� ° �� X X ;; IX-r /��j "I 12- -__` -- - - __`-e'�\`\ I o� 00. \\ 000 /IXOO 01? o \ \ I `i9P► o \ \ o 0 9 -9 \ \\ \ ! ,0 1 x- t - - - -- o\ o J\ \ t \ X c\ 'L ° `L 1 CO c° , \` r \, -_Y _ _ /�` ` (�) - y ~o g ti o(b - b \ \ ° 90� 0 0 n q \ \ 0� �� \ "�. Oh o c 0° 00 ��\ \\ - /' `O \` \\ \ ! �OOtk. Oa b O S., PVC 11 I , \ t \ +" 1 q \ ob. � �. C c�° _ °' x' � Y0 X� X X / \\v- \ 913- -" - _ _ 1 -` \\\ \y �- - -- 004 -°-�- - -905- -g S ,1j � Vv o �1 x �_-, I/ J \\\\1Ob) , -� r - 914__ - -- _ X \ \ \�` -� O� \\ i \ ` '� �q� ' \+ \ \ 1\ J \\\ \ _- _ c X915 -- -- - r- - �� \\\ \°� X M1\CH MARCLE��RIVE PLAT)° „ „ \ / �,') X \, \ ,� \ -cam \ \\ \ e \� X ^� � a BLOCK Z a \\ \ J! O� \ ry <0 \\ CZ `\ \\ r` \\ / / /' �J Oc,• \ \\ \\ \\` �' ,\�1h �� - �\ \\� \\\ `�a g o ? , \ l \ \ \ \ o, \ \\ \\ �X - - \ � O 1J O SS /EGRET a- 11 o oa`� - =� \, o0 1X \ t \ \ `\ s \may\ o^). \\ _ - >` '`\ \�`\ ` �� / o \ X \t. �,�`� \\ .9 0 0 ! �L \ \ -i �- \ �� _ -- 916-- - - - \i0 \\\! \\ 0 000'10, y a /'' a �,, �p� 1� Y. \ l I .9`. \ I- _q.. \ `'I \ 1 A 1 \i I`L \ I I' _ \ \� \\\ a� � i X \ \ _ 1 r - `'\ `� \ \\ _� \\-­`.\ \ C\ °i `L �°' _ <l . L i^T,/� 1 \' X \ \ \ \\ b o o 24" OLL a. 1 \ q ' . x ° - �� ° h \\ ° .ti I o ^� / X o o \\\ \ - 'o�' \\ 1 `h ° \\ � \ \\ \\ p-°- .° CURB 1 k- -\ O' 0 \ �. `,�. �. a 0. / O °• Oo o, X �/ X \ \ \ \ \ \ \1 /' _j 0? `L 1\ �• f \\ \ \ \\ . 0, R \ 0 �, �. \ o \ o J o X°� i \\ \ \ \ ' PbANT : q'� o \\ O .°i ° \X Y1 \'\ \o' "I \ \ \�- _.--- .__ -._ -__ X0 /� ' /, I /. ` X ' X / x tl t, �� \ \ \ \ \ \ \\ 0 ,�i C) \ \ \\ \ r_ \ ��� \1 \ \ C'• r0 o \ O °� 0 \ \ \ ;L °I °j ,� \ \0 'L \ \\ \ \ ti 0l o \ / ! 1 ,' BLOCK A / 1"' \\ \\\\\ \a. / \ \\�{A' r S{\9 \ \ ` \,0 \ \ \ \ \��� \� \\\ 0 \N \�\ o °a / 4 - h* .. 11 b \\ \\\ , 0\ \ \ \ 1g \\ , 11 t \ \ \\ (O \ `t \\ '` \ \N \ 1 r 443, \ . `'\ \ I 461 S0. FT. (PLAT) (445 646_SQ. FT. CALC.) �/ X \\ \ \ \\\\\ o. \ \\ \ \\ \\ 0) ` `�' \ \\\ \ \� a 4; !� - \ 1 - c\ ` \ gtl.�, o� \ I PLAT /bF THE TOWNES AT WESTON` (POINT SECTION_ 1 / �, \\ \\\\\ > \,\ ` \ \4, >� � \\\ \\\ \\ \\ \ O�,�X %il\` . PORARY h' ` JOB TRAILER \ 1 `� ; o° ' -�` 1 S o° ` I INSTRUMENT #2004 -67374 i O \ � \\ a \ \ \\ �\ \Q\\ \ \ , \�I,� o \ � 'a \ • X \ ' i °� \ \ \ \ \\ \ ` \ O X� \ , \ \\ \� \� \ . " a \ 1 ti x o \ \\ "o \ \ \- o SANITARY MANHOLE t qj c� \ -o Z \ •1 0 \ ' ' ! X x \ \\ \ \\ h' \ , �) \ . \ � \ \\ \ \ \ Jh 0 TOR = 902.54 ` 1 S �{ -' \ 0 \\ \I I \ \\\ \\\` O\ \� \ \O 0 \ h0 \\ \ N _\\Ire I,. \ \ �o v'1 0o 10 Q I / \\ \ / ' P.L. PROPERTIES LLC i \ \\ \ \ \ ��' \°' �. \ \ v \ 1 \\\\ \ \; INV(N) = 897.53 , O \ /0, \, \' cA / \ \ I % , /\ \\ \\ \\\\ \\ \X� \ \0•�0 0; 1 1 1 \ \ 1 \\ \ \ \� '� \ INV(S) = 897.46 x \ q�1`t \ ` °° \\ \ , �/ PART OF INSTRUMENT #200400043279 \o / �� Ado �,0�, \\\\ \ \ \ \\\ �\ \\x° c\ X t \\ \ \\`; \\� \ \I \`( -x�q . \ \ \ o� `�0\?J , \ ` / \1 / / ° ,' U)`L �.<0 / 00 00 �, O`)' \\ \\\ \\\� V'\ \ `` _ -) I I 1 \ \ \ \\`�\ , t �IR1 ; I, \. \\ �,L S `°,,' \ 1 O , \ EAST RIGHT OF WAY LINE PER , / � / a , O`er °' i X X - 0 \ \ \\ \ \ \\ \\ O \`� \ I t \ °b \ \ \ 1 �'�, LL ") - 18 .1 / / 0• o) X / -_- X \ \\ \\\ \ \ \ A \ > \ 111 t \Q1 . % /iN : I ` ° 1 1 \ \ \ \ INDIANA DEPARTMENT OF \ J of �° oo / X - \ \ \� \ \ \\ X0 \ \ \ \ \1 1 1 1 X \� 1 0 \\ \ ' \ \\ 0� TRANSPORTATION J n / O / i / - \ \ \ \ 9 1 8 . `\ \1 1\ 1111 1 1 \ d \ 0 \ TRAN5P0 TAT10N RIGHT OF WAY \ 0 `:' 0 { \ \ \\ . 0 \ \ "' \ 1 \ o 1 \ \ \ \ \ a°' \°, / X / / r. ro X \ \i 1\ \ 1 t j 1 0 ' 0� \ \ O PLANS FOR UPS. 421 PROJECT N0. �. oo J \ NO BUILDINGS ' \\�\ \\ - o \� , \' " \� 1 O• \ \• a \ o 1 \ \\\ \, 0 1 � o BLOCK 8 `' \ \ -t 0 \ \ X STP -135 -2 008 ANO THE TOWNESi I \ / / X\ \ \\ \F ,�� 1111\ \ %? 4; %G,I; I 0 11 V 0 1 \ \ ��\ o° �L`O �\\ OF WESTON R.�}INT�\ SECTION 1 \ \ - / �/ `, \\ \\ \�\�\ �:�\ O \%,, /' \\ 1 ` \ \\\ \ 0 I 1 1 X ! o �;> ° °, INSTRUMENT 2004- 00067374 1 \ \ / 1, \ \ \\ \ \ \`\ _ _ o \ \ \ 0 _ _ / 1 1 \ �'. ra ; \ ! , . o • t 1 0 - - 906-' " i b `\\ \ \\ >z _ _ - - - �X° � ' \ t' 11 1 • \ ` PLAT OF TOWNES AT WESTON POINT SECTION 1 11 \ \ \\ \ o ; \ 't .\ \ \ � � i o� \\ \\� KN� ° \ / IIJ) I)1► I \I \>� \ I 1 INSTRUMENT #200400067374 I'll 1 \ / \ \ . \ - \ � / / ,Z 1 \ -,\",I I I I I I I l > 1�, ., \ a`> 1, `\ 1 \ \ 0- \\i \ \ \ , } \ 1 I 1 \ � i IRI \ \ \\ ` _ _ _ ->Y \ a i °' °' ! 1 I I I I I I I i \ �' 1 \ \ \ 1 t 1 \ \`` " a� / bC�' `< _ 1 1 I III t \� ` ; 00 \ \ \ \ \ I I 1 \ \ ' \`\ \` � \- \h , 1 P\. k\ a Irr I ►11 . of x \ 11 \ 1a \ x o\ r r \ \ \ \\ \�\\ _ o - -- g 1\\ \0 -,l ! ! � +> ;.` .14 ,. 1 H \ ,r °) `L ! \ 1 _ / 0 "�S 4). \\ \ \ \ \\ \ ^ ,\ �Q� // / \ ` f 1 (J ! 1 1, . X111. 1 0° 0 1 \ 0 t h O i 0 ' )• O \h \ \ _ \ r� \ ! 1 ��, .•, 1 I O q a \ ti \\ X / L O ti O 0 \ \\ °� - \\ -C / ,q�\ \\ 1 1 1 r 0 1 N O O~ ,� O\ \ °�° 0 O \ \ 0 L 1\ b 0) ° \, ° 1 O L4 °`%' 0 \\ \ ' °� 0 ^ -r i i 0 � y . '\ �. oo' � \ ! \ I �o t,• tX • ° O o )�, x O \ \\ \V{ ,� o \� --141 r�± . .1 1 I x 00 o o \ I r• �_): ° o o ° X r > X \ \\ 1� \\/ � , ! �r . \ °, 1 I e \ ° \ cA 1 °' \>,/, `X � X 1 \ ��\ C) / , / �9 \\ J'1�cI,P'I I � \ 1b �\ \ _ 1 -\ o \ /// ��1 � III \ o 1 a� '\ \ v )' - l X 1. 1 \ 02'^ (I i\ /°) J J ! �\ ,JI\ Q 0' `�' a' �o \l \ \\ 1 \\ ° \ \ \ 4 • 'L \ \ \ \- 4> ?�_ �v \01I °�t t d I/ /X . \ \X c`L 0 \ \ \ ^ 1 i- t i O \ 0 9 \ 1 x O \ll� 0j 0 -- J a \I U, \\ O to 01� \ \0 \ \ \\ \\\ t\ 1\ x0 /� X0- - - - - -- \ ��TI�O�a ^o -� ! X� \y X g O t - 'o /0 °�r \\ I\ �_ \ CAi.05 0 OotP \ \ \ \ (WEEDS) - -__ 0 / �' // > " a - - - - �\ X0 >0- � `\ � OO`) '' \ \ / \ S 0 q I o� . c� o° \ \ \ \ ` \ 1 - - 11 \ l 1 \ \ O ' 'lJ, • O V, \ o, 'U\ \ \\ O 0 ,\)'S 1 0•. fro O, 'r�-� X°,O� / �� ' /,' JJ \\ \\ _1�\ ` � �907� ,� ��i X � � �� `\ \ - - J 0 \ 5 O �� K �o \ \ \ � 0 \ ^) t• a . \ O� �) • °, 00 \a / h6 / IR h _ _ ' X f? N \ \ a`O pp Uj 1 \ Xp' \ I , \ \� � \ \ 00\ ") \ 0 )? \ °tx `Q) 00 l0 0' X 1 X O / `L' I x \ \ 00 906- _' ( \\ JG �j \\ \ O >0 \ II \, 0 I ` I ., O � \ Z \a ✓ \ \ O\ \ 01 00, 00 \ 0 X� X >( >< I /� �9 00 // 00 ! \ >C _ a \ \\ \ Oa p \\X0 I \ ( \ 0 \ \ \ ,0 \ , X� X \ X \ , .'�/ X , >< ! 908` �a1- -) \. \ , \ \ 0 \, .-- I 11 I \ 1 �L O \ Vi 1 a \ \ \ 0 t \ \ \ \ , op , i' , / ,' J Sou ^) �,oj0 � \ \ � \ � fl p I \\ -1 7 \\ � t \ \� l \\ \\ \ �)� /� 00`l /�i / � ',i Zi I � -0")\° t0) ��1 �� \ \\ 0i° I \ \1 ^)1 \ \ \ \ 00 \ \ \ 0 / � o , /' ! \1 X0 \ °) O� \ fl \ Ul o 1 \ \ O X , �o \ b o 'r. I 0 t tP 01 O 0 \ \ \ \ ` , ,,0, °" 61.' / O)' \ -C X � fl / o, , o, \ \ 0 p I N LET CL \ I o 06 \ `L- � -� ° 1 \ PART OF ON -EX -EXCLUSIVE \ ix O ! 0 / � / % � O� ) � • X ° \ � �. \ \ a L �, II ! i ti �' \' Q I`- \ : °�° A c� �I • \ \ `\ O aQ o'° XO ! O o O O ' ro �} TOR = 902.88 \ _ba I \ 4 \ \ '� \ 2 \\ \ \ \ \ 01, ,C�' CONSTRU I ION ACCESS, STORM o \ �. O // ! o, °' 0,01 ,L 0 \ - . \ a fl I \ •�1 0 \► ° SEWER, AND UTILITY EASEMENT IN \ \�� \ o° O X ° X , , X � S o O �O X J t. 1 % 7 0 0- - - - I 0 \ \ \, \ . 4 \ . 1 �' \ C\ °' ) 011 h a� , / /OOXe ti ! ^�' a /INV(S 900.73 I \ \�w �° \ Q\ \ .\ l �. � \ x° X- 4h- -INSTRUMENT #20040004328? O`1 0 \ � � �- / � � x° ,' o� \ �,. o° /! 00 \� . � ` o l I �, \ fl 00 1 >{ \ \ O1 \ \ ° \ A � • OL' ti °� x \ \ \ \ - � 00 / / , iX \ 00 X Y, 00' `�. I X \ \ \ \ ° -, \ X L= 124.91 \c \ N 1 0`�' \ ' -, ° \ X° ? o - o �,' ! J ' / xo o .) \r. \��, 11 I \� .o 1 >10 1 ro Y. o Z.' ,{ % 1, ' ` \ _ -. _ _ _ - `L / , o , 0' II INLET \ �\ \1 1 O " --- - - - - -- -- \ r \ \ 1 J 1 \ O, � \ I \\ O�. X� °� 0, o. ,, o�'� /� \ /l x°� ! R= 230.00 / o • 4 \ \ 1 0 \ . I , h0o `o \ "40\ M,P.H.° �) ?)`-° ` X'\ >�' X I X°',' /oho i' `1\ 0 ' -a 1,07 58" / 24" ROLL CURB I...- , \ . oFt o� ! , / \ \ , o o, Off. EDGE OF SIDEWALK VARIES Delta, n \ oa fl TOR _) 902.86 1 \ SIGN \ Y. O^ . - o OrL \ `l, h d o \ X NON- EXCLUSIVE EASEMENT FOR °� o �, 01 FROM 1.5 T6 2.6' SOUTH o ) INV NW = 899. I ° \ \ \ \ \ \ r ° � -Q3'" , I ,x00 �{ o / \ Chc�•rd =N87 40 31 f'�123. ! \ ,\� ,� ^� 1 INV(S) = 899.56 \ I y, \ \ \ ! O INGRESS & EGP2ESS S i i ! X OF SURVEY LINE ' �," -+ 2 \ o o ")' . \ I 1 \•1 s \ `-\ O\ ��.`1'r <, C) �, o f 1STRUMENT #20 4328?°' i ! X00 ! °' - r 25 P.L. L%kT - ° ° a 5' \ , c X 1 \ ,,- X Oo �� 1. \ \ '\ '1, S i / NDSECTION \ ,Z 3 O~ �. t p qq !( II °' `1-=---- - - - - -- C / / / / ! - r X - c`j• 00 a• \•. 0 v \ \ \ -\. �, 11 gal 1 t �\ o o�x 0,\ - - c , X /, -�.� - 00`1. Xo� Xo - - _ `���- X - - oo�� /,� !, ! INV - X899.04 Xop , - -, �o° 25 .�:E: (PLAT) �a go o xo°� \ „ : " \ Q© a O \ 1 \ )b ` r .\ \ \ N. . x , , XO X Oo x , 1 / f , ,y `' I - c)' ' I, ` �jh o, ''` \ � ` y I 1 i fl \ !,,_ \ \ • r I \ \ �0 0° ' , t, / 0 - X INLET t`l ' / °l� o 'Z� _� -h- - -� = ° ° 0 ° 5 0 \\I/i� „ I ci) 00 / ' �, ' 1 I ` 0° 0 I `10 \ - _ C , \ / 0 � _ ` t,4) `ti • ,- O ! \1 I IMP,- _ OZI _ - h -, I �� o `l t. ��' CY 4 0,0 X • a % + _4 I ! V !' p 1 \ ° °' \ oL \ �° TOR - 90 1 �\ / 1 , d " Q. \ '� \ \ ` , - ° ���' = o o° °° \ 125 -� : . - 1 o N) �D, x �p t riL ! 0 , ! ,° ,, °' 0 INV S 899.11 X , N �, 'X,�' - o� " - 2.0�' '�E �t\ ! v,# CENTERLINE LINE "A PER INDIANA \ \ o`�•, °'\ I \ \ - -`- _ -X `� of C O o °o - < �)� 9- CIVIL DESIGNS b /� DEPARTMENT OF TRANSPORTATION I \ \�° \\ I �' 0 ,, \m\ -00`L" X �° `- �' ..45�3�ta o 0° pa -TflM #2 °' °' � �T) ! fl RIGHT OF WAY PLANS FOR U.S. 421 \ O C WEEDS t `� ` _ 1` ' - - - 6_ g _ cO \ \ r c X - c,� �' _�i 4" ROLL°'CURB p�' a `°O O0�93 =- �° < O INLET 25' B.S.L. PROJECT N0. STP- 135 -2008) \\ \ \ \ 11 ` TO o °� CO1 (WEEDS) O\ \b� X �_________- a X� ~a0- _ X _fi�- �� o - O �---__ OO �Oa' _ n'. a. I00 �q - 9�3. -- - - - - -- --------- - - - - -- J E5 ° 1 \ \ \ / oo - =\ --- _ e)= - - Li. - - -- ° _ vV- -- '7 - 2 ROLL 1 R, O INV(N) = 899.26 % \ \ �. ! v \ sc X / >, >{ /p`' - - ' , 0), � i a: -. `'�_ , °� `' '~ O) 0� '`� HAIRBACK • \ URB p4' �' �,•' fl _ 20 DRAINAGE. tiT11TY &SANITARY SEWER EASEMENT °' \ \ \ o - _ - - { �_ - - Y - a�' a o °, a o ° 0 _ INV S - 899.26 o Y ° a � PIAj� a°- o o \CURES ° �' o ° o^, "'c a \ O PER PLAT OF TOWNES AT WESTON POINT SECTION 1 0 ., 1 \ �°, , \ `L ENDSECTION AND �� \ _ r / r1 I"- R o °� ° a b 0� o o O `� �, $ \ 1 \moo. 00 \ \ Or1 �\ �'�,�cc,,EM Pp \C -' u����,,\ �--� o `n' CJ�v<�' ,OF_WA� PE �'L a� o o �. °�oa�� �F4Jr� `` 000b o o° \ '� tU176""' - - INSTRU�AENT 2004 -67374 - \ \\ - ) 1 . V OI• 0 O \. \ \ \ 0 / / `� TRASH RACK /N tJ^'•_ , �j'lA s� � i , CURB INLET V,/ R \GH pa' O o, ` _ °oa _ q o, O a 0, a0 \ 00 \ O 1 OL \' °' \ \ \ (STONE) 1 O' X INV = 899.69 / �-w_- `4T _ 1 -i_ i i W TOR 903�� 0U�1C o, �. ova 1D b p`0 0 °, 0 11 % OCR- \X� �:: °' \\ `1 \ \ \ t\ O \� o ` `O �EGV��O N�St 2�4 &i = t °� - \ \o�\ 'gtD�/(S)_ 598.94- (P 24" RO�,L� °4tJRB /�EMr 1� \ o� °oafOpa10°' 0, a, °'o,` j�� 00 0 V I 1 _ o a tc off• CURES INLET \ I \0 1 1 �. \ 0 a L t?, / CURB INLET - - -- r R N a• \ , _ o, \\ \ I \ Q� l \ X I \9 °\ 0� �Q �'( Q � - _-3 ° TOR 3.5 ' \ \� 0 \- - - \\ 00 Y S E SECA h`O O . O Ob' a'l a 4" < IOR_. -__ 903.53 _ \ I \ < 1 \ \ \ \ \ 01 ! o °� X EK P t�, "C� �r 8 �2 moo- oa _ SPN1Ta p01NS ` - - o� o \\ °oek c1 _T \ \ \ \ , >�0 1 ` c1' 00 �� �L0 r c;+_Q �\Oi INV C �9 � °� ' 11 E 4 O' . h` / �- , -- �,�,'� ��)' a ' \ \ O � & ON 0 �- _ `LVU tx Oa' 1°� INV(NE) = 899.18 \\ t 1 \ I ti \ \ o} o\ J °`� o° -o o: �,� 00'' o g° o° \ \ o °11y GE, Za N S AT 2 6 ��� 05 =` °=`_ C� ° ° ' O, 1 \ \ `� \ . 1 ;: :• _ E `rid 4- 7 "1 ao \ �� ° o i1 O")�\ INV(SW) - 899.18 I .°% n +\ I a \ Y \ \ \ \ �'\ JJ 0°° o �) �,.V s °�, 0Oe )�c) �, ObOyO ° 20 PLNS of C�(RUMw) �� r•-90 _ - - - `- f > a. 0 O �• L 00 0 `1 i `� 05 \ c �i 1i \ \ N64 \59'1 5 0� . ` x O \o e I !° �5 - I .�j oo1,.aq 0 00 /� o o URB I ET °- CR __ -_ _ - 02- - ~ -��'- _ - - - -_��•: �� � o °oa• w Q 8 PVVC I /.-_ ��\ o�'•,o °I . \ \ d�o ��{` L,� L -21.78 O`'a' DIRT 9 - -`�,. -- 1-9 o e S = �_______� -_� _ -__= S \ 1 0 `� ` \ 50.68 1p` \ 1 0 O ) - TOR = 903.54 -�-! : _ _ _ _ - - -�' .�Y �. f`s'�- �� - `` 0 S I •.. \ ., 1 h`f \ P X +rj: , b a1 h I,, - -_.,• _ ' _" - I ` �'" "' - -...X' ` �- - 9'`�; �� O � •1 ( o�° L \ \ �,. _ P`I� �O� \X�O \\ \ 0° I \\ \ 57.89r (PLAT) / e , ` �, _ R =185 00 oh T o0 6.. CHAIRBACK Oa X o,\ tff' INV(S)_v - . _ - - �°' 90�i'' ` ~� �� \` °� °b� `l'� \6 °� - - 8,i 1 \ I ` \ URB IN �T , +' " - 4g45" > �° �., CURB 0 ° RB INLET 11 i -- - -- f 0:- g?� , !9 - - �'X-- - - - - - - - -- - - - o \ \ \ _ L •p0- y �; a - � Delta =6 �1. ,90 _ �, \ �.�. -I _ - - -,; ,_ �^ •�a �� \ _ `_ - - ,_ �7j7 -�o, ArtrTA Y M \N+toLf- I r RI HaLE- 1 \ C' I 1_. \ hdrd -S '08 "W� 1.77' CIVIL Q _ IGNS TOR 903.56 -� v Tor-- 96 X [}r d \ \ \ °� 6'; WOOD- ! ` -9 z _ \ rTOR - 900.56 - fl \\ '°,,' \ \ 1 0° \ SIGN ,1 .INV(SE) = 898.1 � fi , 07�.�,�`�, L t �� \- INV S = 89 l-- �� - ' - I .- ��f• .. \ � �- I \ 1 >< \ I \ . I J y ° � tT = i O ` ' - _ -� _ - ' �` I DEDICATED DRAINAGE EASEMENT \\ oho I s' SIGN INV(E) = 896.79 I 11 R = 905.32 �I d a c-j -, ) iL, /-t+ o,- ,,, VARIABLE DED C I ` o, INV(N) = 896.79 I INV(W) 895.72 SANITARY MANHOLE \ \ a _ TO = 00.63 \ \2 ' 6" CH IPBAC � `� / `� 5 �'-�' �.-� PER PLAT OF TOWNES AT WESTON POINT SECTION 1 4. ,Zo ���k \\ I 1 41 I I I I I�V(E) = 891.32 INV = 895.66 \, \ w \ I ,o \ I .• . I (-,- _ •' oh• 01 ANON- EXCLUSIVE EftT =F01� o, \ o• I� _ ` _ - . _ J �; �,.' ��Q_�, �L 0 a \ I I I V(S) = 891.32 C RR INGRESS & .E� I \ J a 1. Tf2U1aENT= \ �°' t \` o\ o� o NDSECTION INSTRUMENT #2004 -67374 1 \ ` ` I 1 \ \ \ O \; . 1 .. 24' ROW ! ° o� n_ 0' 9 - - ! ! r \ o \ \\ \ \ \o I \ O\ - -902 - p` 1t��(EURB ^) c� �i o °� . OS` �\�Q4 --a82� % �, �1- / r o0� \\\NV = 898.62 POND I �� �' `\ \ \ \ \ \ o I I \ \ t�1e '� F \ PLANTER 1 ' b O OS' c7 \ O Oa 0 � �- - - - b - -•+ \ ( ) ! \ \ ` 0 \ �1;-, 1 \ ti� f� 0,- °� LA / oo� °`> \ o O °�' , o b - - i . \ �� �` \ 1\ \1 b� I I I °Pfl ; O' \ \ 0`1' °' ` °' °`� \ �?' ^) ) \ / -904 \ °' i X -,\ i . ENDSECTION , \ t t l �y o 0 \ °, \ \ \o \ • a ` - - - / 0 f , tete I---- �� - - \ _ ` I C °� t 1 1 1 I l l l \\ a`L C• J \ 1 �,° \. ,. �o� \. ��1_11. ,• -- - \ X11 ,- ��� INV = 898.61 i - - -- 899 -'- _ -` I \ \ ., a\� °�° O\ 4 ' , L o�° \\ ' ' i' � _ / i/\ I I I J ..l o ao' y ° �\ \ �� a \\ ,• - " ° �� O CU -\ . - \ obit',- �° e ENpS�CTION ___,' h o o - - -/ o`� �1, Tyj r t �` 0`v I 1 \ 1 it `' \e � \ 6' ! ! `) �- AND T SH RACK O O O o� o� A °)/ / J �^) :1w r °' \\ o \I \�° 1 `_ ' I ?\ \ '\.° i _� i �0�_ _ _ _ - � - 1 1 ,,� I` 00 INV X0898.59 ...�r 00 ... _ . _. 0 ... _...... .. -.... 00 ... ... 0 0 1 - .. .. \ _ \ \ - O I v Q' C, \ . _ _= - >=- - i )Q � \ \ t\�? yon \ K\ • • • �,y(� .............._ • - '_ - - ' - -- - - - - - - - - - - - �E " � > - - - - ��� ., �. �_ - - � = � � /'i �!X ° \ \ O ' \ 1 \ � �6\. 1 `\ ro X00 �° ` - -_ - -�� ' � / ��\ \ �O �=' �- - _ - - - -- - - -- - - -- --- - - - - -9 9Q1--- - - - - -- -- --900 - - -- - - - - -- -- --- - - - - -- -a - - - -� '�z �/ t \ I I \ ,� \0'°, \ X \ \ �- -) ' °u' ` -]__ O° ___ / �\ X -� °_- - - __ _ -�� - - -- - - - - - -- e - -- --- - - - --� - 902- - - - - -- -� - _ - - - - -- --- - - - - -- a ---- - - - - -- - t '�/ �'� \ \ \ \ 1 \ ,\ ° -e \ems -'� - --<� •'--_ \\ I- -y �� O -___ - - -- - - - - -- -- -- -- - - _ - _ - -- - - -- 0 -- - - - -- o°� - -- - - - - -- - -- - - - - -- -X - i' \ I I I I \„\ �, \ \O \ \ G5 oa-E i \ \ 1 X°- ,__ O,__ -- - X� L ) - - -=- - -- -904 -- X 0\ -- X oo X O� ao I ��- O11 / \ `., \(00 \ \ '5 \n, // 9 �"I �__ \ \` - ' ^�o�� - -- t�\ - - - -- ---- - - - -�\ __,_ __ _ - -9d _nom - - - - - -" - - 904- / -�l - ( _ Oa _ __-d3, - - - - -� ,,' O")' \\ I % 10) ` \ c >b a OO N ( �,Oti 1 '1 ^�\\ _ \\ - - -- ------- - - - - -- - 0" " - - - -- �' -' -} - -t= x- ■- b'c�� - * -• -: �L �Z, _ - - ��` \ °,' 1 L \ o . \ O2_ - \ , \ 03- -' - WOOD FENCE /' \ ti' O5- \ -@{ _ , \A X o ' \ `v 1 ti „\ - o _ _ _ _'g - - N89'49 00 W 881.57 ,�� _ _ �y` - - _ �y- �� g- o \ \ ir0° \ 1 r -0° r - - zr\� l\ \ - - � � - - - - - - - 00- - - - - - \� - 3Q� - - a`� - - , O'\ \ \ , - A' -902` , � - - - _� O\ o -�°,° 0`l �' X `l� ' - -, ' X 11 I _ X _ - X°' 0N 11 1 1\ - _ \ 11 O \ °' i 1 0 X� � y X`� ' ' X ,■ - - x }, 1 x Xo \ °o X X/1 ' x °o - �-- __t4-, _ -t- - y Xo`�`1`- 1 -1 1 /�`) \\ t to °' CONCRETEo ( X90 \ X -{ 1 REBAR W/ YELLOW CAP FOUND \ co O� \� t \\ vy \ O\' Xo, CURB INLET S &A FIRM 0008 \� \o° - ♦` I 1 04 \ 1 �° \0�0 TOR = 900.81 / W X00 \.1 \\ \\ A,) \- \\-, 1, INLET INV(S) = 897.81 0 \ I \\ \ c•t �O 00 \' o \\ �\ TOR = 900.76 INV(NW) -= 897.81 X \ / >f I I 1 \ 1 \ . 1_. i��o >C 1 , INV = 897.56 INV(E) = 897.81 I CP \ \ \\ \/J �\\ . \ \ \ 1\ / \ I 1 \ to I I 1 \ a 1, °1' E,,- I ---% \ \ \`' \' of 9 ��� 10 11 12 13 14 15 2 3 4 5 -- 6 7 8 �� (cl �,-- 3), //_ / < E State Road 334 W 116th St X // JI i7 Y/� � __ i qV IV w Ios�� 5L � D3 L%:: � I � F - �v -,--- 60 � VICINITY MAP NOT TO SCALE 16 P-----N .-I r AL, Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX -244 -1969 s%-.0 :; , ]CS•' > =4 T•'�•Y. Y +if �*1. ».-•b DWN BY: KRC !­-­�� f: �}Z s � I,, `k:: , 50 0 25 50 J HV ( IN FEET ) 1 inch = 50 ft. (ASSUMED NORTH) 1 if = 50' DATE: 08 -10 -2005 REVISION RECORD 0 < 0 U °C � � O w L/) U111 0 2 W 00v> Q� P-----N .-I r AL, Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX -244 -1969 s%-.0 :; , ]CS•' > =4 T•'�•Y. Y +if �*1. ».-•b DWN BY: KRC CHKD. BY: J HV SCALE: 1 if = 50' DATE: 08 -10 -2005 W -j < U °C � � w L/) U111 2 W 00v> Q� 2 =j ZD 0U ~ � L/) U w 0_ F� CL Z < < O .J � CL :��iO z U o-- O QO �_ L/) " I. < w F� i3: �j I I WILLIAMS REALTY GROUP 9830 BAUER DRIVE INDIANAPOLIS, INDIANA 46280 317- 574 -5480 PROJECT NUMBER 05 -123 -II DESIGN PHASE SURVEY SHEET NUMBER so OF HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. FA --t °, _ - r J 4 5 1 7000 SF OFFICE: STANDARD PARKING t � SPACES (9' x 20') HANDICAP PARKING = 2 SPACES 1 1 1 1 1 a HANDICAP SYMBOL INLET HANDICAP RAMP TELEPHONE CROSS —BOX QT TELEPHONE MANHOLE -[}- TELEPHONE PEDESTAL -TV- TELEVISION PEDESTAL MONUMENT SIGN DECIDUOUS TREE �a CONIFEROUS TREE �a WATER VALVE (M) FIRE HYDRANT d 2 ` HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. FA --t °, _ - r J 4 5 1 7000 SF OFFICE: STANDARD PARKING = 26 SPACES (9' x 20') HANDICAP PARKING = 2 SPACES STANDARD PARKING = 95 SPACES (9' x 20') HANDICAP PARKING = 4 SPACES STANDARD PARKING = 160 SPACES (9' x 20') HANDICAP PARKING = 8 SPACES STANDARD PARKING = 281 SPACES (9' x 20') HANDICAP PARKING = 14 SPACES TOTAL PROPOSED PARKING = 295 SPACES 7 a ^� I10 Property Line �6' Landscooe Setback A ' 24" ROLL CURB (PLANTER) TEMPORARY v:1 JOB TRAILER =.,,�• ............................. �• oa .24 cu. 15 116 :I: IRON PIPE FOUND -a ELECTRICL PEDESTAL 0' POWER POLE K GAS VALVE Qs SANITARY MANHOLE g SIGN CONCRETE CURB AND WALK CURB INLET HANDICAP SYMBOL INLET HANDICAP RAMP TELEPHONE CROSS —BOX QT TELEPHONE MANHOLE -[}- TELEPHONE PEDESTAL -TV- TELEVISION PEDESTAL MONUMENT SIGN DECIDUOUS TREE ASPHALT WALK CONIFEROUS TREE �a WATER VALVE (M) FIRE HYDRANT 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 3 1 T E LEGEND : 2. ALL PARKING STRIPES ARE TO BE 4 PAINTED WHITE. UNLESS OTHERWISE NOTFn ON THE PLANS_ DETAILS. OR SPECIFICATIONS. DESCRIPTION: Q LIGHT DUTY PAVEMENT �K ;n HEAVY DUTY PAVEMENT Y :. Q7 ::. CONCRETE PAVEMENT QA 6" CONCRETE CURB © 24" CURB AND GUTTER (TYPE II) © CONCRETE CURB AND WALK QD HANDICAP SYMBOL OE HANDICAP RAMP QF SCREENED TRASH ENCLOSURE WITH GATE © HANDICAP SIGN QQ DECORATIVE PAVERS Q MONUMENT SIGN ® ASPHALT WALK 0 DETAIL # /SH. # DETAIL 01/C7.0 DETAIL 02/C7.0 DETAIL 03/C7.0 DETAIL 05/C7,0 DETAIL 06/C7.0 DETAIL 04/C7.0 DETAIL 07/C7.0 DETAIL 11 /C7.0 DETAIL 14/C7.0 DETAIL XX /C7.0 3. ALL DIMENSIONS ARE TO EDGE OR PAVEMENT OR FACE OF CURB, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN AL FIELD DIMENSIONS THE CONTRACTOR INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE 421 E State Rood 334 W 11 6th St �I PROJECT )(J I ul LOCATION in �� 421 j, F-1 Hy S ITE DATA: BUILDING DATA: VICINITY MAP NOT TO SCALE BUILDING AREA.......... 78,740 SF SITE AREA .............10.23 Acres (445,751 SF) REQUIRED PARKING DATA: STANDARD PARKING = 318 SPACES (9' x 20') HANDICAP PARKING = 13 SPACES TOTAL REQUIRED PARKING = 331 SPACES PROPOSED PARKING DATA: STANDARD PARKING = 434 SPACES (9' x 20') HANDICAP PARKING = 24 SPACES TOTAL PROPOSED PARKING = 458 SPACES PROPOSED PARKING RATIO = 5.82 SPACES /1000 SF ZONING DATA: PROPOSED USE......... COMMERCIAL (RETAIL) ZONING DISTRICT ....... GENERAL BUSINESS 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) REVISION RECORD 110-1 I-01- O Q 11111����, .0 N C . h'�. *. � • Q��iS TF,4�O •'Q��' • N9 PE10300058 = : STATE OF el SS/O N AL E�G,��`` 4fillits'** o.�.cr -,rte c . �c DATE: a IC z,ea5 DWN BY: DP CHKD. BY: ACH SCALE: 1 40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 00- _ . Lu W uj U Ce. 0 J W <zz �— 0 Q do. _ a at� z z 0 w l.. �LA w Lu W C�"VU Vl � r— N 0 V) W i3: THESE PLANS FROM ACTU SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 7. ALL EXCAVATED AREAS TO BE SEEDED AND /OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS SHALL HAVE A MINIMUM OF 4 OF TOPSOIL. HOLD SOIL DOWN 1 FROM I N CONTRACTOR TO SUPPLY STRAW MULCH WHERE PROJECT NUMBER 05-123 PAVEMENT ELEVATO DESIGN PHASE GRASS SEED HAS BEEN PLANTED. S. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS CONSTRUCTION WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. PLAN NUMBER DOCKET NUMBER: 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. 05060053 DP /ADLS 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. SHEET OF T 0 11 12 13 14 15 16 1 12 M L K JI HI GI F. E D C B A 3 14 / / / NIET / OR =/Q-01.83 NV(S)v) = 894.73 O Ohl ^pb q Xq \ 1 � � \� \ \�� oho \\ 1 ,`\ \ \\ •Xq ` ` O• \° \ \ \1A lip 0 \11 pD X \ \•\ X \ i / 1 \ Dry, q \ \ • 1 G \ S • q° n 11 \ \ A x �� \ O x 11 q 5• \\ \ 1 \ \\ \a 11 • 1 \ \ G) \ \0 X 11 t it , �`' 1 h Dory. °, \ 1 b \ pry 1 x°t 1 q � l a q o I 11 11 1 \ l\ • i 1 �. 11 I \ \1 ° °'t • \ 1 \ �� q.� 1 ° °a \ 1, 11 I o \ 1 •\ - • x gory ' ` • 1 x \ ti \ \ \ x 11 1 1 1 \•\ \� \ \ oa o \ 11 1 \ 0 1 \ ao \ \ 1c \ g t \ \ CP 1iq ° 1 11 \ � I \ •5 1 1 i a \ O A q °° 1 0 \ \ 11 0 \ \ 1 d 1 \\ \ qq OryiQ 1 \ o \ 1 \ 1 1 xq ° °• ` \, \ b� \ 1 Z 3 6 7 8 9 10 11 12 13 114 115 116 I ■s 77ellAxTf®116f11• h Qp� o h� aQ oa o`,a q1 qpq� oAc�a A\ 1 ° 01 q °� �° Dry X x X q xq Y. Xq y.0 - -- a _"- -;c', <�h --a. - -- _ h �'' � ^_�- O��\1 ✓ �o / ' / \ h• _ _ 1 i �O �O' ° -917 1 q \ q' e� _ q \ a y°, q,0 _ ,a� q 1� f f f - --------- _`5 == =-= x\ 905.00 t 908.00 907.00x� 907.00 - -' ` -- _ - -- X--- - - - - -- 908.00- Ile, - 909.00 x�'-" ----- - - - - -- x - - - -� _ -_ 909.00 f _ 908.00 ---- - - - - - -- -�_�01 \' _ -- _�' - - -- _ 808.3$ - - -- - \ _ - -- -- �' - `x- ■ -r-..a - �■ =907 -x -■ ■ x ■� x_ ■- - _ F - xTx =x' x - ■ -x -)6`� x \\ 906 _ Y'. -_ _ - -- -_ --- _- -_ - -_- -9II7.. _z _ - _- _____- ____- -_ c _ _- _ - - - - -p _ - -- _���--- .---------- _. -� -�� `` - -- _-1 O qc� - __. - - - - -- _ - ^< -- °L h) l _ __ pl.` _ ._9De_ 0 -\ \ i h\ qQ X 0 \ \ a , 90x.88 s 907.13 p ' q o \ / o x Oa a.� - - b • \ _f� \ Oa _ \ '\ 9a7.oa q0� <j ` 907.00 OS_. _ - X�� \ Xq x \ '\ - qp �o r Xpi \ �� 907 \ 807.79 TC 908.26 X 1- X ao o a^ 0.7 BC 905.76 856 \ °^� ) o D` O TC 906.78 r • 6> 907.76 , _ _ 9x7.79 - -907- y x \ xo h- BC 906.28 p Qc 907.25 0 \ X . 9 09 oO ' \ 904.92 ! p° y \ TC 906.58 _ _ o o 907.99 905.80 06 ! ha \ \ BC 906.18 - " • v �1 v, / ° UNpERDR IN `� TC 906.38 T 907.78 ^ v p \ 906.08 ' �� \ BC 906 78 Imo' �O 907.68 , ` 908.70 \\ 903. xcj \ J a ✓ \ -� v _ O /- \ {\ �� 907.02 F F n9' °° C@ 907.30 / _ \\ i \\ - m \ oco - soe.6 l 9x7.29 s pac 1 ° 'CV� �� 9QS Tc eo7.13 �8 0 �S / 907.20 \ I o' \ q , 1 • 1 .Q ry, oo �� �^i as C 06.63 �° O - - -- sob - - - - - - - 908.70 1 '� ° - - - - -- - -- xo o S • pa. '/" i \ \ per. , 4 �, per_ ` XO ' -'V. J • x �/ / :J phi �3°�a`• - - - 9 °`_• - - - - 9 °ate .- _. _qpa. \ \ \ ` \ > / , i R�O� p TC 906.12 807.x9 / / \x0<j�' �, Xgph' \ Xo D 5g ,7p �e�� CL TC 905.90 i 'C SC 905.62 \ N 00 S pc • �`' O . \ \ 8C 9 t / / / ti a ' °h > �, \ X°,O qQa�° gpD"'1 12z `_ g�16 •oo 908.2A / `' C 906.99 - . i ' BC 906.49 / -FTC-900-.301 •\ y �h a°' h1, �L \ 05.70 / O -. ,% 8C 905.80 D°' � �' D�o�•,,?' paQa� ^, a °a OD F •� TC 08.87 O / TC 906.89 \ BC ec 906.39 f x he�q - r 8oq \ 9oa` ' vvv V 907.02 ' `fl b 4F. ��� • • � 906.22 / 906.99 p •\ q�• o,OD TC 906.15 Q' ry o ° �/ ' 906.69 \^ \ 9p �lb pL' p , p5 y 3 \ q � / y.0 p8C 90383 �_ ° \ + `� 8C 905 82 / XO `' . / a4 x 1 x 1 x x' 907.02 C 904.45 S / 904.95 TC 908.02 905 1 / T� 908.12 �� ` BC 905.41 / t D BC 905.62 x A BC \905.82 i \ TC 905.93 0 =' 1 ITC 905.15 804.4 ' / ......... x - - _soy` BC 905.43 Xq TC 06.69 o� • 906.19 " �.. ••���X o ,. 06.15 \ _ I ✓� , // , TC 805.78 _ / TC 80 .92 BC 805.65 \ �' BC 906.05 1°° 805.75 T BC 90E:28 __ / BC 90 42 9' \ �o TC 906.55 t o : �' W. 562 / 906.12 01' • = ° TC 908.38 ='' q a' TC 906.1 TC 905.97 /' a t�� / ~a TC 906.39 BC 905.69 •` q° `'. t BC 905.15 BC 905.47 TC 906.78 �je / TC 905.90 TC 908.38 q 8C 905.89 805.28 x BC 905.30 \ BC 04 / / 906. t TC 905.911 �' ` C 90fi.08 O \ \•` q °h x I a x p ' BC,905.40 y BC 905.58 L 1 /( T 905. / / O�� Xq - - _ Xq 1\ qpa xq 13 �5L ", V,01 ' ha -l�i y'" + /' x`j / ` �Ci `� , - 905.62 - TC 05.69 \ TC 805.86 1 1 ` xqo 00 h TC 906.44 9x5., 2 1 . / BC 905.94 Z '' ' TC 905.73 ' ^ - �F05.19 C 805.38 \ h aq \ , x \ 903.00 •`` ' ..1 05.05 qpl". x \ 1 \ TC 905.55 \ BC 900,98 t/ /� g7 907.02 - o~'- yq X t o 1 TC 906.18 BC 905.68 / / t \ \ INV �0 .37 t l 1 I 0 -RG 1 TC 908.37 1 �� 1 w ► `� TC 905, 5 BC 905.87 4 1'i■� ` BC 905.45 BC 905.44 , 904 87 04.58 x \ spa r / � 2 naces ` � TC 906.57 , 906.70 -% 1 , 1 ay S T' TC 905.75 \ / 906.07 �n> t / p^� "' TC 904.78- \ •1 ph 9 I �k��g , BC 905.25 \ TC 805.50 5 907.02 o° >'' BC 90418 ^ t I 1 xq 1 i� 90 i \ /' , TC-901C87 ° °� 904.15 TC 904.85 \ 904.76 , ' 1 b (J1 6 Fa e�1 905.00 TC, 08.1 x 904.13 I � � I V �G• � 1 \ � � \ / BC L105.87, TC 908.87 + Sy 05.50 1 8C 08.37 /' 905.75 \ \ TC 904.96 g �' TC 905.55 ` �. TC 904.79 BC 904.48 •c i �' Oh 8C 905.05 Y BC 904.28 I , TC 905 1- \ �► 1 ` • .80 r \ 8 476 �° a�aTC 908.37 a /' , � • � ry Be B 904.78 x o, 904.79 �"� C 05.04 h� ` BC 904.6 a '. \ r 1 \ 1 7C 06.37 'BOO S • _ TC 904.90 , oc , x`� \ BC 904.5¢ 5.87 8C 904.50 / x \ \ 1 h \ \ oo' TC 905.65 905.35 6 • 906.70 ` \ a' \ a„ \ \ x BC 905.15 ` C 904.85 i 904. y. x pL a\ pT' �'4 °h \ i^ \ \ y TC 905-50 , , \3� aCj� qQ oo ry' , 4? qp ` BC 905.00 T 908.37 TC 904.87 x ry p \ O x SC `804.37 \ q0 TC 905.18 3" 1\ q0 \ T 905.80 1 J o3 \ 9C 904.68 ' \ \ eC eos.3o , (r)� P a �, s 90� • sos.10 . - - - Rods J° 4 y., �h Bc 90 . e > �1 ° \ F \\ \ TC 905.65 \ � ' TC $ %5.94 N• / OS r \ bry xq \ \ BC 903.15 \ 906. 07 \ ° / BC 90 68 x'l 1' /\ ' ` \x°t � / BC 905.44 TC 90.16 ° 08.87 Igot TC �c e° X X X �O / °7 O ' X \ ' •1 "2' q a \ e \ 8C 08.37 \ TC 905.90 \ \ \ CRC 805.10 / -n ' , ' ' / \1 5 • \ \ \ O o TC 905.37 BC 905.40 BC 805.87 BC t904.90 / ,b0 Oa• TC 905.85 / BC 905.87 905,50 ! xq0 Xq 2 itaLET BC 905.35 TC 905.85 \ / / T, p / i , i o •� • / ` \ U DC 905.35 m \ 41 , / �! (:O > aS': ry' x y / / / �} \ h h' ••. TOf� •.900 8�1_ O / /�''?'� i✓ 905.66 / / 2,5 ! X ow oaa •1 , ° INV(SE� 900.1y TC 903.55 \\ BC 805.7 908A7 \\ /' ,' ��° xi^,/ / o� �' / o"' ^� q' S�,G� 1 e5 Xq I •1 k'� "_�kty \` TC 9 5.60 Bc 903. ° / x° V v O aces 1 ,�- " " `• \ BC 9 .10 t, \ 4,'7 oDh 7.02 / / � / ' /'1` TG905.40 , � xq� `� • ;�(�.y�p \\ I 1 •] q °D 1: q �j be TC 905.30 r� x \r• 1 •1 1.. 1 IC 904.8 \ oD , gg 1V a'1 �• g0V Og 1� �° \ ��' � � ec 08.37 / / o• � Y r � , \ 1 h 0 J ^�. xq \ TC0 0 a q D ti \ xq \ 8C 0 90 11C 905.87 _ _ / /' / ,' / X 1, 1, o x ° Xqo' x ° Xq a �� ° o� \ \•: tit�9 xq0 pry l \ �\ /i - 904.53 r �ea / / / 905.40 t / / Xqo \ 1 \.. 6•. \\ �1��� xq � ,\ `\ \ \ �� 1 C .10 , - - - -' - - -_ -- _--'., � // / // / BC 904.90 rya h x°° �- Xq° t / 805.66 qo� / \ \1 Off' ah, ' q / x v �� x \� \ \ i TC 905. TC 908.47 xq 9. ' Q 1 \ 4 0 6 TC 906 / / \ q ` BC 905.97 TC 906.27 TC 905.40 1 BC 905.77 ` /�° ° TC 906.1 t / BC 904.90 -• \ ` - xq � I x TC 905.30 a / x BC 905. q / TC 08.1 � 6•`•� °j BC 904.80 905.50 1' \ TC 900.84 _ ryc xq TC ,9 8.58 / / / / TC 905.63 Oy x° �' - - - - - - - - - _ _ / Qa co\ UNDERORAR 1, \ 1 ` TG - 5:58' - - - - _ ' ' 8C 906 08 / / i - _ - - - - _ ` \ \\ 11 BC 905.14 qry. � gp3.08 -x TC 9 6.1 ! 8C 905.13 `v TC 905.00 - / o`' a� tNV 903.50 \ 1 _ �\ \ �+ x �y - - TC 803.97 q9 BC OS. / / I _ \ BC 904.50 = ' 805.00 _ �?�- Xqo ` 1. BC 905.47 CJ t1`\ \ 1 `�F: `` xgti' /, I a TC 905.33 ;, aa�`O 9_,` \ - - k e \ / �° 805.08 BC 904.83 - o ry qo pac \ \ F K° _ _ 905.50 ph X n i a \ \ t TC 904.88 0 FTC-__11115:_201 aq / t - - O �" _ °6� �` 90488 x° ry 6C 0 '�`/ / ') 1t ' - 904.35 ! O ' J -mob! 1_ q '�Ci x 1� ` TC 905.31 / nti qo \ TC 905.67 q °ryo -° - -- xO1' BC $04.81 ` O q 0° _ - .. - - - a h� \ `` so / \ pa , � 6c/ \ `�.-' q °oD. qy � /' C � ,G• r ` \ \ p`!\ q b TC 905.18 p �'� - P: 9Q3 2* - - / ° Dl ' ' - .,O - -cob - i 904.74 Ilp •t spy oa \ \ \aa - - q _ 'o I °e " - o,. Xq 6q �o oa °6 _ DESCRIPTION: v EXISTING ASPHALT o oo & EXISTING STONE ° v v v EXISTING CONCRETE -i;�- TEMPORARY BENCH MARK 0 SECTION CORNER 0 MAG NAIL SET 0 PK NAIL FOUND (8 MAG NAIL FOUND :I: IRON PIPE FOUND -a ELECTRICL PEDESTAL 9f POWER POLE in GAS VALVE QS SANITARY MANHOLE g SIGN ® CURB INLET Ilillllll INLET POLYVINYL CONCRETE PIPE TELEPHONE CROSS -BOX VITRIFIED CLAY PIPE TELEPHONE MANHOLE _LT - TELEPHONE PEDESTAL -a TELEVISION PEDESTAL a DECIDUOUS TREE RIGHT -OF -WAY CONIFEROUS TREE TEMPORARY BENCHMARK WATER VALVE D, FIRE HYDRANT 3 EN CH MARKS: DESCRIPTION: FARM FIELD FENCE s0o.0 PROPOSED FLOWLINE TC 800.5 ec 800.0 PROPOSED OVERHEAD ELECTRIC LINE ohel PROPOSED UNDERGROUND ELECTRIC elec l- -000 UNDERGROUND TELEPHONE tele Yopt FIBER OPTIC LINE INLET WATER LINE wtr FLOWLINE GAS LINE gas INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SO. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE .S.G.S BM RONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF IONSVILLE; APPROXIMATELY 0.24 MILES NORTHWEST OF THE JTERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST IDE OF U.S. 421, SET IN THE TOP OF A CONCRETE POST 0.5' ,BOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED 3 78 1946 ". ELEV = 901.375 IVIL DESIGNS T8M# 1 UT "X" IN GUTTER OF CURB 317.47± EAST OF CENTERLINE OF IICHIGAN ROAD (U.S. 421) ELEV = 905.02 :IVIL DESIGNS T8M #2 :UT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF IICHIGAN ROAD (U.S. 421) ABBREVIATIONS EP = EDGE OF PVMT. TC = TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWLINE ME = MATCH EXISTING DETAIL # /SH. # DETAIL 01 /C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 DETAIL 06/C7.1 TOR = 903.56\ �� \ \_ =` q� INVsS) = 898 81 \ _ - _ - - -__ _ _ GRADING NOTES 1 - q a. ^ EXIST. CURB INLET 2E 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT °O • O°' ' q i' � �° rya % / a. O X _ _ - - ",- .. - _. - ,,,, - 4. `-� _ •... ` _ � a! TOR = 903.5 �, _ - _ _ _ ----- - - -- -- - - ` _ ; , , °°� STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY • • • i ''.y �('�CO°j i ; . h�° 11 '' INV(S) 898.79 J •� Aq •.- , -�+- -r ^��-.. «- .- �.. -... •-•�:...w ti •^" �� '� qo _ _ _ _ _ _ _ _ ^T�„�.• --T �.,, ,� - - ` - _ �Qr OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. • • • / 901 a q f °G - / Mf 90 21 L �° \ iE q° D °D o ' - " ' r r ~ \ _ � f '�''`' �� � � � q 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO i / / as x`905, a•. aai<O n 1 ,x1, - - ' v°' , ••� �. ` ` \ - ,� , STARTING CONSTRUCTION. THE CONTRACT AA SHALL BE RESPONSIBLE FOR \_ - -° - ' ��' ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS b y. b� qa rr` •�i�� o , FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE v 3D�f�EGUAED ' _ �' x a�b�h j �, ry q° ............. ENGINEER IMMEDIATELY. r�tiiURAIN EASEMENT �� °��D� ��,� C,aj� -__� ° / ,� _A° ; �� EN T,0N ,! ►! 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN q v= 898.62 EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. 0111 o ,�q \� ,' / VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY ; a A° °D qpD° �- �qL' �- ter~'`' ag00 / ! ,' COMPANIES SO AS NOT TO CAUSE DAMAGE. C§) 411151 _ _ _ , ` ` 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE _ _ _ _ - _ - - _ - - CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON ory�h q SITE. ALL VERIFICATIONS LOCATION SIZE AND DEPTH) SHALL BE MADE BY THE o q ry t ry \ C5 , I `� q° q °�' \ ,' �',,',6;/ �� ,, - -_ / \ APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING S AROUND OR OVER X \i / �ENDSEP1dN --- \\ EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY A1�IYfRASN RACK 6 oryc \ ry a SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INV = 896.59 q h qq 0� \ a� a° 0� INSTRUCT AND OBSERVE DURING CONSTRUCTION. Jx° =--- -- _ - � \ \ ___- ' � \ ' \ \ \ • �..� , qq ... � ... eta ... _ ... _ ...._ ... �- ... _ ... � ... _ ... - - -�� ... __ ... _ ... _ ... -•-�.� .- ,:J-- �..... � ...� � ; � � ... � � �. � � .� � � ... � � -- --• q •mac..••+ • - ^- ...- _� - i -- - - _ _ ----------------------------------------- ----- ------- ------ ----- -- - --- --- -- -------- - - - - -- 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY _ ---- - - - - -- =------------------------------ - - - - -- ---------------------- - - - - -- - -- - ---------- - - - - -- - - -- �� - _- --- -;� WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. q - _ q-- - - - - -- l ` _ - -- x-- �----- ------ --- -- -- cs�_------ __ - - - -- psi----- ___-- _ - -_ -_ b�------ - - - - -� D• a - __---- -�q°a� qa� ---------- - -` - -- �a- ---------- --xQ-- ------- - - - - -- xo - __ - - - - -- x ------- °�-------------- °� - - - -- 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT _� �_ -g --o - - - -` -- - - - -- X x x ----------------- -- °-------- __ --x -_- Q___1 19' _ -a-------------- �,- ��- _ -p°° ___ ooa - __- o - - -- ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE Da - - - �- --- - - - - `' - ^ ' ` a " ~ MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY 9°,_ .----- "➢.`�'- -- -^----- --- - - -__. 0� ....__- �i�if'-- x- c -x -a -■ 3f0j ■- ■= x,- c- x - ■, -■ Q' sue= x - •x___f�'x- x- ■ -■ -' =- ■coq'- ,x-= .x -x -■ `� w -x - ■x �..•�■ -■- xq\ \ \ \ X - ----- - -"- -x _ UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE Dry '/ °,�. �� �, DETERMINED AT THE TIME OF CONSTRUCTION. - _ _ ary q \ 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER -- - - - - - - - _ _ - _ _ _ q oo' r x °,. ti� X _ _ _ o� INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD xq x -'_" Xq \ Xq' q °�. / .,p � XOp - __- _,__ °h x - "�'xq� HOLEY MOM SAYS BATH CONDITIONS. ,o \ - "DIG SAFELY" 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL X - GRADE ELEVATIONS. o` UTILITY STATEMENT: ' 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND "ITS THE LAW" 12. ALL CASTINGS TO 8E LABELED "DUMP NO WASTE - DRAINS TO WATERWAY ". UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH CAL. 2 WORMG DAYS BEFORE YOU DIG THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY 1 -80 CALL L T TOLL 5544 OIL FREE AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PER INDIANA STATE LAW K•,a -1 -26. IT IS AGAINST THE LAW TO EXCAVATE PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 4 F 5 16 17 18 p 40 0 20 40 { IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) II REVISION RECORD I m Im ,,$%Jill1Ill't -'r ON C • 7& psi to • Q•• 00 N O • • PE10300058 STATE OF 1100. Pr c . DATE: a to zoos DWN BY: DP CHKD. BY: ACH SCALE: 1 " =40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 Tf L w 01� W W j U � -J w 1_. < z Z W C) a.. 0 �- cy.,zz V z LIJ :E u i�: re Oyu � N V 0::� 1� V) w PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER ��� SHEET OF `u 10 11 12 13 14 75 16 DESCRIPTION: s0o.0 PROPOSED SPOT TC 800.5 ec 800.0 PROPOSED CURB ELEVATION BEEHIVE INLET PROPOSED CONTOUR aoo l- -000 EXISTING CONTOUR MANHOLE PROPOSED GRADE BREAK INLET PROPOSED FLOWLINE PROPOSED STORM SEWER ABBREVIATIONS EP = EDGE OF PVMT. TC = TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWLINE ME = MATCH EXISTING DETAIL # /SH. # DETAIL 01 /C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 DETAIL 06/C7.1 TOR = 903.56\ �� \ \_ =` q� INVsS) = 898 81 \ _ - _ - - -__ _ _ GRADING NOTES 1 - q a. ^ EXIST. CURB INLET 2E 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT °O • O°' ' q i' � �° rya % / a. O X _ _ - - ",- .. - _. - ,,,, - 4. `-� _ •... ` _ � a! TOR = 903.5 �, _ - _ _ _ ----- - - -- -- - - ` _ ; , , °°� STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY • • • i ''.y �('�CO°j i ; . h�° 11 '' INV(S) 898.79 J •� Aq •.- , -�+- -r ^��-.. «- .- �.. -... •-•�:...w ti •^" �� '� qo _ _ _ _ _ _ _ _ ^T�„�.• --T �.,, ,� - - ` - _ �Qr OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. • • • / 901 a q f °G - / Mf 90 21 L �° \ iE q° D °D o ' - " ' r r ~ \ _ � f '�''`' �� � � � q 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO i / / as x`905, a•. aai<O n 1 ,x1, - - ' v°' , ••� �. ` ` \ - ,� , STARTING CONSTRUCTION. THE CONTRACT AA SHALL BE RESPONSIBLE FOR \_ - -° - ' ��' ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS b y. b� qa rr` •�i�� o , FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE v 3D�f�EGUAED ' _ �' x a�b�h j �, ry q° ............. ENGINEER IMMEDIATELY. r�tiiURAIN EASEMENT �� °��D� ��,� C,aj� -__� ° / ,� _A° ; �� EN T,0N ,! ►! 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN q v= 898.62 EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. 0111 o ,�q \� ,' / VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY ; a A° °D qpD° �- �qL' �- ter~'`' ag00 / ! ,' COMPANIES SO AS NOT TO CAUSE DAMAGE. C§) 411151 _ _ _ , ` ` 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE _ _ _ _ - _ - - _ - - CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON ory�h q SITE. ALL VERIFICATIONS LOCATION SIZE AND DEPTH) SHALL BE MADE BY THE o q ry t ry \ C5 , I `� q° q °�' \ ,' �',,',6;/ �� ,, - -_ / \ APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING S AROUND OR OVER X \i / �ENDSEP1dN --- \\ EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY A1�IYfRASN RACK 6 oryc \ ry a SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INV = 896.59 q h qq 0� \ a� a° 0� INSTRUCT AND OBSERVE DURING CONSTRUCTION. Jx° =--- -- _ - � \ \ ___- ' � \ ' \ \ \ • �..� , qq ... � ... eta ... _ ... _ ...._ ... �- ... _ ... � ... _ ... - - -�� ... __ ... _ ... _ ... -•-�.� .- ,:J-- �..... � ...� � ; � � ... � � �. � � .� � � ... � � -- --• q •mac..••+ • - ^- ...- _� - i -- - - _ _ ----------------------------------------- ----- ------- ------ ----- -- - --- --- -- -------- - - - - -- 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY _ ---- - - - - -- =------------------------------ - - - - -- ---------------------- - - - - -- - -- - ---------- - - - - -- - - -- �� - _- --- -;� WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. q - _ q-- - - - - -- l ` _ - -- x-- �----- ------ --- -- -- cs�_------ __ - - - -- psi----- ___-- _ - -_ -_ b�------ - - - - -� D• a - __---- -�q°a� qa� ---------- - -` - -- �a- ---------- --xQ-- ------- - - - - -- xo - __ - - - - -- x ------- °�-------------- °� - - - -- 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT _� �_ -g --o - - - -` -- - - - -- X x x ----------------- -- °-------- __ --x -_- Q___1 19' _ -a-------------- �,- ��- _ -p°° ___ ooa - __- o - - -- ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE Da - - - �- --- - - - - `' - ^ ' ` a " ~ MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY 9°,_ .----- "➢.`�'- -- -^----- --- - - -__. 0� ....__- �i�if'-- x- c -x -a -■ 3f0j ■- ■= x,- c- x - ■, -■ Q' sue= x - •x___f�'x- x- ■ -■ -' =- ■coq'- ,x-= .x -x -■ `� w -x - ■x �..•�■ -■- xq\ \ \ \ X - ----- - -"- -x _ UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE Dry '/ °,�. �� �, DETERMINED AT THE TIME OF CONSTRUCTION. - _ _ ary q \ 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER -- - - - - - - - _ _ - _ _ _ q oo' r x °,. ti� X _ _ _ o� INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD xq x -'_" Xq \ Xq' q °�. / .,p � XOp - __- _,__ °h x - "�'xq� HOLEY MOM SAYS BATH CONDITIONS. ,o \ - "DIG SAFELY" 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL X - GRADE ELEVATIONS. o` UTILITY STATEMENT: ' 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND "ITS THE LAW" 12. ALL CASTINGS TO 8E LABELED "DUMP NO WASTE - DRAINS TO WATERWAY ". UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH CAL. 2 WORMG DAYS BEFORE YOU DIG THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY 1 -80 CALL L T TOLL 5544 OIL FREE AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PER INDIANA STATE LAW K•,a -1 -26. IT IS AGAINST THE LAW TO EXCAVATE PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 4 F 5 16 17 18 p 40 0 20 40 { IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) II REVISION RECORD I m Im ,,$%Jill1Ill't -'r ON C • 7& psi to • Q•• 00 N O • • PE10300058 STATE OF 1100. Pr c . DATE: a to zoos DWN BY: DP CHKD. BY: ACH SCALE: 1 " =40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 Tf L w 01� W W j U � -J w 1_. < z Z W C) a.. 0 �- cy.,zz V z LIJ :E u i�: re Oyu � N V 0::� 1� V) w PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER ��� SHEET OF `u 10 11 12 13 14 75 16 DESCRIPTION: PROPOSED UNDERDRAIN PROPOSED BEEHIVE INLET PROPOSED CURB INLET PROPOSED MANHOLE PROPOSED INLET CONCRETE END SECTION ABBREVIATIONS EP = EDGE OF PVMT. TC = TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWLINE ME = MATCH EXISTING DETAIL # /SH. # DETAIL 01 /C7.1 DETAIL 02/C7.1 DETAIL 03/C7.1 DETAIL 04/C7.1 DETAIL 05/C7.1 DETAIL 06/C7.1 TOR = 903.56\ �� \ \_ =` q� INVsS) = 898 81 \ _ - _ - - -__ _ _ GRADING NOTES 1 - q a. ^ EXIST. CURB INLET 2E 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT °O • O°' ' q i' � �° rya % / a. O X _ _ - - ",- .. - _. - ,,,, - 4. `-� _ •... ` _ � a! TOR = 903.5 �, _ - _ _ _ ----- - - -- -- - - ` _ ; , , °°� STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY • • • i ''.y �('�CO°j i ; . h�° 11 '' INV(S) 898.79 J •� Aq •.- , -�+- -r ^��-.. «- .- �.. -... •-•�:...w ti •^" �� '� qo _ _ _ _ _ _ _ _ ^T�„�.• --T �.,, ,� - - ` - _ �Qr OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. • • • / 901 a q f °G - / Mf 90 21 L �° \ iE q° D °D o ' - " ' r r ~ \ _ � f '�''`' �� � � � q 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO i / / as x`905, a•. aai<O n 1 ,x1, - - ' v°' , ••� �. ` ` \ - ,� , STARTING CONSTRUCTION. THE CONTRACT AA SHALL BE RESPONSIBLE FOR \_ - -° - ' ��' ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS b y. b� qa rr` •�i�� o , FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE v 3D�f�EGUAED ' _ �' x a�b�h j �, ry q° ............. ENGINEER IMMEDIATELY. r�tiiURAIN EASEMENT �� °��D� ��,� C,aj� -__� ° / ,� _A° ; �� EN T,0N ,! ►! 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN q v= 898.62 EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. 0111 o ,�q \� ,' / VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY ; a A° °D qpD° �- �qL' �- ter~'`' ag00 / ! ,' COMPANIES SO AS NOT TO CAUSE DAMAGE. C§) 411151 _ _ _ , ` ` 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE _ _ _ _ - _ - - _ - - CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON ory�h q SITE. ALL VERIFICATIONS LOCATION SIZE AND DEPTH) SHALL BE MADE BY THE o q ry t ry \ C5 , I `� q° q °�' \ ,' �',,',6;/ �� ,, - -_ / \ APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING S AROUND OR OVER X \i / �ENDSEP1dN --- \\ EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY A1�IYfRASN RACK 6 oryc \ ry a SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INV = 896.59 q h qq 0� \ a� a° 0� INSTRUCT AND OBSERVE DURING CONSTRUCTION. Jx° =--- -- _ - � \ \ ___- ' � \ ' \ \ \ • �..� , qq ... � ... eta ... _ ... _ ...._ ... �- ... _ ... � ... _ ... - - -�� ... __ ... _ ... _ ... -•-�.� .- ,:J-- �..... � ...� � ; � � ... � � �. � � .� � � ... � � -- --• q •mac..••+ • - ^- ...- _� - i -- - - _ _ ----------------------------------------- ----- ------- ------ ----- -- - --- --- -- -------- - - - - -- 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY _ ---- - - - - -- =------------------------------ - - - - -- ---------------------- - - - - -- - -- - ---------- - - - - -- - - -- �� - _- --- -;� WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. q - _ q-- - - - - -- l ` _ - -- x-- �----- ------ --- -- -- cs�_------ __ - - - -- psi----- ___-- _ - -_ -_ b�------ - - - - -� D• a - __---- -�q°a� qa� ---------- - -` - -- �a- ---------- --xQ-- ------- - - - - -- xo - __ - - - - -- x ------- °�-------------- °� - - - -- 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT _� �_ -g --o - - - -` -- - - - -- X x x ----------------- -- °-------- __ --x -_- Q___1 19' _ -a-------------- �,- ��- _ -p°° ___ ooa - __- o - - -- ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE Da - - - �- --- - - - - `' - ^ ' ` a " ~ MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY 9°,_ .----- "➢.`�'- -- -^----- --- - - -__. 0� ....__- �i�if'-- x- c -x -a -■ 3f0j ■- ■= x,- c- x - ■, -■ Q' sue= x - •x___f�'x- x- ■ -■ -' =- ■coq'- ,x-= .x -x -■ `� w -x - ■x �..•�■ -■- xq\ \ \ \ X - ----- - -"- -x _ UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE Dry '/ °,�. �� �, DETERMINED AT THE TIME OF CONSTRUCTION. - _ _ ary q \ 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER -- - - - - - - - _ _ - _ _ _ q oo' r x °,. ti� X _ _ _ o� INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD xq x -'_" Xq \ Xq' q °�. / .,p � XOp - __- _,__ °h x - "�'xq� HOLEY MOM SAYS BATH CONDITIONS. ,o \ - "DIG SAFELY" 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL X - GRADE ELEVATIONS. o` UTILITY STATEMENT: ' 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND "ITS THE LAW" 12. ALL CASTINGS TO 8E LABELED "DUMP NO WASTE - DRAINS TO WATERWAY ". UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH CAL. 2 WORMG DAYS BEFORE YOU DIG THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY 1 -80 CALL L T TOLL 5544 OIL FREE AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PER INDIANA STATE LAW K•,a -1 -26. IT IS AGAINST THE LAW TO EXCAVATE PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 4 F 5 16 17 18 p 40 0 20 40 { IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) II REVISION RECORD I m Im ,,$%Jill1Ill't -'r ON C • 7& psi to • Q•• 00 N O • • PE10300058 STATE OF 1100. Pr c . DATE: a to zoos DWN BY: DP CHKD. BY: ACH SCALE: 1 " =40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 Tf L w 01� W W j U � -J w 1_. < z Z W C) a.. 0 �- cy.,zz V z LIJ :E u i�: re Oyu � N V 0::� 1� V) w PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER ��� SHEET OF `u 10 11 12 13 14 75 16 N j -E HI GI F E A 2 13 14 �5 16 = /'901.83!/ (SYV) = 899.73 10 °o° Al f O°h' X x \ h01 11. bp x00 O y X t \ 1� a t \ 1! \ `Y00S Ovpc§119^ \\ 1 0 1 � 1 \ y \ °61,0 \ ` -- - - - - - - - r � \ °tip \\ oo• • \ \ \\ 0 o OP o ° • Xo' �. X x'\0,0 ,tit �'� \\ X0 O°. ��' • T ° °` 4 \ a t \ \ G) \ Q A ' 1 \ \ \ y 1 O ' • 1 9 \ \ \x° 0° ° o \ YA VP \ \ ' l X �1 JA I x b I y \\ r - 1 1 \ ,1 1 \ 1 11 x00 \ t 1 o I \1 4 \1 \\ 1 l o \ I \ \ ; o I \ O 1 \ o y x \ 1 \ t 1 \\ 1 1 , 1 \ y � \ \ a \ \ \ \ y X \\ / t 'b moo.1. 7 3 7 8• g fl� I10 �11 I12 113 -- I14 0, y AO OA ,,�1 , A Oo 1' x°j X / x0 h11 01 \ 0 0�0 - , _.-- , \ \ oe' OO x00 �- xlp - -- }'00 OO �� /jL X(p5 / k�0 XO�Oto� '�1 °poi X� _- .___- .--- -�A ' f- ^_------ '- -_--3; � _ -_ - --� _X�O \ \ \ \\ \// 1 °� X X- -- - - - - --- -_------ - --------- - - - - -4 tip_ h . g0 947 - - - - -_ - -- - - 847' - - -- - - - -_-. x -- ---- - - - - -� - - -- =---- o� - - - -- - -- - �- 1T x \\ 6 - - - - - - - -- - - - - - -- - - - -- - - -- a -- - �_ - _7- e h. x °o 0"' --- 1•c - --X. -- -�\ - - - -- Off. �J Oti `` h' _ _- 1.1h - -`i• .i3O'� \ ��\ \ / 0p = h'o t°. _ ` / X908_ ' (� '� O O r O° `\ \ `-^ 907 �h 0 '_c'Pr' xo\ \\ - '_ -_X ..- ' 01'L ° °1 '\ XO° •. °ip- _ .` - _ � � x°'° \ � \y - `$ - 1 co��_- 01 ..�° \ .`�•• \ \ I X00 10 x 10 X 10 J O`O - 0° 9� _ - 906 - - �0� 000 \ STORM INLET 1 p \ p �° X x 0 \ \ / TOR = 904.92 `� 0 LF OF 4" X \` X° \ o /' I \\ LIV. SW = 900.95 A� \PAVEMENT J "NEENAH R -3010 UNDER.DRAIN ° °� \ -- -- X SEE DETAIL 02 /C \ \ X`' � x / � X X0-1- /Z ,, X \ x bl /Ce 908,0 C @s / y \ o- \ i _mob `` °'_---- - - - - -- x 1 r, V� r•► _ n� ���� \ cLp A 1� y..\ �� .\ AA . / / / o'O O _ -- 906 - - - - - -' - \ i \, \\ �`.c t_. 9i °h� '- x �. •x. r ` x h• \ I 1 \ 1 • 0, 7f_ ;'� 1 t ohs 2.t� 1 X� �� � � � _, 1, � ry�, ► 1 �� °� x� • , 11 goo \ x x x j? � �. \ Z' 'tI&ET 1 ph' TO 8��51 O \ � 0 V. � \ \'• % x G \ - a Off. r0ph� X0 �c•�, s r 15 EXISTING LEGEND: DESCRIPTION: 0 U O U )U EXISTING STONE a ` v v v x°' x0 h•. 0 O� MAG NAIL SET tele �. •x. r ` x h• \ I 1 \ 1 • 0, 7f_ ;'� 1 t ohs 2.t� 1 X� �� � � � _, 1, � ry�, ► 1 �� °� x� • , 11 goo \ x x x j? � �. \ Z' 'tI&ET 1 ph' TO 8��51 O \ � 0 V. � \ \'• % x G \ - a Off. r0ph� X0 �c•�, s r 15 EXISTING LEGEND: DESCRIPTION: EXISTING ASPHALT U O U )U EXISTING STONE a ` v v v EXISTING CONCRETE -Q� TEMPORARY BENCH MARK 0 SECTION CORNER MAG NAIL SET tele PK NAIL FOUND Q MAG NAIL FOUND WATER LINE IRON PIPE FOUND -a ELECTRICL PEDESTAL �f POWER POLE rM GAS VALVE sQ SANITARY MANHOLE SIGN ® CURB INLET IIIIIIIII INLET CMP TELEPHONE CROSS -BOX 1) TELEPHONE MANHOLE q - TELEPHONE PEDESTAL 42- TELEVISION PEDESTAL a DECIDUOUS TREE �i CONIFEROUS TREE �a WATER VALVE SF FIRE HYDRANT BENCH MARKS: E DESCRIPTION: FARM FIELD FENCE FLOWLINE vhel OVERHEAD ELECTRIC LINE UNDERGROUND ELECTRIC elec UNDERGROUND TELEPHONE tele t /opt FIBER OPTIC LINE wtr WATER LINE GAS LINE gas INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE U.S.G.S SM BRONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE; APPROXIMATELY 0.24 MILES NORTHWEST OF THE INTERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421, SET IN THE TOP OF A CONCRETE POST 0.5' ABOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED "S 78 1946 ". ELEV = 901.375 CIVIL DESIGNS TBM #1 CUT "X" IN GUTTER OF CURB 317.47'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 905.02 CIVIL DESIGNS TBMIf2 CUT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 904.62 n. °° 0 / ° EXIST. CURB INLET 2E c;Jb O TOR S= 903.54 _ -_ _- -- -- - _ -__ �_- GRADING NOTES • • 9 P•,p? h -, Ay"> / 1 1 1 INV(S) - 898.79 p ?� - - I - - I - _ - __ ./ r • "�•' .. •�,aQ 1 ` _ ` ` ` - ` i • a : -! % - ' ,� ° °° e1�� °� w ��, , ; - , - _ - _ - - - - {�--� �� �'��- _ , - w \< 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT / D � °° ' OA 1 ° - \ -° �'"'' '- , \��� \� -;�`� \ �/ STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY -905-\ n, �° `$ OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. � ' ' ,l - - � f °' � / e / '. 4`l. XO p °h �'° o `� � � O I �- � '� i � ' _ � "r � � .i" � .-, .�� T � ` \ \ � '� � 2\�\ \-• �� ✓'_ �A OAV . ���°� _ - �r. �A� °e, \\ ` 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR U %KEGUA`CED , \ A°A6 ,- �� ��6� p� ° �' °'° - ' �' 0 - NORMAL POOL ELEV: 898.30 r r \ \ \ \ ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS /\ /CSRAIN EASEMENT , �/ /� �o�oA� b�h1 �p� o�-� ` O �- - - - _ A� _ _nON 898.62 10 -YEAR: 901.13 \\ FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE \� ENGINEER IMMEDIATELY. , , , - �h 100 -YEAR: 902.51 \0@ \ If �� �, 0 / r I \ 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN ry , ° °� ° �,��,� °0 A�° ,, g °�� M \ EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. clo p O i� i� i� /' / \\ - \ - ` _ - - ` - _ - � Y - _ _ ` VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY Y COMPANIES SO AS NOT TO CAUSE DAMAGE. �\o °.�,.00 o, ��^ • / rye, \ , � � // i� � � ��, rte• - � � \ ` 0) 1' 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE \ ��° �- oSE�K3N _ _ _ _ , CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON N p\o \ ti 0 Ory / SITE. ALL VERIFICATIONS LOCATION, SIZE AND DEPTH SHALL BE MADE BY THE \ I \ �� v I RASH RACK INV = 898.59 O A h 000 g� 0° 0�� 1 00 0�g � I ROUND OR OVER y 1 1 ` ° °° o �, ,•, APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING S A EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY -- \ �q ------------------------- - - - - -- - - - - -__ CAN BE PRESENT 0 _ -- - _ _ ____________________________ ______ -, ,, /, SO A REPRESENTATIVE OF THAT UTILITY COMPANY _ _--- -- -- --------------------------------------------- - - - - -- -------------------------------------- - - - - -- ------ - - - - -- INSTRUCT AND OBSERVE DURING CONSTRUCTION. - - - -- �- ----------- �� `� - - __ ______----------------------------------------- - - - - -- bEi. .------------ OA---------- - - - - -Q �--------------- - - -- --- - - \ Q _ -- 1- _____ -__ _-- _- _ -0�_- -_ - -- A• A- A' -- O - ------ - - - -- -- O -------------- _ -_ - -- _ -_ 0 - - - °i- - - - - - - - - - - - - - - - - ``Y ------------ A. -. _ - - - -- H __ __ A' p-- - -- Q'-- - - ---- 'vi et X x '' �'__ - -�- 7 a------------------o,---------- --------- --- - -� - ---- - - - - -- _ -_ x`'°- - - - - -- X x 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMP Y \ \ ^_ _ \__ x_ __AT________` - - - -- WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. r --- ..._ -�- - -_ Off' �\ O5 00� - 7:0-- - - - - - - - - - - - - - - - - - - - 0°�f" -- • - . - a - a - ■ "°' f - e sue-- . -_ . - _ - ■ -7 e , - , - ■ - ■ ; �' • - * - a - t - t = +•..�E -�1�= _ - . - . --- i! a - . - s - - - - - -- -x - - - - - -x \ 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE ' - - - "' ° MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY - ` - - - - -_ ,�� - XOb� /' x \\ UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE p`� X4- - -- x O° X� -- � x °�, DETERMINED AT THE TIME OF CONSTRUCTION. \ x 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER HOLEY MOLEY SAYS Q ° °� � - - "DIG SAFELY" INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD x 00 - BATH" CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. UTILITY STATEMENT: 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD ' FINISH GRADE ELEVATIONS INDICATED. SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND "IT'S THE LAW" UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH CALL 2 WORKING DAYS BEFORE YOU DIG 12. ALL CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY". 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. rr IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. `6 4 5 7 V I 1 12 13 14 115 16 DWN BY: DP CHKD. BY: ACH SCALE: 1 " =40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 t i UJ LU Unro 0 W zQ O U.! ti - - zz w W z ��: 0 02� < G es� U N 0 F� V) ULJ PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER rid SHEET OF 1 12 M' - L 22 JI HI GI F E u M Am A 3 t '1 — — — — — — — - - - — - — 1 1 t V 111"__co . . . . . . . .,,1 •1- . . . . . . . . 1) 1 ' c ta.— ... . . . . . . . . . •. —eels • -1• - -- \ � � '1� . . . . . . . . 1 / . . . . . . . . . . . t ++ \ . . . . . .. .... .. 1 \ 01 .. ... 1, G • . r . . 1 1 1 \\ - - \ \1 .2 n- 1 \ t\ 1 1 11 1 1 1 1 1 0 1 ly It \ i 1 \ lip. 1+ r 1 17 ° y � \\', } 1\ 1 1 r 1\ 1 $- 1 11 ' 1 I \ 1 a 11 I 11 ti po 11 1 1 $ 1 1 1 1 11 \ 1 1 \ \ \ 1 1 1 \ \ 1 1 \ 1 \ 1 1 \ 1 \ 1 1 \ t \ 1 1 1 \ 1 1 \ 1 \ \ 1 1 11 1 � to —• \ 1 1 + i \ + 1 , 1 1 + + 1 1 1 i 11 1 �lk +L 1 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICS -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1 I2 3 4 I G•l 7 10 1 1 I12 13 114 15 116 '�i \ \ J •' - ~ ` - _.. - ` - -- - - -- ~ ` _ - _ - - - - ------ . � - - / - - � l - - - - - - .. -. - - - - - - - - - - - - - 4 5 6 7 H�1 H 1 1 1 l 1 \ -------------- _ —`_` ✓/ 4t` \ \ \ \ \\ \'' 1 �DSE�7tON AdNN RASH RACK \ ✓ / // / / / / ItN — 898.59 X UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. POWER POLE RCP GAS VALVE SD SANITARY MANHOLE 1 SIGN ® CURB INLET Illillill INLET 1 I TELEPHONE CROSS -BOX R/W TELEPHONE MANHOLE -a TELEPHONE PEDESTAL -n- TELEVISION PEDESTAL 1 1 i y DECIDUOUS TREE SF CONIFEROUS TREE (D) WATER VALVE a 1 i 1 FIRE HYDRANT 1 :1 \ I , f �fi) 0 N \ . . -IN `900, 73 11 . . . . ,. . . . . . . . . 1. 1 \ ,. . . . . . . . . . I +` N \\ I H�1 H 1 1 1 l 1 \ -------------- _ —`_` ✓/ 4t` \ \ \ \ \\ \'' 1 �DSE�7tON AdNN RASH RACK \ ✓ / // / / / / ItN — 898.59 X UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. TOC POWER POLE RCP GAS VALVE SD SANITARY MANHOLE VCP SIGN ® CURB INLET Illillill INLET E.S. TELEPHONE CROSS -BOX R/W TELEPHONE MANHOLE -a TELEPHONE PEDESTAL -n- TELEVISION PEDESTAL Q DECIDUOUS TREE SF CONIFEROUS TREE (D) WATER VALVE (M) FIRE HYDRANT TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE E State Road 334 W 11 6th St iii COE � � . L O AT � N \ I� 421 S VICINITY MAP NOT TO SCALE � PROPOSED EROSION CONTROL LEGEND: DETAIL # /SH. # DESCRIPTION: 02/C4.2 PROPOSED GRAVEL CONST. ENTRANCE :::: ::: PROPOSED TEMPORARY SEEDING -/-SF-/- PROPOSED SILT FENCE 1-91 DB PROPOSED DANDY BAG INLET PROTECTION DETAIL SANDBAG INLET PROTECTION PROPOSED RIP RAP IQ STRAW BALE DITCH PROTECTION PROPOSED EROSION CONTROL MAT DETAIL # /SH. # DETAIL 02/C4.2 DETAIL 01 /C4.2 DETAIL 05/C4.2 DETAIL 04/C4.2 DETAIL 06/C4.2 DETAIL 01 /C4.3 DETAIL 03/C4.3 �V� 10 11 12 13 14 15 16 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) 11 REVISION RECORD 11 a C • • i 445�G S T ERGO •• i N° •� go PEl0300058 : STATE OF �4* SAO N A1- C . DATE: s ) 10 1 zoos DWN BY: DP CHKD. BY: ACH SCALE: 1 11 =40' DATE: 08 -10 -2005 R Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX -244 -1969 �.YtU!� w W W � Q U Q J w z z O Lu CL w� �zz � ham- ° W O j�: 0r.0 Oyu � 0 CL 0 :D 0 Lu w PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER 0 SHEET OF MI L K JI H' G F E CI A 2 3 ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A) Al INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS SEE SHEET C4.0 A2 11 "X17" PLAT OF BUILDING LOT NUMBERS/BOUNDARIES AND ROADS INCLUDED WITH SUBMITTAL A3 NATURE AND PURPOSE OF PROJECT COMMERCIAL RETAIL /OFFICE CENTER A4 PROJECT SITE VICINITY MAP SEE SHEET C0.0 A5 LEGAL DESCRIPTION OF PROJECT SITE LATTITUOE /LONGITUDE(WGS84 /NAD 83): 39.94745' N - 86.23906' W SEE SURVEY FOR LEGAL DESCRIPTION A6 LOTS AND PROPOSED SITE IMPROVEMENTS SEE SITE PLAN SHEET C2.0 A7 HYDROLOGIC UNIT CODE (14 DIGIT) HYDROLOGIC UNIT CODE: 051 20201 1 20080 A8 STATE OR FEDERAL WATER QUALITY PERMITS CONSTRUCTION IN A FLOODWAY (IONR): N/A 401 WATER QUALITY CERTIFICATION (IDEM): N/A SECTION 404 PERMIT (USACOE): N/A A9 POINTS OF STORMWATER DISCHARGE FROM SITE STORM WATER WILL DRAIN TO THE EXISTING WESTON POINTE STORM SYSTEM AND DETENTION PONDS. Al ADJACENT WETLANDS, LAKES AND WATERCOURSES NONE KNOWN All RECEIVING WATERS LONG BRANCH Al2 POTENTIAL DISCHARGES TO GROUND WATER NONE KNOWN Al FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES NOT LOCATED NEAR A FLOODPLAIN AREA. A14 PRE-CONSTRUCTION/POST-CONSTRUCTION PEAK DISCHARGE 4 15 25 -YEAR, PRE - DEVELOPED PEAK DISCHARGE = 11.1 CFS 25 -YEAR, POST - DEVELOPED PEAK DISCHARGE = 27.8 CFS A15 ADJACENT LAND USE MAINTENANCE NORTH - COMMERCIAL -10 -2005 SOUTH - COMMERCIAL STONE ENTRANCE EAST - RESIDENTIAL WEST - COMMERCIAL A16 CONSTRUCTION LIMITS TO CLEARING AND GRADING SEE EROSION CONTROL PLAN SHEET C4.0 WEEKLY, AFTER A17 EXISTING VEGETATIVE COVER EVENTS AND AS THE SITE IS CURRENTLY UNDEVELOPED. PRIOR A18 SOILS MAP AND SOIL DESCRIPTIONS TEMPORARY SEEDING EXISTING SOIL TYPES & DESCRIPTION CROSBY SILT LOAM - CrA AFTER MIAMI SILT LOAM - MmB2 PERMANENT SEEDING BROOKSTON SILTY CLAY LOAM - Or A19 PROPOSED STORMWATER SYSTEMS AFTER SEE GRADING PLAN SHEET C3.0 FOR MEASURES, LOCATIONS AND DETAILS A20 OFF -SITE CONSTRUCTION ACTIVITIES STORM THE STORMWATER DRAINAGE WILL DRAIN TO AN EXISTING STORM WATER DENENTION POND PREVIOUSLY MASTER PLANNED FOR THE SITE. A21 PROPOSED SOIL STOCKPILES WEEKLY, AFTER SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATION(S) A22 SITE TOPOGRAPHY AFTER SEE GRADING PLAN SHEET C1.0 STRAW BALES A23 FINAL SITE TOPOGRAPHY . STORM SEE GRADING PLAN SHEET C3.0 NEEDED EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THE MATERIALS AND SUBSTANCES LISTED BELOW ARE EXPECTED ON -SITE • PAINTS, THINNERS AND SOLVENTS ENSURE THAT CONTAINERS HAVE LIDS SO THAT THEY CAN BE COVERED BEFORE PERIODS OF RAIN, AND KEEP CONTAINERS IN DRY, COVERED AREA WHENEVER POSSIBLE. • BATTERIES STORE ONSITE IN DRY COVERED AREA AND DISPOSE OF PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH STATE, LOCAL AND FEDERAL REGULATIONS • AEROSOL SPRAY PRODUCTS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • ADHESIVES STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • BIOLOGICAL SOLID WASTE TRAP IN CONTAINERS, CLEANED REGULARLY, AND DISPOSED OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. SCHEDULE WASTE COLLECTION MORE FREQUENTLY TO PREVENT CONTAINERS FROM OVERFILLING. UNTREATED, RAW SEWAGE OR SEPTAGE SHOULD NEVER BE DISCHARGED OR BURIED ONSITE. 2 3 _..r 0 7 B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (continued from previous column) • REGULATED PCB MATERIAL STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • MOTOR OIL STORE PETROLEUM PRODUCTS FOR VEHICLES IN COVERED AREAS WITH LEAK -PROOF HEAVY DUTY PLASTIC LINER ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. MOTOR OIL SHOULD BE CHANGED IN A DESIGNATED AREA WITH A METAL CATCH PAN OF 4'X4'X8" MIN. AND PROPERLY DISPOSED OF. • ANTIFREEZE STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • FUEL STORE FUEL FOR VEHICLES IN COVERED AREAS WITH LEAK -PROOF HEAVY DUTY PLASTIC ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. • BRAKE FLUIDS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • HYDRAULIC FLUIDS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • RUBBLE- ASPHALT /CONCRETE DISPOSE OF IN PROPER CONTAINERS AND RECYCLE PER LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS. • LAND CLEARING DEBRIS RECYCLE APPROPRIATELY IN APPROPRIATELY MARKED CONTAINERS AND SCHEDULE REGULAR PICKUP BEFORE OVERFILLING OCCURS. • WASTE ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL TRASH AND NON- RECYCLABLE MATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT THROW TRASH ON GROUND OR BURY MATERIALS ON SITE. • UNUSED BUILDING MATERIALS ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL RECYCLABLE MATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT BURY MATERIALS ON SITE. • CONCRETE TRUCK WASHOUT CONCRETE WASHOUT AREAS SHOULD A BERMED, SELF CONTAINED AREA APPROXIMATELY 10'X10'X3' IN PLACE TO CONTAIN THE CONCRETE, BUT ALLOW THE WATER TO INFILTRATE THE GROUND. DRIED MATERIAL SHALL BE REMOVED AND DISPOSED OF PROPERLY. THE CONCRETE WASHOUT AREA SHALL BE LOCATED IN AN AREA WHERE FUTURE PAVEMENT WILL BE INSTALLED, BUT AWAY FROM STORMWATER STRUCTURES AND WATER BODIES. SEE DETAIL. • FERTILIZERS /PESTICIDES /DETERGENTS FERTILIZERS AND PESTICIDES WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TIME TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAG OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. THE ORIGINAL LABEL AND SAFETY INFORMATION WILL BE RETAINED. STORAGE AREAS SHALL BE BERMED TO CONTAIN SPILL FROM RU;- KING INTO GROUNDWATER OR STORM SYSTEM. 132 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION SEE ALSO CHART B2 /C2 BELOW INITIAL SET'_!P UPON COMPLETION OF THE INITIAL SITE INSPECTION AND BEFORE ANY VEGETATION IS REMOVED IFT70M THE SITE, THE EROSION CONTROL PLAN SHALL BE IMPLEMENTED. THE PLAN SS IALL BE CONTINUALLY MAINTENANCE AND UPDATED AS NEEDED. ALL EROSION CONTROL PRACTICES WILL BE INSTALLED UNDER THE GUIDANCE OF A PROFESSIONAL EXPERIENCED IN EROSION CONTROL. ALL OTHER NON- ENGINEERED EROSION CONTROL MEASURES INVOLVING VEGETATION WILL BE INSTALLED ACCORDING TO THE SPECIFICATIONS AND CRITERIA AS SET FORTH IN THIS EROSION CONTROL PLAN. EROSION CONTROL PRACTICES WILL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE PROJECT SITE AND MAINTAINED IN WORKING ORDER BY THE CONTRACTOR. • FLAG OR DENOTE ALL CONSTRUCTION LIMITS. • CALL FOR AN UNDERGROUND LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES. • NOTIFY S .'1:D AGENT AND IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK. • RETAIN EXISTING VEGETATION WHEREVER POSSIBLE. • IDENTIFY AND PROTECT ALL EXISTING VEGETATION DESIGNATED TO REMAIN. • INSTALL EROSION CONTROL MEASURES AND SILT FENCE. • INSTALL CONSTRUCTION ENTRANCE AND PROVIDE TEMPORARY SEEDING. • INSTALL TEMPORARY SEDIMENT BASIN AND EROSION CONTROL MAT. • INSTALL TEMPORARY SEEDING IN ALL PERMISSIBLE AREAS. • COMPLETE ROUGH GRADING AND SEED APPROPRIATE AREAS, INCLUDING SWALE. • COORINATE BUILDING CONSTRUCTION WITH OTHER DEVELOPMENT ACTIVITIES SO THAT ALL WORK CAN TAKE PLACE IN AN ORDERLY MANNER AND ON SCHEDULE. • POST A NOTICE OF THE PROJECT IN A PUBLICLY ACCESSIBLE LOCATION NEAR THE PROJECT FIELD OFFICE. THE NOTICE WILL INCLUDE A COPY OF THE COMPLETED NOI LETTER, THE NPSES PERMIT NUMBER, AND NAME, COMPANY NAME, AND TELEPHONE NUMBER OF PROJECT CONTACT PERSON. • INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS, GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORS WITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER RULE 5, AND THE CONDITIONS AND STANDARDS OF THIS EROSION CONTROL PLAN, SCHEDULE FOR IMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN REPORT. • ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. • LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. • THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. • SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. • WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. • SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. • SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. • IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. • ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON -SITE. 5 0 7 W Ire CONSTRUCTION • BEGIN TOPSOIL REMOVAL. • ALL STOCKPILED TOPSOIL TO BE SALVAGED SHALL BE PERIMETER PROTECTED. RUNOFF FROM STOCKPILES WILL BE FILTERED THROUGH SILT FENCES AND /OR STRAW BALES. STOCKPILES SHALL NOT INTERFERE WITH NATURAL DRAINAGE. THE STOCKPILES SHALL BE REDISTRIBUTED OVER THE SITE AND FINAL GRADED IMMEDIATELY PRIOR TO SEEDING. • INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH MECHANISM AS REQUIRED. • IMPLEMENT SELF - MONITORING PROGRAM. • BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY SEED ALL DISTURBED AREAS). • START BUILDING CONSTRUCTION. • INSTALL STORM AND SANITARY FACILITIES. • INSTALL INLET PROTECTION AS `.NORM INLETS ARE COMPLETED. • COMPLETE PARKING LOTS, ROADWAYS AND CURBS. • COMPLETE BUILDING. • FINAL GRADE. AND LANDSCAPING. • ALL AREAS WHICH CAN BE REGRADED TO A FINAL STATE SHALL BE REVEGETATED WITH AN APPROVED SEED MIXTURE AND FERTILIZED AT THE RATES INDICATED AS PER THE SEED CHART (DETAIL 05, SHEET C4.1). • AFTER CONSTRUCTION AND FINAL GRADING, LANDSCAPE AND PERMANENTLY STABILIZE ALL DISTURBED SITES, INCLUDING BORROW AND DISPOSAL AREAS. ALSO REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES AND ANY UNSTABLE SEDIMENT AROUND THEM, AND VEGETATE THOSE AREAS. B3 CONSTRUCTION ENTRANCE LOCATION SEE EROSION CONTROL PLAID SHEET C4.0 FOR LOCATION; SEE DETAIL SHEET C4.2 B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS SILT FENCE, TEMPORARY AND PERMANENT SEEDING, TEMPORARY SEDIMENT BASIN; SEE PLAN SHEET C4.0 FOR LOCATIONS; SEE DETAILS ON SHEET C4.2 B5 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS TEMPORARY SEDIMENT BASIN, EROSION CONTROL MAT, AND TEMPORARY SEEDING SEE EROSION CONTROL PLAN SHEET C4.0 AND DETAILS ON C4.2 B6 INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS INLETS WILL BE PROTECTED WITH DANDY BAG INLET PROTECTION. B7 RUNOFF CONTROL MEASURES SILT FENCE, SEEDING, AND DANDY BAG INLET CONTROLS ARE PROPOSED. B8 STORM WATER OUTLET PROTECTION SPECIFICATIONS THE PROPOSED SITE WILL TIE INTO THE EXISTING STORM SYSTEM. INLET PROTECTIONS ARE FROPOSED. B9 GRADE STABILIZATION STRUCTURES EROSION CONTROL MATS; SEE PLAN SHEET C4.0 B10 CONSTRUCTION DETAILS FOR STORMWATER MEASURES SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATIONS AND DETAIL SHEET C4.2 B11 TEMPORARY SURFACE STABILIZATION METHODS 1. TEMPORARY SEEDING SHALL UTILIZE SEED SPECIES, APPLICATION RATES, AND DATES SET FORTH IN THE CHARTS DETAIL 05/C4.2. 2. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 15 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY THE ENGINEER. 3. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHE,� TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. B12 PERMANENT SURFACE STABILIZATION METHODS 1. AT THE PROPER TIME, WITH APPROVAL FROM THE OWNER, AND ONLY AFTER NOTIFYING THE SWCD AGENT, THE CONTRACTOR SHALL DISMANTLE THE REMAINING EROSION CONTROL ELEMENTS ONLY AS REQUIRED TO FINISH ALL GRADING. CONTRACTOR SHALL NOTIFY THE SWCD IN ADVANCE AND ARRANGE FOR THE LANDSCAPING CONTRACTOR TO FOLLOW UP IMMEDIATELY WITH REVEGETATION OF THE REMAINING AREAS. 2. CONTRACTOR SHALL REMOVE ANY UNSUITABLE N ATERIAL FROM THE SITE LEFT FROM THE EROSION CONTROL MEASURES. 3. ANY BARE OISTRUBED AREAS WILL BE GRADED, SEEDED AND MULCHED OR OTHERWISE REVEGETATED OR STABILIZED, AS PER THE EROSION CONTRL PLAN. PERMANENT SEEDING WILL BE ACCORDING TO THE SEED SPECIES, RATES AND DATES SHOWN IN THE CHARTS OF DETAIL 04 SHEET C4.2. 4. FINAL STABILIZATION WILL BE CONSIDERED ACHIEVED WHEN PERENNIAL VEGETATIVE COVER HAS A DENSITY OF SEVENTY PERCENT (70 %) ON ALL UNPAVED AREAS OR AN EQUIVALENT PERMANENT STABILIZATION MEASURE HAS BEEN UTILIZED. IMPLEMENTATION AND MAINTENANCE WILL BE ACCORDING TO SECTIONS C2 AND C5 BELOW. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN 1. THE PROPER MANAGEMENT AND DISPOSAL OF WASTES SHOULD BE PRACTICED ON SITE AT ALL TIMES TO REDUCE POLLUTION STORM WATER RUNOFF. HAZARDOUS WASTE SHOULD ALWAYS BE DISPOSED OF THROUGHA DESIGNATED HAZARDOUS WASTE MANAGEMENT OR RECYCLING FACILITY. HAZARDOUS WASTE SHOULD NOT BE DISPOSED OF WITH ORDINARY GARBAGE, OR POURED INTO THE SANITARY SEWER SYSTEM OR ONTO THE GROUND. 2. DESIGNATE A WASTE COLLECTION AREA ON -SITE THAT DOES NOT RECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY INTO A WATER BODY. 3. KEEP PRODUCTS IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE- SEALABLE, THEN ORIGINAL LABEL AND MATERIAL SAFETY DATA WILL BE RETAINED. IF A PRODUCT DOES NOT HAVE ITS ORIGINAL LABEL, LABEL IT YOURSELF IF YOU ARE SURE OF CONTENTS. MAKE SURE PRODUCTS ARE PROPERLY SEALED TO PREVENT LEAKS AND SPILLS AND STORED IN A WEATHER .PROOF SELF CONTAINED AREA AWAY FROM HEAT, SPARKS AND FLAMES. 4. A PROGRAM FOR RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR FROM THE PROJECT SITE SHALL BE ESTABLISHED. ALL RECYCLING CONTAINERS WILL BE CLEARLY LABELED. 5. ALL CONSTRUCTION ACTIVITIES TO BE MONITORED AND MAINTAINED BY THE CONTRACTOR. AS EACH NEW SUB - CONTRACTOR COMES ON -SITE, THE CONTRACTOR WILL CONDUCT AND DOCUMENT A MEETING TO ENSURE AWARENESS OF THE POLLUTANT PREVENTION PROGRAM. GUIDELINES FOR PROPER HANDLING, STORAGE AND DISPOSAL OF CONSTRUCTION SITE WASTES SHOULD BE POSTED IN STORAGE AND USE AREAS AND WORKERS SHOULD BE TRAINED IN THESE PRACTICES TO ENSURE EVERYONE IS KNOWLEDGEABLE ENOUGH TO PARTICIPATE. 6. IN AN EMERGENCY, THE CONTRACTOR WILL CALL 911. IN THE EVENT OF A SPILL THAT POSES NO IMMEDIATE THREAT, THE CONTRACTOR WILL CONTACT THE CARMEL FIRE DEPARTMENT AT (317)571 -2600 AND IDEM EMERGENCY RESPONSE AT (888) 233 -7745 WITHIN 24 HOURS OF THE SPILL. EMERGENCY PHONE NUMBERS AND PROCEDURES SHALL BE PROMINATELY DISPLAYED AT THE WORK SITE WHERE SPILLS MAY OCCUR, SUCH AS STAGING /REFUELING AREAS. 7. CLEAN UP SPILLS IMMEDIATELY. FOR HAZARDOUS MATERIALS FOLLOW CLEANUP INSTRUCTIONS ON THE PACKAGE. USE ABSORBENT MATERIAL SUCH AS SAWDUST OR KITTY LITTER TO CONTAIN THE SPILL. PROPER SAFETY MATERIALS SHOULD BE STORED ON SITE IN CASE OF ACCIDENT OR SPILL WHICH SHOULD INCLUDE BUT NOT LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THAT PURPOSE. SPILL AREAS SHOULD BE WELL VENTILATED. O 12 13 14 S. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND SCHEDULE MORE FREQUENT PICKUPS FOR RECYCLABLES AND GARBAGE. COLLECT, REMOVE, AND DISPOSE OR ALL CONSTRUCTION SITE WASTES AT AUTHORIZED DISPOSAL AREAS. CONTACT LOCAL ENVIRONMENTAL AGENCY TO IDENTIFY DISPOSAL SITES OR AUTHORIZED CONTRACTORS. �• CONSTRUCTION VEHICLES SHOULD BE INSPECTED FOR LEAKS DAILY AND REPAIRED IMMEDIATELY IN A SELF CONTAINED AREA DESIGNATED FOR VEHICLE MAINTENANCE AND REPAIR. THE VEHICLE MAINTENANCE AREA SHOULD BE CONDUCTED ON AN AREA THAT IS TO BECOME FUTURE PAVEMENT. THIS AREA WILL BE DESIGNED TO MINIMIZE CONTACT BETWEEN EQUIPMENT ACTIVITIES AND RAINFALL OR RUNOFF. SPILLS MUST BE CLEANED UP AND MATERIALS DISPOSED OF IMMEDIATELY. 10.CONTAINERS OR EQUIPMENT THAT MAY MALFUNCTION AND CAUSE LEAKS OR SPILLS SHOULD BE IDENTIFIED THROUGH REGULAR INSPECTION AND STORAGE OF USE AREAS. EQUIPMENT AND CONTAINERS SHOULD BE INSPECTED REGULARLY FOR LEAKS, CORROSION, SUPPORT OR FOUNDATION FAILURE, OR ANY OTHER SIGNS OF DETERIORATION AND SHOULD BE TESTED FOR SOUNDNESS. ANY FOUND TO BE DEFECTIVE SHOULD BE REPAIRED OR REPLACED IMMEDIATELY. B14 MONITORING AND MAINTENANCE GUIDELINES A TRAINED INDIVIDUAL SHALL PERFORM A, WRITTEN EVALUATION OF THE PROJECT SITE: • BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH 1/2 STORM EVENT; AND • A MINIMUM OF ONE (1) TIME PER WEEK. THE EVALUATION WILL: • ADDRESS THE MAINTENANCE OF EXISTING EROSION CONTROL MEASURES TO ENSURE PROPER FUNCTIONING; AND • IDENTIFY ANY ADDITIONAL MEASURES NECESSARY TO MEET THE REQUIREMENTS OF THE EROSION CONTROL PLAN. WRITTEN EVALUATION REPORTS INCLUDE: • THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; • THE DATE OF THE EVALUATION; • PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND • DETAILS OR CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED. ALL WRITTEN EVALUATION REPORTS FOR THE PROJECT SITE WILL BE MAINTAINED BY THE CONSTRUCTION SUPERINTENDENT THROUGHOUT THE TERM OF THE PROJECT CONSTRUCTION AND MADE AVAILABLE TO THE SWCD OR OTHER INSPECTING AUTHORITY WITHIN 48 HOURS OF A REQUEST. MAINTENANCE OF SPECIFIC EROSION CONTROL MEASURES SHALL BE ACCORDING TO THE FOLLOWING: SEEDING OF DISTURBED AREAS 1. DISTURBED AREAS WILL BE SEEDED AND MULCHED FOR TEMPORARY OR PERMANENT STABILIZATION AS PHASES OF THE PROJECT CONSTRUCTION ARE COMPLETED. 2. UN- VEGETATED AREAS SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) DAYS OR MORE WILL BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL. 3. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SILT FENCE MAINTENANCE REQUIREMENTS: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. STORM WATER BASIN MAINTENANCE REQUIREMENTS: 1. INSPECT THE STORM WATER BASIN AFTER EACH STORM EVENT. IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. THE NECESSITY FOR SEDIMENT REMOVAL WILL BE DETERMINED AFTER EACH EVENT. 3. REPLACE /REPAIR OUTLET RIPRAP AS REQUIRED AFTER EACH EVENT. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 815 EROISION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS SEE DETAIL 02/C4.3 15 OR EROSION CONTROL PLAN POST- CONSTRUCTION COMPONENT (Section C C1 POTENTIAL POLLUTANT SOURCES FROM PROPOSED LAND USE THE GREATEST AMOUNT OF POST CONSTRUCTION POLLUTANTS EXPECTED FROM THIS PROJECT WILL COME FROM THE VEHICLES THAT UTILIZE THE SITE. POTENTIAL POLLUTANTS FROM VEHICLES INCLUDE: GREASE, OIL, GASOLINE, DIESEL, ANTIFREEZE, BRAKE FLUID, METALS, RUBBER FRAGMENTS AND OTHER HYDROCARBONS. ALSO SAND AND GRAVEL FROM ROADWAY SURFACES AND ROAD WEATHER TREATMENTS ARE ASSUMED. BACTERIA AND OTHER BIOLOGICAL AGENTS FROM DUMPSTER AREAS AND LITTERING ARE ALSO CONSIDERED POTENTIAL POLLUTANTS. FINAL LANDSCAPING AND SEEDING WILL BE DONE AFTER FINAL GRADING. WEEKLY PARKING LOT CLEANING AND DAILY LITTER CLEAN UP WILL BE PERFORMED. FERTILIZING WILL BE MINIMAL SINCE THERE IS VERY LITTLE TURF ON THE SITE. THE EXTENSIVE LANDSCAPE PLANTINGS WERE CHOSEN FOR THE LOW DEPENDENCY UPON FERTILIZERS AND PESTICIDES. THEY ALSO REQUIRE VERY LITTLE IRRIGATION SO TO MINIMIZE THE FERTILIZER AND PESTICIDE RUNOFF FROM THE SITE. C2 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION SEE 'EROSION CONTROL SCHEDULE' CHART BELOW. C3 PROPOSED STORMWATER QUALITY MEASURES THE PROPOSED SITE IS PART OF A PREVIOUSLY APPROVED STORM WATER DETENTION SYSTEM FOR WESTFIELD MARKETPLACE. C4 CONSTRUCTION DETAILS AND SPECIFICATIONS SEE DETAIL SHEET C4.1 C5 MAINTENANCE GUIDELINES FOR STORMWATER MEASURES SEE 814 ABOVE AND CHART BELOW. ESTIMATED START: SEPTEMBER 1, 2005 ESTIMATED COMPLETION OF SITE DEVELOPMENT: OCTOBER 31, 2006 CONTACT PERSON: AARON HURT CIVIL DESIGNS, LLP 2415 DIRECTORS ROW, SUITE E INDIANAPOLIS, INDIANA 46241 (317) 244 -1968 THE FOLLOWING ARE THE CONTACTS IN THE EVENT THAT A SPILL OCCURS. INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 100 SENATE AVENUE INDIANAPOLIS, IN 46207 -7060 (317) 232 -8706 C5 EROSION CONTROL SCHEDULE POST CONSTRUCTION MEASURE B2 EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE INSTALLATION SEQUENCE MAINTENANCE - WATERING ONCE ESTABLISHED & THROUGH DROUGHT TIMES -10 -2005 INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY SEEDING WATER AS NEEDED • DISCING OR AERATION AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED C5 EROSION CONTROL SCHEDULE POST CONSTRUCTION MEASURE MAINTENANCE /MONITORING ACTIVITY SCHEDULE INSTALLATION SEQUENCE PERMANENT SEEDING - WATERING ONCE ESTABLISHED & THROUGH DROUGHT TIMES -10 -2005 AFTER FINAL GRADING • MOWING AND LITTER DEBRIS REMOVAL • STABILIZATION OF ERODED SLOPES ANNUAL OR • NUTRIENT AND PESTICIDE USE MANAGEMENT AS NEEDED • DETHATCHING AND REMOVAL of THATCHING • DISCING OR AERATION • SEEDING /SODDING TO RESTORE GROUND COVER 5 -YEAR CYCLE (USE PROPER EROSION AND SEDIMENT CONTROL) NTS O NTS NTS ( IN FEET ) 1 inch = NTS ft. (ASSUMED NORTH) REVISION RECORD 0 0 0 �%* ON C • y • N PE10300058 STATE OF �i �0 • ��O I ANP. � � S10 N A�_ � NNE, DATE: a 10 Zoos DWN BY: DEB CHKD. BY: ACH SCALE: NTS DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX- 244 -1969 r l. ��V� 1 p 1 1 12 13 14 15 16 I ' www.civiI- designs.corn LI K JI II HI G1 F El D c B 2 3 4 DANDY BAG Installation and Maintenance Guidelines Installation: The empty Dandy Bag ® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag ® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO CLOSURE GRATE LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE i i��rmv�emxRmp�em�rr.vrlc� MOVMMf.I I GRATE -) ILL - III -III D III STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT /--DANDY BAG® STORM INLET INSERT o4 NOT TO SCALE C4.2 NON WOVEN GEOTEXTILE SPACE POSTS PER FABRIC RECOMMENDATIONS �/. FILTER FABRIC / WOOD POST FLOW / NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL \ \ SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED \X LOADS. \/ FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC C14 CONSISTING OF STRONG, ROT RESISTANT, EXTEND FABRIC \� \ \\ \ \\ MATERIALS RESISTANT TO DETERIORATION FROM TO 4" BELOW /�/ // / ULTRAVIOLET AND HEAT EXPOSURE. SURFACE SILT FENCE CONSTRUCTION 6 5 NOT TO SCALE C4.2 Varies PLAN Varies 2' 12" Min. 5' Max Depth rl: � ELEVATION TEMPORARY SEDIMENT BASIN o7 NOT TO SCALE C4.2 Ditch 6 7 8 9 ^� FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) C-,RAVFI_ CONSTRUCTION ACCESS DRIVE /01 NOT TO SCALE c;� 10' -0' FABRIC wv. a MA Dnw I vlvE PLAN VIEW 0 I� 0 s NO. 8 WASHED STONE FILTER FABRIC 4' -6" MIN. \ CROSS SECTION A CONCRETE (MASONRY) CLEANOUT o3 NOT TO SCALE C4.2 0 i� ;AND BAGS STACKED P� SAND BAGS TO BE SAND BAGS PRESSED AGAINST STRUCTURE AND GROUND TO CREATE SUFFICIENT SEAL COMPACTED SOIL TO PREVENT PIPING \ !1� Q a \� \ \/� STRUCTURE o <1 NOTES: 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. SECTION STORM INLET SAND os BAG PROTECTION c4.2 I- 0TLC--S-CALF. 14 5 16 17 1 2 3 0 10 112 13 14 g V� 10 www.civil- designs.com MULCHES MATERIAL REQUIREMENTS RATE PER ACRE INSTALLATION/USES MAR APR . DRY, UNCHOPPED, UNWEATHERED, FREE OF WEEDS 1'1/2 -Z -1/2 TON SPREAD BY HAND MACHINE 1.5 -2.0 INCHES DEEEE P; MUST ORGANIC MULCHES STRAW IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL NOV SEEDS, DEBRIS AND ROT. * -004"1 MEN WOOD FIBER, WOOD • DOUBLE THE APPLICATION RATE FOR EROSION CONTR L1 -2 TONS USE WITH POWER MULCHER OR COVER SEED 1 " DEEP CELLULOSE, RECYCLED ON CRITICAL AREAS. HYDROSEEDER; MAY BE USED TO TACK 1 LB. 40 LB. COVER SEED 1/4" DEEP 5 .12 STRAW ON STEEP SLOPES. o NEWSPRINT, BONDED FIBER 3. KENTUCKY BLLcRASS 00 NOT USE IN HOT DRY WEATHER. .4 MATRIX Fam 1 I-- w W CREEPING RED FESCUE 1 WOOD CHIPS • AIR DRY, ADD NITROGEN FERTILIZER- 10 -20 TONS APPLY WITH BLOWER, CHIP HANDLER 20 -25 LBS. OF OF N/TON OF MULCH 4. TALL FESCUE OR BY HAND; NOT FOR FINE TURF AREAS .4 5.8 -7.5 2 1 OR MOWED AREAS. GOOD AROUND �/. FILTER FABRIC / WOOD POST FLOW / NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL \ \ SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED \X LOADS. \/ FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC C14 CONSISTING OF STRONG, ROT RESISTANT, EXTEND FABRIC \� \ \\ \ \\ MATERIALS RESISTANT TO DETERIORATION FROM TO 4" BELOW /�/ // / ULTRAVIOLET AND HEAT EXPOSURE. SURFACE SILT FENCE CONSTRUCTION 6 5 NOT TO SCALE C4.2 Varies PLAN Varies 2' 12" Min. 5' Max Depth rl: � ELEVATION TEMPORARY SEDIMENT BASIN o7 NOT TO SCALE C4.2 Ditch 6 7 8 9 ^� FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) C-,RAVFI_ CONSTRUCTION ACCESS DRIVE /01 NOT TO SCALE c;� 10' -0' FABRIC wv. a MA Dnw I vlvE PLAN VIEW 0 I� 0 s NO. 8 WASHED STONE FILTER FABRIC 4' -6" MIN. \ CROSS SECTION A CONCRETE (MASONRY) CLEANOUT o3 NOT TO SCALE C4.2 0 i� ;AND BAGS STACKED P� SAND BAGS TO BE SAND BAGS PRESSED AGAINST STRUCTURE AND GROUND TO CREATE SUFFICIENT SEAL COMPACTED SOIL TO PREVENT PIPING \ !1� Q a \� \ \/� STRUCTURE o <1 NOTES: 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. SECTION STORM INLET SAND os BAG PROTECTION c4.2 I- 0TLC--S-CALF. 14 5 16 17 1 2 3 0 10 112 13 14 g V� 10 www.civil- designs.com MULCHES MATERIAL REQUIREMENTS RATE PER ACRE INSTALLATION/USES MAR APR . DRY, UNCHOPPED, UNWEATHERED, FREE OF WEEDS 1'1/2 -Z -1/2 TON SPREAD BY HAND MACHINE 1.5 -2.0 INCHES DEEEE P; MUST ORGANIC MULCHES STRAW IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL NOV SEEDS, DEBRIS AND ROT. * BE TACKED OR TIED DOWN MEN WOOD FIBER, WOOD • DOUBLE THE APPLICATION RATE FOR EROSION CONTR L1 -2 TONS USE WITH POWER MULCHER OR COVER SEED 1 " DEEP CELLULOSE, RECYCLED ON CRITICAL AREAS. HYDROSEEDER; MAY BE USED TO TACK 1 LB. 40 LB. COVER SEED 1/4" DEEP 5 .12 STRAW ON STEEP SLOPES. o NEWSPRINT, BONDED FIBER 3. KENTUCKY BLLcRASS 00 NOT USE IN HOT DRY WEATHER. .4 MATRIX Fam 1 I-- w W CREEPING RED FESCUE 1 WOOD CHIPS • AIR DRY, ADD NITROGEN FERTILIZER- 10 -20 TONS APPLY WITH BLOWER, CHIP HANDLER 20 -25 LBS. OF OF N/TON OF MULCH 4. TALL FESCUE OR BY HAND; NOT FOR FINE TURF AREAS .4 5.8 -7.5 2 1 OR MOWED AREAS. GOOD AROUND KENTUCKY BLUEGRASS 25 .6 w TREES AND SHRUBS. �- BARK AIR DRY, SHREDDED, OR HAMMERMILLED. 35 CY APPLY WITH BLOWER, CHIP HANDLER 5.5 -8.3 2 ADD NITORGEN-20-25 LBS OF N/TON OF MULCH CONDITION OR BY HAND; 00 NOT USE ASPHALT TACK 10 .25 X °w Z� NOT FOR MOWED AREAS. GOOD AROUND Q LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 TREES AND SHRUBS. 5.8 -7.5 2 UNIFORM NATURAL OR SYNTHETIC SETTING COVER AREA WITHSTANDS WATER FLOW. ANCHORING REQUIRED. FOLLOW MANUFACTURER'S NETS, MATS, AND NETTING ROVING U- Z USE WITH OR WITHOUT ORGANIC MULCH a 7. PERENNIAL RYEGRASS 170 4.0 DEPENDING ON PRODUCT. 1 RECOMMENDATIONS. 1 TURF TYPE USE WITHOUT ADDITIONAL MULCH COVER AREA SUITABLE FOR STEEP AREAS AND AREAS 20 -25 EROSION CONTROL 7 -21 8. TALL FESCUE FOR CONCENTRATED WATER FLOW. 4.0 MATS /BLANKETS 2 1 MUST BE ANCHORED WITH GOOD SOIL BLANKET CONTACT. FOLLOW MANUFACTURERS RECOMMENDATIONS. • BIODEGRADABLE POWDERS, WATER DISPERSIBLE. FOLLOW MANUFACTURERS USE TO HOLD MULCH ON STEEP SLOPES, WET AREAS, WITHSTAND WINDY TACKIFIERS MULCH TACKIFIER MANY COMMERCIAL PRODUCTS SPECIFICATIONS CONDITIONS. USE WITH SUITABLE SPRAY EQUIPMENT PER MANUFACTURERS 2 1 2 1 RECOMMENDATIONS. 1 MED. USE FOR TEMPORARY SOIL STABILIZATION FOLLOW MANUFACTURERS NOT BENEFICIAL TO PLANT GROWTH. DO NOT ATTEMPT TO SEED /MULCH OVER SOIL BINDERS CHEMICAL STABILIZERS MANY COMMERCIAL PRODUCTS POA PROTINSIS SPECIFICATIONS SOIL BINDER. • ANCHOR STRAW OR WOOD CELLULOSE MULCH BY ONE OF THE FOLLOWING METHODS: • CRIMP WITH A WEIGHTED, STRAIGHT, NOTCHED DISC OR A MULCH ANCHORING TOOL TO PUNCH THE STRAW INTO THE SOIL. TEMPORARY SEEDING DATES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC i r / NMI WHEAT I OR RYE - q llflm�llll i OATS �, i ; r r M� ✓ ! !. !� r i,ci k L ANNUAL RYEGRASS * NOT NECESSARY WHERE MULCH IS APPLIED. • TACK WITH A LIQUID TACKIFIER DESIGNED TO HOLD MULCH IN PLACE. USE SUITABLE SPRAY EQUIPMENT AND FOLLOW MANUFACTURER'S RECOMMENDATIONS. • COVER WITH NE'TTING, USING A DEGRADABLE NATURAL OR SYNTHETIC MESH TO HOLD MULCH MATERIALS IN MORE EROSIVE AREAS. THE NETTING SHOULD BE ANCHORED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. PERMANENT SEEDING DATES NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** JAN OPTIMAL PLANTING SEASON. MAR APR MAY TYPE OF SEED 1000 SQ. FT. ACRE DORMANT TEMPORARY SEEDING SEASON. =EP IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL NOV EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. * LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS MEN IF MULCH IS APPLIED. ** INCREASE SEEDING APPLICATION BY 50 %. * NOT NECESSARY WHERE MULCH IS APPLIED. • TACK WITH A LIQUID TACKIFIER DESIGNED TO HOLD MULCH IN PLACE. USE SUITABLE SPRAY EQUIPMENT AND FOLLOW MANUFACTURER'S RECOMMENDATIONS. • COVER WITH NE'TTING, USING A DEGRADABLE NATURAL OR SYNTHETIC MESH TO HOLD MULCH MATERIALS IN MORE EROSIVE AREAS. THE NETTING SHOULD BE ANCHORED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. PERMANENT SEEDING DATES NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** JAN TEMPORARY SEEDINGS MAR APR MAY TYPE OF SEED 1000 SQ. FT. ACRE REMARKS =EP OCT NOV WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1 " TO 1 1/2" DEEP MEN 2 1 SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1 " DEEP .6 5.5 -8.3 ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. • TACK WITH A LIQUID TACKIFIER DESIGNED TO HOLD MULCH IN PLACE. USE SUITABLE SPRAY EQUIPMENT AND FOLLOW MANUFACTURER'S RECOMMENDATIONS. • COVER WITH NE'TTING, USING A DEGRADABLE NATURAL OR SYNTHETIC MESH TO HOLD MULCH MATERIALS IN MORE EROSIVE AREAS. THE NETTING SHOULD BE ANCHORED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. PERMANENT SEEDING DATES NON- IRRIGATED* IRRIGATED DORMANT SEEDING ** JAN F EB MAR APR MAY JUN JUL AUG =EP OCT NOV DEC 35 .8 MEN 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 1 RED CLOVER 5 .12 o cn w 3. KENTUCKY BLLcRASS 15 .4 5.8 -7.5 Fam 1 I-- w W CREEPING RED FESCUE 1 15 1 .4 O STEEP BANKS AND CUTS 4. TALL FESCUE PERMANENT SEEDING AND TOLERANCE CHART SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY 1 inch = NTS ft. LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 1 RED CLOVER 5 .12 o cn w 3. KENTUCKY BLLcRASS 15 .4 5.8 -7.5 2 1 I-- w W CREEPING RED FESCUE 1 15 1 .4 O STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 w WrI �- _3(n 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 CONDITION EMERALD CROWNVETCH ** 10 .25 X °w Z� p `J Q LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 SPRAY CREEPING RED FESCUE 40 .9 i-- P U- Z _ a 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1 1 1 TURF TYPE 1 MED. 1 20 -25 12 -18 7 -21 8. TALL FESCUE 170 4.0 5.5 -8.3 2 1 2 * 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT. RANKING: SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE SEEDBED PREPARATION '.DING APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER PERMANENT SEED MIXTURE CHA%.NMITTED WHILE CONSIDERING BEST SEEDING GATES. 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO IF PERMANENT SEEDING IS NOT USE TEMPORARY SEEDING TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES SEED TOLERANCE CHART. WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING DETAIL o1 NOT TO SCALE C4.2 12 13 14 15 16 NTS 0 NTS NTS DEB CHKD. BY: w 1 inch = NTS ft. (ASSUMED NORTH) DATE: 08 -10 -2005 J v U D ca Z <CZZ J o cn w Cy. °z � z O- Z_ N I-- w W ... U O �\ Ld V) W ^ w N SOIL w WrI �- _3(n W wZ Z_ o �i �° SOIL W CONDITION Q O _j X °w Z� p `J Q W TOLERANCE WET NORM DRY GEN. SOIL SPRAY v 1- 0 U P i-- P U- Z _ a :> = w P CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 S FESTUCA RUBRA KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED. 1 20 -35 12 -18 10 -20 MT POA PROTINSIS TALL FESCUE 2 1 1 1 1 1 LOW 1 24 -35 24 -36 5 -14 T FESTUCA L. ARUNDINACEA PERENNIAL RYEGRASS 2 1 2 - 1 2 MED. 2 15 -20 12 -18 5 -10 MT LOLLUM PERENNE HIGH CROWNVETCH _ 1 1 2 - - LOW 1 5 -10 24 14 -21 T CORONILLA VARLA RED CLOVER - 1 _ 2 _ - MED. 1 7 -10 18 5 -10 S S TRIFOLIUM PROTENSE RANKING: SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE SEEDBED PREPARATION '.DING APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER PERMANENT SEED MIXTURE CHA%.NMITTED WHILE CONSIDERING BEST SEEDING GATES. 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO IF PERMANENT SEEDING IS NOT USE TEMPORARY SEEDING TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES SEED TOLERANCE CHART. WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING DETAIL o1 NOT TO SCALE C4.2 12 13 14 15 16 NTS 0 NTS NTS DEB CHKD. BY: ( IN FEET ) 1 inch = NTS ft. (ASSUMED NORTH) REVISION RECORD O I .�` ON C. y '4. ♦ ♦, Q' • • x,15 TF%� •. 'Q ��i s ' N • • PE10300058 STATE OF iii 'PD•'• �NDI ANP.• r�� ♦� � - #O j SS/ONALE! G\C> , TE: b 10 -zoos DWN BY: DEB CHKD. BY: ACH SCALE: NTS DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX-244-1969 W � J U D <CZZ J w °a O Cy. °z � z O- � I-- w W O Oyu N d" o o = o W W PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET OF L i� J H Le F E x C A. 2 13 DITCH EROSION CONTROL o1 NOT TO SCALE C4.3 4 !r NOTE: DRIVE 2 X 2 STAKES OR #4 REBAR THROUGH THE BALES AND INTO THE GROUND 1 1/2 TO 2 FEET FOR ANCHORAGE. INSPECT THE BALE CHECK DAM AND PROVIDE NECESSARY MAINTENANCE FOLLOWING EACH STORM PERIOD. IT IS IMPORTANT TO ASSURE THAT LOOSE STRAW DOES NOT ENTER STORM DRAIN FACILITIES. REMOVE THE BALES AND STAKES ONCE PERMANENT DRAINAGE AND STABILIZATION IS RE- ESTABLISHED AND ALL CONSTRUCTION IS COMPLETED ON —SITE. C' 1-1 uj W 7 u O C BEEHIVE ACH x (SILT FENCE SILT FENCE U) DROP INLET) 6 7 SILT FENCE C -- CONST- RUC-TION —LIMIT — J Z :`NSY I Z A 010 A 8 O GRAVEL CONSTRUCTION ENTRANCE STRAW BALE v SAW BALES PRIOR TO TR CHECK DAM O A C (TYPICAL) ACH x 1 2 W U) 5 6 7 x C C � p J Z Z A 010 A 8 O A C x ACH x 1 2 W 4 5 6 7 x C C O B C A A 8 O L CONST_R_U_CT_M1'sMI`JIITS� SAW BALES PRIOR TO TR PLACEMENT OF PAVEMENT; SILT FENCE SAND BAGS AFTER PAVEMENT (TYP.) A C x ACH x 1 2 3 4 5 6 7 INDIVIDUAL COMMERCIAL BUILDING LOT EROSION CONTROL o2 NOT TO SCALE C4.3 rel 10 CD A x x 12 13 B �1-1 / -2 "'`� 3' 1 1/2-" I F - — x C x ACH x B x -2005 x V �a- ®m 14 C 15 x C x ACH x B x -2005 x x C 1 STAPLE PER SQ. YD. 1— 1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPI „� nrr►,unrn - -- - - - -— DUE TO 300 275 250 225 200 SLOPE 175 LENGTH 150 FT- 125 100 75 50 25 NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 4:1 3:1 2:1 1:1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE SLOPE GRADIENT DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATi ERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL o3 NOT TO SCALE C4.3 In NTS 0 NTS NTS { IN FEET ) 1 inch = NTS ft. (ASSUMED NORTH) REVISION RECORD O O N C • e� � • 0000.. (/ �i Q' .•'G�STFR •. 'Q� � N : PE10300058 : STATE OF �O !Np I ANA . ��,�,,� i A' 100064- �SS/O N A�- ' �,� � ���►111111� DATE: $ Ito -zoos DWN BY: C CHKD. BY: ACH SCALE: B DATE: 08 -10 -2005 C C B C A A 8 B NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 4:1 3:1 2:1 1:1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE SLOPE GRADIENT DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATi ERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL o3 NOT TO SCALE C4.3 In NTS 0 NTS NTS { IN FEET ) 1 inch = NTS ft. (ASSUMED NORTH) REVISION RECORD O O N C • e� � • 0000.. (/ �i Q' .•'G�STFR •. 'Q� � N : PE10300058 : STATE OF �O !Np I ANA . ��,�,,� i A' 100064- �SS/O N A�- ' �,� � ���►111111� DATE: $ Ito -zoos DWN BY: DEB CHKD. BY: ACH SCALE: NTS DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX- 244 -1969 oft 9 _ ,,.a 10 1 1 12 13 14 15 16 I www.civil- designs.com I LI A JI HI G F E a C 1:l A 1 12 ' 3 14 L5 16 7 18 _19 �,�'" 110 1 1 1 112 13 114 115 116 T A41F•!® �Q a ®OfTliC @6RrC'Ri.Ell['!R]S[ iL4'•R! ! . r! ```� V 24' ROLL `1 cuRB ; <b PROPOSED SAN__MANHOLE No. 1 / _ \\ \gyp �,/ / / 1n - - -- - _ _ FIRE HYDRANT TTRS - 907:00___ 1 _ - - - - __ ---- , \\` \� , ,� /�� ~`\ z /`, + ,'/ `'�+�- - - - --- -'' ____ ____ ~__-- _ "_- __- -_ -__- s__- ~___ ~___- _ ~2.5'__BEN_D - ^ - NE , -= 891.96 ------------ - - - - -- ;-- - - �f _ - _ _ - -__ - _-- ___--- - - - - -- - �_, \\/ ��,____ \ \\ o �j rn d t o ti "Kb _ _ / - / • _ _ T C- i -- • r -�Y . v \ r ♦ ` v -\ - • Y i - r _ - _ \ y I� Y Y _ - t Y Y y _ �_ JY .- �_ - Y Y __ Y J- Y v T T - Y - _i' _�Ix J \ w - O � W V 1A/ V 1 1 -tete \ I + / _ -L_ -__ I -_ __� -__ _ -_ �___ __ ____ _ -___ v a�^�� ---- �� r--Y �_ -__ '_ _____ T.- - -�___ -3tt __- _ -____ _- �1 -' -- ________ \_ -_ - - -, �Y' \ 1[) Q1 �fI Q� ' • - Y Y [ N N N O 1 1 } 4 w�! 1 T>E �=-i�E , iE ---� '•- ue= ►T-� ..1 . 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MA HOE o. 6 �\ ---�1 ��r�` �, -� 9 3.T5�•�� 45 BEND \ \ ` \\ G / r- wcn_ wcn�_ wcn�_ a.cn�_ \10(S) 889.40 \ _ ` - - - - ' � '� -e07 -- \11`c // \ // o stele - - -t1 tile - �000 �905\ \ \ \ \ \ 28 p S�O13, • r,•.. , _ , FT t I \ 0'p...0 T, I�Z /Ce `'� off• _ \ \ •F , s paC F��Io � °�(� \ p8 pp �S it `\ �, � t `� ti it � + +1 C" S •� r � \ vv /� �C � /` \ \ \ � - 306 - - - - - - ' �/� / J• ��� --qor- ay �. \ / �` �. ot�• I,�j,J11 O� \ \� l 2 L OF 8 / / Sp GC \ \1 \ 1 1 5 e1 \ 2 0 0 \ G / /o' \ 9 0 \ \ \ \ S R- 0.45% Za Sv o 1 � ' � \ ' \ + �' 1 1 ` 1 \{ ` { +t \ i 1 \ \ \ 1 �� _ I / - "9p6 _ ���` �� Y �/ • O� • <��-� o� W `� b� , 22 E � 24" POLL CURB ' - p 00 3 ��z- 00 t _ Q PLANTEF 'o 1°'� ) , t o `�' `\ 1 \ � - - - - - / 1N`I •� i � I /' � ��, Vv rr � SR�`p -{^ ( �) ho ,. 1 , 1 S +\ , \` \ \ / •� 11 -,+ \ 6 / / o% + W I , GR O 80 ' \ l la \ `' c �� a3 TEMPORAR'/ �' 1 , F , ® 1 • I // �• 5 9 5. 'S ' \?��� \` \ V`C` `r gyp°' JOB RAILER 6� �" RPt. ,�'� r I / -�oR go2.8 sE�� 1e /� 1 1 �`�E , + _ _ _ c ............ _ / 9� o Pte'' -v 4'• x. ...........X, 10 A:) 00 °° h tl , `► \ \\ t\`t `. rn � `+ ` w \ -"` 11 i ,, l / pROPO r� `' �. `t Qt 1 11 , \ \ +t i 1 } � _ - � ` 1 / / // •�-� , � / F OF 6� o �,`O �� � s 19 1.0% C.0 1; /' J al- Y.- �a `\ % 10 01 2 , / /_ ` P oNl c°n qG / , z l� P ft0 pS C PND -A 1 ,1 + 1 \ 1 t 1 \ 1 + `, \ , \ ' DER ,' \. IE EC''(R � ..u�'• • 1 , �� + 1 \ 1+ 1 1 1 1 -' ` R M N � t1�+'` EL S �• 1 \ \ + ► , 00 ��\ ; ` � ' ; i ` rn, 2• ', ` `, , _ _ , °6- Q � CON � y .� �-� � � �, =;, , { 0. J + 1 oa\ \ , 1 � l • t , r/ , V�� Vd \ L `N �� D FARE \ ,G /� � .� 11 � W 1 PR [,ZV 1�"" o c-ii •� `t� .,. : { Oa,tia 1 Sy t 11 1 $, `\`+�+ X `I `I I k1C>,dJ pa 1 �yi - C f 903.00 0 ® A � RA � . .� • : I \ co { (Y.912111 pc. 1 ` `, I wr-t- 05•`5 \ O © 19 \ o \ \ it Ita .F •`• -. - , 1 I � 11 1 , +1 \ '� ,, ' - -'`;" 1 { 1 '• , OVA 5 , •� • , - PNNOt"� \ I \ �? .,J :. z 90 . \\ 11 ^ + n �6�80 `I 1 SPR �0 Vn 0 +50 1 +00 STORM RUN AA Ex. End Section to Proposed Inlet 15 Horiz. Scale: 1" = 40' Vert. Scale: 1 " = 5' �C,� 5 C�? t IN`s 5� 88 \ xa .,1,,. ^ C C1 \1 \ Pa �^ 1oN 5 �` - -- `1 1 ro r �9' � ••. ��'n � \ \ � \ 8C 1 (ii O i / \ + 1 ` n -� x° \\ SANITARY MANHOLE I 0/ \ \ \ \ TOR = 905.55 �-^ CJ' 0 ' + � �' I ` \ N � �� •: \ o,\ \ \ iI INV(5) 897.78 (ASSUMED) o� - \ C _ 9 ,, , '!�' 1 \ \ -�--�" _ --- ` \ - \\ tN� • N 0 / `I � ' / \, \ �. , �°.c � ��\ •'ss°� \� \ `\ \ II G) 001 111 + , \ I 1:A \` \ rn \ CLEP`903.00 P 1 TO�•9�a \I \ II V • / �� / �C �� �R z�� jkV\c "' INV�SE c 9001 \ iI IN ly N Z G� c� +\ \ .� /' cpt) CL 0 X2.00 S�O, 7 1 eS ( y k� ; „`� \ \ \\ II `' ° �rAN w 0` `� Ca W - �NV • _ �� °,paG bc° a \� \ I► t ' 1 , 1 - -T , cn ° C 90 ° ark��g oo 11 a �, , --� , , , \ 1 \ GNU' ,, -� -' �- �- , 9v G•G906• G P II 11 1 \ t ; 1 + 4 \ 1 '- - 1- - -- - - - -. � ,� ✓% �� . , , / � � � � lyy, • 6a �° , / 1, � � o ��\;. / \ I ROLL , 11 , \ -------- ----- - - - -' 0 Orn, v; � 1 •:• �h. �\.�� 1 I I) OF 6 ' \ 1 \\ IT LET °� t OR 902.86 00 INV(NW) = 899.56 N-1 II - 899.56 11 1, INV S "O INV(S) - �--'z - - -- � . -:- - --` - -- - --1 \ 11 + 140 M. H." \ + _ - G �- / �, , J WATER MAINS 1 N t 1+ ,� -_�, z ___ - b.451 ��- -- P. \ 1 �\ 1 ` )- _ V \ � / ><J' 7 rn 11 1 1 1 1 1 ! + 35 Sp tl 1 - _ L /' ',/ _ - -+ - N - "t`" - as-- i\ Z u >T'�•ll! r a + 1 \ + / -•t. 1 - - i t �f �e � � ` \ � - i' %' � f -' _ _ "' - «tr• - _ - _ �, - �_...eg �g� `y \- J \ i-�O " \ ��•��" ill II 11 , i 1 `I E• = gU5 1, SAN. MANHOLE No. 4 11 `I $ 11 F F+ - - -- _!_ '__` "M _ e� TOR = 905,50- ° 1 ,' w 1\ 1 � ° � r - -- -;_� 905 -7 •g8 � To 91NLET � � -w, j �,�,tr --' - q°s-'- q CURB POLL INV(N) -= 889.40 �� CIVIL DESIGNS ` oe_- _ -905- TBM 2 CHAIRBACK Nv� 8 IN q q _ N pRPNt ING(W) 88930- CURB 1, +1 1, +,1 111 1`\ 11 og t+ / � � /'�i'�?' � 1/� ' ,,�v•` � ''' -''r/ �_�. "`_" � v_ a°� -' 'qQe i �'' pPOS�Q F1RE 1` 5 �' � �' / '�' i v� "-' CURB INLET ✓ O 0 • " '+ v ' / _ _ p• fNV(od 89894` �! 0 , N 24" ROLL ?`Vcl / O� TOR CURB INL 903.55 \,n0 - CONNECT TO EXISTING WATER MAiN / \ 1 \ 1 i / v ^ C i / / K i i IN� = 898.9`✓ - - o �� 1 4I/ INV(N) SLAT CURB IIW N e 89962¢� / O Z 1 \ 1 38� / �,���' / i / � � 11 _ _ - _o0Q_ \ � - 1 ^// INV(S) 899.2�I a \\ +� + `\ \ 1 /•"� O 1 \ \ IER ' �\ / W�' "t''� \ \ �' CUR60LL N II / - - \ 1 H CURB IN TOR = �9Ei3.56 - " INV(S) � 898.81 \ f _ - _ - - - _ - - - LlV - /18 9oe, RO INV(SW) =v8 -18 I < co 0 (p �•� \ \ i' � �rJ ���u , i CURB INLET _ =- _- TOR 903.54 CIVIL DESIGNS i 1 INV($) = 898.79 , - ,, w "_- - _ `,_ -- � -.- T`�iny'' `^•-..,�T ` .,�,•.� Ter 1 _`\ o \\ 1 ���\ / D �K7 '�i i' / rt / _� 110 'A "i- _ '° r ✓r'r "'l \gQ`� `_ ` _ °,...•' 4-T �_ `.\ SANITARY MANHOLE \ LJ ° r, \\ \ I\ 1 _ _ , }} \ 1 ©' / i' ' ' ��r %%/ iOOY' I/ X905 ,,n , 1v ' I - I i - _ - / 4y ���•^ \��.�� \ `\ ` \ `\ ` ` \ /... \ INV = 895.66 VI O �`��i igo'9' o - +'_ \ 1 1 1 !n o� 1/ a i \\ 5. qovr 6° CHAIRB,nCK i t x , ��/ o ) y�', - ' '� gotr CURB CURB /% CURB / 'J- I � 'noN• - x...:.:.et } 13' / �� \ \ � "�- 1 i' �i'_ ''_ IDSECTiOht' ' / G \ - 898.62 c I \ \ \ \ \ \ INV-= 898rf ��A \\ / / t• ��� \\ \\ \ \ \ \, \ \\ 1 ` \ .- "t' `\ x'11 ' 'Si 1 �� / / \� /�i /� i// /i /�rl/ •`� 0�� / \\ r / �\ \ \ \\ \ 1 \ _ _ ` ✓ t \ \ \ , � 1 +�N a�. 24" R�LL C, R6 / \e' 1 / / /0 / OSE�TION - - 1 1 1 ate / ,E'EN , 1 1 w 1\ 1 , - _ \ -{ ( ,� '��•,v AND'TRASH RACK h NLET \\ } / /te \a�''� a = �_ \ �- - = \ \ - }�, } \ O INV 898.59 ° ... 0°05 .. . ° ,. + 1 } TOR 9 0.81 / � ___- - - \ __-- \ \ \ \ � ` \ � • ~ ' • . 0° yr t 0 ^ VNW ) ° 8- .8 1 INV(S) = 7.81 + \ ( 1 r - - - -_ _ � - _-- - - - - -- - -- ;INV(E) - 8 81 _ -- - - - - - - - _ _ _ - - - - _ - _------- - - - - -- � - - -- --------- - - - - -- \ 1 �' \- --- _�.�_ __________ __ 1 - \ HOLEY MOLEY SAYS + COVE _> �, "DIG SAFELY' ca \ INLET -1 1 1/ , 1 INV = 897.56 93 / �, - r \\ /' 218 LF OF 5 B" qC \ 1 \ 1 Z - 3 14 t-7,11 CONNECT TO OT == 885.88 11 11 SANITTOR _i3 Ho�LE INLET ' INV(S) = 885.78 11 TOR = 900.71 INV(N) = 897.16 INV(S) = 897.11 t 11 11 11 11 5 0 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 7 0 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. n- ELECTRIC GAS CINERGY /PSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 46060 INDIANAPOLIS, IN. 46202 (317)- 776 -5316 (317) -926 -3351 FIRE HYDRANT ►� SANITARY SEWER TELEPHONE 0 SBC CLAY TOWNSHIP 5206 ROCKVILLE ROAD REGIONAL WASTE DISTRICT INDIANAPOLIS, IN. 46224 (317) 844 -9200 PROPOSE-- CONTACT: CANDY FELTNER TELEPHONE LINE STREETS 905 CARMEL STREET DEPARTMENT GRADE GRADE CARMEL CITY HALL WESTFIELD, IN. 46074 905 (317)- 595 -3120 ONE CIVIC SQUARE PROPOSED (317)- 571 -2441 FP WATER UTILITY HOTLINE: VEOLIA WATER 6 55.2 R @ -0:32 F - CP ®0.33% I WITHIN INDIANA 1- 800- 382 -5544 INDIANAPOLIS, IN. 46206 OUTSIDE INDIANA 1- 800 - 428 -5200 II II NOTE: 900 ARE PER PLANS AND LOCATIONS --- i ( -- I I FOR FIELD LOCATION OF 900 Lu Lu 425-L.F.-OF 65" RCP @ -0.249' OC�U 895 N 895 21' OF 0 GRkNULAR BACKFt j V) L.J.. 890 890 CO O CF) r'7 O m N O a 0 O C) rn°1 O O 0 (3) 40 O (3) �� + 1 \ 1+ 1 1 1 1 -' ` R M N � t1�+'` EL S �• 1 \ \ + ► , 00 ��\ ; ` � ' ; i ` rn, 2• ', ` `, , _ _ , °6- Q � CON � y .� �-� � � �, =;, , { 0. J + 1 oa\ \ , 1 � l • t , r/ , V�� Vd \ L `N �� D FARE \ ,G /� � .� 11 � W 1 PR [,ZV 1�"" o c-ii •� `t� .,. : { Oa,tia 1 Sy t 11 1 $, `\`+�+ X `I `I I k1C>,dJ pa 1 �yi - C f 903.00 0 ® A � RA � . .� • : I \ co { (Y.912111 pc. 1 ` `, I wr-t- 05•`5 \ O © 19 \ o \ \ it Ita .F •`• -. - , 1 I � 11 1 , +1 \ '� ,, ' - -'`;" 1 { 1 '• , OVA 5 , •� • , - PNNOt"� \ I \ �? .,J :. z 90 . \\ 11 ^ + n �6�80 `I 1 SPR �0 Vn 0 +50 1 +00 STORM RUN AA Ex. End Section to Proposed Inlet 15 Horiz. Scale: 1" = 40' Vert. Scale: 1 " = 5' �C,� 5 C�? t IN`s 5� 88 \ xa .,1,,. ^ C C1 \1 \ Pa �^ 1oN 5 �` - -- `1 1 ro r �9' � ••. ��'n � \ \ � \ 8C 1 (ii O i / \ + 1 ` n -� x° \\ SANITARY MANHOLE I 0/ \ \ \ \ TOR = 905.55 �-^ CJ' 0 ' + � �' I ` \ N � �� •: \ o,\ \ \ iI INV(5) 897.78 (ASSUMED) o� - \ C _ 9 ,, , '!�' 1 \ \ -�--�" _ --- ` \ - \\ tN� • N 0 / `I � ' / \, \ �. , �°.c � ��\ •'ss°� \� \ `\ \ II G) 001 111 + , \ I 1:A \` \ rn \ CLEP`903.00 P 1 TO�•9�a \I \ II V • / �� / �C �� �R z�� jkV\c "' INV�SE c 9001 \ iI IN ly N Z G� c� +\ \ .� /' cpt) CL 0 X2.00 S�O, 7 1 eS ( y k� ; „`� \ \ \\ II `' ° �rAN w 0` `� Ca W - �NV • _ �� °,paG bc° a \� \ I► t ' 1 , 1 - -T , cn ° C 90 ° ark��g oo 11 a �, , --� , , , \ 1 \ GNU' ,, -� -' �- �- , 9v G•G906• G P II 11 1 \ t ; 1 + 4 \ 1 '- - 1- - -- - - - -. � ,� ✓% �� . , , / � � � � lyy, • 6a �° , / 1, � � o ��\;. / \ I ROLL , 11 , \ -------- ----- - - - -' 0 Orn, v; � 1 •:• �h. �\.�� 1 I I) OF 6 ' \ 1 \\ IT LET °� t OR 902.86 00 INV(NW) = 899.56 N-1 II - 899.56 11 1, INV S "O INV(S) - �--'z - - -- � . -:- - --` - -- - --1 \ 11 + 140 M. H." \ + _ - G �- / �, , J WATER MAINS 1 N t 1+ ,� -_�, z ___ - b.451 ��- -- P. \ 1 �\ 1 ` )- _ V \ � / ><J' 7 rn 11 1 1 1 1 1 ! + 35 Sp tl 1 - _ L /' ',/ _ - -+ - N - "t`" - as-- i\ Z u >T'�•ll! r a + 1 \ + / -•t. 1 - - i t �f �e � � ` \ � - i' %' � f -' _ _ "' - «tr• - _ - _ �, - �_...eg �g� `y \- J \ i-�O " \ ��•��" ill II 11 , i 1 `I E• = gU5 1, SAN. MANHOLE No. 4 11 `I $ 11 F F+ - - -- _!_ '__` "M _ e� TOR = 905,50- ° 1 ,' w 1\ 1 � ° � r - -- -;_� 905 -7 •g8 � To 91NLET � � -w, j �,�,tr --' - q°s-'- q CURB POLL INV(N) -= 889.40 �� CIVIL DESIGNS ` oe_- _ -905- TBM 2 CHAIRBACK Nv� 8 IN q q _ N pRPNt ING(W) 88930- CURB 1, +1 1, +,1 111 1`\ 11 og t+ / � � /'�i'�?' � 1/� ' ,,�v•` � ''' -''r/ �_�. "`_" � v_ a°� -' 'qQe i �'' pPOS�Q F1RE 1` 5 �' � �' / '�' i v� "-' CURB INLET ✓ O 0 • " '+ v ' / _ _ p• fNV(od 89894` �! 0 , N 24" ROLL ?`Vcl / O� TOR CURB INL 903.55 \,n0 - CONNECT TO EXISTING WATER MAiN / \ 1 \ 1 i / v ^ C i / / K i i IN� = 898.9`✓ - - o �� 1 4I/ INV(N) SLAT CURB IIW N e 89962¢� / O Z 1 \ 1 38� / �,���' / i / � � 11 _ _ - _o0Q_ \ � - 1 ^// INV(S) 899.2�I a \\ +� + `\ \ 1 /•"� O 1 \ \ IER ' �\ / W�' "t''� \ \ �' CUR60LL N II / - - \ 1 H CURB IN TOR = �9Ei3.56 - " INV(S) � 898.81 \ f _ - _ - - - _ - - - LlV - /18 9oe, RO INV(SW) =v8 -18 I < co 0 (p �•� \ \ i' � �rJ ���u , i CURB INLET _ =- _- TOR 903.54 CIVIL DESIGNS i 1 INV($) = 898.79 , - ,, w "_- - _ `,_ -- � -.- T`�iny'' `^•-..,�T ` .,�,•.� Ter 1 _`\ o \\ 1 ���\ / D �K7 '�i i' / rt / _� 110 'A "i- _ '° r ✓r'r "'l \gQ`� `_ ` _ °,...•' 4-T �_ `.\ SANITARY MANHOLE \ LJ ° r, \\ \ I\ 1 _ _ , }} \ 1 ©' / i' ' ' ��r %%/ iOOY' I/ X905 ,,n , 1v ' I - I i - _ - / 4y ���•^ \��.�� \ `\ ` \ `\ ` ` \ /... \ INV = 895.66 VI O �`��i igo'9' o - +'_ \ 1 1 1 !n o� 1/ a i \\ 5. qovr 6° CHAIRB,nCK i t x , ��/ o ) y�', - ' '� gotr CURB CURB /% CURB / 'J- I � 'noN• - x...:.:.et } 13' / �� \ \ � "�- 1 i' �i'_ ''_ IDSECTiOht' ' / G \ - 898.62 c I \ \ \ \ \ \ INV-= 898rf ��A \\ / / t• ��� \\ \\ \ \ \ \, \ \\ 1 ` \ .- "t' `\ x'11 ' 'Si 1 �� / / \� /�i /� i// /i /�rl/ •`� 0�� / \\ r / �\ \ \ \\ \ 1 \ _ _ ` ✓ t \ \ \ , � 1 +�N a�. 24" R�LL C, R6 / \e' 1 / / /0 / OSE�TION - - 1 1 1 ate / ,E'EN , 1 1 w 1\ 1 , - _ \ -{ ( ,� '��•,v AND'TRASH RACK h NLET \\ } / /te \a�''� a = �_ \ �- - = \ \ - }�, } \ O INV 898.59 ° ... 0°05 .. . ° ,. + 1 } TOR 9 0.81 / � ___- - - \ __-- \ \ \ \ � ` \ � • ~ ' • . 0° yr t 0 ^ VNW ) ° 8- .8 1 INV(S) = 7.81 + \ ( 1 r - - - -_ _ � - _-- - - - - -- - -- ;INV(E) - 8 81 _ -- - - - - - - - _ _ _ - - - - _ - _------- - - - - -- � - - -- --------- - - - - -- \ 1 �' \- --- _�.�_ __________ __ 1 - \ HOLEY MOLEY SAYS + COVE _> �, "DIG SAFELY' ca \ INLET -1 1 1/ , 1 INV = 897.56 93 / �, - r \\ /' 218 LF OF 5 B" qC \ 1 \ 1 Z - 3 14 t-7,11 CONNECT TO OT == 885.88 11 11 SANITTOR _i3 Ho�LE INLET ' INV(S) = 885.78 11 TOR = 900.71 INV(N) = 897.16 INV(S) = 897.11 t 11 11 11 11 5 0 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 7 0 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. n- - \SANITARY MANHOLE TOR = 904.79 INV(E) - 896.79 INV(N) - 896.79 PROPOSED UTILITY LEGEND: ELECTRIC GAS CINERGY /PSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 46060 INDIANAPOLIS, IN. 46202 (317)- 776 -5316 (317) -926 -3351 FIRE HYDRANT ►� SANITARY SEWER TELEPHONE 0 SBC CLAY TOWNSHIP 5206 ROCKVILLE ROAD REGIONAL WASTE DISTRICT INDIANAPOLIS, IN. 46224 (317) 844 -9200 (317)- 265 -3460 CONTACT: CANDY FELTNER TELEPHONE LINE STREETS STORM SEWER CARMEL STREET DEPARTMENT CITY ENGINEERS OFFICE 3400 W. 131st STREET CARMEL CITY HALL WESTFIELD, IN. 46074 FIRST FLOOR (317)- 595 -3120 ONE CIVIC SQUARE PROPOSED (317)- 571 -2441 FP WATER UTILITY HOTLINE: VEOLIA WATER 1220 WATERWAY BLVD. WITHIN INDIANA 1- 800- 382 -5544 INDIANAPOLIS, IN. 46206 OUTSIDE INDIANA 1- 800 - 428 -5200 (317)- 639 -1501 NOTE: THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. - \SANITARY MANHOLE TOR = 904.79 INV(E) - 896.79 INV(N) - 896.79 PROPOSED UTILITY LEGEND: DETAIL # /SH. # DESCRIPTION: Qs PROPOSED SANITARY MANHOLE 0 PROPOSED CLEAN OUT W PROPOSED FIRE HYDRANT ►� PROPOSED WATER VALVE 0 PROPOSED THRUST BLOCK E PROPOSED ELECTRIC LINE PROPOSED TELEPHONE LINE T PROPOSED WATER LINE W G PROPOSED GAS LINE 0 PROPOSED FIRE PROTECTION LINE FP PROPOSED TELEPHONE & ELECTRIC LINE T/E DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 W i- �W 1 9 �1 10 11 12 13 14 15 16 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) 11 REVISION RECORD 11 m ,`t,1tf111111111r111.i ee� ON U. /y :e ��GIS T ER�o �'Q� i N9 •' = PE10300058 STATE OF • DoT • !�Vp i ANP. \��� e.;� i'�r ,'SS /DNA`�N; ,,ee DATE: 8 ►o koos DWN BY: DP CHKD. BY: ACH SCALE: 1 "= 40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX-244-1969 x_7, _ f � W i- �W v� 0 �W azz � w °o ocZZ CL Lu Lu OC�U N 0 j V) L.J.. PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET OF L I:/ J HI G F 5- a C A 2 UTILITY CONTACTS GAS VECTR EN 1630 NORTH MERIDIAN STREET INDIANAPOLIS, IN. 46202 (317) -926 -3351 vvv 5206 ROCKVILLE ROAD INDIANAPOLIS, IN. 46224 (317)- 265 -3460 STORM SEWER CITY ENGINEERS OFFICE CARMEL CITY HALL FIRST FLOOR ONE CIVIC SQUARE (317)- 571 -2441 UTILITY HOTLINE: WITHIN INDIANA 1- 800 -382 -5544 OUTSIDE INDIANA 1- 800 - 428 -5200 I CINERGY /PSI 100 S. MILL CREEK ROAD NOBLESVILLE, IN. 46060 (317)- 776 -5316 SANITARY SEWER CLAY TOWNSHIP REGIONAL WASTE DISTRICT (317) 844 -9200 CONTACT: CANDY FELTNER STREETS CARMEL STREET DEPARTMENT 3400 W. 131st STREET WESTFIELD, IN. 46074 (317)- 595 -3120 WATER VEOLIA WATER 1220 WATERWAY BLVD. INDIANAPOLIS, IN. 46206 (317)- 639 -1501 NOTE: THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4 5 1 7 0 12 13 14 15 In .r / A SANITARY MANHOLE /I've - 1 -� ;-- INV(N) - 897.53 �el� - _ __ .� INV(S) - 897.46 _ - - _ elec_ _ _ stet- - - e'ec- - �e�ta �.: - 1P01° ptal - ^ - - -al•3 L - - ^ .-vt•l y- � 6 � / SANITARY MANHOLE :vie(--- --.lalai- ^`` _ _ -ldd�j 3 / — _alai- . -alai- , I _--- •- ^l�o /l- /02� INV 895.66 a - /1 ldo/�, n /rte _`_'_ , __- alai -_`- _alai__ _aNl --• _- ldo /!- ld° �'ldo `'r�.� --• -a / �'' _ _ -- 7N'i -�- - ^_aFe1 --- ^_._vial.---- -'�al--•- �-- _lda /I-- ^__- ldo /1- 1+ 'I �l II- _- ldo /1-" `/, ' / , �• r _alai - - -- _ldo /! - -_ _ldo /!- -�T do I 314VA OI105 -- j 1 / _��----- --lde /!— _1— 1 / rl _alai - _ do / Y -. alai = =rlal i /- - - -.^i b----- ldo /t - -- tdo /7 -- )'' _ l �- - -'' MOl13l 318000 �_-- do vial - - - _lido/ - -- - _ —)do/; - l -- - - - - iv alai _ _ - Idol{ !- - - _ _ ado /! - - - - - - - 31tH� � (1110S - St•1o0 83oNn 83a1n0HS) _ -- i - -- - - - - -- �1��\ /�f, ___ -- -__ -90 ~- -�- -_ NMW 93TV il -- - - - - -_ I / p, Y -n" 2 - - - - - , \ i - .. - _-t _ -JlN = _n------ Ji " ------------------ - ---- - - - -- - --- - - - - - -- 311"d (31101, hot- / / 3ti WaTCR AAAI n "- _ - 't> A ohs _ - _ohel --• e `- -- - - - - -, f r _ _i -= het— _ -- SAN. MANHOLE No. 7 �- /' __ ___�_ - - -- ► \ 16- WATER MAIN -nom _ — _ - �- to —JIM -----JIM ----- JIM ---- -Jh - -- -ehel- —a'0= -= oheb -=,- -- TOR = 903.75 i /,' \\ -J1N '�—__. -- ,� ` ' ; 1 INV(S) = 888.76 ' .' _ . - -r - _ 15 +00 - - -,- \\ + o -� �'"'_ -= -_ -- ` 1 INV (N) = 888.86 �- - �\ -° awl_- �=t� �r t'-= - -\ SAN. MANHOLE No. 8 / /' /'' _ -J - - -- - 16 +00- - - -- - - DR 6 ^0. 5% r tek- - -.r<� �= \ \ \ \\ ,, , TOR = 903.50 , — _ _ - ` -____- -�-, �0 LF F PVC _ _ - �elahel= y �ohe]-- INV(S) = 886.8fi ,// I _ -�- `' �5 00 INV(N) = 886.96 _ % - -+-- _ _ - _ 1 - / - ____-_____ - - - -__ / - , -h - _ _ , - _ 1, � SAN. MANHOLE Nom 4 _ 1 ' T— M —, - _ -- _rr c s -26 ^r- _ - -___ TOR _ 903.75 J' ' '� -'- / + 0 _ 8"rPV R 0. 5 ° - _ _ _ , ! INV(S) 889:40" ! SANITARY MANHOLE 10+00 \ O �i 9 , TOR 899.53 (,0 1 - r____; == = - -- , 6 L F 6 -�r INV(S) = 885.78 �\ - z 99 - -� - +`° - - - - �� �9 S / I , \ , ► _ � ..--- 20- SANITARY - /' VC RA 1. I , 21 LF F 8 VCS -26 0 45 ,i _ -t' - r -1 L-1 L� , r — !�__._ - -- e -PVC -- --- --- CONNECT TO EXISTING MANHOLE AT HOLEY MOLEY SAYS SANITARY MANHOLE INVERT = 885.88 TOR - 901.04 "DIG SAFELY" INV(S) - 884.64 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. INV INVERT TOR IRON PIPE FOUND -a ELECTRICL PEDESTAL �f POWER POLE n GAS VALVE 0 SANITARY MANHOLE a SIGN CPP CURB INLET Illililll INLET R/W TELEPHONE CROSS -BOX TBM TELEPHONE MANHOLE -� TELEPHONE PEDESTAL -a TELEVISION PEDESTAL �Q DECIDUOUS TREE (D) CONIFEROUS TREE WV WATER VALVE � FIRE HYDRANT INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE PROPOSED UTILITY LEGEND: 2 3 DETAIL # /SH. # DESCRIPTION: D PROPOSED SANITARY MANHOLE 0 PROPOSED CLEAN OUT W PROPOSED FIRE HYDRANT ►+ PROPOSED WATER VALVE 0 PROPOSED THRUST BLOCK PROPOSED ELECTRIC LINE E T PROPOSED TELEPHONE LINE PROPOSED WATER LINE W G PROPOSED GAS LINE PROPOSED FIRE PROTECTION LINE FP TIE PROPOSED TELEPHONE & ELECTRIC LINE 2 3 DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 4 i i- I EASEMENT 1 1 . 38f LF OF VC . 1 r ► , % `� \ 1 -- ---- -: 70f LF OF 6 _____ _ _ _ _� --� \ V. = 902.00 Q \ LATERAL \ 1.0 0 1 t , 1 \ 1 r i —"P17G LATERAL ® 1.0� CLEAN -OUT EAN : OUT _ - - i r____ INV. - 901.50 'r l INV'. = 901.25 I -_--- --___ T� ,� 11 ti ►� 111 �� 1 ; I 79040 S.F. rZr F.F.E. - 906,0 �z 0 51000 S.F. , 1 . F.E. 1,= 905.25 _- ----� I — 4 320 S.F ,. - ` IM / / , • / 1 V\111 �- . F.E. = 905.5 MOoNIM dn'x01d U'a wossno S. f 1 ` I ID , EXISTING MAID* TOLE TO MANHOLE #6 J 10 +00 11+00 12 +00 13 +UU •I 4-t-uu 1 U-ruu I V„ in *WW .... I a 12 13 14 15 ON. Horizontal Scale: 1" = 40' Vertical Scale: 1" = 5' 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) REVISION RECORD 0 0 O O .�` 0 N C • y — .04600. V ,.# �• i � ��G1S TFR�O �• � i Naa. 0 PE10300058 = : STATE OF • /�/ i�o• SS�0NALE� o..>.�r r-• C . DATE: a 1O DWN BY: KRC CHKD. BY: ACH SCALE: 1 "= 40' DATE: 08 -10 -2005 . j Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX- 244 -1969 Lu L L.L! '% L Lj �zQ 3: -- Z LL c Q uj 0 L.1m! in. 0 l C1.00 z Z 0 �j f -- ILA L Ice$ L CC G CL U r-- N LLJ PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER qt�- t) a I SHEET OF 1 12 3 4 15 1 6 1(7 8 _ 9 1� orsr�.000arrrrr4r .R�l°74f1BS+s.�r Yv#rFt3F7les llf.2'1��5fR ® +.� �o�rsa�•�or•s .it3.S! I f 6 ! ! E [ 3:S7F43�'�[ M L K JI II HI GI F EI D C B A 4-4 J A� l OU7 -LOT , 41 w r FU __ r r I Q r �.__ I r' r �r �� r T r X o 5, ®00 1 1 s ; \ 108;1- paCEs VV t1 1 945 2S [ J/ rw \ C I1 0+ d 1 21 +00 ` 22+ 0 J ------ - - - - -1 \ �� i ------------- - - - - -- ------------ - - - - -- ` :0 205 LF OF 8" PVC, SDR -26 (a�;0 F�% \ r ; ! f----------- - - - - -- -- - -- ------------------ 7-- — — —� �r -- 1-�`� ` SAN. MANHOLE No'5 —TOR `_'3 0 , 0 1, t..� INV(E) – 8 JS -- �J� g0gfj5 J� J �y�— Ir —�_ �� -__ 1NV�W)- _ - -88- T -- gov- go SAN. MANHOLE No. 8 6 - --_W –R = 903.50 C V(S = 886:86 –tNV(E ) = 886.96 \jgI Q 9 / \ \�' lets fele —__ —i �T- \ MANHOLE #8 TO MANHOLE #5 4 I s rD,j ;y ! i 10 1 1 - 112 -- - 113 _ 14 1 �:E \90 1 —0 N 24" ROLL - ,� 1 90a CURB i R s �t CURB H, __ - - - -- - -= - -- -- -� -- - --- -_ -- .q. — ' "^ " '" ' '-"_ 'l+� -� T rte'" .- rrr. -+ -'.' ^• ��.• Y TJth: ^ � � � � � � MANHOLE #5 TO MANHOLE #4 20 +00 21 +00 22 +00 22 +00 23 +00 24 +00 z5 +uu 2 -F3- - ] 4 15 6 7 ® ®. �q I 10 IF- 1 12 13 14 15 16 UTILITY CONTACTS &7 iC UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ° ELECTRIC GAS CINERGY /PSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 46060 INDIANAPOLIS, IN. 46202 (317)- 776 -5316 (317) - 926 -3351 TELEPHONE PEDESTAL CONC. SANITARY SEWER TELEPHONE CLAY TOWNSHIP SBC REGIONAL WASTE DISTRICT 5206 ROCKVILLE ROAD (317) 844 -9200 INDIANAPOLIS, IN. 46224 CONTACT: CANDY FELTNER (317) -265 -3460 PROPOSED TELEPHONE LINE STREETS STORM S EWE R CARMEL STREET DEPARTMENT CITY ENGINEERS OFFICE 3400 W. 131st STREET CARMEL CITY HALL WESTFIELD, IN, 46074 FIRST FLOOR (317)- 595 -3120 ONE CIVIC SQUARE PROPOSED (317)- 571 -2441 WATER VEOLIA WATER UTILITY HOTLINE: 1220 WATERWAY BLVD. WITHIN INDIANA 1- 800 - 382 -5544 INDIANAPOLIS, IN. 46206 OUTSIDE INDIANA 1- 800 -428 -5200 (317)- 639 -1501 NOTE: THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ° JIIIV ® CURB INLET Illil'lil INLET E.S. TELEPHONE CROSS –BOX (D TELEPHONE MANHOLE TBM TELEPHONE PEDESTAL CONC. TELEVISION PEDESTAL SQ. DECIDUOUS TREE SF CONIFEROUS TREE (D) WATER VALVE ' FIRE HYDRANT V VF­ 111 \II ILV Vll%l Fit 1. CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT –OF –WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE PROPOSED UTILITY LEGEND: DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 40 0 20 40 KRC DESCRIPTION: Qs PROPOSED SANITARY MANHOLE O PROPOSED CLEAN OUT PROPOSED FIRE HYDRANT ►� PROPOSED WATER VALVE PROPOSED THRUST BLOCK PROPOSED ELECTRIC LINE E T PROPOSED TELEPHONE LINE PROPOSED WATER LINE W PROPOSED GAS LINE G PROPOSED FIRE PROTECTION LINE FP PROPOSED TELEPHONE & ELECTRIC LINE TIE DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 40 0 20 40 KRC CHKD. BY: ACH ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) IREVISION RECORD I 101 ,0%111111/Ill, s�� O N C • `e � • .Q�G1S TFR-o •• � • N9 : PE10300058 = STATE OF 4 0 -o 0 ii gyp^ 00004000 \� ^- C. DATE: a o zoo S DWN BY: KRC CHKD. BY: ACH SCALE: 1 " =40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 Fk i I L9 LI KI JI II HI G F E C e A 2 l) , J i , r 4 t— —_ , 0 J T I I Y �!! Il ii T rl SAN IN\ IN\ 3 4 5 Aw — - -, MANHOLE #4 TO MANHOLE #2A 6 Z • N —i I� O 00 Z Q z c4i� 25 +00 3 26 +00 4 27 +00 15 G'1 28 +00 6 7 ;REASE TRAP FOR = 905.80± NV. (IN� = 902.83 NV. �(6UT) = 902.73 00 v h O Zo�o CO- 05 Ile sz- 7 r 0 r , r I 16,800 S.F. F.F.E. 907.03 , 0 , r r r r r , 1, in a y I \ 12 13 14 15 16 i CLEAN OUT INV. = 903.00 ;LEAN OUT / 903.00 / 22 LF F VCS 45 /o I SAN MANHOLE No. 1 ,oTOR = 907.00 ------- _ - -- - -- - -- �' /' INV(SE) = 891.96 r / MANHOLE #2 TO MANHOLE #1 28 +00 29 +00 Ju +uu 9 V 10 11 12 13 UTILITY CONTACTS EXISTING LEGEND: DESCRIPTION: ELECTRIC GAS CINERGY /PSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 46060 INDIANAPOLIS, IN. 46202 (317) -776 -5316 (317)- 926 -3351 PROPOSED EXISTING CONCRETE SANITARY SEWER TE LEPHONE TE CLAY TOWNSHIP SBC REGIONAL WASTE DISTRICT 5206 ROCKVILLE ROAD (317) 844 -9200 INDIANAPOLIS, IN. 46224 CONTACT: CANDY FELTNER (317)- 265 -3460 tele STREETS STORM SEWER CARMEL STREET DEPARTMENT CITY ENGINEERS OFFICE 3400 W. 131st STREET CARMEL CITY HALL WESTFIELD, IN. 46074 FIRST FLOOR (317)- 595 -3120 ONE CIVIC SQUARE (317)- 571 -2441 WATER TELEPHONE & ELECTRIC LINE VEOLIA WATER UTILITY HOTLINE: 1220 WATERWAY BLVD. WITHIN INDIANA 1- 800 - 382 -5544 INDIANAPOLIS, IN. 46206 OUTSIDE INDIANA 1 -800- 428 -5200 (317) -639 -1501 NOTE: POWER POLE THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. SANITARY MANHOLE UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTE;S THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN- SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. EXISTING LEGEND: DESCRIPTION: DESCRIPTION: DESCRIPTION: SANITARY MANHOLE EXISTING ASPHALT PROPOSED FARM FIELD FENCE EXISTING STONE FIRE HYDRANT FLOWLINE PROPOSED EXISTING CONCRETE ohel OVERHEAD ELECTRIC LINE f;} TEMPORARY BENCH MARK elec UNDERGROUND ELECTRIC 0 SECTION CORNER PROPOSED UNDERGROUND TELEPHONE tele MAG NAIL SET f /opt FIBER OPTIC LINE @ PK NAIL FOUND GAS LINE WATER LINE Wtr PROPOSED MAG NAIL FOUND GAS LINE gas TELEPHONE & ELECTRIC LINE IRON PIPE FOUND INV INVERT [� ELECTRICL PEDESTAL TOR TOP OF RIM 03 POWER POLE TOC TOP OF CASTING l) GAS VALVE RCP REINFORCED CONCRETE PIPE 0 SANITARY MANHOLE PVC POLYVINYL CONCRETE PIPE SIGN VCP VITRIFIED CLAY PIPE ® CURB INLET CMP CORRUGATED METAL PIPE IiIVI!!I INLET CPP CORRUGATED PLASTIC PIPE W TELEPHONE CROSS -BOX E.S. END SECTION 0 TELEPHONE MANHOLE R/W RIGHT -OF -WAY -a TELEPHONE PEDESTAL CL TBM TEMPORARY BENCHMARK TELEVISION PEDESTAL CONC. CONCRETE DECIDUOUS TREE SQ. SQUARE `= CONIFEROUS TREE SF SQUARE FEET �a WATER VALVE (D) DEED BEARING /DISTANCE FIRE HYDRANT (M) MEASURED BEARING /DISTANCE PROPOSED UTILITY LEGEND: 14 15 DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 LUG Horizontal Scale: 1" = 40' Vertical Scale: 1" = 5' DESCRIPTION: E) PROPOSED SANITARY MANHOLE O PROPOSED CLEAN OUT PROPOSED FIRE HYDRANT ►� PROPOSED WATER VALVE 0 PROPOSED THRUST BLOCK PROPOSED ELECTRIC LINE E T PROPOSED TELEPHONE LINE U ce. PROPOSED WATER LINE W G PROPOSED GAS LINE w FP PROPOSED FIRE PROTECTION LINE PROPOSED TELEPHONE & ELECTRIC LINE TIE 14 15 DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 LUG Horizontal Scale: 1" = 40' Vertical Scale: 1" = 5' 40 0 20 40 ACH SCALE: ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) 01 C /y �* .. -- GAS TER •. i `C� � *% / • 10 No PE10300058 STATE OF 00 0 .• •� 4f SS/ONA1 -v t r O.A,4=r" C DATE: a to `zoos DWN BY: KRC CHKD. BY: ACH SCALE: 1 "= 40' DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 �A5t _ PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER 0 SHEET OF u.l Z U ce. —� � w J �zz Lam uj 0 m. �c z V) z O � J W 0 U CL r- CL ILA O PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER 0 SHEET OF 1 12 ,.,r I L KI JI II HI G F E D A 13 14 16 MAX 1 ;12 MqX 1.12 -()PE SLOPE--___. SLOPE a a ° a vv a c '--�Oo O� o o ° a Q a p ° 0 0 0 U a a a Q a 0 O - <) o ^U� . 1 SECTION A-A 6' -0" 4' -0" MINIMUM 6' -0" 17 8 9 MEMO 1 — PLAN VIEW HANDICAP RAMP DETAIL 11 NOT TO SCALE C7.0 IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE 100' 25' 25' �i �fi � �I \-112 FULK MHItttIHL- TRANSVERSLE EXPANSION JOINTS CURB JOINT DETAIL` 12 NOT TO SCALE Y3;7'0 TOP OF CURB SAWED OR TOOLED TRANSVERSE CONTROL JOINTS 12 TOOLED EDGE 10 AT PAVEMENT GRADE NTS 5' MEDIUM BROOM FINISH ELEVATION VIEW L1j 4 a / <1 Q a Q a c° Q 4 Q a °° a a� ° a a a s Q a a. ° Q .. <. a w Q a a �, a a Q v c a .a ° 0 a a <, <I C) � P° Q < Q 20• `\ Q it Q a a s a a s° a w a��z Q a Q a s °z a v °a ° Q °<} MAX. 1:112 �1 Q A a o° a SCOPE w ° a a Q} � 4 Q a W SLOPE} a `� 4 a 3�: r.V00 Q a a p° Q a Q a s �, W Q a � Q a Q a a° CL ° a Q <l Q a d' a a s o a Q a a a s v Q a Q .� a° a �• <. c -=3- - -- Q r z _ v , a ° a a W, TAPEREDJ PA BUMMER a pA KIN -BUMPER CONCRETE CURB TAPERED TO GRADE AT RAMP CONCRETE CURB GOWN DOWN TO GRADE AT RAMP ° PLAN VIEW HANDICAP RAMP DETAIL 11 NOT TO SCALE C7.0 IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE 100' 25' 25' �i �fi � �I \-112 FULK MHItttIHL- TRANSVERSLE EXPANSION JOINTS CURB JOINT DETAIL` 12 NOT TO SCALE Y3;7'0 TOP OF CURB SAWED OR TOOLED TRANSVERSE CONTROL JOINTS 4' 4 "f'J IVMrHl1CV Jlvivr - -- SIDEWALK DETAIL ri 3 NOT TO SCALE C7.0 STOP SIGN INSTALLED IN LANDSCAPE AREA HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. ,-,--2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6" STEEL PIPE o FILLED W /CONCRETE =0Z) W O U Z U U �� cr Q 2 =zm OU m — 0 p O o cn W 2, -0„ MOVING J i� mew EDGE z w MIN. TO a =8 1 PAVING CURB BASE Ir r. _ _ V V o / oCl- f7 o �Ld v p ' ' „ CONCRETE 10" CONCRETE: 10 FOOTING FOOTING TRAFFIC SIGNAGE 14 NOT TO SCALE 4 5: 6 1 12 3 PAVEMENT ID 1 1 112 113 6" 18" 1" R 1" R �� * - `�` �p y1 ��,= a 2" R I— ' = v N 1z / \ Q .a Q.14 SUITABLE / /\/ . Q a Q °a Q� E- BACKFILL \ \ \ �\ COMPACTED \// \/ a. a Q 0 4° Q a W N 4 LIFTS. // / /, Q a a Q �� a o�� *-/! 00` v000 000 � od 0vo °C��000�oo0 � r OOC�o Oo�o 00� 00� 0„ SUBGRADE 6" 4 " - #53 COMPACTED STONE 6" MIN. MIN. COMBINED CONCRETE CURB & GUTTER TYPE III o6 NOT TO SCALE C7.0 WHITE PAINT -SKY BLUE PAINT 10 D A. 12 TOOLED EDGE 10 SCALE: NTS 5' MEDIUM BROOM FINISH L1j � / <1 4 w J �zz C) � q. 8-ZZ 20• w 11 �Ow F� 3�: r.V00 W Q a � a a Q a d' a a I— a `� a �• <. c a r Q r z _ Q a a W, ° ` I --\ f ip � w -`� a- W a -L a W UT Q a_ a a w a a CL a ZI M LL11 W ° Z Q C a Q a a ° I .., a o <, a Q a n a J a < 3 a Q 3 a a v a 1-2 a Q a <1 j i 5' -0" BETWEEN _ 5' TRANSVERSE JOINTS 40' -0" BETWEEN EXPANSION JOINTS (MAX.) %1 2" / %A FIBER MATERIAL f`L'AI AKIT %- 6x6- 6x6 WWF 1" DEEP TOOLED SAWED JOINT OR 4' 4 "f'J IVMrHl1CV Jlvivr - -- SIDEWALK DETAIL ri 3 NOT TO SCALE C7.0 STOP SIGN INSTALLED IN LANDSCAPE AREA HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. ,-,--2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6" STEEL PIPE o FILLED W /CONCRETE =0Z) W O U Z U U �� cr Q 2 =zm OU m — 0 p O o cn W 2, -0„ MOVING J i� mew EDGE z w MIN. TO a =8 1 PAVING CURB BASE Ir r. _ _ V V o / oCl- f7 o �Ld v p ' ' „ CONCRETE 10" CONCRETE: 10 FOOTING FOOTING TRAFFIC SIGNAGE 14 NOT TO SCALE 4 5: 6 1 12 3 PAVEMENT ID 1 1 112 113 6" 18" 1" R 1" R �� * - `�` �p y1 ��,= a 2" R I— ' = v N 1z / \ Q .a Q.14 SUITABLE / /\/ . Q a Q °a Q� E- BACKFILL \ \ \ �\ COMPACTED \// \/ a. a Q 0 4° Q a W N 4 LIFTS. // / /, Q a a Q �� a o�� *-/! 00` v000 000 � od 0vo °C��000�oo0 � r OOC�o Oo�o 00� 00� 0„ SUBGRADE 6" 4 " - #53 COMPACTED STONE 6" MIN. MIN. COMBINED CONCRETE CURB & GUTTER TYPE III o6 NOT TO SCALE C7.0 WHITE PAINT -SKY BLUE PAINT 10 D A. 12 113 10 SCALE: NTS 5' -2005 L1j � w J �zz C) � p 8-ZZ 20• w 11 �Ow c0 _I NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP 67 S1r "!•Fr -'.?L DETAIL Z',O NOT TO SCALE 12" RESERVE PARKING VAN 7,j7, -;-7 17, ACCESSIBLE HANDICAP PARKING o8 .qI(;N nFTAIL C7'0 NOT TO SCALE FILL WITH JOINT SEALER LUBRICATE THIS END 3" EXPANSION JOINT FILLER 1 „ 1" DIAMETER SMOOTH DOWEL 1 " 15" LONG AT 12" ON CENTER 3 1/2" U00 X00 0000 �0�a o °oaf o o�� 000 > o Oo 0 00 o Oo 0 Oo C / \> / \ % 7 \ CONCRETE PAVEMENT 10 EXPANSION JOINT C7'0 NOT TO SCALE 7 EXPANSION CAP GREEN - ILLUMINATING TAPE (LETTERS) -BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) -WHITE - ILLUMINATING TAPE (BACKGROUND) -GREEN - ILLUMINATING TAPE (ARROW) -GREEN - ILLUMINATING TAPE (BORDER) * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. 1/8" TO 1/4" 4 15 1 " NO. 11 B SURFACE 2" NO, 9 BINDER 2" NO. 53 STONE 4" NO. 2 STONE �\ / 12 SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR LIGHT DUTY ASPHALT PAVEMENT" SECTION o1 NOT TO SCALE C7.0 1" NO. 118 SURFACE 3" NO. 9 BINDER 4" NO. 53 STONE 4" NO. 2 STONE 12" SUBGRADE COMPACTED TO HEAVY DUTY ASPHALT 95% MODIFIED PROCTOR PAVEMENT SECTION 62 NOT TO SCALE C7.0 6 "x6 "- W2.9xW2.9 WWF MEDIUM BROOM FINISHED WITH CONCRETE CURRING 7" CONCRETE PAVEMENT COMPOUND. a � a 6" NO. 53 COMPACTED STONE v ooc�0� o0 0� 00 0°0 000 Oo °C 1 ooU�� 0000 0000 00 °0 Uo° 12" SUBGRADE COMPACTED TO J 95% MODIFIED PROCTOR, CONCRETE PAVEMENT SECTION o3 NOT TO SCALE C7.0 5' -0" UNLESS OTHERWISE NOTED ' V 4" CONC SLAB W/ 6,. 1 " RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOI -6x6 W1.4xW1.4xW.W.F. 3" COVER . (MINIMUM) � � ` -/ ri a � a N� ' tC k L �o a D wOU #4 RE -BAR PACTED UDF-DIJUgboum 4' COM #53 STONE �o ° a z �vo a w 4 I CONCRETE a ° a 4,000 PSI O �o \/ Q . ,a 4 � 0 COMPACTED #53 #4 RE -BAR D 4 a °0 STONE COMBINED CURB & WALK DETAIL 64 NOT TO SCALE C7.0 4 Q a 2% o.° a.. v moo R 0 0 °oo 0) 0 00 o °C�o 0 C� > 0 00 o Oo o Oo 0 00 o C CONCRETE PAVEMENT o9 r.nNTRni JOINT C7.0 NOT TO SCALE 11 12 113 10 SCALE: NTS CONCRETE TOOLED EDGE 4,000 PSI 1 1/2" R 6" OF TOP SOIL 3" COVER PAVEMENT io (MINIMUM) /-7 0 COMPACTED SOIL SOIL BACKFILL v a / #4 RE —BAR CP Q / COMPACTED #53 STONE 4. 6" STRAIGHT CONCRETE CURB DETAIL 05 NOT TO SCALE C7.0 14 15 NTS 0 NTS NTS ( IN FEET ) 1 inch = NTS ft. (ASSUMED NORTH) ,,��f111111�,lI ',�0 C C. lye .0400. '. \S TER"- . �' A-*.. • O' i •, No • PE10300058 STATE OF � �o •. DIAN.• ,� • 0000. �� jll /ONAX,�- %0� DATE: b 10 -ZOOS DWN BY: REA CHKD. BY: ACH SCALE: NTS DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER Cff no SHEET OF w L1j � w J �zz C) � p 8-ZZ w �Ow F� 3�: r.V00 W U � r. N d' vi PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER Cff no SHEET OF LI KI JI II GI F E 0 C A 2 3 4 5 LAWN AREA PAVEMENT AREA ;ONCRETE GRADE RINGS (ASTM - C -478, 4000 PSI) UTILIZED TO GU RAISE TO FINISH GRADE, MAX. IN ALLOWABLE HEIGHT OF RISE RING IS 12 ". FINISH GRADE TOP SOIL - -_ - / \ 11�Z PRECAST CONCRET�v'A�JUSUER / _(� RINGS 4 MIN.v vi. /MAX 5 �. j\ MIN. PRECAST ECCENTRIC CONE CONCENTRIC PRECAST CO ERNE OR — 1 - - BARREL SECTION -48" DIA. BUTYL RUBBER BASE / //� o a ASTM C -478 CLASS A EXTERIOR BACKPLASTER REINFORCED CONC. PIPE MATERIAL. 1/4- ±1/16 _ 4 000 PSI MIN. THICKNESS FROM 2 BELOW TOP OF CONE 4' -0" To CASTING, PER SPECS. 6" MIN.— 1 <1 J. COMPACTED SAND MANHOLE STEPS a - AT 16" MAX. ON CENTER. ` ` ' (SEE DETAIL) a =====3 /\ 1 \ —0 PRECAST MANHOLE—,,,,,, a Q ,- ' \\ o I 0 -RING GASKET BETWEEN--\ ALL RISER AND CONE , SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) NOTE GROUT MIN. a � .'-' MANHOLE CONFORMS TO PER FOOT SLOPE ASTM C -478. JOINT } CONFORMS TO ASTM C -443. PIPE THICKNESS + 1/2 DIA. +2" L� 4 0 3" MIN. COVER #4 BARS ® 6" O.C. 6 " — #53 COMPACTED STONE EACH WAY SANITARY MANHOLE 11 NOT TO SCALE C7.1 " STEEL ANCHOR BOLTS (TYPICAL) FINISHED GRADE (SLOPE AWAY FROM CASTING) 4" PRE -CAST CONCRETE ADJUSTING RINGS MINIMUM (1) (TYPICAL) PRE -CAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING WET GROUT BED INFLUENT JOINT DETAIL \ /j\ ALL JOINTS SHALL BE SEALED BY A 1/2' OR 3/4" APPROVED F1- E>19LE BUYTL CONFORMING TO CONCRETE SEALANT (ROPE) \ \\ ASTM C 990. COMPOSITION AND THICKNESS OF MATERIAL SHALL BE DEPENDENT ON SEASON OF / \� 0 AS BY HSE. ICQNTRACTOROSHALL GROUT DIRECTED INTERNAL JOINTS \ //X WITH NON - SHRINK GROUT. //j / TO UNDISTURBED EARTH (12" MINIMUM) "CLEAN" SAND BACKFILL TO INFLUENT P AND EFFLUENT MANHOLE CASTING TABLE LOCATION MODEL COVER HEAVY DUTY SOLID 18'INCHES OR MORE ABOVE EAST JORDAN 1030 -Zt 100 YEAR FLOOD ELEVATION OR NEENAH R- 1712 -B OF ALL WATERWAYS 4 LESS THAN 18' ABOVE 100 EAST JORDAN 1050 -ZtWT HEAVY DUTY SOLID YEAR FLOOD ELEVATION OR NEENAH R- 1916 -E RESILIENT CONNECTOR OR CAST OF ALL WATERWAYS ' IN PLACE A -LOC OR HSE LID OWNERSHIP LETTERING PRIVATE • "SANITARY SEWER' ALL CASTINGS TO BE SUPPULU wish FOUR (4) ANCHOR BOLT HOLES 6 7 8 in 11 12 DISTANCE DEFINED BY D.O.T. REQUIREMENT 35— 0" MAX. MIN. 6" TOPSOIL TO ENSURE GRASS HEAVY DUTY LAMPHOLE GROWTH IF NOT CASTING W/ SOLID LID, UNDER PAVEMENT T NEENAH R -1974 OR EQUAL OF PAVEMENT, CURB // ' MINIMUM WIDTH SIMILAR STRUCTURE / 1.25 OD + 12 BLIC RIGHT -OF -WAY ` CONCRETE COLLAR--\ 6" TYP) FINISH FLOOR \\ \\ 0 1­- \ \' \/\ \ \ 4' MIN. COMPACTED SOIL UTILITY // , �� �/ /// a IF WITHIN 5' OF EDGE OF IF NOT WITHIN 5' OF EDGE OF BACKFILL PLAN / \/\ \ PLANFOR PAVEMENT, USE "8" BORROW OR PAVEMENT: USE "B" BORROW \ \/ /\ �/ / a INVERTS EQUIV. GRANULAR MATERIAL ID COMPACTED TO 90% MODIFIED / COMPACTED TO 95% MODIFIED PROC70R DENSITY TO 1/6 OF #8 COMPACTED STONE PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL PIPE DIAMETER AND REGULAR , AOD BACKFILL TO TOP OF TRENCH -� d v J �� v �- FLEXIBLE PIPE SLEEVE AEDDING 8 STONE OR APPROVED EQUIVALENT F BEDDING HAND TAMPED OR DEPTH 0 W PIPE MATEPLACE. MATERIAL BELOW WALKED INTO WYE BEND 1 LEGEND OD = OUTSIDE DIAMETER ID = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) 27" & SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" 45 RTES• NOTE: 1. ALL INITIAL BACKFILL SMALL DE INSTALLED IN 6" TO 12" MAXIMUM CLEANOUT SPACING TO BALANCED LIFTS. BE NO MORE THAN 100 FEET. 2. A MINIMUM 9" OF CLEARANCE CLEANOUT DETAIL o4 SHALL BE PROVIDED ON EACH 13 14 15 1[:1 10' MIN. 3' TRENCHED GRADE IN PLACE ANOTHER UTILITY FACILITY (TELEPHONE, GAS, ELECTRIC, CABLEVISION, ETC.) N T � \ // \ / / \ / /� \ //� WATER MAIN. 1. WATER MAIN SHALL NOT 8E \ \j \ \� \�� LOCATED IN THE SAME TRENCH AS SANITARY SEWERS. 2. SEPARATION OF 3 FEET WITH ANY UTILITY REQUIRED. SANITARY OR STORM SEWER WATER MAIN LAYING PARALLEL TO SEWER MINIMUM ANGLE VI- SIDE OF THE INSTALLED PIPE. NOT TO SCALE C7.1 INTERSECTION = 45' TYPICAL DEPTH OF WATER MAIN " " HAVE CONCRETE PIPE RCP o8 1/2 To 8 PIPE SHOULD REINFORCED CO 4 - s" of COVER, 10" AND LARGER PIPE SHOULD HAVE ocnnt kin rrDrzNir_1-1 n1 =TAII C71 4' OF COVER. NOT TO SCALE BREAK AWAY HYDRANT STANDARD HYDRANT SETTING: THREADS TO MATCH LOCAL FIRE HYDRANT 3' FROM RE DEPARTMENT EQUIPMENT RIGHT -OF -WAY LINE OR AS PUMPER CONNECTION TO APPROVED BY WATER COMPANY. FACE TOWARD PAVEMENT V -6" MIN. TO SET TOP FLUSH WITH 2' -0" MAX. ,—FINISHED GRADE FINISHED GRADE TO BE MARKED "WATER ". AX x/ 6" NOMINAL BARREL MIN. \ � 1 CU YD. LOOSE STONE OR GRAVEL 3 -PIECE ADJUSTABLE VALVE 80E FOR DRAINAGE. (6" ABOVE PORTS) DO NOT USE CRUSHED LIMESTONE. SUPPORT VALVE BOX WITH BRICK OR BLOCK CONCRETE THRUST BLOCK NOT TO ON UNDISTURBED EARTH COVER JOINTS OR DRIP HOLE REQUIRED ON 10" AND LARGER MAINS. a v a o 0 o a I I 4 a VALVE FLANGED TO FITTINGS DI ANCHORING COUPLING GATE VALVE PER AWWA C500 CONCRETE THRUST BLOCK TO OPEN COUNTER CLOCKWISE ON UNDISTURBED EARTH HYDRANT DETAIL o9 NOT TO SCALE C7.1 NOTE: 1) GREASE TRAP SHALL CONFORM TO ASTM C 478 UTILIZING 4,000 PSI CONCRETE. CONTRACTOR MAY SUPPLY GP.EASE TRAP AS MANUFACTURED BY ZURN SERIES Z -1170 OR JAY R. SMITH MANUFACTURING COMPANY SERIES 8000. 2) EXTERIOR INSTALLATION MUST BE CONCRETE OR CAST IRON. STEEL GREASE TRAPS SHALL (•1LY BE INSTALLED INSIDE A BUILDING. FRAME AND COVER REA (SEE MANHOLE CASTING 5 TABLE FOR DETAILS) (TYPICAL) DATE: 08 -10 -2005 24" RCP RISER 4 CORE DRILLED OPENING WITH ' RESILIENT CONNECTOR OR CAST ' IN PLACE A -LOC OR HSE w •p APPROVED EQUAL. �zz • (TYPICAL ALL PIPE PENETRATIONS) -� EFFLUENT � 0-zz %/ \/j " 0 uj NO CORE WILL BE PERMITTED WITHIN 6 Q OF INTERNAL OR EXTERNAL JOINTS. Lu \\ 6" REINFORCED CONCRETE neo MAY BE INCREASED DISTANCE W \ \\ BASED ON THE CONSTITUENTS t,/) r N \i.�/ OF THE F LS T0 20„ d' \ \// CONSULT HSE PRIOR HOP / DRAWING SUBMITTAL. • //� /� LIQUID * * UT ASE REDUCED CASE-BY-CASE • -• \� ` BASIS AS APPROVED BY HSE. yy //� RAND ESUPPOR STONE MAT v FOR LEVELING �\ /�' OUTSIDE DIAMETER + 1' FOR PRE -CAST NOTE: 1) GREASE TRAPS MUST BE SIZED ACCORDING TO THE INDIANA STATE BOARD OF HEALTH BULLETIN S.E. 13, "ON -SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENT". SECTION 501 "GREASE TRAPS" AND PER LOCAL REQUIREMENTS OR CODES. THE SIZING METHOD FOR ALL STRUCTURES MUST BE APPROVED BY HSE. 2) SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL. EXTERIOR GREASE TRAP DETAIL 12 NOT TO SCALE t� r� CRY SEWER E SLtJt'E = 1/2" PEm ruui SET TOP FLUSH WITH FINISHED GRADE. TO 10' BE MARKED "WATER" 10' WATER MAIN 3 -PIECE ADJUSTABLE VALVE BOX & SLEEVE / u- / oo ? s U a a � � d LLJ 4. NOTE: O.D. + 1' -0" I SEWER I SUPPORT VALVE BO X Min. (Typ.) r WITH BRICK OR BLOCK Q ON UNDISTURBED EARTH CLASS 150 MECH. JOINT ° FLEXIBLE COUPLING FLEXIBLE COUPLING DUCTILE IRON PIPE OR ADAPTOR WATER MAIN CONCRETE COLLAR OR ADAPTOR CONC. COLLAR WATER MAIN CROSSING SEWER SEWER /WATER LINE SEPARATION rol NOT TO SCALE C7.1 a VALVE FLANGED TO FITTINGS CONCRETE THRUST BLOCK GATE VALVE PER AWWA C500 ON UNDISTURBED EARTH TO OPEN COUNTER CLOCKWISE GATE VALVE AND BOX 2 NOT TO SCALE C7.1 AVEMENT INSTALLATION REQUIRED 1. EXTENDING 20' FROM STORM INLETS DO��D < _ OR MANHOLE WHERE SHOWN ON THE a o UTILITY & GRADING PLAN. ��( N 2. PIPE MATERIAL PER INDIANA DEPT. OF TRANSPORTATION SPECS. No. 718.02 D z 4" DIAMETER PERFORATED # 8 WASHED STONE 4" q HIGH DENSITY MIN. MIN. POLYETHLENE PIPE WITH "HIGHWAY SOCK FILTER" 4" PIPE UNDERDRAIN os UNDER PAVEMENT C7.1 NOT TO SCALE NEW MAIN LAPPING SLEEVE VALVE & BOX PIPt OR BEND AS REQUIRED NOTE: BENDS & FITTINGS AS REQUIRED. SEE PLAN SHEETS FOR DETAILS. CONNECTION TO EXISTING WATER MAIN DISTANCE DEFINED BY D.O.T. REQUIREMENTS IN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT a a a \\ \1711 MINIMUM WIDTH �\ \\ 1.25 OD + 12 "',, \� EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE ,� \\ / \ \\ "B" BORROW MATERIAL IN THE PUBLIC RIGHT OF WAY �/ GRANULAR MA E SEWER MAIN TO 95% MODIFIED PROCTOR DENSITY TO TOP OF TRENCH IF _ \\ 12„ LESS THAN OR WITHIN 5' OF O�� O� MIN. EDGE OF PAVEMENT. IF GREATER EXISTING GRADE a THAN 5' FROM EDGE OF PAVEMENT, #8 STONE OR APPROVED AREA TO BE BACKFILLED WITH / EQUIVALENT. BEDDING MATERIAL HAND CLEAN MATERIAL THAT SHALL 4 -0 EQU / CONTAIN NO MORE THAN 10% TAMPED OR WALKED INTO PLACE TO A OD PASSING A No. 200 SEIVE. MIN. OF 12" ABOVE TOP OF PIPE. /� > �- 45' WYE FITTING o CONCRETE �� 4" 1/4 "/1 • GROUT BENCH OD = OUTSIDE DIAMETER OF PIPE ID = INSIDE DIAMETER OF PIPE Q NOTES -"--1� MINIMUM PIPE 1. ALL INITIAL BACKFILL SHALL a DIA. BE INSTALLED IN 6" TO 12" ° ° a BALANCED LIFTS. LATERAL a COMPACTED 2. A MINIMUM 9" OF CLEARANCE 45' ELBOW #53 STONE SHALL BE PROVIDED ON EACH SEWER MAI IDE OF THE INSTALLED PIPE NOT TO SCALE EXISTING WATER MAIN SECTION A -A STANDARD MANHOLE BENCHES 10 NOT TO SCALE C7.1 n. 9 V - ......... ' S ELEVATION PLASTIC PIPE PVC & HDPE 07 BEDDING/TRENCH DETAIL C7'1 LATERAL DETAIL "All NOT TO SCALE NOT TO SCALE C7.1 11 12 13 -- - I14 115 10 IT•'� NTS 0 NTS NTS REA 4 5 1 2 3 DATE: 08 -10 -2005 t� r� CRY SEWER E SLtJt'E = 1/2" PEm ruui SET TOP FLUSH WITH FINISHED GRADE. TO 10' BE MARKED "WATER" 10' WATER MAIN 3 -PIECE ADJUSTABLE VALVE BOX & SLEEVE / u- / oo ? s U a a � � d LLJ 4. NOTE: O.D. + 1' -0" I SEWER I SUPPORT VALVE BO X Min. (Typ.) r WITH BRICK OR BLOCK Q ON UNDISTURBED EARTH CLASS 150 MECH. JOINT ° FLEXIBLE COUPLING FLEXIBLE COUPLING DUCTILE IRON PIPE OR ADAPTOR WATER MAIN CONCRETE COLLAR OR ADAPTOR CONC. COLLAR WATER MAIN CROSSING SEWER SEWER /WATER LINE SEPARATION rol NOT TO SCALE C7.1 a VALVE FLANGED TO FITTINGS CONCRETE THRUST BLOCK GATE VALVE PER AWWA C500 ON UNDISTURBED EARTH TO OPEN COUNTER CLOCKWISE GATE VALVE AND BOX 2 NOT TO SCALE C7.1 AVEMENT INSTALLATION REQUIRED 1. EXTENDING 20' FROM STORM INLETS DO��D < _ OR MANHOLE WHERE SHOWN ON THE a o UTILITY & GRADING PLAN. ��( N 2. PIPE MATERIAL PER INDIANA DEPT. OF TRANSPORTATION SPECS. No. 718.02 D z 4" DIAMETER PERFORATED # 8 WASHED STONE 4" q HIGH DENSITY MIN. MIN. POLYETHLENE PIPE WITH "HIGHWAY SOCK FILTER" 4" PIPE UNDERDRAIN os UNDER PAVEMENT C7.1 NOT TO SCALE NEW MAIN LAPPING SLEEVE VALVE & BOX PIPt OR BEND AS REQUIRED NOTE: BENDS & FITTINGS AS REQUIRED. SEE PLAN SHEETS FOR DETAILS. CONNECTION TO EXISTING WATER MAIN DISTANCE DEFINED BY D.O.T. REQUIREMENTS IN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT a a a \\ \1711 MINIMUM WIDTH �\ \\ 1.25 OD + 12 "',, \� EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE ,� \\ / \ \\ "B" BORROW MATERIAL IN THE PUBLIC RIGHT OF WAY �/ GRANULAR MA E SEWER MAIN TO 95% MODIFIED PROCTOR DENSITY TO TOP OF TRENCH IF _ \\ 12„ LESS THAN OR WITHIN 5' OF O�� O� MIN. EDGE OF PAVEMENT. IF GREATER EXISTING GRADE a THAN 5' FROM EDGE OF PAVEMENT, #8 STONE OR APPROVED AREA TO BE BACKFILLED WITH / EQUIVALENT. BEDDING MATERIAL HAND CLEAN MATERIAL THAT SHALL 4 -0 EQU / CONTAIN NO MORE THAN 10% TAMPED OR WALKED INTO PLACE TO A OD PASSING A No. 200 SEIVE. MIN. OF 12" ABOVE TOP OF PIPE. /� > �- 45' WYE FITTING o CONCRETE �� 4" 1/4 "/1 • GROUT BENCH OD = OUTSIDE DIAMETER OF PIPE ID = INSIDE DIAMETER OF PIPE Q NOTES -"--1� MINIMUM PIPE 1. ALL INITIAL BACKFILL SHALL a DIA. BE INSTALLED IN 6" TO 12" ° ° a BALANCED LIFTS. LATERAL a COMPACTED 2. A MINIMUM 9" OF CLEARANCE 45' ELBOW #53 STONE SHALL BE PROVIDED ON EACH SEWER MAI IDE OF THE INSTALLED PIPE NOT TO SCALE EXISTING WATER MAIN SECTION A -A STANDARD MANHOLE BENCHES 10 NOT TO SCALE C7.1 n. 9 V - ......... ' S ELEVATION PLASTIC PIPE PVC & HDPE 07 BEDDING/TRENCH DETAIL C7'1 LATERAL DETAIL "All NOT TO SCALE NOT TO SCALE C7.1 11 12 13 -- - I14 115 10 IT•'� NTS 0 NTS NTS REA - ( IN FEET ) 1 inch = NTS ft. (ASSUMED NORTH) REVISION RECORD O �I C ' h' 40 � �� Q'� • G1S TFR • �� :0�i No PE10300058 STATE OF i 0 '' /ND I MA' . , ZN� ems♦ E�,, C DATE: DWN BY: REA CHKD. BY: ACH SCALE: NTS DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER c=;?o Ei SHEET OF W Lu w �zz J �OQ � 0-zz 0 uj Z Q Lu neo W U t,/) r N d' PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER c=;?o Ei SHEET OF m L1 K I JI II HI G F E F01- A 2 3 DIMENSIONS (INCHES) PLAN VIEW A (MAX) B (I.D.) C (MIN) 9 11 RV Y THE HAMILTOX 'C?UKTY E io R 4-8 25 - - - 48 28 P2121 4 24 48 31 27 60 34 :50 30 60 38 33 60 41 _j6- 2:zz juptuatc W.&STIC OR 4 OF CAS 60 PAVEMENT LAWN 60 44 AREA AREA 59 42 SEE PLANS FOR TYPE 6" TOPSOIL TING AND FRAME ___rONCRETE "0" SIN G " PRECAST REDUCER CAP 00 < 2'-0' MORTAR 1/2" CEMENT V), 6 IN.— 10 NON-SHRINK PRECAST MANHOLE B GROUT SECTION *C MAX. OPENING BARREL SECTION 4" GREATER A ASTM C-478 CLASS A OF PIPE PIPE 4000 PSI THAN O.D. REINFORCED CONCRETE YV. 4" COMPACTED 0( 0 #53 STONE 0 C #4 REBAR 6" O.C. EACH WAY MANHOLE STEPS REQUIRED IF DEPTH EXCEEDS 4'-0" (AT 16" MAX. ON CENTERS) STORM MANHOLE \�7.�2 NOT TO SCALE MANHOLE SECTION � 26" 62 34" 11 22 HOLE SIZE­,, VARIES I F_ PLAN VIEW TOPSOIL-,\,, NEENAH R -3010 t _1 2 #4 BARS AT 2811 LONG 2" MIN. 6" MIN. (TYP — < NON-SHRINK GROUT C= .#4 BARS AT V) 12" O.C., E.W. �!J_ MAXIMUM OPENING > 4" GREATER THAN O.D. OF PIPE -1- —4" UNDERDRAIN V 2 00 C_ TAT- 4" COMPACTED CROSS SECTION #53 STONE CURB INLET TYPE "All /'Oo'2*-N NOT TO SCALE 3611 24" HOLE SIZE VARIES-\ 5 16 7 19 19 42" _j Li L_j L-i C) VARIABLE HOLE SIZE PLAN VIEW SEE PLANS FOR TYPE OF CASTING AND FRAME 1/2"04 1/2". 6" (TYP.) 2 # 1 DEEP RECESS 361 BARS LONG TOPSOIL Iff I 1�0 6" MIN #4 REBAR AT NON SHRINK G i ROUT 12" O.C., E.W. MAX. MIN —4 OPENING 4" GREATER _4" UNDERDRAIN 00 OF PIPE THAN O.D. NON SHRINK GROUT ___�/;' K i? 93j, I \-4" COMPACTED #53 STONE CROSS SECTION INLET TYPE "E' NOT TO SCALE PLAN VIEW 6" TOPSOIL 0111LE Alq[i NEENAH A R-3287 9 11 RV Y THE HAMILTOX 'C?UKTY E io R F jiliff: - - - - - - rj5e_,'ATER iF-4.0 2 #4 BARS :),I Z E 24 THR U 6 63 t: •*.j!UI TL, GATE LATCH, 42" LONG \\ j� 6- u4mown 90m5le, Glr- cumF Z! rftTz3Tn 4" MIN. C' _j6- 2:zz juptuatc W.&STIC OR 2UTYL fL-jnnrP zxu. o�a MIN BLACK METAL GATE WITH BLACK PRIVACY 4 REBAR 0 0 1 AN F T r--q A 1!11 m Is.1 V Z T F- wrx anurp JIBLE TO UhljU- IL 2" O.C., E.W. 2 MAX. zOw Z / z2N U) UNDERDRAIN W OPENING I!;, TQ 'Z:l 117 41 FILLER PANELS MOUNTED REQUIRED 4" GREATER r."40 rrm TOOT =79. alTffcrz ~ > 'mjj_jLq TO n7g� IX-ONSTRUCTrID THAN O.D. Q T(I 2�f f1pa LINE i1F plp& 113 TO ZI — e a X. U OF PIPE YE S TO BACK OF PICKETS 7U. V, NON-SHRINK GROUT-/ q 00 21 vi J /A ) 'q r 3 I'! TO "T m It 3 i3 6" 6" COMPACTED #53 STONE CROSS SECTION CURB INLET TYPE 'IM11 teOF� NOT TO SCALE ICL. �2 5 16 7 19 19 42" _j Li L_j L-i C) VARIABLE HOLE SIZE PLAN VIEW SEE PLANS FOR TYPE OF CASTING AND FRAME 1/2"04 1/2". 6" (TYP.) 2 # 1 DEEP RECESS 361 BARS LONG TOPSOIL Iff I 1�0 6" MIN #4 REBAR AT NON SHRINK G i ROUT 12" O.C., E.W. MAX. MIN —4 OPENING 4" GREATER _4" UNDERDRAIN 00 OF PIPE THAN O.D. NON SHRINK GROUT ___�/;' K i? 93j, I \-4" COMPACTED #53 STONE CROSS SECTION INLET TYPE "E' NOT TO SCALE CAN'­ CANE 121-011 PLAN Of ArV KAPTAI r.ATF' CROSS SECTION TRASH ENCLOSURE DETAIL rC)5%\ NOT TO SCALE 6 17 BRICK TO MATCH BUILDING COLOR AND TYPE. DIA. STANDARD FEEL PIPE BOLLARD :-'E DETAIL 0 11 stil , 0 F. F 1. C E, 0 F THE .11AM111 J P r 12 W 7 A.. 1�1_ IV. r_r4 q 7M, pr•Y`. '.t.n r ,. .. .... F. .... �v�tY ...- ....µ ...old. 14014% CiV� '4 YE Nlil-1 27 Lhi 'u IT U4AST �IDRIFIAN 105,134,1.11 1 l 3 N_CT TO 1 [.1 1 UT_! Gr wpprzvetl hv, OU714TY ST.-IRNEYOR,"S OTFICEj • 14 kNI IL 7 - 0 1 R CA',S1T[tI4G'-' Hu'Ll ItTE AND FRA,!AE N1 A, A A RP FICIV ED: '14 kloi 11'(311' M U S, 0 P4 V Ff Y 0 R -'I'C F�', 0. F T I Off r L '�T T U'C T UR, 06. 111111!1 "Ttlov., 0111LE Alq[i � t 'T L 9 11 RV Y THE HAMILTOX 'C?UKTY E io R F jiliff: - - - - - - rj5e_,'ATER iF-4.0 z :),I Z E 24 THR U 6 63 t: •*.j!UI TL, GATE LATCH, 'A E� 77 1 IF F EV Fr 911; $ "_ 'A ' rv.�Ilt'k 1: 151 PI LS T EZ u p On r r ! .-44. . F CT .. C ✓ 6- u4mown 90m5le, Glr- cumF Z! rftTz3Tn C' 111"WERT 2:zz juptuatc W.&STIC OR 2UTYL fL-jnnrP zxu. o�a BLACK METAL GATE WITH BLACK PRIVACY NO LOCK 0 1 AN F T r--q A 1!11 m Is.1 V Z T F- wrx anurp JIBLE TO UhljU- IL TP 1.1 2 uj zOw I!;, TQ 'Z:l 117 41 FILLER PANELS MOUNTED REQUIRED r."40 rrm TOOT =79. alTffcrz ~ 'mjj_jLq TO n7g� IX-ONSTRUCTrID dJ Q T(I 2�f f1pa LINE i1F plp& 113 TO ZI — e a X. U YEN YE S TO BACK OF PICKETS 7U. V, LIF rjy r 21 r 3 I'! TO "T m It 3 i3 V t t. r_ri z:4 will L 0. r, 1; r. N 00 ------------- 0 — 1,_ : w �-" - i :�. -'� - ' . BRICK TO MATCH BUILDING COLOR AND TYPE. REB AR REINFOR CEMENT q <1 <1 I> Z> ETE CONCRETE PAVEMENT EXPANSION JOINT CONCRETE FOUNDATION CAN'­ CANE 121-011 PLAN Of ArV KAPTAI r.ATF' CROSS SECTION TRASH ENCLOSURE DETAIL rC)5%\ NOT TO SCALE 6 17 BRICK TO MATCH BUILDING COLOR AND TYPE. DIA. STANDARD FEEL PIPE BOLLARD :-'E DETAIL 0 11 stil , 0 F. F 1. C E, 0 F THE .11AM111 J P r 12 W 7 A.. 1�1_ IV. r_r4 q 7M, pr•Y`. '.t.n r ,. .. .... F. .... �v�tY ...- ....µ ...old. 14014% CiV� '4 YE Nlil-1 27 Lhi 'u IT U4AST �IDRIFIAN 105,134,1.11 1 l 3 N_CT TO 1 [.1 1 UT_! Gr wpprzvetl hv, OU714TY ST.-IRNEYOR,"S OTFICEj • 14 kNI IL 7 - 0 1 R CA',S1T[tI4G'-' Hu'Ll ItTE AND FRA,!AE N1 A, A A RP FICIV ED: '14 kloi 11'(311' M U S, 0 P4 V Ff Y 0 R -'I'C F�', 0. F T I Off r L '�T T U'C T UR, 06. FD 1.L.A'110ER THA t4 p7j, c,4., -tr.q-4 E7* 14 ` 1i , v ru. 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Al 111111!1 "Ttlov., 0111LE Alq[i � t 'T L 9 11 RV Y THE HAMILTOX 'C?UKTY E io R F jiliff: 'A' - T« iJ4 011" rj5e_,'ATER iF-4.0 ft ALIT :),I Z E 24 THR U 6 63 t: •*.j!UI TL, STP 'A E� 77 1 IF F EV Fr 911; $ "_ 'A ' rv.�Ilt'k 1: 151 PI LS T EZ u p On r r ! .-44. . F CT .. C ✓ pfTIE01 WILL. u4mown 90m5le, Glr- cumF Z! rftTz3Tn C' 111"WERT 2:zz juptuatc W.&STIC OR 2UTYL fL-jnnrP zxu. o�a 11-14 IN 14 0 1 AN F T r--q A 1!11 m Is.1 V Z T F- wrx anurp JIBLE TO UhljU- IL TP 1.1 2 uj zOw I!;, TQ 'Z:l 117 41 uj Ti-xctf r."40 rrm TOOT =79. alTffcrz ~ 'mjj_jLq TO n7g� IX-ONSTRUCTrID dJ Q T(I 2�f f1pa LINE i1F plp& 113 TO ZI — e a X. U YEN YE S A 7U. V, LIF rjy r 21 r 3 I'! TO "T m It 3 i3 V t t. r_ri z:4 will L 0. r, 1; r. N FD 1.L.A'110ER THA t4 p7j, c,4., -tr.q-4 E7* 14 ` 1i , v ru. 'Tiru a, t"IL18 'r ,, � * X : . 14 TT' 31, +rN,irm nmc,: A-H4 01.1r, ;C3,00 FIVE0 EFF Er, Z�l - -2k P it I '0+615PEC -1f.L NOTS' VC TO 7 lt,F P 7 ITIL1 PC. A ff,'13[ rjR, A ISPECiAL rjols, FOR 3TALLE:4D TGI S -]AL t $'TFP3 113 f'F4 Iq -.0 PE jrp , p; �q­r, 10JTi1!f3',fE AC C2 _j UR`P� � NT YOH.-. 0 u T E 0 F F 11 C. .11: T rU r az APP.F, Eu. D K lti�. 12 13 14 15 C�01J'L`M SURYSYOR rYI!-iTV4!7j OR p. 4 4 1771 4:1ADe z� 1I: 71 •�[j { s { i I II LF,'_SS THV 1Z ' -yam-' j�. �+ 1Y^..[� . 1:771 11 14 t 44 �4 � 1 .�__I I �__..� I r ► rat_ .r 1� 41' 1 Fn FUTUIZE TO A "'I"ON a 1 .1 W1 I Q r7 e�7 'r-CA bite I �,,3u DjjpqVU;V AND rMVF-V.T rLLrWKT1 01* S W A F IT' D E T AIL tole P-1 -1 C! A El I L 9 j iurm VC 1401 tu "1" 0 14 C. 0' U N T Y 4 r R V E 'Y R S 0 r F10E ANUL n, N PLA" 57'A N D A !R E TK UA ul H ZVOUN.? D .16. Al _m1'?1?1'.4;J Lam 'j' 111111!1 Ft.rr TURN-S Orf"Jfz"F tDF 9 11 RV Y THE HAMILTOX 'C?UKTY E io R F jiliff: 'A' - Nl A N 110 L4 11i STANDARD T Crj"TI.V13 '0JAu V :),I Z E 24 THR U 6 63 STP 'A E� 77 1 IF F EV Fr 911; $ "_ 'A ' rv.�Ilt'k 1: 151 PI LS T EZ u p On r r ! .-44. . F CT i Op u4mown 90m5le, Glr- cumF Z! rftTz3Tn C' 2:zz juptuatc W.&STIC OR 2UTYL fL-jnnrP zxu. o�a 11-14 IN 14 0 1 AN F T r--q A 1!11 m Is.1 V _m1'?1?1'.4;J Lam 'j' 111111!1 Ft.rr TURN-S VIA. .4 GXEATEn THA'N V13 D FN 3. C, 'A' - 6F TO 40 CIS G;KrATER THA?f 41 TO P3 Er-; fIT Irl IT J!!Lit !TLF1 ii �nt d-E rm u V m P m 3per N-17 SCALE: NTS DATE: 08 10-2005 - MGTK, m WAI P. STP uj LH 2:zz juptuatc W.&STIC OR 2UTYL fL-jnnrP zxu. o�a CL z Z wrx anurp JIBLE TO UhljU- IL 0T. D.D...V., NITA uj zOw LLI 2 uj Ti-xctf r."40 rrm TOOT =79. alTffcrz ~ 'mjj_jLq TO n7g� IX-ONSTRUCTrID dJ Q T(I 2�f f1pa LINE i1F plp& x. er 'Ve ­.X= n'z%w ke. o'. X'2�. k0k7 0 7c_ eay p (,MFLEj7 UNIT :FIRK nj=. Tti IUM Oil A9r.V1'?1W ALtr"Jk7yE r OFFICE )N COUNT� 23 J A 114 T 1_� T T DARID PLAN D -21 Ale UT ..... '0V B'DI 9 "'R 40 VIF11014-11-ToN r, T EI-IT 01 Ct -Of ........ 14- 115 8 NTS 0 NTS NTS ( IN FEET 1 inch = NTS ft. (ASSUMED NORTH) IV 0.0 ♦ 0 00 • No PEl-0300058 STATE OF ON 4f /ONA_O'p % C d"A DATE: DWN BY: REA CHKD. BY: ACH SCALE: NTS DATE: 08 10-2005 - Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317-244-1968 FAX -244-19 7.7 PROJECT NUMBER 05-123 DESIGN PHASE CON STRUCTION PLAN NUMBER cr Aph SHEET OF > Q.00 uj 2:zz o�a CL z Z uj zOw LLI 2 uj r."40 ~ trl dJ Q U V) PROJECT NUMBER 05-123 DESIGN PHASE CON STRUCTION PLAN NUMBER cr Aph SHEET OF 2 M �N 201 J H C F I A lei 6 7 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's saritory sewer systern within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless othelvvise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. may only be used if it is 3. The existing sewer line from the building to the septic tank located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $75.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to ,.a public sewer, a septic tank " ?shall be abandoned and filled with earthen material in a safe and sanitary manner. Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUND,�TION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and speci­ications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through F-iday: All District standards can be located on our web site at http: / /www.ctrwd.org /. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge - stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. Lateral- rev.04 -01 cf TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig E DROP FOR SIZE AND LENGTH OF PIPE INDICATED 0 C e Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, S 100 ft 0.360 L 3:46 4 3.48 597 0.854 L 5:40 6 5:40 386 1.520 L 7:34 8 7:34 298 2.374 L 9:28 10 8:26 239 3.418 L 5.342 L 11:20 14:10 12 11:20 199 16 14 :10 158 133 7.682 L 17:00 18 17:00 10.470 L 18:60 21 19:50 114 13.674 L 22:47 24 22:40 89 17.306 L 21.388 L 25.852 L 30.788 L 28:51 96:37 49:05 6 t .17 27 25:30 28:20 31:10 88 80 72 30 33 38 34:00 86 A i 3 4 Specification Time for Length (L) Shown, min:s 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 3:46 3:46 3:46 3:46 3:46 3:46 146 5:40 5:40 5:40 5:42 6:24 5:40 5 :40 7:34 7:34 7:34 7:36 8:52 10:08 11:24 9:28 9:28 9:63 11:52 13:51 15:49 17:48 11:20 11:24 14:15 17:05 19:58 22:47 25:38 14:10 17 :48 22:15 26:42 31:09 35:36 40:04 25:38 34:54 45:34 32:03 43:37 56:55 72:07 89:02 107:49 128:12 26:27 52:21 68:22 44:52 61:00 79:46 51.16 69:48 91:10 57:41 78:31 102:33 19:13 26:10 34:11 86:32 108:50 129:18 153:80 100:57 124:38 150:43 179:29 115:22 142:25 172:21 205:07 129:48 160:15 193:53 230:46 43:16 53:26 �746: :38 55 57:41 71:13 X58:10 102:12 5 6 7 I 0 in 9 V www.civil-- clesigns.coni 12 13 14 15 W TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY 2002 1. Standard sp ecifications of the District and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. 2. Sanitary sewe r pipe e shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 1245413. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with r' joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10 and larger shall be molded or fabricated in accordance elastome is 41 of ion 7.1 1 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as d hes and conform Ito. with sect ASTM F -477 specifications. Gaskets for elostomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inc specification. Fittings shall be manufactured by Harco or equal. manholes shall be recast concrete manholes in accordance with ASTM C -478 and Section 720.. 0 -rings shall conform to C -443. Kent 4. All sanitary manho P equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacng shall be no more than 16-inches. Seal or Manholes shall II be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and op equipment operation of vacuum a ui ment and indicating devices must be in accordance with manufacturers recommendations and performance specifications which i h have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage e will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) For manholes five (5) feet in diameter, requirements for four 4 foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine seconds to the time q ( ) the applicable minimum elapsed time. h test necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. D. If the manhole fails the rY P I joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. E. If manhole � P F. Manholes will be subject to visual inspection with all visual leaks being repaired. be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be 5. Butyl rubber coating shall pp applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. including all riser rings shall be sealed using Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches of 6. The manhole chimneys, inc g 9 the manhole co n e 9 and casting frame shall be cleaned and primed. The Uniband shall extend frorn 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. are set b plan. However, the castings are to be adjusted in the field by the Engineers representative n n should adjusting discrepancy shall 7. The casting elevations Y P occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum g be 12- inches. be structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved constructedhall m nimum 8. Backfill around all s backfilled with ranular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks a 9 of 6 months after backfill has been in place. for verifying btained by the developer prior to start of 9. The Contractor shall be responsible Y 9 that all state highways, city, and county permits have been o construction. Uft required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and re 10. The Contractor shall be q de lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final mediatelm above the so invert, to include P authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post Y termination point. 11. All sanitary sewer lines upo n completion will be required to pass a low pressure air test. Scid test shall be conducted according to ASTM 1417 -92, Engineer and a resentative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foo and shall be witnessed by an E n g re pt of water above the sewer line being tested. performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed aThertical 12. Deflection tests shall be ductile iron pipe, and cast iron pipe). deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. y a professional rofessional engineer representative for certification and a representative of the District. 13. All mandrel testing shall be observed 14. The ends of laterals re Is to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. P 99 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding be rfill rigid sanpipe oi equlivalent. No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12 inches above shall Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 17. Trench shall be opened sufficiently P P flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level pipe 18. No water shall be permitted to y p p shall be directed to a storm outlet in accordance with state and federal laws and regulations (3s have been completed and the the pipe. Pump discharge entering xisting sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on e 9 lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the same as the main line sewer. all shall be iven to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior o 20. Forty -eight (48) hours not ice 9 doing any testing on the sewer. ed SANITARY SEWER (Neenah Casting R 1642A or equal) and be self - sealing type. The casting flange shall be 34 21. Manhole castings shall be stamped he clear opening Neenah R- 1916 -F1 and stamped SANITARY SEWER. inches and t P 9 shall be 24 inches. Waterproof castings shall be 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% measurements of the slope of the sewer for each manhole section as construction progresses. Such measurement all 23. The Contractor shall provide measure P Land Surveyor the Districts Inspector. No more than three man hole or or Engineer and be available on -site for observation by be certified by a Registered Y sections can be constructed in advance of such measurements. not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to 24. In the event the Contractor does meet such minimum slopes. minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend 25. Laterals are to be traced with a m 9 the wire from this terminus to the building cleanout adjacent to the building. 26. Any utility crossing closer than an 8 inch separation requires a concrete encasement. 12 13 14 15 1 " ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD I IN 11h, Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 : y V) 0�- W ,,�� 1111111��I 0 N C • ti ''• S T RHO �•� �' w i �" : 2�G i No = PE10300058 W > STATE OF �p� NDI OyP.• �� ♦� �O� &10 N A1-;; U 0 ,,��♦ 111111 c . t DATE: a to 2005 --� w LL <ZZ DWN BY: J RD CHKD. BY: ACH F-pQ SCALE: NTS DATE: 07 -14 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 : y PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER CIO SHEET OF V) 0�- W 0 w W > U 0 U --� w LL <ZZ U F-pQ w aC z z V) UJ O . 3: w �J mm� OcaU C r.0 � >= o V� F� =) V) W 3: v i PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER CIO SHEET OF L K d 1 2 HOLEY MOLEY SAYS "DIG SAFELY" 3 SET TOP OF ROOT MASS 1" ABOVE FINISH GRADE :.: SPADE EDGE­­,, 4 C9 1 3 "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 BED PREPARATION 6" CALL TOLL FREE 4 PARTS TOPSOIL PER INDIANA STATE LAW ICS -1 -26. 1/4 PARTS PEAT IT IS AGAINST THE LAW TO EXCAVATE 1/4 PARTS COMPOST WITHOUT NOTIFYING THE UNDERGROUND SHRUB AND SMALL TREE LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PLANTING DETAIL NOT TO SCALE r 3 4 5 -3" MULCH LAYER AS SPECIFIED NEVER CUT LEADER. THIN UP TO 1 /3— OF BRANCHES RETAINING NATURAL SHAPE - FINISH GRADE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ----._ ABOVE FIRST BRANCH. STAKE TREES UNDER 3" CAL. USE WOOD ---,-_ STAKES 3 PER TREE @ 120' GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES ----, DRIVEN BELOW GRADE. (3 STAKES 120' APART) SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRTOPI OF BRM LL 3" MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT--- - PULVERIZE SOIL EXCAVATED USE ASOBACKFIILL LOOSEN SUBGRADE AROUND CENTER MOUND- ' AND INSTALL QUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN NOTE: UNDISTURBED SUBGRADE 03 sq. ft. UNDISTURBED SUBGRADE BASE — M SHADE TREE PLANTING DETAIL 9 /1-,- � -lba � I .,� 10 111 112 yi•, PN,Q- 1 MA- 2 AR 2- MPz 3 HOSE GUARDS AND GUY WIRE GUY TREES 9' HT. AND TALLER. USE . 2 "x 4" STAKES DRIVEN BELOW GRADE. �' { 3 STAKES @ 120' APART SET TOP OF ROOT CROWN 4" ABOVE 4 WIDE TAPE CONSISTING OF FINISH GRADE` ' 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO VE WRAPPING FIRST BRANCHES CUT ALL BINDING AND REMOVE FROM TOP OF BALL EXCAVATE HOLE 12" LARGER 3" MULCH LAYER AS SPECIFIED 4 ' ` 1! THAN ROOT BALL 4" DIA. X 4 SAUCER AROUND PLANTING PIT SCARIFY SIDES OF HOLE FINISH GRADE PULVERIZE SOIL \\ \ 13 114 115 J16 0. N ,,- O' LlS „ PLANTING SCHEDULE LANDSCAPE NOTES LEGEND KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS MATURE HEIGHT COND MATURE SPREAD + AF 21 Tilia americana x Redmond 2 -1 \2" Deciduous 35' euchlora 'Redmond' Linden B & B Shade 30' CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI Z60.1- 1996 ". 0 AR 35 Acer x freemanii 'Jeffersred' Autumn Blaze Maple 2 -1 2" Deciduous Canopy 50' B & B 45' PLANTED AT GRADE LEVEL. CT i Gleditsia triocanthos inermis 'Skycole' Skyline Honeftcust 2 -1 \2" Deciduous Canopy 45' SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF B & B 45' 0 AROUND CROWN OF TRUNK TO PREVENT GIRDELING OF TREE. -STAKE TREES UP TO HEIGHT. EIGHT. 3 STAKES EI 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED ZS 20 Zelkova serrota 'Village Green' Village Green Zelkova 2-1\2" Deciduous Canopy 50' SHRUBS SHALL BE STAKED FOR APPROVAL BY THE OWNER'S 8 & 8 35' + 9. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT _ SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. :- MP 52 Molus 'Prairifire' Prainfre Crabapple 1 -1/2" Deciduous Ornamental 20' - B &---13 20' V) LLI AND THE PLANT LIST, THE FLANS SHALL TAKE PRECEDENCE. MA 20 Magnolia stellata 'Royal Star' Royal Star Magnolia 2" Deciduous omamental 15' -20' ..> 8 & 8 10' -15' 0 0 02� CG 13 Cratoegus crus -golli 'Inermis' Thornless Cockspur Hawthorn 2" Deciduous ornamental 25' 8 & 8 25' J 0 V) PN 4 Pinus nigra Austrian Pine 8' Evergreen tree 60' 8 & 8 40' W JK Juniperus chinensis 'Kallays Compact' Kallay Pfitzer Juniper 18" Evergreen Shrub 2' No. 3 Cont. 6' JS 193 Juniperus chinensis 'Sea Green' Sea Green Juniper 18 " -24r Evergreen Shrub 3' No. 3 Cont. 5' -6t PM 123 Pinus mugho 'Mop$ Mops Mugho Pine 18 " -24" Evergreen Shrub 2' -3' 3' No. 3 Cont. 5' RM - Rosa 'Radcon' Pink Knockout Shrub Rose 18 " -24" Deciduous Shrub 3' No. 3 Cont. 3' 0 S8 8i Spiraea x bumalda 'Anthony Waterer Anthony Waterer 1 Spirea 18 " -24" Deciduous Shrub 3' No. 3 Cont. 4' -5' 0 SG 117 Spiraea x bumalda 'Gold Flame' Gold Flame Spirea 18 " -24" Deciduous Shrub 3' No. 3 Cant. 4' Weige "a flarido Java Red 18 " -24" Deciduous Shrub 3' IMF 1119 'Java Red' Weigela No. 3 Cont. 4' TO 48 Thu ja occidentolis 'Pyra:.nidalis' Pyramidal Arborvitae 6' Evergreen shrub 15' No. 3 Cont. 3' CC 113 Cotoneastar apiculata Cranberry Cotoneaster 15' -18" Deciduous shrub 3' No. 3 Cont. 5' NB :5 Myrica pcnsylvanica Northern Bayberry 18 " -24" Deciduous Shrub 10' No. 3 Cont. 10' 21 alomagrosti x ocutiflor Karl Foerster's 'Karl F,. erster Feather Reed Gross 18 " -24' Ornamental Gross 4' -5' No. 3 Cont. 3' PA tZ ennisetum lopecuroidc-v Hameln Fountain 'tier, eln' Grass 18 " -24' Ornamental Grass 30" No. 3 Cont. 24" \/ �X GF 'Uallardia 'Fanfare' Fanfare 12" Perennial 18' _ Gaillardia No. 2 Cont. 2' _ vv0000vovo )vacvov o ovvo Z52 Rudbeckia 'Goidilocks' Goldilocks Gloriosa Daisy 12" Perennial 3' No. 2 Cont. 2' 7 v � i EP 704 Lolinacea aurpurea Purple Coneflower 12" Perennial 24" No. 2 Cont. 24" EW 3G5 Echinacea x 'White Swan' White Swan Coneflower 12" Perennial 30 " -36" No. 2 Cont. 2' C sue= LANDSCAPE NOTES CHKD. BY: 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL SCALE: UTILITIES PRIOR TO STARTING WORK. - 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI Z60.1- 1996 ". PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT. W> 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. 5. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS Ce. PLANTED AT GRADE LEVEL. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF � SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF w PLANTING. ALL TWINE OR ROPE SHALL BE REMOVED FROM AROUND CROWN OF TRUNK TO PREVENT GIRDELING OF TREE. -STAKE TREES UP TO HEIGHT. EIGHT. 3 STAKES EI 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED 8' APART AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN J TWO VERTICAL LOCATIONS. EXCAVATE HOLE 12" LARGER 8. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND THAN ROOT BALL SHRUBS SHALL BE STAKED FOR APPROVAL BY THE OWNER'S SCARIFY SIDES OF HOLE REPRESENTATIVE. a. 9. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT _ SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. :- - FINISH GRADE 10. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT „ 4 MATERIAL THROUGH ONE CALENDAR YEAR FROM THE TIME C- Uj OF PROVISIONAL ACCEPTANCE. - , 11. IF THERE IS A DISCREPANCY BETWEEN THE PLANS V) LLI AND THE PLANT LIST, THE FLANS SHALL TAKE PRECEDENCE. EXCAVATED FROM HOLE AND USE AS BACKFILL 12. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM SUBGRADE AROUND CENTER MOUND '/ , / \/ j / PLANTING OPERATIONS AT NO COST TO THE OWNER. LOOSEN S / INSTALL SAND AS NEEDED TO PROVIDE AND ADEQUATE DRAINAGE AND AERATION \ j \�\ \�\ \3 ' / , /- /� 13 STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE YEAR. STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE (SET 120' APART) UNDISTURBED SUBGRADE BASE .��. • i\ r1 r —T A I I 9 10 NOT TO SCALE 14. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING' CONSTRUCTION. ANY MATERIAL DEEMED DEAD OR UNSATIFACTORY BY LANDSCAPE ARCHITECT WILL BE REPLACE-D EQUIVALENT IN SIZE AND SHAPE AT NO COST TO THE OWNER. 15. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 40 0 20 40 ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) REVISION RECORD FOF T 01 FoF i DATE: DWN BY: DTA CHKD. BY: ACH SCALE: 1 "= 401 DATE: 08 -10 -2005 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX- 244 -1969 c .s Q�m LEI �w W> U Ce. r) � J w QZZ J < 0 W a. 0 W oCZZ C- Uj l.. - 9< V) LLI U LU U0 ..> 0 0 02� N � J 0 V) :� V) W PROJECT NUMBER 05 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET OF