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U m v a c� to o I -_ ►- L_ E cn ,� .� Q U F- a) m cn m o o w v ■v vi rrrrrrrr 'r'r'r•rjrr'r'r'r'r'r'ri r- ri r-IFj ri F, �rirjr,Fjrj,JrjrjrjJJ - v ■8 wo- 0 U i[e7 GENERAL NOTES 9 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 1 1) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12) THE SITE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE COMMUNITY PANEL NUMBER 180081, MAP NUMBER 18057CO207F, EFFECTIVE FEBRUARY 19, 2003. 13) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14) THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR — FISH AND WILDLIFE SERVICE — NATIONAL WETLANDS INVENTORY MAP DATED 1990 AND TITLED "CARMEL, IND." OPERATING AUTHORITIES 0 7 0 5 4 NUIE NW A-ND 36Tffff Lq-TR71 N LOCA TION MAP DUKE ENERGY CITY OF CARMEL HAMILTON COUNTY HEALTH DEAPARTMENT CARMEL, INDIANA 46032 ONE CIVIC SQUARE HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 317- 581 -3041 CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 -2229 C201 STREET PLAN & PROFILE SHEETS ASSISTANT PLANNER : ANGIE CONN JASON LEMASTER C401 SANITARY SEWER PLAN & PROFILE SHEETS 317- 571 -2417 317- 776 -8500 C601 C602 ENTRANCE PLAN & ENTRANCE TRAFFIC PLAN TRAFFIC CONTROL PLAN DEPT. OF ENGINEERING: DICK HILL CONSTRUCTION DETAILS CARMEL CURB & PAVING POLICY SPECIFICATION SHEET LIGHTING LAYOUT PLAN WATER MAIN PLAN & DETAILS O 317- 571 -2441 CARMEL CITY UTILITIES ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 760 3RD AVENUE S.W. 317- 571 -2444 CARMEL, INDIANA 46032 JOHN DUFFY o CITY OF CARMEL FIRE DEPARTMENT 317- 571 -2443 TWO CIVIC SQUARE CARMEL, INDIANA 46032 HAMILTON COUNTY SURVEYOR'S OFFICE GARY HOYT ONE HAMILTON SQUARE, SUITE 188 rn' 317- 571 -2600 HAMILTON COUNTY JUDICIAL CENTER o C/ W NOBLESVILLE, INDIANA 46060 o CITY OF CARMEL WATER DEPARTMENT GREG HOYES 130 1ST AVENUE S.W. 317- 776 -8495 S CARMEL, IN 46032 o o N R, STEVE COOK co 317- 571 -2640 w 0 o `/'' o CITY OF CARMEL SEWER DEPARTMENT 760 3RD AVENUE, SUITE 110 0 o CARMEL, IN 46032 CD W 0 AARON HOOVER °= °-0 °U 317- 571 -2645 0 M ..� wm Z �o LD 0��o 0� oa- 10 9 0 7 0 5 4 NUIE NW A-ND 36Tffff Lq-TR71 N LOCA TION MAP DUKE ENERGY 1441 SOUTH GUILFORD CARMEL, INDIANA 46032 RON BOOHER 317- 581 -3041 VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE, INDIANA 46061 -1700 CHUCK SHUPPERD 317 - 776 -5535 AT &T 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, INDIANA 46220 317 - 265 -2727 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 IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 7 NOT TO SCALE htcr,x l�lhr PROJECT LOCATION LAND DESCRIPTION 3 0V11-i 1VlAt' PROJECT LOCATION Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00, feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right —of —way line of 1st Avenue NW and along said right —of —way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right —of —way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right —of —way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right —of —way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. PERMANENT BENCHMARK FIRM Map TBM "RM 207 -3" Cross cut on top of North end of 6.5' Cmp North of 136th Street at Little Cool Creek ELEVATION = 811.38 (NGVD — 1929) TEMPORARY BENCHMARK Monon Pede; ELEVATION = Fire Hydrant ELEVATION = Fire Hydrant ELEVATION = E. 3trian Crossing Sig 818.69 (NGVD — at SE corner 1 st 821.35 (NGVD — at SE corner 1st 825.31 (NGVD — nal Pole with TBM on Base 1929) and 136th St. 1929) and 6th St. N.W. 1929) 5 SCALE: 1•=500 DEC. 16. 2005 2 1 1 SHEET INDEX SHEET N0. DESCRIPTION C001 TITLE SHEET C101 SITE PREPERATION / DEMOLITION PLAN C102 SITE PLAN C103 -C103A GRADING PLAN C104 -C104A UTILITY PLAN C201 STREET PLAN & PROFILE SHEETS C301 -C302 ' STORM SEWER PLAN & PROFILE SHEETS C401 SANITARY SEWER PLAN & PROFILE SHEETS C501 -0503 EROSION CONTROL PLAN & DETAILS C601 C602 ENTRANCE PLAN & ENTRANCE TRAFFIC PLAN TRAFFIC CONTROL PLAN C603 -C604 C605 C606 C607 C701 -C702 CONSTRUCTION DETAILS CARMEL CURB & PAVING POLICY SPECIFICATION SHEET LIGHTING LAYOUT PLAN WATER MAIN PLAN & DETAILS EXISTING ZONING — PUD TOTAL ACREAGE: 2.59 AC. PREPARED B Y: WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46280 TELEPHONE: (317) 846 -6611 DATE: JULY 3, 2007 CONTACT PERSON: JIM SHIELDS, PE SHIELDSJ @WEIHE. NET SURVEYOR: BRADY KUHN KUHNB@WEIHE. NET DESIGN SPEED: 25 MPH PREPARED FOR: Uptown Partners, LLC. DESIGN DATA: 735 8th St. N. W. TOTAL ACREAGE — 2.59 AC Carmel, IN 46032 NUMBER LOTS — 17 TELEPHONE: 377- 966 -2023 STREET LENGTHS: FAX.- 317- 580 -9596 7TH STREET NW 496' STREET "a" 227' CONTACT PERSON: Justin Moffett STREET •'c° 155 Just inmo ffett @aol. com TOTAL: 878' 4 1 3 1 2 1 1 U\6 (yi �o U IT IT h E-4 00 00 4' tI.: t-Z O V V-4 V.-4 O M M 00 xW � W a V U O WA �z a :rn rA g WO aW o rn 00 N No A z W O � W U 1-4Wz O� W o > o U 0 W as W W �- zo -I Q� �� QV o �I z� z� w w� w o M z x I 0 a Q o Q A U Q w t Q V1 w Q z z 0 w a ����Illl l u l u n►►l,,,�� \ S�, SHIE4 Qs �\ ............ No. , *-.')'E10 • *_ P �� / /llllllllll11�1���\ \ \\ JAMES E. SIMI.DS, JR. P.E. 10201333 U SHEET NO. PROJECT NO. W06 -0569 U O w M z o �. U O C/ W O M o o N R, 4. w W o SHEET NO. PROJECT NO. W06 -0569 3 X LL) L0 O 0 0 U E CL °coo '. o � -:- I "U o 0 5 �N �� O X O 0 L,., T o O -7) () W m 0 g o� �� Li QQ� -0 J_70a_ N ce U We lue 0i E 7 A k 4 3 2 IJ, LAND DESCRIPTION II �I San. MH AZ- ' 1C. 619.66 Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East Curb Inlet - - _ N: 809.43 of the Second Principal Meridian in Clay Township of Hamilton TC. 820.80 y P County, Indiana. \ E 808.72 GUT: 820.20 �j - \� S: 809.41 Commencing at the Northeast corner of the Northeast Quarter of said Section Gas Line not Marked IN � %' � I W 810 46 by Utility Company I M // 25; thence South 88 degrees 54 minutes 52 seconds West along the north line - I Location Approximate i � � / /rR 7 \ San . MH of said quarter section 413.00 feet - as / \ , to the POINT OF &T ------ - - - - -- - - - -- / $ - TC:819.62 foll de BEGINNING of the �( � INV :808.8 owing scribed real estate: G G G G - G G G G G G G G G j San. MH �\ _ % 10" PVC - S �� _ thence South 00 degrees 07 minutes 46 seconds West parallel with the east / „ line of said q the norther) �/ • •.•��• �•� GAS 8 Steel TC: 821.50 � \� _ SS. � � � _ quarter section and along 9 y prolongation of the west In v: 814.6 \ .� \ .right -of -way line of 1st Avenue NW and along said right-of-way line a North line .N�. . of Sec. 25 -Tt8N . R3E :. W ►- ? " distance of 305.80 feet; thence South 88 degrees 54 gminu y S t8.54'52" w 2610.73' ss T -- o �! : �„ �0 /NT . OF B, `GINNING \'° 3 West 364.70 feet to the southeast corner g minutes 52 seconds N X38 54 52. 373.J� �. : '\r - - _ _ e of Instrument 98 -40 fill 862 as found in - �- - - - the Office of the Recorder of Hamilton County, Indiana, said point bein on . mo ey • O-w r t t. the east right -of -way line of the Marion Trail; thence North 01 degrees 20 / G ' minutes 01 seconds West along the east line f rQ� 6.. _ __w _w _ _ _w _ - w - - - -!� _ - - -- -- w -� - w_ -_ w w -�_- 9 o said instrument and �A kr" - w - -- -- - _ T right-of-way line 131.95 feet to the southeast corner of Instrument 339; . a° '� .A / thence continuing North 01 degrees 44 minutes 35 seconds West i rO YL ct I�I�II ICI � II I �II�I a] Q along the east line of Instrument 99 -09339 and right-of-way of the Monon w w w v �--- � u` -823 /�� Trail 173.78 feet to the northeast corner thereof, being y w �$ x I I g on the north line of W - _ - - - - _ I said quarter section; thence North 88 degrees 54 minutes 52 seconds East X lb 9. I� . along said north line 373.75 feet to the POINT OF BEGINNING. 3 �e j \ N a Containing 2.590 acres more `.b _ r(e `\ Q I� ' 9 e or less. II 'I►•.I III I I Curb Inlet TC. 819.41 III GUT: 818.92 12 CP II . INV S: 816.2 I I d :a Curb Inlet II TC:..$19.45 l ' G& T: 818.93 W -816.4 I I II /9\ I I II d� SCALE: 1 = 20 , C_ I I 0 10 20 40 CP I I III • • III ��� I II •. Ill • �I IIz I•al III I �l I� .: •I II I l II �� III � .• 1 I II .* P1A I� • I A: ^III .:.I I III• .I I III .a.l II IIII..•I I I III .,dl IIII. I Storm MH III I TC: 818.41 INV E. 816.6 iI I lIl J INV Bottom: 815.9 � 6 "Stl_ III •' I I Ir J •.I ,3' II .I Curb Inlet TC: 818.77 I f �� ` I /91 IT_ A• n �� 0 PERMANENT BENCHMARK FIRM Map TBM "RM 207 -3" Cross cut on top of North end of 6.5' Cmp North of 136th Street at Little Cool Creek ELEVATION = 811.38 (NGVD - 1929) 7 TEMPORARY BENCHMARK Monon Pedestrian Crossing Signal Pole with TBM on Base ELEVATION = 818.69 (NGVD - 1929) Fire Hydrant at SE corner 1st and 136th St. ELEVATION = 821.35 (NGVD - 1929) Fire Hydrant at SE corner 1st and 6th St. N.W. ELEVATION = 825.31 (NGVD - 1929) 5 4 JUMP [I J \6" CPP a: III I•.I d• • I I I l.�l II jIIOI I 14� II I III I•• ..1 I:�II II III I�� I.:�hI I.: II I �.:,d4�.• I.. Il I I I M .. •. I ,..I 3 GENERAL NOTES: 1. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO THE NEW STORM SEWER, AND POSITIVE DRAINAGE PRESERVED. 2. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). 3. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 4. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 5. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 6. NO WATER MAIN VALVES ARE TO BE PLACED CURBS, OR WALKS. UNDER THE STREETS, 7. ALL STREETS ARE TO BE PRIVATE STREETS. 8. ALL FULL DEPTH SAW CUTTING OF EXISTING PAVEMENT, WALKS, AND OR CURBS, SHALL BE TO THE NEAREST JOINT OR TO CLEAN EDGE. 9. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. RELOCATED UTILITY POLES MUST BE PLACED WITHIN 1 FOOT OF PROPOSED RIGHT -OF -WAY LINE. ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. 2 HATCHING INDICATES EX. BUILDINGS TO BE REMOVED. REMOVE GAS (CAP AT R /W, Q COORDINATE W/ UTILITY COMPANY. � REMOVE ELECTRIC AT R /W, TO REMAIN. COORDINATE W/ UTILITY COMPANY. Q REMOVE WATER LATERAL/ (SAW -CUT) VALVES COORDINATE 3 Q W/ UTILITY COMPANY. REMOVE 50' OF EX. 6' Cpp REMOVE HOUSE FOUNDATION REPLACE CURB INLET WITH VALLEY REMOVE SANITARY SEWER. CAP END Q AT R/W (MEETING LOCAL STANDARDS. REMOVE IX. CONCRETE DRIVE REMOVE EX. SHED/ GARAGE Q FOUNDATIONS PROPOSED LOT LINES REMOVE EX. TREES Q7 REMOVE EX. FENCE QS REMOVE EX. SIDEWALK 9Q REMOVE EX. CURB (HATCH INDICATES EXTENT OF CURB REMOVAL) GUTTER TO REMAIN. EZ- O Ln EDGE OF CURB REMOVAL A U (SAW -CUT) U) A RELOCATE EX. HYDRANT 12 REMOVE 50' OF EX. 6' Cpp � 3 REPLACE CURB INLET WITH VALLEY w� CURB GUTTER, NEENAH R- 3357 -A 14 REMOVE IX. CONCRETE DRIVE �5 REMOVE IX. ASPHALT DRIVE � g PROPOSED LOT LINES a RELOCATE EX. POWER POLES, (COORDINATE W/ URILffY COMPANY) �$ TREE PROTECTION FENCE 19 �-+ VT O E-4 �o w W Gqt��'o x MM0000 U O wA F-' z a '. 0) �l 0 aw o � 00 w�No 11::1 w H O� w U� Wz O� z z w O H .-� U 0 EE as w E-- Q V) w Q z z 0 w C SH1Ez�s,,,, >; No. Q *PE10 /0"Mill 111111\0 JAMES E. SHIELDS, JR. P.E. 10201333 Q) Lei z Oo i._ - A I-i 5 O � H w O V1 � z O O� E­i� 9 Q F O _4 d O O O Q[-� rZ4 l V � w a SHEET NO. PROJECT NO. W06 -0569 EZ- O Ln o A U Cn U) A O U � ° ¢ zo w� w� rj 0 o ¢ w w a Q�Q Q U Q as w E-- Q V) w Q z z 0 w C SH1Ez�s,,,, >; No. Q *PE10 /0"Mill 111111\0 JAMES E. SHIELDS, JR. P.E. 10201333 Q) Lei z Oo i._ - A I-i 5 O � H w O V1 � z O O� E­i� 9 Q F O _4 d O O O Q[-� rZ4 l V � w a SHEET NO. PROJECT NO. W06 -0569 3 w 0I L0 O 0 1 N O U / O U a m o t: v � L0 Z 0 o %a N co w KO) c O� � oN To /N =0 � ..Vwm Z �o g� F-w <0 bi 0 o� ■- - 0 V u G � I GAS im 0 V 8" Steel North line NE /4. of Sec.:25- T18N -R3E 0 0 n. 7 . i nno= A .9cn-1t r- 77'Z 7gs rA 6 1 5 0 4 1 3 1 2 1 1 POINT OF BEGINNING �ev' II A I� cL�1 � a. II l o ..4 IF CI I �I �N a ilQ �a A �I 4 IjI CURVE TABLE COBBLESTONE COMMONS CURVE NUMBER DELTA ANGLE CHORD BEARING TANGENT LENGTH RADIUS LENGTH ARC LENGTH CHORD LENGTH C1 09 043'39" N 86 °13'18" W 3.19 37.50 6.37 6.36 C2 02 °08'17" N 82 °25'37' W 1.17 62.50 2.33 2.33 C3 07 035'22" N 87 °17'27" W 4.15 62.50 8.28 8.27 C4 90 000'00" N 46 005'08' W 27.50 27.50 43.20 38.89 C5 75 °52'53' N 53 °08'41' W 13.64 17.50 23.18 21.52 C6 09 043'39" N 86 °13'18" W 4.89 57,50 9.76 9,75 C7 09 °43'39" N 86 °13'18" W 3.62 42.50 7.22 7.21 C8 90 000'00" S 46 °05'08" E 22.00 22,00 34.56 31.11 C9 90 °00'00" S 46 °05'08" E 25,00 25.00 39.27 35.36 C10 90 °00'00" S 43 054'52" W 25.00 25.00 39.27 35.36 C11 90 000'00" N 46 °05'08" W 20,00 20.00 31.42 2828 C12 90 000'00" N 43 054'52" E 25.00 25.00 39.27 35.36 C13 90 000'00" N 43 °54'52" E 10,00 10.00 15.71 14.14 C14 90 °00'00" S 46 °05'08" E 10,00 10.00 15.71 14.14 5 4 Q � �u iu iu iu V iu iu �u Ir I� li I. �I I� I� I� I� �I �I I� I� I� �I II. �I LAND DESCRIPTION Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right -of -way line of 1st Avenue NW and along said right -of -way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right -of -way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right -of -way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right -of -way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. LEGEND = RIGHT -OF -WAY LINE = STORM SEWER LINE = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE = SANITARY SEWER LATERAL ••• = FLOW DIRECTION +892.6' = EXISTING SPOT ELEVATION = EXISTING CONTOURS = PROPOSED ELEVATION o = STORM BEEHIVE INLET o = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE M. H. = MANHOLE STIR. = STRUCTURE D. & U. E. = DRAINAGE AND UTILITY EASEMENT S. D. & U. E. = SANITARY, DRAINAGE, AND UTILITY EASEMENT S. E. = SANITARY SEWER EASEMENT SAN = SANITARY SEWER SAN = SANITARY LATERAL H.C. = HANDICAP RAMP M. E. = MATCH EXISTING GRADE - - = SUBSURFACE DRAIN AND SUMP LINE STM = STORM SEWER .a. = GRANULAR BACKFILL Q = CONCRETE END SECTION S.S.D. = SUBSURFACE DRAIN S.S.P. = SANITARY SEWER PIPE (SDR -35) TYP. = TYPICAL PROP. = PROPOSED EX. = EXISTING R. = RADIUS 860.4 = PAD ELEV 7 = EMERGENCY FLOW ROUTE MATCH EX. CURB. (SAW -CUT EDGE) NEW COMBINED DEPRESSED CURB & GUTTER, SEED DETAIL 10 -19 SHEET C604 V -CROWN COMBINED CURB & WALK 5' SIDEWALK COMBINED CURB & GUTTER, TYPE II PARKING SPACE PAINT, 4" THERMOPLASTIC 4" OVERLAY GRASS PAVERS BREAK -AWAY BOLLARDS 10' CONCRETE MULTI -USE PATH ADA ACCESSIBLE RAMP FULL DEPTH ASPHALT COBBLESTONE PAVERS NEW TRAIL HEAD BICYCLE PARKING SPACES BENCHES (TO CONFORM WITH CITY OF CARMEL STANDARDS) ADA ACCESSIBLE RAMP 3 0 0 0 0 0 io �z 13 14 15 16 1 �1 18 1 �W_ffi 4-0 GENERAL NOTES: 1. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO THE NEW STORM SEWER, AND POSITIVE DRAINAGE PRESERVED. 2. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). 3. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 4. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 5. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 6. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS, CURBS, OR WALKS. 7. ALL STREETS ARE TO BE PRIVATE STREETS. 8. ALL FULL DEPTH SAW CUTTING OF EXISTING PAVEMENT, WALKS, AND OR CURBS, SHALL BE TO THE NEAREST JOINT OR TO CLEAN EDGE. 9. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. SCALE: 1 " = 20' 0 10 20 40 HOLEY MOLEY SA YS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 2 1 1 • .� Np 00 ^� IT O E-4 � O I w IT IT Cn W1 H 00 00 I x MM00 xw w w a V O WA �z a U1 v1 � WO � w>4 aw 000 N Q NO z W N � O W V� o-14 z w z � H O y o V ®O D c� 0 coo ° I� o o Qz C U &- zw w 0 -3 __D r- j w 0 r' w C1 E- a Q Q U Q w E- d Q V) w Q z r� z 0 w a S HIC4 ,.�` � •'GIST FR•• ''% N o. *M10 NAL •• N /1111111110 ` \` \\ JAMES E. SHDUDS, JR. P.E. 10201333 U U O w CID z C2 CID o U O r� Q0 z v J ' a � o SHEET NO. C102 PROJECT NO. W06 -0569 0 0) U-) 0 (0 0 0 0 U E ,,, a- LO MZ C) rc-, 10 c) 0 0 :3-. z C14 ,_�cs -0 to < �Ii c: 0 fj� 0 0(.) 0 �0 0 M �7_ < 0 LLJ U � �- 0 0 < I _j o a- In In I Fs 11 A ..... . .... 1A n'f '99-TIRNI-R,317 Inv. F 4.6 FZI L/ I x I ot 0` N DETENzt 9 R 7 7 EDGE OF PAVEMENT. EDGE OF PAVEMENT. n. n. 5 4 2L CN 4. 'd Curb Inlet TC: 819.41 GU T.- 81 B. 92 INV S: 816.2 4. 12 Tp C� �04 .4 Curb Inlet TC: 819.45 4. = RIGHT-OF-WAY LINE = SUBSURFACE DRAIN AND SUMP LINE = STORM SEWER LINE w - = WATER LINE = SWALE = SANITARY SEWER LINE ca = CONCRETE END SECTION = SANITARY SEWER MANHOLE = FLOW DIRECTION = FLOOD ROUTE = EXIST. CONTOURS = PROPOSED GRADE 0 = STORM BEEHIVE INLET 4-1. 0 = STORM INLET 4 G�)T. 818.93 T.C. = TOP OF CASTING A INV. -816.4 SAN STR #900 = PROP. SANITARY STURCTURE NO. RCP 4 = EXIST. TREELINE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE = PROPOSED FIRE HYDRANT STR. = STRUCTURE A D.&U.E. = DRAINAGE AND UTILITY EASEMENT 4�1 L A = REGULATED DRAIN EASEMENT Ilk B.S.L. = BUILDING SETBACK LINE = PROPOSED PAD GRADE V.W. = VARIABLE WIDTH .. A F PROP. = PROPOSED M.F.P.G. F_ ME 4. = RIGHT-OF-WAY LINE = SUBSURFACE DRAIN AND SUMP LINE = STORM SEWER LINE w - = WATER LINE = SWALE = SANITARY SEWER LINE ca = CONCRETE END SECTION = SANITARY SEWER MANHOLE = FLOW DIRECTION = FLOOD ROUTE = EXIST. CONTOURS = PROPOSED GRADE 0 = STORM BEEHIVE INLET 4-1. 0 = STORM INLET cp = PROP. STORM STURCTURE NO. T.C. = TOP OF CASTING A INV. = INVERT SAN STR #900 = PROP. SANITARY STURCTURE NO. RCP = REINFORCED CONCRETE PIPE = EXIST. TREELINE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE = PROPOSED FIRE HYDRANT STR. = STRUCTURE A D.&U.E. = DRAINAGE AND UTILITY EASEMENT 4�1 L A = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE = PROPOSED PAD GRADE V.W. = VARIABLE WIDTH .. A PROP. = PROPOSED M.F.P.G. F_ ME = MATCH EXISTING CN TYP. = TYPICAL A POND OR OPEN DITCH SHALL BE NO 4 , 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR .41 WINDOW WELLS, AND ANY OTHER STRUCTURE Storm MH MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. TC:818.41 INV E: 816.6 INV Bottom: 815.9 T 6"Stl. $tub -j 818.66 Curb Inlet TC:818.77 S17 GU T.- 818.2 7 INV S:816.2 INV E: 816.5 12 A, (p 0- =j= =Z 1 0 .�\6- CPP V.. A 41, PARKING SPACES. EDGE OF PAVEMENT. 5' EX. CURB " (TO BE REMOVED) 5 1 4 3 2 GENERAL NOTES: 1 ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED. 2. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). 3. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 4. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE-WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 5. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 6. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS, WALKS, OR CURBS 7. ALL STREETS ARE TO BE PRIVATE STREETS. 8. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-Jo02-5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1 20' 0 10 20 4 ALL EXISTING OFF-SITE DRAIN TILES THAT A - ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. 11 - 1-1 LEGEND = RIGHT-OF-WAY LINE = SUBSURFACE DRAIN AND SUMP LINE = STORM SEWER LINE w - = WATER LINE = SWALE = SANITARY SEWER LINE ca = CONCRETE END SECTION = SANITARY SEWER MANHOLE = FLOW DIRECTION = FLOOD ROUTE = EXIST. CONTOURS = PROPOSED GRADE 0 = STORM BEEHIVE INLET e,-QQU 0 = STORM INLET STIVI STR #700 = PROP. STORM STURCTURE NO. T.C. = TOP OF CASTING INV. = INVERT SAN STR #900 = PROP. SANITARY STURCTURE NO. RCP = REINFORCED CONCRETE PIPE = EXIST. TREELINE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE = PROPOSED FIRE HYDRANT STR. = STRUCTURE D.&U.E. = DRAINAGE AND UTILITY EASEMENT = PROPOSED WATER LINE VALVE R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE = PROPOSED PAD GRADE V.W. = VARIABLE WIDTH PROP. = PROPOSED M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE ME = MATCH EXISTING M.F.P.G. OF ALL STRUCTURES FRONTING TYP. = TYPICAL A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 3 1 2 1 1 0 T­4 ko 00 T-4 qT C) E-4 \0 tn q�T U Nq q \1R U \0 M CA 11 IT " 00 0011 U M cn 00 9 x U 0 z 14 w 0 00 N \0 0 U 0 0 z �4 kn 0 > (:, U 00> 0 z Ln U) V) 0 Ld E- U, L'i Z 7) CD 0 " r4 r- C=) cf) E- U) z z 0 OSH No. i-PE 10 NAL JAMES E. SEIELDS, JR. P.E. 10201333 d :,9:9 4, i7; C4 0 CO C) ca C/� Z, C/) 0 CT4 8- 0 SHEET NO. C103 PROJECT NO. W06-0569 Q) 0 3 0 0 0 0 U Q) O U o_ N (O D � ! Z °00 0 Z NO 3o 0 0�0Q) � O =o } Uwm Z �o oF W Qow0 U } < O og0IL c- 1471 Q) u V 0 0 10 9 8 7 6 5 4 3 2 1 GENERAL NOTES: IN 1. DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WITHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. 2. EXISTING PRIVATE TILE CROSSING TRACT TO BE CRUSHED AND /OR EXCAVATED WHEN EXPOSED DURING CONSTRUCTION OF STREETS OR PADS. UNDISTURBED TILE TO BE PLUGGED & SEALED AT EXPOSED ENDS. 3. BUILDING PADS MARKED WITH AN ASTERISK ( *) WILL BE GRADED ON AN INDIVIDUAL BASIS & WILL BE A MINIMUM OF 2 FEET ABOVE THE 100 YR. FLOOD ELEV. 4. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). MATCH E SHEET C103 5. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY MATCH 1LINE - SHEET C103A / SIDEWALK INTERSECTS ANY STREET. W i x4. it i xi Ii I = RIGHT -OF -WAY LINE - 112 II:, — = SWALE I1`�II • :. II II- I = FLOW DIRECTION 9 1 8 Moon 7 1 6 1 5 1 4 1 3 6. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. 7. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 8. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS. 9. ALL STREETS ARE TO BE PUBLIC STREETS. 10. CUSTOM STREET SIGNS TO MATCH PREVIOUS SECTIONS OF BROOKSIDE AS CHOSEN BY LANGSTOM DEVELOPMENT COMPANY. HOLEY MOLEY SA YS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1 " = 20' 0 10 20 40 ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. T ,F.CTFNT) 2 1 1 • = RIGHT -OF -WAY LINE = STORM SEWER LINE — = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE C) U M M 00 = FLOW DIRECTION = EXIST. CONTOURS o = STORM BEEHIVE INLET ❑ = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE STR. = STRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISTING TYP. = TYPICAL — — — = SUBSURFACE DRAIN AND SUMP LINE =WATER LINE —v — m = CONCRETE END SECTION = FLOOD ROUTE = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STR #900 = PROP. SANITARY STURCTURE NO. E-4 = EXIST. TREELINE = PROPOSED FIRE HYDRANT = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS. MINIMUM GRADE FOR ANY o z W STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) 2 1 1 • .-4 NO 00 H '-+ �T O ko o` U qq�� Oq 00 x C) U M M 00 XW � W V 0 WA �Z a . V1 V1 „r �O aW rA 00 N A �� z W E-4 O W U� o z W z t O y o V ®o a o(0 Z o Lr) E. I CD o Q I Q� ww >- U w Q V ww o I wco o °ate`°° z,:, z w Q w A ul w a Y) Q z a z 0 w a SHIE4 N0. *'E10 • *_ • JAMES E. SHIELDS, JR. P.E. 10201333 V U OM w a F O O .2 QL) Z �4 9 z � � o w Q 0 TTO � o a SHEET NO. PROJECT NO. W06 -0569 o 0 U ftj 3 J I LO 0 0 0 0 o U E - Q �Z i 0 o 100-0 0 N (U_ 0 J -0) C 0� o� o:3 N 0 =0 � ZV �m �0 _j o ° IN 0 uy vulay �_.v111Nully. Location Approximate G G G 8" Steel wH no 7 5 O, �� 10 PVC_ �50 '/ In v. 4.6 ii 4 3 II TC: 819.6 IN V.- 808., 24 „` - SS \ \ \�� ss- - �-� ` - GENERAL NOTES: 2 MATCH 14E - SHEET C104 MATC NE - SHEET CI04A / 10 1 9 1 8 7 A 5 4 7. ALL STREETS ARE TO BE PRIVATE STREETS. 8. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM SEWER STRUCTURE DATA TABLE STR # 1. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY INVERT ELEV STRUCTURE TYPE RIGHT -OF -WAY EX. EX. REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE 808.50 - - - DRAINAGE PRESERVED. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY 810.63 I 2. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS N A N/A W W LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE N/A N/A UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED END SECTION 701 811.00 REGIONAL FLOOD ELEVATION (WHICH EVER IS GREATER). PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE 811.15 48" MANHOLE 702 817.00 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 3. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY 48" MANHOLE 703 823.57 SIDEWALK INTERSECTS ANY STREET. AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ", BUT 813.92 48" MANHOLE / 823.17 UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY 814.18 814.08 4. ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO R -3405 814.47 (E), 815.87 N 814.37 30" BOX STR. I DOUBLE -WALL, SMOOTH BORE PERFORATED (HDPE) PIPE. THE TOP OF THE PIPE BE LESS THAN 2.5 -FEET. IF THE III 816.42 30" BOX STR. 706 822.51 STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION g� 816.97 N 4. 821.50 OVER THE INSTALLATION HAS A MORE STRINGENT COVER 817.31 817.21 CURB INLET 5. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL (� Curb Inlet MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE GOVERN. 821.68 II a. TC:819.41 NOT PERMITTED IN THE RIGHT OF WAY. COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM 710 821.15 �I GUT: 818.92 814.94 SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE 711 819.07 p 815.27 INV S:816.2 6. NO WATER MAIN VALVES ARE TO BE PLACED UNDER THE STREETS, EVALUATED ON A CASE BY CASE CONDITION AND APPROVED 819.12 12 N_ 815.48 - CURB INLET 713 WALKS, OR CURBS ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. MATCH 14E - SHEET C104 MATC NE - SHEET CI04A / 10 1 9 1 8 7 A 5 4 7. ALL STREETS ARE TO BE PRIVATE STREETS. 8. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. STORM SEWER STRUCTURE DATA TABLE STR # TOP CASTING CASTING TYPE INVERT ELEV INVERT ELEV STRUCTURE TYPE EX. 600 EX. EX. 810.42 808.50 MANHOLE 601 816.00 R -1772 810.63 810.63 48" MANHOLE 602 810.70 N A N/A 810.70 END SECTION 700 N/A N/A 811.00 N/A END SECTION 701 811.00 R -1772 811.25 811.15 48" MANHOLE 702 817.00 R -1772 813.15 813.05 48" MANHOLE 703 823.57 R -1772 814.02 813.92 48" MANHOLE 703A 823.17 SEE DETAIL 814.18 814.08 AS -3 704 822.36 R -3405 814.47 (E), 815.87 N 814.37 30" BOX STR. 705 822.58 R -3405 816.52 816.42 30" BOX STR. 706 822.51 R -3405 817.07 816.97 48" MANHOLE 707 821.50 R -3010 817.31 817.21 CURB INLET 708 821.30 R -3010 N/A 817.53 CURB INLET 709 821.68 R -3010 N/A 817.23 CURB INLET 710 821.15 R -3405 815.04 814.94 48" MANHOLE 711 819.07 R -1772 815.27 815.17 48" MANHOLE 712 819.12 R -3010 815.48 815.38 CURB INLET 713 819.12 R -3010 N/A 815.56 CURB INLET 714 822.13 R -3405 815.58 815.48 48" MANHOLE 715 822.18 R -3405 816.06 815.96 48" MANHOLE 716 820.03 R -3010 N/A 816.16 CURB INLET 717 821.50 R -3010 N A 816.15 CURB INLET STORM PIPE DATA TABLE DOWN STREAM STR UP STREAM STR PIPE LENGTH PIPE MATERIAL PIPE SIZE 700 701 33' RCP 24" 701 702 362' RCP 24" 702 703 164' RCP 24" 703 703A 10' RCP 21 " 703A 704 48' RCP 21" 704 705 109' RCP 15" 705 706 90' RCP 12" 706 707 29' RCP 12" 707 708 44' RCP 12" 706 709 33' RCP 12" 704 710 155' RCP 18" 710 711 38' RCP 12" 711 712 31' RCP 12" 712 713 23' RCP 12" 700 714 109' RCP 15" 714 715 90' RCP 12" 715 716 30' RCP 12" 715 717 28' RCP 12" EX. 1 718 7' RCP 12" EX. 1 719 26' RCP 12' SCALE: 1 " = 20' 0 10 20 40 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 IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 3 860.4 = PAD ELEV <--= = EMERGENCY FLOW ROUTE ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. RELOCATED UTILITY POLES MUST BE PLACED WITHIN 1 FOOT OF PROPOSED RIGHT -OF -WAY LINE. 2 • .� %0 00 V) �oI V W I'd"" N V M M 00 XW a V (4 O WA a . C/1 V1 p� W � aW 00 N A W O � W V� O�� W z C, > o V ®D 0 LEGEND = RIGHT -OF -WAY LINE = STORM SEWER LINE 0 C = SWALE = SANITARY SEWER LINE • = SANITARY SEWER MANHOLE zo = SANITARY SEWER LATERAL • = FLOW DIRECTION +892fi7 = EXISTING SPOT ELEVATION -- = EXISTING CONTOURS � = PROPOSED ELEVATION - O = STORM BEEHIVE INLET c = STORM INLET T.C. = TOP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE M. H. = MANHOLE STR. = STRUCTURE D. & U. E. = DRAINAGE AND UTILITY EASEMENT S.D. & U.E. = SANITARY, DRAINAGE, AND UTILITY EASEMENT S. E. = SANITARY SEWER EASEMENT SAN = SANITARY SEWER SAN = SANITARY LATERAL H.C. = HANDICAP RAMP M. E. = MATCH EXISTING GRADE - - = SUBSURFACE DRAIN AND SUMP LINE STM = STORM SEWER •. ' a.. �' • = GRANULAR BACKFILL Q = CONCRETE END SECTION S.S.D. = SUBSURFACE DRAIN S.S.P. = SANITARY SEWER PIPE (SDR -35) TYP. = TYPICAL PROP. = PROPOSED EX. = EXISTING R. = RADIUS 860.4 = PAD ELEV <--= = EMERGENCY FLOW ROUTE ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. RELOCATED UTILITY POLES MUST BE PLACED WITHIN 1 FOOT OF PROPOSED RIGHT -OF -WAY LINE. 2 • .� %0 00 V) �oI V W I'd"" N V M M 00 XW a V (4 O WA a . C/1 V1 p� W � aW 00 N A W O � W V� O�� W z C, > o V ®D 0 r w E_ d Q V) w Q z z 0 w a SH1f4 ' /// � F No. *X' Is, 10 • *` NAL JAMES E. SHIELDS, JR. P.E. 10201333 0 U U w M a 0 z o C/� E- U O '..� v JJ (W� � � o o W a �D o SHEET NO. C104 PROJECT NO. W06 -0569 3 0 C zo = QV U Q� o I F- I � � wLd w ° ^ d w r=i r, 0 L7 o CO E- LO Q° Q Q Q ate. r w E_ d Q V) w Q z z 0 w a SH1f4 ' /// � F No. *X' Is, 10 • *` NAL JAMES E. SHIELDS, JR. P.E. 10201333 0 U U w M a 0 z o C/� E- U O '..� v JJ (W� � � o o W a �D o SHEET NO. C104 PROJECT NO. W06 -0569 rn 3 v J_ 1— 0) O O O O I O O N rn c o U n / O rn S- � N � �Z I US °a O c° o �N /J O� O O CN Z � OFL: f--D\ UO� r 0 g Q0 10 I 9 I 8 l 7 I 6 I 5 I 4 I 3 I 2 CURVE _..I. \. X o W F ; •� -- xr 15 S 0 AcU.E. i x1, 2: \ b� _.� .. .. ;V.W. o.gUE - '414790 HP v- __._...A SDA - �d t.to>< IhE S.D.dU.E 0.78x I+00 1.0 1� D561C .. _ .. U.E ........... 3 +00 -- to / sa ati \ _ - -- - -- 00000 F66s - - - -- - - = - = -- \ \ _ - - - - - IkE dt C VE #3 oti S, \� \ \ \ m \ / �o, \ c c c -R.IE ; CURVE #2 ,ry °a' o /\ \� so sQ \ v - s'i:, O ', \ ; •\ '`::. - ,.: -:. '. ,. 40' I.k . ESA1T. I I CQ ° ._ > .GRASS PAVERS .- r _' -. I o I CURVE # 1 ya / 10' CR CRErE PATH •.' -' \yt / / \\ \ '0 r ' . 12.oes I I o ........I _...._. 10' CONCitETE PA / ` 5' BIKE PATH 1 I ... - ...... 21 L& J. 5' BIKE PATH 4 +95.63 ~ = 824' o - v O / / I 1 \ . t`� ?. k1 _ \ a: •'iQ 50 g x� -.__. :, 9 ;' ;. 4 7 (c I I � - I.. f I ...._ I _ I \ \ : 11 10 a 2. : G • i .. 411 sso \\ o . - __ - \ � - � 9 , I _., I I Q, I I Ix I � I _ a : I ° ►III /; \! xh 'a • 5. . w +;I I I I w �� \ '::!: S \ \ \-J• / ',C� i, .. 4A as /.. ti4''rl .:':,:._ /•� - `° +°o c+n. __ ` I I 1o' D.&Uz. _ - $ ° 13E k S.D -dcU.E 1 +84.51 + IdiE 8'. 5 .&U.E 1.02E 0+ o0 S5 1 00 :,. - .. ': ,e•`v' /� � +l I� - • 0+81 71 HP CP a 15' S.D.O.E. ` o II II 15' S.D.&U.E. : a \ F - \ ;- \ \�1x \., .:: i,: ` - /�.. -' ,::::;U1 :.; ►P W ►--+ vi � ' Lk ESIIT 10' JUL N O I ES IL - - I ROW oo -oo+ - _ -�st Ave. N. W. - _ - CURVE 1 CURVE 2 CURVE 3 CURVE DELTA = 09'43'39" DELTA = 02.08' 17" DELTA = 07'35'22" DELTA = 90'00'00" CHORDBEARING = N 86'13'18" W CHORDBEARING = N 82'25'37" W CHORDBEARING = N 87.17'27" W CHORDBEARING = N 46'05'08" W V 5.0 TANGENT = 3.19' TANGENT = 1.17' TANGENT = 4.15' TANGENT = 27.50' E S1 4.0 HORIZONTAL SCALE: V 5.0 V 5.0 RADIUS = 37.50' RADIUS = 62.50' RADIUS = 62.50' RADIUS = 27.50' R C 3.0 > " =50' E s 4.0 HORIZONTAL SCALE.• E S 4.0 HORIZONTAL SCALE. - ARC = 6.37' ARC = 2.33' ARC = 8.28' ARC = 43.20' I A 5 2 0 S N o o R C I 3° R C f 3.0 CHORD = 6.36' CHORD = 2.33' CHORD = 8.27' CHORD = 38.89 C L T T A 5 T A5 PC Sta = 0 +88.21 PC Sta = 1+21.58 PCC Sta = 1 +23.91 PC Sta = 2 +51.44 A E '° I L 2.0 g N o N o I L 2.0 a N o o PI Sta = 0 +91.40 PI Sta = 1 +22.74 PI Sto = 1 +28.06 PI Sta = 2 +78.94 L 0.0 E 1.0 E 1.0 PT Sta = 0 +94.58 PCC Sta = 1+23.91 PT Sta = 1+32.19 PT Sto = 2 +94.63 L 0.o L 0.0 7 S P� ► P� o O O 4 1 1 7 840 840 840 840 840 840 VPI STA = 2 +90.0 VPI STA = 1+55.00 VPI EL = 22.30 VISTA = 4 +5 .00 VPI EL 822.132 V1 STAI 835 = CURE LEN = 25.0 V I EL 822.0 835 835 CURVE LEN = 5.00 835 835 PI EL 818.5 O o ° oar o I- 00 - 835 ° CO n O� N Ln cD ° O O O CURVE EN = 50.00 C6 rn N � N o N N � C i Lq "'• o °' I� 00 N O N O N N p� O Ln N C' °O ►� + + 00 + + + 00 00 � O N N G0 N � O N + 00 _ + N N + O N N I I N I I I I I I I I I I I •r j N' cv N + + 00 + 00 830 °o N - II II -1 II J II II W II w II 830 830 0 II ' II ' c I " 830 830 II " ° II N `r °° °O c j ~ o_ Ln �- v~i a III Q Q LU LU I I 830 + 06 - II EX STING -1 > U J a_ Q ¢ w w V II RADE U F- ° 00 II w a -' > > _ c i 0 f- v � V I STA = 0+75.00 v' > > > > > XISTIN V I EL 823.20 J w n VPI S A = 1 23.91 825 825 > XISTIN GRAD CURVE N = 0.00 825 U' `�' U > VPI EL. 821.50 825 825 825 > > CURVE LEN 50.0 -0. 0. % 0.66 0.8 % 0 0% -0 59% 1. 0 1.19 3 0 _ 0. 1% o • o 820 , V D STA 3 +9 00 820 820 820 820 820 _ 0 % PRO OSED MI 4.5' URVE L = 5 .00 VISTA 0+25.00 PROP SED MIN. .5' GRADE GRADE-/ V I EL 821.14 MIN. .5 ° GRADE- O ° ° C RVE N = 5.00 0 o �, N �� 815 °� ° 1 RC 00 ° + N + N 815 815 15" CP 1 RC N O ° CO + rr; `n 00 ° EI v = + N+ N 815 815 N �N vi + N o +N 815 ON O N II II II II o N 8 5.47' 00 o co ° Q II II II II o I II II II 00 I I 8 SP Q II ° od� WATER MAIN Cn w� W 0 w + N ° � J � � - � w �w �W O (n W + U U I- I- 00 „ CL F-I- ° N N N ° ° O a_ a_ _ _ a_ a_ O N 8 S PO > 0-> 2 0- EL (l) W ev - 1 . 4 1- 810 ° a- h- II ° N ° > > > > 810 810 II 810 810 > > » 810 0 8" SS ID � __J a " Q N cn W + �t O II I Elev 812 82' `f'``' v' '`' � i N ''' " SSP r ±N +C-4 UU ao lev =814.3 N rn a- o- a a- I I II I I I I ao 00 � SSP • o >> _ > II II II II II II Q n u lev = 812.3 °O �- � Q Q � � � J 0o PI STA 2+60.00 V) 0 ; U) ~ Q 805 805 805 V) W W 805 805 o_ U 805 lev SP 809.1 II II CURVE EN = 5.00 > _ _ > > =1= VPI STA 3+45.00 VPI STA = 14 85.00 VPI EL = 822.9q VPI EL = 82 .65 V)1 800 > > CURVE LE = 5 .00 800 800 CURVE LEN = 25.00 800 800 800 0 O 1 0 U CO 00 n O O 00 O Ln O O 1� O 00 N O N O N LC) � n 00 O � O � � 00 O CO O N � _Q- cc 00 � O) 00 1, � O-) N N Ln O 00 Ln � � � Ln � 00 00 O 1� Ln Ln o0 � r- � -,t Ln iq a) / CO � O r) O � O n 0) r- CO 07 N Ln i -) M Ln 00 � � � N CD O t- O CO O Ln O C0 O 1� Ln CO 1- N � - CO r) CO Ln 00 00 Ln O O N n Ln I- ­t CO O') O O ,t O � 00 Ln Ln O v O CN N N� N� N� N N 00 N r� N��� �� N� N � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 00 00 N N 795 � �� �� �� �� �� � 795 795 795 795 000 00 0 00 0 00 0 000 00 co 00 00 00 795 0 +00 0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 0 +00 0 +50 1+00 1+50 2 +00 1+50 1+00 0 +50 0 +00 Lo O O 0�o /z _ 1D Z 00- o� 0 �w .. fn Lij M Z g U� LW-O Og <d 10 9 8 7 6 5 4 3 2 00 W � IT 0 E-4 �o w 7J IT ITtn H 00 00 I 1 pro V .-4 ...a p WATER AND SEWER UNDER PAVEMENT, M M 00 SIDEWALK, PAVED AREAS AND WITHIN X W RIGHT -OF -WAY -W"� W A4 BEDDING, HAUNCHING, INITIAL BACKFILL H V Bedding, Haunching and initial backfill O W A requirements and compaction for water E-I Z mains, water service laterals, sanitary z mains and sanitary service laterals W shall be in accordance with the standard practice of the utility that a has jurisdiction over the installation. vi �0 FINAL BACKFILL W W Final backfill for water mains, water service laterals, sanitary mains and ^� sanitary service laterals under and 0 CIO within 5 -feet of pavement or sidewalk 00 or other paved areas and for all A installations within City right -of -way • Z shall be B- Borrow for Structure Backfill x meeting the material requirements of W the INDOT. The material shall be approved by the City of Carmel E•4 Department of Engineering at time of installation. Final backfill shall be OU W compacted cted in 6 inch maximum lifts to p 1.4 � not less than 95% Standard Proctor V Density for the entire depth of the Z material laced. The backfill W p for the top 6- inches of the excavation below z the start of the aggregate sub -base of 0 the pavement shall be No. 53 Stone o V meeting the material requirement of '~ the INDOT and shall be compacted to ®❑ not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent °z o w ° A ;; o requirement shall govern. E I Q(0 W LA � W wc0 z° z� z� x� 1 O w L�7 04 a d� MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS w For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, w Sanitary Sewer Laterals under City streets, Q regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1-0", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 -feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. w A z d z 0 W x SHIEz %, � �. No. �- 11PE10 = *_ NAL ��� /llllllllllll� \� \�� JAMES E. SHIELDS, JR. P.E. 10201333 U) w� r� w V1 U W o �w C 0 C) Q� Z� z C) o Ww W 0 o a iz. SHEET NO. PROJECT NO. W06 -0569 0 U 0 C_ Lm Q) 0 U We 3 v N rn O L0 O to 0 0 U V o U a N C � 0 0 O N oa o� O Z o V) 13 m LD Z �o \w UU�O ogoa- w7 10 r4A, ?r wt V in 5.0 lit E S 4.0 HORIZONTAL SCALE: C' S 3.0 1 — 50 IL 2.0 0 N ° 0 C E 1.0 A L 0.0 i i �I 825 CITY OF CARMEL WATER AND SEWER UNDER PAVEMENT SIDEWALK, PAVED AREAS AND WITHIN RIGHT -OF -WAY PRO FrRAnF OSED 825 0 FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement or sidewalk or co INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in GRANULAR 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT 000 and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the V 5.0 installation has a more stringent backfill requirement, the more stringent requirement shall govern. E V) 000 0coo0 S > R C 3.0 MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY 5 CD . O CO 2 0 0 N 0 For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of C 820 � �- CD �� `° thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 ", but under no circumstances shall the cover along any part of the L 820 pipe from the final pavement elevation to the top of the pipe be less than 2.5 -feet. If the standard practice of the utility that has jurisdiction over II II . + Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. X I- 0 U U) II II w0�__ � 0 U 835 =#=rri z 815 +° 815 w w EXISTING o GRADE I �C,bi 810 _ ^ 810 J �,�, 00 ^ CO CD 0) 66-t6 - O N- — (:� Do o0 00 zQ > Cy o _ ^ > II II II o ^ 805 � �� II 805 N 0 w 00 u7 800 r z 0 r rn o' O w p 800 1795 1790 7951 7901 785 I I I i I 785 0 +00 0 +50 1 +00 9 N. m o 0 795 1 1 1 1 1 1 1 1 1 1 1 I 1 I 795 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 7 0 5 4 GRANULAR BACKFILL PER DETAIL "RCP TRENCH DETAIL FOR CITY STORM SEWERS," SHEET C602. 3 2 —4 TV O H koo` U W Iq IT V 00 00 x o U M M 00 XW � w w a V O WA �z a �W » WO aW W N A W O�� z z W o � o V 0 (0 z0 GaV1 A� L AV O rn Ra A �� z w� �' wo zo z x i r- 0 co a ¢ 00 as E- Q w Y) A z U) Z 0 w a SHIE4 > No. *PE10 : *= i P� / /��i • /••.......••••• JAMES E. SHMDS, JR. P.E. 10201333 w� W' w V 1 O � w r M o z C) Q� z U Cl) Q0 n� o 0 r_-Z W SHEET NO. PROJECT NO. W06 -0569 U CITY OF CARMEL WATER AND SEWER UNDER PAVEMENT SIDEWALK, PAVED AREAS AND WITHIN RIGHT -OF -WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Hounching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right -of -way shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in GRANULAR 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the V 5.0 installation has a more stringent backfill requirement, the more stringent requirement shall govern. E 4.0 HORIZONTAL SCALE. S > R C 3.0 MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY 5 I L 2 0 0 N 0 For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of C ,° jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section E, A 1 0 thickness (all bituminous and aggregate material above the subgrade) plus 1 -0 ", but under no circumstances shall the cover along any part of the L 0.0 pipe from the final pavement elevation to the top of the pipe be less than 2.5 -feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. 795 1 1 1 1 1 1 1 1 1 1 1 I 1 I 795 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 7 0 5 4 GRANULAR BACKFILL PER DETAIL "RCP TRENCH DETAIL FOR CITY STORM SEWERS," SHEET C602. 3 2 —4 TV O H koo` U W Iq IT V 00 00 x o U M M 00 XW � w w a V O WA �z a �W » WO aW W N A W O�� z z W o � o V 0 (0 z0 GaV1 A� L AV O rn Ra A �� z w� �' wo zo z x i r- 0 co a ¢ 00 as E- Q w Y) A z U) Z 0 w a SHIE4 > No. *PE10 : *= i P� / /��i • /••.......••••• JAMES E. SHMDS, JR. P.E. 10201333 w� W' w V 1 O � w r M o z C) Q� z U Cl) Q0 n� o 0 r_-Z W SHEET NO. PROJECT NO. W06 -0569 U GRANULAR BACKFILL 835 835 w _ ^ J :D ^ zQ > Cy o _ ^ > Cr W o ^ ^ > w 00 u7 Q r z 0 r rn o' O w C> Y > � 830 - 0 r, � z Q C111 C"i 1. o z w cif 830 II II <O r` �+ QQO ��ooQ nNw ^NLnzQO �co o • Cl) u7 00 SUN (n II IIo ED rn -}-n1� ��00< I �� UQ_ ONO U— zoo C� C3 I Cn F�- 0 rY ci>cn� II II o r� z o LLJ O •> I (n II II . +Nw ao o' awe �o Ln �F-- cn Onto CAW a �JO� �v�� -a- j � j� �� II 11 +oo_J I rn� �O 825 � 0 EXISTING GRADE Cn V)V) �UQ �� CY �- >>� (n II —U00 mm ��� � v0 825 z > — PROPOSED GRADE "' F- .=) II ° n rr Q v) Cn �U U O Cj w o � 0- 0 (n Cn� U0% o z > O ao C) r —: z 820 � � CO CK 820 � CO Lo -0 II o Z� -J OpN4� C) �Oz �C)00 UN (nCn�Cncn + I I I I z p O r` r� r\ b� r� 0 - 815 �- w � � U Q -� I ���� °� 109' of 15" RCP 0.51 %�� 0 �oo ono r- �' '� 815 II o 00 0 V) n W / N C-4 � nook C 000000 U 11 11 II 11 @ I I II II U --------- , " of 24 RCP @ 0.47% Oa � �L0 II II o > > > U U > > U E �' 381' of 4 RCP @ 0-47% - rYS O r 0000 0000 00 000000 Q! 81 0 a II II II II II II N N N 810 >> > o CD c � � U � o O � 00 ST M Elev 813.03 z g 303 " P CIA CD II © II II 12 RCP N >� �� >> �C 0 - 805 805 0 N O EX El P813. 3 ev RCP 12 C 800 1 800 795 1 1 1 1 1 1 1 1 1 1 1 I 1 I 795 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 7 0 5 4 GRANULAR BACKFILL PER DETAIL "RCP TRENCH DETAIL FOR CITY STORM SEWERS," SHEET C602. 3 2 —4 TV O H koo` U W Iq IT V 00 00 x o U M M 00 XW � w w a V O WA �z a �W » WO aW W N A W O�� z z W o � o V 0 (0 z0 GaV1 A� L AV O rn Ra A �� z w� �' wo zo z x i r- 0 co a ¢ 00 as E- Q w Y) A z U) Z 0 w a SHIE4 > No. *PE10 : *= i P� / /��i • /••.......••••• JAMES E. SHMDS, JR. P.E. 10201333 w� W' w V 1 O � w r M o z C) Q� z U Cl) Q0 n� o 0 r_-Z W SHEET NO. PROJECT NO. W06 -0569 U 10 9 8 7 6 5 4 I 3 I 2 1 v 10• fpNCRE1E PATH O 1h 3 z 82 1° I - 1 ;" _. ........ 0 Q _+ I ( ( W'' 15 1 1 823.5 ' 11 Hp x s.D.mu.E c71 3.5 . 1 - N 82 - SCE. k S.D.BU.E � ' 11 1 '• «� I CITY OF CARMEL WATER AND SEWER UNDER 3 PAVEMENT SIDEWALK PAVED AREAS AND WITHIN t o tD D.ru. I I 823.0 ,gal - + '' �I " z �\ ,. \/ t RIGHT-OF-WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, H $ , +5 .99 .� D +B• z ` _ ' I ( (, I I� a crunching and initial backfill requirements �/ �„ea" and compaction for water mains, water service �o -tih ,5 1 �� I N ",� (�� // laterals, sanitary mains and sanitary service laterals I I O shall be in accordance with the standard practice of the utility that d e u � � y a as jurisdiction �ct�on ove the installation �t h • u r :I ....- FINAL BACKFILL F Final backfill' for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement or sidewalk or other G r P ( I �� �/ fl aved areas and for all installations within City 11 0 �� e 11 $ 823.5 I 822.5 m a� ¢ o I o ( right -of -way shall be B- Borrow for Structure Backfill I _ meeting the material requirements of the INDOT. / QP� The material shall be approved by the City of Carmel p � � + �/ Department of Engineering at time of installation. Cad C + n IdcE. dt S.D.kU.E 2+ Final ba kfill shall be compacted in 6-inch maximum N °+ o� I r� lifts to not less than 95% Standard Proctor Density o- �/ •Lygfia- .. : '!. w - ` K 3 gt:,.+ 4 +00 - - o o ou 1+ 0 i 2 +27.0 �G .. - - I : oa5r •8 1 - 1 +2 G o - Id -. m - for the entire depth of the material laced. The - - n below aa ,� s Q: O \, ' • - � '� ' �-� � o +ao � Ip ,�/ � - / .��\ backfill for the top 6 inches of the excavation ' O � �966•S : . ' h v 2 +DD � t +32.19 PC t +21.5 0 +94 -58 .qt •! SIDEWALK :' � -+ o' the start of the aggregate sub -base of the {1 3 1 s D.au.E moo- s O �+ N• ^. u, � • 9DEWAl-K N � g s l � �/ % c' P • avement shall be No. 53 Stone meeting the \\ ,n•II DERtRID CROw+I t•'s mt•1 1 a0 - - - �/ /��5 / material requirement of the INDOT and shall be E. Peden T compacted to not less than 95% Standard Proctor • +St 44 � e,aza . g..$D.BU.E. IN, 91 6 a ... . Z . \ ti� I ��' PRES AT R INVw816., I' g I� `'� / � ,xz Density. If the standard practice of the utility that o has jurisdiction over the installation has a more yZ R t stringent Fes• - � , I � II �� \ . `' stringent backfill requirement, the more e d W 3 W .70 pyd PriW �� o 6 re uirement shall govern. \ g$ 52" nE < O �. p ,...824 1x6 a �. \\ O \ �'Vd� 8zs- toa AREA - - I N �� _ MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY lti s \ 2 N- - 822 a\ \ ��Y \ k - RIGHT -OF -WAY - .. -R13 ..:......... tia y Q� a _ N 0�� \� / For installation of Storm Mains, Water Mains, Sanitary 2 m O - \ Mains, Water Service Laterals, Sanitary Service \ \ i. ��-ruFNRI�GE a� I� Laterals under City treets, regardless of *urisdi i n w� _ -305 - - 9 J ct o .o. '� the thnstalled pavement to the top f of thehenstalledf ow N , _ - pipe shall be the pavement section thickness all - 1st Ave N.W - _ - _� - #,��_�; bituminous and aggregate material above the - - - .... \ o���m subgrade) plus 1 0" but under no circumstances .. ' _ - ���•. shall the cover along an art of the pipe from the � PP - ' final pavement elevation to the top of the pipe be less than 2.5 -feet. If the standard practice of the V 5.0 T 1� utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent HORIZONTAL SCALE: requirement shall govern. s' 4 0 Cover heights for reinforced concrete pipe storm PP T C 5 3 ° ," 50 V 5 o sewer that are less than those required I L 2.0 o N 0 � o E s' 4.0 HORIZONTAL SCALE. qu ed will be V 5.0 V 5.0 evaluated on a case by case condition and approved 1C 1.0 0 C = 3.0 > "-50' E 4.0 HORIZONTAL ,SCALD'' only with written permission by the city engineer. A E T A 5 R S E S„ ' 4.0 HORIZONTAL SCALD'.' L o.0 C L 2.0 o N L0 0 T A- 3.0 >- 50 R C= 3.0 "=50 ' 5 A E 1.0 I L 2.0 00 N 00 I L 2.0 00 0 0 LO 0 L 0.0 1 E 1.0 C L 1 o T GRANULAR BACKFILL PER DETAIL L 0 0 L o.o "RCP TRENCH DETAIL FOR CITY STORM SEWERS," SHEET C602. 835 835 835 835 835 � 835 835 835 BACKFILL GRANULAR BACKFILL O o -� w GRANULAR c� _ 171 1_71 z > 830 _ -� 830 830 =° -� w BAC FILL 830 830 L1' � Q" Q - = O w o 830 830 LO 830 w � _ w cV � O _ 0o Q > w rn N 0 Z � U rr oo a ° rn O co O � o C� w .- � �- u7 � Imo ° �� w ° �' EXISTING GRADE zQZ> �, >o CD 0 c�- �z +�"CD1 �C1140 � Ld 0 O �0�� O> O 1� �z O z > O rnN �� w ON�vO � W ZCL O -� Z N0 -)LLJ - Q �T00 w O No C� NC) � -�- ONE (/) I �N Q z� �. F- crZN +N + + -� Q N O p a0 u7� w Q -F > �- O H I LC) Z 00 Z N �Q Z O N +N W-Cp �NOOZ_QI� CO`- ZO t.C)n - (n Q Z_ �- H w� LL] -vO � 00ry< �0�� N LOr-�-U� �0�� Upp +CY) OOV) 00� �U II IIoLdro V) o +NLi (� IOI Q Ln 825 " ".MME II IIoO� 825 825 II o N O ��0p 0 II II mm� +�_� I Ln �Um oN 0 Q> I m 1` X000 QQ Ilow� II Q PR P • +ooc � M�00z �� I �N°°z�� 825 825 0 �+N o� ��.��Q� ��� , ; z�� ��<Q� (~nc+n �c�� c�Q> I �c�a I GRADE II IIQL1'� �r -°°ocn (ncn�0� mm,� +N m N Ilmm°� (ncn� 825 o� �� �z (15 C/) !r 825 825 11 U � o� a I (n ,- F- > (n cn � � o � H- Q m m ao o > � l l I I z w c> > z EXISTING GRADE- ' 0 .= Ld ll 11 Q U a U� D I F-, m PROPOSED- U, � oo cnLn U� II II Q >+ ��- cncn�UU. GRAD `J �- ° UQ I �- a V) cn cn w --- (nV)��O aU tna- cn cn 820 820 820 820 820 Lon 820 820 820 GRANULAR f BACKFILL REQ. U 5' FF PAVEMENT 2.00" RCP lev = 816.5 815 815815 8158.1 0000 � � 815 815 L0 815 RCP co "?� u7`� ��� �t Ln N rr) II II II II ��� 155 f 18 R °° �� v7Ln ,�,n rnoo ,rim �r `n CO cO co(6Ur w u7 U > C: C > > �_in�r �r- o 0 0000 °00 �u7 .-� Q oo m 0 o 0000 _ _ _ 0000 O o0 00 °O 000000 000000 �� � II II © II II @� II ��� @) II II II II II II II © II II II 810 810 810 II II II >> - U� II II II »>w > > m CY __ N II II II � o-- » > w » � ���U � � U > >� 0 > >> ��� �� 0 �� 810 810 ��� � �� -� 810 810 ��, 810 cnzw wv N N N �zw �, 810.22' N ,- `- SSP T- ELEV. 8 9.71 � 0 ` � 0 0 8 SSP o ° 0 c N O r0 00 805 805 805 805 805 ELEV 809.55 805 805 805 8 SSP 800 800 800 800 800 800 800 800 795 795 795 795 795 795 795 795 O 1 0 n 790 790 790 790 790 790 790 790 0) N 0 +50 0 +00 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 0 +50 0 +00 l 4 L o O 0 O N Od o� V) W m Z � O O W QO W� r �o og oa 10 9 8 7 6 5 4 3 2 1 �--� IT O H %0 O w N6 c�i Itd•t H 00 00 MIT 1"'1 ,-4 � O o V M M 00 X w W a U w Cl �z 1-4 A4 . 1;%1 V1 t- 0 W a� O V1 00 N A xz w f� O 1--1 _J R V 00� W z in � O y o V ®0 I� O co N M z `n w I °' nw > ww w= 0 F0 CD W raw w 0 0 C) 0 0 w a x 4.4 O R W F Q V) w Q z z 0 w a SHIC4,0 ••......... >; No. *PE10 -;NWAIL // /Ill l l l l i 11111�� JAMES E. SHIELDS, JR. P.E. 10201333 C/) o 0 O Q w d a w a SHEET NO Us- 0 X302 PROJECT NO. W06 -0569 L U 0 W� w= T ^ v1 U � CIO v J � w O 4.4 O R o QR � o r E­1 a C/) o 0 O Q w d a w a SHEET NO Us- 0 X302 PROJECT NO. W06 -0569 L U 0 Ia 0 � a� ■ V ■ 3 v Z Q LO O ko 0 0 U O U a v� / 0 0 CO 0 O N �p r7 C On- O� 0Z /a 7 N W m Z : O o T7 F- UO�O og 0oa � 1 1825 1815 I. 1 :11 1795 • 1' 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 V 5.0 E S 4.0 HORIZONTAL SCALE.- TC 5 3.0 „= 50 ' I A 2.0 U o C E 1.0 `4 0.0 L 1.01011 #5 °! 8 / O �.� •��, 'mss ti. 10 / _ \ 16 - X ® c \ \ \ off' Q �U Cn I__: GRANULAR WATER BACKFILL BA KFILL O O M o r) O N O O O�Ln RCP WATER + N Nd- + PROPOSED ("RA N CN CIA r- ° ° 11 Iii �, II I MAIN Q ° U Q CON REE SADDLE REQD II II (� + 00 ”' V''— U' O CD Q EXISTING G ADE "' II II c° PVC @ SDR 35 Elev = 8 5.06' 112" Q �U Cn I__: � U Cn i_- 5 +00 4 +50 4 +00 3 +50 3 +00 2 +50 2 +00 1+50 1+00 0 +50 0 +00 Gdv : G / •00 ie �G I. 1 Lea :1 :1 :It :11 r�1 795 77 V 5.0 E S 4.o HORIZONTAL SCALE' - T C 5 3.0 I L 2.0 o N 0. C E 1.0 A L 0.0 EXISTING GRADE Ln 0 O O O �o00 Z ' Q °� Cn (r? LPR POSED GR DE 0 72, o f R" `6 PVC @ 0.92 00 11 Q) > O O `n O N + N O CO � U It-4- .0-Tt )000 1L-LL � i o+ 3 v 0 w I co L0 0 to 0 I 0 L0 U m 0 U E ED 0 1 ,r, z Q �p I 00 C N C r-; c) _0 Ow TD LN -1 =0 U %i 07 Z Fo o�F_-w �D�� Q O L T- or Q° -A a_ L ION Q) A Sh 1 m SOILS TYPE LEGEND S OIL MAP NOT TO SCALE Br BROOKSTON SILTY CLAY LOAM C CROSBY SILT LOAM, O TO 2 R SLOPES PROJECT LOCATION MmB 2 MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED Sh SHOALS SILT LOAM LAND DESCRIPTION Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right —of —way line of 1st Avenue NW and along said right —of —way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right —of —way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right —of —way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right —of —way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. SOILS TYPE LEGEND Br: BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTEMIAL FROST ACTION, MODERATE SHRINK —SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL CA: CROSBY SILT LOAM, 0 -3 PERCENT SLOPES — THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK —SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK —SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SrrES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL MmB2: MIAMI SILT LOAM, 2 -6 PERCENT SLOPES — THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A MEDIUM ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK —SWELL POTENTIAL, MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. BECAUSE OF THESE LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED TO INCLUDE FOUNDATION DRAIN TILES AS TO HELP PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH. Sh: SHOALS SILT LOAM. — PERMEABILITY IS MODERATE AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING. 0 10 9 n. n. 7 IBENCHES.(2 I Q Iry �.Cr I I �n I � I I _ . I i i Di i 0� i i i i i i i i i i i I— U 7 0 5 4 3 IN ...._..... . ........:.......... ,c.....• -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. 135 8th St. N. W. Carmel, IN 46032 TELEPHONE: 317-966-2023 FAX: 317-580-9596 CONTACT PERSON: Justin Moffett 5 4 LEGEND- TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: ` 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SQ. FT. 20% CREEPING RED FESCUE NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATA; OF 15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) - COCONUT MAT EROSION CONTROL PRACTICE ON CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -SF- - SILT FENCE -(SEE DETAIL) 3 1 2 I SCALE: 1 " = 20' 0 10 20 40 • V-4 %D 00 H No N•o oo %0 U W 0000 0000 � F"L t_� t_46 x ,"7" o U M M 00 x � W L w a U O A �z a .� )-.1O W� a a o 00 WNo .z W W � W U� O z o � W 0 ®o 0 O (0 CD 3 ri I r- z o O W L/, Q V, W 0 o F o� ¢ w z� w w x- W IBENCHES.(2 I Q Iry �.Cr I I �n I � I I _ . I i i Di i 0� i i i i i i i i i i i I— U 7 0 5 4 3 IN ...._..... . ........:.......... ,c.....• -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. 135 8th St. N. W. Carmel, IN 46032 TELEPHONE: 317-966-2023 FAX: 317-580-9596 CONTACT PERSON: Justin Moffett 5 4 LEGEND- TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: ` 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SQ. FT. 20% CREEPING RED FESCUE NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATA; OF 15 LBS /1,000 SO. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) - COCONUT MAT EROSION CONTROL PRACTICE ON CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -SF- - SILT FENCE -(SEE DETAIL) 3 1 2 I SCALE: 1 " = 20' 0 10 20 40 • V-4 %D 00 H No N•o oo %0 U W 0000 0000 � F"L t_� t_46 x ,"7" o U M M 00 x � W L w a U O A �z a .� )-.1O W� a a o 00 WNo .z W W � W U� O z o � W 0 ®o 0 O (0 CD 3 ri r- z o O W L/, Q V, W 0 o F o� ¢ w z� w w x- W z� r� O z-' U r W a x d a n(D Q Q Q M w ca co W Q z U) z 0 w ,\,����, �� � ; ••�G \S T ER• '''� . *PE10 • *= Zz NAL ���//r1111111►1\ \ \ \��`\ JAMES E. SHIELDS, JR. P.E. 10201333 O O Cli 92 O r� Q0 O P--.Z w W O a � W a a SHEET NO. Q) U C501 PROJECT NO. W06 -0569 b� U 0 a w z c' W � � 1 (D W ►� zF--I C, 0 U Z H o -- 0 00 a w � o C501 PROJECT NO. W06 -0569 We A 0 7 [* 5 4 3 SCALE: 1 " = 20' 0 10 20 40 0 0 Al 0 rn 3 v 0 w I rn LO Un 0 co 0 1 0 U) U O E U n. 0 c°O 1 °O Q N c 3 0 � ' c 0 o '0 O w >1 O N _ � U ii m Z >o Q U w F- Ufo - n t o [us 6'j 7 A SCALE: 1 " = 20' 0 10 20 40 Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. 135 8th. St. N. W. Carmel, IN 46032 TELEPHONE: 317-966-2023 FAX. • 317-580-9596 CONTACT PERSON: Justin Moffett —NOTE— THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. LEGEND- TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) - PERMENANT SEEDING 307 COMMON BLUEGRASS APPLICATION RATE: 507 FINE PERENIAL RYE GRASS 5 LBS /1000 SO. FT. 207 CREEPING RED FESCUE NOTE APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SO. Fr. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) Q - COCONUT MAT EROSION CONTROL PRACTICE ON CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -�r - SILT FENCE -(SEE DETAIL) 5 1 4 Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right —of —way line of 1st Avenue NW and along said right —of —way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right —of —way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right —of —way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right —of —way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. SOILS TYPE LEGEND Br: BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL CrA: CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL. HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING STT1:S. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL MmB2: MIAMI SILT LOAM, 2 -6 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A MEDIUM ORGANIC MATTER CONTENT. R HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME BECAUSE OF THESE LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED TO INCLUDE FOUNDATION DRAIN TILES AS TO HELP PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH. Sh: SHOALS SILT LOAM. - PERMEABILITY IS MODERATE AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING. 3 1 2 • .-1 No 00 U 0000 0000 I tl-:t 0 x '4T"0 U M M 00 w a U O E' z a .P4 lo-J! O � w>4 a� 000 N A Z � � w O4 U1� W .4 O a � O w z� ' 0 0 o(.0 o U z0 0 � I INS3 ' V•I ,0* �W C W d W O M z� C5 z� x4 z M �� ti t3 n W 1.4 oZ z U 0 ...... o o w 0 0 O / �T� • � O • N _ PERMANENT _7 , RAP PROTECT 1 I . - - .. . : l - Q LL w Q �, , •\ - - ir jr V / •�•� ( � Z • \ _7� r� LC) CD, Q w crn \ ��/ \ _ — O . w of IIJL_ \ \ _ • L� LLJ CC \ •\ •\ p p ­X _ _... - - - _• - - - \\yam 77 0 LAND DESCRIPTION 0 Al 0 rn 3 v 0 w I rn LO Un 0 co 0 1 0 U) U O E U n. 0 c°O 1 °O Q N c 3 0 � ' c 0 o '0 O w >1 O N _ � U ii m Z >o Q U w F- Ufo - n t o [us 6'j 7 A SCALE: 1 " = 20' 0 10 20 40 Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. 135 8th. St. N. W. Carmel, IN 46032 TELEPHONE: 317-966-2023 FAX. • 317-580-9596 CONTACT PERSON: Justin Moffett —NOTE— THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. LEGEND- TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) - PERMENANT SEEDING 307 COMMON BLUEGRASS APPLICATION RATE: 507 FINE PERENIAL RYE GRASS 5 LBS /1000 SO. FT. 207 CREEPING RED FESCUE NOTE APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SO. Fr. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) Q - COCONUT MAT EROSION CONTROL PRACTICE ON CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -�r - SILT FENCE -(SEE DETAIL) 5 1 4 Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right —of —way line of 1st Avenue NW and along said right —of —way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right —of —way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right —of —way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right —of —way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. SOILS TYPE LEGEND Br: BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL CrA: CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL. HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING STT1:S. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL MmB2: MIAMI SILT LOAM, 2 -6 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS DEEP AND WELL DRAINED WITH MODERATE PERMEABILITY. IT HAS MODERATE AVAILABLE WATER FOR PLANT GROWTH AND A MEDIUM ORGANIC MATTER CONTENT. R HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT URBAN DEVELOPMENT USES ARE MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATELY SLOW PERMEABILITY, LOW STRENGTH AND EROSION DURING CONSTRUCTION. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME BECAUSE OF THESE LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. THE FOUNDATION AND FOOTING USED IN THIS DEVELOPMENT SHALL BE DESIGNED TO INCLUDE FOUNDATION DRAIN TILES AS TO HELP PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH. Sh: SHOALS SILT LOAM. - PERMEABILITY IS MODERATE AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL IS ALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING. 3 1 2 • .-1 No 00 U 0000 0000 I tl-:t 0 x '4T"0 U M M 00 w a U O E' z a .P4 lo-J! O � w>4 a� 000 N A Z � � w O4 U1� W .4 O a � O w z� ' 0 0 o(.0 o U z0 0 � I `i AW W �W C W d W O M z� C5 z� x4 z M �� t3 n W M W F d Q M W T�T^ TTV^l V1 Q z z 0 w \ \\\ 0 \ \1111111111/////// I SHIF �Z'' %,,� • No. OE10 • *= NAIL '���r11111111111����\\\ JAMES E. SHIELDS, JR. P.E. 10201333 C/) 9 0 Q0 9� 0 C/) ) O W 0 a a W a SHEET NO. N U PROJECT NO. W06 -0569 IN �b U 0 9 d w z M �� t3 n W 1.4 oZ z U 0 o o w 0 0 d �T� � O PROJECT NO. W06 -0569 I� G ■ 7 U D 3 v 0 w I m ED LO 0 0 I 0 LO U a� 0 E U CL ° / � � I oar CO ° °o C (V o 6 rn 0200 0 o T� /r _LO r LO ZU m � 0� �° Qow� r 0 oQOr -1 -1 MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABIUZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. 1 "X2" HARDWOOD CROSSBRACING 2 "X2 "X36" HARDWOOD CATCH BASIN/ STAKES WITH POINTED END DRAINAGE - AT 5' O.C. STRUCTURE 1/2- X 2" X 24" WOOD LATH AT EACH STAKE OVER FABRIC 36" WIDE NONWOVEN 15 POLYPROPYLENE FABRIC REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE INLET PROTECTION DETAIL (NOT TO SCALE) 1 2" - #2 STONE WSMOOF07N"DATION' \ FILTER FABRIC UNDER FILTER CONSTRUCTION ENTRANCE (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABIUZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. SECTION A - CONSTRUCTION PLAN ELEMENTS SECTION B - STORMWATER POLLUTION PREVENTION PLAN - SECTION C - STORMWATER POLLUTION SPACING Al PLAN INDEX - THE INDEX IS AS FOLLOWS. CONSTRUCTION PHASE PREVENTION PLAN - POST - CONSTRUCTION (NO SCALE) A2 l l "x17„ PLAT - (REDUCTION OF STORMWATER POLLUTION 81 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL PHASE PREVENTION PLAN TO BE SUBMITTED WITH FULL SIZE PLAN ) POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES (MAX) FASTENED BY 1" WIRE A3 PROJECT NARRATIVE -THIS IS A PROPOSED RESIDENTIAL MULTI CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE ASSOCIATED WITH THE PROPOSED LAND USE - POTENTIAL FAMILY DEVELOPMENT ON APPROXIMATELY 2.59 ACRES. THE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; POLLUTANTS FROM POST- CONSTRUCTION ACTIVITY SUCH AS CONSTRUCTION SHALL CONSIST OF CURB, ASPHALT DRIVE, ENCLOSED FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, STORM SEWERS, AND SANITARY SEWERS AND DRY DETENTION PONDS. PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL A4 VICINITY MAP - SEE UPPER LEFT OF STORMWATER POLLUTION THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO s PREVENTION PLAN, SHEET C501 OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM A5 LEGAL DESCRIPTION - SEE UPPER RIGHT OF STORMWATER POLLUTION BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE rn PREVENTION PLAN, SHEET C501, B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS - SEE RELATIVE TO LAND DISTURBING ACTIVITIES - SEE CONSTRUCTION SEQUENCE BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. THIS SHEET ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERES A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090030 B3 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL PLAN AND SEE AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP A8 NOTATION OF ANY STATE OR FEDERAL WATER QUAUTY PERMITS - DETAIL IN LOWER RIGHT CORNER OF PLAN IMMEDIATELY IF ANY IS SPILLED. SLOPE NOT APPLICABLE B4 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS -SEE EROSION C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - CONTROL PLAN IMPLEMENTATION - INSTALLATION OF OUTLET CONTROL SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - Erosion STRUCTURE FOR DRY DETENTION AREA SHALL OCCUR PRIOR A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES Control Blankets w/ Straw bales every 100' have been shown on the plans. TO CONSTRUCTION OF STORM SEWER LINES FLOWING INTO ON AND ADJACENT TO SITE - NONE. 86 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS - BASIN. INSTALLATION OF SUMPS WITHIN STORM STRUCTURES All IDENTIFICATION OF ALL RECEIVING WATERS - CITY OF CARMEL SEE EROSION CONTROL PLAN SHALL OCCUR AS STORM SEWER SYSTEM IS INSTALLED. ALL STORM SEWERS TO DRY DETENTION PONDS, THEN TO THE FOLLETT & B7 RUNOFF CONTROL MEASURES - SILT FENCE AND BLANKET - SEE PLAN STRUCTURES TO BE CLEANED OUT IMMEDIATELY FOLLOWING MORROW LEGAL REGULATED OPEN DRAINAGE DITCH AND EVENTUALLY LOCATION COMPLETION OF STORM SEWER INSTALLATION. COOL CREEK - GRASSY BRANCH /LITTLE COOL CREEK DITCH 88 STORM WATER OUTLET PROTECTION SPECS - RIP RAP TO BE PLACED C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - AT OUTLET LOCATION TO REDUCE VELOCITY AND EROSION. STORMWATER QUALITY MEASURES - OFFSITE DETENTION PONDS. 69 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS -SEE TWO FOOT SUMPS SHALL BE INSTALLED ON ALL STORM A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES - EROSION CONTROL PLAN STRUCTURES WITH AN OPEN CASTING. SUMPS SHALL BE SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. B10 STORMWATER QUALITY CONSTRUCTION DETAILS - SEE EROSION MONITORED WEEKLY AND FOLLOWING RAIN EVENTS. A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK CONTROL PLAN SEDIMENT SHALL BE REMOVED FROM SUMPS WHEN SEDIMENT DISCHARGE (10 YEAR) - Q10 PRE -1.55 CFS, 010 POST -1.04 CFS. Bll TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - LEVEL REACHES ONE HALF THE DEPTH OF THE SUMP. A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - SEE SEASONAL SOIL PROTECTION CHART OUTLET CONTROL STRUCTURE FOR DRY DETENTION BASIN RESIDENTIAL B12 PERMANENT SURFACE STABIUZATIONS - SEE SEASONAL SOIL SHALL BE MONITORED WEEKLY AND FOLLOWING RAIN EVENTS. A16 CONSTRUCTION UMITS - SEE STORMWATER POLLUTION PREVENTION PROTECTION CHART ANY SEDIMENT TRAPPED NEAR OR COVERING OUTLET PLAN, SHEETS C501. 813 MATERIAL HANDLING AND SPILL PREVENTION PLAN - CONTROL STRUCTURE OPENINGS SHALL BE REMOVED A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS /TREES POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT IMMEDIATELY. A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE UPPER FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION LEFT CORNER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET WASHOUT AREA HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE DETAILS OF EACH STORM WATER QUALITY MEASURE - SEE SHEETS C501. AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. MENT. IF THERE IS A SPILL Q C301 AND C302 FOR LOCATION OF WATER QUALITY SUMP A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER O EROSION; FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCURE.; SOIL ERO STRUCTURES. SEE SHEET C604 FOR DETAILS OF STORM WATER SYSTEMS - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501. FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD QUALITY STRUCTURES. A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES - NOT APPLICABLE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING CONSTRUCTION STORMWATER QUALITY MEASURES -SEE ATTACHED OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER OPERATIONS AND MAINTAINENCE MANUAL. BORROW /DISPOSAL AREAS - SEE STORMWATER POLLUTION PREVENTION BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. PLAN, SHEET C501. SHALL MEET THE REQUIREMENTS OF IAC 2 -6.1. FOLLOW MATERIAL SAFETY A22 EXISTING SITE TOPOGRAPHY - SEE STORMWATER POLLUTION DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. PREVENTION PLAN, C501. EMERGENCY RESPONSE NUMBERS: A23 PROPOSED FINAL TOPOGRAPHY - SEE STORMWATER POLLUTION RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911 PREVENTION PLAN, C501. CARMEL FIRE DEPARTMENT: (317) 571 -2600 10' MIN. `~ CARMEL POLICE DEPARTMENT: (317) 571 -2500 INDIANA DEPARTMENT OF NATURAL RESOURCES: 812 - 477 -8773 1Y FlLT FILTER SOCK INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT: 317 - 233 -7745 (www.FlLTRExx.COM) B14 MONITORING AND MAINTENANCE GUIDEUNES FOR EACH STORMWATER y y BERM QUAUTY MEASURE - SEE STORMWATER QUALITY CONSTRUCTION DETAILS B15 EROSION & SEDIMENT CONTROL SPECS - SEE DETAILS STAKE) 10' M14. U D 3 v 0 w I m ED LO 0 0 I 0 LO U a� 0 E U CL ° / � � I oar CO ° °o C (V o 6 rn 0200 0 o T� /r _LO r LO ZU m � 0� �° Qow� r 0 oQOr -1 -1 MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABIUZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. 1 "X2" HARDWOOD CROSSBRACING 2 "X2 "X36" HARDWOOD CATCH BASIN/ STAKES WITH POINTED END DRAINAGE - AT 5' O.C. STRUCTURE 1/2- X 2" X 24" WOOD LATH AT EACH STAKE OVER FABRIC 36" WIDE NONWOVEN 15 POLYPROPYLENE FABRIC REFER TO SILT FENCE SECTION FOR EMBEDMENT DETAIL MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE INLET PROTECTION DETAIL (NOT TO SCALE) 1 2" - #2 STONE WSMOOF07N"DATION' \ FILTER FABRIC UNDER FILTER CONSTRUCTION ENTRANCE (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG. 5. AFTER DRAINAGE AREA IS STABIUZED, REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT. RIP -RAP CV L0 10' I 1 18" MIN. SIDE RIP -RAP OUTLET EROSION CONTROL (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. SECTION LINE 10 MIL PLASTIC LINING TO EXTEND TO FlLTREXX FILTER SOCK LATH & FLAGGING ON THAN ALL SIDES 10 MIL PLASTIC LINING STAKE (TiTi•) 12" FlLTREXx FILTER SOCK 3 SECTION BERM NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE "BELOW GRADE 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE CONCRETE BLACK LETTER 6" HEIGHT WASH 0 UT 0.5" LAG SCREWS WOOD POST 3'x3 "x8' 31 I' U �f] �` CONCRETE WASHOUT SIGN NOT M scxF PERMANENT A SEEDING DORMANT 6 0 B SEEDING 1 TEMPORARY C 1 / / / /I / /D /' 0 SEEDING F •" ` / / / / /I / / / / /`� SODDING a MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F = SOD G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART POST 4" DIA. WOOD OR 1.33 RUNOFF RUNOFF SPACING RUN�� COCONUT MAT CURB PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF MAT DETERIORATES OR IS DAMAGED REPLACE IMMEDIATELY. 4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE MAT. (MAX) FASTENED BY 1" WIRE 5. AFTER DRAINAGE AREA IS STABIUZED, REMOVE MAT AND SEDIMENT, I BRINGING DISTURBED AREA TO GRADE AND STABILIZE fT_ RIP -RAP CV L0 10' I 1 18" MIN. SIDE RIP -RAP OUTLET EROSION CONTROL (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. SECTION LINE 10 MIL PLASTIC LINING TO EXTEND TO FlLTREXX FILTER SOCK LATH & FLAGGING ON THAN ALL SIDES 10 MIL PLASTIC LINING STAKE (TiTi•) 12" FlLTREXx FILTER SOCK 3 SECTION BERM NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. CONCRETE WASHOUT TYPE "BELOW GRADE 3/8" TREATED PLYWOOD 48 "x24" PAINTED WHITE CONCRETE BLACK LETTER 6" HEIGHT WASH 0 UT 0.5" LAG SCREWS WOOD POST 3'x3 "x8' 31 I' U �f] �` CONCRETE WASHOUT SIGN NOT M scxF PERMANENT A SEEDING DORMANT 6 0 B SEEDING 1 TEMPORARY C 1 / / / /I / /D /' 0 SEEDING F •" ` / / / / /I / / / / /`� SODDING a MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEL /ACRE. D = WHEAT OR RYE 2 BUSHEL /ACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F = SOD G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART POST 4" DIA. WOOD OR 1.33 LBS /FOOT STEEL 10' MAX. SPACING WIRE FENCE 14 GAGE (MIN) -6" MESH SPACING (MAX) FASTENED BY 1" WIRE I STAPLES, TIE WIRES, OR HOG RINGS FILTER FABRIC ALONG LENGTH (NO JOINTS) STAPLE OR I WIRE TO FENCE rn -) 4 "X4" TRENCH TO BE u BACKFILLED AND COMPACTED DOWN - UPSLOPE SLOPE 11. � �IEIL�IF SILT FENCE SECTION e (NO SCALE) 2 "x2" STAKES SILT FENCE RADE @ END STAKE SHALL E HIGHER THAN TOP OF PIPE ND SECTION MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. FLARED END SECTION PROTECTION (NO SCALE) 5 THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT WITH CONCRETE CURB AND GUTTER, ENCLOSED STORM SEWERS AND SWALES, EARTHEN PADS FOR FUTURE HOUSING AND PUBLIC UTILITIES. TH E CO N STR U C TION SEQUENCING SHALL BE AS SHOWN ON THE TAB LE BE LOW. NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS. CONSTRUCTION SEQUENCE: A PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 1. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY. 2. SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. SAID SIGNS SHALL BE PLACED AT BRAESIDE TRAIL ROAD ENTRANCE. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND HAMILTON COUNTY SOIL & WATER DISTRICT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE REPORTS. A PRE - CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. B. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND SEDIMENT. C. CONSTRUCTION ACCESS DRIVE - TOP SOIL STRIPPING & STONE PLACEMENT SHALL BE INSTALLED AS SHOWN ON PLANS AT ENTRANCE FROM 136TH STREET. CONCRETE WASHOUT AREA TO BE INSTALLED AND MARKED AS SHOWN. D. PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES. E. EARTHWORK - TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL TEMPORARY SEEDING SHALL TAKE PLACE TO DISTURBED AREAS THAT REMAIN UNALTERED FOR MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON DRY DETENTION BASIN. DIRT FROM DRY DETENTION BASIN TO BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. STREET GRADING TO BE COMPLETED AS CONSTRUCTION PROGRESSES. FINISH GRADING OF DRY DETENTION BASIN BANKS, DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. STABILIZE BANKS OF DRY DETENTION BASIN IMMEDIATELY FOLLOWING COMPLETION OF DETENTION BASIN GRADING. F. SANITARY SEWER - INSTALLATION OF GRAVITY SEWER SHALL BEGIN. DISTURBED AREAS TO BE TEMPORARY SEEDED AS CONSTRUCTION IS COMPLETED. LATERALS TO EACH LOT TO BE PUT IN PLACE AS MAIN LINE IS CONSTRUCTED. AS -BUILT INFORMATION IS TO BE PROVIDED TO CTE ENGINEERING UPON COMPLETION OF EVERY THIRD MANHOLE SET. G STORM SEWER - CU R B IN LETS YARD IN LETS STORM PIP ES & STR EET U N DE R RAIN S SHALL BE CONSTRUCTED AS WARRANTS. LAKE CONTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION OF INDIVIDUAL LAKES. PROTECTION TO BE PUT IN PLACE AS NOTED IN 'C" ABOVE. SILT FENCING P UT IN P LACE AROUND YARD IN LETS PER DET AI L G RA VELBAG CURB PROTECTION PLACEMENT AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET CURBS ARE STARTED AND PIPES INSTALLED. H. UTILITIES - COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE N AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. I. PAVEMENT - LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND GRAVEL.BAGS SHALL BE ADJUSTED TO ORIGINAL LOCATIONS AND REPAIRED IF NEEDED. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. J. FINISH GRADING - FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION CONTROL BLANKETS AROUND LAKE AREAS AS SHOWN ON PLANS. RIP -RAP TO BE INSTALLED AND /OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN. K. CLEANUP - CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. CONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY UNWANTED MATERIALS; WASHOUT SIGN TO BE REMOVED. ALL INLETS AND END SECTIONS TO BE CHECKED AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. L FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. M. INDIVIDUAL BUILDING CONSTRUCTION - REFERENCE DETAIL SHOWN ON THIS SHEET FOR EROSION CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE FAMILY DWELLING UNDER CONSTRUCTION. N. PERMANENT SEED ALL AREAS OF DISTURBANCE. LAND DESCRIPTION 4 Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right -of -way line of 1st Avenue NW and along said right -of -way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right -of -way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right -of -way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right -of -way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. PEAR YARD DRAINAGE SCALE SF SF SF PS TOPSOIL SUBSOIL ) T$ ` STOCKPILE \ �� STOCKPILE / EA TO BE TOPSOILED, SEEDED AND MULCHED LL_ BY OWNER AT COMPLETION Ln OF CONSTRUCTION (TYR.) (n 9 FRONT OF HOME PS PS TS TS L� 0 V) li. Ln w W J 3 Ln Of Lj ° } Of 0 Q L� Liz oa C/) PS PS �T °< a' TS 0 �o REAR OF HOME GARAGE LL ZO X V w TS Z TS mg O zr Li. CURB INLET PROTECTION C STREET CENTERLINE - SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE/TWO FAMILY DWELLING UNDER CONSTRUCTION 5 EROSION CONTROL PLAN PLAN NOTES EROSION CONTROL SPECIFICATIONS 1) This plan is designed as an attempt to prevent any and all sediment from leaving the construction site by way of erosion. If erosion of sediment from the site is taking place, the owner shall take preventative action immediately. The engineer shall be consulted in the event this happens. 2) Temporary seeding is to be applied to any graded area that will remain unaltered for an extended period of time. 3) Permanent seeding is to be applied immediately to areas that have achieved final and finished grade. 4) Preserve existing vegetation on the site whenever and wherever possible to prevent topsoil erosion. 5) All sediment capturing measures are to be implemented prior to the disturbance of the construction area they are intended to service. 6) All erosion control measures proposed ore to be properly maintained to continue their effectiveness. 7) If grading occurs during December, January, February dormant seeding procedures shall be used. 8) During dry weather, keep lawns watered with sprinklers or other approved methods. Reseed any areas not germinating or damaged at intervals as may be required according to seasonal condition and /or construction activity. Water grass and execute necessary weeding until full stand of grass has been obtained. 9) The implementation and maintenance of the erosion control is the sole responsibility of the contractor and /or owner. 10) It shall be the contractor's and /or owner's responsibility to minimize sedimentation (from on -site construction activities) from being deposited onto adjacent properties and receiving streams /ditches in strict compliance with "Rule 5" (327 IAC 15 -5, construction activity stormwoter runoff control). It shall also be the contractor's or owner's responsibility to obtain any approvals required from the local authority and to submit a complete Notice of Intent letter to the Office of Water Management, Indiana Department of Environmental Management prior to any construction activity. 11) Provide- #2 crushed stone construction entrance(s) to site from streets /roods. 12) It shall be the contractor's and /or owner's responsibility to implement an erosion control plan for each lot. The builder may implement a different erosion control plan as long as it meet or exceeds Rule 5 regulations. INDIVIDUAL LOT EROSION CONTROL PLAN PLAN LEGEND - FINISH GRADE /WATER FLOW PROPERTY LINE /DRAINAGE SWALE TS - TEMPORARY SEEDING PS - PERMANENT SEEDING El- RIP RAP /GRAVEL DRIVE /EXIT PAD CURB INLET PROTECTION (SEE DETAIL) ® SILT FENCE BOX AROUND BEEHIVE INLETS (SEE DETAIL) -S F - SILT FENCE 4 Contact Person for Erosion Control & Sediment Practices Uptown Partners, LLC. 135 8th St. N. W. Carmel, IN 46032 TELEPHONE. 317-966-2023 FAX. 317- 580- 9596 CONTACT PERSON.- Justin Moffett -NOTE - THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH CITY OF CARMEL REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. 3 2 I 1 EROSION CONTROL NOTES: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND /OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER. IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. PERMANENT SEEDING SPECIFICATIONS: 1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. 2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED THICKNESS). 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN % ", EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND OTHER LITER. 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS. 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS AS REQUIRED TO MEET /EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. 7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2 -3 INCHES OF THE TOPSOIL WITH A SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEMI -DRY CONDITION IN TWO OPPOSITE DIRECTIONS (RIGHT ANGLES). 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. 10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 11) COVER SEED TO A DEPTH OF 1h" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 3� TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE STAND OF GRASS IS ASSURED. 15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. - WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES. LEGEND - TEMPORARY SEEDING - USE PLANTING CHART (DETAIL SHEET) - PERMENANT SEEDING 30% COMMON BLUEGRASS APPLICATION RATE: 50% FINE PERENIAL RYE GRASS 5 LBS /1000 SQ. FT. 20% CREEPING RED FESCUE NOTE: APPLY 10 -6 -4 FERTILIZER AT A RATE OF 15 LBS /1,000 SQ. FT. TO ALL PERMENANT SEEDING AREAS - EROSION CONTROL BLANKET W /PERMENANT SEEDING (SEE ABOVE) NORTH AMERICAN GREEN S -150 (OR EQUAL) - GRAVELBAG EROSION CONTROL DAM AROUND CURB INLETS (SEE DETAIL) ❑ - SILT FENCE INLET PROTECTION AROUND BEEHIVE INLETS (SEE DETAIL) -sF - SILT FENCE -(SEE DETAIL) 2 HOLEY IVOLEY SA YS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. e ­4 IT O [.-I � O V SID cM k 000 000 WIt +-4 1-4 O U M M 00 X -0� ws w a U A Qz 1-.4 a .� �_! 0 w a� ^ aJ 000 N � It � z o4 A w W 0 Ut/1 14 W o� z w z� V7 O ❑D Ca 3 O coo W ra w o � ° Q 0 C co C/) Lli ' o a a Q ra w W Q w U) Q z U) z 0 > W \\ `` SHIE �, O �S �o''� ,�. � _ . GIST ER •• .. • . *ITE10 *= �� • �•••........... � • //11111111111\\ \\\\\\ JAMES E. SHIELDS, JR. P.E. 10201333 U U r; C/) v ) M O W R (14 co O I4 N-6 C12 U O COO o � Q O O � 15�, r1 H F4 W Piz) c2 .Yc Q O 124 o a ° SHEET NO. C503 PROJECT NO. W06 -0569 3 Z W I ED L0 0 I 0 U 0 U E CP i 0 o�0 0 oQ) o � C N 17 C p O O W O N =0 � U W m Z : UO "O or go1 9 M 7 W21 —5 (30x30) SHOULDER WORK FLAGGER BARRELS 700" 100' W21 -5 (30x30) W20 -1 (48x48) SHOULDER WORK W20 -7 (36x36) ROAD CONSTRUCTION FLAGGER FLAGMAN AHEAD AHEAD � W 0 O 0 500' ± 500' ± W 00 I� 0 0 LAND DESCRIPTION FOR COBBLESTONE COMMONS Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right —of —way line of 1st Avenue NW and along said right —of —way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right —of —way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right —of —way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right —of —way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. ) CROSS HATCHED AREA INDICATES NEW PAVEMENT IN STREET R \W EXISTING PAVEMENT REPAVED WITH 1.5 IL AND HMA #11 SURFACE 6MANDTIREPAVED WITH 1.5" HMA HMAL1D 1.5" SURFACE AND HMA #8 BINDER AS REQUIRED TO MEET PROPOSED GRADE EEO D 7 MAINTENANCE OF TRAFFIC PLAN ENTRANCE 1ST AVENUE & 7TH STREET NW. MAINTENANCE OF TRAFFIC LEGEND O = Drum Type Barricades (INDOT Spec. 801.09) Spaced as Noted With Type C Steady Burn Lights. 9-t = Flagperson — Must meet Section 6F Requirements in the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways — 1988 Q = ADVANCED WARNING SIGN 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE 4 " - #2 STONE SUBGRADE 1st AVENUE RIGHT -OF -WAY PAVEMENT SECTION L•� (NO SCALE) 5 NOTE: THE ADVANCE FLAGGER SIGN IS INTENDED FOR USE IN ADVANCE OF ANY POINT AT WHICH A FLAGGER HAS BEEN STATIONED TO CONTROL TRAFFIC THROUGH A CONSTRUCTION MAINTENANCE PROJECT. THE SIGN WILL ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING THEIR STATION. THE SIGN SHALL BE PROMPTLY REMOVED, COVERED, OR TURNED TO FACE AWAY FROM THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE STATION. THE FLAGPERSON SHALL MEET ALL REQUIREMENTS OF SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. THE BARRRICADES SHALL BE MOVED TO THE EDGE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE CONSTRUCTION AREA. FENCING AND BARRICADES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. THE MANTENANCE OF TRAFFIC SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLASHERS SPACED EVERY 100'. 4 1 3 • .-4 �O 00 No U N6 "oo U w IT " H 00 00 q x .� o V M M 00 w� w a U o rA a wo � w� o � 00 N Q w � w ov1�z. w U Q� V 0 ®o 0 CD SCALE: 1 " = 20' U 0(0 0 10 20 40 co r- zow race �cn racn of 0 Z Ld w(0 0 z,:, 0 z x I a C° CD ° ° a a r� ra ra 500' ± 500' ± W 00 I� 0 0 LAND DESCRIPTION FOR COBBLESTONE COMMONS Part of the Northeast Quarter of Section 25, Township 18 North, Range 3 East of the Second Principal Meridian in Clay Township of Hamilton County, Indiana. Commencing at the Northeast corner of the Northeast Quarter of said Section 25; thence South 88 degrees 54 minutes 52 seconds West along the north line of said quarter section 413.00 feet; to the POINT OF BEGINNING of the following described real estate: thence South 00 degrees 07 minutes 46 seconds West parallel with the east line of said quarter section and along the northerly prolongation of the west right —of —way line of 1st Avenue NW and along said right —of —way line a distance of 305.80 feet; thence South 88 degrees 54 minutes 52 seconds West 364.70 feet to the southeast corner of Instrument 98 -40862 as found in the Office of the Recorder of Hamilton County, Indiana, said point being on the east right —of —way line of the Monon Trail; thence North 01 degrees 20 minutes 01 seconds West along the east line of said instrument and right —of —way line 131.95 feet to the southeast corner of Instrument 99- 09339; thence continuing North 01 degrees 44 minutes 35 seconds West along the east line of Instrument 99 -09339 and right —of —way of the Monon Trail 173.78 feet to the northeast corner thereof, being on the north line of said quarter section; thence North 88 degrees 54 minutes 52 seconds East along said north line 373.75 feet to the POINT OF BEGINNING. Containing 2.590 acres, more or less. NOTE: ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC. ) CROSS HATCHED AREA INDICATES NEW PAVEMENT IN STREET R \W EXISTING PAVEMENT REPAVED WITH 1.5 IL AND HMA #11 SURFACE 6MANDTIREPAVED WITH 1.5" HMA HMAL1D 1.5" SURFACE AND HMA #8 BINDER AS REQUIRED TO MEET PROPOSED GRADE EEO D 7 MAINTENANCE OF TRAFFIC PLAN ENTRANCE 1ST AVENUE & 7TH STREET NW. MAINTENANCE OF TRAFFIC LEGEND O = Drum Type Barricades (INDOT Spec. 801.09) Spaced as Noted With Type C Steady Burn Lights. 9-t = Flagperson — Must meet Section 6F Requirements in the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways — 1988 Q = ADVANCED WARNING SIGN 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE 4 " - #2 STONE SUBGRADE 1st AVENUE RIGHT -OF -WAY PAVEMENT SECTION L•� (NO SCALE) 5 NOTE: THE ADVANCE FLAGGER SIGN IS INTENDED FOR USE IN ADVANCE OF ANY POINT AT WHICH A FLAGGER HAS BEEN STATIONED TO CONTROL TRAFFIC THROUGH A CONSTRUCTION MAINTENANCE PROJECT. THE SIGN WILL ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING THEIR STATION. THE SIGN SHALL BE PROMPTLY REMOVED, COVERED, OR TURNED TO FACE AWAY FROM THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE STATION. THE FLAGPERSON SHALL MEET ALL REQUIREMENTS OF SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. THE BARRRICADES SHALL BE MOVED TO THE EDGE OF PAVEMENT AT TIMES OF NO CONSTRUCTION TO ALLOW FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE CONSTRUCTION AREA. FENCING AND BARRICADES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. FLAGGER AHEAD SIGNS TO BE COVERED OR TAKEN DOWN WHEN FLAGGERS NOT PRESENT. THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED OR TURNED AWAY FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. THE MANTENANCE OF TRAFFIC SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 1988 AND ALL SUBSEQUENT REVISIONS. ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLASHERS SPACED EVERY 100'. 4 1 3 • .-4 �O 00 No U N6 "oo U w IT " H 00 00 q x .� o V M M 00 w� w a U o rA a wo � w� o � 00 N Q w � w ov1�z. w U Q� V 0 ®o 0 w h w ra z z 0 w a� �Illlllllllttl //1� > : No. *)'E10 *= 10111111111100\\ JAMES E. SHIELDS, JR. P.E. 10201333 CD SCALE: 1 " = 20' U 0(0 0 10 20 40 co r- zow race �cn racn of 0 Z Ld w(0 0 z,:, 0 z x I a C° CD ° w a r� ra ra U ra w h w ra z z 0 w a� �Illlllllllttl //1� > : No. *)'E10 *= 10111111111100\\ JAMES E. SHIELDS, JR. P.E. 10201333 2 lei _ SCALE: 1 " = 20' U 0 10 20 40 co 9 0 SIGNAGE SCHEDULE O 2: W20 -1 48X48 ROAD CONSTRUCTION AHEAD 2: W20 -1 48X48 END CONSTRUCTION 2: W20 -7 36X36 FLAGMAN AHEAD 2: W21 -5 30X30 SHOULDER WORK WITH FLASHERS 31: DRUM TYPE BARRICADES (INDOT SPEC 801.09) O SPACED AS NOTED. E-- •` M W C Q0 0 z w � Q w J-0- a a O 11.4 �w a Er- SHEET NO. 2 lei C601 PROJECT NO. W06 -0569 _ U U E-- •` M W C z J-0- 11.4 Er- W 9 U Qi) Z3 Ww z o 0 z ��I r ¢ D C601 PROJECT NO. W06 -0569 a F- rn co LO 0 co 0 N O co U V) O c o E v a � C c � N in 0 O I O c (p O O pU O N U 1 cU w r7 C pvOt 0� T C %N : r 0 -3 UD > •• U w Z �c QOw� ogoa (_ Jokla 9) K LN M 3 U-1 O I 0) YD YO 0 0 I M 0 LID U ID 9) o E U a / " N p ,D d a) I r- 0 0 0 0 to N � v 17� 0Q) O -0 00 N >, 0 /M� .. =0 r co U,;jm Z :2 O 0 I- 1_ w U 0 O I- og oon 10 I 9 Er#I PIPE UN it Wf. * r4 i.,''. �.1 V (T1 Tlitili0i� 1a _ r� t r �; . ". c tr p q �.: w a ' �' I` F #N T F. , NOTE ply r #! p e �^, .. t Y L. #+%Tar.. i" Ei 3irwdF x744. . ,L.N4A1 " i I 4 F ? i .� A ,_ . + �... N d....:. 5 k # ti 1. t i + j. T : 4 td 4 a # t L. ;. , v ie ,. . t� L k 1. N •r �: kr REQUIRED �.y.- :,_...,R: 5,'•.i "t: "';:: .J.- f'• -•• [.' tr,4 y'E. ::i ... .G 7tH.. [s� �4.n§:,.'UIRED I « >r 1NStA�.. ',TaON RE,�I �#�E r`' f 1 rid, E ��.. I- E -R. .. ,.• •f. :::i CITY O AN4 �. T AI'A . ._ .... 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P °. � �..� i +:.,I` 4 I i L I T Y 11. i 1_ T i h 1 1 �.,,J �' I L N' . :k W -. ; -WW -_ -__ LfQ a + P .'WL'E ,V i RIGHT -OF -WAY . a..---- ._-_..._._._.-.___. � 1 I 1 1 14t .. 1 1 _....,...,, u.v.+.+.._.+.,,.. .. � ........ ._ .._... _ �. r 1 ]7 " *,. ,fI TAlLL Y t l'';,'9 _ �! j� � 1. 1 1. 1. UTILITY T! a! g t� 1 1 Y �_`r F 11 i �. a, a �. rl- 1 CI � "5 k . O �� S` f' lJ ( 1 I O N L' ..A'Il 341 _ "T ru f.,a3... i -1 ..:« .. ' C ' C R, L t 1k cif T, 4,-I..-i'.; 41 TNa - j"4-'] 14 t y -� 1', h, A t } °_ �,: ,I,, , .# 1 }tp iy. _.: ".."'""' :w•'ww�..M1'.' :"" i' _ i .".I. + : r r'P'�,.•- • --'. +. .c i _+ I I t 't ! I 1 'j yil�'i r _- iLl 11 Ii i 1`N, l':y _._41r _ � ( t f' 1 � i : L1 � i 10; i ;: % i y , 4 , . u-" 1 i1 4 fi I li } I htt i.I 3 i I ] _' .._. _ _. T _.. f- - "�_' _'-" i aFW4' �' IFh '##,e dTrtf "t i; il 1 i; T d... 1AL1NLal.ti +*mtiai 1 t,ir I.(i.I44 E +w.4,+9"i�'r 1 1A rT`P. w yd, tit, t 'i, w! 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T, tat T3 #di T � .11 tf'° rttltil,lxi 1,1 r t ': w 1 , - tt beint�i i.1t" dr m iri 'll P4iArol- rTu,o- P;— tutlr.+Le -Y r... _a_ ;tom 1 :rr..',.TI1F k.ansrN- .,.,r::tik i.lIt art #. ! #. r,' i. ��iS i. a3.[ - {i. 1.1 F:i.,xi..4illa...a IJ k, -aa •. #iu i'F':'4. ,f]. il:'+iiti' P'. ?;. a:N : "r.1.:F:',, �il fit. 4it: ,,� fi ::.. �: 1 J 14 . 4, ;i� :, .ix] bri'!' fi_J 't^.r' t% jt.�i�.TiF!:; ri.f!,",.... iJritIr, .k "- a'F.H.1 :.:t,.r "a::1. #:i -h w11= u�:i'L"L# N9 t. h. ,a cr 2 #+? +g11W:tI11fi1 + S k Ktx <?± = +tYti 1 °? , rll "tm ;rwri4ui f ,,.m try ref . r, *I1CC e#+' 1. stringent requirement shall govern. "� L;lplltx uttEi,+. -t, '1 }TTZ #1 4311_tijTt t.:; .ipf:rl.tttti L�_,_a. a#�axl�tc iiurutTl .0­n!qtyactll-ori process. ey t� # 1 'L+- ?,tr= ro, u ar E. o w i;1 H Ta '. 1,. kC #y 31er, EltC , tfu I±.t g. . .. .... r - +,7, i - -: }* 1Jj t ]#.1 i4 T y yp - - .. i r �; it T 7 firy ? , �9 t '+i (:. i i. * L T '+�„ Y..,� 1` .,k is ._:k i.. 6 ,+ _l .� k_,� .. 7�� 9 .S .... Backfill meeting the material requirements of the INDOT. material e artment of Engineering at time Carmel D g th e City of Caren g bea ro ved b P shall Y PP y ' A r # T 1"i 14! t r .. _ .. r:: ,i „9„*'9�.L_�iY k'n Lr �.iL,�ti3 E T :NJA� jco Sf ^._... il- AL ijR0 .. :::.iANN 11 UN-1 T1,AT:E; _. "� :w? r. #,4Rr I`.•1� � x rE �d .1o'EY ;,. material above the sub grade) plus thickness (all bituminous and aggregate g �' I!-' C, Cior i � Jr +4 T. I� PI r S„oe +,' ''t' E 1 �r r F 4+ �' # ;r T,^� w7t ' i w....w- e.w- a: -=L#: -At !_1 4 4, µ I x' a. a 4 E 14 �a l : �+ � i ,1. N i ,'1 ��I I I: M 51'1,.i.�C:l �:7i,.w •rI %..n. s, t.'R >�''4.:+•.?,'y ..._ vrGSwP"ui7w+.fi . :.i A ... I rl' i5; � ....r } .. �.. .. TYPIiw�N, Y., SIDE"WALY, SEAT ��� P40— "' , ,:,& NYC 7.. CURB: V,ATM� L ItD THE R�.'M -RED E�w�NAT'0N il0 C,01l,i1ADT�C� �N Lkfir NOT 17C E.X EE �a'N IN DEPTH, ,„ W j ;,,, i r 'yh ' s °1t- '}',AuwP � 4 Ej" J,VES I�G4�- fig( 1.7ii AL 4�IMi: T J1L 1v. "�i « }_ EHAL 9E CUPACT; TN ;�Y;��.OROAN�'_ ` ;174 S��TI� °'. a�O�,Q� Ok �y C. 0 �' �' --7 Al to t tt M A. a c it t � lot Er !'a,1 r, f .- `, i -f!'If s r.Ad it ..... . -t........"'...— I 11 ..... .. ­­­­ . � .. ... , _J r,.,,,..,,:::,.,....w.:.:,,,,,, �'.',"�:'' f ti: s iJ A' ' ",.3 sJ-•Cj i i I';7 w i ! I u s ; Imo,:,1 "°`:sn,,:- -- -.,..:""".."""" . I. .. , _, ; . i t - E. ......:,... 1. *1.: ,: .. __.. w "" id y,irr,, rr, ,u 'h S±I., ':[i++ tkl C4th�a j,'"i ', [1[,, L i:i:r "'iu T �,Ii'a.,' 11 JJ�-,, f' t� { i C; k f 0f Or ei, 4k..n th,. ,d Of t,+ "11'eli'i ,Jf �rr'i +. r, �4': p.. la, .,,NIr .i', �",h,,1,��P,.PFTP ",1.7.1 k At..''x. 11 ` ,s, ! � a 1 s. IY OF Ahy 1, STANDARDS. . SI1i °AL' D"til 11 : �� - i ._ .. .. _... y _ ., , i. 5 4 Diagram 1: Bicycle Rack ] y e BICYCLE PARKING DETAIL (�) t7 'df tl .:-I , '' 1, t'. i'., r r r.,l i . t" 9 .,^n.,;4 I= 4 ', --��1 I i'?11 "!:� Dui. 3� i.. =; , r'. Rr'!1 T *rc: ,,.ur4 3i1 1,1 f ;, »a.i F #E rl t i , ,:. , il V. ni, r T' t ti ,K unit. r lit r i tt ti. 1. .... I. .. _. _, ,. I iII, I F I,,i' ;fllt,l 3 da L ?_C .._ , f r1 ,,t,.T:. 1114' t ri ,# ii t . 1 4:: - k t * +p ;1 }MYr atr it ^`' 'y -1 ! Ii0 *. +1'. ,,qr 4:::::i� f 9 :.7 .. i rt4'. i":. t,t _. }+}r,n_* 'ur.�sabw Y ix - . s T'rY dri Y i1"? .,nbk t bus!'; +;:tC T SL 4:L" � 1� .fl,•� .i 1�s ll rs,,x 1 a ,. 4f R[ #€:A]P4a3ri.UToIII a Flrfrl j NKt p ilxol i] S Y, "h" T,'� i - ! ,1 Jr`rrfi �. * �:: : x Er " ,~.., +,I . rlCiuTU� I« I.. t lli. . 7 F EAT +'w4 .. Y t, 3 f;v ,�-_* t t T 't I+ t l� a ,�itl" + =.11T I' SI��4l L. 114 a1 : 't,a .i';t L.d Tt "E I ",_[,0. !iP.,l r I1fE', 1 1 1 r +Y,, - Y , 1'1 t". C I,'r �.. L�I' T'6 lLi+, iT4- i. Tl'1[. �` T1 + t "�i °i+,1I I Ur ,i fit;. : n X11 L�(j I.� - _ ,!::. =.1.,,: r' tan t r t:l`v:?i 3* ,. f 1; ii, t'`, T. i^ 1PI, ,trT1CiN P Dtb 171E a ll 11 _[' C t T;C. a�TF..Ig 1. y .,'L a - 4,. " m 1, r u .l i ,ik4,!h r4tir 11t :IE �.' iFi!,titr 1, E ' 1 4i,,Il'� 1 xL1 FIE � GIw ;� ;1Lv) l.fd �f �. P,C ",ME t. 1. t. TYPICAL SECTION -LOCAL STREET 30•Mlr COVER AND SEAL - END OF LATERAL PROPERTY OR - EASEMENT LINE 112 TRACER WIRE REQUIRED OVER ALL SANITARY MAINS AND SERVICE CONNECTIONS A 6"O LATERAL MAIN SEWER LINE SECTION A —A A PLAN VIEW NOTES: 1. PIPE BEDDING FOR LATERALS SHALL BE THE SAME AS FOR MAIN LINE SEWER. 2. NORMAL GRADE FOR LATERALS SHALL BE 1/4 - PER FOOT. 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8" PER FOOT. 4. ALL FITTINGS SHALL BE SDR 26. 5. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED GRADE EXCEPT WHERE MAIN LINE GRADE FIXES SHALLOWER DEPTH 6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST. LATERAL DETAIL 0 5 4 (NO SCALE) 3 2 27 7/8' [708mm] FRAME 26 3/8' [670mm] FRAME E 26' [560mm] GRATE M P31 E . E ,., . n 1 j T— �.— 27 1/4' [692mm] - - J 36' 0 [914mm] CAD DWG. REF: 3501494.DWG- 1 SAW CUT EXISTING 6" COMPA AGGRE 1 1 11' [279mm] 5' [127mm] E E I 1� E E � x _ - E 10 E E II E E oo u J� °i E m ^ �' E m n T, T N r E 1 1/2' [38mm] 1/2' [13mm] 3 1/e [83mm] 7' [17Bmm] NOTE ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT: FRAME 3501 -0192. GRATE 3501 -0193 MATERIAL. CAST GRAY IRON ASTM A-48, CUSS 35B FINISH: NO PAINT WE)GHT. FRAME 214#, GRATE 177# WAS 3501 T08 CASTING NOTE: USE THE NEENAH 3501 -L2 (OR EQUIVALENT) AT THE LOW POINT INLETS AND THE NEENAH 3501 -TR /TL (OR EQUIVALENT) AT THE FLOW THRU INLETS (NOT TO SCALE) _1 III WATER AND SEWER UNDER PAVEMENT SIDEWALK PAVED AREAS AND WITHIN STORM- SEWERS UNDER PAVEMENT SIDEWALK. PAVED AREAS AND WITHIN RIGHT -OF -WAY RIGHT -OF -WAY BEDDING, HAUNCHING, INITIAL BACKFILL BEDDING AND HAUNCHING Bedding and haunching for all reinforced concrete pipe installations shall Bedding, Haunching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service be #8 stone meeting the material requirements of the INDOT. The material laterals shall be in accordance with the standard practice of the utility shall be approved by the City of Carmel Department of Engineering at time that has jurisdiction over the installation. of installation. Bedding shall be placed in the trench bottom such that .. 'r . �y _ %_ _ .... _ - after the pipe is installed to grade and line, there remains a 4 -inch depth of material below the pipe barrel and a minimum of FINS, BACKFILL Final backfill for water mains, water service laterals, sanitary mains and minim 3- inches below the bell. For pipe sizes 66- inches and larger, the depth of material below the pipe barrel shall be 6- inches. sanitary service laterals under and within 5 -feet of pavement or sidewalk or other paved areas and for all installations within City right -of -way shall minimum Bedding shall be placed to be uniform as possible, but shall be loosely be B- Borrow for Structure Backfill meeting the material requirements of placed uncompacted material under the middle third of the pipe prior to the INDOT. The material shall be approved by the City of Carmel Final backfill shall be placement of the pipe. If the underlying soils of the trench bottom are or eldin the soil shall be undercut to such a depth that when soft yl g, Department of Engineering at time of installation. compacted in 6 -inch maximum lifts to not less than 95� Standard Proctor aired with 2 stone it will produce a uniform and stable foundation rep # the length of the pipe. Haunching shall be compacted in The backfill for the Density for the entire depth of the material placed. Th top 6- inches of the excavation below the start of the aggregate sub -base n entire al o g g maximum lifts to not less than 90% Standard Proctor Density for 8 -inch m of the pavement shall be No. 53 Stone meeting the material requirement of of the material laced. The backfill shall be brought up the en depth tire P P the INDOT and shall be compacted to not less than 95% Standard Proctor ' v on both sides of the pipe for the full length of the pipe. evenly y Density. If the standard practice of the utility that has jurisdiction over Haunching shall extend to the springline of the pipe. Minimum trench the installation has a more stringent backfill requirement, the more width shall be the outside diameter of the pipe plus 18- inches. stringent requirement shall govern. FINAL BACKFILL Final backfill for all reinforced concrete pipe installations under and within V. rtu r:�,pga #ti'N: NNr ®: PFaw:Ytidi,: �: YY a!ma;. 5 -feet of pavement or sidewalk or other paved areas and for all : I '.,, installations within City right -of -way shall be B- Borrow for Structure The MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT -OF -WAY Backfill meeting the material requirements of the INDOT. material e artment of Engineering at time Carmel D g th e City of Caren g bea ro ved b P shall Y PP y Mains, Water Service 'tar M Water Ma ins Sane , Mains at , Storm y ofS For m stall anon , of installation. Final backfill shall be compacted in 6 -inch minimum lifts Later als Sanitary ervice Laterals under City streets, regardless of y Density for the entire depth of the to not less than 95� Standard Proctor D y P installed jurisdiction of the utility, the minimum cover from the top of th a inst backfill for the to 6- inches of the excavation below The b material lac ed. P ma P installed i a shall be the pavement section he t o of the install P t to t P a vemen P P P ate sub -base of the avement shall be No. 53 Stone the start of the aggregate P material above the sub grade) plus thickness (all bituminous and aggregate g meeting the material requirements of the INDOT and shall be compacted to 1 -0" but under no circumstances shall the cover along any part of the Final Ba ckfill for all not less than 95% Standard Proctor Density. Fm greater than 5 -feet from pavement, ced concrete pipe installations g reinfor P P an less than pipe from the final pavement elevation to the top of the pipe be 1 standard practice of the unlit that has jurisdiction over 2.5 -feet. If the s p y sidewalk, other paved areas of the limit of City right -of -way shall be clean the installation has a more stringent cover requirement, the more stringent material free of rocks larger than 6- inches in diameter, frozen lumps fill m g of soil, wood or other extaneous material, compacted in 12 -inch maximum requirement shall g overn. Cover heights for reinforced concrete pipe storm sewer that are less than g Proctor Density for the entire depth of d Pr oc Standard lifts t o not less than 90� S y and ved condition approved case cond>< be e valuated on a ca se b PP those required will y the excavation. The final 6- inches of the excavation shall consist of onl with written permission by the city engineer. y to soil. P +'N i'i�i . 0 5 4 (NO SCALE) 3 2 27 7/8' [708mm] FRAME 26 3/8' [670mm] FRAME E 26' [560mm] GRATE M P31 E . E ,., . n 1 j T— �.— 27 1/4' [692mm] - - J 36' 0 [914mm] CAD DWG. REF: 3501494.DWG- 1 SAW CUT EXISTING 6" COMPA AGGRE 1 1 11' [279mm] 5' [127mm] E E I 1� E E � x _ - E 10 E E II E E oo u J� °i E m ^ �' E m n T, T N r E 1 1/2' [38mm] 1/2' [13mm] 3 1/e [83mm] 7' [17Bmm] NOTE ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT: FRAME 3501 -0192. GRATE 3501 -0193 MATERIAL. CAST GRAY IRON ASTM A-48, CUSS 35B FINISH: NO PAINT WE)GHT. FRAME 214#, GRATE 177# WAS 3501 T08 CASTING NOTE: USE THE NEENAH 3501 -L2 (OR EQUIVALENT) AT THE LOW POINT INLETS AND THE NEENAH 3501 -TR /TL (OR EQUIVALENT) AT THE FLOW THRU INLETS 24" MIN. 24" MIN. d 'd ° - d d 4 d _ A,. d. z 4 Z . . .0 d d . E N d d_ d' n N .0 ° d .4 d Id ° d d 4 . d 4 d d ° 4 . .d . �, d °d d d d. °. - Z .. Z_ ° ° ° > - .- . d ° d , a N °. . 4 d ° d N 4d .. d NOTE: CONCRETE SADDLE IS d TO BE USED WHENEVER A I 24" MIN. 24" MIN. STORM AND SANITARY SEWER LINE INTERSECTION HAS LESS THAN 18 INCHES OF SEPARATION CONCRETE SADDLE BETWEEN STORM AND SEWER PIPES SAW CUT tEFER TO DRAWINGS FOR 'AVEMENT TYPE. :XISTING EDDING SECTION S, THIS SHEET �I I -_ I I' REPAIR OF CUTS FOR UTILITY INSTALLATION (NO SCALE) i = li I PIPE SIZE 8 " -15 18 " &OVE I�::�: - I— il BEDDING BELOW O.D. /4 O.D. /4 " III- -Ili PIPE BARREL MIN.' MAX. -8 1 I- _ 1- 11 ;I MIN WIDTH= O.D. +12" 1 25( ) \ � I I I I I = Tie r," � 1. _1 III f -ref Iit � ., %R ea , . ? - 1tN`°- cd� FY&N4NF,a# aNS s �! b _ - c �sorYa .11 . . *a ! A �� "4,F, t+!r11w**N *h �F ° , $+ r' � - 4 I r.,:.: n• rr_ i i _'_ t-- _ •" , + Nryd{R6Y 4 f4 Yf6,A u' i C'WY7# ft r r1Rwiiiii,. i• i +� 9 ti'IRN:,} ;tidit r=ts,i,tiro r {xrFy;pti!4 h' w: Cit M r°y, ._ #NYaY"N, , aii1, armor tt :i www'PR +. py.. rw" iF° f #ft*htz *, t 1 �a�!i irrxr. ; I i I I 4iN_:iC$9i is M M"Tfi:CF?Sd VA, ........_..; !s� - '� �A C . .•...4, --_, ._..... 3EO F fi.;: t."i'aN rartiSTi 4'C1k1 ay &W ,tb. E+% t* .. 'r . �y _ %_ _ .... _ - I *T­ ...._.. t : 1 II V r q A'1&0�n1Nith #KVleh !Y,P*ro " );r C. E. �y Zr iwif , .. **44 *,.A T&" taAA 04ve.0 fld,., t I aYil E M�t�i`,M �: - t T -O_P' r:..#A4[ii it #4F€ra�t>El ta,wtbrd . DETAtL .. . ;$ # $xd,' ,.. �� * 0,1117 : ii in Wf C$, 't %ii, -- . ,*YY: SERVICE CONNECTIONS ,FVY.�, i;**fP AiAi 4, 4m to Cut E•r# 04 v :y..�yy� l t�tYdl�l( 9., i., #e@jl0:kr}'!M .- ...•.•� r y1• a t'! LtY4i Yd,.�...T Cid'K0 A*A iY I +,! �2n y 1 -,. . i! "R, .1 it t ".... _ . .... :- ;... •-it ',.r 1 , _ (ei •1i 441$ f y....i:��y :::::�15:�, 1 ,YY iF' :at'Fa4Wk#*W*A.T'YlY:►1,'-It+WW r ,Fri. _:. .::::.- ::_ �+E.� 0 { iP X41": Frr lAB^. .- dm.— *•3El,+4,a+Iwp.d9Nq+Y TTsmmtfa �..- ~ 11+1 �, p '.. .-. 1 _ +T °_'COY' - -t V. rtu r:�,pga #ti'N: NNr ®: PFaw:Ytidi,: �: YY a!ma;. :I ... -.. • , ... : I '.,, I __. �._ .:.Il _...__- .. f. D4iiN•1('Nlw*i m.w,Y:1t,mtN�Ni4$ +'34tf3FH u� tY p,N P4s►a:NF as wq r a ::: -, •, m- P_'6 jxa d, _fir?„_ C04VIR C - �: a'#,1 4 ;f l"_ vvv vvv T.. 8a4+;#dN i!�,` ,wM�1.P:,i r';aiF 4tl:kx slop* ",_`,i., =� +:.J !.?srs: :5 6fi4K+:. -I&:i Fir. 9,F!iiki5t;•YFarirsm" 1. I -: F*+E1�Mif'. __ ''y .._ ....1.. J �1 ;, Abip►#."N: -?> r+:0.4 Wi, +. ii!iN LUR.M'eFe!i IMI! BNY:'NiF a,1 tIEt1:!!?,W11C skid Hf g.t W ,NN.m€ i1F &rWind YW i �' ax.F aS�'., k: j i°'i:' .:::,..,.. �J _. _ - ... is ?,_ a N sv w:: Lfi A M'. G 17 1.N 7 ;T€4�#t Ns. Pam ! 54.. 1 f +l taste 4 7Y4R R t _........ . - -� 4 A[E id g1 #ASR_% s• a r#+t dmla #n 4a euah+A!. ? ?kdF. N N.G•YYfl9 is t iN ,C' , t, -.! t * =Ct 8:. 4ii W t ^° rp �4, MN& #*J • -Jt* d u b MTV * 4 -d i # __...... T AACh* ':: a +ri o WU E 1W9 q �y } 1.1:F: 1 i :..: W:. iF, -,:rW: ' i:: 6 t"V:AAA_, 8.PI.'.t s:.,W 1 '�'' :� +'N i'i�i . N;„ v "rk] {} I,.:43:b''T1 "- Tn a F1a4..,i _la g,�:'' �k+ r',W.s.�.+::,r.. L t t a crC...3! O F T"R'�''t,Ji# -T,- " AA T 8NAT� w(�V'F EI CO�+t 1rF tl TliDhi _.. ' m''..r. ' _.. rcv �,,,^1 �� ,�. ,;y 4S Y.1:iiF!,':Id,i,.T ( ..�,12Al,.i..(L,. " ti : Z t.4 ,:T V,,r 5 - i, kr:r'ti'-9 C i,-m4 i1'��'_1_i !A,1 ff ) 24" MIN. 24" MIN. d 'd ° - d d 4 d _ A,. d. z 4 Z . . .0 d d . E N d d_ d' n N .0 ° d .4 d Id ° d d 4 . d 4 d d ° 4 . .d . �, d °d d d d. °. - Z .. Z_ ° ° ° > - .- . d ° d , a N °. . 4 d ° d N 4d .. d NOTE: CONCRETE SADDLE IS d TO BE USED WHENEVER A I 24" MIN. 24" MIN. STORM AND SANITARY SEWER LINE INTERSECTION HAS LESS THAN 18 INCHES OF SEPARATION CONCRETE SADDLE BETWEEN STORM AND SEWER PIPES SAW CUT tEFER TO DRAWINGS FOR 'AVEMENT TYPE. :XISTING EDDING SECTION S, THIS SHEET �I I -_ I I' REPAIR OF CUTS FOR UTILITY INSTALLATION (NO SCALE) i = li I PIPE SIZE 8 " -15 18 " &OVE I�::�: - I— il BEDDING BELOW O.D. /4 O.D. /4 " III- -Ili PIPE BARREL MIN.' MAX. -8 1 I- _ 1- 11 ;I MIN WIDTH= O.D. +12" 1 25( ) \ � I I I I I SEE CITY OF CARMEL _1 III Ili_ STANDARD BACKFILL NOTES =1 I I�I I O.D. III- -11I I #12 TRACER WIRE v v vvv - v I I I: REQUIRED OVER ALL 1 II V a v v v_ SANITARY MAINS AND =1 I ° vvvvvv I_I SERVICE CONNECTIONS - -I 11 v vv vv v III: SEE CiTY OF CARMEL -1 0 ° v v I- STANDARD BACK FILL NOTES V v v I v v V ° 90, v 1/2 O.D. 6 "MIN vvv vvv BELOW BARREL ( ) v v v v v v v v v v v 6 "MIN vvvvvvvvvvvv V vI v vl vi v vl v vl (BELOW BELL) it _III �8 CRUSHED STONE BELL HOLE EXCAVATED BEDDING SECTION DETAIL PVC & HDPE PIPE (NO SCALE) 3 (NO SCALE) 1" -HMA #11 SURFACE 2" -HMA #8 BINDER 5 " - #53 STONE BASE �.vlvlrnt.iw v,v�:.vv-,:: SUBGRADE ASPHALT PATH PAVEMENT SECTION ( NO SCALE) SURFACE " 1.5 HMA 1 1 # 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE SUBGRADE 4.vlv!rn�,1�u v1 (UNDISTURBED SUBGRADE OVER PIPELINES) LOCAL S TREET PAVEMENT SECTION (NO SCALE) NOTE: A MINIMUM OF 36 INCHES OF UNDISTURBED COVER TO BE MAINTAINED ABOVE PIPELINES AT ALL TIMES *ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON 2 1 1 • .--1 No 00 t/1 7-( 'R:r O [-a 14 O \0 U W 11 IT " � 00 00 d' t_4 x �o U M M 00 �'°� X W -< UW � W w a Vr� V) 0 I- ^ A z i� 04 r/� • W iA g O WW a> V (I '�'^ Vl ,_ A V >� Z� �< W W Z I 2 U) � W O ^ Ua �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi � 2 r0 V W 0� W Z 2 . Z ,� kn O ~ " H o U 1 V-4 2 FT 0 0 :o A M = r` z to Gj F. >. � o E- (.0 O Q Q Q A I� LJ U Z I z z x ti O "o - � U W N a. fra o Q C-1 U Ca iM" W W d : I Q w U) M Ca Z Y) w X � � � � � � ' fill///// , ,, \ \ � \ \ E / \S J� ////, \\ N 0•G . %OS / / �'\STER \ : �.- �� : , No. Q *�EI0 . *= % • _ Z • r[�7j1. / / /l L #1i1I I, ICI I, \\\\ \\\\\\\\ Q) JAMES E. SHMDS, JR. P.E. 10201333 J _rim a a I 9 U 1 w OM 5 F I,.� t-- -0 !� i, D O _��_ T v W w � ^ 9 �-� L (Zo � z O 9 - �� W W O [—+ -+.Z Q0 U z / ) 4.� ` � .,', o I O �� Z, � Cn Cv Q w -' Z a' O o O-N� a Q, ti W l R Q4 U a, a 5 SHEET NO. C603 PROJECT NO. -0569 W06 r r-r r-- Tl :P t r 7 i 1 _.r _7 J E e C 1 i I. a� M U 3 w 0 I 0) to LO 0 0 I 0 U 0 E U a 0) N C: CV U N d- / aT I !D L 0 0 0 o In N 0 �, o 00 To (V /0�.. _0 r Z U M O � 1-- w0 U o o g __j I 4 J r '.-1 3 wF F h.J N 0 r 10 9 I 8 I 7 6 5 4 3 2 1 1 p : { .;' F-11.- _ N4 is may, to I' 4 1 ,f C i i ,p • ai a Jk 1' WP rt? J t T r. I f 3/4 ; rA 4 '� J' I N4 F. l f Y f � . a• Y • • _ . ar zik, 4. d ! S i a h 4 1r x" r 3 t I- f L 4_r A r } #r F a { s S r r Y a n i T s d :II v 'y� r i.n $Ri f F ! Y I' f 3 1 >f 41It J f` C� nt Tc: . # w r # '4 4 • f r� i � y :s, (� � i• sa I f # 3 r��luh P1 L+IT 1 ( r Y, r N." i►' M d IL ►4 h'F'I u ►: Nt• # M k X Yk.. 41 R ht I 1 I J Y -•W #-iI 't M r# iLl'. 'N"IF`IF yF'i' '► IF -if-'!-'I• i k- M tit -!! s -#'+. '+i- •M # r-1Y' '� •ww•+'•#'- N -,-e -k # it � Y �i - +-� N Sh�F'# ll-# r-►# 1y ,� �. '�I'- rF•dF•I*' I •ny, � , AX •. •. :.: • , r, li:. I•I. J� p: u t y.�.a# -. f •w1 ..•r. MrL:, �, ... e.•.... ;. r4. :. F 4.... ,.,`, ,: :�I .. •,el l':..: .I .r-., ....J': F �• ,.r4: -,:I.4 1 +1",'� "i+lt ,alt r , r.. t.. l: ce U7_1 =L r a t: ' i" a r - L�T C1�I;ta,�14,r'aY'k ECF LC+a?:L ±al�krlL7,A Lt�t,9 ti � C�a�Epii t�:� fi "#c I�l.l_ h'ta'lI.I E�,l`.# #•T Lta:.r,>. ;~ar,wl: I, J,f Yf' r" w sr T -r rrYlF fiL r�lt'ii ?alilV a �,fk } N 4} �+C `emu..'. lii_ 7 5 Ira + F I� T ARB WITH r..i:INU IETE i'Ak�ft WEN E ANDlr t^:' 5i�4 W11ij_I§ . X41 ErL SWIINR d' Hid ai�Itiw; Ar.lY.01AE -) Y61TH HE NSTI� lA'IGNI OF THIrr a �l�:Nw WU SAALL Ct.> rTV Taj' THE Lr4:ST -" �T a 41�IC,ta CF THE VTY rF C'AENE! ! i:;1.l3ri.d-�fTk. �.�.f+Ei F'l;� I.C"F?� 10 I I. * Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orientation. Pipe coupling A by Contractor. 12" long Stub -out by Manufacturer. 10 3/4" OD (Shown) 12 3/4" OD 3" TYR T 10" r Lifting Eye o 54" Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. A 8t 10 3J4" OD (Shown) 12 3/4" OD II Vent Arched Baffle Octagonal Base Plate Plan View rrt7 1 r a ^W i.� T" l i� t al i i I r 7 r 1 {t J' it ,W i 4 r F 1 4 r, �;t� B , {..gar rr i t t- r L d N : 3r' k f- -: y :: ! as u:--v i . 1a , l H _ ..�+ . a:..RB M X .. « s Y -. _ r I 1 a I a r r A'- X _ r 1 I a _ 3 ,+ i ff4 ❑❑�r•••W� .. S ac #!L 1 .•1 '41 I ,a + • i d.. a a r4 r I'� •r 4 r r # 4_ f I- 'k p t a rL I I 'rl "'fit ,r 4 sr k �Ir 1 LIF I ►r s F P - x M a< Iy s . rt 4 r• { ,r Yrd ._1' -. rrY:.wr" d "a F r_ . } . I ".- :� i i. +-.:y' 1 - r _'!1 ', t', i i fir,- •,,�'r.`�? 1i III pp' 'Tar' k:_„' Lr'1� x "Itr..".I:It/:,f� r A�-"j �*....W' {.J'r I:r; �..r� 1 1r1:...' .1"'1.1! L,r' 6:.': 1T. Ij s::::1' w - I � to _a 1e . 4 A,. L_ r ) I •Iii -'L .; ai4 YI A a:'< T:-D IrAl7r4 r E: 1STAILANT04 OF ?t• �j I:S1 _lN N LL cr�a' 'a:r�l rig ' 1ta L��1rw1 ►yr; , a rf rH c�( TLPr CAPk11 L x'TT, ETE 0,1 4, Fi]Xf, { .F If � W L kJ i { Jn L , < EE E 1 i n Y 1 f 4 r nJ , ; N.,_, ... W�r. ' iL1� ,,lr,L .:s �' h�:r •a G � � 't, v I�:. � � P.r J C r w T 9 PF , 1T 3' ,Lt L D .r1 Manhole Frame and Rim elevations to match finished Cover by'Manufacturer. grade. HDPE risers can be field (See Details) 28 "---={ cut by Contractor. Grade (Rim) Lifting Eye varies (Rotated for Clarity) iser Vent FP 1 104" Swirl Inlet Arched - I Baffle A_ quaff% Phone (888) 344 -9044 www.aquashieldincrcom Manhole IF & Cover Detail For H -20 Traffic Loading Areas Section A -A NTS Document: AS-4 STD Drawn By: LZ1 Scale: 1:20 Date: 060602 Aqua-Swirl Concentrator Model AS -4 Off -Line Standard Detail Patent Pendina 0 Swirl Outlet LAMY Wf - '• X50 Mill ti ` tr-4 IPm, tf TW H i )' MAX .. r rr q:4 ParT.!!t+ w .t N_ +tlL_ � fh !p ON a � - r c f s�x- 4L JF f Ma 1: �4 r .J .r er a' er a+• t >J k y�, t F r9 I t V t %a r' L / 1 f J r: r' c r' r i J t 1 Lf1. ry� f' f 'V# e' • ; 'ti • F' E - Ar eF �.. . _ . 4. B E I MANHOLE CASTING SCHEDULE N , r �I 4�t{�kbTRl t'6aCh 8P �"1 I C,W afid]� • r��$ -� 5 €+ "r O'k'I�Tdlf"1� I ill aI fir, I % 5. 11, a Vandatd a a,E90 Vr-113 412 fOr y 1 kT . ,'. : C 4:n �p1'irfl,'j ? '+v�]'ga• I fS^9§g9r6 g d,W„ data iItt { ramp ' AwykD.Tw YJi LL H7' S:ESitftl� PL "�'1.1'CX Lt9 � Y �} y!����� jY .p,�,,�j �:1 jl,�� y�;� �q:�I ,�.y,��I a:5st !�pF1� 1l'rMl 4,f � 1IV•Y"'Jltd1`i% R a14!!'TNX "L.i r fit, erg C �i.�I1yp,�L(N�:BP9L1�y.0 � ir7 sr. 4W" _ p `, y b :: 'tttt PJslr1 aknd'Br� yy�f� r 1TC tIY16 NYr.,i 9Jk +Tfd�P #e y� w yjiyy„k d f..a,c* !r _ 6 CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R- 1642 -A I R- 1916 -F1 EAST JORDAN 1045 Z2 I 1045WT !r _ 6 CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). FINISH GRADE 7 I 6' STEEL FENCE ( "T ") POST PRECAST CONCRETE ADJUSTING RING MASTIC - r' 1 a I C DIA_ DOUBLE ROW OF KENT SEAL ° MANHOLE STEPS PER SPECS INFISHIELD "UNIBAND" CAP & TAPE BUTYL RUBBER INTERIOR JOINTS AND LIFT HOLES �iiw1 FFyyryy {, �.�,�a1a._. �A `Mir 4:ILa:XiRJI'. i' i7y7t SHALL BE SEALED WITH NON- SHRINK Corsl Nctin r>a>s' ( I' GROUT PER SPECS 7. IF EXTENSION IS NOT UTILIZED, IT IS TO SET BARREL JOINTS ON DOUBLE ROW OF KENT SEAL N EXTENSION SECURED TO STEEL POST F- MANHOLE REINF. PER ASTM SPECS c N PIPE DIA. PER PLAN & PROFILE COAT EXTERIOR BENCHWALL SHALL BE CLASS "B" CONC. W/ COAL TAR =::• E IJIJ E EPDXY ° BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. d e ° MANHOLE -TO -PIPE CONNECTION BOOTS SHALL '.' BE A -LOCK, DURA SEAL, OR APPROVED EQUAL 24 " Dio. � ►: I, =j I TILE SHALL BE DOUBLE WALL - SMOOTH FULL HEIGHT MANHOLE MIN. COMPACTED #8 STONE ' I.D. ' SANITARY MANHOLE - TYPE "A" NOT TO SCALE MIMIMUM SLOPE 0.30% E to MIMIMUM 4" SSD REDUCING REQUIRED 12 " -18" MAX. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (NO SCALE) 6 I 5 NOTES; 7 � I ow a :, i1 rr t , E �alt- � i# I. I !4Yr xiX r� � Iw ►rre•Xa_ It t' ,n i. i. 1- I: t t,, "+�y t. I 1. 1: 1'.r ' i 4 ,I . zr . �} Y 9I I: i .. i. I, li 7 H4M awe•. „:tr: F �r 1 t (' �W'aXNre �f I !'W'7 1 .::.., Tart i 4 7"C`Ii.77 .. "�� tF I: 1 l - r r _ .. ..... -.. � : ...,... �. �...wra::- a+:..: .. . ;:; 1 til!" ai.Y®lW1iY :: '. k --t. _y. ffi4 a"►Xtl1: i 10 V4 #4. wer 4 t :,:. ....... _ .... ._ I _ - r r Mfet .l lah.r a b „ - w:tltna GL1 akl:�t !g? et 1cTY1.' a1ATr#1 i I'. 4YNL:rE4'K:^I4.i1 2:r5PI50 i"1.N'llri9' �It+ I ! d i N N r #tl�YY#1!t 4 I tl r r+ rNN r . 4'4 u�# a*Itt x x L IW�f IR p : Y i anti- 4 t 1 � �,yrr,7 L►ro p � F 1,1 4µ•a Xn� ► -'!J:• :. Ir•14a1:"• t Y Nr- Ar h ro. k �: N YYXI+lJY'we+rrPl l(YIYYYYIL YMr!:.. ;SECMNA -w4 !N'W � +.ah, �4r4i4tlh p!aldVM #N 9:. SECTION NOTE: 'k ,,a w . 4a L�l u'�•. C q/ Ivl+t. EXTENSION TO BE SECURED TO STEEL i _ ��Y. 'may:: CR1:9 1; 1. I: 1 POST IN TWO LOCATIONS 7 I 6' STEEL FENCE ( "T ") POST TEMPORARY EXTENSION ABOVE GROUND MASTIC - r' 1 a I TO BE REMOVEDUPON CONNECTION TO NON- ASPHALTIC 11'_ �kw' a r � p °+Ire. HOUSE OR BUTYL RUBBER CAP & TAPE ALL MEASUREMENTS TO BE MEASURED SEAL BETWEEN JOINTS �iiw1 FFyyryy {, �.�,�a1a._. �A `Mir 4:ILa:XiRJI'. i' i7y7t FROM BACK OF CURB Corsl Nctin r>a>s' ( I' : - y _ : j I - IF EXTENSION IS NOT UTILIZED, IT IS TO 1. .1 4It /1 ' 1Aw. L L - 1. k (_:*- A )�irtt i t 1 EXTENSION SECURED TO STEEL POST CAPPED BELOW GROUND LEVEL c BLOCK OR I...., _- . _.. �. *r F+-:rt NTa 41 LATERAL LOCATIONS SHALL BE STAMPED L j E E IJIJ E PROPOSED GRADE ON CURB (SEE CURB STAMP DETAIL) 00 T1 a 18" 24 " Dio. � ►: I, =j I TILE SHALL BE DOUBLE WALL - SMOOTH FULL HEIGHT MANHOLE ►, # r� Y n �IL 'f' "FI'rlfX Ir •'ai N4IW }qx.: N.Y"111LIticWwa tlNrNdtl.F. _. .in a; I,rr��NII ^p I��y ,/� [I M I WALL PERFORATED PLASTIC PIPE :- ,Lak ,. lNXlr •N"4•r4 X""41.X - •Y:# STEPS AS SPECIFIED ;" � •. =1 I I �•' :• I I VAR. PIPE SIZE 0 -RING GASKET ' I I 18" MAX. 8 - FIN ASPHALTIC MASTIC - , . -. . 3' SO. CONC. BASE (1) LINE 0. 116 " PIPE MESH W W. F. OR RUBBER BUTYL III p .: : • .. . a 0 o o� , SEAL AT JOINTS (TYP. ) III C.) ' III II o Do 8 WASHED GRAVEL OR CLASS "A" WASHED STONE MIMIMUM SLOPE 0.30% E to MIMIMUM 4" SSD REDUCING REQUIRED 12 " -18" MAX. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (NO SCALE) 6 I 5 NOTES; 7 � I ow a :, i1 rr t , E �alt- � i# I. I !4Yr xiX r� � Iw ►rre•Xa_ It t' ,n i. i. 1- I: t t,, "+�y t. I 1. 1: 1'.r ' i 4 ,I . zr . �} Y 9I I: i .. i. I, li 7 H4M awe•. „:tr: F �r 1 t (' �W'aXNre �f I !'W'7 1 .::.., Tart i 4 7"C`Ii.77 .. "�� tF I: 1 l - r r _ .. ..... -.. � : ...,... �. �...wra::- a+:..: .. . ;:; 1 til!" ai.Y®lW1iY :: '. k --t. _y. ffi4 a"►Xtl1: i 10 V4 #4. wer 4 t :,:. ....... _ .... ._ I _ - r r Mfet .l lah.r a b „ - w:tltna GL1 akl:�t !g? et 1cTY1.' a1ATr#1 i I'. 4YNL:rE4'K:^I4.i1 2:r5PI50 i"1.N'llri9' �It+ I ! d i N N r #tl�YY#1!t 4 I tl r r+ rNN r . 4'4 u�# a*Itt x x L IW�f IR p : Y i anti- 4 t 1 � �,yrr,7 L►ro p � F 1,1 4µ•a Xn� ► -'!J:• :. Ir•14a1:"• t Y Nr- Ar h ro. k �: N YYXI+lJY'we+rrPl l(YIYYYYIL YMr!:.. ;SECMNA -w4 !N'W � +.ah, �4r4i4tlh p!aldVM #N 9:. SECTION d�.tlr A,4 'k ,,a w . 4a L�l u'�•. C q/ Ivl+t. .:ant .i' i _ ��Y. 'may:: CR1:9 1; 1. I: 1 T� E �'" 'C -a'12. 7 I J ' ,1 i I I y a -f_ a Bret ray r' 1 a I k*r att�*r�t� Crt'itRli�t�¢1. t•tt�..':.. .a IB ytlryy ; °4. �+ - 4t?th r'I• �! r aY I I - I 11'_ �kw' a r � p °+Ire. e i t ;..1 i �yQ FJ Oct rl� �F Fa _ 3 I 1 1' � 1 - D ! � -ehlr Y X�t� "jr-55 ''•� .... i i �' t' I n ::� • 4 4. �iiw1 FFyyryy {, �.�,�a1a._. �A `Mir 4:ILa:XiRJI'. i' i7y7t �I .r iVS: i .1 N e • � � G 1 h4r. Corsl Nctin r>a>s' ( I' : - y _ : j I - PRECAST CONCRETE 1. .1 4It /1 ' 1Aw. L L - 1. k (_:*- A )�irtt i t 1 CONSTRUCTION a BLOCK OR I...., _- . _.. �. *r F+-:rt NTa 41 L j CONC. WALLS E IJIJ E ai' •'a.� SX* 12" A .: ti 'I:nf4},_JN T1 a 1i.t 3 yiF'A�j: I } 24 " Dio. � ►: I, =j I 4 ,7iI�IR+� ►, # r� Y n �IL 'f' "FI'rlfX Ir •'ai N4IW }qx.: N.Y"111LIticWwa tlNrNdtl.F. _. .in a; I,rr��NII ^p I��y ,/� [I M I ... .. :- ,Lak ,. lNXlr •N"4•r4 X""41.X - •Y:# d�.tlr A,4 8" 21" OR LESS 12" 24" TO 36" CLASS "B" PVC OR CONCRETE CONCRETE 4 ®16" DAM 1/2" EXPANSION BOLT 12" `B "/4 12' MANHOLE 12" NM' SEE SMITAR( MANHOLE DUAL ON - M 18" THIS SFEFT FOR PFDODM OF MINIMUM MN+I0LE O3NSRJG" NOT ADDREM IN THIS DETAIL SECTION PLAN VARIES PVC OR REINFORCED - 1-1Tl Z-%T% TlTT17T T%TT A TT C1 CONCRETE PIPE *CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS. CASTING FRAME AND COVER AS SPECIFIED ON STORM PLAN & PROFILES / PRECAST CONCRETE ADJUSTER \ RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM) 24" DIA. ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING 16" TYP. RING PROFILE. 4' _ 5" MIN. PRECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W /NON- SHRINK CEMENT GROUT PRECAST BASE 6" OR 8" KA PER SECTION 3" MIN. #4 RE -BARS 12" O.C. MANHOLE BASE SET EACH WAY (STEEL MESH AREA = ON 6" OF #2 STONE 0.12 SQ.IN. /SQ.FT. OR APPROVED EQUAL) NOTES: 1. MANHOLE TO CONFORM ASTM C -478. 2. STUCTURES TO BE GROUTED FULLY, TROWELED SMOOTH AND BRUSH FINISHED. STANDARD STORM MANHOLE 4 (NO SCALE) 3 (NOT TO SCALE) 0 0 �NEENAH R -4342 OR EQUAL O :III =1 I I =1 TC. ELEV. Al- , I I =111 =11 l y CONC. WALLS-". ► 24" Dio. I I M I I• II11�� I, IT1 =jI _ =1 �-11i1l l 1= -III ' V. :1111111.: .� • I I I VAR. PIPE SIZE I I 18" MAX. 4' -0" SO. CONC. BASE (1) LINE 0.116" PIPE MESH W.W.F. DITCH GRATE INLET _ CLASS "A" BEDDING SHALL BE PLACED UNDER ALL PIPE WHERE EXCAVATION FOR MANHOLE EXTENDS UNDER INFLUENT SEWER COMPACTED GRANULAR y� BACKFILL CLASS "B" CONCRETE MANHOLE BASE (NO SCALE) CURB INLET (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4' WILL BE ACCESSABLE WITH STEPS 2 • ��0 H V �M • iTl V 11ii 00 00 IT NI x O .� 1 Mo V M M 00 x w w a V rr^� VJ 0 W r ^. A L A 1--� zJ: 1 r^• v` Vi j� o r� w .w ay oM C%1 00 wijrl�•j; z rf W o _ w V� o 0� o z � w z Il-4 o > o V �o 0 3 o (D is M Ln U O Q A I Z w f� w Q w o ti O O E_ Q4 W 04 x d as Q o Q Q U Q F Q w vl CIO Q z z O w a ��11 \11111111►I11 /��� t �� i - : • *X'E10 • *- .0.. NAL /// / /IIIIIIIl111111 JAMES E. SHIELDS, JR. P.E. 10201333 a� U U w O M N l � Z! Lei Q O � H U z W O O w 0 U R a � ° SHEET NO. PROJECT NO. W06 -0569 *CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF CARMEL STANDARDS. SLOPE 1/4 " /1F-r T.C. ELEVAT70N NEENAH R- 3501 -L2 MONOLITHIC OR PRECAST CONCRETE :.:• CONSTRUCTION '► BLOCK OR •'" CONC. WALLS x -I '► 24 " Dio. � ►: I, =j I 11 ►, :III :.. 3/4.A (tYP•) _4 _ :III -I ;" � •. =1 I I �•' :• I I VAR. PIPE SIZE ' I I 18" MAX. 8 - FIN - - , . -. . 3' SO. CONC. BASE (1) LINE 0. 116 " PIPE MESH W W. F. (NO SCALE) CURB INLET (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4' WILL BE ACCESSABLE WITH STEPS 2 • ��0 H V �M • iTl V 11ii 00 00 IT NI x O .� 1 Mo V M M 00 x w w a V rr^� VJ 0 W r ^. A L A 1--� zJ: 1 r^• v` Vi j� o r� w .w ay oM C%1 00 wijrl�•j; z rf W o _ w V� o 0� o z � w z Il-4 o > o V �o 0 3 o (D is M Ln U O Q A I Z w f� w Q w o ti O O E_ Q4 W 04 x d as Q o Q Q U Q F Q w vl CIO Q z z O w a ��11 \11111111►I11 /��� t �� i - : • *X'E10 • *- .0.. NAL /// / /IIIIIIIl111111 JAMES E. SHIELDS, JR. P.E. 10201333 a� U U w O M N l � Z! Lei Q O � H U z W O O w 0 U R a � ° SHEET NO. PROJECT NO. W06 -0569 10 9 8 7 6 5 4 3 1 2 1 • .--4 %0 00 H ,-(,T O U N6 Cfi C4 No 0 V w IT It 111n 00 00 IT x - City f Carmel Right-of-Way Paving Policy City of Carmel Right-of-Way Paving Policy City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy - tY 9 Y 9 Y Y 9 Y 9 Y Y Y ��O V November 2, 2005 November 2, 2005 January 13, 2006 January 13, 2006 M M 00 X44, _r_ 1) General 4) Asphalt Pavement 1) General 4) Concrete Curb � w -r- A) The work subject to the requirements of this policy shall include the production, A) General A) The work subject to the requirements of this policy shall include the production, A) General � a hauling /delivery, spreading, finishing, compaction and other work necessary to prepare a) This work shall consist of placing one or more courses of base, intermediate, or surface hauling /delivery, excavation for, placing, installation, jointing, curing, finishing, and other a) This work shall consist of placing concrete curbing on prepared soil subgrades or .44 foundations, install aggregate bases and install one or more courses of base, intermediate, hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section work necessary to prepare foundations and soil subgrades, install aggregate bases and Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. � � V or surface hot mix asphalt mixtures within existing or proposed right -of -way for roadways, 105.03 of the Standard Specifications. install concrete curbing within property within the corporate limits of the City of Carmel and b) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the O W A auxiliary lanes and asphalt multi -use paths. b) HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations existing or proposed right -of -way. dimensional standards of the applicable City of Carmel Standard Details or in accordance H F Z B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to and to thicknesses equal or greater than those indicated on the approved construction B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to with the curbing details of the approved construction documents. .114 the requirements of this policy may result in non - acceptance of the work or other documents. the requirements of this policy may result in non - acceptance of the work or other c) Materials used in the production of the concrete for the curbing shall be in accordance �-4 remedies outlined in this policy. c) Materials used in the production of the HMA mixtures shall be in accordance with Section remedies outlined in this policy. with Section 605.02 of the Standard Specifications. High early strength admixtures may a C) Workmanship, materials and quality of the work completed shall conform to the 2006 401.03 of the Standard Specifications. C) Workmanship, materials and quality of the work completed shall conform to the 2006 be utilized but shall not be considered in waiving any requirements of this policy. 1 14 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to d) Equipment for HMA operations, including but not limited to production, Standard Specifications of the Indiana Department of Transportation (hereinafter referred to d) Equipment utilized for concrete curbing installation work, including but not limited to • 9 la down, compaction and miscellaneous /ancillary activity shall be in as Standard Specifications), exce t where deviations are allowed or specified herein, or production, hauling/delivery, delive placing, installation, jointing, curing, finishing and » as Standard Specifications), except where deviations are allowed herein, or variances are hauling /transportation, y p / y y p p P 9/ ry P g J 9 9 9 a 0 granted. accordance with Section 409 of the Standard Specifications. variances are granted. miscellaneous /ancillary activity shall be in accordance with Section 508 of the Standard �� >4 D) Where the minimum standards of any other governmental agency having concurrent e) Installation of the full pavement section indicated on the approved construction documents D) Where the minimum standards of any other governmental agency having concurrent Specifications. W jurisdiction exceed these standards, the higher standards shall apply. for the entire area to be paved must be completed in the same paving season. jurisdiction exceed these standards, the higher standards shall apply. e) Concrete production, mixing and hauling /delivery shall be in accordance with Section Qi E) If any plan or other note or specification on the approved construction documents exceeds f) Widening operations shall comply with the following: E) If any plan or other note or specification on the approved construction documents exceeds 502.10 of the Standard Specifications. �114 the minimum standards of this policy, the higher standards shall apply. (1) The outside face of the excavated area shall be left as nearly vertical as the nature the. minimum standards of this policy, the higher standards shall apply. f) Installation of the concrete curbing indicated on the approved construction documents 0 CA F) Nothing contained herein shall be construed as prohibiting the design and construction of of the material will permit and not wider than the outside limits of the widening F) Nothing contained herein shall be construed as prohibiting the design and construction of shall be completed in the some paving season. 00 improvements meeting higher standards, nor as discouraging petitions to appropriate section. improvements meeting higher standards, nor as discouraging petitions to appropriate B) Preparation C1 A 0 governing bodies for variances for alternatives which can be supported by advances in (2) The existing pavement adjacent to the widening area shall be sowcut to a clean governing bodies for variances for alternatives which can be supported by advances in a) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in W IT • Z technology and are approved by other agencies with concurrent jurisdiction. edge. technology and are approved by other agencies with concurrent jurisdiction. accordance with Section 203.26 of the Standard Specifications just prior to placing the � ­14 x � G) All work shall comply with the requirements of Section 105.03 of the Standard (3) The subgrade in the widened area shall be compacted in accordance with this policy. G) All work shall comply with the requirements of Section 105.03 of the Standard HMA courses in accordance with Section 2C(v) and 3D(111) of this policy. Unacceptable W W 11.4 4 Widening mixtures shall comply with the pavement section indicated on the approved Specifications. areas shall be corrected to the satisfaction of the Engineer before placement of an Specifications. () 9 P Y P PP P 9 P Y 2 � H) For the purposes of this policy, where the term Engineer is used in this policy and the construction documents. H) For the purposes of this policy, where the term Engineer is used in this policy and the concrete curbing. &O Standard Specifications, it shall mean: (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications, it shall mean: b) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior E-+ Ix d) The CarmeJ City Engineer, staff of the Department of Engineering, other personnel Standard Specifications. a) The Carmel City Engineer, staff of the Department of Engineering, other personnel to placing concrete curbing. O ^ W employed by the City of Carmel, or authorized agent(s) that may be retained to B) Preparation employed by the City of Carmel, or authorized agent(s) that may be retained to C) Weather and Seasonal Limitations U H 11=4 w represent the City of Carmel. a) The Aggregate Base shall be subject to additional proof rolls in accordance with Section represent the City of Carmel. a) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard z H e) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, 203.26 of the Standard Specifications just prior to placing the HMA courses in b) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, Specifications. There shall be no provision for installation below the temperatures 0 other personnel employed by Hamilton County, or authorized agent(s) that may be accordance with Section 3D(11i) of this policy. Unacceptable areas shall be corrected to other personnel employed by Hamilton County, or authorized agent(s) that may be specified. p� 4 Z retained to represent Hamilton Count Highway, depending on the location of the work. the satisfaction of the Engineer before any paving operations commence. retained to represent Hamilton County Highway, depending on the location of the work. b) No mixture shall be placed on a frozen subgrade or Aggregate Base. w P Y 9 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard b) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA 1) Authority of the Engineer over the work shall be per Section 105.01 of the Standard c) Under no circumstances shall concrete curb be placed between December 15 and March Z Specifications. mixtures. Specifications. 30. C � J) Prior to commencing the work, the Contractor performing the work shall contact the c) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard J) Prior to commencing the work, the Contractor performing the work shall contact the d) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed >. Engineer to schedule a pre- construction meeting to review the Engineers construction Specifications. Engineer to schedule apre- construction meeting to review the Engineers construction and approved by the City prior to November 30, placement of the concrete curb will be O V requirements, staff notification requirements, required inspections for certain stages of the d) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the requirements, staff notification requirements, required inspections for certain stages of the allowed up to December 15, provided that the ambient and soil subgrade or Aggregate work and to review the authority of the Engineer as it relates to the work. Standard Specifications. work and to review the authority of the Engineer as it relates to the work. Base surface temperature complies with the requirements of Section 4C(i) of this policy ®0 K) Under no circumstances shall work subject to the standards established by this policy e) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in K) Under no circumstances shall work subject to the standards established by this policy and the paving contractor pay for the services of a full time construction inspector and commence without obtaining approved construction drawings by the City of Carmel accordance with Section 406 of the Standard Specifications. commence without obtaining approved construction drawings by the City of Carmel who shall act as an authorized agent of the Engineer. The Engineer shall select the Department of Engineering. f) Surfaces on which a mixture is placed shall be free from objectionable or foreign Department of Engineering. construction inspector. 2) Foundation materials at the time of placement. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and e) If the ambient and soil subgrade or Aggregate Base surface temperature complies with 0 A) General g) Tack Coat material shall be distributed with equipment meeting the requirements of testing of work subject to the requirements of this policy outside of the right -of -way shall the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete o o A M >_ o a) This work shall consist of the construction /preparation of the foundation in accordance Section 409.03(a) of the Standard Specifications. be determined at the pre- construction meeting. curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base ° � � Q w w Q w with Section 105.03 of the Standard Specifications. C) Weather and Seasonal Limitations M) Dimensional and other standards for concrete curb shall be in accordance with the City of provided that the paving contractor pay for the services of a full time construction w 1 z �' z z x i' B) Excavation and Embankment a) HMA courses shall be placed when the ambient temperature and the temperature of the Carmel Standard Details. inspector and who shall act as an authorized agent of the Engineer. The Engineer shall 0 � 0 w a 41 d '� a) Prior to beginning excavation and embankment operations, all necessary clearing, surface on which it is to be placed is 45.17 (7•C) or above. The Engineer shall determine N) Under no circumstances shall material other than Portland Cement Concrete meeting the select the construction inspector. a Q o Q Q lu I Q grubbing, scalping and topsoil stripping and subsequent backfilling for removed items the ambient temperature. There shall be no provision for low temperature compaction standards established by this policy be utilized to construct concrete curbs within the f) The Engineer reserves the right to suspend all concrete curb placement operations if, in within the slope stake limits shall be performed in accordance with Section 201.03 and allowed by Section 402.16 of the Standard Specifications. corporate limits of the City of Carmel. the opinion of the Engineer, that prevailing weather conditions and /or the condition of 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and b) No mixture shall be placed on a frozen subgrade. 0) Under no circumstances shall extruded type curb be installed within the corporate limits of the Subgrade and /or the Aggregate Base may result in substandard concrete curb M deleterious material shall be completely removed within the limits of the slope stakes. c) Under no circumstances shall HMA mixtures be placed between December 15 and March the City of Carmel. placement, curing and finishing. b) Excavations 30. 2) Foundation D) Placement (1) After excavation operations, all spongy and yielding material that does not readily d) If a foundation that is to receive one or more courses of base, intermediate, or surface A) General a) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) E_ compact shall be removed from within the slope stake limits and the resulting void HMA mixtures is placed and determined to be on approved foundation by the City prior a) This work shall consist of the construction /preparation of the foundation in accordance and 605.04(d) of the Standard Specifications. Q shall be refilled with suitable material and compacted in accordance with Section 203 to November 30, placement of HMA courses will be allowed up to December 15, provided with Section 105.03 of the Standard Specifications. b) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard of the Standard Specifications. that the ambient and foundation surface temperature complies with the requirements of b) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 (2) Any pronounced depressions within the slope stake limits resulting after excavation Section 4C(i) of this policy and the paving contractor pay for the services of a full time Specifications and the requirements of this policy. of the Standard Specifications. operations shall be refilled with suitable material and compacted in accordance with construction inspector and who shall act as an authorized agent of the Engineer. The B) Excavation and Embankment c) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Section 203 of the Standard Specifications. Engineer shall select the construction inspector. a) Prior to beginning excavation and embankment operations, all necessary clearing, Specifications. °' c) Embankments e) If the ambient and foundation surface temperature complies with the requirements of grubbing, scalping and topsoil stripping and subsequent backfilling for removed items d) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the (1) Embankments shall be constructed in accordance with Section 203 of the Standard Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to within the slope stake limits shall be performed in accordance with Section 201.03 and Standard Specifications. Specifications. be placed on an approved foundation provided that the paving contractor pay for the 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and E) Joints (2) All spongy and yielding material that does not readily compact shall be removed services of a full time construction inspector and who shall act as on authorized agent deleterious material shall be completely removed within the limits of the slope stakes. a) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard from within the slope stake limits prior to embankment operations. of the Engineer. The Engineer shall select the construction inspector. b) Excavations Specifications. (3) Any pronounced depressions within the slope stake limits resulting after clearing, f) The Engineer reserves the right to suspend all paving operations if, in the opinion of the (1) After excavation operations, all spongy and yielding material that does not readily b) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along radii. Joints w grubbing, scalping and topsoil removal shall be refilled with suitable material and Engineer, that prevailing weather conditions and /or the condition of the Subgrade and /or compact shall be removed from within the slope stake limits and the resulting void in integral curb and sidewalks shall be located at the same location as the joints in the � compacted in accordance with Section 203 of the Standard Specifications prior to the Aggregate Base may result in substandard HMA placement, spreading and finishing. shall be refilled with suitable material and compacted in accordance with Section 203 adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of I/ -inch. embankment operations. D) Spreading and Finishing of the Standard Specifications. c) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all Q - (4) Prior to the construction of any embankment, the original ground surface within the a) HMA courses shall be placed upon an approved foundation or other HMA course by (2) Any pronounced depressions within the slope stake limits resulting after excavation castings, the beginning and end of all curb returns, the end of each days work and d limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted means of loydown equipment in accordance with Section 409.03(c) of the Standard operations shall be refilled with suitable material and compacted in accordance with where abutting existing construction. In addition to these requirements, expansion joints in z in accordance with Section 203 of the Standard Specifications. Specifications. Section 203 of the Standard Specifications. integral curb and sidewalks shall be located at the some location as the expansion joints o (5) Embankments shall be shaped to be well drained and shall be protected to prevent b) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective c) Embankments in the adjoining sidewalk. > W erosion. action shall be taken to prevent continuation of these conditions. Segregated or flushed (1) Embankments shall be constructed in accordance with Section 203 of the Standard F) Finishing and Curing W (6) Loose depth of each embankment lift, final compacted depth, compaction method or bleeding HMA mixtures shall be removed if directed. Specifications. a) The concrete curb shall be finished and cured in accordance with Section 502.14, a and compaction requirements shall be in accordance with Section 203 of the Standard c) All areas showing an excess or deficiency of binder shall be removed and replaced. (2) All spongy and yielding material that does not readily compact shall be removed 502.15, 504 and 605.04(f) of the Standard Specifications. \\�++ +++111II ll/ / /,/// Specifications. d) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way from within the slope stake limits prior to embankment operations. b) Curing compound shall be applied to all exposed surfaces on slip- formed concrete curb. ���``� �.$HjE� %/ i C) Soil subgrades defective shall be removed and replaced. (3) Any pronounced depressions within the slope stake limits resulting after clearing, For formed concrete curb, curing compound shall be applied to all exposed surfaces \.��� �,�?•.G\ST�.,�s ��,�. a) Subgrades shall be prepared only after the installation of all utilities and subsurface E) Joints grubbing, scalping and topsoil removal shall be refilled with suitable material and including sides after any forms are removed. ;�� RF'• drains indicated on the approved construction documents to be located under the x) Joints shall conform to the requirements of Section 401.15 of the Standard compacted in accordance with Section 203 of the Standard Specifications prior to c) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to _ >:: i�p. pavement are completed. Trench backfilling work of these installations shall be in Specifications. embankment operations. commencing backfilling operations adjacent to the concrete curbing. = � * ; '* accordance with the City of Carmel Trench Backfilling specifications. F) Compaction (4) Prior to the construction of any embankment, the original ground surface within the G) Backfilling b) The subgrade shall be shaped to the required grade and sections, free from all ruts, a) The HMA mixture shall be compacted with equipment in accordance with Section limits of the slope stakes shall be leveled and the upper 6- inches shall be compacted a) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section corrugations, or other irregularities. 409.03(d) of the Standard Specifications immediately after the mixture has been spread in accordance with Section 203 of the Standard Specifications. 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and %� ... Z tkVk..•' c) The subgrade shall be uniformly prepared, compacted and approved in accordance with and finished. (5) Embankments shall be shaped to be well drained and shall be protected to prevent accepted by the Engineer in accordance with Section 5 of this policy. '''•••••••••• Sections 207.02, 207.03 and 207.04 of the Standard Specifications. b) Rollers shall not cause undue displacement, cracking, or shoving. erosion. b) Backfilling operations shall be completed prior to opening the area to regular construction ' NAL�`_� `� d) Subgrades shall be inspected and approved by the Engineer before any aggregate base 5) Inspections (6) Loose depth of each embankment lift, final compacted depth, compaction method traffic. 1G' /'111i►11111II++ + +``��\\ or hot mix asphalt pavements are constructed. A proofroll shall be conducted in A) All materials furnished and each part or detail of the work will be subject to inspection per and compaction requirements shall be in accordance with Section 203 of the Standard 5) Inspections accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work Specifications. A) All materials furnished and each part or detail of the work will be subject to inspection per be corrected to the satisfaction of the Engineer before any aggregate base or hot mix is in substantial conformance with this policy and the approved construction documents. C) Soil Subgrades Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work JAMES E. SHIELDS, JR. P.E. 10201333 asphalt paving operations commence. B) The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing a) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) is in substantial conformance with this policy and the approved construction documents. e) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but any work subject to the standards established by this policy. and Section 2(B) of this policy and only after the installation of all utilities and B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of commencing remains uncovered for a period of 14 calendar days prior to placing stone or is subject C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in subsurface drains indicated on the approved construction documents to be located under any work subject to the standards established by this policy. to a measurable rain event prior to placing stone, shall be subject to additional proof advance of such proofrolls. I the pavement are completed. Trench backfilling work of these installations shall be in C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48 -hours in rolls prior to placement of the Aggregate Base. D) Sampling and testing of materials, equipment or construction work may be required at the accordance with the City of Carmel Trench Backfilling specifications. advance of such proofrolls. D) Existing Pavement expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining b) The subgrade shall be shaped to the required grade and sections, free from all ruts, D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any a) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, that the work is in substantial conformance with this policy and the approved construction corrugations, or other irregularities. damage, including freezing or random cracks. The inspection and all necessary repairs shall 306.05, 306.07 and 306.08 of the Standard Specifications. documents. Sampling and testing shall conform to the regluirements of the sections of the c) The subgrade shall be uniformly prepared, compacted and approved in accordance with be completed prior to backfilling operations. b) Localized weak areas of the existing pavement section uncovered during the milling Standard Specifications applicable to the portion of the work suspected to be Sections 207.02, 207.03 and 207.04 of the Standard Specifications. E) Sampling and testing of materials, equipment or construction work may be required at the process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of non - compliant or as directed by the Engineer. d) Subgrades shall be inspected and approved by the Engineer before any aggregate base expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining the Standard Specifications. E) Where the Engineer determines that is necessary to confirm compliance with standards of or concrete curbs are constructed. A proofroll shall be conducted in accordance with that the work is in substantial conformance with this policy and the approved construction c) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, quality or thickness, pavements shall be cored and tested at the expense of the Contractor. Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to documents. Sampling and testing shall conform to the requirements of the sections of the debris and dust resulting from the operation. The average thicknesses of all courses must equal or exceed the minimum prescribed by the satisfaction of the Engineer before the placement of any Aggregate Base or concrete Standard Specifications applicable to the portion of the work suspected to be d) Milled areas that remain open to traffic longer than those times stipulated in Section the approved construction documents, and no single core shall show a deficiency greater curbing. non - compliant or as directed by the Engineer. 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in than one half inch (1/2) in any course or total thickness from the pavement section e) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but F) Where the Engineer determines that is necessary to confirm compliance with standards of Section 306.05 of the Standard Specifications. The Contractor shall be responsible for indicated on the approved construction documents. remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or quality or thickness, concrete curb shall be cored and tested at the expense of the 9 payment of these liquidated damages. F) Such inspections shall not be construed to relieve the developers engineers or contractors concrete curbing or is subject to a measurable rain event prior to placing Aggregate Contractor. The average thicknesses of the curb must equal or exceed the minimum t3 3) Aggregate Bases in any way from their obligations and responsibilities under their contracts. Specifically, Base or concrete curbing, shall be subject to additional proof rolls prior to placement of prescribed by the approved construction documents. A) General inspection by the Engineer, or by retained engineers or testing agencies, shall not require the Aggregate Base or concrete curbing. G) Such inspections shall not be construed to relieve the developers' engineers or contractors U i a) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in them to assume responsibilities for the approved construction documents, for any 3) Aggregate Bases in any way from their obligations and responsibilities under their contracts. Specifically, accordance with Section 105.03 of the Standard Specifications. misinterpretation of the approved construction documents by the contractors during A) General inspection by the Engineer, or by retained engineers or testing agencies, shall not require W b) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. a) This work shall consist of placing a compacted Aggregate Base on a prepared soil them to assume responsibilities for the approved construction documents, for any co Q Specifications. G) Work identified to not meet the requirements of this policy or the approved construction subgrade in accordance with Section 105.03 of the Standard Specifications. misinterpretation of the approved construction documents by the contractors during a c) The material shall be obtained from a Certified Aggregate Producer in accordance with documents, unacceptable work, whether the result of poor workmanship, use of defective b) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard construction, or for the means and methods of construction, nor for safety on the job site. r� w Section 917 of the Standard Specifications. materials, damage through carelessness, or any other cause found to exist prior to the Specifications. H) Work identified to not meet the requirements of this policy or the approved construction V M d) The Aggregate Base material shall be handled and transported to, and on, the work site final acceptance of the work, shall be removed immediately and replaced in an acceptable c) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in documents, unacceptable work, whether the result of poor workmanship, use of defective d in a manner that minimizes segregation and moisture loss. manner at the Contractors expense. accordance with Section 917 of the Standard Specifications. materials, damage through carelessness, or any other cause found to exist prior to the C4 e) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal H) If the Contractor fails to comply forthwith with any order made under the provisions of this d) The Aggregate Base material shall be handled and transported to, and on, the work site final acceptance of the work, shall be removed immediately and replaced in an acceptable > CT or greater than those indicated on the approved construction documents. subsection, the Engineer will have authority to cause unacceptable work to be remedied or in a manner that minimizes segregation and moisture loss. manner at the Contractors expense. Q, z B) Temperature and Seasonal Limitations removed and replaced; to cause unauthorized work to be removed; and to deduct the costs e) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses 1) If the Contractor fails to comply forthwith with any order made under the provisions of this a a) The Aggregate Base shall be placed in accordance with the temperature limitations of from any monies due or to become due. equal or greater than those indicated on the approved construction documents. subsection, the Engineer will have authority to cause unacceptable work to be remedied or 0 ^ Section 301.04 of the Standard Specifications. 1) Work done contrary to instructions provided by the Engineer shall be considered B) Temperature and Seasonal Limitations removed and replaced; to cause unauthorized work to be removed; and to deduct the costs � F-� � b) Frozen material shall not be placed. unacceptable and subject to immediate removal and replacement in accordance with the a) The Aggregate Base shall be placed in accordance with the temperature limitations of from any monies due or to become due. Zi 9 c) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to instructions provided by the Engineer. Section 301.04 of the Standard Specifications. J) Work done contrary to instructions provided by the Engineer shall be considered _4 allow paving in accordance with Section 4C(iv) of this policy. 6) Acceptance b) Frozen material shall not be placed. unacceptable and subject to immediate removal and replacement in accordance with the e_ C) Preparation A) Before acceptance of any phase of construction, the Engineer shall determine if the c) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to instructions provided by the Engineer. Z 3 a) The prepared foundation shall be free from objectionable or foreign materials at the time improvements are in substantial compliance with this policy (except for any variances allow paving in accordance with Section 4C(iv) of this policy. 6) Acceptance � 0 of placement. granted) and the approved construction documents C) Preparation A) Before acceptance of the concrete curb, the Engineer shall determine if the improvements � � V) i b) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 B) The Engineer may, at his sole discretion, accept work that is not in conformance with this a) The prepared soil subgrade shall be free from objectionable or foreign materials at the are in substantial compliance with this policy (except for any variances granted) and the 9 z of the Standard Specifications just prior to placing the Aggregate Base on the subgrade policy provided that the work is bonded fora period greater than three ears. The En ineer time of lacement. a roved construction documents. _ `° P j P P 9 9 P Y P P 9 Y 9 P PP in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to shall establish the extended bonding requirement. b) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 B) The Engineer may, at his sole discretion, accept work that is not in conformance with this a 0 the satisfaction of the Engineer before any Aggregate Base is placed. of the Standard Specifications just prior to placing the Aggregate Base on the subgrade policy provided that the work is bonded for a period greater than three years. The Engineer o W o in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to shall establish the extended bonding requirement. � � � D) Spreading and in a) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard the satisfaction of the Engineer before any Aggregate Base is placed. Q � � Z 1-1 N Specifications. D) Spreading and Finishing Q O o E a) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard w �, b) The Aggregate Base shall be compacted in accordance with Section 301.06 of the �- \ ti �°' - C a Standard Specifications. Specifications. a o i c) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar b) The Aggregate Base shall be compacted in accordance with Section 301.06 of the days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar Standard Specifications. SHEET N0. o a days or experience a measurable rain event prior to the placement of subsequent paving c) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. �; courses shall be subject to inspection and acceptance by the Engineer. At the discretion Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or 0 0 0-0 of the Engineer, additional proof rolls may be required. experience a measurable rain event prior to the placement of concrete curb shall be �� 5 -0 subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, L m additional proof rolls may be required. PROJECT NO. Z g 0 of �w � 0 Wr- - ______ __ W06 -0569 - 0 __ ____________ __ �� oa- 10 1 9 1 8 1 7 6 5 4 3 2 1 rn 3 v U a_ I rn Lo LO 0 o 0 0 LO v m 0 U rn � c a> : rn `n r o E o c U r O U < O a N = O O ..0 L Z 0 H h Q Q L U >- F 0�C Elm N ME] Lei vo Ut 3 v J O 0 0 C 0 0 0- C14 ito � a O o (D N O O O 0 N � /C) .. = (00 .. 0 C) < 0 LU r _j o0 10 9 I 8 I 7 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts WM33 100S GR5 6 -SIDED LANTERN ONE 100 -WATT CLEAR E- A 5 ACS W /CLEAR PANELS AND -23.5 HIGH PRESSURE as11144.ies 9800 0.81 100 TYPE V REFRACTOR. SODIUM, VERTICAL BASE -UP POSITION. Wall Lantern for Front Porches and Garage Doors: 6 "W x 15 3/4 "H x 8 3 /4 "Ext. Cast aluminum powder coat finish Textured glass panels Uses a 100 watt medium base bulb (sold separately) Heat resistant porcelain socket Will not rust UL Listed WALL LANTERN FOR FRONT PORCHES AND GARAGE DOORS EUS STREET LIGHT EXAMPLE 0 STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Calc Zone #1 + 0.2 fc 1.5 fc 0.0 fc N/A N / A 1 NOTES 1. Luminaires mounted on T- 0" pole. 2. Readings shown are taken at grade. 8 7 - 6 I 5 I 4 I 3 I 2 Prepared by: = 20' 40 LightSOURCE 8719 Castle Park Dr Indianapolis, IN 46256 -1272 http://www.lightsourceindiana.com Ph.— Office: (317) 598 -6900, x.1110; Fx.— Office: (317) 598 -6910; 1 • 1­4%D00 NO U N6 (Yi %o o `> U W 00 00 0 0 0 0 q �� ° O U M M 00 ull� w w U O WA �z a �W 040 H wW a> a 00 C Wz W� U� o� w z 0 o U E=o z o � 0 °W E- I �0 C , cnQ Aw o C Z -7 W �] N U z z z x I ti O W 0 tx dr 7- W E- A W A z d z 0 .........•• Olt * PE10201331 STATE OF * •• \ 11111111 \ \ \��\\ JAMES E. SHIELDS, JR. P.E. 10201333 N U O U z� O M Z c co Cgz� � i5 N � U O o o a � ° SHEET NO. C607 PROJECT NO. W06 -0569 LM a� W U a 3 Q LO 0 0 0 U a� m c o U a / t0 N d ° i a (0,00 — °a N 000 O O =0 7? r Z g 0 0�f-w <OLJ r 1= og o° 0 4 3 Gas Line not Marked by Utility Company. Location Approximate G G G G \� i� — Ss `\ ��� -G G G G G J 8" Steel 10 .DI . C350 . -- -� - --- T18N -R3E w� . _ Water Maln — — North Line NE /4. of Sec. '25- � _ 11= — t — — — S 88'54'52" W 2610.73' - - = - mo e ow or t t.� Y- w —-------- - - - - -- \ Ln CD ° 4- L4_ I I 1 LLJ \ N w v II I X D / W 0 Cn w r" 2 ' , I . T II III II II II II II I III II 1 I�I II II II w � II II LLJ III II ICI 26' I. 20' A HALT II II II 1 I II ! II ES MT ! 20'A HALT t 0 II III ICI I� 6" DI 350 I I ! LLJ ! II " Service Water ain ! III ateral ! ° 10 �lll II II = II U' = I &E. & S. . &U.E w = o II STRE "C "N N ! ! II 114 II _ 15' S_D.& .E. - - - -- - - -- — — -- - - - - -- II II 8" DI C350 III I,I Water Main ! ! I. &q. I ESMT 20' HALT II III II II II III II II {I -- - - - - -- 10' D. &U.E. - - - -- -- d a FIRE HYDRANT wM N O w FIRE HYDRANT 0 7TH STREET N.W. PRIVATE (D. &U.E. & Pedestrian Esmt.) TREE PRESERVATION AREA X X X X X X 7 6' Wood Panel Privccyl Fence N w o� N M CD i 8" DI C350 � Water Main 2 i i i 3 " Service Lateral (Typ.) 1 wl :I °I (n L! ! mC/� m - N O X 5 X X X X 0.37' GAP —X 4 mil I " I i�pF I d. LnI �h/ I I I I di LL aQ I a O - a� a ". III a r� — II IIb 1 JI III III aI III I I Z I�� al ell I I I I�II�• -III fill ' <I III I I I ail . III :I III I�II�: • III I II�� L � e III II .III I� a r N III °I J a I I I III <{ ''' III II Iq la ICI I 2 I 1 WATER AND SEWER UNDER PAVEMENT. SIDEWALK. PAVED AREAS AND- WITHIN RIGHT —OF —WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Haunching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement or sidewalk or other paved areas and for all installations within City right —of —way shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate sub —base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 —feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. SCALE: 1 " = 20' 0 10 20 40 LEGEND = EXIST. FIRE HYDRANT • = EXIST. WATER METER ►� = EXIST. WATER VALVE Ilk = EXIST. YARD SPIGOT a = EXIST. MONITOR WELL ® = EXIST. GAS METER da = EXIST. GAS VALVE = EXIST. STORM INLET 0 = EXIST. ELECTRIC METER 6 = EXIST. POWER POLE 6 = EXIST. POWER POLE W /LIGHT iL = EXIST. POWER POLE W /TRANSFORMER ® = EXIST. LIGHT POLE EXIST. GUY ANCHOR ID = EXIST. TELEPHONE PEDESTAL O = EXIST. MANHOLE EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE -- - = RIGHT -OF -WAY LINE • = SWALE — — — = PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE 0 = PROPOSED MANHOLE 0 - PROPOSED FIRE HYDRANT NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT, CURBS OR WALKS. 3 I 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 IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. • .-y `kp 00 �o IT H �o3 U w 11 00 00 er x lt_� t_Z °o U M M 00 XW w w a H V rn o wA �z a �O a� F� 0000 w •z a W � W O ^ Va H O� W z k o y o V ®D 3Q z x� o o L'i ALi Li 0co z w z .� °3: � w a x d� R. C� o Ca Ca Ca i•' w A W CIO Q z CIO z 0 w a SHJf� • ve N. *0E10 : *= NAL& JAMES E. SHIELDS, JR. P.E. 10201333 U U � s L � W d n � 0 Z aC) o� � � o a ww a o ) rx v a � ° SHEET NO. PROJECT NO. W06 -0569 Q < I I I X z CD ( I 1 ! w C w C I ! s Hatch Area I I I I I �I 11LL I I I ! of C rmel I ! Dn Tr it W 99 339 I I J Im I I ! ! I I I 8" DI C35 I I I 14 l Water Main -!-- I Iw I I ! ! n I I �� 6 Iw I t 5 I° ! I 4 Service ! Lateral ! I I I I (TYP.) I I I I � I I I I Q I 00 I �L I Q I w I I ass H tch reo ! ty of ar el )non Tail R/W � ! I 3tr. 8 40862 f- ! I I I I 7 ! I ! IV) I I ! ! In I 10' B.S.L. 1 TREE PRESERVATION AREA D / W 0 Cn w r" 2 ' , I . T II III II II II II II I III II 1 I�I II II II w � II II LLJ III II ICI 26' I. 20' A HALT II II II 1 I II ! II ES MT ! 20'A HALT t 0 II III ICI I� 6" DI 350 I I ! LLJ ! II " Service Water ain ! III ateral ! ° 10 �lll II II = II U' = I &E. & S. . &U.E w = o II STRE "C "N N ! ! II 114 II _ 15' S_D.& .E. - - - -- - - -- — — -- - - - - -- II II 8" DI C350 III I,I Water Main ! ! I. &q. I ESMT 20' HALT II III II II II III II II {I -- - - - - -- 10' D. &U.E. - - - -- -- d a FIRE HYDRANT wM N O w FIRE HYDRANT 0 7TH STREET N.W. PRIVATE (D. &U.E. & Pedestrian Esmt.) TREE PRESERVATION AREA X X X X X X 7 6' Wood Panel Privccyl Fence N w o� N M CD i 8" DI C350 � Water Main 2 i i i 3 " Service Lateral (Typ.) 1 wl :I °I (n L! ! mC/� m - N O X 5 X X X X 0.37' GAP —X 4 mil I " I i�pF I d. LnI �h/ I I I I di LL aQ I a O - a� a ". III a r� — II IIb 1 JI III III aI III I I Z I�� al ell I I I I�II�• -III fill ' <I III I I I ail . III :I III I�II�: • III I II�� L � e III II .III I� a r N III °I J a I I I III <{ ''' III II Iq la ICI I 2 I 1 WATER AND SEWER UNDER PAVEMENT. SIDEWALK. PAVED AREAS AND- WITHIN RIGHT —OF —WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Haunching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 —feet of pavement or sidewalk or other paved areas and for all installations within City right —of —way shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate sub —base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (all bituminous and aggregate material above the subgrade) plus 1 -0", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the top of the pipe be less than 2.5 —feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. SCALE: 1 " = 20' 0 10 20 40 LEGEND = EXIST. FIRE HYDRANT • = EXIST. WATER METER ►� = EXIST. WATER VALVE Ilk = EXIST. YARD SPIGOT a = EXIST. MONITOR WELL ® = EXIST. GAS METER da = EXIST. GAS VALVE = EXIST. STORM INLET 0 = EXIST. ELECTRIC METER 6 = EXIST. POWER POLE 6 = EXIST. POWER POLE W /LIGHT iL = EXIST. POWER POLE W /TRANSFORMER ® = EXIST. LIGHT POLE EXIST. GUY ANCHOR ID = EXIST. TELEPHONE PEDESTAL O = EXIST. MANHOLE EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE -- - = RIGHT -OF -WAY LINE • = SWALE — — — = PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE 0 = PROPOSED MANHOLE 0 - PROPOSED FIRE HYDRANT NOTE: NO VALVES WILL BE PERMITTED UNDER PAVEMENT, CURBS OR WALKS. 3 I 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 IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. • .-y `kp 00 �o IT H �o3 U w 11 00 00 er x lt_� t_Z °o U M M 00 XW w w a H V rn o wA �z a �O a� F� 0000 w •z a W � W O ^ Va H O� W z k o y o V ®D 3Q z x� o o L'i ALi Li 0co z w z .� °3: � w a x d� R. C� o Ca Ca Ca i•' w A W CIO Q z CIO z 0 w a SHJf� • ve N. *0E10 : *= NAL& JAMES E. SHIELDS, JR. P.E. 10201333 U U � s L � W d n � 0 Z aC) o� � � o a ww a o ) rx v a � ° SHEET NO. PROJECT NO. W06 -0569 3 Q I 0 0 0 I O v 0 E L N � I U) S , 0 0 00" �_ 0 ,601D DaO1D o� �o iN -5-0 =o r` } Z� �m 0 LJ UC) �O ogo� E LOA Lei U U f� SIZE „W„ "U „ ** . MA "`e +,+'�3'9 r ere»+',ri`d�d,+`'�eri`#`% #,✓f a f °A`�#J#�"�'' - � � ia'���#' � #>F,/� $i 6 2' -6” Ford C3t 2, -0" 4" 8" 29 -6„ 1�i# }k' F�.J.5.i��6:.•i #�If4.7 Fd /�rtl d is 2' -1 " Ott 10" 2' -6" Not Be I,.n.slla/lg��4.t IViffi,rn 2' -3" 4" 12" 2' -9" sanitary service laterals under and within 5-feet of pavement or sidewalk 2' -5" 4„ 15" 3' -0" Ford AV94 -323WQ 2' -8" 5„ 18" 3' -6" Proctor Density for the entire depth of the material placed. The backfill 3' -0" 5„ 21" 3' -11" 8" 3' -4" 6" 24" 4' -3" 90 –,Tees 3' -8" 6,t 27" 5' -6" 58' 3' -11" 73' 6" 30" 5-9" & Plugs 4' -4" 611 36" 6' -3" Fiber 20 "w X 48 "d 5' -2" 6" 42" 6' -11" 45– 7' 9' 8„ 48" 7' -4" 15' 17' 19' g„ 54" 8' -0" 3' 4' 9" 60" 8' -6° 7' 8' 9' 9„ 66" 14' 11-1/4 2' 2' 11) Tapping Sleeves: Shall be Smith Blair, Romac, or JCM12) Repair 72" 9' -8" 4' 4' 10" 78" 10' NOTE: • 1r and 2 ■ on Ductile Iran and service repairs) shall be 12 long, 1' -0" Minimum Undisturbed Ground Existing Pavement, Saw Cut Straight Edge Special Backfill Under Pavement, Drives, Walks Or Where Ordered Tamped In 6" Layers Special Backfill Shall Conform To INDOT 211.02b TRENCH SCHEDULE ** Table Is For ASTM D -3034, Wall Thickness Class SDR 35 For 6" -15" And ASTM F -679 Wall Thickness Class T -1 For 18 " -36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. Undisturbed Earth E•? Match Existing Pavement Material And Thickness Approved Excavated Material In Unpaved Areas Unless Otherwise Directed I ° °° 14'a'a * "W" or "U" At Top Of Pipe TRENCH DETAIL FOR SEWER AND WATER MAINS NTS I,wh Grvdet }urb Box k1 x ) ��, e1 o r Lpnle s d . MA "`e +,+'�3'9 r ere»+',ri`d�d,+`'�eri`#`% #,✓f a f °A`�#J#�"�'' - � � ia'���#' � #>F,/� $i RIGHT —OF —WAY Meter Pit Cover Ford C3t Try } ' And i1 t° 1`i Lf �,�+' Approved a`� I! (Under Plorl'Int) with hole for touch s S-c r�rj ir'�� �: e L-9; i,) e T4".J [) zt k: 1�i# }k' F�.J.5.i��6:.•i #�If4.7 Fd /�rtl d is ham t4.d t/ o NI A.Y. McDonald 74M43XTP a continuous piece of copper from meter to at least 5' outside Not Be I,.n.slla/lg��4.t IViffi,rn I a'r' c e- Tif''),! lam" i.�ia� I Mueller H5020 -203 Mueller H5040 -330 sanitary service laterals under and within 5-feet of pavement or sidewalk Note: Under Existing Sewers, Water Lines, Gas Lines, Telephone Cable And �j Electrical Conduits, Backfill With C Granular Bedding Material To The - I Centerline Of The Existing Utility Lines. For Flexible Pipe With Solid Or Profile Walls, Granular Bedding Material Shall Be Placed And Hand Tamped In 6" Layers To A Minimum Of 1 " -0' Above Pipe. Bed Pipe In Specified Granular Bedding Mote6ol Hand Tamped In 6' layers to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02, Size No. 8 * Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D -2321. Note: All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12" above the pipe. Note: Blue Reflective Tape must be installed 18" above all water mains. TITLE: CITY OF CARMEL TRENCH DETAIL & STANDARD DETAILS TRENCH SCHEDULE Town Dy Jones &Henry Drawing Name: CW3 Dote: March 2001 Scale: Not To Scale Engineers, Inc. ¢Pr t',_'' ; :q y56 ._„ :,- „ 7” _--• e� .�il1:,r,R{ {�1'�.�`31r'_ t �-�s t�'J 14- 1�1�i.4°-t. 0,oS, k _�,,,�,:,:_4 :�.T�„ -, ,I r i C AIL � sltdii st tiajtf� G2' r1r "' . _.�..„. �u l ll� 141A -iLrl? ILI LCLirt, st ili + L-d1'7 , ill+fuzp-t Be :PT;aUed Foe �c Fr1 '�L�i 1� t�a7 �' �a���a'e r Arid t :r �+ .S ,1.4ra,a�e tarp a{ c��' a' , "rte, � C, .35 Gfaa 5.,+'wn!.,:1r r.e r p, ess;{ e r r' is srerT "rile f..hne Insla"Ued 0rm4 ,I�t,l�'#.lT7. t: I__.......... v t}rX1€C !s'e'miePi' +' +: ce VOTE A k 5ervhc e L i f e }y+iq id Or m a tl e r k1 x ) ��, e1 o r Lpnle s d PRESSURE PIPE JOINT RESTRAINT TABLE RIGHT —OF —WAY Meter Pit Cover Ford C3t Try } ' And i1 t° 1`i Lf �,�+' Approved a`� C with hole for touch s S-c r�rj ir'�� �: e L-9; i,) e T4".J [) 'r ,. I�i �,' ... ,,�,"t� 1�i# }k' F�.J.5.i��6:.•i #�If4.7 Fd /�rtl d is ham t4.d t/ o ,,++ , X} f 24 A.Y. McDonald 74M43XTP a continuous piece of copper from meter to at least 5' outside Not Be I,.n.slla/lg��4.t IViffi,rn r Ft' € t it d l a C,�i e �+ +' r a'r' c e- Tif''),! lam" i.�ia� 1,loitnf' s ArW Bells. Mueller H5020 -203 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. E CITY OF CARMEL STANDARD DETAILS Date: March 2001 Scale: Not To Scale TITLE: JOINT RESTRAINT TABLE rown y: Jones & Henry Drawing Name Engineers, Inc. CW10 7 Item # Description 5/8" x 3/4" meters PRESSURE PIPE JOINT RESTRAINT TABLE RIGHT —OF —WAY Meter Pit Cover Ford C3t Ford X43 —T 1 with hole for touch Tyler 6150 Length Of Pipe To Be Restrained water mains, water service laterals, sanitary mains and sanitary service read and plug A.Y. McDonald 74M3CTP A.Y. McDonald 74M43XTP that has jurisdiction over the installation. a continuous piece of copper from meter to at least 5' outside Ford Y502 In Each Direction From 1/4 Of Bend 2 Yoke Mueller H5020 -203 Mueller H5040 -330 sanitary service laterals under and within 5-feet of pavement or sidewalk sidewalk A.Y. McDonald 14 -2 Based On 150 PSI Test Pressure shall be B— Borrow for Structure Backfill meeting the material requirements private property, in the middle of the lot 5' left or right of Ford AV94 -323WQ Ford AV94 -444WO Degree Street Side Angle Valve MUELLER b14273 A.Y. McDonald 4602Y- 023/4X02 Mueller b24273 Proctor Density for the entire depth of the material placed. The backfill (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID) for the top 6— inches of the excavation below the start of the aggregate A.Y. McDonald 02- 4ye -44 Of Bend 6" 8" 10" 12" 14'> 16" 1811 20" 24» 30 >1 90 –,Tees 27, 35' No Mueller for this part 42' 50' 58' 65' 73' 80' 95' 115' & Plugs Meter Pit Mid State — Soniloc Frotco HDPE pipe from the final pavement elevation to the top of the pipe be less from the factory)The hydrant pumper nozzle shall be of one –piece Fiber 20 "w X 48 "d Fiber 24 "w X 48 "d g Service Line 3/4" K Copper 1 "K Copper 45– 7' 9' Mucllcr II 15008 1" 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2– 3' 4' 9) Posi caps or Box Locks: shall be installed' with each gate valve. 5' 6' 7' 8' 9' 10' 12' 14' 11-1/4 2' 2' 11) Tapping Sleeves: Shall be Smith Blair, Romac, or JCM12) Repair 3' 3' 4' 4' 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. E CITY OF CARMEL STANDARD DETAILS Date: March 2001 Scale: Not To Scale TITLE: JOINT RESTRAINT TABLE rown y: Jones & Henry Drawing Name Engineers, Inc. CW10 7 Item # Description 5/8" x 3/4" meters 1 " meters RIGHT —OF —WAY Meter Pit Cover Ford C3t Ford X43 —T 1 with hole for touch Tyler 6150 Vestal 20X24r water mains, water service laterals, sanitary mains and sanitary service read and plug A.Y. McDonald 74M3CTP A.Y. McDonald 74M43XTP that has jurisdiction over the installation. a continuous piece of copper from meter to at least 5' outside Ford Y502 Ford Y504 2 Yoke Mueller H5020 -203 Mueller H5040 -330 sanitary service laterals under and within 5-feet of pavement or sidewalk sidewalk A.Y. McDonald 14 -2 A.Y. McDonald 14 -4 shall be B— Borrow for Structure Backfill meeting the material requirements private property, in the middle of the lot 5' left or right of Ford AV94 -323WQ Ford AV94 -444WO 3 Street Side Angle Valve MUELLER b14273 A.Y. McDonald 4602Y- 023/4X02 Mueller b24273 Proctor Density for the entire depth of the material placed. The backfill (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID) for the top 6— inches of the excavation below the start of the aggregate A.Y. McDonald 02- 4ye -44 sub —base of the pavement shall be No. 53 Stone meeting the material Ford HHA94 -3230 Ford HA91 -444 Standard Proctor Density. If the standard practice of the utility that has House Side ueller H14245 A.Y. McDonald 12- 3Ye -44 4 Angle Check Valve 9 A.Y. Y McDonald 12 -3YQ33 No Mueller for this part For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service 3) Tracing Wire (10 or 12 gauge): to be installed with all water Frotco HDPE Mid State Soniloc jurisdiction of the utility, the minimum cover from the top of the installed with enough wire in the valve box to insure the proper connection to Fiber 20 "w X 48 "d Fiber 24 "w X 48 "d 5 Meter Pit Mid State — Soniloc Frotco HDPE pipe from the final pavement elevation to the top of the pipe be less from the factory)The hydrant pumper nozzle shall be of one –piece Fiber 20 "w X 48 "d Fiber 24 "w X 48 "d g Service Line 3/4" K Copper 1 "K Copper Cover heights for reinforced concrete pipe storm sewer are Storz adapters will not be accepted. Mueller ii -75008 3/4" Mucllcr II 15008 1" 7 Corporation Stop Ford F1000 -3Q Ford F1000 -4Q 6) Fitting: Shall be Union, Tyler. A.Y. McDonald 47010 3/4' A.Y. McDonald 47010 1' 8 ALL METER PITS MUST HAVE 3/8" REBAR MOUNTING ROD EBAR WILL VARY kSVICE LINE TO HOME STANDARD METER PIT INSTALLATION FOR 5/8" X 3/4" AND 1" METERS NOT TO SCALE Water Ma' 5 I 4 I 3 NOTES: *Should meter pit need raised to grade, a Mid State Meter Box WATER AND SEWER UNDER PAVEMENT SIDEWALK PAVED AREAS AND WITHIN Extension should be used. No meter should be raised more than RIGHT —OF —WAY 6', without approval from Carmel Utilities. USING BRICKS OR CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A BEDDING, HAU N C H I N G, INITIAL BAC K FI LL METER PIT• Beddin , Haunchin and initial backfill requirements and compaction for g g *Should the meter lid need raised it should be done with a Ford water mains, water service laterals, sanitary mains and sanitary service Elevator Ring Part #ER15CX or ER3Cx. *Service lines require compression fittings only. No Pack Joints laterals shall be in accordance with the standard practice of the utility Allowed. (No fittings should be made in the meter pit) Dust have that has jurisdiction over the installation. a continuous piece of copper from meter to at least 5' outside meter pit, on house side. FINAL BAC K FI LL *There shall be no buried joints or couplings, except for the Final backfill for water mains, water service laterals, sanitary mains and corporation stop on the water main. *No pit shall be installed in a traffic area, such as a driveway or sanitary service laterals under and within 5-feet of pavement or sidewalk sidewalk or other paved areas and for all installations within City right —of —way *The meter pit is to be installed just off the ubility easement, on shall be B— Borrow for Structure Backfill meeting the material requirements private property, in the middle of the lot 5' left or right of of the INDOT. The material shall be approved by the City of Carmel center, and as close to the easement line as possible. *THERE WILL BE A RE– INSPECTION FEE FOR EACH ADDITIONAL Department of Engineering at time of installation. Final backfill shall be INSPECTION NEEDED. compacted in 6 —inch maximum lifts to not less than 95% Standard *METER PIT LID GRADE SHALL BE FLUSH WITH THE GROUND. Proctor Density for the entire depth of the material placed. The backfill (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID) for the top 6— inches of the excavation below the start of the aggregate sub —base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. CITY OF CARMEL WATER UTILITY MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT —OF —WAY 1) Water Main: Shall be ductile Iron Pressure Class 350. 2) Reflective Warning Tape: Shall be installed 18' above pipe. For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service 3) Tracing Wire (10 or 12 gauge): to be installed with all water Laterals, Sanitary Service Laterals under City streets, regardless of mains. There must be access to the tracer wire at each valve box, jurisdiction of the utility, the minimum cover from the top of the installed with enough wire in the valve box to insure the proper connection to pavement to the top of the installed pipe shall be the pavement section the locating machine. 4) Fire Hydrants: Shall be Mueller (safety yellow, M.A.B. 10433291, thickness (all bituminous and aggregate material above the subgrade) plus Sherwin Williams # f75M) (Carmel Clay spec. hydrants shall be 1 -0 ", but under no circumstances shall the cover along any part of the open right and will have a safety blue stripe around hydrant bonnet pipe from the final pavement elevation to the top of the pipe be less from the factory)The hydrant pumper nozzle shall be of one –piece than 2.5 —feet. If the standard practice of the utility that has jurisdiction design, compatible with 5' Storz hose coupling. The nozzle shall be over the installation has a more stringent cover requirement, the more an integral part of the fire hydrant and must be furnished by the manufacturer or authorized distributor designated by the stringent requirement shall govern . that less than manufacturer. Mueller model 29020 for casting and 290221 for cap. Cover heights for reinforced concrete pipe storm sewer are Storz adapters will not be accepted. those required will be evaluated on a case by case condition and 5) Valves: shall be resilient seat gate valve, Mueller only. (Carmel approved only with written permission by the city engineer. Clay spec. valves shall be open right) Butterfly valves shall be for sizes over 12' 6) Fitting: Shall be Union, Tyler. 7) Mechanical Joints: Shall be made with Megalugs. 8) Valve Boxes: Shall be Union Tyler or East Jordan Iron Works. 9) Posi caps or Box Locks: shall be installed' with each gate valve. NOTE • NO VALVES WILL BE Not to be used on buttery valves. 10) curs saxes: Shall be Union, Tyler PERMITTED UNDER PAVEMENT, 11) Tapping Sleeves: Shall be Smith Blair, Romac, or JCM12) Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith CURB OR WALKS . Blair 226, Ford F -1, JCM or Mueller equal. 13) Tapped Repair Clamps: (For J, 1', 1r, and 2' taps on PVC, NOTE: • 1r and 2 ■ on Ductile Iran and service repairs) shall be 12 long, WATER MAIN AND SANITARY SEWERS SHALL BE PLACED IN full circle stainless steel with ductile lugs and tapered threads. Smith SEPERATE TRENCHES. Blair, Ford, JCM, Mueller. 10' MIN. 3' 14) Sample Stations: Shall be installed at the utilities request. (GIL GRADE Industries model # EH101) 1 =1 =1 I I —I 11 1 I I III _ I I E I 1 =1 I I I DEPTH OF 15) Service Lines:', 1, 1 }', 2 ; Shall be K– Copper ' —I 11 =1 I I =III I I 111 =111 —i I covER 16) Bross: Compression Fittings. Pack joints not allowed. (see meter ' =I I 1 =1 I 1 =1 I I =1 I I =1 I I =1 pit specs. for make and model IF) I —I I1 —I I I I — _ All UTILITY FACI�TY Restrains: Shall be Field Lock Gasket or Mechanical Bell 17) Joint R I I_=I I I=1 I _ I 11=1 I I —_ I I I I I (TELEPHONE, GAS, ELECTRIC, =III =I 11— I I I I 1=-' GABLEVISIaN, ETC.) Joint Restraints. II I I I I I I I=- 13) HDPE Sleeves: Shall be used for services that cross major city TYPICAL WATER MAIN DEPTH 1 11111 II I I I I =III = WATER MAIN streets. ' and 1' lines will use 3' hdpe sleeve 1. ALL PIPE SHALL HAVE A -1 I I —III El I —I _ MINIMUM OF 54' COVER. —III _ —III 1J' and 2' lines will use a hdpe sleeve 19 Additional Kickers: Shall be solid block and brick. no poured I 1) I —III SANITARY OR STORM SEWER concrete. WATER MAIN LYING PARALLEL TO SEWER SECTION VIEW Notes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anchoring Tee Shall Be Set At 45– Angle Upwards And Connected To 6" 45� Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. 3. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. All valves must include Posi –Cap or equivalent 7 I 6 As Required :urion A -423, Or Equal afety Yellow" Min. Bedding Material Conforming To INDOT 903.02, Size No. 8 8"x16" Solid ock Or 6 "Min. Concrete 1 Undisturbed 5, Hydrant Valves must be restrained to the tee with either all thread, or an anchoring tee. CITY OF CARMEL STANDARD DETAILS Date: March 01 Scole: Not To Scale 5 1/2 PIPE LENGTH 1/2 PIPE LENGTH SANITARY OR ^ STORM 18" MIN. WATER MAIN FLOW JOINT JOINT WATER MAIN CROSSING SEWER SECTION VIEW WATER AND SEWER SEPERATION DETAIL (NO SCALE) TITLE: FIRE HYDRANT ASSEMBLY rown y: Jones & Henry Drawing Name: CW8 Engineers, Inc. 4 3 2 I 1 CITY OF CARMEL UTILITY PIPE INSTALLATION All work shall be in the best practices of the water utility industry and the American Water Works Association, and in accordance with all applicable federal, state, and local codes and regulations. Furthermore: 1) Any damage done to the City of Carmel Utility's system by the contractor of his affiliates shall immediately be repaired, to the satisfaction and direction of the City of Carmel Utility by the contractor at his own expense. 2) Should the contractor propose to depart from the specifications contained herein, he shall submit samples and /or specifications of such alternatives to the City of Carmel Utility before proceeding. 3) No work shall be performed under conditions which in the opinion of the City of Carmel Utilities would adversely affect the quality of the finished job. 4) The contractor shall conduct his work so as not to interfere with the present operation of the City of Carmel Utility's water /sanitary sewer system. If any work interference is encountered between the City of Carmel Utility and the contractor, the City of Carmel Utility will receive priority in scheduling. CITY OF CARMEL WATER UTILITY DEVELOPER INSTALLED WATER MAINS 1) The developer will submit two (2) sets of preliminary plans for proposed development so the City of Carmel Water Utility can determine the main location and sizing, location of hydrants, service lines and valves to conform to the City of Carmel Water Utility's standards and specifications. 2) Developer will provide plans that conform to the City of Carmel Water Utility's standards for main extensions. In general, the City of Carmel Water Utility will respond within ten (10) business days. 3) Contractors shall call City of Carmel Water Utility for an on —site pre— construction meeting before work begins. Contractor must have approved plans on —site and all materials to be used must be approved by a City of Carmel Water Utility inspector. 4) Contractor will allow inspection by City of Carmel Water Utility inspectors during the construction of the water main extension and will honor the City of Carmel Water Utility's request for field changes in main extensions related to location, workmanship and materials as they relate to City of Carmel Water Utility standards and specifications. All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12" above the pipe. Blue Reflective Warning Tape must be installed 18" above all water mains. Tracer wire must be installed with all water main laid in Carmel. 5) The Contractor will have water main extensions pressure tested per City of Carmel Utility specifications and witnessed by City of Carmel Water Utility's inspector. 6) The Contractor will conduct the disinfection of water main extension, with direct supervision by a City of Carmel Water Utility Operator. The Contractor will also be responsible for the de— chlorination of the water flushed off during disinfection process. 7) Only after the water main extension passes the City of Carmel Utility's laboratory testing, and two (2) sets of as —built plans have been turned in the City of Carmel Water Utility, will the water be turned on by the City of Carmel Water Utility. The developer's contractor shall be billed for all bacteriological lab services. CITY OF CARMEL UTILITY GENERAL NOTES: 1) The contractor shall contact all applicable utilities and verify and and all fees associated with the installation of all utilities. 2) Provide thrust blocks for all water line bends and tees, including tab connection. 3) Contractor shall coordinate with water company for domestic and fire service. Connect to building domestic and fire line. Coordinate with plumbing drawings. 4) Coordinate location of electrical and telephone lines with local utilities. 5) Coordinate location and size of gas service connection and installation of service line and meter with gas company. 6) Coordinate locations and connections of building storm lines with mechanical /plumbing drawings. 7) Verify existing invert and location of sanitary sewer. Adjust inverts as required. Document any changes. 8) Maintain 10' horizontal and 18" vertical clearance between storm /sanitary sewer systems and domestic /fire line service. 9) Follow all local and state codes in reference to domestic /fire line installation and storm sewer /sanitary sewer installation. 10) Coordinate location of required conduits for light poles, telephone service and irrigation system. 11) Coordinate utility conduits with service providers. 12) Sanitary sewer laterals, water service, & electrical /telephone conduits shall be B— borrow for structure backfill, meeting all current INDOT requirements. 13) There are to be no water valves or manholes placed within the pavement, curbs or sidewalks. CITY OF CARMEL WATER — WASTEWATER UTILITIES WATER OPERATIONS MANAGER: PAUL PACE 317- 571 -2648 PPACECCI.CARMEL.IN.US NOTE: CONTACT DIRECTLY FOR ALL WATER AND SANITARY SEWER MAIN LOCATIONS. 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 IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 2 • 00 T/1 d• O E•-4 U %%OD o w U %6 rei C14 0000 0000 q x � V-4 0 M M 00 U o Cow >~ a • X z ¢ a Ca w [� Aa 1�W � .w • w V a 0 o Q QQZ 1.4 0 O >4 W a 00 wQ z 2 E-4 w O w U llim4l Ili—niiiiiiiiiill �Rm 0 � z o w z ❑E] 0(0 z rn F- ~U F d J Ca ' o ° 3 LE W Li-M � Q U� Z 7 w o � CD "D 0. Ca o Ca E- w Ca W a ri rn Q z d U) z 0 7 W a �S�.SHIE4 Q c1 i •'GIST ER • V • J _ -[PE 10 • *__ QQ �� / /IIIIIIIIl111AAA�Y\\\\ JAMES E. SHIEI:DS, JR. P.E. 10201333 a� U U 9 � z o � M H w a 0 z 8 Z �i 04 � a a SHEET NO. C 02 7 PROJECT NO. W06 -0569