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Home My WebLink About8rn 3 v C: L O 0 I I CV I I L I 0 C a� U I I rn CV U7 I C 0 L_ O 0 LL 0 C: v d L O 0 3 v g a a I 000 M T O N O X N I � Q 00 L 0 3 � v � cfl X N 1 41 C14 0 I4-1 w o Ib U V) r - C: Q' C 3 0 m I m 0 d � 3 X � I 00 00 ZD1 O 00 cD o X U rn a � U m � 0 Y ( o Cf) O � 3 -u- a" d f I O _ C � o C14 m U) Nj � _ U rnCJ 0 0 Eoo -'(0 CT N O U c C Y O N (n J� Z m to -0 _0 F� > a U Dew >, u j J J U \ -- EXISTING INV. 828.00(E) \ DETENTION POND I \ 84 TC 837.85 �I \ INV. 829.13(W) SD INV. 829.23(S) �g•. \ INV. 832.10 (E) ERCP oho I 8i u it I lU J PROPOSED DRAINAGE EASEMENT I I TC 837.45 I- INV N 829.43 LEj I y INV S 829.50 a) � 00 TC 837�7 I I INV. .62(N) 2.5 z� II 42 LF OF 8" SD O 1.00X (MIN.) 1 0 -----G------G a a� 1 11 �M MI I „ET a 1 a I II II I I� I ` TC 7.02 1 I INV. 2.85(W) 2.4 ° d J a I - UT UE I = 5 RCP - SID N ° r4- �I TC 838.30 102 1 O 0.407E 1 I INV. 834.25(E) 4p I� I I II I I I - 7 TC 838. II I I I I INv w s INV. 83: I TC 838.02 108 d II I INV. 831.39(E) 1 ° Il INV. 831.29(N) („ II I INV. 831.39(S) 1f �ea Il II INV. 834.00(W) d II I I I EXISTING RESTAURANT I I I I II W I LU �I II I I Q a - PROPO gRAINAGE EASEMENT I `� LLu �I II �� I I I I °41In cn � SII TC 838.28 11 l I C9 a INV. 833.06(E) 86 I� INV�832.9- - ly - - - _----------_---_� II Ill T F__ 7`1 TC 838.28 INV W 833.29 I INV E 833.391 - -12"WTR- - - - - -12"WTR - - - - -12"WTR- - - - - 12'iWTR- - - - - -12"WT - - - 12"WTR C 2'*WM I I I I Iy III - - - - - - - - - - - - - - - - - _ -I4-4------ _ 20' WATER I = _ = "RCP - - SD W,.,15" SD O 0.25' i EASEMENT LINE MUST BE DIRECTIONALLY BORI _ - _ _ _ _ - - - _ _ _ (= I _ _ �� I BENEATH 96TH STRI -- UTUE ----UTE---- UTUE----U---� A V - -- -- - - -----SAN------SAN------SAN------SAN-----SAN ---SAN _-- aSAN ° --- AN----- _ 0 20' SANITARY SEWER ESMT. 10 -FT WIDE ASPHALT PATH - _ �- SD -a - SD -SD- SD �L�-- °�__- =-tea ° I I � 1-465 R BVI/ ftft. _ 2. Soon,__ TC 839.06 INV W 825.38EX INV E 825.44 \_ TC 838.32 I- 7 INV W 834.34 LEXJ w O WEST 96th STREET N, R 3 E I I � i2-QTR------GVTR WTR----- -- ------ WTR------ - - -WTR------WTR-- �--WTR------ -G--- -G- _- -G -- 0NORTH 0 20 40 60 SCALE: 1"=20' _ 1 I sp 00 . t I I TC 837.86 2.3 INV. 833.89(NW) ° ° p: r a ° Qe I a .a TC 837.94 INV. 834.38 SW 2.7 00� I 5lo ASEMENT�' 12' 12"WTR ---- - - - - - - I I EXISTING WATER PROPOSED o CURB INLET --t,E-_ ❑ STORM INLET ■ Oo STORM MANHOLE • O SANITARY MANHOLE • End Section CLEANOUT 0 Ex. STORM STRUCTURE NUMBER 100 Ex. SANITARY STRUCTURE NUMBER 12 -------- SANITARY SEWER Manhole ------ STORM SEWER �--- --------- UET--------- FIRE HYDRANT ASSEMBLY UEr T WATER VALVE 0 wV Inlet 'J' C604 R -3287-10V POST INDICATOR VALVE m EX 832.85 FIN 10 DUAL -WALL NDE DRAIN - - - - - (SEE DETAILg ---------- w ---------- WATER 8'VIIIR -----------UE---------- UNDERGROUND ELECTRIC --t,E-_ 0 TELEPHONE MANHOLE - - -----------UT---------- UNDERGROUND TELEPHONE -r ---------- G ---------- GAS 12" End Section TRANSFORMER - re- LIGHT POLE 2.6 833.52 TELEPHONE PEDESTAL 143 ---- ELECTRIC, TELEPHONE do CABLE Manhole --------- OHE--------- OVERHEAD ELECTRIC 2.3 --------- UET--------- UNDERGROUND ELEC do TELE UEr T TELEPHONE POLE RCP/HDPE STORM SEWER STRUCTURE DATA TABLE STR. N0. UPSTREAM DOWNSTREAM TOP OF PIPE STR. NO.1 INVERT STR. NO. INVERT CASTING LENGTH PIPE JPIPEJ MATERIAL I SIZE STR. TYPE REFER TO DETAIL CASTING TYPE 2.1 - - 2.2 835.00 - 23 RCP/HDPE 12" End Section C604 - 2.2 2.3 833.62 2.6 833.52 838.25 143 RCP/HDPE 12" Manhole C603 R-1772 2.3 - - 2.2 833.89 837.86 67 RCP/HDPE 12" Inlet 'J' C604 R -3287-10V 2.4 - - EX 832.85 837.02 10 RCP/HDPE 12" Inlet 'A' C604 R -4215-C 2.5 - - 2.6 833.62 837.77 24 RCP/HDPE 12" Inlet 'J' C604 R -3287-10V 2.6 2.1 832.95 EX 832.45 836.00 87 RCP/HDPE 18" Manhole C603 R -251 0-A 2.7 - - 2.8 834.38 837.94 67 RCP/HDPE 12" Inlet 'J' C604 -R-3287-1 OV 2.8 2.7 834.15 2.9 834.05 837.67 103 RCP/HDPE 12" Inlet 'M' C604 R -3287-10V 2.9 2.8 833.69 nrr i mu - n� ALI- --- EX 833.59 837.94 80 RCP/HDPE 15" Inlet 'M' C604 i R -3287-10V v�` v i IL-11 I I L-n141J I vr\ v IURIVI J 1 RU\i IURC LUU/i 1IVI40 CASTINGS TO BE "NEENAH" OR AS APPROVED BY ENGINEER ALL STORM STRUCTURE CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" JTJ I tM AKt VKUNIM I tU. 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454-B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V m IN ACCORDANCE WITH ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C-151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. W 3344 33C. 3. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE J EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 4. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST 0 AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT ui LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING o PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND o UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA LU UNDERGROUND CABLE LOCATION 1-800-382-5544. 5. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER 0 SPECIFICATIONS AND REQUIREMENTS. 6. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE STORM SEWER SYSTEM. 7. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET. 8. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 9. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING TC 838.66 CONSTRUCTION. EX INV W 826.19 10. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE O AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 12. FIRE HYDRANTS: SHALL BE MUELLER (SAFETY YELLOW, M.A.B. #0433291, SHERWIN WILLIAMS #F75YP2) - - - (CARMEL CLAY SPEC. HYDRANTS SHALL BE OPEN RIGHT AND HAVE A SAFETY BLUE STRIPE AROUND BONNET FROM THE FACTORY). THE HYDRANT PUMPER NOZZLE SHALL BE ONE-PIECE DESIGN, COMPATIBLE WITH 5" STORZ HOSE COUPLING. THE NOZZLE SHALL BE AN INTEGRAL PART OF THE FIRE HYDRANT AND MUST BE FURNISHED BY THE MANUFACTURER OR AUTHORIZED DISTRIBUTOR DESIGNATED BY THE MANUFACTURER. MUELLER MODEL 290220 FOR CASTING AND 290221 FOR CAP. STORZ ADAPTERS WILL NOT BE ACCEPTED. 13. BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE ALL WATER MAINS. TRACER WIRE MUST BE INSTALLED WITH ALL WATER MAIN LAID IN CARMEL. - - - - - - 14. THE DEVELOPER SHALL VERIFY THE ELEVATIONS OF THE EXISTING UTILITIES AND DESIGN PLANS - - - - ACCORDINGLY. EXISTING INFRASTRUCTURE SHALL NOT BE MOVED TO ACCOMMODATE NEW DEVELOPMENTS. 15. POSI-CAPS OR THE EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 16. CONTRACTOR WILL NEED TO CALL FOR AN ON SITE MEET WITH THE INSPECTOR PRIOR TO WATER MAIN INSTALLATION. 17. CONTRACTOR SHALL PAY ALL REQUIRED BACTERIOLOGICAL LAB SERVICES 18. AS -BUILT SURVEY (PAPER do DIGITAL) SHALL BE SUPPLIED FOR WATER MAIN EXTENSION BY CONTRACTOR. "HOLEY HOLEY" NO EARTH DISTURBING ACTMTY MAY COMMENCE DON'T WITHOUT AN APPROVED STORM WATER MANAGEMENT DIG PERMIT. BLIND 1-800-382.554.4 CALL TOLL FREE "0 a5-� STATE01F i 00, .. r�,ifr,iss 1 £ N Z W w w I&A/ WOOLPERT MIGN I GWXMTIAL I INFMwrM=U= 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 O O 00N DD V) m = U o W O7 m LLJ r- 0 J m W Q 0 H ui o CV o ,Q LU Z CL 0 C v W Z W a U Q I&A/ WOOLPERT MIGN I GWXMTIAL I INFMwrM=U= 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 O O 00N DD V) m = U o ol O7 m LLJ r- J 0 H ui o Z o ,Q LU Z CL 0 o v I&A/ WOOLPERT MIGN I GWXMTIAL I INFMwrM=U= 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 SHEET N0. N O J Z a° Z W ,Q LU Z Q J LV 0 W W a U Q O J O Q SHEET N0.