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Home My WebLink AboutC3 - DRAINAGE DETAILS -CIVILr0' GA PIP S ELINE EASEMENT PER IM B. 31, PG, 121 AND M.B. 31, PG 278-280 PRECISE LOCATION AND (WIDTH OF EASEMENT IS CURRENTLY' AL UNDEFINED. J a L CONTRACTORS TO COORDINATE IWITH VECTREN FOR ANY CONSTRUCTION IN PIPELINE EASEMENT L------- - - - -Ja HOLEY MOLEY SAYS "DIG SAFELY 0 a1E VITAS THE LAW" CALL 2 WORKING OAKSBEFOREBEFORE YOU DIG CALL TOLL FREE PER INDIANA STATE LAW IC8-1-26. IS IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. i II II /1 I 1 I I I I I I I I I I I I I11 I) t/ I / NOT INCLUDED aI STEPHENS, RITA C. & BRAa4; 'TIMOTHY L. -DH�a INSTRUMENT No 2OT3-44346 oN / 15 111 VS as eA 376,481 20' S6E 3UI DMT SETBACK �/Go p luffi/uda ysb- i / 1 I PHASE 3 / I DOFFIC FETING SPAE In 48 \ i I yWW/ I I r GO 64 - Z@�8-1 I \ I \ C1b i I 1 _ _ - HIGH I / / 1 i� h� `\ J I PowT I I i I J i �� \ I iREESOALE DETENTION I I I I 1 i / \ \ ♦ I POND 100-YEAR I I / LUCKY LLC `\ o I ELEVATION - ese.lo' THERAPLAY ARENA / C� < _ BASE fL ELEV. - 860.10' NSTR.� 2007�62553 ,...�� ♦19 � M.L.AG. ELEV. = 86].Q• 870.141 or 100VOON INSTR.k 2007-62553' 1 \ \ b$ED R/W �� `\ \\P IC. IIINV abb as ~\ - I -GAS�GAS-INS-CAS-CAS-OAS-GqS-\ALAS -4A5\, GAS GAS 'II CONCRETE FLARE 2ND-SECT. INV. =B65.03' ` aaa5n \` \ PROPOSEDCURBINIET-1 g ` \ `�� \ \\\ \1 �c P \ T.00.= III ' CEPS Rq RICH IN V. S OUT =864.73' PROPOSED.C. INL3. I 1 12\RCPINV.NWIN=864.83' \ \ T.O.C. 86811S 12"RCPINV BEGOT 8646a' i I\ \ LUCKY#LLC 1�RCPINV SIN 864.]N' / S, - '1 INSTR. 2007-62553 i ( --- 1 -rtr-- `\ ✓ w Ex. -FIT. eI I 1 1 ir IL IRS 9TY I,tl � A I I / �s LUCKY CL\C I ' OH -OH \ -a+ DH -INK Qk \\ \ PROPOSED CURBNJLET-2 T.O.C.=868.08' `♦ I PRI CURB INLET-3 � \\ a \ GR \ 12"RCP INV. SW OUT a86d.52' I TA.C.=868.15' 1 CONCRETE FLARE \ 12 RICPINV.N IN=8I'L 8\ 12LRCP INV. N OUT =864.90' \ y I Z / END -SECT. INV. =86d.d2 � I I I I LEGEND _-I I I I I '- I* CONTOUR LINE -0 EXISTING GAS LINE - - 5' CONTOUR LINE - PROPERTY LINE ------ LINE FIR UNDERGROUND UNDERGROUND GIBER OPTIC RIGHT-OF-WAY LINE E PROPOSED UNDERGROUND ELECTRIC - - - - - CENTERLINE WOOD PRIVACY FENCE SETBACK LINE - EASEMENT - r - PROPOSED FIRE/SPRINKLER -Ely- EXISTING OVERHEAD UTILITY LINES GAS PROPOSED GAS SERVICE EXISTING UNDERGROUND PHONE IN PROPOSED WATER LINE °' EXISTING TELECOMMUNICATIONS - EXISTING WATER LINE PROPOSED SANITARY -w SANITARY SEWER LINE = e PROPOSED STORM SEWER = _ _ _ = STORM SEWER PROPOSED SWALE ^- FLOW LINE & AEA, SPACE SIGNS m MAILBOX pA PROPOSED WATER VALVE OE ■ STORM INLETS p PROPOSED P.I.V. ,IP STORM MANHOLE Ow WATER METER ® SOIL BORING A GAS VALVE ; UTILITY POLE q WATER VALVE 4 CAS METER Q PHONE MANHOLE OS PROPOSED SANITARY MANHOLE ■ UTILITY PEDESTAL eCD CLEAN OUT FLOW DIRECTION PIPE BOLLARD ¢O PROPOSED SPOT ELEVATION ® ELECTRIC TRANSFORMER _________ HIGH POINT RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel �V1tV�1�D�WAK� DATE: 10/30/19 SILT FENCE/FILTER SOCK/CONSTRUCTION LIMITS SEE DETAIL 7/C5 & IA/C4 STRUCTURE DATA TABLE No RIM ELEV. INV, IN INV, OU STR.SIZE STR TYPE CASTING OUT DIET. NOTES & DETAILS 1 86&OB' 86483' 8M,73(2) 24424 INDOT TYPE R-328I 12- S SEE SHEET 52 FOR DETAILS 2 861 864.62H) 864.5Z 24x24 INUOT TYPE R3A68V 1T SW SEE SHEET 5.2 FOR DETAILS 3 SRI IISLAYN) 24x24 INDOT TYPE R32883V 1T N SEE SHEET 5.2 MR DETAILS 4 888.15 664]8Y3) 6613S(5) 24e24 INDOT TYPE R-32883V 1Z' BE SEE SHEET 5.2 FOR DETAILS 5 858A9 863.85N) 863]5(6) 24G4 INDOT TYPE R-3285dV 17 E SEE SHEET 5.2 FOR DETAILS 6 AL 85 $61.35'(5) $611 U(/) 24x24 INDOT TYPE R3405 15- N SEE SHEET 52 FOR DETAILS Y 863,53' 85863'(6) BIAGI 24x24 INOOT TYPE R-32863V 15- N SEE SHEET 5.2 FOR DETAILS (DENOTES UPSTREAM OR DOWNSTREAM STRUCTURE No.) STORM SEWER PIPE QUANTITIES L.F. SIZE TYPE 6 1T BOB 162' 16 RCP A IN �Z4o-co S- PROPOSED CURB INIET-5 T.O.C.=86 AS 12' RCP INV. E OUT B63J5 12'RCP INV. SW IN=WS5 6- PVC INV. N IN = 864.35' / m ivU'�I! I I _ S 88051'16" W - 1333.5: -OL OH -OH VOH - OH o*--64N♦- -SIT-I w $PICKET N 788'51'1611 E - 914.1 PROPOSED DRAINAGE PLAN. GRAPHIC SCALE C 30 45 M 90 150 ( IN FEET ) 1 inch = 30 FL I QW, DRAINAGE & GRADING NOTES � Go �� A9 1. EXISTING TOPOGRAPHY TAKEN FROM KEELER-WEBB ASSOC.. DATED 01/09/17. 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR SO BEGINNING WORK. 3. ALL GRADING/FARiHMOVING WORK i0 BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. ATE D GRASS \O\,� i I SWALE®LOX 14. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, ] SHALL BE DONE IN A WAY THAT WILL MINIMIZE SOIL EROSION. 6 / , 5. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONCRETE FLARE ENS CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE ALONG LA PAS ` V 95990� TRAIL AT EXISTING ENTRANCE. e\q \ \\ ` ♦ 36' IS RICE I.dB% 5. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A 1 \ ` \ PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL WITH I ♦ \ TEMPORARY SEEDING PER MOUNTS SHOWN ON SHEET C4. \ Try ` \\ I \\ I \ PROPOSED CURB IN LET] TOC B6353 ` ]. SEE SHEET C4 FOR EROSION CONTROL NOTES AND PLAN \ 5� I - 1S RCPINV.NOIR-859.53 8 PRIOR F P PERMANENT STRUCTURES TOPSOIL ANORGANIC 0 E .ALL 0 SOL D \ e= G,b15'RC IN - 859.63' \\ IN SNV. ,CONSTRUCTION MATTER, FROZEN, WET SOFT, LOOSE, OR UNDESIRABLE SOIL SHALL BE REMOVES. LOO II IINV. W IN \ TOPSOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF $I% INCHES A5 DOWNS 944'-6"PVC®5.0%IXJWNSPOUT\ U&6' P CUP D NECESSARY i0 REMOVE ORGANIC MATTER IN THE AREAS i0 BE OCCUPIED BY ROADS, Df2AIN FROM CURB INLET (PHASE 2I`\ WALKS AND DESIGNATED BUILDING AREAS. EXERCISE ARENA \`\\ 9 SHUMLIL BE SUITABLE FILL SHALL NOT BE USED ASPFIILIL LL UNDER ANYSCONSTR CONSTTED R UCTION OR FUTURETERIALS EXPANSIONDAREAS. 10. ANY STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIFICATION OF THE CITY, COUNTY AND ALL AGENCIES IN RESPECT TO DESIGN AND QUALITY OF 1 HII CONSTRUCTION. GRANULAR BACKFILL SHALL BE REQUIRED UNDER ALL PAVEMENT AREAS 1 I I n III AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT AREAS. mlll 1H ANY PRE CAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN - F III I WEDGEWSPHALi AS ACCORDANCE WITH ASTM C-478. � \I III. NEEDED\0 MEET GRADE 12. TRENCHES SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND/OR BARRICADED WHEN LEFT. ' 1 \ II1,; \ \FLt 13. TRENCHES SHALL BE SHEETED AND GRADED AS NECESSARY SO PROTECT WORKMEN AND 1 \ 4 \ O ADJACENT STRUCTURES. ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH O.S.H.A. STANDARDS TO PROTECT WORKMEN. 14. THE SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH 1- a PkPOSEDCURBINIJETS\ SUITABLE MATERIAL. p 1 1 I. z TOIC.= RU R5' \ 15. ALL FILLED PLACES UNDER EXISTING STORM AND SANITARY SEWER LINES AND/OR PAVED s I. \ e 15'R PINY N OUT 861.10'\ AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY I) 12 RCP1EPAVL 861.35' \ MODIFIED MSHSO T-180 COMPACT TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED ,\ ` BY THE STANDARD PROCTOR TEST MSHTO T-99. i WEDGPASPFMIT AS JJ\EDAFb 70 MEET73RADk '\ 16. EXTRA STRENGTH REINFORCED CONCRETE PIPE TO BE PLACED UNDER PAVED AREAS AND H \ \ ♦ A MINIMUM COVER OF 24' SHALL BE MAINTAINED. ♦♦ % \I / _ \ / \ ♦ : Y-a 17. STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY BECOME HALF FILLED AND A WITH SEDIMENT AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 18. THE ABOVE PROPERTY DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN. THE SUBJECT \\Aph'j-� PROPERTY LIES IN ZONE (%) AS SCALED PER FEW FLOOD INSURANCE RATE MAP, If v \ \ ` PANEL NO. 18057CO209G OF HAMILTON COUNTY, INDIANA, EFFECTIVE DATE NOVEMBER 19, 2014. �-'_. 19. ALL EXISTING GRADES SHOWN ARE TOP OF PAVEMENT OR GRADE UNLESS OTHERWISE \ / NOTED. 20. REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND \ 1 \ SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE GONE \ \ \ 1 1 AS NOTED ON DRAWINGS OR APPROVED BY BITE OWNER. I ' e 21. ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM SITE TREES SHALL BE BURIED 1 \ \ ONSITE OR REMOVED i0 DISPOSAL AREAS OFF OFTHE SITE, DISPOSAL BY BURNING I \ \ \ MI SHALL NOT PERMITTED UNLESS PROPER PERMITS ARE (WHERE \ k \ .T LOCATION OF ON SITE BURY PITS SHALL BE DESIGNATED BY BITE BE DESIGNATED I OWNERABL THE OWNER R THEENGINEER. O E O I ` 22. REMOVE ALL ORGANIC MATERIAL FROM THE AREAS TO BE OCCUPIED BY BUILDINGS, \ 1 ROADS, WALKS AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IIt \ I IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE I I REASONABLY FREE FROM SUBSOIL. DEBRIS. WEEDS, GRASS. STONES, ECS. _ 23. AFTER COMPLETION OF SITE GRADING AND SUBSURFACE UTILITY INSTALLATION, TOP SOIL \ 1 I I SHALL BE REPLACED IN AREAS DESIGNATED ON THE EROSION CONTROL PLAN FOR SEEDING AND / OR SODDING. ANY REMAINING TOP SOIL SHALL BE USED FOR FINISHED GRADING AROUND STRUCTURES AND LANDSCAPING AREAS. \ I j 24. CONTRACTOR SHALL PERFORM ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH i 1J GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO GRADE AS SHOWN ON THE I DRAWINGS. I 25. ROUGH GRADING: BITE TOLERANCE FOR PAVED AREAS $HALL NOT EXCEED 0.10 FEET L PLUS OR MINUS ABOVE THE ESTABLISHED SU ALL OTHER AREAS SHALL NOT j ESTABLISHED GRADE. ALL BANKS AND OTHER EXCEED FEET PLUS OR MINUS ESTABLISHED I IN0.10G D BREAKS IN GRADE SHALL BE ROUNDED AT BITE TOP AND BOTTOM. 26. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED. THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 27. MINOR ADJUSTMENTS SO THE GRADES MAY BE REQUIRED SO EARTHWORK BALANCES WHEN MINOR EXCESS MATERIAL OR SHORTAGES ARE ENCOUNTERED. IT IS RECOGNIZED BY THE PARTIES HERETO THAT THE CALCULATIONS OF THE ENGINEER IN DETERMINING EARTHWORK QUANTITIES SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CNIL ENGINEERS STANDARDS FOR SUCH CALCULATIONS. FURTHER, THAT THESE CALCULATIONS ARE SUBJECT TO THE INTERPRETATIONS OF SOIL BORINGS AS THE PHYSICAL LIMITS OF THE VARIOUS SOIL TYPES, ALSO THE ALLOWABLE VARIATION IN FINISH GRADE AND COMPACTION PERMITTED THE CONTRACTOR, AND THAT ALL OF THESE PARAMETERS MAY CAUSE EITHER AN EXCESS OR SHORTAGE OF ACTUAL EARTHWORK MATERIALS TO COMPLETE THE PROJECT. IF SUCH AN ACTUAL MINOR EXCESS OR SHORTAGE OF MATERIALS OCCURS, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO DETERMINE IF ADJUSTMENTS CAN BE MADE TO CORRECT THE IMBALANCE OF EARTH. DOWNSPOUT I zl II PVC WNSPOUT 00 O II U FIT DOWNSPOUT FROM SIZE i0 FIT DOWNSPOUT FROM ROOF O r I0 6 WYE WITH CLEANOUTPLUG I �I PROPOSED GRADE 6'1x6" PVC TEE, II UII 1 6' PVC DOWNSPOUT DRAIN PIPE, SEE PLAN INVERT ELEVATIONS DOWNSPOUT