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Home My WebLink AboutC3 Grading PlanI I MODIFIED TYPA INLET T.O.C.825.66' 15"RCP E-W INV. 818.32' (VERIFY) -8'-8"HDPE C? 12" RC P S INV. 820.32' SEE DETAIL I /C3 IWD SEE DETAIL 2/C3 Y Ex. STANITART SEWER 200 II T.O.C. 625.20• 42" RCP E=813.644 42 RCP W.813.54 FNYOPLAST STRUCTURE I T.O.C.825.20' 8" HDPE S INV. 823.70' 8" HDPE NE INV. 822.70' SEE DETAIL ON C7 54'-8'HDPE® 1.037 SEE DETAIL I/C3 I I I Ip I I w Too- c `NYOPLAST STRUCTURE 2 T.O.C.825.20' 8" HDPE W INV. 822,54' 12' RCP N INV. 820.54' SEE DETAIL ON C7 R NORTH STREET (15T ST. NW) F 1 SZO �PVNN1 0FI1 rys� A w / II 0 I II I I ` I 136' - 6" PVC @ 3.0% UNDERDRAIN TO DOWNSPOUTS, PROVIDE OUTLET - - FLAT SPREADER, PER DETAIL ON C6 E%. STORM SEWER 389 - - - _ I C."SD.68' 15" RCP N=819.00• RCP W=819.00' - - - - - � Ex. 6TANnARY SEWER 549 NSpN T.D.C.=828.65• S - ryq 42 t-829 - B U Q LL) LLI CC w z LU-3 W ZZ H CQ x C v l II�- 136'-6" PVC Q 3.0% UNDERDRAIN TO DOWNSPOUTS, PROVIDE O UTLET UPSTREAM 6" PVC N FLAT SPREADER, PER DETAIL ON CIS UNDERDRAIN INV, 824.63' CONTRACTOR TO PROVIDE DOWNSPOUT BOOT TO UNDERDRAIN, SEE DETAIL I I RAINGARDEN PLANTING LIST: DETENTION/BMP NOTES: (3) ILEXOPACA (AMERICAN HOLLY) ®8'D.C. PARCEL DRAINAGE AREA TO RAINGARDEN = 0.25Ac. (6) RHODODENDRON VISCOSUM (SWAMP AZALEA @ 4' D.G. SITE ALLOWABLE RELEASE RATE 0.1 cfs/Ac. = 0.03 cfs (9) VACCINJIMCORYMBOSUM (HIGH BUSH BLUEBERRY @3'o.G. SITE ALLOWABLE RELEASE RATE 0.3 cfs/AC. = 0.08 CIS (5) HEMEROCALLIS HYBRIDS (DAY LILIES) ® 12"D.C. TOTAL DEVEVLOPED AVERAGE CN = 88 WILDFLOWER MIX OF GRASSES 85sq.e.,50%BLACKEYEDSUSAN,20% RAINGARDENSTORAGECAPACITY = 0.01 Ac/ft PURPLE CONEFLOW ER, 20% BLAZING STAR, 10% BUTTERFLY WEED POST -DEVELOPED 10-YEAR STORM RUNOFF = 0.75 CIS POST -DEVELOPED 100-YEAR STORM RUNOFF = 1.0 cfs LOWEST ADJACENT GRADE Elev. 82894' 9GNTOINDICATETHE RAN GARDEN PROTECTION AREA -� Pa DING LIMITS GRADE Elev. VARIES 1-31 wR PLANTINGS ,yR T T.O. C: NYOPLI5T RISER 828252tt PLANTING SO a _ _ INV TOF RAIN GARDEN FILTER TARRIC BETWEEN VARIES IV BELOW SOLA GRAVEL I DGE CF PAVEMENT rW I FILTERFABRIC �1 ("BELOW I NVERT �� IZAGR�rvo>CKETI SH e I =� I I I _ _ INVERT OF ("HOPE (PEKE) 82483'NPSTREAM) LI (237U(DOWNSTREAM) u'n (UNDERDRAIN RELEASED FOR CONSTRUCTION PATH SOCK Subject to compliance with all regulations of State and Local Codes AIL City of Camel \ DATE: 09/24/19 PROVIDE CARMEL SOLID CASTING WITH "NO DUMPING. DRAINS TO STREAM" PRINTED IN THE CASTING WITH 1"min. HEIGHT LETTERS AND A FISH SYMBOL PER HAMILTON COUNTY STANDARDS n 36T 2:1 SLOPE OR LESS ON ALL SIDE _ 24 a BACK FILL CATCH BASIN EXCAVATION TO GRADE W/ No. 53 CRUSHED STONE e Qn PLACE STRUCTURE ON 6"min. COMPACTED GRANULAR TILL THE STORM SEWER SYSTEM AND STRUCTURES SHOWN ON THESE PLANS ARE PRIVATE AND SERVICE THIS PARCEL ONLY SHALL BETWEEN RISER STORM INLET SEDIMENT TRAP T. 0. C. NEENAH IRON GUTTER INLET FRAME AND GRATE BARS 0 12" O.C. EACH WAY INVERT CATCH BASIN 24"x24" /2\ LOT TO SCALE (,'3 PVC DOWNSW SIZE TO FIT I 6" WYE PROPOST 6'.6" PVC T 6" PVC DOWNSPOUT DRAIN PIPE I I I I I I I I DOWNSPOUT BOOT DETAIL NOT TO SCALE Gj HOLEY MOLEY S4YS "DIG SAFELY" "IT'S THE LAW" cut Bfl0.Pf 1iN/ OLO 811 KNOW "PS BELOW PER INDIANA STATE LAW 0e-1-26. IT IS AWNST THE uw To EMuyATE WITHOUT NOTISING THE UICEREAWID LOCATION SERVICE TWO (2) WORKING W.K BEFORE CLOWMENCMG WORK. CALL 1-81 ro scheN/e o locale .aqu sf DRAINAGE & GRADING NOTES I. EXISTING TOPOGRAPHY TAKEN FROM KEELER-WEBB ASSOC., DATED 05/07/2018. 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. 3. ALL GRADING/EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. 4. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE SOIL EROSION. 5. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE ALONG 1ST STREET NW AT PROPOSED ENTRANCE. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL WITH TEMPORARY SEEDING PER AMOUNTS SHOWN ON SHEET C4. 7. SEE SHEET C4 FOR EROSION CONTROL NOTES AND PLAN. B. PRIOR TO CONSTRUCTION OF ANY PERMANENT STRUCTURES, ALL TOPSOIL AND ORGANIC MATTER, FROZEN, WET SOFT, LOOSE. OR UNDESIRABLE SOIL SHALL BE REMOVED. TOPSOIL SHALL BE REMOVED TO A MINIMUM DEPTH OF SIX INCHES (C) OR AS NECESSARY TO REMOVE ORGANIC MATTER IN THE AREAS TO BE OCCUPIED BY ROADS, WALKS AND DESIGNATED BUILDING AREAS. 9. TOPSOIL SHALL BE SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER ANY CONSTRUCTION AREAS OR FUTURE EXPANSION AREAS. 10. STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIFICATION OF THE CITY, COUNTY AND ALL AGENCIES IN RESPECT TO DESIGN AND QUALITY OF CONSTRUCTION. GRANULAR BACKFILL SHALL BE REQUIRED UNDER ALL PAVEMENT AREAS AND WITHIN 5 FEET OF THE EDGE OF PAVEMENT AREAS. 11. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C-478. 12. TRENCHES SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND/OR BARRICADED WHEN LEFT. 13. TRENCHES SHALL BE SHEETED AND GRADED AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH O.S.HA STANDARDS TO PROTECT WORKMEN. 14. THE SUBGRAOE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. 15. ALL FILLED PLACES UNDER PROPOSED STORM AND SANITARY SEWER LINES AND/OR PAVED AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED AASHTO T-180 COMPACT TEST OR 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-99. 16. EXTRA STRENGTH REINFORCED CONCRETE PIPE TO BE PLACED UNDER PAVED AREAS AND A MINIMUM COVER OF 24" SHALL BE MAINTAINED. 17. STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT AND AFTER PERMANENT GROUND COVER HAS BEEN ESTABLISHED, 18. THE ABOVE PROPERTY DOES NOT LIE WITHIN A KNOWN FLOOD PLAIN (ZONE •) PER TEMA FLOOD INSURANCE RATE MAP, PANEL NO. 18057CO207G, EFFECTIVE DATE NOV. 19. 2014. 19. ALL PROPOSED 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 SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. 21. ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE BURIED ONSITE OR REMOVED TO DISPOSAL AREAS OFF OF THE SITE. DISPOSAL BY BURNING SHALL NOT BE PERMITTED UNLESS PROPER PERMITS ARE OBTAINED (WHERE APPLICABLE).THE LOCATION OF ON SITE BURY PITS SHALL BE DESIGNATED BY THE OWNER OR THE ENGINEER. 22. REMOVE ALL ORGANIC MATERIAL FROM THE AREAS TO BE OCCUPIED BY BUILDINGS, ROADS, WALKS AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS, WEEDS, GRASS, STONES, ETC. 23. AFTER COMPLETION OF SITE GRADING AND SUBSURFACE UTILITY INSTALLATION, TOP SOIL 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. 24. CONTRACTOR SHALL PERFORM ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO GRADE AS SHOWN ON THE DRAWINGS. 25. ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS ABOVE THE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. ALL BANKS AND OTHER BREAKS IN GRADE SHALL BE ROUNDED AT THE 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 TO THE GRADES MAY BE REQUIRED TO 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 CIVIL 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. LEGEND �® IG STORM INLETS ® STORM MANHOLE it SOIL BORING 0 UTILITY POLE p0 WATER VALVE QT PHONE MANHOLE • UTILITY PEDESTAL FIRE HYDRANT O MANHOLE 'Co CLEAN OUT CW WATER METER 0 LIGHT POLE BOLLARD M ELECTRIC METER OG GAS METER D4 GAS VALVE 0 PROPOSED SPOT ELEVATION EXISTING SIDEWALK PAVERS EXISTING CONCRETE PROPOSED ASPHALT SEE DETAIL 2/C6 1' PROPOSED CONTOUR LINE 5' PROPOSED CONTOUR LINE -�� -- V EXISTING CONTOUR LINE i - - 5' EXISTING CONTOUR LINE - GAS EXISTING GAS LINE PROPERTY LINE - - - - ADJOINER/SECTION LINE ----- RIGHT-OF-WAY LINE - CENTERLINE SETBACK LINE EASEMENT E EXISTING UNDERGROUND ELECTRIC LINES OHP EXISTING OVERHEAD UTILITY LINES T EXISTING UNDERGROUND PHONE TO EXISTING TELECOMMUNICATIONS w EXISTING WATER LINE SANITARY SEWER LINE - - - - - STORM SEWER - - - - - SAW CUT -••• •••- FLOW LINE iiiiiiiiiiiiiiiiiis w PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER c PROPOSED GAS SERVICE E PROPOSED UNDERGROUND ELECTRIC TD PROPOSED FIBER OPTIC PROPOSED GRADING PLAN GRAPHIC SCALE IF 0 20 30 4D an NO ( IN FEET ) 1 inch = 20 it. Z O U U LL � 3 KILL a j s Z m O ol w ~ U 1 0¢ NN NO m a Q o o 0 ® W a, 411111. OQJ E Do co � a c 0 0 I � o c n I-�•I a uG e W c a :- wo a . $ a � co V au aLL LLJ Z W U o U CZ7 O LL1_ � UJI m ZOO) O) w 0 �N = P 0 Q S Z ENUEn O Z W O K 0 4 z U 2LILL 0 J Z w d wz En w MULL IL w 012 0 Z Z Q �U DRAWN BY: TEN CHECKED BY: ALD PROJECT No. 1805-008 SHEET No. C3