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Home My WebLink AboutVINE_HEALTHARE_ADDITIONS-C3-GRADINGA CONTRACTOR TO COORDINATE INSTALLATION OF STR 39 WRH CITY F CARMEL AND G.C. FOR 17-ENG-01 (VETERANS WAY PROJECT) I I SEE DETAIL I/C3 - - - �- EX. STORM SEWER fARIJEL 38 p i.O.C.•825.20 _ _ _ _ D 4I' RCP --42`RCIP WD 813.64' 1 100-YEAR FLO NG - _FLOW PATH 100-YEAR FLOOD ROUTING ELEVATION = 825.50' 8 I 30"DIAM STRUCTURE I I T.O.C.=825.20' 1 6" HDPE S INV. IN = 822.2 12" RCP NW INV. OUT = 8�2 SEE DETAIL ON C7 50' - 6" HDPE @ 1.0% SEE DETAIL I/C3 I RAIN GARDEN LONG X 5-6 x 1' WIPE - - - 2"DEEP, 3:I SLOP ES I I I I I I eWOVEN FILTER FABRIC BETWEEN SOIL 8 GRAVEL U� I ,y i -• ICI � � JOE in 1 IA 11 I�R-� PA,HTEOC LAMING o sn I I I A CONTRACTOR TO COORDINATE IREPAIR STREET, CURB AND WALK INSTALLATION OFSTORMSEWER IFOR INSTALLATION OFSTORM WITH DUKE FOR POLE SUPPORT I SEWER PER CARMEL STANDARDS CARMEL STORM STR. 40 T.O.0 = 825,82' EXIST. 15" RCP E-W INV. = 816.20' (VERIFY) NEW IS"RCP $INV. OUT =816.15' TYPE C-4 PER INDOT SPEC. CARMEL STORM STR. 39 m I II I T.O.C.= 825.88' I EXIST. 12" RCP INV. IN.=813.2' (VERIFY) 136'-6"PVC@3.0%UNDERDRAIN pS�" NEW 12"RCP HOOT IN-821.02' TO DOWNSPOUTS, PROVIDE OUTLET TYPE K-0 PER INDOT SPEC. II FLAT SPREADER, PER DETAIL ON C6 EX. STORM SEWER Mg - - Ir RCP - 93 15' RCB19.U0' - -_ -_Z 15* RCP W819.08' NORTH STREETZpIat) E%. STORM SEWER 519 1.0.C•828.65' _T. N_W_ _ 1st5 -- ----- - VS$" -VsG VSL - FRONT ADA R4i I _ rUPSTR 9YIJRAIN GARDEN 136' -6'PVC @ 3.0% UNDERDRAIN )WARNING SIGN SVN` TO DOWNSPOUTS, PROVIDE OUTLET Px"A p FLAT SPREADER, PER DETAIL ON C6pSEAM B"HDPE CONTRACTOR TO PROVIDE UNDERDRAIN INV. 823.20' DOWNSPOUT BOOT TO UNDERDRAIN, SEE DETAIL I I I I Z � gy @'A'GRPVEL ACKET SHED No e L) p I C� I /1 U RAN UNDERDRAIN I �1 A HDPEN 6'PERT HDPE DUAL -WALL L J WRITES RISER x 825.20' v _ INVERT OF RAIN GARDEN VARIE61.a BELOW_& EDGE OF PAVEMENT FILTERFABRIC AXSA - - 2• BELOW INVERT INVERT OF 6"HOPE (PERE) 8227177(UPSTREAM)) 822.29(DOWNSTREAM) e An 8 z RAIN GARDEN SOIL SPECS should capable of supporting healthy vegetative Planting soil should be a s cover. Sots should be amended with a composted organic material. PROVIDE CARMEL SOLID CASTING WITH A recommended range of a soil mixture is 20- 40 percent "NO DUMPING, DRAINS TO STREAM" organic molerial (compost), 30-50 Percent spend, and 20-30 PRINTED IN THE CASTING WITH 1 "min. percent topsoil, although any sail with sufficient dfoinoge may be HEIGHT LETTERS AND A FISH SYMBOL used for Worelentlon. PER HAMILTON COUNTY STANDARDS Soils should also Mare a pN of between 5.5 and 6.5 (bailer THE INSIDE OF ALL STORM STRUCTURES SHALL pollutant adsorption and microbial activity), a cloy content less HAVE FINISH GROUTING WHICH INCLUDES BETWEEN than 10 percent (a small amount of cloy is beneficial to adsorb BARREL TO BARREL SECTIONS, BETWEEN RISER pollutants and retain water although no cloy is necessary if RINGS, AND AROUND ALL PIPES. pollutant loodings are not on issue), be free of toxic substances and unwanted plant material, and hove a 5-10 percent organic matter content. Additional organic matter can be added to the soil to increase water holding capacity. If brought from off site, sand should be clean, coarse, and conform to ASTM C-33 or AASHTO M-6 (Standard Specification for Concrete Aggregates). RAIN GARDEN DETAIL CROSS-SECTION 1 NOT TO SCALE 03 RELEASED FOR CONSTRUCTION 'Y6,A Subject to compliance with all regulations of State and Local Codes - City of Camel iL�•): �VT�V1�D*VAWML_ l \ DATE: 09/24/19 0 Q O a z LIE UjEJ F H H LLJ U) CI Z 1 I I I DETENTION/BMP NOTES: PARCEL DRAINAGE AREA TO RAINGARDEN = 0.247Ac. SITE ALLOWABLE RELEASE RATE 0.1 cfs/Ac. = 0.03 GIs SITE ALLOWABLE RELEASE RATE 0.3 cfs/Ac. = 0.08 GIs TOTAL DEVEVLOPED AVERAGE CN = 88 RAINGARDEN STORAGE CAPACITY = 0.005 AC/N POST -DEVELOPED 10-YEAR STORM RUNOFF = 0.71 ch POST -DEVELOPED I00-YEAR STORM RUNOFF= 1.37 cfs RAINGARDEN PLANTING LIST: (3) ILEX OPACA (AMERICAN HOLLY) @ & O.c. (6) RHODODENDRON VISCOSUM (SWAMP AZALEA @ A o.c. (9) VACCINUMCORYMBOSUM(HIGHBUSH BLUEBERRY@ 3'O.c. 151 HEMEROCALLIS HYBRIDS(DAY LILIESI@12"o.c. WILDFLOWER MIX OF GRASSES 85 sq.ft., 50%BLACKEYED SUSAN, 20% PURPLE CONEFLOWER, 20% BLAZING STAR, 10% BUTTERFLY WEED THE STORM SEWER SYSTEM AND STRUCTURES SHOWN ON THESE PLANS ARE PRIVATE AND Q SERVICE THIS PARCEL ONLY HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" OuL bs7uhl YOU ms 811 KNOW "TS 6ELOW PER INDiRNA STATE LAW KD I-M. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTmNG THE UNDERGROUND LOCATION SEWCE MU (2) WORKING MK BEFORE COMMEWING W K. CALL T-eoo-.Tea-ssu to :~,hr CARMEL ENGINEERING NOTE 1. The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on os-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (al full flow capacity) shall require as -built certification at the time of construction, prior to bacRfaling the pipe. The contractor is instructed to as-buill each section of storm pipe as it is being installed to ensure compliance with the design plans and as approved by the City of Carmel. P/C DOWNSP SIZE TO PIT 6' 1 PROPOSI 6'x6' PVC I 6' PVC DDWNSI DRAIN NPE DOWNSPOUT BOOT DETAIL NOT TO SCALE C3 DRAINAGE & GRADING NOTES 1. 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/lEARTHMOWNG WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. d. 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. 8. 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 (6•) 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, 1O STORM SEWER STRUCTURES SHALL COMPLY WITH CURRENT SPECIFICATION OF THE CITY COUN TY AND ALL AGENCIES IN RESPECT TO RESIGN AND QUALITY AS CONSTRUCTION. GRANULAR BNCKFISHALL 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. TRENCHESS HALL OPENED MEAD RIF PIPE LAYING TO REVEAL OBST RUCTIONS, AND SHALL BE PROPERLY PROTECTED ABARRICADED WHEN LEFT. 13. TRENCHES SHALL BE SHEETED AND GRADED AS NECESSARY i0 PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH O.S. H.A. STANDARDS D PROTECT WORKMEN. 14. THE RUBE UN SHALL BE MATERIAL SHALL WITH SUITABLE EQUIPMENT AND I ALL SPONGY ATE OTHERWISE UNSUITABLE MATERAL 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 FEMA FLOOD INSURANCE RATE MAP, PANEL NO. 1805700207G, 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 OW 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 PUN 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 S®� STORM INLETS ® STORM MANHOLE ® SOIL BORING UTILITY POLE poi WATER VALVE QT PHONE MANHOLE UTILITY PEDESTAL FIRE HYDRANT O MANHOLE 'CO CLEAN OUT OW WATER METER LIGHT POLE BOLLARD ELECTRIC METER OG GAS METER p0 GAS VALVE e'�as PROPOSED SPOT ELEVATION EXISTING SIDEWALK PAVERS EXISTING CONCRETE PROPOSED ASPHALT SEE DETAIL 2/C6 CONSTRUCTION LIMITS -� V 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 EXISTING UNDERGROUND ELECTRIC LINES E - EXISTING OVERHEAD UTILITY LINES CHIP T EXISTING UNDERGROUND PHONE To EXISTING TELECOMMUNICATIONS EXISTING WATER LINE is SANITARY SEWER LINE - - - - - STORM SEWER ----- SAW CUT -•••••-•- FLOW LINE PROPOSED WATER LINE w PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER PROPOSED GAS SERVICE a PROPOSED UNDERGROUND ELECTRIC E Pa PROPOSED FIBER OPTIC PROPOSED GRADING PLAN FN GRAPHIC SCALE R' 0 20 so w ro Too ( IN FEET ) 1 inch = 20 fL •STATEA. Of • �� •tee -•^' • &...... z O UAl i O O - uN LN 3 O LN - - z z w in w w o LE SDI _11 N O w z z O O O Z Lu U ¢ ¢ m DO LO a o, o o ON o 0 a 7 7 EN N AA 0 0 of C� F w 0 L-I d UC/I� y FF S � A d so �yrT, 6) r Iv•�.I••I N r I// F' o oI OR F OR NAz e W AD, u w o WSJ AT U AD AT x f•�I U a cai a � W FIN Z W U U) ¢ G N U LLI - Li F. NILLI zocc S ❑ wz� P aQ D_22 ❑ O Q S Z NUo V Q Z W 0 DEC Q Z U w ❑ J Z W Q � ? N W = IL 0 � W 0 Z Z oC Q EL > U DRAWN BY: TEN CHECKED BY: ALD PROJECT No. 1805-008 SHEET No. C3