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Home My WebLink AboutC3.2 Offsite Grading, Utility & Erosion Control Plan pg. 05DRAWING NO. SHEET OF TITLE: OFFSITE GRADING PLAN 0 0 U v u c 0 •0 2 L Z N CO rT 0 i Z_ v N N j w J 0 0 pgi U 5 li co W ,w v a 0 co 0 I- 0 0 -J Iw N TYPE INV =8 HP 859.89 4" RCP X I. 861 •�ri I ��I,..��t� :�7��i.�iW WAS �W�_ AM G�Z i� �ntaia I C: Z Trp-��,. .r. L�,p 7 =!s�:Q ZTr�=Q�s a G =Q. ie�ri■i ■i /N� rAlAW �`i�i '4L.W∎`M .da% �A Ate ∎W ∎i A-W I :ice_ �V ii ..4. -a.�� 1-. r rip t 7. r r wir .0 AR.=,:gfr, j„,■;;.0,,, .c is E� _:�_1 3• 7. STORM PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 C3.2) PROPOSED 20' DRAINAGE EASEMENT STORM STR. #114 TYPE "J" MANHOLE WI NEENAH R1772 CASTING TOR 857.00± MATCH EXISTING INV.= 853.04 ASPHALT PARKING LOT QUITCLAIM DEED INST. NO. 2003-00046802 12156 UIER1DIAN ASSOCIATES, LLC RECORDED ON MAY 14, 2003 9.241+ ACRES DEED 58 L.F. OF 33" RCP 0 0.38% GRANULAR BACKFILL REQUIRED NOTE: RESTORE BERM TO ORIGINAL CONDITION AFTER INSTALLATION OF STORM SEWER. EXISTING LANDSCAPING SHALL BE REPLACED AS DIRECTED BY OWNER. 370' OF 33" RCP 0.38% GRADE GRANULAR- B,ACKEJLLREQ'D. NOW OR FORMERLY QUITCLAIM DEED INST. NO. 2003-00046801 12156 MERIDIAN ASSOCIATES, LLC RECORDED ON MAY 14, 2003 DEED TRACT III 2.50+ ACRES D® PROPOSED 20' DRAINAGE EASEMENT -STORM STR. #116 TYPE "J" MANHOLE WI NEENAH R1772 CASTING TOR= 860.75± (MATCH EXIST.) INV. 851.42 58' OF 33" RCP 0 0.38% GRADE GRANULAR BACKILL REQUIRED S71 39'56"W 66.72' III iECTIO END SECTION 354.72 INV =854.31 SLOTTED 12" DRAIN RISER PER SEDIMENT BASIN DETAIL ON 11 SHEET C4.2. 1 END SECTION W/ RESTRICTOR PLACE INV. =853.43 (SEE DETAIL)",-' GENERAL GRADING NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. SEE SHEET C3.1 FOR CONTINUATION OF ON -SITE STORM SEWER 17 L.F. OF 12" RCP 00.38% STORM STR. #115 TYPE "J" MAHHOLE W/ NEENAH R1772 CASTING TOR= 859.00± •IIIM OM. (MATCH EXIST.) INV. 852.83 ■tSF STORM STR. #11 TYPE "J" INLET WI NEENAH R3403 -F CASTIN TOR=859.00 INV.=853.36 MED WWI SONO .11M11. 41111.• Es .4 .2 .k ?tO.Yry 1 44 1 -------------riv--- I 15' D. U. E. -,1 --IS 1 103 1 1 1 1 1 I i\ 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO CITY OF CARMEL, INDIANA STANDARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 10 20225 S.F. ex c 5 NE 6 PVC nr. 849.98 SE 6" PVC Inr. 850.01 W 8' PVC Inv 849.70 r I ,8g J i C PLAT OF SPRING LAKES ESTATES INST. NO. 1994-0033343 PLAT CABINET 1, SLIDE 446 25.001 ACRES (PLAT) 9 15326 S.F. M.E. EP BC TC 10001 GRADING LEGEND TC 000.50 BC 000.00 (000.00 i i MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS v i MIK ED r «s u fie E �fxr, V !rim am Mut VI", 203.08 s t 11 20674 S.F. 'I k ND. U. E. SF) e l 10 r) i i i r99. r i ri S71 39'56 "W 49.39' co IN SILT FENCE Z 115' D U E 1 N 01 08' 7" 1234 2 148 \1 S.F. I EROSION CONTROL LEGEND SILT FENCE INLET FILTER SAND BAGS EROSION CONTROL BLANKET GRAVEL CONSTRUCTION ENTRANCE 0 Sri 10 GIN ANCHOR WATER VALVE EXISTING FIRE HYDRANT TELEPHONE PEDESTAL SIGN GAS VALVE GAS LINE ARKER PROPOSED 20' 272.97' DRAINAGE EASEMENT EXISTING DETENTION POND NP= 851.15± TELECOMMUNICATIONS MANHOLE ELECTRIC MANHOLE RIGHT-OF-WAY MARKER FOUND F cz. OW. IEADUTILITYPOLE 272.97' PROVIDE OUTLET PROTECTION PER THE LAKE OUTLET PROTECTION DETAIL ON SHEET C5.2. CONC. END SECTION 10 08'18 ter21' SYMBOL LEGEND SURVEY OMIT FOUND (AS NOTED) SECTION CORNER MONUMENT (AS NOTED) P PLATTED BEARING AND DIMENSION D DEEDED BEARING AND DIMENSION LS.R. LOCAL SERVICE ROAD EXISTING CHAIN LINK FENCE GAS UNDERGROUND GAS LINES WTR UNDERGROUND WATER LINES UGT UNDERGROUND TELEPHONE LINES OVHD OVERHEAD UTLITYLINES EXISTING on LINE USING MONUMENTA TION (AS NI ROW= RIGHT OF WAY CENTERLINE OFRIGHT OF -WAY SHOWS EXISTING f L O W U N E NTH D I R EC T I O N MAJOR CONTOUR INTERVAL FIVE 5 tLL 1 ,MINOR CONTOUR INTERVAL ONE I FOOT C CALCULATED BEARING AND DIMENSION II MEASURED BEARING AND DIMENSION SCALE: 1"=40' 0' 40' 80' CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES MOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND IN2004.0387.071.PLAN.DWG