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Home My WebLink AboutC3.2 Offsite Grading, Utility & Erosion Control Plan pg. 05z t) 1) N CJ 0 N op M 0 0 0 m 0 0 2 0 0 U U 'U a a t a oo z N 0 11LF.OF c 860.19 =855.63 HP 859.89 ra 0.30% 861.67 861 a:...470�111,:wt a� cs�, r �r3. r,= co- sr=- ,o- il.� v�stAT.7..z -7iv�=3.: A 4. ∎mr.ame. I ∎Nrw7i.� ∎∎'ter ∎�i� ∎'s r∎mr.w. �71 ∎i►''YAI• �Ir ∎Nr� ��v��Y.dh∎∎ Z• 83 F. OF I. L 854 �w -1 33" Rep J DRAINAGE EASEMENT (SEE SHEETS C3.1 &C3.2) QUITCLAIM DEED PROPOSED 20' DRAINAGE. EASEMENT T. N0.2003- 00046802 12156 MERIDIAN ASSOCIATES, LLC RECORDED ON MAY 14, 2003 9.241± ACRES DEED STORM STR. #114 TYPE "J" MANHOLE W/ NEENAH R1772 CASTING TOR 857.00± MATCH EXISTING INV.= 853.04 ASN'AL•T P7 In LOT 58 L.F. OF 33" RCP 0.3896 GRANULAR BACKFILL REQUIRED NOTE: RESTORE BERM TO ORIGINAL CONDITION AFTER INSTALLATION ...oEsTsAtii SEWER. EXISTING LANDSCAPING SHALL BE REPLACED AS DIRECTED BY OWNER. 370' OF 33" RCP 0.38% GRADE GRAND- LAR- BA.CKEJLLREQ'D. NOW OR FORMERLY QUITCLAIM DEED INST. NO. 2003-00046801 12156 MERIDIAN ASSOCIATES, LC RECORDED ON MAY 14, 2003 DEED TRACT HI i 2.50± ACRES DEED 85 ww:;> rr. c •}:c! r,::: 2•,'Ni,: #i:i -i`�- 3 %Y�ih,�: 2.+� t. X� C� }:sSh�iai:RS f�:{ i,'�& �;<V Y".}22�u:�iv` PROPOSED 20' DRAINAGE EASEMENT am lam -STORM STR. #116 TYPE "J" MAHHOLE W/ NEENAH R1772 CASTING TOR 860.75± (MATCH EXIST.) INV.= 851.42 58' OF 33" RCP 0.38% GRADE GRANULAR BACKILL REQUIRED S71 39'56"W 66.72' 1/A 3- ir i�4111■11•411110r/AY 1/i74 Yi�1, :a:.c :�:a_a .wj� wig ,��i 4■ .M.i As, �i�i�AIL �•I1.��_ 1_I►_1111Y4 i i7 �7:►_ar►..�'. IFF in►_ 8s0 W 41 �_w��I��`�L��` ∎I iE T C IO 354.82 END SECTION W/ RESTRICTOR 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 IIF 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. I■■ III SF STORM STR. TYPE "J" INLET W NEENAH R340 3 -F CASTIN TOR =859.00 17 L.F. OF INV. =853.36 12" RCP 0 0.3896 STORM STR. #115 TYPE "J" MANHOLE W/ NEENAH R1772 CASTING TOR=859.00± (M ATCH EXIST.) INV.= 852.83 gam T55 44' I f I jc j__ 15' D. U. E. PLAT OF SPRING LAKES ESTATES INST. NO. 1994-0033343 PLAT CABINET 1, SLIDE 446 25.00± ACRES (PLAT) 9 15326 S.F. 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. 10 15'D. &U.E. 4 l\ 20225 S.F. M.E. EP BC TC 1 NE6'PVC n v. 844.98 SE 6' PVC Inv. 850.01 TC 000.50 BC 000.00 (000.00E W8 PVC Inv. 849.70 r 1 c;i, ,89Z9 h 1 ,�t GRADING LEGEND o N cp co \4 MATCH EXISTING EDGE OF PAVEMENT BOTTOM OF CURB TOP OF CURB CONTOURS FLOW LINE CURB ELEVATIONS SPOT ELEVATIONS D b: `:W i6'cJC.2 s'::f '"nf $b a::: =,..M ik$ c 203.08' CS 6 0E 0 9 A bC3 II NI 20674 S.F. 4' P.A.E. 11 ill. 1 It I attetteta 1 1 S71 39'56 "W 49.39' co S` P /A.E Z 115'D. &U. E. IN SILT FENCE EROSION CONTROL LEGEND SILT FENCE INLET FILTER hn �i SAND BAGS EROSION CONTROL BLANKET GRAVEL CONSTRUCTION ENTRANCE LJ Z cE I GUY GUYANCHOR WATER UAL Vf EXISTING FIRE HYDRANT TELEPHONE PEDESTAL SIGN GAS VALVE GAS LINE MARE? 964. I PROPOSED 20' 272.97' DRAINAGE EASEMENT 272.97' PROVIDE OUTLET PROTECTION PER THE LAKE OUTLET PROTECTION DETAIL ON SHEET C5.2. CONC. END SECTION 41V,--:851.20 10 E 2O EXISTING DETENTION POND NP= 851.15± TELECOMMUNICATIONS MANHOLE II t ELECTRIC MANHOLE RIGHT-OF- WAY MARE? FOUND OVERHEAD UTILITY POLE SYMBOL LEGEND SURVEYMONUMENT FOUND (AS NOTED) SECTION CORNER MONUMENT (AS NOTED) P PLATTED BEARING AND DIMENSION D DEEDED BEARING AND DIMENSION LSR LOCAL SER ROAD EXISTING CHAIN LINK FENCE GAS UNDERGROUND GAS LINES WTR UNDERGROUND WATERLINES UCT UNDERGROUND TELEPHONE LINES OVND OIERHEAD UTILITY LINES EXISTING SECTION LINE USING MONUMENTAT ION (AS N ROW RIGHT OF WAY CENTERLINE OF RIGHT-OF-WAY SNOWS EXISTING fLOWLINE WITH DIRECTION MAJOR CONTOUR INTERVAL _FIVE (5) FEET MINOR CONTOUR INTERVAL ONE 1 TOOT C CALCULATED BEARING AND DIMENSION MEASURED BEARING AND DIMENSION CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES 7IOWN 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 z CS 41 t t 1.4 •..4 L 2, 4 ,4 c6 it 0 w 0 w a DRAWING NO. w w Z co Q ZO Z Z Q J Q 0 >0 oE ac w p W Z w 0 CC 0 ac Cr ooW0< Z Z 0 a 1 w r 0% M C3.2 SHEET OF TITLE: OFFSITE GRADING PLAN 0 3 0 0 w v J v 0 00 0 Q) co 00 0 f l G INLET ON( RM STR. #104 CASTIN E R- 3455 -C 1 3 0 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 00 00 1-- P ROPOSED OFFSITE 14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. SCALE: 1"=40' 0' 40' 80' IN2004.0387.071.PH2.C21. C21•C42a.PLANS.DWG