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HomeMy WebLinkAboutCivil Plans 4.18.19 11QI C 10 BEEHIVE INLET RIM=869.66 W 12"RCP=866.16 INV=867.14(S) I® SM SIR /104 R INV=866.55(N) I _ =INV=866.45(S) I W of IZA RCP 0 0.e0X I __III F-j� If -I1 STM S R �103 NEEFIM R-3405 TOC=869.50 INV=865.92(N) INV=865.82(SE) -I -63' of 12' RCP 0 02% CURB INLET - - I I TC 869.23 I GUT=868.78 Irk RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City yof Calme d (\�� �VT\Vt�D*tiYWML DATE: \ 06/17/19 9 1 6 1 7 CURB INLET TC=870.69 GUT=870.14 N 12"RCP=866.59 h \ - i 21 `4tl B>> AREA INLET 2 AREA INLET3 \ TOG=6]D.9D roc86865 INV=868.10 INV=888,85 \ PROPOSED BUILDING I GFA=111350 FFE=871.20 I M.F.P.G.-868.00 \ I - M.L.A.G. = 871.101 t /`CLEANOUT 2 CLEANOUT I IN�668�800 � IN� fiB]Ol 6 CURB INLET rC=869.50 GUT=869.00 NE 12"RCP=865.85 UU STORM IIN=866.60 J \ 1 I II 1 � /IUll ,ly ,(� SANITPRV I i=884.2] 4 IIII! 1 BO' B STORM INVINV 8.33 SANITARY INV=Bfi6.28 1 yrin 863. 4U11� / ,OffI 6 10'INV=Bfi4.50 I •-11 I / II 7 I / 5 STORM IW=863.87 OL. SANITARVINW=859V=859.0 130' of 15' RCP O 865; NS "> I s I ISM SIR /102 T- T\\T I T- 7 7 __-__TDC=8 TOC=868.80 I _ NEDl1H R-3405 \\ INV=864.22(W) ITOC=86.26( {('�:I - INLET INV=863.97(NE) _ I 6C=B6949 INV=865.26(NW) f,UU yy�� \\ INV=865.06 ISE 12'ACP-8866'd0]4 \\� I _____ _ _________' � o_ ` CURB INLET 03II TC=868.31 III cur=867.88 II INV=863.10 II 9 8 7 6 5 CURB INLET TC=868.42 GUT=867.88 E 12"RCP=864.27 N 1 i f 1!I1.I:tL'44 TOC=868.1 INV=863.64(SW) INV=863.54(E) of le RCP 00.0% NN AN FIRE HYDRANT 5 4 2 DRAINAGE PLAN NOTES CARMEL REQUIREMENTS ODOWNSPOUTIROOF DRAIN POINT OF CONNNECTON. COORDINATE WITH ARCHITECTURAL PLANS. 1. NO EARTH DISTURBING ACTNITV MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT vry p O P HDPE DUAL WALLED HANCOR HQ OR EQUIVALENT ROOF DRAIN@1.0%MINIMUM PERMIT. 3 `p z t V � y O 3O8'HOPE DUAL WALLED RANCOR HQ OR EQUIVALENT ROOF DRAIN@1.0%MINIMUM 2. DECORATIVE SIGNS, UNDS. FENCES. LIGHT POLES R LANDSCAPING MOUNDS, FENCES, PERMITTED WIT Q ry H O iP HDPE DUAL WALLED RANCOR HQ OR EQUIVALENT ROOF DRAIN@1.0%MINIMUM OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN :Q THE RIGHT-CF-WAY. m V O4-SUBSURFACE DRAINS, PERFORATED DUAL WALLED HANCOR HQ OR EQUIVALENT 3. M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE O m O M.F.P.G. OF ALL STRUCTURES FRONTING APOND OR , w OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD 7 m p w O m ELEVATIONS, WHICHEVER IS GREATER, FOR ALL El WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, UPI - NY -- z AND AOTHER STRUCTURE MEMBER WHERE FLOOD v, T y "� r CP r N WATERS CAN ENTER A BUILDING. A M.L.AG.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WAU(OUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW ram, Ol _ WELL.CD W �/ W v GENERAL DRAINAGE NOTE) 12. IF ANY EXISTINGU STRUCTURES TO REMAIN ARE DAMAGED DURING Cl u S CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY W 0 rn TO REPAIR ANDIOR REPLACE THE EXISTING STRUCTURE AS Z U 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. W AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH 13. WHEN PERFORM ING EXCAVATIONS DURING PERIODS OF WET Z, t) Q CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND m 0 o PREVENTION PLAN. GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. Hy C @ TL 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION(INDOT) 14. COMPACTED -Br BORROW BACK FILL REQUIRED OVER ALL UTILITIES rh 2 N y STANDARD SPECIFICATIONS. LATEST EDITION, FOR BASIC MATERIALS IN PAVED AREAS. AND CONSTRUCTION METHODS. THE SECTIONS BELOW FORGO N v VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH MEN Z, .O J REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. - '-c SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE r', Go PIE / APPLICABLE. 16. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM W �yY / 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE LINES WITH PLUMBING DRAWINGS UNDER/ AWWORAND LOCATIONSERVICE TACTTHE T LEAST OWNERA2HOURSPRIEE TO 17. FOULOWALL SEWERINSTALL AL AND STATE CODES IN REFERENCE TO STORM SHOULD UAND SWALLEAR TO B IN OWNERAN UOR NTH ENGINEER SEWER INSTALLATION. SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED _ IMPROVEMENTS. IT SHALL BE ALL EXISING SIBILITY UTILITIES WHICH 18. ALLEXISTINGMANHOLE HGRCATCH IENTIO S. SHALLBE IF CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH ADJUSTED TO NEW FINISHGRADE ELEVATIONS. m S CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE 6 PLANS. 19. TPIPES CONSTRUCTION LIMITS ARE TO BE CLEANED OUT zm Fe ma mrc pr7i ? OUT TOO WITHIN REMOVE ALL SILT AND DEBRIS. 3 z� z iz iv I 4. THE PLANS SHOW THE LONSTUOFALL CORDIUTILITIES LOCATEDWITHIN o o a om L BE CURB INLET PROVIDED BY LITHE VA IONSTRUCTOOMPANI S,PREVNG TO INFORMATION 20. ALLSTORM OASSUPIK ECOTIONS NNECTI NATSTRURES CTUREI WA PROVIDED PAINS AND UTEMDEOMPANI OBSERVATION GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. E p /� TC=868..T0 ABOVE GROUND PLANS ANDASEVIDENCED BVOBSERVATIONOF 63; 33333333 II� / WT=86].79 ABOVE BY THEGUARANTEED. SURVEYOR. THE ACCURACY 21. ALL STORMWITH PAVE SETA AND SHALL HAVE TRAFFIC AREAS IN BE FLUSH >'rc 'rc 'C 'rc INMP863.75 OF THIS INFORMATION IS NOTGUARANTEED. COVERS. 5. SWILL WIVE TRAFFICBFARING RING AND SUMP=8Bf.30 COVERS. w ry m m m m a m m= r 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO R Q R R R LOCATEUCTIO UMDES.TTHE LOCATION LINES, ETC. WITHIN NOTHE 22. ALL STORM SEWER STRUCTURES SHALL HAVE ASMOOTH UNIFORM EXI$ NGFlRE HYDRANT CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY 23. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO 1 CONTRACTOR. FINAL TURNOVER TO THE OWNER. I� 6 THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND 24, ALL HDPE PIPE SHALL BEDEAL WALLED, HANCOR HiAIDS N-12PIPE imm s� 11 VERIFY MY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF OR APPROVED EQUAL. % Ip ALL UTILITIES. ~ CURB INLET 25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO tryryry ]. ALL CONSTRUCTION ON THI$$ITE TORE PERFORMED IN END GAPS, CLEANOUTS,REOUCERS, ETC., SHALL BE OF HDPE �Q02 ry TC=a67.4O COMPLIANCE WITH O.S.HA. STANDARDS FOR WORKER SAFETY. MATERIAL COMPARABLE WITH STORAGE PIPES. w J 3 (;u 0 s 111� cur=ass.sz W HE S. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 26. PROVIDE BACKFILL WITH A MINIMUM OF 4- BEDDING MATERIAL OF 48 E 12"RCP=863.50 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. AGGREGATE COMPACTED IN 8-LIFTS TO 95%MAXIMUM DRY puS k"0a0 DENSITY. _ ¢ O" O" "O �` p a p U rc I I 8 15"RCP=863.50 9. IT IS THE CONTRACTORS RESPONSIBILITY TOVERIFV LOCATION, o w w °w w z n z SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, 2]. VERIFY EXISTNG STORM INVERT ELEVATIONS PRIOR TO STARTING mm Lu UJ PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER NEW STORM SEWER CONNECTION. s OF ANY CONFLICT ANDIOR DISCREPANCIES IN THE CONSTRUCTION i £ ," ✓, m w w -w DOCUMENTS. 28. THE PROPOSED STORM SEWER ON THIS SITE$HALL BE PRIVATE. 4 m E 0 z rc 10. MNNTAINIU'HORIZONTALANDI8-VERTCALCLEARANCEBETWEEN 30. REFER TO SHEET C602 FOR STRUCTURE DETAILS REFERENCED ON >w ~ LL --� STORM I SANITARY SEWER SYSTEMS AND DOMESTICIFIRE LINE THESE PLANS, SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE 111p11111I111/pIYY CURB INLET SWILL BE 0900 WATER MAIN GRADE PVC. `ay'COTTRG TC=867.47 11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE WT-866.94 VERTICAL SEPARATION MIS MEASURED FROM THE EXTERIOR OF THE III I W12'RCP=86J.57 PIPES) SPNITPRYSEWERS. WATER MAINS PNDSTORM SEWERS IS 18- OR LESS.I if PE71300279, %SAE OFit SA t zi- yNunHHHHH51UN201 III �5 - STEVEN SWTf RUCKERRE. 113W2/9 DRAINAGE PLAN LEGEND UTILITIES LINE TYPES ,q FIRE DEPT HOOKUP COMMUNICATIONS JUNCTION BOX RIGHTOF6PAV_NE FIRE HYDRANT © COMMUNICATIONS MANHOLE - - - - FENCE qdl POST INDICATOR VALVE © COMMUNICATIONS PEDESTAL GUARDRAIL ' ® WATER METER 0 COMMUNICATIONS RISER BOUNDARY LINE WATER VALVE F TRAFFIC SIGNAL POLE ... ... ... FLOW LINE 1 ®a GAS METER 1 TRAFFIC SIGNA 500� INDEXOONTOUR GAS VALVE O„ STORM CLEANOUT 501 INTERMEDIATE CONTOUR (D ELECTRIC MANHOLE BEEHIVE INLET c c c UNDERGROUND GAS © ELECTRIC OUTLET G CURB INLET w w UNDERGROUND WATER ELECTRIC METER • FLOOR DRAIN E(A)EIAI AERIAL ELECTRIC 0 ELECTRICAL RISER 0 ROUND INLET -E-E e UNDERGROUND ELECTRIC Z TRANSFORMER 0 SQUARE INLET c ^ UNDERGROUND COMMUNICATIONS W z .� GUYANCHOR ® STORM MANHOLE EIAI GAl AERIAL COMMUNICATIONS _ ELECTRIC JUNCTION BOX ® DOWNSPOUT Fo Fo UNDERGROUND FIBER OP I IC Q 0 GENERATOR SANITARY SEWER CLEANOUT FgAI Fqq ATRIAL FIBER OPTIC CABLE U UTILITY POLE ® LIFTSTATON -GLU-i OVERHEAD UTILITY Z E /AI /40' UTILITY POLE WI TRANSFORMER SANITARY SEWER MANHOLE Fu Im FORCE MAIN a 8 MONITORING WELL SANITARY STUB MANNER SAry SAry SANITARY SEWER LATERA- L, LIQUID PROPANE GAS TANK SANITARY 3NTER MAIN OTHER S ORNAMENTAL LIGHT Tu�TN ROOF DRAIN Z D h( STREETLIGHT SIGN - - - - - - SLB SURFACE DRAIN '�y v -- e0 PARKING LOT LIGHT(1 HEAD) ® POST ti STORM SEVIER MAIN " CI, GATEPOST D D LIMITS OF DISTURBANCE I.L. a 4a BOLLARD ® PARKING METER z Z a z It PARKING WHEEL STOP O z _ p ACCESSIBLE SPACE 0 W E G} EMERGENCY FLOOD ROUTE ABBREVIATIONS ,V*' FLOW DIRECTION AND SLOPE T.� W to ROW RIGHTOFWAV N x a LU g ESMT EASEMENT • O rLA D.aLLE. DRAINAGE AND UTILITY EASEMENT - FEE FINISH FLOOR ELEVATION y TOO TOP OF CASTING SE Iq1 O �/ .6 GNP CORRUGATED METAL PIPE F4 /� RCP REINFORCED CONCRETE PIPE E � C/I TD A a' we POLYVINYL CHLORIDE PIPE Know what's below. -SHEETING. VCR VITRIFIED CLAY PIPE Call before OU dl O O HDPE HIGH DENSITY POLYETHYLENE PIPE Y 9 DIP DUCTILE IRON PIPE Woo 00-3a Call 1 SSD SUB SURFACE DEAN PIPE S 24 ns 800-3 G,s, M44 SAN STORM SCALE: 1" = 20' a xo�m o Iky,TAG ]WIC" w1-2 SAN SANITARY IT I wGAINS STAGE LAW oc a CAVALE STR STRUCTURE PROJECT NO. ROUND CO CLEANOIIT LEGATEE E SERVES ERE (2) SHHRKIN 0 10 20 40 DAALS BEFORE COMMUNING WOW, W18.0605 4 3 2