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HomeMy WebLinkAboutCivil Plans 4.8.19 11e vE 10 1 9 1 8 1 7 1 6 BEEHIVE INLET RIM-869.66 W 72"RCP=866.16� T0C=870.40 INV=861.14(5) '.® SRA SIR Ill 1I I NEENAH R-3405_ TOC=870.30 INV-866.55l I INV=866.45(S) I as of 12' RCP 0 GAIN If SfM STR ;T03 NOI R-3405 TOC=869.50 I1.921 INv-865.82(SE) 63• of 12' RCA 0 090x� CURB INLET - - TC=869.23 GUi=868. 78 I CURB INLET TC-870.69 GUT=870.14 N 12"RCP=866.59 'C- - a HE -\� ® \ S. SIR 17-1 48 \ \ / INV=BE]50 Ek \ 1 II` LET2 TOCES7DSD TOC-870L9EF INVINtiT 3 PROPOSED BUILDING GFA=11,350 I \ FFE=871.20 I \ 5 M.F.P.G.- 868.00 \ I M.L.A.G.=871.10 1 �CLEANOUT2 CLEANOUT11 / IOC=8I1.10 IOC-SEA7D fia INv=e.aD INv=eae.D 6' 1 z 7 4 I Via STORM INV-66640 SANITARY I =964.2] �NN�,I I /I •\ TAT \ SLIT � 59 ISTM STR /,02 NEENAH R-3405 6(E)5E T2_A869.74 66 yy \\ /INV-865.2(NW) 6UT- \O\ IIW-865.0, \\ CURB INLET TC=869, 50 GUT=869.00 NE 12"RCP=865.85 5 CURB INLET TC=868.42 GUT=867.88 E 12nRCP=864.27 o III EX � \24'NYOINLET/ SAW INV;A%10 I� II II , (III IiII \ II`.1TE•-Q1B1Fb3 STORM INV-863.87 SANITARY INV=858.94 / II I I 1 II II L� I III II II II 4 3 2 DRAINAGE PLAN NOTES CARMEL REQUIREMENTS CE ODOWNCPOIIT. ROOF DRAIN POINT OF CONNNECTION COORDINATE WITH ARCHITECTURAL PLANS. 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT uAA P O6•HnPF CUA WA I FD HANCOR TO CAN FCUIVALENT ROOF DRAIN @1.0%MINIMUM PERMIT. z;z F OF I RULE COAL WALLED HANCOR NO OR EQUIVALENT ROOF DRAIN @10%MINIMUM 2. DECORATIVE SIGNS. SPRINKLER SYSTEMS, TREES. > C r- LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR wr Od ID' HOPE DUAL WALLED RANCOR HO OR EQUIVALENT ROOF BRAIN 01.0%MINIMUM OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-OF-WAY. C6 F ^ m NC OS 4- SUBSURFACE DRAINS, PERFORATED DUALWALLED HANCOR HUT OR EQUIVALENT �- ^OSID V ND Vt a .F 3. M.P.G.= MINIMUM FLOOD PROTECTION GRADE c 7 o M.FP.GOF LL OOR k SHALL BE TOSS THAN OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ITCH FEETVE 4 ` N M 3 ANY ADJACENT 100.YEAR LOCAL OR REGIONAL FLOOD z C TIE SET TIE ELEVATIONS, WFICHEVER IS GREATER. FORALL 0 SE PC W C WINDOWS, LOOPS, PIPE ENTRANCES, WINDOW WELLS, To = = --- / AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD ,C h O'd WATERS CAN EWER A BUILDING. O G 2 •� M M m 4. MLAG.=LO\VEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. )INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES. SUPPORTPOST, OR PIERS, AND RIM OF THE WINDOW a WELL _W W c � GENERAL DRAINAGE 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY LJ.I 0 Z TO REPAIR AND/OR REFLACE THE EXISTING STRUCTURE AS f� - L 1. THE CONTRACTOR ADHERE TO ALL TERMS AND CONDITIONS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. W ] L _ THE EPA AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERALN PD. E.S. U PERMIT FOR STORMWATER DISCHARG E ASSOCIATED WITH 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET W z DOODLE JCTION ACTIVITIES AND STORMWATER POLLUTION WEATHER, PROVIDE ADEQUATE DEWATERI NG. DRAI RAGE AND N PREVENTION PLAN. GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. Iwwww1 C N T 2. REFER TO THE IN DIANA DEPARTMENT OF TRANSPORTATION (INDOT) 14. COMPACTED UP BORROW BACK FILL REQUIRED OVERALL UTILITIES Fh Z N STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS IN PAVED AREAS. �•/O AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR Cs N VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH MEN z J REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. TJ m SECTIONSTHE INOOi STANDARD SPECIFICATIONS MAY ALSO BE r.t 1y m APPLICABLE . 16. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM / LINES WITH PLUMBING DRAWINGS. 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE LEAST 72 HOURSPRIOR / UNDERGROUND LOCAFSHAULONTACT 17. FOLLOW ALL AND STATE CODES IN REFERENCE TO STORM ANY / SHALLCONTO OWNER EER TH OWNERANT SEWER INSTALLATION. LLATIO SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED SHOULD UTILITIES B IN WITH THE = IMPROVEMENTS. IT SHALL BE EXISING 18. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE `g ALLUTILITIES WHICH CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH ADJUSTED TO NEW FINISH GRADE ELEVATIONS. B CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS 19. EXISTING LIMITS ARE TO BE CLEANED m 5 C ¢ } 5 ¢ - C ALL TANDDEBRIS. OUT TO REMOVE ALL SILT AND DEBRIS. OUT _ .:3 1 - 4. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED p N WITHIN THE LI M ITS OF CONSTRUCTION ACCORDING TO INFORMATION 20 ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE B IS - A d _N CURB INLET PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT G C G _ G 3 ; 3 3 3 TC=868.30 CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF CVi=867.79ALLTORMWERVEDREAS ABOVEGROUND SURVEYOR THE ACCURACY 2T RE FLUSH BEARING o-'K 'K 'K '¢'¢ INV=86613 TION IS NOT GUARANTEED OF THIS INFORMATION IS NOT GUARANTEED. WITH PAVEMENTSHALL HAVE TRAFFIC BEARING RING AND TAND SHALL HAVE IN C P = m m COVERSVEMENTAND SUMP=961.30 COVERS. 5. THE OR CONTACT ALL UTILITY COMPANIES TO o LOCATE MAINS. CONDUITTHELOCATIOS, SERVICE N LOCATE AIMS. CONDUIT 22. E ATO SMOOTH UNIFORM =�•Q�n�6 2 2 V 2 AFIRE HYDRANT AND PR TECTIWITHINOTHE CONSTRUCTION LOCATION AND PROTECTION OF POUREDALL INVERTHRILL POUREDMORTARCHANNELFROM INVERT INTOINVERT OLR. MORTAR CHANNEL FROM IN -- o UTILITY STRUCTURES THEIR SUPPORT AND MAINTENANCE DURING THEIR CONSTRUCTION(INWITH APPLICABLE UTILITY 23. AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE EXPRPERATI E COMPANY) THE EXPRESSED RESPONSIBILITY OF THE TO BE CLEANED TO DEBRIS TORE ALL SILT AND DEBRIS PRIOR TO O CONTRACTOR. TURNOVER TO CIA NER FINAL TURNOVER TO THE OWNER. N 6 THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND 24. ALL HOPE PIPE SHALL BE DUAL WALLED, RANCOR HQ, ADS NET 2 PI PE w V VERIFY ANY AND ALL FEES ASSOCIATED WITH TH E I INSTALLATION OF OR APPROVED EQUAL ALL UTILITIES. o w w E¢ CURB INLET 25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO ¢f TC=867.40 7. ALL CONSTRUCTI ON ON TH IS SITE TO B E PERFORMED IN END CAPS, CIEANOUTS, REDUCERS,ETC., SHALLBEOFHDPE r0z0o COMPLIANCE WITH O.S.HA. STANDARDS FOR WORKER SAFETY. MATERIAL COMPARABLE WITH STORAGE PIPES. wF4o GUT=866.92 wwm > 8. ANY PART OF STORM SEWER THEN CHIPS RU USING UND ER G R WITHIN 26 FEET DE BACKFI LL WITH A MINIM UM OF 4• BEDDING MATERIAL OF a p ¢w E 12 RCP=863.50 5'OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. AGGREGATE COMPACTED IN B'LIFTS T095%MAXIMUM DRY X BE a g y i BE o 8 15"RCP=863.50 DENSITY,- 0 9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, m 0 SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, 27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTNG i�SS id 'u PAVEMENTS, ETC AS RELATED TO THEIR WORK. NOTIFY ENGINEER NEW STORM SEWER CONNECTION. !,C w w ww OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION OGCUMENTB. 28. THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. _ m 5 g g II II� �1 10_ MAINTAIN 1 P HORIZONTAL AN D JET VERTI CAL CLEARANCE BETWEEN W REFER TO SHEET C602 FOR STRUCTURE DETAILS REFERENCED ON STORM IAANITARV SEWER SYSTEMS AND DOMESTICIFIRE LINE THESEPLANS. SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATERLINE _ IA' SHALL BE C900 WATER MAIN GRADE PVC. CURB INLET Np\WnY111LSCOTT C� �I I TC=86747 11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE p G2,�•�'G6T III n GUT-86694 VERTICAL SEPARATION( AS MEASURED FROMTHE EXTERIOROFTHE AT12RCP-863.57 BETWEENAVIARY SEWERS, WATER MAINS AND STORM III I SEWERS ROW/ II M STORM ANHOLE BRIMRM 8 INV-863.33 SIIA SIR #100 'NEENAH R-4342 TOC=868.1 INV=863.64(SW) s INV=863.54(E) of law RCP 0 0i IE STM STR ►,a, �I� NEENAH R-3405___ 1 y TOC=868.80 IN/=864.22(w) �_ ==�RCP =___ INv=883.97(NE)2 -----------= s CURB INLET jll TC=868.31 III GUi=867.88 II INV=863.10 II II RELEASED FOR CONSTRUCTION 1 Subject to compliance with all regulations 1 of State and meal Codes City of Calmel EXISTING FIRE HYDRANT ���1IN DATE: 06/17/19 9 B 7 6 4 CJEN3L' 1IItLCKEKI'L. IIBW DRAiNAGEPLANLEGEND UTILITIES LINE TYPES V FIRE DEPT HOOKUP COMMUNICATIONS JUNCTION BOX RIGHT OF WAY LINE C FIRE HYDRANT © COMMUNICATIONS MANHOLE FENCE LJ POST INDICATOR VALVE © COMMUNICATIONS PEDESTAL ' ' • ' ' GUARDRAIL IS WATER METER ® COMMUNICATIONS RISER BOUNDARY LINE IRC WATER VALVE TRAFFIC SIGNAL POLE ••• ->... ... - FLOW LINE GAS METER O TRAFFICSIGNAL 500� INDEX CONTOUR hA GAS VALVE w STORM CLEANCTE 501 INTERMEDIATE CONTOUR ELEGTRICMANHOLE 0 BEEHIVE INLET c c � UNDERGROUNDGAS ® ELECTRIC OUTLET 0 CURB INLET w w UNDERGROUNDWATEB ELECTRICMETER 0 FLOOR DRAIN RA Elnl AERIAL ELECTRIC ® ELECTRICAL RISER 0 ROUND INLET e e e UNDERGROUND ELECTRIC Z 0 TRANSFORMER ® SQUARE INLET -C-C-C UNDERGROUND COMMUNICATIONS W T' GUY ANCHOR ® STORM MANHOLE C4/J qA1 AERIAL COMMUNICATIONS ELECTRIC JUN DID ON BOX ® DOWNSPOUT FO FO UNDERGROUND FIBER OPPC Q m GENERATOR O„ SANITARY SEWER CLEANOUT FRA FOIA AERIAL FIBEROPTIC CABLE U 1 UTILITY POLE LIFT STATI ON 0HU QHJ OVERHEAD UTILITY 2 UTILITY POLE W/TRANSFORMER ® SANITARY SEWER MANHOLE FM Fu FORCE MAIN ® MONITORING WELL SANITARY STIR MARKER sn,. sAx SPNITARY SEWER LATERAL Ed o LIQUID PROPANE GAS TANK SANITARY MAIN CI ORNAMENTAL LIGHT OTHER ROOF GRAIN GRAIN STREETLIGHT a SIGN - - - - - - - - - - - - - - SUB SURFACE DRAIN z2 otl PARKING LOT LIGHT II HEAD) ® POST STORMSEWERMAIN O GATEPOST UL BOLLARD LIMITS OF DISTURBANCE UL 1 U, ® PARKING METER W z 1 PARKING WHEEL STOP z a 6, ACCESSIBLE SPACE O O ABBREVIATIONS o- EMERGENCY FLOOD ROUTE FLOW DIRECTION AND SLOPE FC/Ti, N W rF, \^-I ROW RIGHT OF WAY N ' ne Eu ESMT EASEMENT 0 F-1 D.&U. E. DRAINAGE AND UTILITY EASEMENT , O FEE TOG FINISH FLOOR ELEVATION TOP OF CASTING FT'I H W Fv�yl, CMP CORRUGATED METAL PIPE `.T' VV E F4 O BOB REINFORCED CONCRETE PIPE RL Vi fA I -I PVC POLYVINYL CHLORIDE PIPE I. KDOW what's below. SHEET NO. VIP VITRIFIED OLAV PIPE Call before d HOPE HIGH DENSITY POLYETHYLENE PIPE OU Y 9 DIP DUCTILE IRON PIPE p wrlhin [all O 0 SBO SUBSURFACE GRAIN PIPE V 00-J Bl%0/800-382-5544 STM STORM SCALE: = ZD' rvrk Hours a Cop ]SW SAN SANITARY Ca R PLATE c STRUCTURE LAW _ rl:� cl NO. GO CO CLEANOUT mm NOFIFFING THE p o ) D zo 4oL�Tlo�o� I°Po M°N :?,, V Y U 1 W18.0605 V 0605 JJ 2