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HomeMy WebLinkAboutCivil Plans 4.8.19 15zl 10 1 9 1 8 1 ] MAIN STREET / c �G / a 4 �Gt� sllu�-1 ti — — —T--7 S. AREA INLET TOC=8]0.90 \ ® AREAINTOC-87890 © 90 /3 Story Irvv=eee.lo \v-naafis Apartment / HrFn� HOPE ROOF DRAM 3 REFER TO Bldg/be Se C600 F SIGN Nijano'"Qn" PROPOSED BUILDING afte POST INOlcnroR VALVE a FFE=871.20 z'WATE �ERmcE S WITH WATER METER SET INSIDE TV WITH BACK -FLOW PREVENTER CI INV-866.70 PROPOSED FIRE DEPT. HOOKUP S4 GLEANOUT2 TOC=B]I]0 CLEANOUT1 TCC=8)1AO E1 6 ]0 INV=868.80 INV=86 III HDPEROOFDRAINS. REFERTO CLEANOOr DROP FOR DESIGN INFORMATION. III TOC=8]0.90 INV=86B.90 I - IIIHDPEROOF STORMINV=866?0 DRAINSFSANITARY IN C600 V=8 642] `\ TO C FOR DE DESIGN IINFORMATION. INV=B6380 S SAMPLE BOX — 1 rIG-n 6$ IF —III INV=863.6B L —III I CLEANOUT C-868 Oc-86a80 NV=85)80 II - Iql a/ �. --- -- III _— — --- qf-T-I-I-T-T -1 ,�T -T-1-1 � 7TT� RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City at Camped �VT�VI�O*tiYWM<_ DATE: \\ 06/17/19 9 7 E3 )O U.E. APT. BUILDING 104 LOT 103 6 1 5 1 4 INVTE64]0 ��l ill 11 III IEX INLET 11 1 III CLEANOUT 1 L.y�1 I1 III I11 70 V=864TOC�]1 1 L� II III Ill IN.]0 I yy \ II� III BOULEVARD OULEVARDD( WATER I 1 l J II �II 111 6 FROPOSEDFIREH MZkIWE I WI UNDERGROUND VALVE HYDRANT SHALL BE FINISHED -{� RED FROM THE FACTDRV "� ] III _ �II STORM6633 F WATER SANITARYARY IN INV=5G42A8 jl I III I III CLEANOUT TOC=86888 IN 95' ROWIL K =863]0 I III III III III / AIP A II �� IRS MH Elev. 867.88 856.68 i'3a.2' I 1I II � II IIII II FIRE HYDRANT WATER MAIN 2 UTILITY PLAN NOTES GENERAL UTILITY NOTES SANITARY HEWER NOTES 1. SHALL CT UNDERGROUND THCATION 0 N V HOURS PRIORCABLE LOCATION SERVILE AT LEAST ]2 HOURS PRIOR TO ANY WORK AND SHALL SERVICE TEAST 72 ANY O 3 Z CON NECT PROPOSED X SANITARY BE WE R LATERAL TO EXISTI MG CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN B SANITARY SEWER STU B. CCORDINATE CONNECTION WITH MEP. CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE HE � � IS PROVID E CLEANOUTS AS REQUIRED/SHOWN. VERI FV INVERTS ON RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTI NG UTILITIES C EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUSTAS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. REQUIRED 'O m J �$ EXISTING SANITARY SEWER. 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY vF �OV SOa WO L` TH E VARIOUS HE LAITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AN D AS C HGN O k PROPOSED SANITARY LATERAL CLEANOUT TYPE I(IN LANDSCAPE EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE _^ AREAS WITHIN 3'OF BUILDING). REFER TOOETAILON SHEETONAII SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. Cym CH 3 z ry C V SO V PROPOSED SANITARY LATERAL CLEANOUT TYPE 2(IN PAVED AREAS 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, h N m a PIS �Q OUTSIDE OF 3'OF BUILDING). REFER TO DETAIL ON SHEET[CSH]. CONDUITS. SERVICE LINES. ETC WITHIN THE CONSTRUCTION LIMITS. THE O - LOCATION AND PROTECTION OFUTILITY STRUCTURES . THEIRSUPPORTAND hO.V G PROPOSED SANITARY LATERAL CLEANOUT TYPE 3(IN NON -PAVED MAINTENANCE DURING CONSTRUCTION UN COOPERATION WITH APPLICABLE 3 mmm 2 AREAS ONLY). REFER TO DETAIL ON SHEET[C801. UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. ®$ GREASE INTERCEPTOR, REFER TO PLUMBING PLANS FOR DETAILS. 4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. ELECTRIC NOTES: 5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH N COORDO.S.H FROM BUILDINGELECTRCOOR A. STANDARDS FOR WORKER SAFETY. Vi SERVICE BERVICE DROP LOCATION TO TRANSFORMER. COORDINATE TIONT IN 6. - OR B ORM SEWER RUNNING UNDER OR '00 CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. WITH IN 5 OF PAVEMENT WITH GRANULAR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. O 1 � � � ADJUST AS REQUIRED. 2-0" EC CONDUITS TO BE INSTALLED WITH 'llwwWll��I' PULL PULL STRINGS. ]. IS THE RESPONSIBILITY TURVERIFY LC, AND W ELEVATIONIT OF EXISTING PAVEMENTS, ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS NTT t. O TRANSFORMER N. COORDINATE WITH UTILITY RELATED TO THEIR WORK. NEER OF ANY CONFLICTANOIOR 1 rT, PROVIDER IEXISTING MEW TRANSFORMERIS DISCREPANCIES IN HE CONSTRUCTIONDOCUMFY ENTSDOUMENTS ;.L Wes/ t E3 BUILDING ELECTRICAL LINE POINT OF CONNECTION COORDINATE 8. MAINTAIN IBHORIZONTAL AND I8" VERTICAL CLEARANCE BETWEEN STORM I r�T�II I�W U_Q CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. SANITARY SEW ER SYSTEMS AND DOMESTICTIR E LINE SERVICE. SANITARY ADJUST AS REQUIRED. SEWER LINE I N PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE d s PVC. .T To Z-NW COMMUNICATION NOTES: 9. CONTRACTOR TO INSTALL CONCRETE CRADLES WH EN THE VERTICAL V SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN HJ Ci COORDINATE AND CONNECT BUILDING COMMUNICATION SEE AGE SANITARY SEWERS. WATER MAINS AN D STORM SEWERS IS I8'OR LESS. MEN J LINED) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. r--II TJ [4") PVC CONDUIT TO BE INSTALLED WITH PUL-STRINGS . 10. IF ANY EXI STING STRUCTU RES TO REMAIN ARE DAMAGED DURING W J m CONTRACTOR TO PROVIDE IN GROUND WIRE AT THE D-MARC CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR LOCATION. ] LINES ANTICIPATED FOR SERVICE. I4 PHONE. 1 ED, 1 ANDIOR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO SECURITY AND 1 FAXIMODEMd EXISTING CONDITIONS OR BETTER. C2 COORDINATE CONNECTION WITH SITE DRAW NGS AND SERVICE 11. WHEN PERFORMING EXCAVATIONS DO RING PERIODS OF WET WEATHER PROVIDER FOR RELOCATION OF PEDESTAL. PROVIDE DRAINAGE AND GROUND WATER 101ST MANAGEMENT TO CONTROL MOIBTURE OF SOILS. ENT TO CONTROL '$ GAS SERVICE NOTES; 12. COMPACTED 'B` BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. m5 . z } sz Gi NECT GASTO E REFER - '3 1 - TO AND CICE RDINATE WITH SERVICGAS TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE 13. ALL UTILITY STRUCTURES IN PAVED FLUSH WITH PAVEMENT PROVIDER. PROVIDER. RINGAREAS AND SHALL HAVE TRAFFIC BEARING RING ANO COVERB. AND COVERS G C G = G is Q X i: PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS 14 PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING AND COORDINATE WITH SERVICE PROVIDER. TAP CONNECTION a! 8! zi� > 15, CONTRACTOR SHALL COORDINATE NTH WATER COMPANY FOR DOMESTIC AND FIRESERVICE CONNECT TO BUILDING DOMESTIC AND FIRE LINE COORDINATE WITH PLUMBING DRAWINGS. ,M 2 2 V 2 F R o$o 16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH LOCALUTILITIES. 17. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT POLES, COMMUNICATION SERVICEAND IRRIGATION SYSTEM. Z UVW 18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND Mi12 INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 0SS ¢SS< 19. COORDINATE LOCATIONS AND CONNECTIONSOF BUILDING STORM LINES WITH r V V E PLUMBING DRAWINGS. w £ 2 0 20. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTICIFIRE LINE t aV Fpu p w N INSTALLATION AND STORM SEWER /SANITARY SEWER INSTALLATION. C Is r000 LL LL .w� 21, SANITARY SEWER LATERAL. WATER SERVICE ,&ELECTRICAL/COMMUNICATION n 'R N n z CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. - iIF >>ow a y u 22, ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES r C rc ¢ ¢ o mw SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. zmz "R5ISn c AI.au,� 23, PROVIDE 18' MINIMUM VERTICAL CLEARANCE BETWEEN >N E SANITARYMATERSTORM SEWER PIPES AND ALL OTHER PIPES. INSTALL - CONCRETE CRADLE IF CLEARANCE IS LESS THAN 16" UTILITY PLAN LEGEND UTILITIES LINE TYPES FIRE DEFT HOOKUP ITH!© COMMUNIGATIONSJUNCTION BOX AN -Ary SANRARY SEWER LATERAL Yi FIRE HYDRANT © COMMUNICATIONS MANHOLE SANITARVSEWER MAIN ICJ POST INDICATOR VALVE © COMMUNICATIONS PEDESTAL rN Fn FORCE MAIN WATER METER (D COMMUNI ATIONSRISER UNDERGROUND WATER I I I I r EXISTING FIRE HYDRANT I 5 4 (PE11300279 41S SPATE OF / 411WO19 ItLCKEK P.E. 1I G2] ISSA WATER VALVE IF TRAFFIC SIGNAL ROLE la Ela AERIAL ELECTRIC GAS METER I TRAFFIC SIGNAL ­E —E P— UNDERGROUND ELECTRIC z GAS VALVE ®n STORM CLEANOUT - y aIu­ OVERHEADUTILITY © ELECTRIC MANHOLE 6 BEEHIVE INLET UNDERGROUND COMMUNICATIONS W � . © ELECTRIC OUTLET ® CURB INLET uAi�Ii AERIAL COMMUNICATIONS 0 ELECTRICMETER ® FLOOR DRAIN- UNDERGROUND FIBEROP9C U ® ELECTRICAL RISER ® ROUND INLET rcvw rcvw AERIALFIBER OPTICCARE , 0 TRANSFORMER ® SQUARE INLET _� R� UNDERGROUNDGAS � z , /l T0 GUY ANCHOR ® STORM MANHOLE STORM SEWER MAIN 2 ELECTRIC JUNCTION BOX ® WN DOSPOur STM $TM ROOF DRAIN Red0 £i GENERATOR ®E SANITARY SEWER CLEANOUT---------- ---- SUB SURFACE DRAIN C! fj UTILITY POLE ®^ LIFT STATION �... _).... �..._ FLOW LINE y UTILITY POLE WY TRANSFORMER ® SANITARY SEWER MANHOLE RIGHT OF WAY LINE 1-ti x 8 MONITORINGWELL S.k*8 SANITARY STUB MARKER K K • FENCE ¢ IL CT IF D PROPANE GAS TANK T T T GUARDRAIL C W ORNAMENTAL LIGHT BOUNDARY LINE ��jj REET SLIGHT H z MB PARKING LOT LIGHT I1 HEAD) O Q vi U ABBREVIATIONS W N N N ' i11 W >R ROW RIGHT OF WAY O a 3 L ESMT EASEMENT , O 1r-I D.&L1.E DRAINAGE AND UTILITY EASEMENT F- I FEE TOG FINISH FLOOR ELEVATION TOP OF CASTING . E A FT4 F4 O Ia-I r� E, CMP CORRUGATED METAL PIPE • 'i Ui IN I --I ROD REINFORCED CONCRETE PIPE II�. Know WIIBt'SMelow. SHEET NO. PVC POLYVINYL CHLORIDE PIPE Cdll before dI PIPE VITRIFIED CLAIRON OU Y 9 HOPE HIGF DENSITY POLYETHYLENE PIPE p KYAVP Indi000 Call 0 0 DIP DIP DUCTILE DUCTILE IRON PIPE V 811 0/ 80N SSD SUS SURFACE DRAIN PIPE SALE: I" = a rvrk 7 Arys N, ZD' ¢4 Hours a Cop T STM STORM N C STATE c SAN SANITARY SE PI1-- CI NO. STRUCTURE mm CO CO CLEANOUT O I) ZO 4U`w W18.0605 3 2 1