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HomeMy WebLinkAboutCivil Plans 4.18.19 15QI 10 9 8 ] 6 5 4 3 2 1 UTILITY PLAN NOTES GENERAL UTILITY NOTES 0 SANITARY SEWER NOTES 1. THE CONTRACTOR SERVICESHALLAT EAST M HOURS TS MY WORK MDS ND AL m LOCATION SERVICE AT LEASTR HOURS PRIOR TO ANY WORK AND SHALL °n GO AGO z CONNECT PROPOSED 6'PVE SDR-35 SANITARY SEWER LATERAL TO CONTACT THE OWNER ANCHOR ENGINEER SHOULD UTILITIES APPEAR TO BE IN C HIT � EXISTING SANITARY SEWER STUB. COORDINATE CONNECTION WITH CONFLICTWITH THE PROPOSED IMPROVEMENTS. ITSHALLBETHE 0 alMEP. PROVIDE CLEANOS UTS AS REQUIREDHOWN. VERIFY INVERTS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES QC ON EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. N AS REQUIRED. 'C 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN v -OV $® EXISTING SANITARY SEWER. THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY C O O'O THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS JJ PROPOSED SANITARY LATERAL CLEANOUT TYPE I(IN LANDSCAPE EMDENED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET C801. SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. z G ADHIF PH h FIN 3 ® PROPOSED SANITARY LATERAL CLEANOUT TYPE 2(IN PAVED AREAS 3. THE CONTRACTOR SHALL CONTACT ALL UFILITY COMPANIES TO LOCATE MAINS, h v ONE El p OUTSIDE OF 3- OF BUILDING). REFER TO DETAIL ON SHEET Ci CONDUITS, SERVICE LINES,ETC. WITHIN THE CONSTRUCTION LIMITS. THE oN� hOh N LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND TION WITH APPLICABLE CD 3 @ AREAS ONLYPROPOSED). RIEFER TO DLEARY ETAIL ON SIL HEET C801TYPE 3 (IN NON -PAVED �ILITY COMPANY) IS THE EXPRESSEDRNTEENAINCE DURING CONSTRUCTION (IN ESPOEIBILLIITY OF THE CONTRACTOR. 3 as m Q MAIN STREET - ®S 1500 GALLON GREASE INTERCEPTOR, REFER SHEET C831 4. THE ALLCONTRACTOR SSOCIA ED WITH THE INSTALLATION OF ALL UTILITIES. VERIFY MY / AND ALL FEES ASSOCIATED WITH THE IETALLATION OF ALL UTILITIES. / ELECTRIC NOTES: / S. ALL CONSTRUCTION ON EEPERFORMEDINCOMFLIANE WITH A FOR W O.S.H.STANDARDS FOR WORKER S ER SAFETY. COORDSERVICE DROPLOATE MID C LOCATION TO TRANSFORMER. R. COLLINE FROM C/1 - _ \ % CONNECTION EDGWITH POWER 6. ANY PART OF SANITARY PAVEMENT STORM SEWER TRENCHES RUNNING UNDER OR 'CD CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. WITHIN S'OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. N O1 ADJUST AS REQUIRED.24- EC CONDUITS TO BE INSTALLED WITH PULL STRINGS. ]. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND c LL ELEVATION OF EXISTING G UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS ^ W C y P O PROPOSED TRANSFORMER PAD LOCATION. COORDINATE WITH RELATED TO THEIR WORK. NOTFY ENGINEER OF ANY CONFLICT ANDOR `J r'l LU - UTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED. DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. C c � r7`I E3 / / \,.\ BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE 8. MAINTAIN tD HORIZONTAL AND IB'VERTCALCLEARANCE BETWEEN STORM CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. SANITARY SEWER SYSTEMS AND DOMESTCIFIHE LINE SERVICE. SANITARY i \ ADJUST AS REQUIRED. SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE C CL c PVC. Z N U E�x ��,���• c c \ COMMUNICATION NOTES: 9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL \.J -Np x I •1 SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)BETWEEN ED Be C1 COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE SANITARY SEWERS, WATER MANS AND STORM SEWERS IS I8'OR LESS. MEN �J ° UNESNTOCONNECTIONPOINFASSHOWN. ADJUSTASREQUIRED. ••G1'. \ n_�,, [4-1CO FIVECONDUIT TO TOBEDEI* ROUNDED WIRE STRINGS. 10. IF MY CONSTRUCTION STRUCTURESTHE REMAICONTRACTORS CTORSARE MAGEDRESPONSIBILITY DURING r-, J ° W • \ \ J�li CONTRACTOR TO PROVIDE Ia6 GROUND WIRE AT THE D-MARG GONSTRUGTION, IT SHALL BE THE GONTRAGTORS RESPONSIBILITY TO REPAIR F+I m _ / LOCATION.] LINES ANTICIPATED FOR SERVICE. (4 PHONE, 1 FO,1 ANCHOR REAR -ACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO \\ \ \ //�� _1 /� / SECURITYAND I FAXHMODEM)I EXISTING CONDITIONS OR BETTER. Vill\ \ \ \ I`I �/ / C2 PROCOOVIDER FOR CONNECTION O EXISTING PEDEDINATE CONNECTION WITH SITE DRAWINGS S TAL. DSEMICE 11' WHEN ADEQUATE IEWATERNG, DRAINAGE AND GROUND WATER ER, MANAGEMENT TO CONTROL MOISTURE OF SORTS, u� ® \ --�_ �_ ____ GAS SERVICE NOTES: 12. COMPA MD-B- BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED oo \' �f� AREAS. IzIT m p o o m¢ 8"IN\'=OBI EU AREA INLET2 AREA INLETS \ \ \\ \ \\ / /�/ Ci1 TO CONNECT PROPOSED TUGS SERVICE ND COORDINATEEXISTIG SERVICE 13. ALL UTILITY STRUCTURES IN PAVED AREAS BE FLUSH WITH PAVEMENT L5f o8 CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER 3 z z TOC=B]0.90 TOC=B]D 90 1I^' t0 ❑ INV=868.10 INV=868.65 \ \ \\ �I III PROVIDER. AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. e o = o o Apartment MORE RODE DRAINS. REFER TO l \ I I G2 PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS 14. PRONDETHRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING 633333333333 1,1/ AND COORDINATE WITH SERVICE PROVDER. TAP CONNECTION. Bldg.' C600 FOR DESIGN INFORMATON. PROPOSED BUILDING \ \ 11 III II^ O GFA=111350 1 II III 15 FIRE SERVICE. CONN CAPO BUILDING WITH WATER COMPANY FOR DOMESTIC AND DOMESTIC AND FIRE LINE. COORDINATE .E Ri .ERR R G2 FFE=871.20 1 \ I WITH PLUMBING DRAWINGS. POST INDICATOR VALVE 6' WATER < e' N n N m 2 I SERVICE GLEANOUT I II III EXIS NGFlRE HYDRANT o _ s 8$ S& e e a ` 2- DOMESTIC VALVE TOG-8]0.]0 2y. NVOPLA$T INLETI I III 16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH 2- WATER DOMESTIC SERVICE INV=Bfid.]0 LOCAL UTILITIES. WITH 2' WATER METER SET INSIDE \INV=Bfifi800 UP II III m �N$ WITH BACK -FLOW PREVENFER 1]. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE. Sd C1 CLEPNOlIT2 INV=865.T0 'P I II I III LIGHT POLES,COMMUNICATON SERVICE AND IRRIGATION SYSTEM. z F W CLEANOIfF t E3 TOC=8]1.10 C! TOC=B]tID INV=Bfifi]U \�CLEANOUF II 18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND Ennw i1-" INV=868.80 TOC=870.90 I II III S INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. z w FT # CLEANOM INV=886.]0 ,/T�1, u 2$ul III TOG=B]090 ✓ I III 19. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH iy yY _ INV=8fi890 HOPE ROOF DRAINS. REFER TO FLUMBINGDRAWINGS. w'3 O f� _ C600 FOR DESIGN INFORMATION. rp I 111 '''` 20. FOLLOWALL LOGALMDSTATE CODES IN REFERENCE TO DOMESTIC/ FIRE to w vwi o w rt PROPOSED FIRE DEPT. HOOKUP \ I I BORE PROPOSEDWATER INSTALLATION AND STORM SEWER I SANITARY SEWER INSTALLITON. ,S k"ooa _ �s000°pawE Ec I IIN AIHE W III IOULEVARDG D 21 SANITARY TS SHALL EGRANUW BACKFI�LLI FOR ENT RERUN.COMMUNICATION v o w w 0 of 0 [Z} g g NET TAP TO CONNECT 22. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVE$ < k 0 0 0 o a o �+ ,9 ,9 PROPOSED FIRE HYDRANT O EXISTING WATER MAIN iF'T'wmNw n WI UNDERGROUND VALVE SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. om -n0i HYDRANT$HALL BE FINISHED I II III w a a a a m n V u a rc RED FROM THE FACTORY HDPE ROOF STORM INV=B6B60 23. PROVIDE I8' MINIMUM VERTICAL CLEARANCE BETWEEN I O DETOE00FOR SANITARVIN =86 2] \ SANITPRVNA ER STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL _ CONCRETE CRADLE IF CLEARANCE IS LEE THAN 18' -III DESIGN 3 -I ==�� ��� 1 \\\1111111rr II I, INFORMATION. INV=�6.00 \ 500TTgG 6' WATER I I I I 6' WATER 14.�.Qrj,015TEp:.,,.C,�HA STORM INV=86633 I III _j •'+, `7 SANITARY INV=Bfi4.28 l I II III - 'PE71300279, u INV=863.]5 TOC=8fiEE CLEAN9 8 N. ll I III J STATE OF ;p SAMPLE BOX INV=�3.60 95 Row •�"\%MgIAN„h'ddf'. INV=863.65 ",i TONAL § it I III III III %ry„.>1111BY0\1 t0'INV=864.50 ��RA&11 6TEVPN 6WTT RUCKPAeE.113IJ WZ/9 I II E2 I UTILITY PLAN LEGEND SANITARY MANHOLE I UTILITIES LINE TYPES -I I TOC=8fi8.90 I I 8'INV(N)=858.00 FIRE DEPT HOOKUP COMMLNICATIDN3 JUNCTION BOX Ary Ary SANITARY SPAHR LATERAL III 8' STORM INV=8fi3.8] INV(S)=85].80 SANITARVINV=859.0 I Yq1 FIRE HYDRANT © COMMUNICATIONS MANHOLE SANITARY SEWER MAIN IJ POST INDICATOR VALVE el COMMUNICATIONS PEDESTAL :M nu FORCE MAIN III I ® WATERMETER ® COMMUNICATIONS RISER UNDERGROUND WATER ��" • • S< 37' Of 8' PVC Q 1.0% San. MH M WATERVALVE IF TRAFFIC SIGNAL POLE PIAp.E- AERIAL ELECTRIC 4 1 Rim Elev. 86Z88 _� E� GAS METER / TRAFFIC SIGNAL � UNDERGROUND ELECTRIC Z /���� -III W%W` ° I 11 Inv. 856.68 GAS VALVE ®n STORM CLEANOUT Oxu T,> OVERHEAD UFILITY _ `s I \I I BEEHIVE INLET c c c w V �° \\ © ELECTRIC MANHOLE UNDERGROUND COMMUNICATIONS / III aL� C2 I sAry SAry / I O CURBINLET © ELECTRIC OUTLET IN JAI AERIAL COMAIUNIGRION3of I _ ry ELECTRIC METER 0 FLOOR DRAIN mo p UDERGRWND FIBER OPTIC V r e C r ROUND INLET Q I © I ID ELECTRICAL RISER %IXAI%IXA AERIAL FIBER OPTIC CABLE Z E - � /� 11 TON BOX c -1M c .Tu MAIN - t� INV 85].10 Q SQUARE INLET i 1,741 I I ® TRANSFORMER UNDERGROUND GAS Q ® STORM MANHOLE a I E1 ly -f GUYANCHOR STORM SEWER � '� - T T T -T 111 ELECTRIC JUNC ® DOWNSPOUT ROOF DRAIN W € -IJJJJ 2 m GENERATOR ®o SANITARY SEWER CLEANOUT ______________ SUB SURFACE DRAIN Z III I \\f \\ I I QT 104 fJ UFILITY POLE ® LIFTSTATION ... ... ... FLOWLINE Z Tay v �A 1 I -- UNUTY POLE Al TRANSFORMER �EOn' SANITARY 3EWERM4MIOLE RIGHT OF WAYLINE �r '� __________________ I B MONITORING WELL p„igF SANITARY STUB MARKER FENCE Hi LL LIQUID PROPANE GAS TANK T T T T GUARDRAIL O 2 \\� I ORNAMENTAL LIGHT BOUNDARYLINE �j Lou z 1 STREETLIGHT ti z z e 00 PARKING LOT LIGHT H HEAD) O V] OU a LOT 103 ABBREVIATIONS W ~b C w ROW RIGHTOFWAV ESMT EASEMENT Di DRAINAGE AND UTILITY BASEMENT WO O F w FEE FINISH FLOOR ELEVATION ¢ IT1 O F .e TOO TOP OF CASTING F'I'M CMP CORRUGATED METAL PIPE W E CIO U3 � a RELEASED FOR CONSTRUCTION I RCP REINFORCED CONCRETE PIPE Know what's below. $HETNO. P/C POLYVINYL CHLORIDE PIPE Call before you dl VCR VITRIFIED CLAY PIPE C 9 ^ 00 Subject to with all regulations HOPE HIGH DENSITY POLYETHYLENE PIPE Within 00-na Call (�,J[ DIP SUBTLE IRON PIPE S 84 Flows 800-382-5544 of State and Local Codes SSD SUB SURFACE DRAM PIPE $•(,ALE] 1 " = 20' asI xoon o TPAOAG DarsWIC ° wan City Df Camlel STM STORM IT I wGAINS STAGE LAW oc e-A-p E h EXISTING FIRE HYDRANT $AN SANITARY IT s T NE E ,aw r EXCAVATE PROJECT NO. W 18.0605 STIR STRUCTURE rvreau rvonn rvc THE UNDESCROUND oC rlox FEE cE[CEC TC iION 5�N( EJ W, VLt\lV' l co CLEANOUT 0 10 20 40`onn BEFORE 6 urvErvc Nc wox. DATE: 06/17/19 9 B 7 6 4 3 2 1