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<br />\ 102 103 104 105 106 107 108 109 110
<br />I A
<br />101
<br />\ I I 492 491
<br />100 WALCOTT STREET
<br />1 112 I Fn 21
<br />\ \ 99 I I
<br />98 97 96 95 94 113 1
<br />458 459 460
<br />\ \ \
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<br />114
<br />TRESTLE COURT _ _ _ _ _ _ UTILITY GENERAL NOTES
<br />92
<br />\
<br />e = wN[ I \ \ \ I 1 —I (_ _ — — _ — 1. CONTRACTOR SHALL PROTECT EXISTING MANHOLES, INLETS,
<br />\ 93 A 115 I 1 \ -i SERVICES DURING THE COURSE OF CONCLEANOUTS, WATER VALVES, FIRE STRUCTION �WATERS, ANO/OR
<br />UCTIONAND REPAIR
<br />\ \\ \ \ \ 91 _ �J — — _ — — — _ — — — — — AND/OR REPLACE IF DAMAGED AT THE CONTRACTOR'S EXPENSE
<br />CONTRACTOSHALL ADJUT EXISTINGCIEAHOUTSR WATER VALVES AND/OR FIREIHHYDRANTS TO FINISH
<br />\ \ 90_ ^l GRADE PER THESE PIANS., SEE GRADING PIANS FOR ADDITIONAL
<br />1 a 7I�at FH GRADING INFORMATION.
<br />2. CONTRACTOR SHALL CONNECT TO EXISTING STORM MAIN, SEWER
<br />\ \\ \ \ G�, I MAIN, WATER MAIN, MANHOLE, AND/OR STUB. IF NECESSARY
<br />\ \ \ 69, —� 457 456 455 454 1 453 452 CONTRACTOR SHALL REMOVE EXISTING BLOWOFF OR CLEuwur.
<br />CONTRACTOR SHALL EXCAVATE EXISTING SEWER MAOR INS, STORM
<br />♦ S'' .. \ \ i I PROPOSED MAINS,
<br />OF CONNER NECTION OF LINES AND LATERALBS ATS
<br />117 \ I 1 PRIOR TO CONSTRUCTION TO VERIFY THE HOWZONTAL AND
<br />\ J\ \ ( VERTICALALIGNMENT PRIOR TO THE INSTALLATION OF ANY PORTION
<br />\ \ \\ 116 \ \ - OF THE PROPOSED UTILITY SYSTEM, CONTRACTOR SHALL INFORM
<br />\ \ S I I THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
<br />\ ( a
<br />\ \ S7 \\ \\\ 169 i ' I 3. ALL TRENCHING AND REPATCHING FOR PROPOSED UNLJTY LINES
<br />CITY OF
<br />174 15iQj"� o i ' MATECA LATERALS
<br />DETAILS U-4 U 5j SHALL BE 94 STRICT U-6 CE AND U-7 (WHERE
<br />\ \ \ \ \ \ 88118 : \ \ ' 9' / ) 366 369 370 SPEPL�� D THE CITY OF MATECA STANDARD
<br />4. UTILITIES TO BE LOCATED IN THE STREET IN ACCORDANCE WITH
<br />\ \ \ 173 / / CROSS SECTION VT' ON SHEET C1.04 AND CITY OF MATECA
<br />\ \ \ 86 6 \ \\ 170 / / g STANDARD DETAIL U-3.
<br />5. PROPOSED IRRIGATION SYSTEM AND OFFSTTE SANITARY SEWER
<br />\ \ \ \ 119 FORCE MAIN RELOCATION SHOWN FOR REFERERTCE PURPOSES.
<br />\ \\\ IIS REFER TO SEPARATE PLANS PREPARED BY HORTHSTAR
<br />172 / ENGINEERING GROUP FOR ADDITIONAL INFORMATION.
<br />UTILITIES
<br />\ \ \ 84 6 \ 0 \ \ a �, / B D THE END OF
<br />PROPOSEDIM OVEMENTS PERK THE CITY OFIMATECA STA14DARDS
<br />\ \ \ \ 120 \ �'t\0 ) ENGINEERAND Ci48 HOURS THECONTRACTOR
<br />TO CONSTRUCTION SO THAT THE Lu C
<br />83 `\\ \ \\ 1Zy�1�V // t, / 367 3667365364 ENGINEER CAN SURVEY THE SNB LOCATION PRIOR TO BACKFILL
<br />\\ \ \\ O� 82 121 �k \\ 0 \ \\§
<br />\ � /
<br />81 122
<br />\ 80 `\ \
<br />\ ` \ 123 \` \
<br />\ \ \ 79
<br />\ \ \ \ \ 78 124 j \
<br />\ 77 /
<br />1. ALL CONNECTIONS TO EXISTING SEWER MAINS
<br />SP
<br />RM
<br />168
<br />j 167 166 165
<br />A? us ipA
<br />- -- ---
<br />SPECIFICATIONS
<br />\ \ \ 76 / � 125-�--
<br />\ \ \ \ 75 j 126 "
<br />127 128 1209
<br />\\ \ \ \ \\
<br />0
<br />/ L/ 6' NON-PoTABLE F MA TEC SNB WITH -LOM OFF �%
<br />`17 VALVE PER CITY OF MPMECA STD DR W-7. PLOW OFF
<br />SLY TO BE ISIRUCIED 6' GATE VAL Z
<br />\ \ 176 F-
<br />\ \LIU
<br />LLI
<br />177 178 179 180
<br />Lu
<br />_- -
<br />\ ry
<br />m UNOSCAPE IR TION
<br />U \ SEE SHEET C9.Ol — C9.L)
<br />\ TU
<br />\ 2' DOMESTIC IRTICAININ STUB WDH
<br />60 30 0 60 \ \ 2' WATER METER AND flACKFLOW\
<br />PREVfMOR PER CITY OF MANTEL \
<br />STD DTL W-10 AMD W -15.
<br />gCOPYRIGHT 2018 NORTHSTAR ENGINEERING GROUP, INC
<br />LLI NG WATER MAF! (HOT TAP OR
<br />CUT I500 WELL
<br />N
<br />I
<br />73 71 70 1 197
<br />72 it Ill
<br />69 # SAL r,
<br />MANHOLES, AND
<br />STUBS TO BE PERFORMED IN STRICT CONFORMANCE TO CRY OF
<br />MATED STADMRDS AID SPEgFiCATKM15.
<br />2. CONTRACTOR SHALL INSTALL SEWER MANHOLE PER CITY OF
<br />MAMEG STANDARD DETAIL S-3, S-5, S-7, S-8, AND S-9
<br />(WHERE APPLICABLE) AND THE CITY OF MATED STANDARD
<br />SPECIFICATIONS
<br />3. CONTRACTOR SHALL INSTALL SEWER LATERALS PER CITY OF
<br />IINTEG STAMARD DETAIL S-12 AND THE CITY OF MATECA
<br />STANDARD
<br />RM GENERAL NOTES
<br />1. A11 CONNECTpNS TO EKISIWG STORM DRAIN M4N5, MANHOLES,
<br />AND STUBS TO DE PFRFORLIED IN STRICT CONFORMANCE TO CNY
<br />OF I.WTIEG STAlI[MR05 AND SPECIFICATIONS.
<br />2. CONTRACTOR SFWL INSTALL STORM DRAIN MANHOLE PER CITY OF
<br />MATECA STANDARD DETAIL D-1, D-3, AIM THE CRY OF MANTECA
<br />STANDARD SPECIFICATIONS.
<br />3. CONTRACTOR SHALL INSTALL STORM DRAIN CATCH BASIN PER CITY
<br />OF MANTEG STANDARD DETAIL D-4, D-5, D-7 AND DETAIL 9
<br />SHEET C1.03(WHERE APP)ME), AND THE CITY OF MANTECA
<br />STANDARD SPECIFICATIONS.
<br />4. CONTRACTOR SWILL INSTALL STORM DRAIN BASIN/OURET
<br />STRUCTURE
<br />WIT IN THE PROPOSED BASIN PER CITY OF U44MCA
<br />STANDARD DETAIL D-6 AND THE CITY OF MATECA STANDARD
<br />TI
<br />'ER GENERAL NOTES
<br />1. CONTRACTOR TO CONNECT TO EXIS
<br />TEE) M STRICT ACCORDANCE WITH CITY OF MATED
<br />STANDARDS AND SPECIFICATIONS,
<br />2. CONTRACTOR SFIALL INSTALL WATER VALVES PER CITY MAINE
<br />AN ARD
<br />STANDARD DETAIL W-6 AND THE CITY OF MATED STANDARD
<br />SPECIFICATIONS.
<br />3. CONTRACTOR SHWl INSTALL 1-1/2' RESIDENTIAL WATER SERVICE
<br />IN ACCORDANCE WITH MATERIALS SPECIFIED PER CITY OF MANTEL
<br />STANDARD DETAIL W-10 AND THE CITY STANDARD SPECIFICATIONS.
<br />PROPOSED WhTER METER TO BE 3/4' PER DIRECTION FROM THE
<br />COMMUNITY DEVELOPMENT DEPARTMENT.
<br />4. CONTRACTOR SHALL RNSTALL FIRE HYDRANTS PER CITY OF
<br />MANTEL STANDARD DEFAL W-8 AND W -8A AND THE CITY OF
<br />MANTEL STANDARD SPECIFICATIONS.
<br />S. COtTiRACTOR SHALL CONSTRUCT CONCRETE THRUST BLOCKS PER
<br />CRY OF MMTIEG STANDARD DETAIL W-4 AND W-5 (WHERE
<br />MPLICF-lE) AID THE CITY OF MATECA STANDARD SPECFlGTIONS.
<br />u
<br />No. 71387
<br />JOB i3-1323
<br />DATE: 2 B 2018
<br />SCALE:
<br />DRAWN:
<br />DESIGN:
<br />CHK D:
<br />SHEET
<br />NUMBER
<br />C5.01
<br />SPECIFICATIONS
<br />\ \ \ 76 / � 125-�--
<br />\ \ \ \ 75 j 126 "
<br />127 128 1209
<br />\\ \ \ \ \\
<br />0
<br />/ L/ 6' NON-PoTABLE F MA TEC SNB WITH -LOM OFF �%
<br />`17 VALVE PER CITY OF MPMECA STD DR W-7. PLOW OFF
<br />SLY TO BE ISIRUCIED 6' GATE VAL Z
<br />\ \ 176 F-
<br />\ \LIU
<br />LLI
<br />177 178 179 180
<br />Lu
<br />_- -
<br />\ ry
<br />m UNOSCAPE IR TION
<br />U \ SEE SHEET C9.Ol — C9.L)
<br />\ TU
<br />\ 2' DOMESTIC IRTICAININ STUB WDH
<br />60 30 0 60 \ \ 2' WATER METER AND flACKFLOW\
<br />PREVfMOR PER CITY OF MANTEL \
<br />STD DTL W-10 AMD W -15.
<br />gCOPYRIGHT 2018 NORTHSTAR ENGINEERING GROUP, INC
<br />LLI NG WATER MAF! (HOT TAP OR
<br />CUT I500 WELL
<br />N
<br />I
<br />73 71 70 1 197
<br />72 it Ill
<br />69 # SAL r,
<br />MANHOLES, AND
<br />STUBS TO BE PERFORMED IN STRICT CONFORMANCE TO CRY OF
<br />MATED STADMRDS AID SPEgFiCATKM15.
<br />2. CONTRACTOR SHALL INSTALL SEWER MANHOLE PER CITY OF
<br />MAMEG STANDARD DETAIL S-3, S-5, S-7, S-8, AND S-9
<br />(WHERE APPLICABLE) AND THE CITY OF MATED STANDARD
<br />SPECIFICATIONS
<br />3. CONTRACTOR SHALL INSTALL SEWER LATERALS PER CITY OF
<br />IINTEG STAMARD DETAIL S-12 AND THE CITY OF MATECA
<br />STANDARD
<br />RM GENERAL NOTES
<br />1. A11 CONNECTpNS TO EKISIWG STORM DRAIN M4N5, MANHOLES,
<br />AND STUBS TO DE PFRFORLIED IN STRICT CONFORMANCE TO CNY
<br />OF I.WTIEG STAlI[MR05 AND SPECIFICATIONS.
<br />2. CONTRACTOR SFWL INSTALL STORM DRAIN MANHOLE PER CITY OF
<br />MATECA STANDARD DETAIL D-1, D-3, AIM THE CRY OF MANTECA
<br />STANDARD SPECIFICATIONS.
<br />3. CONTRACTOR SHALL INSTALL STORM DRAIN CATCH BASIN PER CITY
<br />OF MANTEG STANDARD DETAIL D-4, D-5, D-7 AND DETAIL 9
<br />SHEET C1.03(WHERE APP)ME), AND THE CITY OF MANTECA
<br />STANDARD SPECIFICATIONS.
<br />4. CONTRACTOR SWILL INSTALL STORM DRAIN BASIN/OURET
<br />STRUCTURE
<br />WIT IN THE PROPOSED BASIN PER CITY OF U44MCA
<br />STANDARD DETAIL D-6 AND THE CITY OF MATECA STANDARD
<br />TI
<br />'ER GENERAL NOTES
<br />1. CONTRACTOR TO CONNECT TO EXIS
<br />TEE) M STRICT ACCORDANCE WITH CITY OF MATED
<br />STANDARDS AND SPECIFICATIONS,
<br />2. CONTRACTOR SFIALL INSTALL WATER VALVES PER CITY MAINE
<br />AN ARD
<br />STANDARD DETAIL W-6 AND THE CITY OF MATED STANDARD
<br />SPECIFICATIONS.
<br />3. CONTRACTOR SHWl INSTALL 1-1/2' RESIDENTIAL WATER SERVICE
<br />IN ACCORDANCE WITH MATERIALS SPECIFIED PER CITY OF MANTEL
<br />STANDARD DETAIL W-10 AND THE CITY STANDARD SPECIFICATIONS.
<br />PROPOSED WhTER METER TO BE 3/4' PER DIRECTION FROM THE
<br />COMMUNITY DEVELOPMENT DEPARTMENT.
<br />4. CONTRACTOR SHALL RNSTALL FIRE HYDRANTS PER CITY OF
<br />MANTEL STANDARD DEFAL W-8 AND W -8A AND THE CITY OF
<br />MANTEL STANDARD SPECIFICATIONS.
<br />S. COtTiRACTOR SHALL CONSTRUCT CONCRETE THRUST BLOCKS PER
<br />CRY OF MMTIEG STANDARD DETAIL W-4 AND W-5 (WHERE
<br />MPLICF-lE) AID THE CITY OF MATECA STANDARD SPECFlGTIONS.
<br />u
<br />No. 71387
<br />JOB i3-1323
<br />DATE: 2 B 2018
<br />SCALE:
<br />DRAWN:
<br />DESIGN:
<br />CHK D:
<br />SHEET
<br />NUMBER
<br />C5.01
<br />SHEET
<br />NUMBER
<br />C5.01
<br />
|