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R/W <br />"In <br />2' GAS LINE <br />14' 0 STORM <br />30' <br />T.O.C. <br />BACK OF WALK <br />f: a <br />STA. 10+00 LINCOLN <br />Connect INTERCONNECT to existing T MAIN. <br />See Detail 2, Sheet 5 <br />U ■N <br />0 <br />N •U <br />Street Light <br />as required to tie <br />ig 8' Main 12' from rE <br />EXISTING EXPANSION JOINT <br />14.75' ' <br />■ t t• <br />f8" MAIN LINE <br />14" 0 STORM <br />LINCOLN ROAD <br />4 GAS LINE \ S.D.I. <br />\ \ E.P. <br />3' GAS LINE \ — GUTTER <br />T.O.C. <br />BACK OF WALK <br />i <br />�— STA. 9+70 <br />2' GAS UNE <br />Relocate Sprinkler Heads (4) 1 111 9 5 0 1 III I EXPANSION JOINT <br />I� 111 I <br />t' 0 PLUM TREE III I <br />OMITS OF CLEARING AND GRUBBING <br />' 111 1 <br />111 1 19' 0 OAK <br />Electrical Secondary /I <br />(Approx. location) � / /// / <br />INSTALL 35 S.Y.t OF <br />(CURB,MINOR GUTTEROkCRETE 18" 0 OAK <br />SIDEWALK) 2, o / <br />it 0 PLUM TREE <br />J / / <br />CONFORM TO EXIST21.75' <br />ING / 15' 0 OAK <br />BACK 0(TYPAIx • 1:1 /O <br />\7/ <br />5 — 4 SIDEWALK 15' g / J / // FIRE HYDRANT <br />SAW CUT AT NEAREST /` �„` ( '.... f-" r, �) DRAWING <br />WEAKENED PLANE JOINT / /// oo <br />CLEARING AND GRUBBING LIMITS OF ° / / / ,_' ung -s ,y <br />/ // ��� N , r,. .�g sLs 410_ .Bl a� a f _ <br />25'—g' <br />I 6' 0 PLUM TREE <br />MONOLITHIC SURFACE TROWELED / / Ar P sore Using This Drawing Should Ve4y <br />I I SMOOTH AND GROOMEDm.4 Or, w ins',)ectmP, The Site Of Work <br />E P SCORE <br />2 5'-47 2 16' R <br />17' SLOPE: 1/4 per 12' <br />TOP OF CURB / CONC. DRIVEWAY <br />GUTTER FLOW UNEI / RESIDENCE 1216 <br />:::::::::. <br />...................................................... <br />. <br />Zr ACAFTER <br />COMPACTION FULL 4' R <br />I SEE SIDEWALK CURB <br />2*'fear, AND GUTTER DETAIL <br />SOD7 12' <br />this page / / <br />4'-1fi ,r /// D ETAI L 1 <br />e VAULT (TYP.) <br />/ SCALE: 1" = 10' <br />TYPICAL SECTION SIDEWALK DETAIL <br />SCALE: 1 = 2' SCALE: 1" = 1' <br />CL <br />CONSTRUCTION LINCOLN VILLAGE MASTER <br />T.R. , CA. .0 . '�/W� � _ � _. _ � t � � � �' � � � `, a �', �, J""'AQUIN <br />AS SHOWN DETAILS ;' QUANT/TIES METERED INTERCONNECT 6 6 <br />ONN <br />BASE BID <br />QUANTITIES <br />ITEM <br />NO. <br />DESCRIPTION <br />ESTIMATED <br />QUANTITY <br />UNIT OF <br />MEASURE <br />1. <br />FORCE ACCOUNT <br />$101,000 <br />---- <br />2. <br />CLEARING & GRUBBING <br />L.S. <br />---- <br />3. <br />REMOVING CONCRETE <br />L.S. <br />---- <br />4. <br />MINOR CONC. (C G & SW) <br />35 <br />S.Y. <br />5. <br />TURF (SOD) <br />12 <br />S.Y. <br />6. <br />8" 0 ALT. WATER PIPE <br />11100 <br />L. F. <br />7. <br />8" 0 SPOOL (METER BYPASS) <br />1 <br />EA. <br />8. <br />8" 0 WATER METER <br />1 <br />EA. <br />9. <br />8" 0 CHECK VALVE <br />1 <br />EA. <br />10. <br />8" 0 GATE VALVE <br />6 <br />EA. <br />11. <br />2" SERVICE SADDLE <br />1 <br />EA. <br />12. <br />FIRE HOSE ADAPTOR ASSEMBLY <br />WITH 2" GATE VALVE <br />1 <br />EA. <br />13. <br />VAULT & TRAFFIC COVER (4' x 5') <br />2 <br />EA. <br />14. <br />ASPHALT CONCRETE (MISC. AREAS) <br />420 <br />S.Y. <br />30' <br />T.O.C. <br />BACK OF WALK <br />f: a <br />STA. 10+00 LINCOLN <br />Connect INTERCONNECT to existing T MAIN. <br />See Detail 2, Sheet 5 <br />U ■N <br />0 <br />N •U <br />Street Light <br />as required to tie <br />ig 8' Main 12' from rE <br />EXISTING EXPANSION JOINT <br />14.75' ' <br />■ t t• <br />f8" MAIN LINE <br />14" 0 STORM <br />LINCOLN ROAD <br />4 GAS LINE \ S.D.I. <br />\ \ E.P. <br />3' GAS LINE \ — GUTTER <br />T.O.C. <br />BACK OF WALK <br />i <br />�— STA. 9+70 <br />2' GAS UNE <br />Relocate Sprinkler Heads (4) 1 111 9 5 0 1 III I EXPANSION JOINT <br />I� 111 I <br />t' 0 PLUM TREE III I <br />OMITS OF CLEARING AND GRUBBING <br />' 111 1 <br />111 1 19' 0 OAK <br />Electrical Secondary /I <br />(Approx. location) � / /// / <br />INSTALL 35 S.Y.t OF <br />(CURB,MINOR GUTTEROkCRETE 18" 0 OAK <br />SIDEWALK) 2, o / <br />it 0 PLUM TREE <br />J / / <br />CONFORM TO EXIST21.75' <br />ING / 15' 0 OAK <br />BACK 0(TYPAIx • 1:1 /O <br />\7/ <br />5 — 4 SIDEWALK 15' g / J / // FIRE HYDRANT <br />SAW CUT AT NEAREST /` �„` ( '.... f-" r, �) DRAWING <br />WEAKENED PLANE JOINT / /// oo <br />CLEARING AND GRUBBING LIMITS OF ° / / / ,_' ung -s ,y <br />/ // ��� N , r,. .�g sLs 410_ .Bl a� a f _ <br />25'—g' <br />I 6' 0 PLUM TREE <br />MONOLITHIC SURFACE TROWELED / / Ar P sore Using This Drawing Should Ve4y <br />I I SMOOTH AND GROOMEDm.4 Or, w ins',)ectmP, The Site Of Work <br />E P SCORE <br />2 5'-47 2 16' R <br />17' SLOPE: 1/4 per 12' <br />TOP OF CURB / CONC. DRIVEWAY <br />GUTTER FLOW UNEI / RESIDENCE 1216 <br />:::::::::. <br />...................................................... <br />. <br />Zr ACAFTER <br />COMPACTION FULL 4' R <br />I SEE SIDEWALK CURB <br />2*'fear, AND GUTTER DETAIL <br />SOD7 12' <br />this page / / <br />4'-1fi ,r /// D ETAI L 1 <br />e VAULT (TYP.) <br />/ SCALE: 1" = 10' <br />TYPICAL SECTION SIDEWALK DETAIL <br />SCALE: 1 = 2' SCALE: 1" = 1' <br />CL <br />CONSTRUCTION LINCOLN VILLAGE MASTER <br />T.R. , CA. .0 . '�/W� � _ � _. _ � t � � � �' � � � `, a �', �, J""'AQUIN <br />AS SHOWN DETAILS ;' QUANT/TIES METERED INTERCONNECT 6 6 <br />ONN <br />