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Const <br />i <br />-------- <br />ORANGE ST <br />------ <br />------------- ------L--------------------- <br />1 16 <br />0xC, <br />Li x x° <br />------------------- <br />New 20' wideExisting Concrete Sidewalk <br />_5% to remain in place <br />Commercial Driveway _---_- __-- <br />Back of Walk --- r, rT J <br />R&D existing <br />PLAN VIEW MBGR terminal <br />For Commercial Driveway <br />Detail, see SJco Std R-14 <br />V, <br />D <br />A <br />o <br />0 <br />> > <br />cn <br />W <br />�CID <br />A <br />°- <br />ori <br />1 rr <br />(A <br />-I <br />v7 <br />to <br />�Driv� b, <br />15+35 <br />J <br />m <br />o <br />� o <br />co <br />Sta <br />12+57 <br />cD 3 <br />3 <br />+ <br />CD <br />(A N <br />++ <br />Existing <br />Bridge Railing to <br />+ <br />oo <br />N U, <br />Q-0 <br />rn -0 <br />M o I o <br />remain <br />in place <br />" ° <br />0+ <br />N <br />HMA <br />(D <br />to <br />rZ _ ® <br />:3CID K: I I <br />Class 4 compact to a minimum <br />n <br />CID <br />N 0 <br />0 <br />CL <br />Areas <br />_- -- <br />--- <br />En, o D , al <br />10+58 <br />FL 42.26 FL <br />� <br />42.29 <br />FL <br />I� 4.57 <br />42.35 FL <br />7 % I <br />_5/oy -----J----J1====L1==== <br />-----1---------- <br />----- I -T ---- <br />TF--- <br />4 Subbase (Min) Aggregate - <br />Class 4 compact to a minimum <br />relative compaction of 90% (Typ) <br />PROFILE VIEW <br />M.. <br />0 co <br />0tn <br />n <br />0 <br />(A <br />CD <br />77a <br />SIDEWALK TRANSITION <br />DETAIL 1 <br />Orange Street: Sta 15+95 (Rt) <br />�_ Const <br />ORANGE ST IF <br />-------r----------L------1----------------------- <br />17 <br />0) <br />X x x <br />Existing Concrete Sidewalk 4.5% <br />to remain in place <br />Existing Concrete Sidewalk <br />to be removed <br />Existing Decorative Tree an� <br />MBGR to remain in place <br />__ 0 <br />New Concrete <br />A <br />m <br />NO3 <br />NN-.� <br />W <br />�CID <br />A <br />eway <br />ori <br />1 rr <br />,to <br />0 <br />ba <br />v7 <br />to <br />�Driv� b, <br />15+35 <br />J <br />Orange <br />(A0 <br />co <br />Sta <br />12+57 <br />E00) <br />Sta <br />cfl <br />(Rt) <br />M <br />Existing Bridge <br />Railing m <br />+ <br />° 0 <br />° <br />o a <br />M o I o <br />place ° °" <br />HMA <br />" ° <br />0+ <br />00 <br />HMA <br />10+02 <br />to <br />rZ _ ® <br />:3CID K: I I <br />Class 4 compact to a minimum <br />Misc Areas <br />CID <br />f Q, <br />°, <br />Misc <br />Areas <br /><D <br />o0 <br />En, o D , al <br />10+58 <br />FL 42.26 FL <br />� <br />42.29 <br />FL <br />I� 4.57 <br />42.35 FL <br />7 % I <br />---LI-----LI-- <br />�4,.10 <br />-----------N <br />- <br />—---N--------- <br />- -- <br />— <br />NII <br />New <br />4" (Min) <br />Aggregate Subbase, <br />Concrete Driveway <br />Class <br />1011 <br />---._ .a---.� <br />NII <br />N <br />A <br />-4 <br />All <br />IISSII <br />OD <br />NII <br />a <br />�O <br />A <br />0O <br />0 <br />PLAN VIEW <br />Existing Conc <br />Strip <br />to <br />remain in <br />place. <br />SIDEWALK TRANSITION <br />DETAIL 2 <br />Orange Street: Sta 16+90 (Rt) <br />DRAWN BY DATE PROJECT ENGINEER <br />Enrique Silva 11/15 ,p� , j, le, <br />DRAWER SHEET NO. <br />W (a to <br />DATE CHECKED BY <br />i8�p 31 <br />DATE <br />n <br />0 <br />m <br />BACKFILL <br />FOR 1822 & <br />W <br />�CID <br />° <br />0 - <br />DRAIN PIPES <br />ori <br />1 rr <br />,to <br />0 <br />cn <br />v7 <br />to <br />Sta <br />15+35 <br />n+ <br />Orange <br />(A0 <br />co <br />Sta <br />12+57 <br />E00) <br />Sta <br />Q <br />(Rt) <br />M <br />Existing Bridge <br />Railing m <br />+ <br />° 0 <br />° <br />o a <br />to remain in <br />place ° °" <br />((0 <br />" ° <br />0+ <br />-� <br />o <br />10+02 <br />to <br />Sta <br />Class 4 compact to a minimum <br />CID <br />St <br />relative compaction of 90% (Typ) <br />Sta <br /><D <br />o0 <br />0 <br />10+58 <br />(Rt & Lt) <br />=---Tr----Tr---�_ <br />I� 4.57 <br />---LI-----LI-- <br />-- --I� <br />— <br />New <br />4" (Min) <br />Aggregate Subbase, <br />Concrete Driveway <br />Class <br />4 compact to a <br />minimum <br />relative <br />compaction of <br />90% (Typ) <br />SIDEWALK TRANSITION <br />DETAIL 2 <br />Orange Street: Sta 16+90 (Rt) <br />DRAWN BY DATE PROJECT ENGINEER <br />Enrique Silva 11/15 ,p� , j, le, <br />DRAWER SHEET NO. <br />W (a to <br />DATE CHECKED BY <br />i8�p 31 <br />DATE <br />Top of Curb <br />Flow line - <br />14' <br />[D l <br />Minor Concrete <br />Driveway <br />. ....._ I I ----I - R/W <br />Back of Walk <br />Driveway <br />Extension <br />I <br />New Concrete <br />Driveway <br />Lip ' <br />PLAN VIEW <br />DRIVEWAY EXTENSION <br />D ETAI L 3 <br />Academy Street: Sta 13+24 (Lt) <br />Q �G <br />hr° ? <br />�`1,• �_O' <br />tK <br />Const �� � �, �evfj <br />o IO <br />�' <br />bj <br />M New HMA HMA Dw <br />< Surface Extension Conform <br />rev I 2%_ 5.87 -- - <br />--A 17- - <br />cA <br />Existing AC Surface <br />4" (Min) Aggregate Subbase, <br />Class 4 compact to a minimum <br />relative compaction of 90% (Typ) <br />SECTION A—A <br />Varies <br />6' to 15' <br />Existing CG&S <br />New HMA Frontage JI <br />Place AC (Misc Area) <br />AC RAMP (MISC AREA) <br />Orange Street: Sta 14+60 20' Lt <br />Orange Street: Sta 17+85 20' Lt <br />COUNTY OF SAN JOAQUIN <br />Conc Driveway <br />Extension <br />Concrete <br />Joint <br />0.60' HMA <br />ci <br />�° A10� <br />�� • txh ,b� F <br />Const <br />°° <br />'y RAW 0�h N 00. ro o <br />4. New HMA w <br />Surface <br />'o <br />�o <br />9.067, 2%f o <br />1 <br />---- ----- - ---- - <br />Existing Concrete Driveway <br />to be removed <br />SLURRY <br />CEMENT <br />TRENCH <br />BACKFILL <br />FOR 1822 & <br />1. 00 <br />R i° <br />h <br />DRAIN PIPES <br />ori <br />1 rr <br />(A <br />Sta <br />12+37 <br />to <br />Sta <br />15+35 <br />n+ <br />Orange <br />St <br />co <br />Sta <br />12+57 <br />to <br />Sta <br />°�+ <br />(Rt) <br />14 <br />CID <br />St <br />New Concrete <br />Sta <br />C4 <br />U' <br />to <br />Driveway <br />CID <br />(Rt & Lt) <br />Carolina <br />PROFILE VIEW <br />18" <br />4" (Min) Aggregate Subbase, <br />, <br />10+02 <br />to <br />Sta <br />Class 4 compact to a minimum <br />Carolina <br />St <br />relative compaction of 90% (Typ) <br />Top of Curb <br />Flow line - <br />14' <br />[D l <br />Minor Concrete <br />Driveway <br />. ....._ I I ----I - R/W <br />Back of Walk <br />Driveway <br />Extension <br />I <br />New Concrete <br />Driveway <br />Lip ' <br />PLAN VIEW <br />DRIVEWAY EXTENSION <br />D ETAI L 3 <br />Academy Street: Sta 13+24 (Lt) <br />Q �G <br />hr° ? <br />�`1,• �_O' <br />tK <br />Const �� � �, �evfj <br />o IO <br />�' <br />bj <br />M New HMA HMA Dw <br />< Surface Extension Conform <br />rev I 2%_ 5.87 -- - <br />--A 17- - <br />cA <br />Existing AC Surface <br />4" (Min) Aggregate Subbase, <br />Class 4 compact to a minimum <br />relative compaction of 90% (Typ) <br />SECTION A—A <br />Varies <br />6' to 15' <br />Existing CG&S <br />New HMA Frontage JI <br />Place AC (Misc Area) <br />AC RAMP (MISC AREA) <br />Orange Street: Sta 14+60 20' Lt <br />Orange Street: Sta 17+85 20' Lt <br />COUNTY OF SAN JOAQUIN <br />Conc Driveway <br />Extension <br />Concrete <br />Joint <br />0.60' HMA <br />ci <br />�° A10� <br />�� • txh ,b� F <br />Const <br />°° <br />'y RAW 0�h N 00. ro o <br />4. New HMA w <br />Surface <br />'o <br />�o <br />9.067, 2%f o <br />1 <br />---- ----- - ---- - <br />Existing Concrete Driveway <br />to be removed <br />SLURRY <br />CEMENT <br />TRENCH <br />BACKFILL <br />FOR 1822 & <br />1222 DIA <br />STORM <br />DRAIN PIPES <br />Location <br />Pipe Size <br />MANHOLE TYPE 1 <br />CONCENTRIC SHORT <br />Station <br />Orange <br />St <br />18" <br />Sta <br />12+37 <br />to <br />Sta <br />15+35 <br />SDMH #14 <br />Orange <br />St <br />12" <br />Sta <br />12+57 <br />to <br />Sta <br />12+84 <br />(Rt) <br />Orange <br />St <br />12" <br />Sta <br />15+37 <br />to <br />Sta <br />15+50 <br />(Rt & Lt) <br />Carolina <br />St <br />18" <br />Sta <br />10+02 <br />to <br />Sta <br />13+94 <br />Carolina <br />St <br />12" <br />Sta <br />10+45 <br />to <br />Sta <br />10+58 <br />(Rt & Lt) <br />2'-0" — <br />5„ 5„ <br />Install ARV before <br />45' bend -� <br />4.0' 2.0' 2.0' 4.0' <br />iiia VIII <br />IMI IMI <br />i� VIII I Ip I <br />� \ IIII IIII <br />�` ------ III-- IIII I •�,, <br />5' Steel Pipe"10g LIVJ \ <br />PVC Pipe /,� Existing- o 1 �\ <br />Steel Post (Typ) `\ <br />----------------- <br />8"0 DIP Mortar <br />45' Welding Elbow Coated (Typ) <br />and Thrust Block <br />MORTAR ENCASED DUCTILE IRON PIPES <br />WITH 45' ELBOWS. <br />Orange Stree : to 1 + o a 16+82 (Lt) <br />—3„ <br />Mi� <br />I <br />- 48"-60 3„ <br />SECTION E—E <br />STORM <br />DRAIN <br />MANHOLE TYPE 1 <br />CONCENTRIC SHORT <br />CONE <br />Orange <br />Street: Sta <br />12+85 48" Dia <br />SDMH #13 <br />Orange <br />Street: Sta <br />14+15 48" Dia <br />SDMH #14 <br />Carolina <br />Street: Sta <br />10+60 (5' Rt) <br />60" Dia SDMH <br />#12 <br />Carolina <br />Street: Sta <br />12+71 (5' Rt) <br />48" Dia SDMH <br />#8 <br />Carolina <br />Street: Sta <br />13+96 (5' Rt) <br />48" Dia SDMH <br />#7 <br />NO SCALE <br />ON 133HS I �13MWJG <br />5' Steel Pipe <br />_PVC Pipe <br />45' Welding Elbow <br />and Thrust Block <br />NOTES: <br />1. Coating must be reinforced with 14 gauge wire mesh or 14 gauge wire spirally <br />wound in center of coating per latest revision of AWWA Standard C205. <br />2. Welding fittings must be ASTM A234 grade B. <br />Both sides <br />12" <br />New Main excavate <br />N to expose 2' Min <br />- 8" Coating Holdback <br />I <br />I <br />�❑[] 8" ACRB X Diflex Coupling <br />10" Sleeve (2) <br />I <br />I <br />II I <br />I <br />8" PVC C-900 Pipe <br />I � <br />I <br />I I <br />I I <br />I I <br />I 1 <br />I <br />8" "Certainteed" PVC <br />Closure Coupling (2) <br />I <br />Temporary Cap <br />and blowoff (Typ) <br />J_ New PVC Main excavate <br />N to expose 2' Min <br />�II <br />I I <br />TIE—IN DETAIL <br />Orange Street: Sta 15+98f (13' Lt) <br />Orange Street: Sta 16+82f (13' Lt) <br />CONSTRUCTION DETAILS <br />55" Laying Length (Typ) <br />(both sides) — <br />8.. DIP Coo Mortar <br />2" combination air release and - <br />vacuum relief valve w/threaded <br />inlet, Apco No. 145c or equal <br />- Brass Ball Valve <br />Brass Pipe <— or Gate Valve <br />3/4" corporation stop <br />mueller 300 series 1'x3/4" PVC <br />dielectric bushing <br />DIP-\ <br />AIR RELEASE VALVE ON BRIDGE_ <br />CONNECTION <br />Orange Street: Sta 16+70t (Lt) <br />45' Welding - <br />Elbow <br />8" DIP Mortar coated <br />---------- <br />Pipe <br />---- -- <br />Pipe 8" Flanged Force Balanced Flexible <br />Support = = f <br />Expansion Joint (both sides) <br />on <br />BALANCED FLEXIBLE 'hsnges� <br />EXPANSION JOINT a <br />_, Person Using This Dnr&ing Should Y2rifv <br />Orange Street: Sta 16+08f (17' Lt) nformadon By hmpodk* The Site <br />Orange Street: Sta 16+72f (17' Lt) <br />WATER PIPE CONNECTION DETAILS <br />�OFESS/pV <br />o <br />W <br />CC No. 42581 � <br />* <br />�q C/ VI_�\�pQ�'� <br />CP <br />David Men oza <br />RCE 42581 <br />SHEET TOTAL <br />WOODBRIDGE STREETS IMPROVEMENTS (PHASE III) NO. SHEETS <br />(Orange Street, Carolina Street and Academy Street) REVISED <br />11 <br />