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ORANGE ST <br />New 20' wide <br />Commercial Driveway <br />For Commercial Driveway <br />Detail, see SJco Std R-14 <br />Const <br />---------- ------L--------------------- <br />16 <br />ph t� <br />0_1 tXrV <br />Li <br />x�0• xCP x0� <br />Existing Concrete Sidewalk <br />-5% to remain in place <br />Back of Walk -- ---rJ---- ��----�J <br />PLAN VIEW ---- <br />R&D existing <br />MBGR terminal <br />IM <br />0 <br />D <br />N a <br />o <br />oCL <br />CID <br />Co � o <br />0 <br />co 3 <br />c n co <br />3 <br />`G <br />0+o u?o+ <br />0 <br />fD <br />N o_ c0 <br />n <br />o' <br />f m Cn <br />Q- <br />15+35 <br />o <br />CID o <br />'� 5% <br />4" (Min) Aggregate Subbase, <br />Class 4 compact to a minimum <br />relative compaction of 90% (Typ) <br />PROFILE VIEW <br />0 av <br />o rn <br />:3 to <br />n <br />0 <br />(A <br />0-(/) <br />fD 0 <br />�a <br />SIDEWALK TRANSITION <br />DETAIL 1 <br />Orange Street: Sta 15+95 (Rt) <br />0 <br />CEMENT <br />TRENCH <br />BACKFILL <br />0 <br />12" DIA <br />STORM <br />DRAIN PIPES <br />a <br />18" <br />Sta <br />12+37 <br />m <br />o <br />15+35 <br />CID o <br />St <br />12" <br />Sta <br />12+57 <br />rn <br />Sta <br />12+84 <br />cn cn <br />+ <br />Existing <br />Bridge Railing to <br />a 0 <br />coo <br />remain in place <br />(D <br />15+50 <br />(Rt & Lt) <br />Carolina <br />o CL <br />18" <br />=-FT ---- <br />rl- - -- <br />to <br />f' <br />II <br />Carolina <br />i—rl-----I�--- <br />-----------LL--- <br />12" <br />Tr --- <br />10+45 <br />to <br />Stu <br />10+58 <br />�� Const <br />ORANGE ST <br />-------------- ------ 1---------------------- <br />��, 17 <br />� pL• o`L• D`L• orL• <br />rn <br />x 1 x x x <br />Existing Concrete Sidewalk 4.5% New Concrete A A <br />to remain in placeo',r; N Driveway A 00� M*' <br />bo <br />4/ 00 0 <br />co �O <br />Existing Concrete Sidewalk' ' <br />to be removed ; X o HMA HMA <br />0 `<CID I I Misc Areas o Q, Misc Areas <br />inD 42.10 FL 42.26 FL `< 42.29 FL <br />Existing Decorative Tree anew/ I A � Nil <br />MBGR to remain in place _ Ali + u w i0iI <br />I� NII N A V All <br />all W <br />IM � NII 1a 0 0 <br />�A 0 <br />PLAN VIEW Existing Conc Strip <br />to remain in place. <br />0 <br />o M <br />CID CL <br />• cn <n <br />' fl cn o <br />(A (D 0 <br />0 0_ <br />CL 0 <br />Existing Bridge Railing (D m + o_ n <br />to remain in place o 0 W D <br />0 <br />--- <br />�`� C(D <br />----LI-----LI---- ��_ <br />4"Min Aggregate 4"(Min) gg egate Subbase, <br />Class 4 compact to a minimum <br />relative compaction of 90% (Typ) <br />DRAWN BY <br />Enrique Siva <br />DRAWER <br />'I <br />C' C <br />� a <br />n <br />New <br />Concrete Driveway <br />SIDEWALK TRANSITION <br />DETAIL 2 <br />Orange Street: Sta 16+90 (Rt) <br />SIO-ww-- <br />42.35 FL <br />0 W <br />:,. Q <br />< to _o � cn <br />m <br />* <' o_ o <br />Qo w <br />+ + <br />01 <br />co New Concrete `, - 01 <br />CID Driveway CID <br />PROFILE VIEW 4" (Min) Aggregate Subbase, <br />Class 4 compact to a minimum <br />relative compaction of 90% (Typ) <br />14' <br />�D �O _OG <br />I � �rx • rxh ,boy F� <br />Minor Concrete o, ��. �^� 'S0 p -L <br />Driveway �; , �� �"�' Const <br />Driveway - R W�F?61 <br />o <br />To of Curb Extension I ��O �'` O`'N �> cn <br />Flow line�\ ,�� p000I� <br />Back of Walk R/W 0, �g•NO <br />New Concrete 4' I <br />,� New HMA , w <br />Driveway Surface <br />Conc Driveway o <br />Extension o <br />Lip 9.__06% 2%f ia <br />D� Concrete -- - T -- <br />PLAN VIEW Joint Existing Concrete Driveway <br />to be removed <br />DRIVEWAY EXTENSION <br />DETAIL 3 <br />Academy Street: Stu 13+24 (Lt) <br />hp 00 <br />Const NZ <br />01 <br />r`' New HMA HMA Dw <br />CD �- <br />< Surface Extension Conform <br />w <br />4" (Min) Aggregate Subbase, Existing AC Surface <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 <br />---------------------------- <br />Place AC (Misc Area) <br />AC RAMP MISC AREA) <br />Orange Street: Sta 14+60 20' LtT <br />Orange Street: Sta 17+85 20' Lt <br />0.60' HMA <br />SLURRY <br />CEMENT <br />TRENCH <br />BACKFILL <br />FOR 18" & <br />12" DIA <br />STORM <br />DRAIN PIPES <br />Location <br />Pipe Size <br />Sta <br />12+85 <br />48" <br />Station <br />SDMH #13 <br />Orange <br />St <br />18" <br />Sta <br />12+37 <br />to <br />Sta <br />15+35 <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 />Stu <br />10+02 <br />to <br />Sta <br />13+94 <br />Carolina <br />St <br />12" <br />Sta <br />10+45 <br />to <br />Stu <br />10+58 <br />(Rt & Lt) <br />2'-0" <br />5 �5 <br />'ON 133HS I <\J3M`d 10 <br />Install ARV before <br />45' bend <br />4.0' 2 0' 1 2 0' 4.0' <br />� III I IIII <br />IIII IIgI <br />VIII VIII <br />IIII IIII <br />II'll IIL - <br />5' Steel Pipe Eip i \� 5' Steel Pipe <br />PVC Pipe ,�� IJ � i \•\ PVC Pipe <br />Existing O <br />' Steel Post (Typ) �\ <br />_8"O DIP Mortar <br />45' Welding Elbow Coated (Typ) 45' Welding Elbow <br />and Thrust Block and Thrust Block <br />—3.. <br />M7in4 <br />48"-60" 3» <br />SECTION E—E <br />STORM DRAIN MANHOLE TYPE 1 <br />CONCENTRIC SHORT CONE <br />Orange <br />Street: <br />Sta <br />12+85 <br />48" <br />Dia <br />SDMH #13 <br />Orange <br />Street: <br />Sta <br />14+15 <br />48" <br />Dia <br />SDMH #14 <br />Carolina <br />Street: <br />Sta <br />10+60 <br />(5' <br />Rt) <br />60" Dia SDMH <br />#12 <br />Carolina <br />Street: <br />Sta <br />12+71 <br />(5' <br />Rt) <br />48" Dia SDMH <br />#8 <br />Carolina <br />Street: <br />Sta <br />13+96 <br />(5' <br />Rt) <br />48" Dia SDMH <br />#7 <br />MORTAR COATED STEEL PIPES <br />WITH 45' ELBOWS, <br />Orange Street: Stu 15+98 to Sta 16+82 (Lt) <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 />1 <br />New Main excavate <br />N to expose 2' Min <br />I <br />'_____8 " Coating Holdback <br />LTAI <br />I <br />i <br />❑❑❑ 8"ACRB X Diflex Coupling <br />10„Sleeve (2) <br />I I <br />I I <br />I I <br />I <br />� I <br />/_4'-6' 8” PVC C-900 Pipe <br />I <br />I <br />I <br />I <br />I I <br />I I <br />I I <br />8" "Certainteed" PVC <br />Closure Coupling (2) <br />I <br />I <br />Temporary Cap <br />and blowoff (Typ) <br />I I <br />New PVC Main excavate <br />to expose 2' Min <br />I <br />I <br />I I <br />TIE—IN DETAIL <br />Orange Street: Sta 15+98f (13' Lt) <br />Orange Street: Sta 16+82f (13' Lt) <br />55" Laying Length (Typ) <br />—(both sides) — <br />8_' DIP Mortar <br />Coated <br />2" combination air release and <br />vacuum relief valve w/threaded <br />inlet, Apco No. 145c or equal <br />Brass Pipe <br />3/4" corporation stop <br />mueller 300 series <br />DIP\ <br />Brass Ball Valve <br />or Gate Valve <br />1'x3/4" PVC <br />dielectric bushing <br />AIR RELEASE VALVE ON BRIDGE <br />CONNECTION <br />Orange Street: Stu 16+70t (Lt) <br />45' Welding <br />Elbow <br />8 DIP- Mortar Coated <br />-- ---�- ---- <br />Pipe <br />Support 8" Flanged Force Balanced Flexible <br />Expansion Joint (both sides) p r7C <br />= -ARE) DRAWING <br />shone C <br />BALANCED FLEXIBLE `��A�PA I► <br />EXPANSION JOINT :ems ��� Dr�rll <br />uid <br />Orange Street: Sta 16+08f (17' Lt) rr,111" IAyMNng The ng Sit - <br />Orange Street: Sta 16+72f (17' Lt) <br />WATER PIPE CONNECTION DETAILS <br />�10FESS/�� <br />No. 42581 <br />Of C0 <br />� "'. 4/ %0�/ , <br />David Mendoz <br />RCE 42581 <br />DATE PROJECT ENGINEER DATE CHECKED BY DATE TAL <br />WOODBRIDGE STREETS IMPROVEMENTS (PHASE 111) SHEET <br />SHEETS <br />9115 �, 4 ,o/, �� - �. COUNTY 0 F SAN J OAQ UIN NO SCALE CONSTRUCTION DETAILS (Orange Street, Carolina Street and Academ Street 9 11 <br />SHEET NO. <br />311 <br />