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See Sheet 3 <br />y5 <br />Z y, , <br />I I <br />_. <br />0.12' HMA Overlay <br />Roadway Reconstruction (Roadway Excavation) -- over planing <br />Install 3771 LF of (+36 25' LT) Install Fire Hydrant <br />8" PVC Pipe (AWWA C-900) Install 164± LF of Assembly and Water Valve per SJCo <br />See SJCo Std R-29. Install 18" PVC Pipe (SDR 35) Std W-2 and W-3 (Break off check <br />- 72± of 12" Steel Casing. and backfill trenches per a (n valve in the Hydrant Assembly) <br />(o <br />SJCo Std R-29. - <br />F <br />rn <br />N <br />m <br />D <br />or <br />Type <br />1 per SJCo <br />Std D16 <br />�O � <br />00 a <br />rn <br />;° <br />m <br />- <br />`° Const <br />SDI <br />Inverts <br />m - <br />o <br />n <br />12+00 <br />W, <br />Gas valve to <br />Install new Storm r <br />Ln <br />See <br />® <br />0 be adjusted + <br />+ <br />New <br />R- by others. am + <br />(n O J <br />W ca <br />+ <br />Ln <br />a . y� <br />r <br />---w=w'=======-w <br />- _- 10-_-__3 _; _ ACADEMY STREET ___' <br />CD <br />co r <br />r.- .. <br />c <br />_ -- <br />r <br />ilf <br />CO . <br />m � <br />Install Thrust Blocks and - II--�-. ..- .- `n °i �__.� ..n _,, _.._ .... <br />Water Valves per SJCo Std II <br />(Approximate <br />II Approximate I <br />W-5 & W-6 T 1 of Gas Line. <br />Carolina St Sta 10+00= _ <br />Orange St Sta 10+00. - N <br />�Mal It] lzRTITc•1:�:a <br />- Irn <br />r <br />-- 1---o SDMH 11 .. _.._.. J _. SDMH- <br />e'sD ,a'sD <br />12 -•� 13 *- • �_ • � D <br />OLD 3r <br />;�' / n • Z <br />SDI#12 N' <br />----------- -- __40 <br />TT <br />+ + Ln O + + 7 30. <br />W <br />O O to 0- 0) <br />(� � p <br />< �� \ <br />Install 2 Under + `�°� For Planing details <br />Sidewalk Drain Pipesu, See Sheet 8 <br />per SJCo Std D-15 0 <br />+50 (in 43.22, out 43.17) N <br />+00 (in 42.98, out 42.93) <br />Install 2 SDI's <br />Install 12"0 PVC -� <br />25 LF (Lt) & 27 LF <br />See SJCo Std R-29 and a - <br />See Sheet 3 <br />0.12' HMA Overlay <br />over planing -- <br />Roadway Reconstruction (Roadway Excavation) <br />Install 1 SDI Type 1 <br />Install 20± LF of <br />12" PVC Pipe (SDR 35) <br />backfill trenches with Slurry <br />Cement. See SJCo Std D -13A + + <br />Install 376± LF of and Sheet 9 for details. a <br />,� m <br />8 PVC Pipe (AWWA C-900) <br />per SJCo Std R-29.° <br />Sta. 12+50 16' Lt < <br />CD <br />i Construct one 20' wide +00 <br />r zwalk <br />111 i I o Install 2 SDI's Type l Commercial Driveway U, <br />y Install 12"0 PVC y Pipe (SDR 35) per SJCo Std R-14 ,.n in place <br />j RD <br />z 25 LF (Lt) & 18 LF (Rt) v7 andon drainage pipe <br />M I backfill trenches with Slurry CL Const ® R&S and plug with concrete. <br />i � i Lo '� . Cement. See SJCo Std D 13A Iv ` Install 20± LF of <br />(;a II and Sheet 8 for details. a' SDI#10 / 12" PVC Pipe SDR 35) <br />Install Thrust Blocks and s-��I i I �rq <br /># SDI 11 � <br />Water Valves per SJCo Std i sDl 15 Abandon drainage pipe <br />W-5 & W-6 (Typ) !-. I and plug with concrete. <br />H 3r -w ---w-- ----w------w------- „------w-------w------ w --1-----w-- 1!----w-^--Q <br />Carolina Sta 10+00= `1'� -CD _ s° _-_-_ _ CAROLINA STREET ______ 0_ _______�_ <br />. AAL7e <br />.V .... • t85D J_T ` ._.._.._.._. ._.. _.. _. �- ••_, � __• ,6'SD • SD �. •'� <br />Orange Sta 14+20 I o -�- - SU - - ASD SD-.._.._. SDMH#6 X <br />Place Monument SDMH#14 S ti5o SDMH#12 O? _ SDMH#8 _ ,SDMH#7 N <br />Frame and Cover per i SDI #14 __--- - __ w 0 <br />SJCo Std R -28A & R -28B I I € `L4 <br />S I o <br />fTl <br />I l i + ry �a I z <br />++ Install 396± LF of - v ►� 00- <br />< <br />! p <br />II ., + <br />i ��i �I I■ C- � 0Lnn 18 PVC Pipe (SDR 35) rn 00 <br />U, Q co + �'f' For Planing details <br />o backfill trenches with Un <br />I I is �I I r*'o0 -,: See Sheet 8 <br />h Z Ginn Slurry Cement. stall Storm Drain Manhole ® o rn o <br />f - <br />Revised per Addendum <br />Dated: December 3, 2015 ++ + + + + + + + +U+ + <br />O Ut O U O Ut O W O U O UIm b O <br />(See Revised Sheet 4) <br />45 <br />43 <br />41 <br />39 <br />37 <br />35 <br />Z Z ZZ Z ZZ Z "'" Z <br />r r rn r rr r r r <br />A m �1 ,rte m rn TI m -*i m TI Irl -9 M -9 art m -n MTI MTI MTI <br />GII7 II G�GIds1 G_I7nG0 d 00 6)d bo 00 00 00 00GG <br />II II II II II II II II II II II II II II II II II II II II II II <br />��� 4h. 4h. �??4 4? 4h. 4.N 4P ?P 44 4 � -91.ZnaZn -P, U. 4:1`11JI06. ?? ?4 W WW WWW W� <br />UW I <br />CJ00 0)O 0000M A�00N NTr <br />BENCH MARK <br />ORANGE STREET <br />18+06.5 (29' Lt) <br />Elev 43.71 <br />F_ <br />.,ARK <br />..� STREET <br />Existing Ground CL x06.5 (29' Lt) <br />Finish Grade CL New Gutter FLI (Lt) Install lieu 43.71 <br />Existing FL (Lt) Fire Hydrant <br />Assembly (Lt) <br />R <br />--- <br />=-_-r•�Ls 60� _ _ <br />- 0.58 �7 <br />-. - 0 227 <br />-0 47-..._ _ 43 43 <br />Install 26± & 28± LF Install 60± LF <br />12" PVC Pipe New Gutter FL (Rt) I 18"0 PVC pipe <br />Existing FL (Rt) (SDR 35) <br />DSDI# 1 1 <br />130� .._ 41, <br />Elev- <br />Z--/ <br />Elev/ LF <br />41.26 8 e p <br />C A*C,90 <br />0 <br />1 <br />PROFILE LEGEND <br />- - - Existing Ground <br />Finish Grade <br />Existing Flow Line (Lt) <br />Existing Flow Line (Rt) <br />- - - New Gutter Flow Line (Lt) <br />- - - New Gutter Flow Line (Rt) <br />INV 8"0 pipe <br />Elev 38.60 (in <br />SDI#12 <br />-� Min 1.0' <br />Install 163± LF 18"0 PVC Pi . <br />-0.030 pe (SR ' <br />I I <br />I II <br />72± LF Install 160±LF 8"0 PVC pipe AWWA C -9( -"II <br />I I <br />u <br />8" PVC pipe (C-900) TSDMH#11 <br />with 12"0 V SDMH 10 <br />Steel Casing. ...... <br />INV 8"0 pipe ,. <br />Elev 38.60 (171" ,TILE SCALE <br />\ 0 20 40 100 Horiz. <br />0 2 5 Vert. <br />9 10 11 13 14 <br />See <br />Sheet 9 <br />or <br />Type <br />1 per SJCo <br />Std D16 <br />(ACADEMY STREET) <br />Item <br />12" SE (our) <br />- <br />Remark <br />SDI <br />Inverts <br />(12) <br />New <br />Sta <br />12+00 <br />'' I' <br />Install new Storm r <br />new Storm Drain Inlet <br />1) SJCo Std D -13A <br />See <br />Sheet 9 for <br />special <br />SDMH (11) <br />New <br />Sta 12+20 0' offset <br />Maintenance Holr 44.07 <br />18"- E E ((OOUT) <br />12" SW (IN) <br />12" NW (IN) <br />hyo <br />o <br />�SOM <br />#8SDMH#7 <br />SJCO Strl. <br />requiremenrs and <br />details <br />(Typ)- <br />SDMH (10) <br />o <br />Sto 13+83 0' offset <br />Install n- -,rain <br />Mainte Type 1 <br />43.52 <br />cp :0,C7 n <br />38.05 <br />38.05 <br />Inv Elev <br />I <br />"D-16 <br />18" N (IN) <br />24" S (our) <br />18" W (IN) <br />N <br />R.N* <br />Storm Drain Inlet <br />vVORK <br />38 65 <br />8"0 PVC <br />pipe (AWWA C-900) <br />END WORK <br />o <br />+26 25 Rt Install <br />Fire <br />Hydrant <br />Assembly <br />PROFILE SCALE <br />and Water <br />Valve <br />per SJCo <br />Std <br />W-2 and <br />W-3 <br />0 20 <br />40 <br />100 Horiz. <br />(Break -off <br />check <br />valve <br />in <br />the Hydran <br />Assembly) <br />0 <br />2 <br />5 Vert. <br />11 <br />12 <br />13 <br />14 <br />' <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />Location <br />-IO <br />Remark <br />N <br />U <br />-4 <br />O <br />W <br />� <br />j <br />00 <br />4h.0 <br />O <br />U7 <br />O <br />43.65 <br />39.95 <br />UO <br />39.18 <br />Ui <br />O <br />U1 <br />O <br />O <br />O <br />13+96 <br />5' Rt <br />levation <br />12 E (IN) <br />18" S (our) <br />18" w (IN) <br />Z <br />SDMH (7) <br />New <br />Sta <br />13+60 <br />5' Rt <br />Z Z <br />43.62 <br />39.28 <br />18" W (IN) <br />39.28 <br />18- E (our) <br />39.78 <br />12" N (IN) <br />Z <br />SDMH (8) <br />New <br />Z <br />Z <br />5' Rt <br />Install ner, -'n <br />Maintenance r • <br />43.64 <br />39.56 <br />18" W (IN) <br />39.56 <br />18" E (OUT) <br />Z <br />r� <br />Install new Storm <br />�3 <br />40.20 <br />40.20 <br />40.20 <br />40.20 <br />SDMH (12) <br />New <br />Sta <br />10+60 <br />5' Rt <br />Maintenance Hole Typ. <br />18" E (OUT) <br />12" sw (w) <br />1s" w (w) <br />12 NW (IN) <br />r <br />'�00 <br />m TI <br />Install new Storm Drain Inlet <br />0 <br />G7 <br />10.30 <br />m_q <br />� <br />A <br />m <br />SDI 14 <br />( ) <br />O <br />Sta <br />M T1 <br />17.5' Rt <br />(Type 1) SJCo Std D -13A <br />M -9 <br />'� <br />m <br />SDI (15) <br />New <br />Sta <br />m <br />21.5' Lt <br />0 <br />42 89 ` <br />II <br />00 <br />0 <br />::.00 <br />II <br />00 <br />�rt <br />O0 <br />� <br />v <br />New <br />Sta <br />G7 G7 <br />II <br />21.5' Lt <br />Install new Storm Drain Inlet <br />.'moi <br />II <br />00 <br />II II <br />II II <br />WNWW <br />II II <br />Cnl <br />II II <br />�W <br />II <br />W <br />II II <br />W(,W4� <br />II II <br />�'� <br />II II <br />?W <br />II <br />W <br />Existing <br />Sta <br />II II <br />WW <br />II <br />N <br />II <br />N <br />43.45 <br />40.77 <br />II <br />WW <br />WWW <br />II <br />W <br />- 00 <br />-I lD <br />00 v <br />N -4 <br />v <br />WO <br />C0 <br />O <br />W <br />00 (P <br />j O <br />N W <br />Sta <br />c0 <br />00 <br />21.5' Lt <br />O iD <br />N W <br />N <br />O <br />40.40 <br />00 ,I <br />c0 N <br />ap <br />(p <br />N <br />-4 <br />of v <br />SDI to remain <br />in place <br />C0 <br />�► v <br />O N <br />12" s (our) <br />v <br />Assembly (Lt) <br />R <br />--- <br />=-_-r•�Ls 60� _ _ <br />- 0.58 �7 <br />-. - 0 227 <br />-0 47-..._ _ 43 43 <br />Install 26± & 28± LF Install 60± LF <br />12" PVC Pipe New Gutter FL (Rt) I 18"0 PVC pipe <br />Existing FL (Rt) (SDR 35) <br />DSDI# 1 1 <br />130� .._ 41, <br />Elev- <br />Z--/ <br />Elev/ LF <br />41.26 8 e p <br />C A*C,90 <br />0 <br />1 <br />PROFILE LEGEND <br />- - - Existing Ground <br />Finish Grade <br />Existing Flow Line (Lt) <br />Existing Flow Line (Rt) <br />- - - New Gutter Flow Line (Lt) <br />- - - New Gutter Flow Line (Rt) <br />INV 8"0 pipe <br />Elev 38.60 (in <br />SDI#12 <br />-� Min 1.0' <br />Install 163± LF 18"0 PVC Pi . <br />-0.030 pe (SR ' <br />I I <br />I II <br />72± LF Install 160±LF 8"0 PVC pipe AWWA C -9( -"II <br />I I <br />u <br />8" PVC pipe (C-900) TSDMH#11 <br />with 12"0 V SDMH 10 <br />Steel Casing. ...... <br />INV 8"0 pipe ,. <br />Elev 38.60 (171" ,TILE SCALE <br />\ 0 20 40 100 Horiz. <br />0 2 5 Vert. <br />9 10 11 13 14 <br />DRAWN BY DATE PROJECT ENGINEER <br />Enrim , 9115 <br />SHEET N0. <br />I 2 <br />39 <br />37 <br />35 <br />39-1 - <br />37 <br />35 <br />Install 8 - <br />Gate Valve <br />Inv Elev <br />36.97 <br />10 <br />Existing Ground CL <br />Finish Grade CL <br />New Gutter FL (Rt) <br />15 <br />._...-. _ - ----- _ <br />-.. -0.20 - `__ <br />Install 18± LF & 25± LF Existing FL (Lt) <br />307 <br />12"0 PVC Pipe Existing FL (Rt) <br />New Gutter FL (Lt) <br />Install 336± LF 18"0 PVC i <br />-0 0 Pipe (SDR 35) <br />I Install <br />Fire Hydrant <br />-� Assembly (Lt) <br />- - <br />FT <br />-` <br />-... <br />Abandon <br />drainage pipe <br />I <br />--- <br />I I <br />II I <br />-SDI#9 <br />I I <br />I-45 <br />43 <br />Abandon I <br />drainage pipe <br />141 <br />SDI#14 <br />SDI <br />(1 1) <br />NewSta <br />STORM DRAIN <br />MAINTENANCE HOLES <br />AND STORM DRAIN INLETS `' <br />(ACADEMY STREET) <br />Item <br />12" SE (our) <br />Location <br />Remark <br />SDI <br />Inverts <br />(12) <br />New <br />Sta <br />12+00 <br />'' I' <br />Install new Storm r <br />new Storm Drain Inlet <br />1) SJCo Std D -13A <br />38.55 <br />38.55 <br />SDMH (11) <br />New <br />Sta 12+20 0' offset <br />Maintenance Holr 44.07 <br />18"- E E ((OOUT) <br />12" SW (IN) <br />12" NW (IN) <br />�SOM <br />#8SDMH#7 <br />SJCO Strl. <br />SDMH#6 <br />SDMH (10) <br />New <br />Sto 13+83 0' offset <br />Install n- -,rain <br />Mainte Type 1 <br />43.52 <br />38.05 <br />38.05 <br />38.05 <br />Inv Elev <br />I <br />"D-16 <br />18" N (IN) <br />24" S (our) <br />18" W (IN) <br />36.97 <br />Storm Drain Inlet <br />38 65 <br />8"0 PVC <br />pipe (AWWA C-900) <br />DRAWN BY DATE PROJECT ENGINEER <br />Enrim , 9115 <br />SHEET N0. <br />I 2 <br />39 <br />37 <br />35 <br />39-1 - <br />37 <br />35 <br />Install 8 - <br />Gate Valve <br />Inv Elev <br />36.97 <br />10 <br />Existing Ground CL <br />Finish Grade CL <br />New Gutter FL (Rt) <br />15 <br />._...-. _ - ----- _ <br />-.. -0.20 - `__ <br />Install 18± LF & 25± LF Existing FL (Lt) <br />307 <br />12"0 PVC Pipe Existing FL (Rt) <br />New Gutter FL (Lt) <br />Install 336± LF 18"0 PVC i <br />-0 0 Pipe (SDR 35) <br />I Install <br />Fire Hydrant <br />-� Assembly (Lt) <br />- - <br />FT <br />-` <br />-... <br />Abandon <br />drainage pipe <br />I <br />--- <br />I I <br />II I <br />-SDI#9 <br />I I <br />I-45 <br />43 <br />Abandon I <br />drainage pipe <br />141 <br />SDI#14 <br />SDI <br />(1 1) <br />NewSta <br />12+00 <br />17.5' Rt <br />I) SJCo Std D -13A <br />43.60 <br />12" SE (our) <br />SDI#11 <br />SDI <br />SDI <br />(12) <br />New <br />Sta <br />12+00 <br />'' I' <br />.fall <br />(Type <br />new Storm Drain Inlet <br />1) SJCo Std D -13A <br />43.41 <br />123 NE(OUT) <br />DRAWN BY DATE PROJECT ENGINEER <br />Enrim , 9115 <br />SHEET N0. <br />I 2 <br />39 <br />37 <br />35 <br />39-1 - <br />37 <br />35 <br />Install 8 - <br />Gate Valve <br />Inv Elev <br />36.97 <br />10 <br />Existing Ground CL <br />Finish Grade CL <br />New Gutter FL (Rt) <br />15 <br />._...-. _ - ----- _ <br />-.. -0.20 - `__ <br />Install 18± LF & 25± LF Existing FL (Lt) <br />307 <br />12"0 PVC Pipe Existing FL (Rt) <br />New Gutter FL (Lt) <br />Install 336± LF 18"0 PVC i <br />-0 0 Pipe (SDR 35) <br />I Install <br />Fire Hydrant <br />-� Assembly (Lt) <br />- - <br />FT <br />-` <br />-... <br />Abandon <br />drainage pipe <br />I <br />--- <br />I I <br />II I <br />-SDI#9 <br />I I <br />I-45 <br />43 <br />Abandon I <br />drainage pipe <br />141 <br />SDI#14 <br />30 <br />% <br />SDI#11 <br />SDI <br />15 <br />�SDMH#112 <br />�SOM <br />#8SDMH#7 <br />SDMH#6 <br />Inv Elev <br />I <br />36.97 <br />Install 336± LF <br />8"0 PVC <br />pipe (AWWA C-900) <br />PROFILE SCALE <br />0 20 <br />40 <br />100 Horiz. <br />0 <br />2 <br />5 Vert. <br />11 <br />12 <br />13 <br />14 <br />"I -ES <br />AND STORM DRAIN INLETS <br />SCHEDULE (CAROLINA <br />STREET) <br />STORM <br />DRAIN <br />MAINTEIN. <br />Item <br />Location <br />Remark <br />Rim <br />Elev <br />Inverts <br />lain existing grate <br />43.65 <br />39.95 <br />39.18 <br />39.18 <br />SDMH (6) <br />Existing <br />Sta <br />13+96 <br />5' Rt <br />levation <br />12 E (IN) <br />18" S (our) <br />18" w (IN) <br />SDMH (7) <br />New <br />Sta <br />13+60 <br />5' Rt <br />In„. 'Lorm Drain <br />Maintt. Type 1 <br />43.62 <br />39.28 <br />18" W (IN) <br />39.28 <br />18- E (our) <br />39.78 <br />12" N (IN) <br />SDMH (8) <br />New <br />Sta <br />12+71 <br />5' Rt <br />Install ner, -'n <br />Maintenance r • <br />43.64 <br />39.56 <br />18" W (IN) <br />39.56 <br />18" E (OUT) <br />40.80 <br />12" N (IN) <br />Install new Storm <br />�3 <br />40.20 <br />40.20 <br />40.20 <br />40.20 <br />SDMH (12) <br />New <br />Sta <br />10+60 <br />5' Rt <br />Maintenance Hole Typ. <br />18" E (OUT) <br />12" sw (w) <br />1s" w (w) <br />12 NW (IN) <br />Install new Storm Drain Inlet <br />10.30 <br />SDI 14 <br />( ) <br />New <br />Sta <br />10+46 <br />17.5' Rt <br />(Type 1) SJCo Std D -13A <br />'our <br />SDI (15) <br />New <br />Sta <br />10+46 <br />21.5' Lt <br />Install new Storm Drain Inlet <br />42 89 ` <br />(Type 1 SJCo Std D -13A <br />12 <br />SDI (9) <br />New <br />Sta <br />12+71 <br />21.5' Lt <br />Install new Storm Drain Inlet <br />42.89 <br />41 .U� <br />(Type 1) SJCo Std D -13A <br />12" S (IN) <br />SDI (10) <br />Existing <br />Sta <br />12+71 <br />25.5' Lt <br />Adjust rate elevation <br />g <br />43.45 <br />40.77 <br />SDI to remain <br />in place <br />12" E (OUT) <br />SDI (1 1) <br />Sta <br />13+11 <br />21.5' Lt <br />Maintain existing grate <br />43.03 <br />40.40 <br />Existing <br />SDI to remain <br />in place <br />elevation <br />12" s (our) <br />39 <br />37 <br />35 <br />RI. <br />ILI <br />f _ <br />A Verson Using This Drawing Should Verify <br />Al .formation By inspecting The Si+Q Of Work <br />�OFESS/gy <br />No. 42581 � <br />C CP <br />David Mendoz <br />RCE 42581 <br />DATE CHECKED BY DATE ' SHEET TOTAL <br />0 40 100 WOODBRIDGE STREETS IMPROVEN,,' (PHASE III) N0. SHEETS <br />COUNTY OF SAN JOA UIN = PLANS AND PROFILES <br />0 '✓ �� - � �f SCALE IN FEET (Orange Street, Carolina Street and Aca� 4 -�eet) 4 11 <br />