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Roadway Reconstruction (Roadway Excavation) 0.12' HMA Overlay - over planing LEGEND ExistingWire Fence For Water Pipe Attachment and Shrubs to be on Bridge Deck See a Install 842± LF of removed. a, Sheets 6 & 7 :, + rn Install 82± LF of v 8 0 PVC Pipe (AWWA C-900) ca See SJCo Std R-29. Install AC Dike (Type C) 3 0 110± of 12"� Steel Casing. c� o N o per SP A876 BENCH MARK ExistingSidewalk 0 1, ° o -'' ° ° rrI ORANGE STREET < o x _ a n Existing Wire ° Y , to remain in place C0 D W X ° N m<D Fence and Shrubs < r*i 18+06.5 (29 Lt) °- m CD _. cn ° ° '� ° a Elev 43.71 ------- W_ 3,n m _ X a to be removed. o < co 0 1 11 < ° X. n X < 7 CO(� I -w- - - - -- -w- Retrofit Detectable o ° 0 3 ° Install 1 10 LF of `� c� y Ia I Warning Surface. COnSt a = s �' W � RD h o Wit° rT1 < o Concrete SJco Stde Valley o 0 y'c'> III v' S * m v + o� co m n � -� 1 c� (D CD o 0 i o n Install 138 LF of ° y o P r+ ° p {I I I Install Thrust Blocks o c� v '+ x N `:c o R- coo Concrete Valley Gutter n a , a `�° ' (I)I in ii) �; II 1 and Water Valves per N RO o P° o �+ ,� N ❑W per SJco Std R12 0 o yCD h I II O C ql; III SJCo Std W-5 & W-6 W g ° -1 I+ - �� + � -1 -t + I For Planing details - Conform ' CD � `< ° W 3.5 wide 00 II See Sheet 8 +51 ssMH#2 3.5 wide o + ❑ 0° , r ; < < ' N N SDI#16 0 AC Frontage + � + AC Frontage I S a K; {-a. F P P P �a SDI#1 1 o w :Z qnj. P� � Cas 1. G d � SCove 1 i y uu rii�l(Y u,.. (D o 0 o e _ ® +!� dv.�r► Con.s•}rvC•�•r'on *XC+- 5 k#,VV% or► P 4M%5 Orange Sta 10+00 !- ` L _� w w - - -W - ¢.. Z N�w1 8„ wa"I ev rN.4 w Q S n case r'n I, 11 gI W W---- - N W--------W--------w--- ------ --__= w====-==?w======w=======w====-r - W-----�---W ------- -- W------ wfl�j ---w---------w----------w-- -- DW _ �C wtG Y\. L' Academy Sta 10+00---- o --- ---- ------ 0----w- ----W-------w•---- - - ----W- -�^-- -♦ $ V 1"1''� v n d. " o sDMH#14 - - ORANGE STREET YG o n�a ♦ke�e e?OS4� aC I _LoRANGE STREET I sDMH#13 - - --------1---------------- -1-- --------- ------------------ - -� ------cn VV-�-_-_- _-_- .. ie so .. -.. ie'so D �•"� eRiocE 2sc 200 - �'. u Y 3 �`� J 1- p 1 11 12 V > > k� eV -T3 14 15 16 F 7 N' 8 m �•�� `S P 5S �n $-��.�rK��rvv 0 C i EC I I� - I aJ g O SDI 13 ' ' I . NMI' ` { F = I New _i (A Existing MBGR r� _ __. + 11 u + Sa ��.. _.._ _..9.-_ o Vert CG&S li + + � + EC eC + + rn o' cn to be removed. +50 _.__ o + cn See Sheet 9 for i °-+ rn ❑W MATCH 1 s a, ® See �1eet1 4 ? Sidewalk transition ' moo I ,, See Sheet 4 `� /� G ,, �° 1 Q 1 --Existin MBGR m oo m details (Detail #1) ' to remain in place. o a r R&D Existing Curve Return. I , 1° CD �° \ iI Reconstruct Curve Return CG&S ' -10 ± LF Concrete Install Storm Drain , '� See Sheet 9 for Sidewalk �, < , I III iI rn �_ �` S' 0 � � � r+ CD ( and install ADA Ramp. and Driveway transition o d Encasement per ManholeType 1 per SJCo o details Detail 2 n See Sheet 8 for details 1 h SJco W-10 (Typ) Std D 16See Sheet 9 for ° M O Sta 15+65 14 Rt \\ , ( # ) rt 1 I� I special re uiremenrs rn r Construct one 20 wide a• n and details (Typ) o Z Commercial Driveway �� r I III BEGIN WORK (A°` � per SJCo std R-14. Type - +52 29' Rt Install Fire Hydrant Install SDI T YP 1 f ll 281 LF tao€ yll Assembly and 8 Gate Valve Ins+73 29 Rt Install Fire Hydrant , I, Existing per SJCo Std W-2 and W-3 12"0 PVC Pipe (SDR 35) Assembly and Water Valve per SJCo I - 4'6" � Bridge Rail backfill trenches with Slurry { (Break -off check valve in Sta 12+36 16' Rt Std W-2 and W-3 (Break off check ul Cement. See SJCo Std D -13A 6 I; the Hydrant Assembly) Construct one 28' wide valve in the Hydrant Assembly) and Sheet 9 for details. Commercial Driveway �" Steel Dowel along safety- Edge Y y; ii I See SJCo Std R-14. edge and every 4' intervals ( O I _ EW*tkq Side"lk II I Existing Bridge Deck I I Install 4"x4" Concrete Safety Edge I X along the open -sided walking surface I of existing sidewalk. I SECTION E -E I + + + + + + + + + + + + + ++ + + + + + + + + + + + ++ + + _! O N 0 1-j Center Line. O N U'1 14 Fence to be removed. O N (n �I O N Cil �! Location of Existing Sewer Pipe. O O 4 0 v Location of Existing Water Line. O N 0 v O O -4 Sta 14+15 0' offset O N (T v 00 00 N 0 0 0 0 (n o CP 0 0 SSMH (1) 0 0 Sta 10+19.5 25' Lt O cn 0 (n 0 (n 0 co 0 O (,1 0 (n 6" w (IN) O (n SSMH (2) O (o -4 Maintain existing rim 0 (n 39.65 0 cn 000 (A 0 Z Z 6" NE (OUT) 6" S (IN) 6" NW (IN) SSMH (3) Z Z Maintain existing rim 44.50 39.50 39.50 39.50 Z Z Z Z 6" NW (OUT) 6" E (IN) 6" SW (IN) SSMH (4) Z Sta 16+04 9.5 Rt Z ZZ 42.44 37.84 37.84 Z Z z Z 6" N (OUT) 6" SE (IN) SSMH (5) Existing Sta 16+74 9.5' Rt Maintain existingrim 42'59 37.70 37.70 SSMH to remain in place elevation 6" N (OUT) 6" s (IN) SDI (1) Existing Sta 11 +90 21.5' Lt Maintain existing rim . 4384 39.01 39.05 SDI to remain in place elevation- - - 1s" w (OUT) 18" NW (OUT) SDI 13 ( ) New Sta 12+59 21.5 Rt Install new Storm Drain Inlet 43.73 40.88 12" NW (IN) (Type 1) SJCo Std D -13A SDI 16 ( ) New Sta 14+18 21.5' Lt Install new Storm Drain Inlet (Type 1) SJCo Std D -13A 43.30 40.48 12" E (ouT) M T1 m �! m�1 �m *r mTI m *i mTt m -n m� �mTI �mTI mTI m m m� Mrri TI e -9mTI M -9m M -9F. M-1 A M_9 m -n m� m rl I- �m G) 0 G') 0 G)G7 G)G7 00 00 00 00 00 G)G) 00 00 00 00 0 0 00 u )0 11 1-11 � 11 11 11 0 II 0 0 11 11 00 '1 11 00 11 11 0c) 11 00 C,00 11 11 11 1111 w 11 II II 00 11 11 00 11 II 0G) II 11 da 11 11 II 00 11 II 11 11 v 11 11 11 4 4 4 4 444 444 44 44 �? ?� 44 �� �� 4 p 4 4 44 A 44 44 4 ? 4 �� 44 11 �� 44 �� �� 44 44 44 44 4 444 ? (n (n Cn (n 4 44 444 44 44 44 44 44 44 44 44 4 ? 4(,1 W C„14 (rl W W W (r1 (.+(,+ N(�I NW NN N NN N N N NN NN NN NN N ANNO O iA ;D Co N (o Co 0000 4 bD Iv CACA 46 L(_A44N L�P-N 44 jV W N W O N O (fl 4 �o LW Cr1 Co O 4 -' N O � v p Cn w 4 CAJ L4 (A 4 Cn �! (n 00 ! O oDio � io (o io 1I O O (A C,� 4 00-1 (ANN CnCn Cn O W 4 N 00 00 L4 Cn 4 Cnv O � OD CA Lw O N � W O �I V O 1 L v (rl 41D, G+(n CA Z- 0000 v CA 4 oD 000 (O Ln O O QI N 4 O 4 (n (�1 tw N 45 43 41 39 37 35 10 11 12 13 14 15 16 17 18 45 43 41 39 37 35 'ON 133HS I N3M` aG Existing Right of Way. Construction Center Line. Existing Curb Gutter and Sidewalk. Existing Wire Fence to be removed. New Curb Gutter and Sidewalk. Existing Edge of Pavement. New AC Dike (Type C) Approximate Location of Existing Sewer Pipe. Approximate Location of New Storm Drainage Pipe. Approximate Location of Existing Water Line. Approximate Location of New Water Line. Approximate Location of New Water Service. Strucure Excavation and Backfill (Slurry Cement) 10 LF of concrete encasement of Water Main (Per SJco SP W-10) Typical Thrust Blocks Locations Direction of Flow SD. New fire hydrant assembly. Mailbox to be relocated. Existing water valve. New Gate valve. Direction of Flow. Existing Storm Drain Inlet New Storm Drain Inlet New 1" Dia water service per SJCo Std W-1 See Sheet 11 for all locations. New 2" Dia water service per SJCo Std W-1 See Sheet 11 for all locations. Place Monument Frame and Cover See Sheet 11 for locations. Storm Drain Maintenance Hole. Sanitary Sewer Maintenance Hole. Existing poles to remain in place (unless noted in plans) Existing Sign to be removed or relocated. ADA ramps to be installed. See Sheet 8 for ramp schedule and details. Existing Trees to remain in place. Existing Trees to be removed. STORM DRAIN MAINTENANCE HOLES AND STORM DRAIN INLETS SCHEDULE Item Location Remark Rim Elev Inverts SDMH (13) New Sta 12+85 0' offset Install new Storm Drain 44.34 40.77 40.77 Maintenance Hole Type 1.. 18" N (OUT) 12" SE (IN) SDMH (14) New Sta 14+15 0' offset Install new Storm Drain 43.90 40.38 40.38 40.38 Maintenance Hole Type 1 18" N (IN) 18" E (OUT) 18" S (IN) SSMH (1) Existing Sta 10+19.5 25' Lt Maintain existing rim 44.89 40.28 40.22 SSMH to remain in place elevation 6" N (OUT) 6" w (IN) SSMH (2) Existing Sta 11 +67 25' Lt Maintain existing rim 44.45 39.65 39.75 40.05 SSMH to remain in place elevation 6" NE (OUT) 6" S (IN) 6" NW (IN) SSMH (3) Existing Stu 12+00 45' Rt Maintain existing rim 44.50 39.50 39.50 39.50 SSMH to remain in place elevation 6" NW (OUT) 6" E (IN) 6" SW (IN) SSMH (4) Existing Sta 16+04 9.5 Rt Maintain existing rim g 42.44 37.84 37.84 SSMH to remain in place elevation 6" N (OUT) 6" SE (IN) SSMH (5) Existing Sta 16+74 9.5' Rt Maintain existingrim 42'59 37.70 37.70 SSMH to remain in place elevation 6" N (OUT) 6" s (IN) SDI (1) Existing Sta 11 +90 21.5' Lt Maintain existing rim . 4384 39.01 39.05 SDI to remain in place elevation- - - 1s" w (OUT) 18" NW (OUT) SDI 13 ( ) New Sta 12+59 21.5 Rt Install new Storm Drain Inlet 43.73 40.88 12" NW (IN) (Type 1) SJCo Std D -13A SDI 16 ( ) New Sta 14+18 21.5' Lt Install new Storm Drain Inlet (Type 1) SJCo Std D -13A 43.30 40.48 12" E (ouT) RECOR --DRAWING �"Mr1rion.� Changes By. ate 1% Person Using This Drawing Should Verity Information 6r Inspecting The S jp Of VV(rrk IHc/r/n <01\ Li No. 42581 Z � J'9 I CI � VI\- pF OPS\F� i David Mendoza RCE 42581 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE WOODBRIDGE STREETS IMPROVEMENTS (PHASE III) SHEET NO. SHEIL ETS 9 1s r--� ,� �_ COUNTY OF SAN JOAQUIN ° 1 40 '°° PLAN AND PROFILE Enrique Silva �yj� 7 , l�S�, �f SCALE IN FEET (Orange Street, Carolina Street and Academy Street) 3 11 DRAWER SHEET NO. %4 Boll