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Sta. 2+00 23' (Lt.) AUGUST SCHOOL Existing Curb, Gutter and Place 355 L.F.-12"0 - Construct Storm Drain Remove existing side drain � Sidewalk to remain in places Reinforced Concrete Pipe (Class V) Inlet. Top of Grate Elevation 24.08' Refer to Sheet 3 for Trench repair 6 � - Existing R/W and pipe connection details. Sta. 3+53 � Construct 355 L.F. Curb, Construct 22' wide commercial c Driveway opening (See General Note 4) a Match existing Gutter and Sidewalk (Type A) Refer Refer to S.J.Co. Std. Dwg. Refer to Sheet 3 for Details x Curb,Gutter and Sidewalk transition C w o Sta. 0+64 23' (Lt.) R-6 for Details. i Construct Storm Drain Begin Roadway Widening Remove existing Inlet. Top of Grate Elevation 24.34' > ` Sta. 0+30 54'(Lt.) C.G.&S. a � Relocate 330 Existing Fence and Gate 3 � Sta. 3+91 -23' (Lt.) L.F. Chain Fence to remain in place o Construct Storm Drain Remove Refer to S.P. A85 0 + Inlet. Top of Grate Elevation 23.71 ' 30" Tree for Details Remove 30" Oak Tree a --_ R/W 5' P.U.E. Remove 30" Tree Remove w toExisting ain Gn&Slate 24' Tree relocSandated tobox be bS.U.S.D. 10 P — r A— — — - o.� �z — x .r�--X—x��--� x ♦�..�x x��C.�x x��.max.�X�x x ._J,�x ._. .x -' .mat ._.r.J( ...�.x X ,_•_x •7=-•'x ' x w Q r. _ bs - . - s '- - N : .. � S Ln i s S 0+00 W 1 �I 3 4 5 6 2 A � - S S - 0 Remove 22 L.F. I of Exist. Lateral pipe SUTRO AVENUE w I � � CONST. Construct 20 L.F. Curb, Gutter & Sidewalk (Type A) Existing Chain Fence to remain in place LEGEND UTILITIES LEGEND R/W Const 0.30' Asphalt Concrete over Telephone Pole 5' _ 0.70' Aggregate Base Widening P.U.E. 32 �_. Existing Curb, Gutter and *� Joint Utility Pole Limits of Clearingand Grubbing, and Earthwork (Roadway Widenin 9, ( Y 9) Sidewalk to remain in place Temporary Construction Easement * Fire Hydrant Relocated 23' R Radius to Face of Curb * Water Meter I Fence ♦ Existing Sprinkler Heads to be relocated by S.U.S.D. Da Water Valve Frame and Cover to be adjusted by others I 12' 10' Sanitary Sewer Manhole (Existing) 6' 2' Construct Handicap Ramp (Case C) Refer to S.J. Co. Std. R- 10o and R- 10b. - 2' Conform Line Cut Existing GENERAL NOTES S -- sanitary Sewer (Existing) conform Pavement H Ramp slopes shall be 6.67% Min. to 8.33& Max. 1 . The Contractor shall notify Mr. Art Hand, Jr. (209) 953-4078, of The requirements on Note No.11 on S.J.Co. Std. Dwgs. -- D Storm Drain (Existing) -- - shall not apply. G Gas Main (Existing) _ Stockton Unified School District 5 working days prior to beginning - - - work. The school district will construct temporary security fence W — Water Main (Existing) along the west side of temporary construction easement. - 0.60' Asphalt Concrete (Mist. Areas) Construct � Existin Roadway Width = 1 ' except for Storm Drain Sanitary Sewer Manhole (Existing) -Frame and Curb, Gutter and 9 Y 2. Existing highway and utility facilities shall remain in place unless Trench Resurfacing Cover to be adjusted to grade Sidewalk (Type A). O L0.30' Asphalt Concrete Refer to S.J, Co. otherwise noted on the plan. - - 0.70' Aggregate Base �— New Storm Drain Std. R-6 for details 4 3. Whenever new concrete, curb, gutter and sidewalk are to conform - 12"0 Reinforced Concrete Pipe (Class V) to existing concrete, the existing concrete shall be saw cut to * To be relocated by others prior form a neat and straight conform line. Refer to S.J.Co. Std. to roadway construction SECTION A—A R-9 for Curb Transition Detail. Sta. 0130 to Sto. 3+92 Lt. 4. Back of sidewalk elevation across driveway shall be warped to conform with paved surface to allow for drainage. LEGEND Driveway may be closed for a maximum of 5 working days. Construction of commercial driveway opening shall he considered ■ Var: 0'-12'- Sta. 0+39 to Ste 1 +50 (Lt.) as included In the contract unit price paid per linear foot for Minor � Transition 15' to 10'- Sta. 0+64 to Sto 1 +50 (Lt.� Concrete (Curb, Gutter and Sidewalk) and no additional compensation will be allowed therefor. 4 U.S.G.S. Datum i Existin 12" 0 Storm Drain Pipe Remove Portion 2s o : P ( > - Existing Profile J 26 N ...................:...................:...... ..v . ....:.... .. - -............................................................................ .......... ............... ............... ............... ............... ..... ..... ............... ..... ........ ................... ............ ................... ... . . . ............... ............... ............... ... f t G d ft — _ — + w — 0 02%— ,� er a e + w ..Gut' Le Existing Getter Top of Grate a 0'02% 24 \`- Elev= 2434' Tupof Grate (Waterloo Rd.) / — Elev= 24.08' II PROFILE SCALE: ............ ............. ...:.. ......F.4 ... .Z:.S�:............................. :...................:... .. :...................:...................:..................................... :. _...Top..of...gate............:................. .......... ... Elev- 71 Ill34 Lf. 12"0 Reinforced Concret6 Pipe (Glass V) = 0.001 - b 22 FL= 21 .67'x\ / : : : 1 90 L.F. 1 2"gib Reinforced Concrete Pipe: (Class �f) S= x.001 HORIZ. AFL- 21 .71 ' Scale�in Feet 22 23. I / - FL=' 20.03' FL= 2$.04' VERTi i i i i :. ..... . ........ :.....1. .....:...................:... . i`..... / .................................... ...... . . .. r _ :.......................................:...................:................ ..........................................:...................:................. Seale.. .. F��t.... ..4............... ...... . �xisfrng .S.U.S.b. 12 t� FL 21 .85 .:.. ..:.. :� Storm ©rain Pipe 20 ,Y 20 FL- 18.97 31` L. F. 12'`O Reinfo+ced 'Concrete Pim (Class ) S=0:001 � ' Connect to Existing Pipe SHEET TOTAL Cu. x . Yds. STA. 0+00 1+00 2+00 3+00 4+00 5+00 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE ' ' ' SHEET TOTAL COUNTY OF SAN JOAQUIN 0 20 40 PLAN/PROFILE SUTRO AVENUE IMPROVEMENTS NO SHEETS fad 1& ..�P.f� 9/96 �. ,�R 7� y G� ��6d�;d % 'sc //� _ Add`/� SCALE: 1 "=20' AND TYPICAL SECTION (Waterloo Road to August School) 2 3 FILE NAME DRAWER SHEET N0. ACAD r:EVISIONS DATE e: \final\_;ept96\sutro\plan