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Last modified
7/9/2024 3:23:21 PM
Creation date
1/23/2016 1:19:58 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Filbert Street, Robindale Avenue and Euclid Avenue Resurfacing
Limits
Filbert Street: Cherokee Rd. to Robindale Ave. Robindale Avenue: Sanguinetti Ln. to CCT Co. Railroad Euclid Avenue: Plymouth Rd. to Delaware Ave.
Year
2010
Project Engineer
L. Aguilar
Roads Worked
Filbert St., Robindale Ave., Euclid Ave.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4770 - SP4782
Type
Resurfacing
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LEGEND: <br /> R Conform to existing radii - - Right of Way Line Existing Curb, Gutter and Sidewalk to Remain <br /> Existing Maintenance Hole Frame and Cover —W—W— Existing Water Line Replacement of Curb, Gutter and Sidewalk <br /> Existing Storm Drain Inlet to remain in place —c c— Existing Gas Line Retrofit Curb Ramp Detectable Warning <br /> Existing Water Valve frame and cover to —Sc So— Existing Storm Drain Pipe Surface at Existing Curb Ramp per SP A88A <br /> remain in place or to be relocated by others Existing Utility Pole to remain in place <br /> 'ss—ss— Existing Sanitary Sewer Pipe <br /> Dwy <br /> 4~ �� � D5W from ConformDwy <br /> �2'N from Conform <br /> BOW <br /> Dwy Conform <br /> 2' from BOW <br /> 1 EP Li — BOW L Const RAW °' i (E) i i (E) i�w <br /> o p _ _ _ <br /> /I + Dwy I I Dwy �� i°"'Y + <br /> v �- -------- -- ------- - -- — — — — — — — — — — — <br /> O °° R _ TFC---- -- ----- --- - --- ------------ b. ----------- <br /> ------ ----------- <br /> . r t . .d< <br /> v to, `�w n w w w w w w w w w w w w w w - w •, - w w� w ----w ---u, z <br /> �rJ (n EUCLID AVENUE <br /> 9 <br /> °N 80 o 81 82 83 84 85 t <br /> Ln ty O L cn Ki <br /> E O _ M N <br /> Z ---- ---- <br /> Gtr _ _ __ __ <br /> '----- --- —�-- ---�_ —�__— -- ---�----_�—_—_�--- — --�— a'.. --- <br /> a ` R ��" - -- ---- -- -- ---- --- ---- ---- <br /> �' o M L) — — -- ---- -- -- ---- - - <br /> I — — — — — N <br /> C7. i <br /> ���� EP Li BOW I E E I <br /> N R W See Summary of Quantities for + i Dwy i Dwy Conform iD`"Yi + <br /> areas of CG&S replacement 2' from BOW <br /> PLAN SCALE <br /> 0 4'--I ��-L (Typ both sides) 0 20 40 60 100 <br /> D <br /> o See Driveway Detail, Sheet 9 SCALE IN FEET <br /> s <br /> Q � <br /> z Assumed Datum: 0 2 4 <br /> z Water and Ga line depths are not shown an profile. It shall be <br /> ......................ties ................. ........... VERTICAL <br /> a � Station 80+00 Elevation = 20.57 the contractors sole responsibility to protect: all existing utilities. SCALE IN FEET <br /> r� <br /> :.................................................:.................................................:........... <br /> CL <br /> 0 20 40 <br /> ........................:.................................................:.................................................:.................................................:.................................................:........... <br /> 25 New ct Grade SCALE IN FEET <br /> HORIZONTAL <br /> .......................... <br /> ............................................................................................................ ....................................................:..................................................... <br /> 25 <br /> ........................:. <br /> Existing Ct Grade <br /> .............................................Stir '80+62................................. . :.......... :................................... ............. <br /> 0 <br /> :........... El.ex.._..2Q.OS...................... . .......Sta 83+00........................:........Sta 84+00........................ ................... <br /> Sta-.80+.12................ ..S'L : ............. <br /> Elev - 20.30 Std'"82+00........................:. .............. <br /> ...................... ...... rt .........-............. ........ ........................ ...... -(L..EIev..=..20.47............... v = 0 7 Cr Elev = 20.75............... <br /> firN — <— <br /> N 20 �:` — — — — — : tl ................ <br /> v ::................... � _ -__... _ - --=---R- --..................................... C1�n < - —_ ....:_. ................:. 20 <br /> .............. .................................................:...... <br /> :........... ... .......................... <br /> _ _ <br /> FL (12t).. . FL (Lt) Sta 81 +00 ..............--.....�� . ..�� Sta 85+00.......... <br /> M EieV "-''20.'1'5............... ] C4 tsCan Uqtr1;rt fl...9.1.......... ................. <br /> .. , <br /> V � <br /> STA 80 81 82 8.3 84 85 <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN FILBERT STREET, ROBINDALE AVENUE AND EUCLID AVENUE RESURFACING Sheet No. <br /> I I ]E8 of 13 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> L. Ag-uilar 8110 <br />
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