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RAW
<br /> SAW GUT
<br /> -EX/5T PAV'T
<br /> 1 . CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br /> FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
<br /> 1 OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND
<br /> 7' Z 32 f99O •9g.� I PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br /> AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT
<br /> ,EXIST EP i/ /S /2, - +y61 I CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS,
<br /> _ 0 Q SAN JOAQUIN COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL
<br /> - - - --- I LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
<br /> v.•.'n.': c o o .o o o .. o o _. 9e•V O PERFORMANCE OF WORK ON THIS . PROJECT.
<br /> 2 I I 2 . PRIOR TO PERFORMING ANY WORK WITHIN THE ROAD RIGHT-OF-
<br /> r /5' _ W WAY, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT
<br /> 3 3`*1N.) TYPE LAG Of/ER I r FROM THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br /> 3" TYPE °B A.C. OVER PR/ME GOAT OVel� P,e/ME GOAT ovE,g EX/57-
<br /> AS x9e.i
<br /> Cl. 7L A.A3. (3/4"MAX. 3 . ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE
<br /> OVER 8" COMPACTED O•G. e 957, R.C. "990 I "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SAN
<br /> ZO PRIVATE gD,4P -,46 I JOAQUIN COUNTY STANDARDS.
<br /> TYPICAL CROSS SECTION - JACK TONE ROAD "99'Z of 4. ALL COMPACTION TESTS , AND MATERIAL SAMPLING AND TESTING
<br /> x9E.3 +qy1 k I SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
<br /> 5 . ANY CHANGES ON THE APPROVED IMPROVEMENT PLANS AND
<br /> 2'-O" I SPECIFICICATIONS MUST BE PREPARED AND CERTIFIED BY THE
<br /> did "CIVIL ENGINEER" , AND SHALL BE SUBMITTED TO THE DIRECTOR
<br /> OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br /> Score line if 1 1/2" 3 '0 98.2
<br /> monolithic pour x964 98 �P/N // R q I 6 . THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT
<br /> 6" 2" *� {� I (USA) 48 HOURS PRIOR TO ANY EXCAVATION BY CALLING THE
<br /> R=1" ((� I TOLL-NUMBER (800 ) 642-2444 .
<br /> CONSTRUCTION QUANTITIES qE�
<br /> 7 .
<br /> y ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO THE
<br /> Slope 1/4" per foot STREET SECTION 19t W PLACEMENT OF THE CURB, GUTTER AND SIDEWALK AND PAVING.
<br /> W +9�'
<br /> ;t ITEM QUANTITY 7
<br /> n6!'
<br /> . •` �'. �'•` ,'. �'` <. x98.9 Q ` 8. THE CONTRACTOR SHALL NOTIFY LOCKEFORD COMMUNITY SERVICE
<br /> 4L = ; REMOVE EXISTING PAVEMENT 1938 SF x99.2
<br /> ROADWAY EXCAVATION 200 CY I O DISTRICT 48 HOURS PRIOR TO PLACING AND/OR CONNECTING WATER
<br /> ' 'e'' a " •:. " . x . :a 4 4 �,. 5X15T.. 6KAV, � 19 +q6' LINES.
<br /> ;'• � �� COMPACT ORIGINAL GROUND 3280 SF ,98.0 +9 ' Q
<br /> �. a Co !a , a :4 :n _L CLASS II AGGREGATE BASE 1 1 2 CY I
<br /> n TYPE "B" ASPHALTIC CONCRETE
<br /> Key joint ( INCLUDING PRIME COAT ) 34 CY / I
<br /> unless monolithic TYPE "D" CURB & GUTTER & /J
<br /> Seven 5/8" x 24" long pour
<br /> SIDEWALK 189 LF
<br /> steel dowels greased and 1 1/2' RESIDENTIAL DRIVEWAY 32 LF 014 I +914 [
<br /> wrapped one side through 6.. 6., RELOCATE EXISTING STREET SIGN 2 EA I Q
<br /> every expansion joint STRIPING 420 LF x98..7 x96.2 98.5 x97./ xe7o
<br /> NOTES: STREET LIGHT 1 Eq
<br /> 1. Refer to Standard Drawing No. R-11 for locations of score marks, weakened STORM DRAIN SYSTEM
<br /> plane joints, construction joints and expansion joints. ITEM QUANTITY
<br /> 2. In lieu of the key shown, a rectangular key 1 1/2" x 3 1/2" REMOVE EXISTING DROP INLET 1 EA
<br /> may be used. REMOVE EXISTING CULVERT PIPE LUMP SUM
<br /> 3. All radii are 3/4" unless otherwise noted. 12" RCP (CLASS III )
<br /> 4. Curb, gutter, and sidewalk shall have a fine broom finish. ( INCLUDING CONCRETE COLLAR
<br /> 5. All curb return shall be type A curb and gutter. CONNECTION & CONNECTING
<br /> 6. For subgrade "R" value less than 50, place six inches aggregate sub EXISTING CULVERT TO DROP
<br /> base under all concrete and compact to 90%. Subgrode material under INLET) 220 LF
<br /> curb gutter and sidewalk shall be compacted to 90% relative compaction 1IN STORM DRAIN INLET 1 EA
<br /> to a depth of six inches.
<br /> 7. Construct expansion joints ® 200' maximum and at returns, around WATER SYSTEM
<br /> pole, hydrants, other fixed objects in sidewalk, and driveways. ITEM QUANTITY
<br /> 8. Transverse weakened plane joints shall be constructed © 10' maximum
<br /> intervals. 1 " WATER SERVICE AND BOX 2 EA
<br /> ADJUST EXISTING WATER BOX
<br /> TO GRADE 2 EA
<br /> FIRE HYDRANT ASSEMBLY
<br /> ( INCLUDING TEE , 6" VALVE,
<br /> TYPE 11 D" 6" WATER LINE & FIRE HYDRANT , EA LOCKEFOR D RANCH DRIVE
<br /> CURB, GUTTER & SIDEWALK
<br /> Alternate
<br /> "Warped Wing" B _.-..., SITE & GRADING PLAN .
<br /> �,.._ MOKELUMNE
<br /> h Pf65"
<br /> SCAGE / " = 30' io(JREAU OF FIRE PREVENT1pN
<br /> A A FIRE DEPARTMENT
<br /> - - I f - J $S ��rlG -- e o. rznc i � ,�s� 13RANDf Ro.
<br /> L .--_---- Jl` LOCKFFORD, CALIFORNIA
<br /> - --
<br /> ;-�•` ! '' NOTES : {A t E iJ ApPr ted
<br /> 1 Disapproved : See RemarKs
<br /> 1. Frame and Grate shall conform to ❑APPrOved wah changes : See Remark
<br /> p ,�___� Standard Drawing No. D-16.
<br /> �0' GAGfftFORD Remark
<br /> D
<br /> / 2. Two feet minimum below finished Date
<br /> 8y
<br /> P/L Alternate grade in new development. In OG SATE Appiicant certifies Clat the property PLAN VIEW existing streets, may be less than 1 G P p ty is as described
<br /> Warped wing' V by this plan and that all existing and proposed structures
<br /> 2' with the approval of the engineer. and imprOtements are showA. The applicant agrees to
<br /> A See note 1 CO ete proposals as shown and to comply wib) all the
<br /> ,8R A N D r )90. on: . Approval of Plans snall not be construed
<br /> to be aor an approval of any violation of any
<br /> Expansion Joint
<br /> P/L Mortar STA TE section of ft Uniform Fire (,)de, National Fire Protection
<br /> AesolIaDon Standards or codes and ordinances of the
<br /> a Uol�lumrre Rural County Fre Protection District a San
<br /> No sidewalk c cv v
<br /> Grade Rings il'oaouinCou
<br /> �� 6'• P.C.C. � Curb - �
<br /> Sidewalk I � - Mortar -
<br /> N Z V
<br /> �Lb
<br /> UTTILITY SERVICES PROVIDED BY:
<br /> 18" R.C.P., CL III WATER: LOCKEFORD COMMUNITY SERVICES DISTRICT
<br /> A �Gutter
<br /> ) SANITATION: LOCKEFORD COMMUNITY SERVICES DISTRICT
<br /> 4. 72' Minimun 4' 3. ) STORM DRAINAGE : LOCKEFORD MAINENANCE DISTRICT
<br /> 30' MaximumL04.'
<br /> \r 4. ) STREET LIGHTING: LOCKEFORD MAINTENANCE DISTRICT
<br /> V 5. ) ELECTRICITY: P. G. &E .
<br /> C4 A
<br /> NOTES: P/L
<br /> 1/2" lip r ,_ Q 7. ) TELEPHONE: PACIFICEBELL
<br /> .
<br /> �U��.'
<br /> 1. Driveway to be located entirely within the frontage of lot served. 11 '
<br /> Mortar (typ.) p ,.�' St V0�
<br /> 2. Minimum 3' of vertical curb between adjacent driveways. '- • ' SECTION B - B
<br /> Class "g' concrete Z_" <5" ,I.
<br /> Section A -A SECTION A-A r19, C 4rF41
<br /> EXP.
<br /> TYPICAL RESIDENCE DRIVEWAY
<br /> APPROVED BY: MOKELUMNE FIRE DISTRICT
<br /> AT VERTICAL CURB & GUTTER 18STORM / I / I ITY
<br /> MAP-
<br /> IVDRAIN INLET
<br /> tip" i at a Date
<br /> =DEPENT
<br /> OF SAN JOAQUI DAVID DOWDY - CIVIL ENGINEER JACK TONE ROAD SHEET
<br /> OF PUB oRKs APPROV BY LOCKEFORD COMMUNITY APPROVED BY: PUBLIC HEALTH SERVICES GALT, CALIF.
<br /> SERVICES DISTRICT
<br /> APPROVED: DATE: DATE: /°12119`✓• TITLE SHEET
<br /> RCE No: '1� o.�i �T /��� �=` 4 t RCE NO: 45G4� OF
<br /> DIREcr OF PUBLIC WORKS EXP DATE: SIG ATURE *DE SIGNATURE DATE UP DATE: Z 3 9 Z
<br /> DESIGN ENGINEER
<br />
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