|
R/W AR/W OWNERS A
<br /> y�
<br /> q1'
<br /> PARCELS"1', '7'k B',GARS'L ALFIERI.SOLE TRUSTEE OF THE GARY L ALFIERI
<br /> -'" LIVING TRUST,DATED FEBRUARY 11,2008,AND ANY AMENDMENTS THERETO;
<br /> PipeAlternate edge tY Min die cross PARCELS'2'-'6'&'8',C.R.ALFIERI,SOLE TRUSTEE UNDER THE CYNTHIA R.
<br /> Pipe when re d
<br /> Set Pipe in line with (See notes 5&r 6) ALFlETtI TRUST,DATED JUNE 13, 1998,AS RESTATED FEBRUARY 11,2008 AND ANY
<br /> existing ditch at _ _____________ z 1914,3AMENMENTISTHERETO
<br /> elev0.25'l00.50' 19143SOUTH CARROLTON ROAD
<br /> below existing Howline� -- ---------------- RIPON,CA 95366
<br /> 25'R D SITE DATA
<br /> - I 1. THE FIRE ROAD IS LOCATED ALONG THE SOUTHERLY BOUNDARY OFs2'AC OVER A�""' Edge of existing pavement THE FOLLOWING ASSESSORS PARCEL NUMBERS:245-070-60,
<br /> 4'A8 245-070-61,245-070-62.245-070-63,245-070-64RURAL DRIVEWAY 245-070-79,245-070-80.245-070-81,245-070-86,
<br /> 245-070-87,245-130-58 AND 245-130-59.
<br /> 2. THIS PROPERTY IS ZONED AG-40.
<br /> TYPE STRUCTURAL SECTION PCC 3, THE GENERAL PLAN DESIGNATION IS A/G.
<br /> (es,, (IIm.> AC Amen) cMM) VICINITY MAP 4. DOMESTIC WATER IS BY INDIVIDUAL ON-SITE WELL.
<br /> Rural 5. SANITARY SEWER WILL BE BY ON-SITE SEPTIC TANK AND LEACH FIELD.
<br /> Residentiol
<br /> LJ
<br /> 12' 25' /4' 4' NO SCALE 6. STORM DRAINAGE WILL REMAIN AS EXISTING.
<br /> 7. THIS PROPERTY IS NOT SUBJECT TO INUNDATION FROM THE 100 YEAR a a
<br /> 30.EASEMENT FLOOD(PANEL NO.655F). 0
<br /> In ustrial 8. THE PROPERTY ADDRESSES ARE 19057, 19113, 19171, 19285. 19343. H Iz
<br /> 19399, 19465 AND 19477 CARROLTON ROAD. W
<br /> 6' 20'ROAD SURFACES 4• NOTES
<br /> Exist Vor ExisUn Vo W
<br /> pavement I(� pavement UTIEUELITY4� SUI;��E'
<br /> 'A.B. COMPACTED � 1. THE LAND OWNER AND CONTRACTOR SHALL CONFORM 70 ALL SAN JOAQUIN 'i
<br /> AREA 95%MIN. COUNTY BUILDING DEPARTMENT.PUBLIC WORKS DEPARTMENT STANDARDS AND pG W zrM 9MPACTIONINDICATES DIRECTION SPECIFICATIONS AND RIPONRURAL FIRE DEPARTMENT STANDARDS AND a O 1--1 Oa m % OF SURFACE SPECIFICATIONS. FLI I+ OV riable slope(10x o) RUNOFF ONTO 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL 3rr1 V0.5' Min to meet existing ground EXISTING PARCELS EXISTING UTILITIES.THE 11T1UTIES SHOWN HEREON ARE PLOTTED FROM AVAILABLE4. ,Z
<br /> i NO. 1-8 RECORDS AND SURFACE LOCATION TO SHOW GENERAL LOCATION ONLY.THE
<br /> SECTION A-A A
<br /> NOTES: CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UDLItt AGENCIES HAVE BEEN d Cy
<br /> t NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR
<br /> 1. Flowline of pipe shall be a min of 3'below ditch flewline and a max UNDERGROUND FACILITIES IN THE FIELD.THE CONTRACTOR SHALL TAKE ALL 0 ^
<br /> of 1/2 the diameter of the pipe,below ditch flowline. O TYPICAL ROAD CROSS-SECTIDN NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES. P:
<br /> 2. At an intersection,no driveway hall be placed within 30'of the 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB W
<br /> N07 70 SCALE
<br /> point of intersection of the master plannetl R/W linea. SITE CONDITIONS THROUGHOUT THE COURSE OF THE PROJECT,INCLUDING
<br /> 3. Driveways shall be at right angles to the street. A REFER TO SAN JOAQUIN COUNTY FIRE CHIEFS ASSOCIATION SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH y
<br /> 4. Circle driveways are to be no closer than 75'between centers(residential) FIRE APPARATUS ACCESS ROAD STANDARDS REQUIREMENTS.THIS CONDITION SHALL APPLY CONTINUALLY AND NOT BE LIMITED
<br /> or 80'between centers(commercial). TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL INDEMNIFY AND HOLD
<br /> S. When cross pipe is used,it shall extend a minimum of 3'past the toe of fill EXISTING EDGE HARMLESS THE LAND OWNER AND LAND SURVEYOR FROM ANY AND ALL
<br /> lopes of the driveway, all fill shall be compacted u to 9577 relative compaction. OF PAVEMENT LIABILITY,REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE OF WORK
<br /> Maximum fill slope 2:1. ON THIS PROJECT,EXCEPTING FOR UABIUTY ARISING FROM THE SOLE
<br /> 6. Pipes shall be Class 2 in RCP,or 0.079'Galvanized Corrugated Steel e, 'P I NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR.
<br /> the size varies according tothehydraulic requirement. 9a pip 41f 4. THE QUANTITIES SHOWN ARE APPROXIMATE FOR PURPOSES OF OBTAINING THE
<br /> 7. Fire access roads and drivewoys shall comply with the San Joaquin County _ _ =i BUILDING PERMIT ONLY.(APPROXIMATELY CO CUBIC YARDS)
<br /> a __
<br /> Fire Chiefs Association, fire occess rootl standards. ------ -- - O 5. SUBGRADE AND AGGREGATE BASE TO BE COMPACTED TO 9577 MIN-RELATIVEHMI
<br /> y .� COMPACTION ANO COMPACTION REPORTS FROM A GEOTECHNICAL ENGINEERWILL
<br /> is PROPOSED 20-FOOT r J BE REQUIRED BY RIPONRURAL FIRE DEPARTMENT.vvfDRIVEWAYS-TYPED E cJ-B �) _ FIRE ROAD �_D 6. PROVIDE CUL-DE-S4C NRNAROUND PER SAN JOAQUIN COUNTY FIRE CHIEFS
<br /> FDR AGRICULTURAL AND RURAL ;;/�►�� 3 ASSOCIATION FIRE APPARATUS ACCESS ROAD STANDARDS.- UIm 7. PROVIDE RURAL DRIVEWAY PER SAN J NO R COUNTY STAROARX DRAWING N0.U ENCR (NOENT PLT REQUIRED SINCE NO ROADSIDE DITCHES EXIST)UNDERCOUNTY OF SAN IOAQU/N � W ENCROACHMENT PERMR FROM PUBLIC WORKS DEPARTMEM.std.p„g.�,,, R-17 DETAIL D INSTALL DRIVEWAY UNDER 20' 2DEC 2014 ENCROACHMENT PERMIT PER NOT TO SCALE SAN JOAOe6F' STANDARDUIN COUNTYDRAWING NO.R-17 20' Ie� tV 20' No
<br /> 89' B9' 189' 189' 226' 227' 0
<br /> APPROXIMATE CENTERLINE ♦�
<br /> Z
<br /> �OF FIELD BREAK PARCEL -7- PARCEL '6w PARCEL '5' a PARCEL 4- PARCEL e3w a PARCEL -Z' PARCEL w1w I O
<br /> 1.50 AC. 1.50 AC. 7.50 AC. 1.50 AC. 1.79 AC. `� 1.80 AC. 2.00 AC. Q
<br /> ,p` I SFF NOTE NO. 6 SOLD Possibly For SOLD Far SYe Fav Sale For Sale Perch With 0
<br /> i a Sale GRADE ROADWAY TO wlsUlp house
<br /> r �
<br /> T I p DRAIN RUN-OFF 0T
<br /> _____ _ _ ROADWAY(TYP.) OF I V
<br /> 1 I I08't TO FIELD BREAK I---- ------ - -- 11�_, _�_ _�_'1 __�_ ___�1 __�_ .. ------_- SEX;,J AL BEC.
<br /> l�
<br /> ----EM PROPOSED 30-FOOT INGRESS/EGRESS ALLEN [Ij
<br /> FIRE ROAD PLAN AND UTILITY EASEMENT ♦ SEE DETAILSEE NOTE NB_7 AND/� zo' ROASCALE: 1's 100' 1865.53' SEC. 10 SEC.
<br /> us..RBE, I M.D.B.k M.
<br /> O QUARTAROU @ ASSOCIATES, INC.,2018.ALL RIGHTS RESERVED
<br />
|