|
A O"ER I'
<br /> R/W� jR� s
<br /> W I/
<br /> CATEY ROUiE12 PARCELS '1", '7"!k'8",GARY L ALFlERI,SOLE TRUSTEE OF TI#CAfiY L ALFIERI
<br /> Alternate edge ---_- _--- - /12Min dio voss WING TRUST, DATED FEBRUARY 11,2008,AND ANY AMENDMENTS THERETO;
<br /> pipe when •squired PARCELS '2"- '8"d:•8•,CR.ALFIERI, SOLE TRUSTEE UNDER THE CYNTHIA R.
<br /> Set Pips;n I;ns with- ^ (See notes 5 i 6) ALFIERI TRUST, DATED JUNE 13, 1998,AS RESTATED FEBRUARY 11, 2008 AND ANY
<br /> exislutg ditch Dt __ _ - AMENDMENTS THERETO
<br /> elevationto050' 19143 SOUTH CARROLTON ROAD
<br /> below ex;eting 'lawline -' ------'-'-` RIPON.CA.95388
<br /> 25' RDitch flowFine ALLEN RDA ITE D T� 1. THE FIRE ROAD IS LOCATED ALONG THE SOUTHERLY BOUNDARY OF
<br /> Z'AC ONF7i --I THE FOLLOWING ASSESSORS PARCEL NUMBERS: 245-070-80, 1
<br /> A T Edqe of existing pavement
<br /> 4'
<br /> AP M 0 246-070-61,245-070-62,243-070-63, 245-070-64,
<br /> RURAL DRIVEWAY ROAD 245-070-79,245-070-80,245-070-81, 245-070-86,
<br /> 245-070-67,245-130-58 AND 245-130-59.
<br /> STRUCTURAL SEC ION 2. THIS PROPERTY IS ZONED AG-40.
<br /> TYPE Dee) (Wx) AC AEt•m) (•In) VICINITY 1111AP 3. THE GENERAL PIAN DESIGNATION IS AJG,
<br /> 4. DOMESTIC WATER I BY iNOMIDUAl.ON-SITE WELT..
<br /> Rural & SANITARY SEWER WILL BE BY ON-SITE SEPTIC TANK MIO LEACH flf1D.
<br /> Re'id'entiol 12' 25' '/4� 4' R NO SCALE 7. THISS.
<br /> PROP DRAINAGE
<br /> ISWILL N REMAIN AS SUBJECT TO EXISTING.
<br /> FROM THE 100 YEAR
<br /> 30' EASEMENT FLOOD(PANEL NO, 656
<br /> mdusr-cul & THE PROPERTY ADDRESSES ARE 10057, 10113, 19171, 19285, 19343,
<br /> 10309, 19465 AND 19477 CARROLTON ROAD.
<br /> 8' 20' ROAD SURFACE■ 4' NOTES
<br /> Existing I-i Vor ►. ExiMirng- Va ELECTRIC UTILITY
<br /> pavement I pave ant y r 4'A.B.OVER COMPACTED AREA 1. THE LAND OWNER AND CONTRACTOR SHALL CONFORM TO ALL SAN JOAOUM
<br /> SUSGRADE TO 95X MIN. COUNTY BUILDING DEPARTMENT,PUBUC WORKS DEPARTMENT STANDARDS AND pq
<br /> RELATIVE COMPACTION INDICATES DIRECTION SPECIFICATIONS AND RIPON RURAL FIRE DEPARTMENT STANDARDS AND Ci
<br /> / 2A OF SURFACE SPECIFICATIONS W
<br /> Variable slops(10)C max --._..,,�� RUNOFF ONTO 2• R IS THE WNTRACI'DR'S RESPONSOUTY TO VERIFY THE IACATIpJ OF ALL
<br /> 0.5'Min- EXISTING PARCELS EXISTING UTILITIES.THE UTILITIES SHOWN HEREON ARE PLATTED FROM AVAILABLE
<br /> to meet ex sang ground
<br /> SECTION A-A 7+y,r F "� N0, 1-8 RECORDS AND SURFACE LOCATION TO SHOW GENERAL LOCATION ONLY.THE
<br /> NOTFc,
<br /> i rd. •�- y.y"4'i�.;: CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN
<br /> NOTIFIE1. Flowline of pipe shall be a min of 3'below ditch flowine and a max UNDERGROUND
<br /> AND HAVE BEEN N THE
<br /> THE D.THE OPPORTUNITY TD MARX THEIR
<br /> of 1/2 the diameter o'the pipe,below ditch flowline, q)To" W, CNN-SEC" UNDERGROUND FACILITIES IN THE FIELD,THE CONTRACTOR SHALL TARE ALL
<br /> NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL t1flLR1ES.
<br /> 2. At on intersection, no driveway shall be placed within 30'of the NOT TO SCALE I THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br /> Point of intersection of the master planned R/W lines. SITE CONDITIONS THROUGHOUT THE COURSE OF THE PROJECT, INCLUDING
<br /> 3. Driwwaya shall W of right angles to the street. {i REFER Ttl SAN JOAQUIN COUNM FlRE CHEEPS ASS0CAT ON SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH
<br /> 4, Circle driveways ore to be no closer than 75' between centers(res;dential) FlRE APPARAYUS ACCESS ROAD STANDARDS REQUIREMENTS.THIS CONDITION SHALL APPLY CONTINUALLY MO NOT BE LIMITED
<br /> or 80' between centers (commercial). TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL INDEMNIFY AND HOLD
<br /> 5. When voac pipe Is used,R shoo extend a minimum of 3' pact the toe of fill EXISTING EDGE HARMLESS THE)AND OWNER AND LAND SURVEYOR FROM ANY AND ALL
<br /> slopes of the driveway,all fill shall be compacted to 95X relative compaction. OF PAVEMENT LNBILf1Y,REAL OR ALLEOW, IN CONNECTION WITH THE PERFORMANCE OF WORK
<br /> Moximum fn slope 2:1. ON THIS PROJECT,EXCEPTING FOR LABILITY ARISING FROM THE SOLE
<br /> 6. Pipes shall be Class 2(min)-RCP,or 0.079•Galvanized Corrugated Steel pipe. •Ps I NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR.
<br /> the size varies according to the hydraulic requirement. L 4. THE QUANTITIES SHOWN ARE APPROXIMATE FOR PURPOSES OF OBTAINING THE
<br /> 7. Fire access made and driveways shall comply with the Son Joaquin County �' i BUILDING PERMIT ONLY, (APPROXIMATELY 972 CUBIC YARDS)
<br /> Fire Chefs Association, fire access road standards. '---'--'- - 3. SUBGRADE AND AAGREGAI�BASE TO BE COMPACTED TO 95X MIN-RELATIVE
<br /> &N3
<br /> Aapro+sa by_ ALLEN COMPACTION AND COMPACTION REPORTS FROM A GEOTECHNICAL ENGINEER WILL
<br /> 'PRIGRO M to-+ T BE REQUIRED BY RIPON RURAL FlRE DEPAiRTUENT.
<br /> DRIVEWAYS-TYPED 8 E q- E ROMP'` RQAD 6. PROVIDE CUL-DE-SAC NRUSRACCE PER SW JOAOUIN COUNTY FlAE CHIEFS
<br /> FOR AGRICULTURAL AND RURAL a , PROVIDE RU FINE DRIVEWAY
<br /> PER
<br /> ACCESS ROAD STANDARDS.
<br /> n.o"or.o,vu� -oats 7. PROVIDE RURAL DRIVEWAY PER SAN J NO
<br /> COUNTY DITCHES
<br /> X T)UNGROWING N0. �
<br /> R-17(NO CULVERT REQUIRED SINCE NO ROADSIDE TME MES E%IS'n UNDER
<br /> COUNTY OF SAN JOAQt'/N ss 10 ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT.
<br /> oerum.0 Torwesx:w"sem DETAIL O INSTALL DRIVEWAY UNDER 2D' 20'
<br /> Wdrkio8 fvr YlW oar.c-c:c'.,Std.Dwg.No,, R-17 ENCROACHMENT PERMIT PER
<br /> ` NOT TO SCALE SAN JOAQUIN COUNTY fJM
<br /> STANDARD DRAWING N0. R-17
<br /> }} 20' $^
<br /> 189 20'
<br /> Orbe•. • 189' 168' 189' 228' 227' y
<br /> IOi
<br /> g16111 Qq
<br /> � -APPROXIMATE OENTERLME
<br /> OF FIELD BREAK Y ;•r PAID: *111• � PAML will � PARCEL •4 pip; •3` Tp JMI• � PARCEL •1• i VVV� C a
<br /> 130 AC. 1.50 AC. 1.50 AC. 1.30 AC. 1.79 AC. aS 1.80 AC. 2.00 AC. O
<br /> \
<br /> R� SOLD possibly For SOLD For Sae For Sale For Sale Parcel with It s7
<br /> Sale GRADE ROADWAY TO
<br /> •?• misting house cc
<br /> / / GRAIN RUN_OFF OMTOPARCELS NORTH �
<br /> ^SEE NCTE NO, 6 _ ROADWAY(TYP.) OF
<br /> 4"*TG n"NMWIM- ---taC- - Y !64'- IBB' ---',�;
<br /> PROposm 30-FOOT INGRESS/EGRESS 1 I SEE NOTE N0, 7 AND A N
<br /> FIRE ROAD PIAN AND UTILITY EASEMENT SEE DETAIL'S 20 ROA
<br /> SCALE: 1" 66.53'100' 98SEC. 10 BEC.11 1
<br /> TAI.RAE, I Ml&M.
<br /> QUARTAROU k ASSOCIATES.INC., 2018, ALL RIGHTS R6LRVm sem
<br />
|