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A�••� OWNERS
<br /> R R/ly a
<br /> /W'� �-W--� (TATE HIGHWAY ROUTE 12 PARCELS"1', 7"&"8",GARY L.ALFIERI,SOLE TRUSTEE OF THE GARY L.ALFIERI
<br /> Alternat?g, 12"Mlndo cross LNING TRUST, DATED FEBRUARY 11,2008,AND ANY AMENDMENTS THERETO;
<br /> z < PARCELS"2' "6"&"8", C.R.ALFIERI,SOLE TRUSTEE UNDER THE CYNTHIA R.
<br /> pipe when requ;retl w ALFIERI TRUST,DATED JUNE 13, 1998,AS RESTATED FEBRUARY 11,2008 AND ANY
<br /> Sel pipein line with (See notes 5&8) < UZting ditoat - ------------- - - o zAMENDMENTS THEREFO
<br /> 0.25'to 0.50 --- p a 19143 SOUTH CARROLTON ROAD
<br /> below existng flowline ---------------- > aRIPON,CA 95366
<br /> Ditch(towlineALLEN ROADSITE DATA
<br /> _______ TE IHE FIRE ROAD IS LOCATED ALONG THE SOUTHERLY BOUNDARY OF
<br /> 2'AC OVER ¢ THE FOLLOWING ASSESSORS PARCEL NUMBERS: 245-070-60,
<br /> 4"AS A -Edge of existing pavement MELLO 245-070-61, 245-070-62,245-070-63,245-070-64,
<br /> RURAL DRIVEWAY ROAD 6 245-070-79,245-070-80,245-070-81,245-070-86,
<br /> 245-070-87,245-130-58 AND 245-130-59.
<br /> 2. THIS PROPERTY IS ZONED AG-40,
<br /> TYPE W STRUCTU AL$E TION 3. THE GENERAL PLAN DESIGNATION IS A/G.
<br /> (.in) (uo,) AC ARIAn) flea) VICINITY MAP (9 4. DOMESTIC WATER I BY E BY ON-SITE
<br /> ON-SfTE WELL. Z
<br /> Rural 5. SANITARY SEWER WILL BE BY ON-SITE SEPTIC TANK AND LEACH FIELD.
<br /> Residentml 12 25' '/ate 4" p NO SCALE 6. STORM DRAINAGE WILL REMAIN AS EXISTING.
<br /> �L 7. THIS PROPERTY IS NOT SUBJECT TO INUNDATION FROM THE 100 YEAR G+
<br /> 30'EASEMENT FLOOD (PANEL NO. 655F). F
<br /> Indust-, 8. THE PROPERTY ADDRESSES ARE 19057, 19113, 19171, 19285, 19343,
<br /> 19399, 19465 AND 19477 CARROLTON ROAD. W
<br /> 6' 20'ROAD SURFACE x 4' NOTES
<br /> Existing �Yor-.y Existing �M-I ELECTRIC UTILITY W '�
<br /> Dovement pavement f UTILITY 4"A.B. OVER COMPACTED AREA 1. THE LAND OWNER AND CONTRACTOR SHALL CONFORM TO ALL SAN JOAQUIN >
<br /> AREA SUBGRADE TO 955 MIN. COUNTY BUILDING DEPARTMENT, PUBLIC WORKS DEPARTMENT STANDARDS AND O a W
<br /> ---- - RELATIVE COMPACTION INDICATES DIRECTION SPECIFICATIONS AND RIPON RURAL FIRE DEPARTMENT STANDARDS AND
<br /> OF SURFACE SPECIFICATIONS. L1.T'^ U
<br /> �Variabk slope(70S-)-1" ?$ RUNOFF ONTO 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL
<br /> 0.5'Alin to meet existing
<br /> ground
<br /> EXISTING PARCELS EXISTING UTILITIES.THE UTILITIES SHOWN HEREON ARE PLOTTED FROM AVAILABLE '-' Q+' z
<br /> N0. 1-e RECORDS AND SURFACE LOCATION TO SHOW GENERAL LOCATION ONLY.THE A ,a
<br /> SECTION -at
<br /> "••:.�• CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES HAVE BEEN
<br /> NOTES NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR d
<br /> 1. Flowline of pipe shell be a min of 3'below ditch flowline and a maz UNDERGROUND FACILITIES IN THE FIELD.THE CONTRACTOR SHALL TAKE ALL 0 O
<br /> of 1/2 me diameter of the pipe,below ditch llowline. (Q TYPICAL ROAD CROSS-SECTION NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES. 04
<br /> 2. At an intersection,no driveway shall be placed Within 30'of me C'/ 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
<br /> NOT TO SCALE Gx7
<br /> point of intersection of the master planned R/W lines. SITE CONDITIONS THROUGHOUT THE COURSE OF THE PROJECT, INCLUDING
<br /> 3. Driveways that be at right angles to the street. 3( REFER TO SAN JOAQUIN COUNTY FIRE CHIEFS ASSOCIATION SAFETY OF ALL PERSONS AND PROPERTY AND COMPLIANCE WITH ALL HEALTH a
<br /> 4. Circle driveways are to be no closer than 75'between centers(residential) FIRE APPARATUS ACCESS ROAD STANDARDS REQUIREMENTS.THIS CONDRION SHALL APPLY CONTINUALLY AND NOT BE UNITED [s,
<br /> or 80'between centers(commercial). TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL INDEMNIFY AND HOLD
<br /> 5. When cross pipe is used,it shall extend a minimum of 3'post the toe of fill EXISTING EDGE HARMLESS THE LAND OWNER AND LAND SURVEYOR FROM ANY AND ALL
<br /> slopes of the driveway,all fill shall be compacted to 95%relative compaction. OF PAVEMENT LIABILITY.REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
<br /> Maximum fill elope 2:1. ON THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE
<br /> 5. Pipes snoll be Claes 2(min)RCP,or 0.079"CoWonizetl Corrugated Steel pipe, P NEGLIGENCE OF THE LAND OWNER OR LAND SURVEYOR.
<br /> the size varies according to the hydraulic requirement. �d
<br /> 4. THE QUANTITIES SHOWN ARE APPROXIMATE FOR PURPOSES OF OBTAINING THE
<br /> 7. Fro access roads and driveways shell comply with the San Joaquin County ___ Z BUILDING PERMIT ONLY. (APPROXIMATELY 972 CUBIC YARDS)
<br /> Fre Chiefs Association,fire access road standards. ------ -- 5. SUBGRADE AND AGGREGATE BASE TO BE COMPACTED TO 95%MIN-RELATIVE r'
<br /> yye.ea er ��'- ALLEN COMPACTION AND COMPACTION REPORTS FROM A GEOTECHNICAL ENGINEER WILL
<br /> PROPOSED 20-FOOT o 13 BE REOUIRED BY RIPON RURAL FIRE DEPARTMENT. m
<br /> ///��� DRIVEWAYS-TYPE D&E �f� m FIRE ROAD-� 0 ROAD 6. PROVIDE CUL-OE-SAC TURNAROUND PER SAN JOAQUIN COUNTY FIRE CHIEFS w e
<br /> /�/ •t'z� ASSOCIATION FIRE APPARATUS ACCESS ROAD STANDARDS. [_7
<br /> 'V
<br /> FOR AGRICULTURAL AND RURAL,h wnrrp„p le 7. PROVIDE RURAL DRIVEWAY PER SANS ROAN COUNTY STANDARD DRAWING NO. ,Z
<br /> R-17(NO CULVERT REQUIRED SINCE NO ROADSIDE DITCHES EXIST) UNDER H Z u
<br /> COUNTY OF SAN JOAQUIN ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT. C„) F
<br /> ortARnil.TOFinau"'aau DETAIL "D" INSTALL DRIVEWAY UNDER 0' ' 20 O
<br /> Waking for YC+U f4 Std.Dwg.No. R-1] P.
<br /> Qo1s:MC 20 ENCROACHMENT PERMIT PER
<br /> NOT TO SCALE SAN JOAQUIN COUNTY 7) Cb m
<br /> STANDARD DRAWING NO. R-17
<br /> Q y
<br /> ♦ 06
<br /> 20'
<br /> pq
<br /> /9 20' w
<br /> 189' 189' _ 227'
<br /> d 0.
<br /> rAPPROXIMATE CENTERLINE Z 14 y
<br /> ef FIELD BREAK PARCEL "7" PARCEL "8" PARCEL 'S" PARCEL "4 PARCEL"3" a PARCEL 2' m PARCEL '1" O y
<br /> 1.50 AC. 1.50 AC. 1.50 AC. J
<br /> 1.50 AC. 1.79 AC. 1.80 AC, 2.00 AC. 0 0
<br /> R SEE NOTE NO. 6 SOLD SOLD Far Sale For Sale Parcel with
<br /> _ Possibly For For Sale
<br /> s2 - hb Sale GRADE ROADWAY TO existing house �.
<br /> T p-" DRAIN RUN-OFF ONTO Q
<br /> PARCELS NORTH OF
<br /> ___F71
<br /> _____OW
<br /> __ _ - ROADWAY(ttP.) _ SEC. 3 Q SEC. 2
<br /> ',( _____' A` ---__--_',�A` _ yA` A
<br /> � 4064 TO FIELD BREAK I 1B9' � 189' I 189' � 189' I 225' I - - 227---I - ---fi`252' --.-i
<br /> PROPOSED 30-FOOT INGRESS/EGRESS i aww w ex
<br /> 1CPT" FIRE ROAD PLAN AND UTILITY EASEMENT A SEE DEfAILNO.
<br /> 9"7 ANO 20• ROAD n
<br /> SCALE: 1"= 100' 1865.53' SEC. SEC. 11 ss'T 1 zo
<br /> M.D.B.&M. q
<br /> 0 QUARTAROU&ASSOCIATES, INC.,2018,ALL RIGHTS RESERVED I
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