|
z
<br />0 50 100 200
<br />SCALE: 1"=100'
<br />60 R/W
<br />Ir
<br />4
<br />a
<br />CONNECT TO EX.
<br />10" WATER LINE IN
<br />WINDWOOD DRIVE
<br />PROPOSED 50' R/W
<br />ROAD AREA: 1.3 AC
<br />R/W R/W
<br />50'
<br />i� 25' 25'
<br />1 ' 6' 2 16 J - 16 2' 6' 1
<br />5' 5,
<br />1.5%
<br />Rolled CG&S
<br />TYPICAL ROAD SECTION
<br />N.T.S.
<br />R/W
<br />{ - 50'
<br />I-- 25' ON 25'-
<br />1 4'
<br />3> I mi
<br />min 4 �2% � 8;
<br />2:1 max
<br />R/W
<br />Var
<br />2:1 max
<br />r- 1' min
<br />A.P.N. 015-020-26
<br />WILLIAMSON ACT
<br />00,
<br />/
<br />45'Kc-
<br />i O zz�
<br />0 2�
<br />O
<br />/
<br />/
<br />/
<br />/
<br />PROPOSED STORM
<br />RETENTION PON
<br />/ 1.0 AC ,
<br />N6�
<br />/ 00
<br />/ rn
<br />� ' 8
<br />' irk 26,530 S.F.
<br />' C' 9
<br />23,770 S.F. ,
<br />19,890 S.F. 40 7 i
<br />i' NNO �6, �o�00
<br />22,170 S.F.
<br />EX. TREES
<br />(NOT TO BE REMOVED)
<br />A.P.N. 015-020-57
<br />WILLIAMSON ACT
<br />/ 1 1 5' o
<br />/ qJ* /
<br />18,680 S.F.
<br />o. 20 t
<br />18,700 S.F. 24,330 S.F. o
<br />20'R ,Z-5� ''SEX. SLOPE BANK
<br />'C 18,700 S.F. NNO ,� ' z 83"
<br />23,120 S.F.
<br />177'
<br />18,700 S.F. 22,690 S.F.
<br />Nh0 225
<br />0 O
<br />0
<br />23,350 S.F.
<br />/- 125'R
<br />i'
<br />Nib
<br />�,LO
<br />22,330 S.F.
<br />NN
<br />N
<br />°o. 22,680 S.F. 20'R
<br />22,550 S.F. ��s+
<br />27,840 S.F.
<br />25,740 S.F. 11, 25' 24,520 S.F.
<br />a� 19.o 24 250 S.F. o ; 1
<br />28,930 S.F. 25,010 S.F. 0 29,670 S.F. 95'R 23,340 S.F.
<br />EXISTING AGRICULTURE r� 00
<br />IRRIGATION WELL , 217' 93' 230' LO 202'
<br />310' 220
<br />------
<br />' I I I I I I I ^
<br />50, R/W 1
<br />I;� i 1 - I
<br />/
<br />/ I_-L---1----1--L-------1---�----�-- -L- -�--- ;o� -----�
<br />WINDWOOD DRIVE ----------- V)
<br />Lij
<br />>' I
<br />i
<br />�CrCJ
<br />i � I
<br />_ T
<br />TYPICAL OFF-SITE ROAD SECTION 6" AB shoulder compacted ®95%
<br />relative compaction (Typ)
<br />N.T.S.
<br />1 ACRE
<br />CAN C ELLATI O N
<br />N
<br />I
<br />A.P.N.
<br />015-020-26
<br />WILLIAMSON AC'
<br />1.3 ACRE
<br />CANCELLATIC
<br />A.P.N. 015-020-57
<br />WILLIAMSON ACT
<br />WILLIAMSOM ACT PARCELS
<br />PROJECT SITE
<br />APN 015-020-26 015-020-57
<br />CANCELLATION 1.3 AC 1.0 AC
<br />PARCEL SIZE
<br />EXISTING GENERAL AWR OS/RC
<br />PLAN
<br />-IRRIGATION CANAL EXISTING ZONING AG -40 AG -40
<br />PROPOSED ZONING R -VL PF
<br />WILLIAMSON ACT,
<br />CANCELLATION DETAIL
<br />• N.T.S.
<br />PRC ,rn-r nrrr
<br />N
<br />3
<br />29,550 S.F.
<br />216' \
<br />0
<br />10 30,780 S.F.
<br />00
<br />240' �\ 62_
<br />EX. TREES J
<br />(NOT TO BE REMOVED)
<br />-- IxUAD
<br />VICINITY MAP'
<br />N.T.S.
<br />:XISTING SJ
<br />:OUNTY WELL SITE
<br />90ESS/q�
<br />\\. w- D �e
<br />1 2
<br />W u nrn-rr in
<br />PRELIMINARY
<br />NOT FOR''-//
<br />CONSTRUCTION
<br />REV. N' 0. ('DESCRIPTION I DATE
<br />„m
<br />A
<br />eFAA WPF� 11,
<br />REDEEMING WAY LLC C/O JIM EHLERS
<br />P.O. BOX 895
<br />WOODBRIDGE, CA 95258
<br />(209) 481-5770
<br />ENGINEER,
<br />DILLON & MURPHY
<br />P.O. BOX 2180
<br />847 N. CLUFF AVENUE, SUITE A2
<br />LODI, CA. 95241
<br />(209) 334-6613
<br />NOTES
<br />1. APN: 015-020-56, 57 & 26
<br />2. WATER: SAN JOAQUIN COUNTY
<br />3. SANITARY SEWER: WOODBRIDGE SANITARY DISTRICT
<br />4. STORM DRAINAGE: SAN JOAQUIN COUNTY
<br />5. SITE ADDRESS: 399, 401 AND 403
<br />WEST WOODBRIDGE ROAD LODI, CA 95242
<br />6. FLOOD ZONE: ZONE A AND X, MAP#06077CO165F,
<br />OCTOBER 16, 2009
<br />7. FIRE DISTRICT: WOODBRIDGE
<br />8. SCHOOL DISTRICT: LODI UNIFIED
<br />9. PHONE SERVICE: AT&T
<br />10. GAS/ELECTRIC: PG&E
<br />11. FIRE DISTRICT: WOODBRIDGE
<br />12. MUNICIPAL ADVISORY COUNCIL: WOODBRIDGE
<br />13. EXISTING GENERAL PLAN: A/UR; PROPOSED: R/VL
<br />14. EXISTING ZONING: AU -20; PROPOSED: R -VL
<br />TABLE - LOT AREA
<br />LOT NO.
<br />AREA - S.F.
<br />1
<br />23,340
<br />2
<br />30,780
<br />3
<br />29,550
<br />4
<br />27,840
<br />5
<br />23,120
<br />6
<br />24,330
<br />7
<br />22,170
<br />8
<br />26,530
<br />9
<br />23,770
<br />10
<br />19,890
<br />11
<br />18,680
<br />12
<br />18,700
<br />13
<br />18,700
<br />14
<br />18,700
<br />15
<br />23,350
<br />16
<br />28,930
<br />17
<br />25,740
<br />18
<br />25,010
<br />19
<br />24,250
<br />20
<br />24,520
<br />21
<br />22,330
<br />22
<br />22,550
<br />23
<br />22,690
<br />24
<br />22,680
<br />25
<br />29,670
<br />TOTAL
<br />597,820
<br />AVG.-S.F.
<br />23,913
<br />AVG. -AC.
<br />0.55
<br />* REQUIRED
<br />S.F.
<br />= 17,500
<br />MIN.
<br />REQUIRED
<br />LOT
<br />DENSITY =
<br />1.1-2 DWELLINGS/ACRE
<br />PROPOSED
<br />LOT
<br />DENSITY
<br />= 1.6 DWELLINGS/ACRE
<br />DILLON & MURPHY
<br />ENGINEERING
<br />847 N. CLUFF AVENUE
<br />DILLON & MURPHY SUITE A-2, LODI, CA 95240
<br />E N G I N E E R I N G (209) 334-6613
<br />WOODBRIDGE ROAD SUBDIVISION I
<br />PRELIMINARY TENTATIVE MAP
<br />_ (ALTERNATIVE 1)
<br />er
<br />~ U.
<br />BY U SCALE: 1 "=100'
<br />DRAWN BY: SM
<br />DESIGNED BY:
<br />CHECKED BY: CD
<br />AS BUILT BY:
<br />WOODBRIDGE, CA.
<br />APRIL, 2021
<br />a
<br />1
<br />B
<br />OF 1 SHEETS
<br />JOB NO. I�
<br />
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