|
' OWNER
<br /> i
<br /> Z '
<br /> RIDENOUR VINEYARDS INC REDEEMING WAY LLC C/O JIM EHLERS
<br /> A.P.N. 015-020-15 i i P.O. BOX 895
<br /> WOODBRIDGE, CA 95258
<br /> SCALE: 1"=100' �' �' (209) 481 -5770 TENTATIVE MAP
<br /> o ENGINEER Application # 20onj Fj
<br /> Received By On Z2
<br /> DILLON & MURPHY
<br /> ct i' P.O. BOX 2180
<br /> 847 N. CLUFF AVENUE, SUITE A2
<br /> ( LODI, CA. 95241
<br /> (209) 334-6613
<br /> co
<br /> NOT S
<br /> 1 . APN: 015-020-56, 57 & 26
<br /> ' RIDENOUR VINEYARDS INC2. WATER: SAN JOAQUIN COUNTY
<br /> A.P.N. 015-020-32 i' /�� % 3. SANITARY SEWER: WOODBRIDGE SANITARY DISTRICT
<br /> 4. STORM DRAINAGE: SAN JOAQUIN COUNTY
<br /> 5. SITE ADDRESS: 399, 401 AND 403
<br /> EX. TREES WEST WOODBRIDGE ROAD LODI, CA 95242
<br /> 6. FLOOD ZONE: ZONE A AND X, MAP#06077CO165F,
<br /> 60' R/W I ,/ ® j OCTOBER 16, 2009
<br /> 26117 SF / 7. FIRE DISTRICT: WOODBRIDGE
<br /> 8. SCHOOL DISTRICT: LODI UNIFIED
<br /> '1 9. PHONE SERVICE: AT&T
<br /> 12' R/W i' �� �'� N� 10. GAS/ELECTRIC: PG&E
<br /> DEDICATION 11 . FIRE DISTRICT: WOODBRIDGE
<br /> 17008 SIF �P�� 12. MUNICIPAL ADVISORY COUNCIL: WOODBRIDGE
<br /> �--- 42' HALF / �cr` G)� _ % 13. EXISTING GENERAL PLAN: A/UR; PROPOSED: R/VL
<br /> WIDTH R/W I �' // � '��� GGA C DISCHARGE STORM 14. EXISTING ZONING: AU-20; PROPOSED: R—VL
<br /> ao DRAIN TO EXISTING
<br /> 17492 SF 1 MOKELUMNE RIVER
<br /> O , FLOODWAY
<br /> R W '� 17012 SIF 28704 SF PROPOSED 50' 1
<br /> TABLE - LOT AREA
<br /> SED / � /
<br /> 39 A.P.N. 015-020-57 LOT NO. AREA — S.F.
<br /> — — GPS 17000 SF ��, \ WILLIAMSON ACT 1 20,800
<br /> J 115' ` R� �' 1pp �' o. 25246 SF 2 34,432
<br /> ROAD R/W AREA: 1 .5 AC
<br /> / �' �' 17000 SF 1pp ' �\ jo p�0 ; O 3 27,235
<br /> 4 25,845
<br /> @ \ EX. SLOPE BANK 5 23,190
<br /> PROPOSED 2—LANE BRIDGE i >�17000 SF 23190 SF
<br /> . 246
<br /> 1�O, (PLANS DONE BY OTHERS) o
<br /> ��� 6 25,
<br /> ' \ / 1© p� 21005 SF 'oma, ,Lp'I \ 7 28,704
<br /> j A.P.N. 015—020—26 �� 17000 SF j $55 5g 4 \ 8 26,117
<br /> / WILLIAMSON ACT
<br /> � 16 . � 70- � � � \ -� � 9 17,008
<br /> 3 ' 45' �' GP�Py 20266 SIF ,�pp� ® \ N 25845 SIF 10 17,492
<br /> 17850 SF
<br /> �� , 21302 SF 238 \ 11 17,012
<br /> 12 17,000
<br /> 13 17,000
<br /> 21895 SF \mss © x : ^ ® �� 27235 SF �s 14 17,000
<br /> N°� 17678 SF 18609 SF 6'- m3 217'\ �s 15 17,000
<br /> 47' / 16 20,266
<br /> 17 27,957
<br /> 1 1Q ® ® 18858 SF _ ^� 34432 S w�
<br /> 21642 SF 21642 SF 18014 SF \
<br /> 27957 S.F. N 20800 SF s. 19 21,642
<br /> 18 21,895
<br /> PUMP STATION TO cS. 144' \
<br /> 285' REMAIN 171 ' 228 182 306 20 21 ,642
<br /> ' \ 21 17,678
<br /> CONNECT TO EX. ' � II II II II II I I II I I I II N�
<br /> 22 18,014
<br /> 10" WATER LINE IN z 50� R/W 23 18,609
<br /> WINDWOOD DRIVE
<br /> AT WELL #9 , , L — WOODBRIDGE SANITARY DISTRICT 24 17,850
<br /> \� L- - - - -� - - - - - 1 - - - �- -1 - - - -1 - - _ L _ - - J =-E 8 w - A.P.N. 015-020-62 25 21,005
<br /> EWALD H NORDMAN
<br /> 302
<br /> 21
<br /> A.P.N. 015-020-22 i WINDWOOD DRIVEI:-2
<br /> 26 '
<br /> �: � I I 27 18 858
<br /> — — — _ — — — EX. TREES '
<br /> (NOT TO BE REMOVED) TOTAL 577,799
<br /> AVG.—S.F. 21,400
<br /> AVG.—AC. 0.49
<br /> * REQUIRED S.F. = 17,500 MIN. AVG.
<br /> PROJECT SITE REQUIRED LOT DENSITY = 1 .1 -2 DWELLINGS/ACRE
<br /> LEGEND: R W A.P.N. 015-020-57 PROPOSED LOT DENSITY = 1 .8 DWELLINGS/ACRE
<br /> LE R/W / WILLIAMSON ACT
<br /> EX. EXISTING 50'
<br /> PROP. PROPOSED 25' 25' N
<br /> RIVERMIST DRIVER/W RIGHT OF WAY 6' 6' I
<br /> SJCO. SAN JOAQUIN COUNTY 1 ' 2' 16' 16' 2' 1 '
<br /> 5' I 5' � Ar
<br /> W — — EX. UTILITIES 1 .57. 1 .5�_
<br /> DILLON & MURPHY
<br /> 2:1 (TYP) 90 0;
<br /> Rolled CG&S �:,..... z o PROJECT SITE �� Z o ENGINEERING
<br /> g"W PROPOSED UTILITIES o- o ,� 3 RpFESS/p
<br /> 847 N. CLUFF AVENUE
<br /> N d I EXISTING SJ 4 Nq� SUITE A-2, LODI, CA 95240
<br /> PROPOSED 3" Ac � F DILLON & MURPHY
<br /> OVER 4" AB ABOVE TYPICAL ROAD SECTION I o COUNTY WELL SITE ,y
<br /> PROP. PAVEMENT SUBGRADE @ 95% R.C. N.T.S. m E N G I N E E R I N G (209) 334-6613
<br /> M
<br /> A.P.N. woo �o.258517 REDEEMING WAY SUBDIVISION
<br /> EX. CONCRETE R/W R/W IRRIGATION CANAL WOODBRIDGE EXP. 12-31-23
<br /> 015-020-26 ROAD
<br /> 50
<br /> WILLIAMSON ACT cf C I V O-
<br /> 25' 25' Var F OF CA��F� TENTATIVE MAP
<br /> 4' 9'
<br /> PROP. CONCRETE 2:1 max VICINITY MAP
<br /> 3' min 1 ' min 1.5 ACRE N.T.S. "
<br /> 2%_ WOODBRIDGE, CALIFORNIA
<br /> 2:1 max
<br /> min I = 2% 8q CANCELLATION JANUARY, 2022
<br /> 3
<br /> PROPOSED 3" INC
<br /> OVER 4" AB ABOVE 6" AB shoulder compacted © 95% REV. NO. DESCRIPTION DATE BY " BENCH MARK: EL:
<br /> SUBGRADE 0 95% R.C. T WILLIAMSON ACT CANCELLATION DETAIL BY SCALE: 1 =100 SHEET
<br /> DRAWN BY: JS DESCRIPTION: 1
<br /> relative compaction ( yp) N
<br /> TYPICAL OFF-SITE ROAD SECTION N.T.S.
<br /> DESIGNED BY: OF 1 SHEETS
<br /> N.T.S.
<br /> CHECKED BY: JOB NO.
<br /> AS BUILT BY: 1764
<br />
|