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NOTES:
<br /> rr
<br /> 1. THIS SUBDIVISION CONTAINS 41.9 ACRES MORE OR LESS AND
<br /> 159 SINGLE FAMILY LOTS. /
<br /> 2. MINIMUM AVERAGE LOT SI / SII �I
<br /> ZE IS 8,000 S.F. /�
<br /> At��I� .. tN ,,1 ..
<br /> 3. FLOOD ZONE: ZONE C COMMUNITY PANEL N0. 06029901708 lt .m.�. �a�.-� � ,-
<br /> r -
<br /> 4. ELECTRICITY AND GAS: P.G.& E. \ Q qg ....._,. . X1,1 p{ //pd .
<br /> / \
<br /> 5. TELEPHONE: SBC \
<br /> 6. SCHOOL DISTRICT: LODI UNIFIED SCHOL DISTRICT
<br /> 7. ASSESSORS PARCEL NO.: 019--110-12, 20 & 26
<br /> 8. PROPERTY ADRESS: 14400E 88 IIWI' , 14100E 88 HWY , LOCKEFORD, CA 95632 _--
<br /> ' -----
<br /> 9. THIS SUBDIVISION MAY BE DEVELOPED IN PHASES.
<br /> --
<br /> L�VVS
<br /> ' \tD I OCKE \
<br /> LtJCiAkr RD 13GUFFS
<br /> '' ?itlCfl�+F1,LtMR AS lf+Y1LR
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<br /> V1
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<br /> _ _ --- MORADA PROP ,l'Y INGESTORb W o 4
<br /> U X00` 12/88
<br /> -- - ----- tIORADA IdOPF:RIY I,NgFSIOR�
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<br /> J \\' \\ $ \ \\ a\ \ 3 11 9 X111 1 4 8 1 _ l 1 1\ 120
<br /> 0 9 8 1 11 13 1 0 1 L - �- - - �' \
<br /> � �7 } 1 111 ---y ^s _..--- 1` ,' \ 1 12 2 1 1 2 1 / _---
<br /> K�geF� °\\ \\�1 \ \p6 \ s3�' i 1 l = _- (� 0 3 \ 0 _ -,XJSTJuc
<br /> O a 79 1 82 11 1 8 \ � " '1 1 4
<br /> A \ 1 \. $ p. �-\ 1 1 1 3 1 '" .� `' `" --� " \ i ? 1 12
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<br /> x ss. 63 6� 1 \� 77 1 \ X4.5 \ 1 1 1 1 ' ' " - - T'_ \ 1 1 1 126 \ 1 Fc11'L'R
<br /> / �oe.aoo i \ \ \� \ 627 -' ;= "- 7 1 TRa:�ts't,Ec�RIC
<br /> 9.a \ \ 1 \ \ \ 7 1 1 ")" a 81 1 1 \ \ 1 \ 12 g \ 12 1 1 �Iss1oN LrNFs
<br /> 16 \ 129
<br /> r N c 70.0 \ i 1 \ 0
<br /> " - . \ 6�0 700 \ \ \'�74 1; \ a - ' \ \�' 43 131 13 } \ R
<br /> 0gk� \�16 gip. \ 6Ao 700 \ \ \ 72 \\�7�! \� 0 650 \ �9 �1_ - '% V 1 \ 3 \ 132
<br /> \p. \ 6ad X30 \ 0 70 \ 71 \�. \ i 65.0' \ 1 1 - 1 1 4\ 13 1 \
<br /> w 2u Vim. o s� Olg \1 \ 7p \ V 6�,.0' -- \ \ 50 \ 1 \ 5 1 13 \ \ X62973
<br /> 69 \ 65.0' - \ 1 51 5 13
<br /> \ Y \ \ 6�° \ 0 2 \ \ nv \ 13 6
<br /> 68 \�' 10.7' - 0 08 .-5 \� 0 1 \
<br /> 65a \ \Q 67 \��. �3� 70.7_A-.-""� \ \ 54 N 1� 0"` 137
<br /> .� 66 \P. -- ' \ \ 6 \_66 \G; 0a \ 650
<br /> e ��s \ 65 \� �6? -A \ \ 67 1�6 \� \" \ J 65° \ 80 �
<br /> w 4Rg
<br /> "�' � SS�H Ca Ft, \o,
<br /> w x TOF.10p3 1iRgO \`fir 9p - 1 \ 5 1 \I 11 F&R Te C r
<br /> 64 Com- v� \..., \ \_ 6v 0� 1. 1
<br /> q7 ase PROPOSED MASONRY W'ALL-
<br /> ex\;zv:6a. 1 1 \ 0 �a:� i 46
<br /> ` --' 21 927 68 V-'
<br /> . 050.5 7�.i' - 70.0 \ 46 �1 `�� x�vR LOCATE WALL A
<br /> .^
<br /> 00_ 61 1apo \-44 0
<br /> �o0 6iLANDSCAPE AS REQUIRED--
<br /> � 60.1 fi \ �`�
<br /> P MQN� 1 1 22 63 \ 65.x' 65.4' 4Q 1 1 \�
<br /> \A ,M \ 23 0, 1 \ \
<br /> 1 92. �' 60.0' 1 8 \
<br /> 39
<br /> \ a 1® to.osE
<br /> \ F}^ s \� Iu \" 60.0 1 7 \ 3 1 . , �., �o.o' - go�o'�ay
<br /> 6 \ 3 \a � ,. � -- s0 -,--- EXISTING R/W; VARIES 80'-90'
<br /> � + 60� ""pgO40SE�
<br /> 35 \ 3 \c',
<br /> \�. 1 " 60 "� w - ------ ------ -
<br /> ,� .� 5 OF CONST.
<br /> p 0' 1 3� 1 \ 60.0
<br /> °qk SSRrg o.d \ 2 \ 33 - a la °�W\� o.o l fioo' X5526 '
<br /> \ c/% Q \ �. � a\cl. \ ._ _-----' �.,, --- °` w VARIES 40'-50' o
<br /> 42'29 - 42' Q
<br /> \ 1� p?,O TEg i / 1 7 \ 2g 1- a lo. \ \ - ' ze 5.5' (AT 50' R/OV) a
<br /> 0 \� sT°nASIN 26 �/ 26 \ 1p \a. \\. 1 - '� �~ 1�1:Row cg°P enRMs e - - --
<br /> 2.5 I 2' -- 2 0 2.�
<br /> \\ \ \\ PARCEL' I1 DoT A" , \p. \ \ ' c� - ""` xA r
<br /> 14=
<br /> - - VARIES � -VARIES 2.0%
<br /> �/4 It.
<br /> \ � E QTY\�N 5.2
<br /> p PO 2 e - YRo� - --- ----- - PROPOSED
<br /> _ I PARCEL --m - VERT. CG&S --VERT CURB, GUTTER AND
<br /> - CASSE 1� --' EXISTS @ SIDEWALK
<br /> --r PARCEL 3 _ --' �� ---------- EXIST. EDGE OF PAVEMENT
<br /> RCEL, \� � "� Y -� ! SQ��Q �� -' SOME LOCATIONS EXIST. PAVEMENT SECTION
<br /> PARCEL,
<br /> -- ` HIGHWAY 12--k 88
<br /> I EXACT LOCATION TO BE DETERMINED BY COUNTY ENGINEER
<br /> ° NOT TO SCALE
<br /> `s
<br /> R=600' _
<br /> � f:4 �
<br /> POSSIBLE 60' ROADWAY EASEMENT-__---_
<br /> _ � / 60
<br /> -
<br /> ' 4 FiGp �o 30' f 30'
<br /> SITE I___ - __-- --- -
<br /> -- .-- -
<br /> 2.5'
<br /> -
<br /> Fj /4- . ` 2.007 2,0% 1/4 "Ft.
<br /> REVISED
<br /> _r
<br /> VESTING TENTATIVE MAP - -_
<br /> (REVISED 8-16-06) �X ----
<br /> pl pp �� o�) ROLLED CURB, CUTTER AND SIDE\VALK
<br /> LOCKEFul"M '� TYPICAL W
<br /> VISTAS - S
<br /> BEING A PORTION OF THE SAN 1/4 OF w � NOT To SCALE
<br /> SECTION 31, T.4 N.,R.8 E., M.D.B.& M., °c�Q
<br /> SAN JOAQUIN COUNTY, CALIFORNIA �o� 50'
<br /> 5' s 25'
<br /> SCALE: I"=150' I 9 2
<br /> SKEET I OF 1 �Q� lone - -
<br /> Moo�y 7' � 18'
<br /> DEVELOPER: ENGINEER: _ - 5.° o� - ----JEFF WOODS WOODS BAUMBACH & PIAllA S�° � 1.5' 2' 2'
<br /> \\ 1 F1, o Q 1/4
<br /> �4 2.0a 20I �
<br /> BLACK MOUNTAIN DEVELOPMENT 323 W. ELM STREET ---
<br /> 3925 OLD SANTA RITA RD SUITE 200 LODI, CA/"-?40
<br /> PLEASONTON, CA. 94588-9479 (209) 3E.
<br /> -
<br /> (925) 520-0001 ',,,"318 _
<br /> VICINITY MAP ---------- ROLLED CURB, CUTTER AND SIDEWALK
<br /> NOT TO SCALE TYPICAL Ot R W
<br /> 70. RE\ISIONS DATE BY DRAWN DESIGN PREPARED IN ITH�E�� OFFICE OF:
<br /> �n n "
<br /> 1. REDESIGN FOR POWER ESM'T. 10 31 05 B&P ------- --- -- UA V TVI QACN tX PIAllA. INC.C. SHEET 1 OF
<br /> - --- - - -----
<br /> 2. REDESIGN FOR OFt�-SITE 60' ROAD -8/_16'a6 B&P _ CIVIL ENGINEERS PROPOSED �° VISTA JOB N0.
<br /> --- ---
<br /> _ and REVERSE FRONTAGE ALONG .._.._.. __..._-- APPROVED BY -- - ----
<br /> EST ELM
<br /> EET
<br /> --- _....._._�_. .... - --
<br /> EAST SIDE of SIEIIIiA DR. _-_ _ LODI,WCALIFORNIA 95240 REVISED04094
<br /> FILE NO.
<br /> .RCE NO• DATE VESTING TENTATIVE MAP
<br /> RCE G--t323
<br /> S:\PROJECTS\2004\04094\dwg\04094-REV TM-overall-8-16-06.dwg 08/16/06 1:48pm-SPECHIN-XREFS: 04094-TOPO.dwg 04094--Layout-REV2_5-10 06 G;'g
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