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HomeMy WebLinkAboutT-5829 - Map - 2/16/2007 GENERAL NOTES= BASIS OF ELEVATION= TRACT 5829 ASSESSOR'S PARCEL NUMBER: 415-041-48 TBM 4024 - CUT BOX ON TOP OF CURB AT SOUTH END OF SOUTHEASTERLY CURB RETURN OF THE INTERSECTION OF WEST SAN 70ZEFLECrIONS C GENERAL PLAN DESIGNATION: MEDIUM HIGH DENSITY RESIDENTIAL JOSE AVENUE AND NORTH BRAWLEY AVENUE: ELEVATION=303.061 s9 'L TOTAL UNITS: 516 2 BASIS OF BEARINGS: IG EXISTING ZONING: R-2/C-2 T NTAT AP PROPOSED ZONING: R-2/C-2 THE LINE BETWEEN FOUND MONUMENTS AT THE CENTERLINE - INTERSECTIONS OF WEST BARSTOW AVENUE AND NORTH BRAWLEY FOR CONDOMINIUM PURPOSES X (Panel 060048 1565E J' o� FLOOD ZONE a BARSTOW W A N AN NORTH VALENTINE ( � ) AVENUE, AND OF WEST BAS 0 AVENUE D W. BARSTOW AVE. AVENUE, TAKEN AS SOUTH 89'41'18" EAST PER PARCEL MAP 90-46 9], PROJECT W TOTAL SITE AREA: GROSS AREA. 32.25 ACRES CITY OF FRESNO FRESNO COUNTY CALIFORNIA �' SITE z Y NET AREA: 31.97 ACRES (152 PM 94). J¢ < Y A NOVEMBER, 2006 W. SAN JOSE AVE. SITE ADDRESS: 5350 N. BRAWLE VENUE z z FRESNO, CA. 93722 OWNER CIVIL ENGINEER REFLECTIONS FRESNO L.P. W. SHAW AVE. y� � W. SHAW AVE. 1. IMPROVEMENTS SHOWN ARE VISIBLE ABOVE GROUND MILANI & ASSOCIATES ONLY. THIS PLAN IS NOT MEANT FOR CONSTRUCTION 1600 S. MAIN STREET SUITE 150 4071 PORT CHICAGO HIGHWAY, SUITE 100 PURPOSES. WALNUT CREEK, CA 94596 CONCORD, CA 94520 m Q 2. THE INTENT OF THIS TENTATIVE MAP IS TO SUBDIVIDE ATTN: KATHY OESTERREICH (925) 674-9082 FAX: (925) 674-9279 FRESNO z THE SITE INTO 3 LOTS. Cif ATTN: MIKE MILANI/KEN ALCOCK CALIFORNIA 3. PUBLIC UTILITIES: z SEWER: FRESNO MUNICIPAL W. ASHLAN AVE. W. ASHLAN AVE. WATER: FRESNO MUNICIPAL r- STORM DRAIN: FRESNO MUNICIPAL 0 • WEST BAFISTOW o • S.B.C. ATT TELEPHONE. (ATT) A CASTLE CABLE 'M f N CABLE: , .,. ....,..,__..,, .. � O w _3`" 'y`, ELECTRIC: PG&E -- " $ sj VICINITY MAP GAS: PG&E t — � ,.� _ 'z,. �,._, _��� ��+� . i � _ YaON{tl[f O1,YiIN.fl.1 O ^.'... s 4. THERE ARE 901 TOTAL PARKING SPACES EXISTING ON ', NOT TO SCALE THIS SITE. T 2 SH ET 4 SH T O ,rn..h. ,.-,...r'/ 4`.:., 'j ' z ✓(1 t a , 5. LOTS 1, 2 AND 3 ARE DESIGNATED COMMON AREAS, i __R •. a u, + , r r AND E.V.A.E. S, EXCEPTING THEREFROM EXISTING e r: r� r , �. =a LEGEND SYMBOLS & ABBREVIATIONS e k t STRUCTURES. AD , .. ,,. :.•_µ, -cif -�� _ ,� I i, q s r a s z a5 BOUNDARY LINE AREA DRAIN 6. ALL TREES ARE TO REMAIN •jf f -r -w e q 1aJa i( . s °` PROPOSED LOT LINE 7. NT F RECORD ARE SHOWN ON THIS MAP. _} 1 �... . �,..._ :: , s._F , — r., :... f r ❑CB CATCH BASIN ALL EASEMENTS 0 i . °? ._2.; :,. ------- EASEMENT LINE y 4 ti > f ,, A.� b , Na,�tl1YY as NINeN{/RD & ALL EXISTING BUILDINGS AND STRUCTURES, UTILITIES, µ waawwSam" CATV BOX WATER LINES, SANITARY SEWERS, STORM DRAINS TO �� TV 425 PARCEL LINE # --- ES CONTOUR LIN cv 4 REMAIN. CHECK VALVE 9. NO NEW CONSTRUCTION IS ASSOCIATED WITH MAP. � d ' ,��,� f ,� � CURB / GUTTER LIP DI r.x.� _ ._. t. DRAIN INLET — M BACK OF WALK s>� f � �� i �;� e. ♦F r f� I SH ED AREAS _ ,..., j _ � ,� � �� ACCESS RELINQUISHED ELECTRIC BOX _. i a s �, `-��.; �. sem. � �, � • r X FENCE LOT 1 14.31 ACRES n LOT 2 9.30 ACRE w ry •. it — „r a f �� _ r �. �� 13 CROWN E-METER ELECTRIC METER z ROAD C LOT 3 9,20 ACRES t4Lrt. .�.• . I�� I� . �I� � r - I , � � MAIN ,v v� ' ,-, Y^ �.� �. STORM DRAIN ELEC. 1 w SITE 32.81 ACRES $` I . ' i SEWER MAIN o N L ELECTRIC PANEL E ISSHT3HT5 SHTTV CABLE FIRE HYDRANT � I 4 ' `. I it s yv Ak. i Big AC ASPHALT CONCRETE I .,�...., I �� I Nva ,; j� =I ,�.,N.�. ., g FLAG POLE LEGAL DESCRIPTION _. Nrawwor,wwi - o I I --� �,# CPS COMPACT PARKING SPACE i p S e a ■■ �_ r E ELECTRIC A METER N TY F ! P h t G GAS ETE REAL PROPERTY IN THE CITY OF FRESNO, COU 0 EP EDGE OF PAVEMENT cv FRESNO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: � .. � �~ �' '�. ���` ;� t" ,° _ 3 Tu GAS VALVE zr. FH FIRE HYDRANT LOTS 875 TO 879, INCLUSIVE, AND LOTS 883 AND 884 OF : � w.,., , : AR AN IRRIGATED SUBDIVISION NO. 6 ACCORDING a BULLARD LANDS ` ^ }� j 1h G CAS -� GUY WIRE TO THE MAP THEREOF RECORDED MAY 11, 1917 IN BOOK POLE - J :;: 3 A JP JOINT icv 8, PAGES 25 AND 26 OF PLATS, FRESNO COUNTY n P ' zLff „� �M- �� RC REINFORCED CONCRETE PIPE IRRIGATION CONTROL VALVE 4MwW RECORDS. ` � � - a } ` d SDCB STORM DRAIN CATCH BASIN � JP JOINT POLE r APN: 415-041-48 .` , � rn SDMH STORM DRAIN MANHOLE NO PARKING ` SSMH SANITARY SEWER MANHOLE SCALE: 1” = 100' F s r� ... TRANS. TRANSFORMER ' Q� PARKING HANDICAP .. # WM WATER METER �- r wa-.wraai nwaa BOUNDARY SIT _r�LA ARKING TAB & SH T IND X .' �, � F t WV WATER VALVE . POLE 4 DETAIL NUMBER -.- s �! h REFERENCE SYMBOL SIGN DETAIL r. 9 SHEET NUMBER SANITARY SEWER MANHOLE PAPHO"KING TABLE . t •; x 92.1 SPOT ELEVATION SH T 8� i O STORM DRAIN MANHOLE LOT 1/PHASE 1 LOT "PHASE LOT3/PHASE 3 GRAND TOTALS - : kBill i3 3: STREET LIGHT ,A 4< R 155 REGULAR COVERED 159 REGULAR COVERED 508 REGULAR COVEREDSSCO SANITARY SEWER CLEAN OUT 194 REGULAR COVE ED . . UNCOVERED nTEL—BOX185 REGULAR UNCOVERED 103 REGULAR 90 REGULAR UNCOVERED 378 REGULAR UNCOVERED r ,. }« a # ' = _r g TELEPHONE PANEL APCOVERED 1 HANDICAP COVERED 1 HANDICAP COVERED 3 HANDICAP COVEREDTELTELEPHONE PANEL PANEL1 HAND .. . {..A 5 -�•l l rlr"x P�►Ir-T 1%A�;P 3 7 HANDICAP UNCOVERED 3 HANDICAP UNCOVERED 2 HANDICAP UNCOVERED 12 HANDICAP UNCOVERED TENTI ,tI.�Fc Hr'kt �I= IIUG TEL TELEPHONE RISER wwNahme 195 ASSIGNED 151 ASSIGNED 159 ASSIGNED 505 ASSIGNEDA,.rt 7 J3 } 0 TREE JAY 1 20011` YJ 192 UNASSIGNED 111 UNASSIGNED 93 UNASSIGNED 396 UNASSIGNED - TRANS. ELECTRICAL TRANSFORMER PAD ' CITY OF FRESNO w 3 PLAN DEPT — I µey '' r, __ .,•. ._ NTNG DEVELOPMENT P AN PLANNING DIVISION PAD 387 TOTAL SPACES 2 TOTAL SPA\-/L—%—) 252 TOTAL SPACES 9 TOTAL SPACES ��- r rs H T 9 PANEL TV PANEL o j ei t WATER METER i SHEET INDEX j. WV - . R [XI WATER VALVE Ljj TITLE SHT. NO. w�sT sir- _ o - COVER SHEET GENERAL NOTES 1 - - - SITE PLANS 2-9 100 50 0 100 200 300 = UNIT PLANS 10-11 0 SITE PHOTOS AND PHASING PLAN 12 SCALE IN FEET I UNIT MIX TABLES 13-16 Ld DESIGLd NED UNDER THE DIRECTION OF: NO. REVISIONS BY APP DATE SHEET QRp!ESS/0, w Planning14 P hica o Hi hwa ifESTING TENTATIVE MAP �� EUGE l F 0 AERIAL PHOTO REMOVED, PARCELS CHANGE SEP 11/07/0 4071 ort C g g y Z- \, NF y - Surveying & Mapping Suite 100 � P� TO LOT 's BOUNDARY AND LOT LINE WORK N Land Development Engineering REFLECTIONS MICHAEL E. MIL�,NI DATE v m 0p g g Concord, CA 94520 R.C.E. No. 35121 REGISTRATION EXPIRES 9-30-07 Municipal Engineering & Associates Phone: 925) 674-9082 � 03 30 CHANGED TO SOLID, TREES TO REMAIN j Construction Staking — DESIGN: K.A. JOB NO: 260024 1�� Fax. 925 674 9279 TIT LE H E S T16 0 n Management J.�'.L LA o ConstructionDRAWN: J.V.B DATE. SEPTEMBER 2006 F of CA��F � FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. SCALE: 1" = 100' OF SHEETS 11.3x x 309.9 X 309. x309.5 DENSE TREES DENSE TREES DENSE TREES '9 2 20 10 0 2 ,-,w.f 40 60 20 1 ................... ........ T ---------- ...... ............ ............................. ........ ..-.Y__............................... � ,_: . .. . 0 x 309.9 x 309.6 x 31013 x 309.5 09.6 SSM i � �. .......... )31 SCALE I N FEET X 3 A- ,� _ 0 310 4 x 309. X -0 X 309.7 x 310.3 X 309.6 x 309.7 x 310.2 x 310.6 x 310.5 x 310.6 x 309.6 WEST-..8ABSTOW AVENUE AC x 309.2 IJ WY ............. .................. ................. ................ .......... ................ ................ _T 310 CT), J C70) jp SL-BOX SL BOX �X3 CONCRETE x 309.2 CONCRETESMH 11.00 EASEMEAMT-M 310 AND 'ES,� 310.6 ROW A C SMtET,PURPOS x, WATER X VAULT (8506 X LLj_Lj x 310.7 X _X x 309.3 L �510.6 PUBLIC PED. WA L K WAY ESM X 310.5­ (90071819 JC) < 310.6 310.4 4, GRASS 'T x 310.6 J X_ x 309.7 X PUB(IC PED. WALKWAY ��T DENSE TREES < x 310.5 DENSE TREES GATE a71819 #Dl x 309.3 X X X X X _X C 310. wu A-) X X x 309.2 jP X PF----I F__ I I I CWC_PAM SLM M\'-PAM E-\44UL x 310.6 Vl( ii L----J L----J E-BOX X V -------------T r------ 0 It C�j �D DENSE TREES 0 x 310.4 X X r_j x 309. 1 101 X 310.6 F X Co.,P UNIT TYPE 2/1 1�. A 9 j I E L_ I I I— T1_ 102 -7 F­_7j r--------------i UNIT TYPE 1/1R 1 1 103 1 11 0mailAt a MEM ftL SUB L _j 24.6 1 r J70 J IL--------11 UNIT TYPE 1/1L 1;7 IL---------- JL--------- r----------1 r----- 10 ----IF--------- --------- 7 7R. SCO 1 268 L----- 104 BUILDING #1 (LOT 1) r----- 4 I _j I I I L_7 C) UNIT TYPE 2/1R 105 5350 N. BRAWLEY UNITS 101-108 1oc x 3091,.' __J L_ 1 1 04 L 267 _j C14 0') CD F 10?2 309.1 X (1 STORY) UNIT TYPE 2/1 R I 71-n I 7' Lu (0 1 ----------------- I F----------------I I L---------------------J L---------------i I' r I _11 1 0 X 106 0 e X 310:6 T )P- '_k DENSE TREES UNIT TYPE 1/1L 19,3 Of 266 309.2 \_111 11 < __J L_ ------------ - _509 4 108 107 ------------ z z X­ ull pnm 11 F "" I F--- I I I I Ili cow-PA-no I C �11-1 D UNIT TYPE 1/1 R I I I I I I :D I D D UNIT TYPE 2/1L I I I I I A 1 64 265 0. L 7*8 �0. ­v _T'�x L L-------------- L-------------- I F_ ,IF F 309.9 __I L J_ L _j CMr_PA1M3LM 6 __j L _j CONCRETE PATH x 310. i 105 U L----1 264- 3 0 310.1X 310 6X LU r LL_ L_-j I f __J 106 263 10.2 9- 9- I LU ....................... X C� x X8.9 0- 4 09 2 C) 0011% X -A X 30uz� co C-4 jr Ila Z < r < W 1 11- 107 1 _j 0 111 > 0 00 111 W Z > i. k, 7%--4 Z ce) 0 0 x 310,3 0 D D D X 310- 309.2 108 X 2i� x 309.4 _j Cf) 3 �5 Cl) 71-, C) % 0 j --------- Z Z C14 7 04 cc I -q- C4 _P 04 1 j M : I I Ili N _3 \N 5 W 0 x 310.1 x 308.7 01 M LL _j _jopl; _Mz 109 F ----I F_ F I >- 311-9 310.4 x V_ I r---,, I --- ­T t - 1 0 ors - POND x 309. i ~i1 X 08.7 H L CV) 'il 0 WL=309' IL z OPEN I A IA :D L__ L X L---j L x 308.9 F -1 F----------I 309.8 X IF----------- ? OPEN i `1� JI Q) N I I 310.1 113', -L a < I I N GRASS A 04 L) I IF I 310.2 X �� POOL X L___J L-=--Q-------J L__ F­----I f------- 11.2 OPEN X 309.9 F->-]F­___ _`----j DENSE TREES X X IF 310.1 1131 '13j I L z OPEN, OPENII II __J --------i x 3.8.6 J ----------J L---J X r----------1F---I F-L-------=7 7 ,� <, t 0.2 CONCRETE �131 IF 04 CIO, j 1 L 04 -- I - ----------- x 310.2 6 X 310.2 x 310.2 rL 11 4, L-I L--------J x 08.7 260,, J L------ 7­7 C-4 >- ­PT _PM C__ -, I __J L___J r I at to 0) F- 7 Of 11-4 308.9 259 II II I X 0 1I---------- --- L-__j r13, D D -I - L___J L--------- F--------- L-------- ----------i 1. ---I F---- ---- POND I1 IIL13j L 13 < 11-5 258 C14 91 < WL=30 < S� C-4 308.2 C) y I 1 00 ELECT LOT I .x IF LID TRASH X PAN REC. BUILDING 1 F_ c==:3L- _J L__ 66 L_j 308.8 ?-577 X F 09.5 X STORY: 1 310.8 C V -9.8 P U M� X Lq F- 309.5: �C�30 X [t 00 II I369.61-' S C , 0 D 17- J -- ......... x 310. 0 31 Q, -A ao� L--.L,-----J L-----------il V AIL X ? x 309.8 LLJ DENSE TREES KIOSK U4 < ------- GRASS 0 (0 X X 08.4 Pq O X J r_ X 130 E-VAULT 308. SL- 0 370 DENSE TREES TEL-BOX --k 113 10, F-11 GRASS X �i2 - CONCRETE 308.3 x SSCO DENSE TREES x 308.8 -6 oa.d W3 wo Mw-_"M x 309.3 7' I L---- L----J OPEN OPEN OPEN OPEN OPEN OPEN OPEN OP�N OPEN OPEN 11�D 11B 117 11ti AC 7- < 00 1. ------------- ---- A t IL x 3 0 8,21 8. 0 Fir I _j 13 L �,E-B Q X 7, al CARPORT 1 bi X F Cn x 308.2 216 116 115 215 t x 308.8 --I F__ PUBLIC PED. WALKWAY ESMT X 308.5 E-VAULT UNIT TYPE 2/1 L UNIT TYPE 1/1R (90071819 x 308.7 X 307.7 x 308.7 1 0 1 L-------------------- E-BOX 0 r------------------- BOLLARD AC x 308.4 J,, FOUNTAIN CATV-BOX WV F!j 308.2 x 120 0 x 308.2 220 KEYPAD x 308.2 "t UNIT TYPE 2/1R SEE SHEET 3 > DESIGNED UNDER THE DIRECTION OF: NO. REVISIONS BY APP DATE SHEET LLI Planning VESTING TENTATIVE MAP Zh AERIAL PHOTO REMOVED, PARCEL CHANGED SEP 11 08 06 4071 Port Chicago Highway Surveying & Mapping Suite 100 TO LOT STREET WIDTH & ROW 2 MICHAEL E. MILANI DATE 0 Land Development Engineering 0 Concord, CA 94520 R EFLECTIONS CON DOMINIUMS Associates Municipal Engineering Phone: (925) 674-9082 DESIGN: K.A. JOB NO: 260024 Construction Staking 0 Fax: (925) 674-9279 SITE PLAN 16 Construction Management M I LAN I DRAWN: J.V.B DATE: SEPTEMBER 2006 FRESNO FRESNO COUNTY CALIFORNIA r CHECKED: K.A. SCALE: 1 201 T_ i OF SHEETS ................. S 150BLI GATE T 7X71 X ji, Ill, I r SEE SHEET 2 116 t X 216 x 308.2 UNIT TYPE 2/1 L x 308.� E-VAULT x 308.5 PUBLIC PED. WALKWAY ESAdT (90071819 JB) x 308.7 X 307.7 x 308.7 BOLLARD AC E-BOXo FOUNTAIN CA BOX wv x 308.4 308.2 x 120 x 308.2 220 KEYPAD x 308.2,,� UNIT TYPE 2/1R 3 C X KEYPAD x 308.4 X 307.9x 309.6 A- evi5 curd'NO .3 X CARPORT 2 CARP ORTESM � I, )NALKAY x 307.6 o Op��N OPEN OPEN ' 127 126 125 124 123 122 1:21[, 120 x 307.7 O308.8 JBLI(; 0071 til x 307.5 9 A X 307.4 X U3 AC A 7" N A DENSE TREES x ATA P U 08.8 -4 J11'. I 1 S x 307.8 V DENSE TREES .'Y RYIS'M x3m T wwom Q OAC __j CONQ a Mkm ft.SAIR wl P M P m. 0 < C*4 08.9X > C14 F1 E-BOX 40 60 -A 20 10 0 20 04 PUMP M P J LLJ 04 -4, X M8�.-8 OPEN 1 P=A r==4 1 C-0-) 04 0 x -6 SCALE IN FEET jp _,"-kgoner 04 (0 SLAB 04 04 OPEN OPEN z 0- D x 308.' 309.3 D % F- N x 306.6 ­.", � P'� IF x 307.8 04 OPEN 4 \ F. I z Cb Cb- D 307. 0) 04 04 - 0) 0) X 91 MUM JNM 00 Uj r--------I - C14 04 n C14 F- U 0 El 308.3 C14 0 9- POND z, qr- ---I_ Cq CA 04 F= a) V) 6 WL=309' 0 N Cl) X 128 25 Uj Z 0 C\1 z Cj) > W GRASS 255 LO 3: Z _j 129 cr_ fy_ Q0 0 12- 0 Cq F_ 0 0 x 307.9 00 00 CN 0 D GRASS k X Cq 308.2 I< 7 x 307.8 0 X a z X 130 < 254 -308.3 CL LL_ r >_ F- -3 F X CO 00 ULM-JN03 T- - CONC.EMM X - I 0) > M 3 0,9.2 SILM 1-31 CO C /-T, W) z 04 F- J,� F- U9 C3 z Lo EL= cw_DIM U I A D LJ z F- STAIRS j LJ4 4 C 86 _j < Z: C4 C14 0 D C14 _j N Cn 0) 1132 00 GRASS V_ Ld X C4 04 I ErCL .9 LO 00 �20 04 0), r 0 CIO U.1 X x 309.9 433 0 F- t-' 251 C4 F- F- f, X T 0 X 307. D X 307.7 W z X F- < D CL ;> 307.8 1 4 250 < DOL z X V'17.8 DENSE TREESis to D L 249 309.2 X 135 _X, L F� x 308.7k�, 9 Uj V, Dc a_ >_ SIMI CILyd < X _j X 307.6W 0) 6.7-- z x 308.6 z OPEN x 30 :D X 0 < A 120 136 135 j 236 121 220 Li CRETE CON I OPEN Q0 f Q) P 't - UNIT TYPE 2/1L 235 W1S OLLVtl 7Na0 ...,. W UNIT TYPE 2/1L X 221 NIT TYPE 1/1 X 122 UNIT TYPE 1/1 R u < F R � W 222 LIJ < 123 % BUILDING #16 (LOT 1) (n X 8 UNIT TYPE 1/1L 223 132 134 3715 W. BARSTOW (2 STORY) 'OPEN.,,, BUILDING #17 �LOT 1) x 309-19F UNIT TYPE 2/1 R LE: 124 232 234 UNITS 129-136, UNITS 229-236 5350 N. BRAWLEY (2 STORY) 224 CD Ld r Ld UNIT TY UNIT TYPE 2/1 R UNIT TYPE 2/1 R r- UNITS 120-127, UNITS 220-227 _j 136 131 PE 1/1L 00 < > __j J . 125 C 231 < < 127 126 225 F- 3: x: 307.7 UNIT TYPE 1/1 L 130 X 226 UNIT TYPF 1 /11 1 ? 227 (DIJ 11 1 137 ry- 230 -0--15 9.2 Zn UNIT TYPE 1/1 R 0 UNIT TYPE 2/1 L 0 (NLvd MINIM X X 3 0 9 LLI JNIT TYPE 1/1R < 0,9_7 oll Z 138 iy- _717 (0 POOL 309.6 A RQ FO0 om"/N MEM W SILM 2iOo 0 SS POBLIC x,(�69.3 � TRASH j • 308.8 < x 3 1p) V E X VAULT 07.7 IF . ........ . -4 U) '1T. 9 8 X X X'308.8 -VAULT 307�3 F E 8 4X 308.5 - X 01. 0 x 307.6 CONCRETE SIDEWALK 3: x 308.4 X 140 139 248 247 246 -0 Cil 1421-41 z 0 43 242 241 ff 150 149 148 147- 14''i 14-4 143 OPEN OPEN OPEN A 240 239 238 , OPEN OPEN OP 1 154 153 152 1 151 R-T 1 z RP RT I A Y") % Ixy ARP X x 309.3 x 307.7 ARP RT ARP RT 20 'NARPORT 15' `1.,,,ARF ORT 16 NO X (%ARPCIRT 14 C 0 (A x 306.6 x 306.4 C> I x 307.8 X x 306. 0 109.4 X X 07.7 M x 307.6 x 307.7 x 307.7 x 307.8 CONCRETE V-DITCH 0 OD x 306. C/� r V DiT-GH x 306.2 x 306.1 C f,y 307. x 307.8 x 307.9 AC x 307.8 x 307.9 X X 309. 307.8 x 307.8 �j x 306.5 ()PEN 4E x 307.5 OPEN rt. -0pEN_,.,OPEN OPEN OPEN I 1 306.1 OPEN OPEN x 3C 6.2 zl CW OPEN OPEN `v N 6PEN N 'OPEN OPEN OPE I OPEN orrN OPEN OP,EN OPEN OPE :,OPEN- �,_�­tDPEN OPENOPEN OPEN OPEN OPEN OFt" - a_ C&tN OPEN Of_�Wp,<)PEI ffX 08 .2 10 X 30811 a. HL I AIN 4 X 307.6 X 308.6 3: Vf I njq a -0 CD I CIA 0 Ld < DESIGNED UNDER THE DIRECTION OF: NO, REVISIONS BY APP DATE SHEET Z: Ld AERIAL PHOTO REMOVED, PARCEL CHANGED SEP 11 01 06 VESTING TENTATIVE MAP -.4- Planning 4071 Port Chicago Highway cll� 3 TO LOT STREET WIDTH ROW 0 Surveying & Mapping Suite 100MICHAEL E. MILANI DATE o Land Development Engineering Concord, CA 94520 REFLECTIONS N DOMINIUMS Municipal Engineering Associates Phone: (925) 674-9082 DESIGN: K.A. JOB NO: 260024 -0 0 Construction Staking Fax: (925) 674-9279 SITE PLAN DRAWN: J.V.B DATE: SEPTEMBER 2006 16 7, Construction Management ILANI FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. SCALE: 1" 20' OF SHEETS -Al 67 L 4 I - ; ,--," Z ",,, I , -V - 4— ,-,v"',�_,�_,, -I / - I A � ____— ....' \`1`Z11_ I , -,,-� -, 'L : , ,,:, , .�" I-­'�,­_-, �...� I _X_X I .� i , X_X_i,__ . . 1% � . ,� ) " �k _ , ,,,% � — I I--.-- 1 I — I'll *' I I � � .- — I ) I , 'Iw . I X_X X A ,_ "I j X X_X_X 4) X_ I 17, ------� . , ��__',_,�__,,� , , I , X_ ,,,,,,-,l-, , V I X—X—X—X—X—X—X—X I'll ___` 11-11111111.................I'll',. I � ­. 310 1 . y ,,1',11 I i 1— 11111111..........�..."I'll'I''�'�,,�Ill'''',�,��,��� I ;. ., , , I-', X .� ,1,� I ,-�'_ I I 1. :I- ; � 11111111....���,,�"!... / 309.6 z , ) I " " i 111111'��' ,,-,, M. ,.­ ­`�i� ., �111111.. ­ I , ", I ", ,� -1 _�� 11 ­ -, I ', I I -''''I'll'', ­ r !� , - � 1 ,�7 , '. 1 2 ' I , I I T I A*,* 'V ...... I .............__�_ � "I .-, x -709.7 �, I , � I ;E TREES ,� 1� . 11, � ,- 1. _� , '� ___ , � ­._.�. I CONCRETE i 4-A, ______ -� .. I I ,_1 � "I _4 % t I � "; . �, . � DENSE TREES J-1 � I I �, I-' I ,,, kl_ I .... f �­"­t, . 11' � I ) � ( I .1 I -, "I , , - 41 , � ; /1"',_ I 11-`1__111_ SE TREES ) ,�, f, ., . . 1-1, 20 10 0 20 40 -' 60 � DEN�1 . I . . - . ,�"­ � 1�k,_, ­,", � �_,,�_'.­___,1_.,�­­ 1- , j"_?­""­/ .. 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JOB NO: 260024 Cn Construction Staking ` 0 � Construction Management MILANI Fax: (925) 674-9279 SITE PLAN 16 0 � DRAWN: J.V.B DATE: SEPTEMBER 2006 _-D i . ' � FRESNO CALIFORNIA i CHECKED: K.A. I SCALE: 1" = 20' —I F I I OF SHEETS L I � . I I `-,"" - /,""' 1 7=_ __,� I J � I _11 , __� -- ,--'' I - I -_ I __ - I 1 7- 1 1 1 11,�", , I I,- 11 i ,I,- I r' ',- � 0 1 -1 I I I-7 "_ " ' / �IF � - Fj I �_ /­ E-B L I--7-i — U1. I 1-1 r , 1� ELJ I H -1 n � _­�- I PAMO- I I I , , ITF--- " I - _j 1i L -, I , F I I , , 'i \,S� "I Ij )P V I I �, I I . i 2 1 1 11� - % a 11 -�- FI * I— > , W L — �' ; C ` I F F " .-I-1 j--i- ,'I, I I��_,Tj 1`1 i1jiltil _' " ' �"-'--' ` I I I I — STAIRS I I I - P E_ I I i i � � DENSE TREES ,,- x 308.6 x 308.40 x 308.3 x 308.9 x 308.6 20 10 0 x 308.420 40 60 N x 308.5 3 x 308.4 WEST BARSTOW AVENUE O SCALE IN FEET o x 308.6 x 308.5 x 308.4 x 308.3 WEST BARSTOW AVENUE x 308.5 x 308.9 x 308.4 wv 0 308.2 WA JP DE VAU SL-BOXY zs - 8.9 3M.� x 308 x 3 8.5 cLH O WA x 08. X 30 . 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BARSTOW UNITS 101-108 3 �' x 309.4 BS'B' EN O�N X 309.7 (1 STORY) f� 9 106 L ( DENSE TREESM `30) , x 309.9 105 104 103 1 o N °' 9 OPEN x 30 . UNIT T E 2/2R UNIT TY 2/2L x 09.3 UNIT TYPE 1/11- " "� UNIT TYPE 2/1 R 01 I x 6O9 c� I x 09.9 ' OPEN �3 x � CQ7G PAiq SiAe CQ/G PATq SAB 20.2** Q _-....._..._.,._.,w EA T 1 3 502 � ^� CO F;1 410 O �n OPEN ! am m.d-OHM e.>s�L.d� �-- 109 1 x 8 � 108 0 03 O 61y U a x 208 209 UNIT TYPE 2/1 R �"G°"""'" UNIT TYPE 1/1 4�� Q , � -� " OPEN OPEN OPEN OPEN .. I PEN ��, ., '15 14 `` - TR v 2 412 1 Da ;" 513 A 61 BUILDING #5 (LOT 2) o 3565 W. BARSTOW (2 STORY) 1-10(9 ARp RT 512 5�� 510 509 508 � I 1 OP N OPEN OPEN 0 506 505 504 0108-111, - T �� 308. ._ $,� r, N � UNITS UNITS 208 211 PE ]C B 1 ) x 110 111 Q x 308.6 Loc n CB I 210 211 rT1 a o x -08.6 r; APPR X. / ��� UNIT TYPE 1 1 R 4 C6 80? WV \ti x 308.5 -- �CD x 308. 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MILANI DATE � PConcord, CA 94520 CONDOMINIUMS C® Co REFLECTIONS Municipal Engineering & Associates � Phone: (925) 674-9082 DESIGN: K.A. JOB NO: 260024 Construction Staking ; _ 16 925 674 9279 ITE PLAN Construction Management MILANI Fax ( ) DRAWN: J.V.B DATE: SEPTEMBER 2006 FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. SCALE: 1" = 20' OF SHEETS ,� SEE SHEET 6 309.7x 5 576 77 578 579 58 x 9.1 by r----� 1 57 574 08. ,ara >a� K OSK -� ®..___ - -s OPEN 3og. ARP RT 6 x 308. - r---I r- OPEN OPEN A 6 CATV-BOX 613 � _______ � _ 581 2 w-M-.. 11 nil , 309.8 ,-L- - TAI - 583 584 591 592 x 3o I I I I 1 413 x 309.6 -_ 85 586 587 588 589 590 �_ _, 614 ' i i `-4 _ --z----�`-- + ----r---� 57'2 � �-__ -- 30 6 �- --- E- 0X 1 _ _ _ _ I x 307.4 co r -I -til `I n I- -1 ---------- -- > -- I -��- -----� t 1 11 1 13 II 1 I / 3 x DENS TREES- I , I I I I " l DENSE TREES _., --' 414 t � �+ < I , �1 � � I� , , � � �_ \ \ r---- r I � 15 '� (..I `� 571 1 -_'",r- I x 9 9 , ens „Wexaa , 1 I IN N I x 309. 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X I 1 I Z 9 I 00 0 \ \ r� ---- 309.6 I W = w I X \ ' O :�' (A __ - / x = �r d- C�. a o I 619 \ J 569 " I r r \ I L0 1 N �- Z 1 � N I �!\ \ 1 r N W c0 ao w , 33.6' 00 419 Q. co = co x ,08. k \ / 1 z m 0 - 1 \ \ 62 309. �= I N >_ I x _® 1 - Q ._� Q M 568 _111 111 ENSE TREES � }� D i-- �-� ,erg„-0� x L------�-, m _----- , ~ Z 1 l r- -�r --� \ \ ------ 1 z 11 0' m \ L-----D J 1 ' I I 1 1 �; x 309.8 I Dt 11 , r- -- 1 -' (n r--'� r- _� 4 � 567 I 11 I v-� ....„'.. 1 Cl) 11 I , o airs I I L I `� -- _ \\ �d t I w 1 1 �� 6 \ -J I I � Z J 4 i ---X 309\5 56 r-� i i �- i`� ` ,' �= I Ln � � 1 I CL 1 =� ---- I € ' (0 t I --=--_ x 308. I I N 11 H I I x 6 ' I , VIC \ X 308.5 , W 1 1 W , , I I I 1 a ' OC 22 TRASH o I t I COCL �-- I' 00 � O _ rj 6 I �x 30 CD � 623 - N II N II v CDZ Z - 31 x POND ar$ 0 6 I 21L- _-- r-1 5 5 C=p .� N _=3o7 .5564 1 \ \ \ �_ 11 �,erg _ \ cc � � ` Z U 0 x 308.7 I I r•--�r---� I 1 \ 11 1 11 \ I ' 5261 0 1 1 j \ a Q 563 r _� I I ---- �a , N I I N OPEN I I I 1 423 ,f I ii I Cr_ 1 I GRAS _ \ o o co w N Lij \ --------J ---- --j J 1 1 1 - A ens,. w. 00 LJ F N i Y- Cj � I =_ / \ \Ld L ~ II z r-� 527 �' iv \ , �.�- II 1 i x 30 0 0 ' t- ;� 1-- � I �o x 307.7 _..-- ----- \ I 11 � c0 � -- CONCRETE � cYi DENSE TREES 1 I o - I I \ , 1 I I ,� I cv cv - -_---- - r 07.5 �, 1 1 I Z 1 / - --- w" �-- DENSE TR ESS 11 I N ---- �, t ,� t 1 I r ---- �- `` > \ -----,�----I --- I 52 X (0 626 \ x OPEN 11 C CR r---__---r� -�J���-- �- 0 � /� /� \ Ia, , ,� I r -- ----i r--------� I I < -- I --- ------- 08. / \ � B0LLAR 293 Of nmd . rd tl 627 oo x 08.7 I 1 NOPEN I I I o 04 11 N I I r7 '� �-- :V ' �3'x 120 ' 119 I -�- \ �. eo D TRASH 628 I rn rn r I I ro OPEN I .- N F- i 1 I rJ --I ----� I -- - i I - i r N ~ i i N N ~ I I 1 _ ® >, t 220 , 1 219 I El", 11Z ens I I I wis mra II .-� BOL RD ( I 1-- W I 1 I a C%I _- ' , ` / _ UNIT TYPE 2 1 L 1 __ IU I __ E-VAULT I _ 1 Z 11 z o l f'•' C� Cr 1 / L__ __J NIT TYPE 1 1 R I I I I L----_-_! L_�_J -� t ' ° i I / i-- -21- I � r--- -------� f1- __- 8 ' 1 I ru 1 �_ m Cool �' t --------------------J L------ -------� U N I T TYPE 1 1 L I -----� 530 -- '--- �- wuaa.aria �-'-1 1 , r-------------------- ------ ------ / �� I 117 1 °�� 561 -- I I I Ma+n a+r r r9 I M D� -� I - 1 I 1 124 11 BUILDING #9 (LOT 2) 2 7 ' i , ►� x ----- r r_J L____j -------� _ I _ I I ---- VJ 14 ` I �L-- UNIT PE 2 1R I ( 5 G° 630 �T� M �' Q0 009 I z I , I 1 224 r - 3575 W. BARSTOW (2 STORY) / I ' '•• O cV ,_ ' x o .2 560 , I � 1 I I 1 a „ 1 123 1 r_i x '� I I l n, l'- -_-, o UNIT TYPE 2/1R ___ 223 UNITS 117-124, UNITS 217-224 M 1 I -� C") t 1 ------------ -____--___ --- ,uowmma X �.:. I N _� I I r I r---------------I-------------- __----� I y 1 I 53 a_ 1 I x 308. r -�` o �------- -� L 1I W '- � 559 I a °' " I x 307. ------, I I ��UNIT TYPE 1 1 L 1 1 1 1 t l I 1 3 j J j 3 1 I N N W I I ld7 W I I I /_J 1 122 1 1 1 21 I I. 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Z54 553 552 551 550 549 548 547 5 545 544 5 1 540 539 538 537 535 534 OPEN OPE OPEN OPEN OPEN Q o � I I __-_ z z i X ® 306 307.4 �O OPEN I -- > °- B RP RT 9 ARP RT 9 RP RT 9 A P T 9 RPO T 95 CARPORT 96J . � x 3 0 8.5 L==� � I ,ra ww+a / ro wv ---- I 1r I - -- 12 OP _r ` -' `- ---- Q x 0 309.6 _ N �� m x 306.5 x 306.4 I - - I I 1 306X6 306.4 �-� x 305.8 x 3 5.7 4 V .. �-3�6.2 ,-`,,. - I x 306.1 ' 1 � N = - - - E)ONCRE-TE V DITCH - - - 305.3 x I N 1I N \ I � I N N S 11 N � I =� � ,= ® x 306.6 I N N 306.9 I I N II N 1 \, C B I I W I I W x 306.2 I II L x 309.2 Trees x 306.2 ° x 305.8 305.7 x 305.7 x 3 x 306.8 x 07.� I �_ H �j19.8 ~ II 1 J r 1 r t a _ x 306. 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MILP,NI DATE o Municipal Engineering & Associates N Construction StakingPhone: 925 674-9082 Phone: (925) DESIGN: K.A. JOB NO: 260024 Fax: 925 674-9279 PLAN o c ) SITE16n MILAN � DATE: SEPTEMBER 2006 Construction Management DRAWN. J.v.B � FRESNO FRESNO COUNTY CALIFORNIACHECKED: K.A. SCALE: 1" = 20' OF SHEETS SEE SHEET 5 SEE SHEET 7 AC --_ -- ._.w___ _..___...__ ., x5U5. --- , U IL �-SAB X 11 306 3 305.5 CW x 305. x 305.4v x 30 305.7 x 305.9 0' I ; >1 x 305.8 x 305.3 x 305.3 x \ x 305.7 305.6 x 305.5 N N 04\ i x 305.6 w w N 0_ to CBN N N N w r N N N a_ CB 30 .1 � N �- N N S 1 i e� x 305.5 305.3 x 3 .2 CB a: 04x 305.2 x 305.5 x o / z N �- x 305.1 305.8 ,,� f � i 5 c� o 0) z 701 CA NN 01f i D nse Trees W Uj H 702 �-- I ARP RT 9 ARP 3 3 &40"MINING . T CrJ 5 a' X RT 9 305. RP 9 Ch A RT 1 1 ARPO T 10 MAIL d -' 844 8 46 847 8 - - KIOSK x 5.8 0 902 """ � 1 (� N T 7®3 pP�► 06. 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BUILDING #5 (LOT 3) 3612 W. SAN JOSE UNITS 109-112 MAIL 0 S RP OR1 1 83 884 85 886 88 8 OPEN OPEN OPEN OPEN 926 3560 W. SAN JOSE (2 STORY 0 I 306.2 UNITS 108-111, UNITS 208-211 (1 STORY) � 1 �` i �� 879 880 8'._--.----- 0 110 '!109 l P N 8 878 TR AS 927 108 109 � I OPEN OPEN � 208 �DrFR. 0 208 UNIT TYPE 1/1L """a`"°"'�" U TYPE 2/1R I 72�N r- X UNIT TYPE 1 1 x"' I n �i �_ _ 867 x 928 M UNIT TYPE 2/1 L / < SEE SHEET 9 w DESIGNED UNDER THE DIRECTION OF: NO. REVISIONS BY APP DATE SHEET PlanningVESTINGTENTATIVE MAP ZL AERIAL PHOTO REMOVED PARCEL CHANGED SEP 1 01 06 w 4071 Port Chicago Highway � Surveying & Mapping Suite 100 8 Land Development Engineering REFLECTIONS Concord, CA 94520 CONDOMINIUMS MICHAEL E. MILANI DATE TO LOT o Municipal Engineering & Associates Phones 925 674-9082 N Construction Staking ` DESIGN: K.A. JOB NO: 260024 � �?-� Fax: 925 674-9279 SITE PLAN Construction Management MILANI 16 9 DRAWN: J.V.B DATE: SEPTEMBER 2006 0 FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. 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JOB NO: 260024 Construction takin16 0 Staking 74-9279 SITE PLAN Construction Management Fax. (925) 6 DRAWN: J.V.B DATE: SEPTEMBER 2006 FRESNO COUNTY CALIFORNIA SCALE: 1° = 20' / FRESNO CHECKED: K.A. OF SHEETS ,_,_ O RFF 1 I O REF. REF. O Rff. Imo; � O I DINING ��� p I BATHR00 BATHR00 BATHR00 1 KITCHEN 1a BATHROOM I KITCHEN DINING cn bi U) O 1 KITCHEN DINING 0-1 1 KITCHEN DINING _ 1 LNCPA110SLAB i Q O — — _ F r— CONC. PATIO SLAB O � r— i 1 D i O � w i ' 0 :; r•vas — r I O _ rn HALL 1 �; O p HALL o °� LOSE HALL L_ Ln — r _ - - L_ M L— m CONC. ENTRY SLAB f. CONC. ENTRY SLAB I i CONC. ENTRY SLAB I H.C. UNIT 0 } LIVING BEDROOM Q' LIVING BEDROOM (' ` 1 -} LIVING BEDROOM 1 ,� 'l� 1^,l 1 t, ^t LIVING BEDROOM ;` LIVING BEDROOM t LIVING I BEDROOM LIVING BEDROOM _ � CONC. ENTRY SLAB H.C. UNIT t r— 4 1 C7 CONC. ENTRY SLAB HALL ' 1 r (,i — — HALL 1 r- LOSE Fp p ---- - . -- --------- e I. — c O 1 DINING 'r , BATHROOM 001 KITCHEN DINING CONC. PATIO SLAB lu CONC. PATIO SLAB D I KITCHEN KITCHEN DINING to BA - ATHR00 CONC. PATIO SLAB O D O ATHR00 p 1 & ,, _ LJi M ppIJ Uf - REF. 9 Rff. rr REF. L_= J O O ---------- t] UNIT TYPE 111L UNIT TYPE 111L HANDICAP UNIT UNIT TYPE 111L UNI T TYPE 111R UNI T TYPE 111R UNI T TYPE 1/1 R HANDICAP UNIT UNIT TYPE 111R FIRST FLOOR FIRST FLOOR SECOND FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR SECOND FLOOR BLDG 11 - LOT1 WI TH EXTERIOR FIREPLACE WITH INTERIOR FIREPLACE BLDG 12 - LOT 3 (INTERIOR FIREPLACE) BLDG 12 LOT 2 (ONE STORY BLDGS ONLY) (TWO STORY BLDGS ONLY) 4FLOOR PLAN 5 FLOOR PLAN 6 FLOOR PLANFL®OR PLAN 1 LOR PLAN 2 FLOOR PLAN 3 FLOOR PLAN SCALE: 1" = 10' SCALE: 1" = 10' 10 SCALE: 1" = 10' 10 SCALE: 1" = 10' 10 SCALE: 1" = 10' 1\04 0 SCALE: 1" = 10' 10 SCALE: 1" = 10' 10 10 \IIIIIitl Q) a Ln 0 r-i N r r— I I O V) V) z M 0) r I BEDROOM UNIT PLANS r I Cf G i I CQC G LiJ DESIGNED UNDER THE DIRECTION OF: NO. REVISIONS BY APP DATE SHEET Z LLJ VESTING TENTATIVE MAP 0 PARCEL A & B CHANGED TO LOT 1 & 2 SEP 11 /01 /06 Planning x€071 Port Chicago Highway 1 O N Surveying & Mapping & Suite 100REFLECTIONS MICHAEL E. MILANI DATE Land Development Engineering Concord, CA 9 520 Associates Engineering Phone: (925) 674-9082 DESIGN: K.A. JOB NO: 260024 Construction Staking F®X. (925) UNITs74-9279 16 Construction ManagementMILANI DRAWN: J.V.B DATE: SEPTEMBER 2006 i FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. SCALE: 1" = 101 OF SHEETS ,,_ fit 'f it ..,.,.. T- 1101 eras Fl`E O O i SH-IFa rals RAE O Ll::::? REF. �kj Jid I REF. CLOS r-976F --- CAV BA r-aeF ro • BA DINNING '0 DINNING KITCHEN O Ln � � KITCHENDO L_ 1 L___ ___J ___J - CONC. PA110 SLAB .a CONC. PATIO SLAB p r D HALL ° ❑ HALL ° ❑ rn m M 9F1F a raE� f �a ra,: , ; -- �_ CK BEDROOM CONC. ENTRY SLAB BEDROOM _E LIVING BEDROOM LIVING °i"} BEDROOM LIVING } BEDROOM LIVING BEDROOM #2 BEDROOM LIVING BEDROOM BEDROOM #1 BEDROOM CONC. ENTRY SLAB CONC. ENTRY SLAB ENTRY SHELF a PaE SIF a PaE SHELF a POE I ---- - - __ HALL ° ❑ HALL D. ❑ HALL ° ❑ � -� BAT O i CONC. PATIO SLAB r- y D i OLS DINNING KITCHEN I i DINNING KITCHEN I r DINNING O BAF _J KITCHEN 1 O O • BA - BAT- CLO 919E rae_J � WALK—I � WA�K—I R L� �_J � CLO Faa a� O O REF. LF a Pus ME O O REF. a ry E ars O O REF. 3 UNIT TYPE 211 L UNIT TYPE 211 L UNIT TYPE 211 R UNIT TYPE 2 1 R UNI T TYPE 211 R FIRST FLOOR SECOND FL OOR FIRST FLOOR FIRST FLO RR SECOND FLOOR WITH EXTERIOR FIREPLACE WITH INTERIOR FIREPLACE (ONE STORY BONLY) (TWO STORY BONLY) PLAN 3 FLOOR PLAN 4 FLOOR PLAN5FLOOR PLAN FLOOR PLAN1'2FLOOR SCALE: 1" = 10' SCALE: 1" = 10' 11 SCALE: 1" = 10' 11 SCALE: 1" = 10' 11 SCALE: 1" = 10' 11 11 3NILTONY BALCONY ( (DECK) '^ - BEDROOM #1 BEDROOM #1 ; rHILLI a CONC. PATIO SLAB CONC. 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RNM ENTRY L 1 I I I I I I I I I I ❑ I I I II BEDROOM #2C/) wwam mZ,li , o REF. 4 IL BEDROOM #2 J11111 11 II KITCHEN KITCHEN II m m S N-0/1 v 3 LiLnii s in 111[ IL ------- — BEDROOM #2 BEDROOM #2 0 Z Q z <n In 00 C7 r m z O N z 0 N MN UNIT TYPE 212L UNIT TYPE 212L UNIT TYPE 212R SECOND FLOOR r FIRST FLOOR SECOND FLOOR FIRST FLOOR UNI T TYPE 212R Cn Cn o N FLOOR PLAN FLOOR PLANr 7 FLOOR PLAN 8 FLOOR PLAN� SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' SCALE: 1" = 10' 11 Q1W00/ w DESIGNED UNDER THE DIRECTION OF: NO. REVISIONS BY APP DATE SHEET z Planning TENTATIVE MAP � 9 40�1 Port Chicago Highway VESTING 11 Surveying & Mapping Suite 100 0 Land Development Engineering I MICHAEL E. MILANI DATE 4 0REFLECTIONSND MIN UMunicipal Engineering - CIA & AssociatesConcord CA 9 52 Construction Staking Phone. (925) 674❑9082 DESIGN: K.A. JOB NO: 260024 � MILANI F X. 925 674 9279 NIT PLA N16 0) DRAWN: J.V.B DATE. SEPTEMBER 2006 Construction Management SCALE: 1" = 10' OF SHEETS �,,FRESNO FRESNO COUNTY CALIFORNIA K.A. _ �FH a NMI. mill" .-0010milill IN 1101 SCALE IN FEET WEST BARSTOW A VE. 11in PHOTO 530 PHOTO 541 PHOTO 572 Mlia llydld::i S 894 1*18 E 161571 :dd S89041"i 982.47 S891141 6JJ.2-4 T I SIMI 11 i i i I i WE l� 1,N111",al IMF! 117 0 H Nell QWM-!iHHi 'K ZI WON!iwk; BRA KEY A VE. 5350 N. 3715 W BARSTOW AVE. 3625 W BARS TOW AVE. 44) t9r) - N PHOTO 534 PHOTO 557 PHOTO 571 LU --- LOT 2 LAJ ........... ........... Tl T", C-0 LOT 1 Egvy J Uj pit 1 1 5J50 N. BRA WE Y A VE. -z. Ell Va Min. .......... 4. E ............ Jr `W S 89*4 1`J6 633. 17 Op - PHOTO 535 PHOTO 560 PHOTO 555 cc N8941'36* 983. 6 0 POP &TIAN"? ;Ah 1!ig Mimi! TH 0, IOWA: J:1�4 LOT 3 4 Q) lit Now—., 0.4 1 —N) j I 7 V—, mill 12 1 1011 i;;i2!;iTfl01 ....... f!i!Iiii iiii*"..;�!i��iiiiiiiiiiiiii'.iii —."f 1-7 "K 'K OR Low V LOU V MAY I Q:�:� .......... L PH�:OTO 538 PHOTO 561 PHOTO 550 LAJ % N iL�11�ii,Mi 1 Wain jr R i fin 0 Ln T oil ilill"! "NMI. WRIT W0. CD 7i�!i� 10-E cur) 63J. 10 N89 04 1'5J P'PW 1110 WON Lis 10alps �ID Z. OYU&0 (D a_ PHOTO 539 PHOTO 567 PHOTO 542 001-1 WEST SAN JOSE AVE, C0 SITE PHOTOS T C114 PHASING PLAN DESIGNED UNDER THE DIRECTION OF: NO. REVISIONS BY APP DATE SHEET VESS/a ON Planning 4071 Port Chicago Highway VESTING TENTATIVE MAP C\1 Surveying & Mapping Suite 100 DATE C/) 12 CD MICHAEL E. MILANI CD Land Development Engineering REFLECTIONS CONDOMINIUMS R.C.E. No. 35121 REGISTRATION EXPIRES 9-30-07 Concord, CA 94520 'Wce- No.35121 Municipal Engineering Associates EXM 09/30/07 Phone: (925) 674-9082 DESIGN: K.A. JOB NO: 260024 Construction Staking Fax: (925) 674-9279 SITE PHOTOS IV>, C/vt 16 0 Construction Management MILANI DRAWN: J.V.B DATE: SEPTEMBER 2006 or cp-\� 7-- OF SHEETS FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. N/A T SCALE: UN/T MIX TA BLE REFLECT/ONS UN/T MIX TABLE EC TIONSLOCATI�V TYPE DISTAL# MU� LOCA7710VV TYPE DISTAL# LOT UVT# # STOPAEU t�.00R WT TYPE UVTAf�A 0Q/1N1H9� V (STAADAM ) (b�TAL#/tel#J LOT LW# ADIDif 43 Brl�[DW�# STOFES ROAR UVT TYPE I�NTAI�A BEDROOMS 0Q/A7BW J (8TAADAAQ1HAAErAP) [d1ElAL#/5 T#J 1 101 5350 N. BRA WLEY 1 1 1 2/IL 850 2 E S 1/11 1 129 3715 W. BARSTOW 16 2 1 2/1L 850 2 E S 1/11 1 102 5350 N BRAWLEY 1 1 1 1/IR 630 1 1 S 4/10 1 130 3715 W. BARSTOW 16 2 1 1/1 R 620 1 1 S 5/10 1 103 5350 N. BRAWLEY 1 1 1 1/1L 630 1 1 S 1/10 1 131 3715 W. BARSTOW 16 2 1 1/1L 630 1 1 S 1/10 1 104 5350 N. BRA WLEY 1 1 1 211R 850 2 E S 4/11 1 132 3715 W. BARSTOW 16 2 1 211R 840 2 E S 4/11 1 105 5350 N. BRA WLEY 1 1 1 1 211L 850 2 E S 1/11 1 133 3715 W. BARSTOW 16 2 1 2/1R 840 2 E S 4/11 1 106 5350 N. BRAWLEY 1 1 1 111R 630 1 1 S 4/10 1 134 3715 W. BARSTOW 16 2 1 111L 630 1 1 S 1/10 1 107 5350 N. BRAWLEY 1 9 1 1 1/1L 630 1 1 S 1/10 1 135 3715 W. BARSTOW 16 2 1 1/1R 620 1 1 S 5/10 1 108 5350 N BRA WLEY 1 1 1 211R 850 2 E S 4/11 1 136 3715 W. BARSTOW 16 2 1 211L 850 2 E S 1/11 1 109 5350 N BRAWLEY 2 I 1 1 211R 850 2 E S 4/11 1 137 3715 W. BARSTOW 15 2 1 2/2L 957 2 E S 6/11 1 110 5350 N BRAWLEY 2 1 1 1/1L 630 1 1 S 1/10 1 138 3715 W. BARSTOW 15 2 1 2/2R 957 2 1 S 8/11 1 111 5350 N BRAWLEY 2 1 1 2/1L 850 2 E S 1/11 1 139 3715 W. BARSTOW 15 2 1 2/2L 957 2 1 S 8/11 1 112 5350 N BRA WLEY 2 1 1 111R 630 1 1 S 4/10 1 140 3715 W. BARSTOW 15 2 1 2/2R 957 2 E S 6/11 1 113 5350 N. BRA WLEY 2 1 1 2/2R 957 2 1 S 8/11 1 141 3715 W. BARSTOW 3 1 1 2/2R 957 2 E S 8/11 1 114 5350 N. BRAWLEY 2 i 1 1 2/2R 957 2 1 S 8/11 1 142 3715 W. BARSTOW 3 1 1 2/2L 957 2 1 S 6/11 1 115 5350 N. BRA WLEY 2 1 1 2/2L 957 2 E S 6/11 1 143 3715 W. BARSTOW 3 1 1 2/2R 957 2 1 S 8/11 1 116 5350 N. BRA WLEY 18 2 1 2/2R 957 2 E S 8/11 1 144 3715 W. BARSTOW 3 1 1 2/2L 957 2 1 S 6/11 1 117 5350 N. BRAWLEY 18 2 1 2/2L 957 2 1 S 6/11 1 145 3715 W. BARSTOW 3 1 1 1/IL 630 1 1 S 1/10 1 118 5350 N. BRAWLEY 18 2 1 2/2R 957 2 1 S 8/11 1 146 3715 W. BARSTOW 3 1 1 2/1R 850 2 E S 3/11 1 119 5350 N. BRA WLEY 18 2 1 2/2L 957 2 E S 6/11 1 147 3715 W. BARSTOW 3 1 1 211L 850 2 E S 1/11 1 120 5350 N. BRAWLEY 17 2 1 2/IL 850 2 E S 1/11 1 148 3715 W. BARSTOW 3 1 1 1/IR 630 1 1 S 4/10 1 121 5350 N. BRA WLEY 17 2 1 111R 620 1 1 S 5/10 1 101 3625 W BARSTOW 7 1 1 211R 850 2 E S 3/11 1 122 5350 N. BRAWLEY 17 1 2 1 1/IL 630 1 1 S 1/10 1 102 3625 W. BARSTOW 7 1 1 1/IL 630 1 1 S 1/10 1 123 5350 N. BRA WLEY 17 1 2 1 211R 840 2 E S 4/11 1 103 3625 W. BARSTOW 7 1 1 1/1 R 630 1 1 S 4/10 1 124 5350 N. BRA WLEY 17 0 2 1 211R 840 2 E S 4/11 1 104 3625 W. BARSTOW 7 1 1 211L 850 2 E S 1/11 1 125 5350 N. BRAWLEY 17 2 1 1/1L 630 1 1 S 1/10 1 105 3625 W. BARSTOW 7 1 1 2/1L 850 2 E S 1/11 1 126 5350 N. BRA WLEY 17 21 1/1 R 620 1 1 S 5/10 1 106 3625 W. BARSTOW 7 1 1 111R 630 1 1 S 4/10 1 127 5350 N. BRAWLEY 17 2 I 1 2/1L 850 2 E S 1/11 1 107 3625 W. BARSTOW 7 1 1 1/1L 630 1 1 S 1/10 1 128 5350 N. BRA WLEY" 19 1 1 2/1L 850 2 E S 1/11 1 108 3625 W. BARSTOW 7 1 1 211R 850 2 E S 3/11 1 129 5350 N. BRA WLEY 19 1 1 1/IR 630 1 Jr S 4/10 1 109 3625 W. BARSTOW 8 2 1 2/2L 957 2 E S 6/11 1 130 5350 N. BRA WLEY 19 s 1 ¢ 1 2/2L 957 2 1 S 6/11 1 110 3625 W. BARSTOW 8 2 1 2/2R 957 2 1 S 8/11 1 131 5350 N. BRA WLEY 19 1 1 2/2R 957 2 1 S 8/11 1 111 3625 W. BARSTOW 8 2 1 2/2L 957 2 1 S 6/11 1 132 5350 N. BRA WLEY 19 1 1 2/2L 957 2 1 S 6/11 1 112 3625 W. BARSTOW 8 2 1 2/2R 957 2 E S 8/11 1 133 5350 N BRA WLEY 19 1 1 2/2R 957 2 E S 8/11 1 113 3625 W. BARSTOW 9 2 1 211R 840 2 E S 4/11 1 134 5350 N BRAWLEY 19 1 1 2/1R 850 2 E S 3/11 1 114 3625 W. BARSTOW 9 2 1 1/IL 630 1 1 S 1/10 1 135 5350 N. BRAWLEY 19 1 1 1 1/IL 630 1 1 S 1/10 1 115 3625 W. BARSTOW 9 2 1 1/IR 620 1 1 S 5/10 1 101 3715 W. BARSTOW 4 e 1 1 211R 850 2 E S 3/11 1 116 3625 W. BARSTOW 9 2 1 211L 850 2 E S 1/11 1 102 3715 W. BARSTOW 4 1 1 1/IL 630 1 1 S 1/10 1 117 3625 W. BARSTOW 9 2 1 2/1L 850 2 E S 1/11 1 103 3715 W BARSTOW 4 1 1 1/1R 630 1 1 S 4/10 1 118 3625 W. BARSTOW 9 2 1 1/1R 620 1 1 S 5/10 1 104 3715 W BARSTOW 4 1 1 2/IL 850 2 E S 1/11 1 119 3625 W. BARSTOW 9 2 1 1/1L 630 1 1 S 1/10 1 105 3715 W. BARSTOW 4 1 1 2/1L 850 2 E S 1/11 1 120 3625 W. BARSTOW 9 2 1 2/1R 840 2 E S 4/11 1 106 3715 W. BARSTOW 4 1 1 1/1R 630 1 1 S 4/10 1 121 3625 W. BARSTOW 10 2 1 2/1L 850 2 E S 1/11 1 107 3715 W BARSTOW 4 1 1 1/IL 630 1 1 S 1/10 1 122 3625 W. BARSTOW 10 2 1 2/2R 957 2 1 1 S 8/11 1 108 3715 W. BARSTOW. 4 1 1 2/1 R 850 2 E S 3/11 1 123 3625 W. BARSTOW 10 2 1 2/2L 957 2 1 S 6/11 1 109 3715 W. BARSTOW 5 1 2 1 2/2L 957 2 E S 6/11 1 124 3625 W. BARSTOW 10 2 1 2/2R 957 2 1 S 8/11 1 110 3715 W. BARSTOW 5 2 1 2/2R 957 2 1 S 8/11 1 125 3625 W. BARSTOW 10 2 1 111R 620 1 1 S 5/10 1 111 3715 W BARSTOW 5 2 1 2/2L 957 2 1 S 6/11 1 126 3625 W. BARSTOW 10 2 1 211L 850 2 E S 1/11 1 112 3715 W BARSTOW 5 2 1 2/2R 957 2 E S 8/11 1 127 3625 W. BARSTOW 10 2 1 211R 840 2 E S 4/11 1 113 3715 W. BARSTOW 14 i 2 1 2/1R 840 2 E S 4/11 1 128 3625 W. BARSTOW 10 2 1 1/1L 630 1 1 S 1/10 _ 1 114 3715 W. BARSTOW 6 14 2 1 111L 630 1 1 S 1/10 1 129 3625 W. BARSTOW 11 2 1 211R 840 2 E S 4/11 1 115 3715 W. BARSTOW I 14 d 2 1 1/1R 620 1 1 S 5/10 1 130 3625 W. BARSTOW 11 2 1 1/1L 630 1 1 H 2/10 Q 1 116 3715 W. BARS, 14 2 1 2/1L 850 2 E S 1/11 1 131 3625 W. BARSTOW 11 2 1 1/1R 620 1 1 S 6/10 1 117 3715 W. BARSTOW 14 1 2 1 211L 850 2 E S 1/11 1 132 3625 W. BARSTOW 11 2 1 211L 850 2 E S 1/11 N 1 118 3715 W BARSTOW 14 s 2 1 111R 620 1 1 S 5/10 1 133 3625 W. BARSTOW 11 2 1 2/1 L 850 2 E S 1/11 1 119 3715 W BARSTOW 14 f 2 j 1 111L 630 1 1 S 1/10 1 134 3625 W. BARSTOW 11 2 1 1/1 R 620 1 1 S 6/10 0 I 1 120 3715 W. BARSTDW 1 14 ? 2 1 211R 840 2 E S 4/11 1 135 3625 W. BARSTOW 11 2 1 111L 630 1 1 S 2/10 I 1 121 3715 W. BARSTOW° 13 2 p 1 2/1L 850 2 E S 1/11 1 136 3625 W. BARSTOW 11 2 1 211R 840 2 E S 4/11 1 122 3715 W. BARSTOW 13 s 2 1 1 2/2R 957 2 1 S 8/11 1 137 3625 W. BARSTOW 12 2 1 2/2L 957 2 E S 6/11 1 123 3715 W BARSTOW' 13 2 " 1 2/2L 957 2 1 S 6/11 1 138 3625 W. BARSTOW 12 2 1 2/2R 957 2 1 S 8/11Cn 1 124 3715 W. BARSTOW 13 2 1 2/2R 957 2 1 S 8/11 1 139 3625 W. BARSTOW 12 2 1 2/2L 957 2 1 S 8/11 1 125 3715 W. BARSTOW 9 13 2 1 111R 620 1 1 S 5/10 1 140 3625 W. BARSTOW 12 2 1 2/2R 957 2 E S 6/11 z 1 126 3715 W BARSTOW 13 p 2 1 211L 850 2 E S 1/11 e 1 127 3715 W BARSTOW 13 1 2 1 211R 840 2 E S 4/11 a 1 128 3715 W. BARSTOW 13 2 1 1/1L 630 1 1 S 1/10 N 3 a_ } Q LU1 DESIGNED UNDER'THE DIRECTION OF: RpFESS/p NO. REVISIONS BY APP DATE SHEET z Planning LU hi Highway VESTINGTENTATIVE MAP �oe EUGE "��F � PARCEL A CHANGED TO LOT 1 SEP 11 1 06 4071 Port c sago g y �. tiF y Surveying & Mapping Suite 100 Cl) P� �% 13 N Land Development Engineering REFLECTIONS MICHAEL E. MILANI DATE cDConcord CA 94520 R.C.E. No. 35121 REGISTRATION EXPIRES 9-30-07 w z Municipal Engineering &40AssOClates Na.35121 — N Construction StakingPhone: (925) 674-9082 DESIGN: K.A. JOB NO: 260024 EXP. 09/30/07 \� Fax: 925 674-9279 MIX C/�i\MILANI � ) UNITT � 16 0 Construction Management DRAWN: J.V.B DATE: SEPTEMBER 2006 F or CAS-\� i FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. i SCALE: N/A 1OF SHEETS ,;_ UNIT MIX TABLEFLECTIONSREFLECT/ONS UNI T MIX TABLE ALIAXW LaCATIfOW TYPE D�ETAL# M�� LOCA 7701V TYPE DIETAL# LOT GIVT# AD 3 #ISTORB fL001 WTTYPE U9VT AI A av/rUTam (STAADAADIHAAD1�AR) (b1ETAL#/ T#I LOT U�'T# ,4D Brf�[�11'1K3# sr FLOOR WT ME INT Af�A 6 3 (gyp/AqE 01 v (3TAADAPPIHAAMAR) (DISTAL#/a T#) 1 141 3625 W. BARSTOW 6 1 1 2/2L 957 2 E S 6/11 2 133 3575 W. BARSTOW 10 2 1 2/2R 957 2 E S 8/11 1 142 3625 W. BARSTOW 6 1 1 1 2/2R 957 2 I S 8/11 2 134 3575 W. BARSTOW 10 2 1 2/2L 957 2 I S 6/11 1 143 3625 W BARSTOW 6 1 1 2/20 957 2 I S 8/11 2 135 3575 W. BARSTOW 10 2 1 2/2R 957 2 I S 8/11 1 144 3625 W BARSTOW 6 1 1 1/IR 630 1 I S 4/10 2 136 3575 W. BARSTOW 10 2 1 2/2L 957 2 E S 6/11 1 145 3625 W BARSTOW 6 1 1 2/1L 850 2 E S 1/11 2 137 3575 W. BARSTOW 2 1 1 2/2L 957 2 E S 6/11 1 146 3625 W BARSTOW 6 1 1 211R 850 2 E S 3/11 2 138 3575 W. BARSTOW 2 1 1 2/2R 957 2 I S 8/11 1 147 3625 W. BARSTOW 6 1 1 1/IL 630 1 I S 1/10 2 139 3575 W. BARSTOW 2 1 1 2/2L 957 2 I S 6/11 2 101 3615 W. BARSTOW 1 1 1 2/IL 850 2 E S 1/11 2 140 3575 W. BARSTOW 2 1 1 2/2R 957 2 E S 8/11 2 102 3615 W. BARSTOW I 1 1 1/IR 630 1 I S 4/10 2 101 3565 W. BARSTOW 4 1 1 2/2L 957 2 E S 6/11 2 103 3615 W BARSTOW 1 9 1 1 1/1L 630 1 I S 1/10 2 102 3565 W. BARSTOW 4 1 1 2/2R 957 2 I S 8/11 2 104 3615 W. BARSTOW ' 1 1 2/2R 957 2 E S 8/11 2 103 3565 W. BARSTOW 4 1 1 2/2R 957 2 I S 8/11 2 105 3615 W. BARSTOW I 1 1 2/1R 850 2 E S 3/11 2 104 3565 W. BARSTOW 4 1 1 1/IR 630 1 I S 4/10 2 106 3615 W BARSTOW I 1 1 I/1L 630 1 I S 1/10 2 105 3565 W. BARSTOW 4 1 1 2/1L 850 2 E S 1/11 2 107 3615 W. BARSTOW 1 1 1 111R 630 1 I S 4/10 2 106 3565 W. BARSTOW 4 1 1 2/1 R 850 2 E S 3/11 2 108 3615 W. BARSTOW 1 1 1 2/1L 850 2 E S 1/11 2 107 3565 W. BARSTOW 4 1 1 1/1L 630 1 I S 1/10 2 109 3615 W. BARSTOW 14 1 1 211L 850 2 E S 1/11 2 108 3565 W. BARSTOW1 5 2 1 211R 840 2 E S 4/11 2 110 3615 W BARSTOW 14 1 1 1/IR 630 1 E S 4/10 2 109 3565 W. BARSTOW 5 2 1 1/1L 630 1 E S 1/10 2 111 3615 W. BARSTOW 14 1 1 1 2/1R 850 2 E S 3/11 2 1 110 3565 W. BARSTOW 5 2 1 2/1L 850 2 E S 1/11 2 112 3615 W. BARSTOW 14 1 1 1/IL 630 1 E S 1/10 2 111 3565 W. BARSTOW 5 2 1 1/1R 620 1 E S 5/10 2 113 3615 W. BARSTOW 13 0 2 1 2/2R 957 2 E S 8/11 2 112 3565 W. BARSTOW 6 2 1 2/2R 957 2 E S 8/11 2 114 3615 W BARSTOW E 13 2 1 2/2L 957 2 1 S 6/11 2 113 3565 W. BARSTOW 6 2 1 2/2L 957 2 I S 6/11 2 115 3615 W. BARSTOW 13 s 2 1 2/2L 957 2 I S 6/11 2 114 3565 W. BARSTOW 6 2 1 2/2L 957 2 I S 6/11 2 116 3615 W. BARSTOW 13 2 1 111R 620 1 1 S 5/10 2 115 3565 W. BARSTOW 6 2 1 1/IR 620 1 I S 5/10 2 117 3615 W. BARSTOWI 13 2 1 2/1L 850 2 E S 1/11 2 116 3565 W. BARSTOW 6 2 1 2/1L 850 2 E S 1/11 2 118 3615 W BARSTOW 13 2 1 2/1 R 840 2 E S 4/11 2 117 3565 W. BARSTOW 6 2 1 211R 840 2 E S 4/11 3 2 119 3615 W. BARSTOW. 13 2 w 1 1/1L 630 1 I S 1/10 2 118 3565 W. BARSTOW 6 2 1 1/1L 630 1 I S 1/10 2 120 3615 W BARSTOW 12 2 I 1 211R 840 2 E S 4/11 2 1 119 3565 W. BARSTOW 7 2 1 211R 840 2 E S 4/11 2 121 3615 W. BARSTOW 12 2 I 1 1/1L 630 1 I H 2/10 2 120 3565 W. BARSTOW 7 2 1 1/IL 630 1 I S 1/10 2 122 3615 W. BARSTOW 12 2 ° 1 I/I R 620 1 I S 6/10 2 121 3565 W. BARSTOW 7 2 1 111R 620 1 I S 5/10 2 123 3615 W. BARSTOW 12 2 1 2/1L 850 2 E S 1/11 2 122 3565 W. BARSTOW 7 2 1 2/1L 850 2 E S 1/11 2 124 3615 W. BARSTOW 12 2 i 1 2/1L 850 2 E S 1/11 2 123 3565 W. BARSTOW 7 2 1 2/1L 850 2 E S 1/11 2 125 3615 W. BARSTOW 12 2 1 1/IR 620 1 I S 6/10 2 124 3565 W. BARSTOW 7 2 1 1/IR 620 1 I S 5/10 2 126 3615 W BARSTOW 12 2 1 1/1L 630 1 I S 2/10 2 125 3565 W. BARSTOW 7 2 1 1/1L 630 1 I S 1/10 2 127 3615 W. BARSTOW 1 12 a 2 1 211R 840 2 E S 4/11 2 126 3565 W. BARSTOW 7 2 1 211R 840 2 E S 4/11 2 101 3575 W. BARSTOW 3 1 1 211L 850 2 E S 1/11 3 1 101 3612 W. SAN JOSE 1 1 1 211L 850 2 E S 1/11 2 102 3575 W BARSTOW 3 1 1 1/IR 630 1 I S 4/10 3 102 3612 W. SAN JOSE 1 1 1 1/1R 630 1 I S 4/10 2 103 3575 W. BARSTOW 3 1 1 2/1R 850 2 E S 3/11 3 103 3612 W. SAN JOSE 1 1 1 1/IL 630 1 I S 1/10 2 104 3575 W BARSTOW 3 1 I 1 1/1 L 630 1 I S 1/10 3 104 3612 W. SAN JOSE 1 1 1 211R 850 2 E S 3/11 2 105 3575 W. BARSTOW a 3 S 1 1 2/2L 957 2 I S 6/11 3 105 3612 W. SAN JOSE 1 1 1 2/1L 850 2 E S 1/11 2 106 3575 W BARSTOW 3 1 1 2/2R 957 2 I S 8/11 3 106 3612 W. SAN JOSE 1 1 1 1/IR 630 1 I S 4/10 2 107 3575 W. BARSTOW1 3 1 1 2/2L 957 2 I S 6/11 3 107 3612 W. SAN JOSE 1 1 1 1/1L 630 1 I S 1/10 2 108 3575 W BARSTOW 3 1 1 2/2R 957 2 E S 8/11 3 108 3612 W. SAN JOSE 1 1 1 211R 850 2 E S 3/11 2 109 3575 W. BARS TOW 8 2 1 211R 840 2 E S 4/11 3 109 3612 W. SAN JOSE 14 1 1 2/1L 850 2 E S 1/11 2 110 3575 W. BARSTOW 1 8 2 1 1/IL 630 1 I S 1/10 3 110 3612 W. SAN JOSE 14 1 1 I/1R 630 1 E S 4/10 2 111 3575 W. BARSTOW 8 2 1 I/I R 620 1 I S 5/10 3 111 3612 W. SAN JOSE 14 1 1 211R 850 2 E S 3/11 2 112 3575 W. BARSTOW 8 2 1 2/1L 850 2 E S 1/11 3 112 3612 W. SAN JOSE 14 1 1 1/1L 630 1 E S 1/10 2 113 3575 W. BARSTOW 8 E 2 1 2/1L 850 2 E S 1/11 3 113 3612 W. SAN JOSE 13 2 1 2/2R 957 2 E S 8/11 2 114 3575 W. BARSTOW` 8 2 1 I/I R 620 1 I S 5/10 3 114 3612 W. SAN JOSE 13 2 1 2/2L 957 2 I S 6/11 �- 2 115 3575 W. BARSTOW 8 i 2 1 1/IL 630 1 I S 1/10 3 115 3612 W. SAN JOSE 13 2 1 2/2L 957 2 I S 6/11 2 116 3575 W. BARSTOW 1 8 2 1 211R 840 2 E S 4/11 3 116 3612 W. SAN JOSE 13 2 1 111R 620 1 I S 5/10 Q 2 117 3575 W. BARSTOW 9 a 2 1 2/1R 840 2 E S 4/11 3 117 3612 W. SAN JOSE 13 2 1 2/1L 850 2 E S 1/11 0 2 118 3575 W. BARSTOW 9 s 2 1 1/IL 630 1 I S 1/10 3 118 3612 W. SAN JOSE 13 2 1 2/IR 840 2 E S 4/11 N 2 119 3575 W. BARSTOW 9 2 1 1/1R 620 1 I S 5/10 3 119 3612 W. SAN JOS 13 2 1 1/1L 630 1 I S 1/10 2 120 3575 W BARSTOW 9 2 1 211L 850 2 E S 1/11 3 120 3612 W. SAN JOSE 12 2 1 211L 850 2 E S 1/11 0 2 121 3575 W BARSTOW 9 2 1 1 211L 850 2 E S 1/11 3 121 3612 W. SAN JOSE 12 2 1 1/1 R 620 1 I H 6/10 i 2 122 3575 W BARSTOW 9 a 2 1 1/IR 620 1 I S 5/10 3 122 3612 W. SAN JOSE 12 2 1 I/IL 630 1 I S 2/10 2 123 3575 W. BARSTOW 9 E 2 1 1/1L 630 1 I S 1/10 3 123 3612 W. SAN JOSE 12 2 1 2/1R 840 2 E S 4/11 r 2 124 3575 W BARSTOW 9 0 2 1 211R 840 2 E S 4/11 3 124 3612 W. SAN JOSE 12 2 1 2/1R 840 2 E S 4/11 C_,, 2 125 3575 W BARSTOW' 11 2 1 211R 840 2 E S 4/11 3 125 3612 W. SAN JOSE 12 2 1 I/1 L 630 1 I S 2/10 X 2 126 3575 W BARSTOW 11 2 1 1/1L 630 1 I S 1/10 3 126 3612 W. SAN JOSE 12 2 1 1/1R 620 1 I S 6/10 2 127 3575 W. BARSTOW 11 2 1 1/1R 620 1 I S 5/10 3 127 3612 W. SAN JOSE 12 2 1 2/1L 850 2 E S 1/11 2 128 3,575 W. BARSTOW 1 11 2 I 1 2/1L 850 2 E S 1/11 3 101 3602 W. SAN JOSE 3 1 1 2/1R 850 2 E S 3/11 CD 2 129 3575 W. BARSTOW 11 2 1 2/1L 850 2 E S 1/11 3 102 3602 W. SAN JOSE 3 1 1 1/1L 630 1 I S 1/10 N 2 130 3575 W. BARSTOW 11 e 2 1 1/IR 620 1 I S 5/10 2 131 3575 W. BARSTOW 11 2 f 1 111L 630 1 I S 1/10 / I 2 1 132 13575 W. BARSTOW I 11 2 1 211R 840 2 E S 4/11 L,_, DESIGNED UNDER THE DIRECTION OF: NO. REVISIONS BY APP DATE SHEET Rov SS/0N z Planningi Highway VESTING TENTATIVE roe uc �� 0 PARCEL A B & C CHANGED TO LOT 1 2 & 3 SEP 11 1 0Ld 4471 Part Ch ca o a E E 9 9 Y �- tiF Fti � Surveying do Mapping Suite 100 sP� `% 14 N Land Development Engineering REFLECTIONS CONDOMINIUMS MICHAEL E. MILANI DATE v v A o Concord CA 94520 R.C.E. No. 35121 REGISTRATION EXPIRES 9-30-07 — z 0 o Municipal Engineering - & Associates W No.35121 Phone: (925) 674-9082 DESIGN: K.A. JOB NO: 260024 EXP. os/3o/o7 j Construction Staking MILANI UNIT MIX �� Cli� ��Pco Construction Management Fax: (925) 674-9279 q�. � o 16 9 DRAWN: J.V.B DATE: SEPTEMBER 2006 �'OF CA1.�F0 j FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. SCALE: N/A OF SHEETS REFLEC TIONS UNI T MIX TA BL E REFLECT/ONS UNI T A41X TABLE LOCATJIOtlV Ti'P� DISTAL# M1� LOCA 770N TYPE DISTAL# LOT GN7'# ,4D1Dll # m0fie I�LOOIR GNT TYPE UVTAA�i4 [SID/rVTE�I►OV (3TAADAM ) (b1ETAL#/tel#) LOT UVT# �4D BrG[D1M�# STOFES FiL.0�0iq UVT TYPE UVT.4f�A �`3 SWAMM (STAADAM ) [b1ETAL#/tel#I 3 103 3602 W. SAN JOSE 3 1 1 211L 850 2 E S 1/11 1 218 5350 N. BRAWLEY 18 2 2 2/2R 957 2 I S 9/11 3 104 3602 W. SAN JOSE 3 1 1 1/1R 630 1 1 S 4/10 1 219 5350 N. BRAWLEY 18 2 2 2/2L 957 2 E S 7/11 3 105 3602 W. SAN JOSE 3 1 1 2/2L 957 2 1 S 6/11 1 220 5350 N. BRAWLEY 17 2 2 2/IL 850 2 E S 2/11 3 106 3602 W. SAN JOSE 3 ! 1 1 2/2R 957 2 1 S 8/11 1 221 5350 N. BRAWLEY 17 2 2 1/1R 620 1 I S 7/10 3 107 3602 W SAN JOSE 3 1 1 2/2L 957 2 1 S 6/11 1 222 5350 N. BRAWLEY 17 2 2 1/1L 630 1 I S 3/10 3 108 3602 W SAN JOS 3 1 1 2/2R 957 2 E S 8/11 1 223 5350 N. BRAWLEY 17 2 2 2/1R 840 2 E S 5/11 3 109 3602 W SAN JOSE 8 2 1 211R 840 2 E S 4/11 1 224 5350 N. BRAWLEY 17 2 2 211R 840 2 E S 5/11 3 110 3602 W. SAN JOSE 8 2 1 1/IL 630 1 1 S 1/10 1 225 5350 N. BRAWLEY 17 2 2 1/1L 630 1 I S 3/10 3 111 3602 W. SAN JOSE 8 2 1 1/IR 620 1 1 S 5/10 1 226 5350 N. BRAWLEY 17 2 2 1/1R 620 1 I S 7/10 3 112 3602 W. SAN JOS 8 2 1 2/IL 850 2 E S 1/11 1 227 5350 N. BRAWLEY 17 2 2 2/IL 850 2 E S 2/11 3 113 3602 W. SAN JOSE 8 2 1 2/1L 850 2 E S 1/11 1 209 3715 W. BARSTOW 5 2 2 2/2L 957 2 E S 7/11 3 114 3602 W. SAN JOSE 8 2 1 1/IR 620 1 1 S 5/10 1 210 3715 W. BARSTOW 5 2 2 2/2R 957 2 I S 9/11 3 115 3602 W SAN JOSE 8 2 1 1/1L 630 1 1 S 1/10 1 211 3715 W. BARSTOW 5 2 2 2/2L 957 2 I S 7/11 3 116 3602 W. SAN JOSE 8 2 1 2/1R 840 2 E S 4/11 1 212 3715 W. BARSTOW 5 2 2 2/2R 957 2 E S 9/11 3 117 3602 W SAN JOSE 9 2 1 2/1R 840 2 E S 4/11 1 213 3715 W. BARSTOW 14 2 2 211R 840 2 E S 5/11 3 118 3602 W SAN JOSE 9 2 1 1/1L 630 1 1 S 1/10 1 214 3715 W. BARSTOW 14 2 2 1/1L 630 1 I S 3/10 3 119 3602 W SAN JOSE 9 2 1 111R 620 1 1 S 5/10 1 215 3715 W. BARSTOW 14 2 2 111R 620 1 I S 7/10 3 120 3602 W. SAN JOSE 9 2 1 211L 850 2 E S 1/11 1 216 3715 W. BARSTOW 14 2 2 211L 850 2 E S 2/11 3 121 3602 W. SAN JOSE 9 2 1 211L 850 2 E S 1/11 1 217 3715 W. BARSTOW 14 2 2 211L 850 2 E S 2/11 3 122 3602 W SAN JOSE 9 2 1 1/1R 620 1 1 S 5/10 1 218 3715 W. BARSTOW 14 2 2 1/1R 620 1 I S 7/10 3 123 3602 W. SAN JOSE 9 2 1 1/1L 630 1 1 S 1/10 1 219 3715 W. BARSTOW 14 2 2 1/1L 630 1 I S 3/10 3 124 3602 W. SAN JOSE 9 I 2 1 2/IR 840 2 E S 4/11 1 220 3715 W. BARSTOW 14 2 2 2/IR 840 2 E S 5/11 3 125 3602 W. SAN JOSE 11 2 1 211R 840 2 E S 4/11 1 221 3715 W. BARSTOW 13 2 2 211L 850 2 E S 2/11 3 126 3602 W. SAN JOSE 11 2 1 1/IL 630 1 1 S 1/10 1 222 3715 W. BARSTOW 13 2 2 2/2R 957 2 I S 9/11 0 3 127 3602 W. SAN JOSE 11 t 2 1 1/IR 620 1 1 S 5/10 1 223 3715 W. BARSTOW 13 2 2 2/2L 957 2 I S 7/11 3 128 3602 W SAN JOSE11 11 F 2 1 2/1L 850 2 E S 1/11 1 224 3715 W. BARSTOW 13 2 2 2/2R 957 2 I S 9/11 3 129 3602 W. SAN JOSE I 11 2 1 2/1L 850 2 E S 1/11 1 225 3715 W. BARSTOW 13 2 2 1/1R 620 1 I S 7/10 3 130 3602 W. SAN 10S 11 1 2 1 1/1R 620 1 1 S 5/10 1 226 3715 W. BARSTOW 13 2 2 2/1L 850 2 E S 2/11 C 3 131 3602 W. SAN JOSEp 11 2 1 1/IL 630 1 I S 1/10 1 227 3715 W. BARSTOW 13 2 2 2/IR 840 2 E S 5/11 3 132 3602 W. SAN JO SEI 11 2 1 2/1R 840 2 E S 4/11 1 228 3715 W. BARSTOW 13 2 2 1/1L 630 1 I S 3/10 3 133 3602 W. SAN JOSE 10 2 1 2/2R 957 2 E S 8/11 1 229 3715 W. BARSTOW 16 2 2 211L 850 2 E S 2/11 3 134 3602 W SAN JOS 10 a 2 1 2/2L 957 2 1 S 6/11 1 230 3715 W. BARSTOW 16 2 2 1/1R 620 1 I S 7/10 3 135 3602 W. SAN JOS 10 2 1 2/2R 957 2 1 S 8/11 1 231 3715 W. BARSTOW 16 2 2 1/IL 630 1 I S 3/10 3 136 3602 W. SAN JOS 10 2 1 2/2L 957 2 E S 6/11 1 232 3715 W. BARSTOW 16 2 2 211R 840 2 E S 5/11 3 137 3602 W. SAN JOS 2 I 1 2/2L 957 2 E S 6/11 1 233 3715 W. BARSTOW 16 2 2 2/1R 840 2 E S 5/11 3 138 3602 W. SAN JOSE 2 I 1 2/2R 957 2 1 S 8/11 1 234 3715 W. BARSTOW 16 2 2 1/IL 630 1 I S 3/10 3 139 3602 W SAN JOSE 2 f 1 1 2/2L 957 2 1 S 6/11 1 235 3715 W BARSTOW 16 2 2 1/1R 620 1 I S 7/10 3 140 3602 W. SAN JOS 2 1 1 2/2R 957 2 E S 8/11 1 236 3715 W. BARSTOW 16 2 2 2/1L 850 2 E S 2/11 3 101 3560 W. SAN JOSE 4 { 1 1 2/1R 850 2 E S 3/11 1 237 3715 W. BARSTOW 15 2 2 2/2L 957 2 E S 7/11 3 102 3560 W. SAN JOSE 4 1 1 1 1/1L 630 1 1 S 1/10 1 238 3715 W. BARSTOW 15 2 2 2/2R 957 2 I S 9/11 3 103 3560 W SAN JOSE 4 1 1 211L 850 2 E S 1/11 1 239 3715 W BARSTOW 15 2 2 2/2L 957 2 I S 7/11 3 104 3560 W. SAN JOSE 4 1 1 1/1R 630 1 I S 4/10 1 240 3715 W. BARSTOW 15 2 2 2/2R 957 2 E S 9/11 3 105 3560 W. SAN JOSE 4 1 1 2/2R 957 2 I S 8/11 1 209 3625 W. BARSTOW 8 2 2 2/2L 957 2 E S 7/11 3 106 3560 W. SAN JOSE 4 1 1 2/2R 957 2 I S 8/11 1 210 3625 W. BARSTOW 8 2 2 2/2R 957 2 I S 9/11 3 107 3560 W. SAN JOSE 4 1 1 2/2L 957 2 E S 6/11 1 211 3625 W. BARSTOW 8 2 2 2/2L 957 2 I S 7/11 3 108 3560 W. SAN JOSE 5 2 1 2/1L 850 2 E S 1/11 1 212 3625 W. BARSTOW 8 2 2 2/2R 957 2 E S 9/11 3 109 3560 W. SAN JOSE 52 1 1/IR 620 1 E S 5/10 1 213 3625 W. BARSTOW 9 2 2 211R 840 2 E S 5/11 3 110 3560 W. SAN JOS 5 2 1 211R 840 2 E S 4/11 1 214 3625 W. BARSTOW 9 2 2 1/1 L 630 1 I S 3/10 3 111 3560 W. SAN JOSE 5 2 1 1/1 L 630 1 E S 1/10 1 215 3625 W. BARSTOW 9 2 2 111R 620 1 I S 7/10 3 112 3560 W SAN JOSE 6 2 1 2/2R 957 2 E S 8/11 1 216 3625 W. BARSTOW 9 2 2 211L 850 2 E S 2/11 -2 Q 3 113 3560 W SAN JOS d 6 2 1 2/2L 957 2 1 S 6/11 1 217 3625 W. BARSTOW 9 2 2 2/IL 850 2 E S 2/11 3 114 3560 W. SAN JOSE 6 2 1 2/2L 957 2 1 S 6/11 1 218 3625 W. BARSTOW 9 2 2 1/1R 620 1 I S 7/10 r .. 3 115 3560 W. SAN JOSE 6 5 2 1 1/1R 620 1 I S 5/10 1 219 3625 W. BARSTOW 9 2 2 1/IL 630 1 I S 3/10 3 116 3560 W. SAN JOSE; 6 2 I 1 I 2/1L 850 2 E S 1/I1 1 220 3625 W. BARSTOW 9 2 2 2/1R 840 2 E S 5/11 0 C I 3 117 3560 W. SAN JOS 11 6 I 2 1 211R 840 2 E S 4/11 1 221 3625 W. BARSTOW 10 2 2 211L 850 2 E S 2/11 i 3 118 3560 W. SAN JOSE,' 6 2 1 1/1L 630 1 1 S 1/10 1 222 3625 W. BARSTOW 10 2 2 2/2R 957 2 I S 9/11 3 119 3560 W SAN JOSE; 7 2 1 211R 840 2 E S 4/11 1 223 3625 W. BARSTOW 10 2 2 2/2L 957 2 I S 7/11 3 120 3560 W. SAN J05 7 3 2 1 1/1L 630 1 1 S 1/10 1 224 3625 W. BARSTOW 10 2 2 2/2R 957 2 I S 9/11 3 121 3560 W SAN JOSE] 7 2 r 1 1/IR 620 1 1 S 5/10 1 225 3625 W. BARSTOW 10 2 2 1/1R 620 1 I S 7/10 3 122 3560 W. SAN JOS 7 ] 2 1 2/1L 850 2 E S 1/11 1 226 3625 W. BARSTOW 10 2 2 2/1L 850 2 E S 2/11 z 3 123 3560 W. SAN JOSE 7 2 1 211L 850 2 E S 1/11 1 227 3625 W. BARSTOW 10 2 2 211R 840 2 E S 5/11 4 3 124 3560 W. SAN JOSE 7 I 2 1 1/IR 620 1 1 S 5/10 1 228 3625 W. BARSTOW 10 2 2 1/1L 630 1 I S 3/10 0 3 125 3560 W. SAN JOS 7 ] 2 1 1/1L 630 1 1 S 1/10 1 229 3625 W. BARSTOW 11 2 2 2/IR 840 2 E S 5/11 N 3 126 3560 W. SAN JOSE 7 2 1 2/1R 840 2 E S 4/11 1 230 3625 W. BARSTOW 11 2 2 111L 630 1 1 S 3/10 1 216 5350 N. BRA KEY 18 2 2 2/2R 957 2 E S 9/11 1 231 3625 W. BARSTOW 11 2 2 1/IR 620 1 1 S 7/10 Q 1 1 217 15350 N. BRAWLEY 1 18 € 2 2 2/2L 957 2 I S 7/11 1 232 3625 W. BARSTOW 11 2 2 2/1L 850 2 E S 2/11 Ld DESIGNED UNDER THE DIRECTION OF: RpFESS/p NO. REVISIONS BY APP DATE SHEET z VESTING T "q� ZL PARCEL A & C CHANGED TO LOT 1 & 3 SEP 11 1 06Planning 71 Port Chica o Hi hwd � EucE F 40 Surveying & Mapping g Suite 100 �� P�� NFA ��% N 15 Land Development Engineering REFLECTIONS MICHAEL E. MILANI DATE ? o ' � le1SS®C1���S Concord, C161 94520 R.C.E. No. 35121 REGISTRATION EXPIRES 9-30-07 � � No.35121 Z Municipal Engineering Phone: 925 674-9082 DESIGN: K.A. JOB NO: 260024 EXP. 09/30/07 Construction 9/30/07Construction Staking s Fax: c925 674-9279 UNIT MIX cvConstruc ion Management MILANI DRAWN: J.V.B DATE: SEPTEMBER 2006 O � 1 6 io CA , i FRESNO FRESNO COUNTY CALIFORNIA CHECKED: K.A. SCALE: N/A OF SHEETS ,� REFL EC TIONS UNI T kAX TABLE REFLECTIONS UNI T MIX TABLE LOT UWT# ADS # AtAAE S ILO�OIR WT TYPE UR'ARFA LOCAT11OtlV TYPE DISTAL# LOT UU# ADDRESS BULDW# ARA� R-OO�R UU ME UUMEA b�i� AV LOCA 7701V TYPE' DIETAL# [�0MMM (3TAADAfQ ) (DISTAL#/ T#) STURES ev/INT ) (8TAH1I2AAQ ) Gb1ETAL#/ T#) 1 233 3625 W. BARSTDW 11 2 2 211L 850 2 E S 1/11 2 223 3565 W. BARSTOW 7 2 2 211L 850 2 E S 2/11 1 234 3625 W. BARSTDW 11 2 2 111R 620 1 I S 7/10 2 224 3565 W. BARSTOW 7 2 2 111R 620 1 I S 7/10 1 235 3625 W. BARSTOW 11 2 2 1/IL 630 1 I S 3/10 2 225 3565 W. BARSTOW 7 2 2 1/1L 630 1 I S 3/10 1 236 3625 W. BARSTOW 11 2 2 2/IR 840 2 E S 5/11 2 226 3565 W. BARSTOW 7 2 2 2/1R 840 2 E S 5/11 1 237 3625 W BARSTOW 12 2 2 2/2L 957 2 E S 7/11 3 213 3612 W. SAN JOSE 13 2 2 2/2R 957 2 E S 9/11 1 238 3625 W. BARSTOW 12 2 2 2/2R 957 2 I S 9/11 3 214 3612 W. SAN JOSE 13 2 2 2/2L 957 2 I S 7/11 1 239 3625 W. BARSTOW 12 2 2 2/2L 957 2 I S 7/11 3 215 3612 W. SAN JOSE 13 2 2 2/2L 957 2 I S 7/11 1 240 3625 W BARSTOW 12 2 2 1 2/2R 957 2 E S 9/11 3 216 3612 W. SAN JOSE 13 2 2 1/1R 620 1 I S 7/10 2 213 3615 W. BARSTOW 13 2 2 2/2R 957 2 E S 9/11 3 217 3612 W. SAN JOSE 13 2 2 2/1L 850 2 E S 2/11 2 214 3615 W. BARSTOW 13 2 2 2/2L 957 2 I S 7/11 3 218 3612 W. SAN JOSE 13 2 2 211R 840 2 E S 5/11 2 215 3615 W. BARSTOW 13 2 2 2/2L 957 2 I S 7/11 3 219 3612 W. SAN JOSE 13 2 2 1/1L 630 1 I S 3/10 2 216 3615 W. BARSTOW 13 2 2 111R 630 1 I S 7/10 3 220 3612 W. SAN JOSE 12 2 2 211L 850 2 E S 2/11 2 217 3615 W. BARSTOW 13 2 2 211L 850 2 E S 2/11 3 221 3612 W. SAN JOSE 12 2 2 1/1 R 620 1 I S 7/10 2 218 3615 W. BARSTOW 13 2 2 2/1 R 840 2 E S 5/11 3 222 3612 W. SAN JOSE 12 2 2 111L 630 1 I S 3/10 2 219 3615 W. BARSTOW 13 2 2 1/IL 630 1 I S 3/10 3 223 3612 W. SAN JOSE 12 2 2 2/1R 840 2 E S 5/11 2 220 3615 W. BARSTOW 12 2 2 2/1R 840 2 E S 5/11 3 224 3612 W. SAN JOSE 12 2 2 2/1R 840 2 E S 5/11 2 221 3615 W. BARSTOW 12 2 2 1/1L 630 1 I S 3/10 3 225 3612 W. SAN JOSE 12 2 2 1/1L 630 1 I S 3/10 2 222 3615 W. BARSTOW 12 2 2 1/1R 620 1 I S 7/10 3 226 3612 W. SAN JOSE 12 2 2 1/1R 620 1 I S 7/10 2 223 3615 W BARSTOW 12 2 2 211L 850 2 E S 2/11 3 227 3612 W. SAN JOSE 12 2 2 211L 850 2 E S 2/11 2 224 3615 W. BARSTOW 12 2 2 211L 850 2 E S 2/11 3 209 3602 W. SAN JOSE 8 2 2 2/1 R 840 2 E S 5/11 2 225 3615 W BARSTOW 12 2 2 1/IR 620 1 I S 7/10 3 210 3602 W. SAN JOSE 8 2 2 1/1L 630 1 I S 3/10 2 226 3615 W. BARSTOW 12 2 2 1/1L 630 1 I S 3/10 3 211 3602 W. SAN JOSE 8 2 2 1/1R 620 1 I S 7/10 2 227 3615 W. BARSTOW 12 I 2 2 211R 840 2 E S 5/11 3 212 3602 W. SAN JOSE 8 2 2 2/1L 850 2 E S 2/11 e 2 209 3575 W. BARSTOW 8 1 2 2 211R 840 2 E S 5/11 3 213 3602 W. SAN JOSE 8 2 2 211L 850 2 E S 2/11 2 210 3575 W BARSTOW 8 2 2 1/1L 630 1 I S 3/10 3 214 3602 W. SAN JOSE 8 2 2 1/1R 620 1 I S 7/10 2 211 3575 W BARSTOW 8 2 2 1/1R 620 1 I S 7/10 3 215 3602 W. SAN JOSE 8 2 2 1/1L 630 1 I S 3/10 2 212 3575 W. BARSTOW 8 2 2 2/1L 850 2 E S 2/11 3 216 3602 W. SAN JOSE 8 2 2 2/1R 840 2 E S 5/11 2 213 3575 W BARSTOW 8 2 2 211L 850 2 E S 2/11 3 217 3602 W. SAN JOSE 9 2 2 211R 840 2 E S 5/11 2 214 3575 W. BARSTOW 8 a 2 2 111R 620 1 I S 7/10 3 218 3602 W. SAN JOSE 9 2 2 111L 630 1 I S 3/10 2 215 3575 W BARSTOW 8 € 2 2 111L 630 1 I S 3/10 3 219 3602 W. SAN JOSE 9 2 2 111R 620 1 I S 7/10 2 216 3575 W, BARSTOW 8 2 2 211R 840 2 E S 5/11 3 220 3602 W. SAN JOSE 9 2 2 211L 850 2 E S 2/11 2 217 3575 W BARSTOW 9 2 2 211R 840 2 E S 5/11 3 221 3602 W. SAN JOSE 9 2 2 211L 850 2 E S 2/11 2 218 3575 W BARSTOW 9 2 2 1/1L 630 1 I S 3/10 3 222 3602 W. SAN JOSE 9 2 2 1/1R 620 1 I S 7/10 2 219 3575 W. BARSTOW 9 2 2 1/1R 620 1 I S 7/10 3 223 3602 W. SAN JOSE 9 2 2 1/1L 630 1 I S 3/10 2 220 3575 W. BARSTOW 9 f 2 2 21 1 L 850 2 E S 2/11 3 224 3602 W. SAN JOSE 9 2 2 211R 840 2 E S 5/11 2 221 3575 W. BARSTOW 9 2 2 2/1L 850 2 E S 2/11 3 225 3602 W. SAN JOSE 11 2 2 2/1R 840 2 E S 5/11 2 222 3575 W BARSTOW 9 2 2 1/IR 620 1 I S 7/10 3 226 3602 W. SAN JOSE 11 2 2 1/IL 630 1 I S 3/10 2 223 3575 W. BARSTDW 9 2 2 1/1L 630 1 I S 3/10 3 227 3602 W. SAN JOSE 11 2 2 1/1R 620 1 I S 7/10 2 224 3575 W. BARSTOW 9 2 2 2/1 R 840 2 E S 5/11 3 228 3602 W. SAN JOSE 11 2 2 211L 850 2 E S 2/11 2 225 3575 W BARSTOW 11 1 2 2 211R 840 2 E S 5/11 3 229 3602 W. SAN JOSE 11 2 2 211L 850 2 E S 2/11 2 226 3575 W BARSTOW 11 1 2 2 1/1L 630 1 I S 3/10 3 230 3602 W. SAN JOSE 11 2 2 1/1R 620 1 I S 7/10 2 227 3575 W. BARSTOW 11 2 2 111R 620 1 I S 7/10 3 231 3602 W. SAN JOSE 11 2 2 111L 630 1 I S 3/10 2 228 3575 W. BARSTOW 11 2 2 211L 850 2 E S 2/11 3 232 3602 W. SAN JOSE 11 2 2 211R 840 2 E S 5/11 2 229 3575 W. BARSTOW I 11 2 2 211L 850 2 E S 2/11 3 233 3602 W. SAN JOSE 10 2 2 2/2R 957 2 E S 9/11 2 230 3575 W. BARSTOW 11 2 2 1/IR 620 1 I S 7/10 3 234 3602 W. SAN JOSE 10 2 2 2/2L 957 2 I S 7/11 2 231 3575 W BARSTOW 11 2 2 1/IL 630 1 I S 3/10 3 235 3602 W. SAN JOSE 10 2 2 2/2R 957 2 I S 9/11 2 232 3575 W. BARSTOW 11 2 2 2/1R 840 2 E S 5/11 3 236 3602 W. SAN JOSE 10 2 2 2/2L 957 2 E S 7/11 2 233 3575 W. BARSTOW 10 2 2 2/2L 957 2 E S 7/11 3 208 3560 W. SAN JOSE 5 2 2 211L 850 2 E S 2/11 2 234 3575 W. BARSTOW 10 2 2 2/2R 957 2 I S 9/11 3 209 3560 W. SAN JOSE 5 2 2 111R 620 1 E S 7110 2 235 3575 W. BARSTOW 10 2 2 2/2L 957 2 I S 7/11 3 210 3560 W. SAN JOSE 5 2 2 211R 840 2 E S 5/11 2 236 3575 W. BARSTOW 14 2 2 2/2R 957 2 E S 9/11 Q 3 211 3560 W. SAN JOS 5 2 2 1/1L 630 1 E S 3/10 00 2 208 3565 W BARSTOW 5 i 2 2 2/1L 850 2 E S 2/11 3 212 3560 W. SAN JOSE 6 2 2 2/2R 957 2 E S 9/11 2 209 3565 W. BARSTOW 5 2 2 1/1R 630 1 E S 7/10 3 213 3560 W. SAN JOSE 6 2 2 2/2L 957 2 I S 7/11 2 210 3565 W. BARSTOW 5 2 2 2/1R 840 2 E S 5/11 3 214 3560 W. SAN JOSE 6 2 2 2/2L 957 2 I S 7/11 2 211 3565 W. BARSTOW 5 w 2 2 1/1L 630 1 E S 3/10 I 3 215 3560 W SAN JOSE 6 2 2 1/1R 620 1 I S 7/10 2 212 3565 W BARSTOW I 6 2 2 2/2R 957 2 E S 9/11 3 216 3560 W. SAN JOSE 6 2 2 2/1L 850 2 E S 2/11 2 213 3565 W. BARSTOW 6 2 2 2/2L 957 2 1 S 7/11 3 217 3560 W. SAN JOSE 6 2 2 211R 840 2 E S 5/11 2 214 3565 W. BARSTOW 6 2 2 2/2L 957 2 I S 7/11 3 218 3560 W SAN JOSE 6 2 2 1/1L 630 1 I S 3/10 = 2 215 3565 W. BARSTOW 6 2 I 2 1/1R 620 1 I S 7/10 3 219 3560 W. SAN JOS 7 2 2 2/1R 840 2 E S 5/11 X 2 216 3565 W. BARSTOW 6 e 2 2 1 11 2 L 850 2 E S 2 / / 3 220 3560 W. SAN JOSE 7 2 2 111L 630 1 I S 3/10 z 2 217 3565 W. BARSTOW E 6 2 2 2/IR 840 2 E S 5/11 3 221 3560 W. SAN JOSE 7 2 2 1/1R 620 1 I S 7/10 2 218 3565 W. BARSTOW! 6 2 2 1 1 1 L 630 1 I S 3 0 � I / / 3 222 3560 W. SAN JOS 7 2 2 211L 850 2 E S 2/11 2 219 3565 W. BARSTOW 7 2 2 2/IR 840 2 E S 5/11 3 223 3560 W. SAN JOSE 7 2 2 211L 850 2 E S 2/11 k N 2 220 3565 W BARSTOW 1 7 2 2 1/1L 630 1 I S 3/10 3 224 3560 W. SAN JOSE 7 2 2 1/1R 620 1 I S 7/10 2 221 3565 W. BARSTOW 7 2 2 1/1R 620 1 I S 7/10 3 225 3560 W. SAN JOSE 7 2 2 1/1L 630 1 I S 3/10 Q 2 222 3565 W. BARSTOW a 7 2 2 2/1L 850 2 E S 2/11 3 1 226 13560 W. SAN JOSE 7 2 2 2/1R 840 2 E S 5/11 w DESIGNED UNDER THE DIRECTION OF: QRpFESS/pN NO. REVISIONS BY APP DATE SHEET z Planning 4071 Port Chica o Hi hwa VESTINGTENTATIVEa �� , w MAP � D PARCEL A B � C CHANGED TO LOT 1 2 � 3 SEP 11 1 06 � Surveying & Mapping g Suite 100 �, EucEti MICHAEL E. MILANI S < Z N Land •Development Engineering Concord, CA 94520 REFLECTIONS _ _ DATEmO R.C.E. No. 35121 REGISTRATION EXPIRE — • S93007 Municipal Engineering - & Associates phone: 925 674-9082 � � No.35121 Z � QO Construction Staking • ( — DESIGN: K.A. JOB NO: 260024 EXP. 09/30/07 Construction Management M I LA.N&. i I Fax. (925) 674 9279 �9 c/�i� ��gDRAWN. J.V.B DATE: SEPTEMBER 2006 TF O`� 16 0 FRESNO FRESNO COUNTY CALIFORNIA °F ca � CHECKED: K.A. SCALE: OF SHEETS ,�