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0 <br />0 <br />SEE SHEET 1 <br />00 <br />?,.�8 S0. IN N 7,595 <br />INCLUDING I I LOT 24 I &N L D E <br />BRICK BLDG ��� 0 <br />12 <br />o � <br />68 0' 89°36'13 W 70.G7' - - N in in <br />z <br />n <br />31 g m LOT 32 I LOT 100 LOT 101 LOT 102 LOT 103 061 10 <br />ARCEL 2 i M <br />1 8.4 PARCEL <br />3 .5' G TE 9 t7! N <br />6�1LAE <br />N 7" <br />PIP E P P 21.00' 21.00' 21.00' 21.00' <br />RISER DRIVEWAY 4 48686E ® D IV WAYS <br />�;i <br />(1S6�C �-W W 1 ) -E �-F.WAT C <br />T76. F� 7777Z77_= ��ffE 27777)77 DRAIN 1 8.44 FS 128.86 FS (129.2 )FS <br />-- 128.50 <br />I 0 <br />8°3 <br />-- E�G-fEf'�d(/ER- UI�BF�,4� <br />� Qo _127 <br />FOUND BRASS � 0 00 0 - 129.00 -_�1-67-��' ) (16 .69'R3) � <br />CAP IN WELL PER LOT 105 LOT 106 LO 01 T 109 <br />CAP IN WELL PER Q0 Qo N 9 1 C <br />1 T� �p 1 C 27. 77712 r, <br />CSA TB 10/48 22 3459E �P Rg X�AS ) (=�� C-�f�= G ( CSA TB 11 127 1 128 7 ' FE <br />8.00 �n (129 TC <br />(126.28)F NO (126. 0)FS -- 02)FS (127.19)FS 1 47515H (27.3 (128. 0 F (129 32 FL <br />Eu - - - <br />W.Z. COOK'S ADDITION <br />TO SANTA ANA <br />MM 1 /34, ORANGE COUNTY <br />MR 12/51 • L.A. COUNTY <br />SEE SHEET 1 <br />w N p <br />I LOT 17\ <br />° -- -- <br />w G5.G4' <br />N Jb/n�;a�pAPbu <br />_ W z LOT 25 <br />I I1A <br />I <br />I R/W RCEL 3 <br />65.60' <br />(I 26.53)C <br />(126.0 ) L <br />SEARCHE FUK UI' <br />I <br />NI <br />I a o F <br />�I <br />LOT181 <br />IN <br />LOT 19 <br />M <br />0 <br />Z <br />N89°36'13"W <br />0 0 <br />- - <br />68.01' - 68.00'rl <br />e e <br />I <br />LO <br />26 1J <br />L i LOT 27 <br />I <br />^m <br />I re <br />M <br />0 R <br />��G <br />68.01"E AF FT ' 68.00' <br />567.46' <br />R/W <br />06 <br />N p <br />1� LOT 20 <br />IN <br />o w <br />Z N89°36'13"W 63.98' ° t <br />- M <br />N <br />• 0 <br />old z <br />LOT 28 <br />RIVEWAY <br />I <br />_ 126.65) -C 126.77)TC W T �12 <br />(. 6�}fiC �121a�U) Fes-2 Cam) F ( fR- <br />3* <br />E4' T-ER- 1 zt <br />(I 26.07 FL <br />e 126.50 <br />- THIRD STREET <br />(126 43)TC <br />(125 95) F <br />P <br />22 34641E <br />20' <br />(126.23) C <br />( 25,70)1 L <br />W I <br />W ` <br />L I <br />0 <br />J <br />N <br />W <br />- <br />LL <br />0 <br />0 <br />N-) <br />Q <br />0 <br />r� <br />w <br />0 <br />4Az <br />a <br />PP <br />22499#8E <br />O <br />•� <br />w <br />dLID <br />BRO <br />N <br />C RB <br />II <br />I <br />o <br />J <br />1 <br />Q <br />'T <br />N <br />20' <br />EX. C. <br />125.75 <br />125.17 <br />FOUND BRASS <br />CAP IN WELL PER <br />CSA TB 10/43 <br />N <br />• <br />LOT A L � ° NLOT 21 1 <br />o <br />63.97' <br />• D LAR <br />B )NO <br />LOT 29 <br />I <br />L CE <br />� '"dITH HEDGE <br />63.97' <br />DER CAN PY\ LRO2IT <br />i 68.00 <br />I <br />936'13•W _ - - <br />12� 50 <br />N89°36'13"W 799.16' (799.12' R <br />_RIW- - <br />�P <br />N I _I <br />R <br />R POLE N89 36'13•W 130.W <br />1 <br />6.98' 30. 0' 29. 0' 5.36' 36.14' 3 .00' 3 .00' 34.77' 43.50' 1 2 T 34.2Z' 30. 0' �4.0 i 62.33' 3.99'40.34' / <br />- - - 21.00' 25.50' <br />5o C 7 oAIL: EL 5A o I - - <br />00 <br />/ 21.00' 2 0' 21.00 <br />1 Z6 ' <br />� AlA L-, <br />PA o 0 0 o I I o 0 0 o I o o -- - PARCEL o a <br />P� <br />Lu <br />v "' I T fn I I Im I Iw I ACAN T I I I I_ _t <br />129.00 <br />gl_ I _ lolo I Flo Flo oIN I o I w I o I Iw <br />LOT 4 5 <br />z o Z o Z o Z Z o L T ALT AVIN c a^ <br />'V N 10 w <br />�r I RI NDER <br />LOT 33 LOT 34 LOT 351 LOT 36 T 37 LOT 38 LOT 3 LOT 40 �D LC 1T 1 o LOT 4 W LOT 4�3 I M 44 N z LOT 46 <br />I I I I I I I I� o N to I <br />IZ IN I z Iz <br />o OR UGATED METAL <br />�� z FL�0 PED BUILDINGS <br />�/i � 18,615 SQ FT <br />36.91' -30.00' 29.50' 35.33' N89°3G13" 2G.28' 30.003000' N89°361 43.0' 34.22' 34.01' <br />- TE- - .o33.99' 0.0-0' N89°3- -39.58' <br />- _ 1 <br />64.5767.17' 65.14' 84.73' 67.6 V 3G.04' - - <br />Z N89°3G' 13"W GZ.33' u1h G <br />N <br />1 to 0 o W <br />MI i L� T 2 I LOT 53 m ° <br />� � � �Im LOT 1 � 9' O 5 M w <br />r I t t I I I I N <br />I 54 <br />c0 <br />LOT LOT 49 LOT 50 - -8LOIT 48 '04767-.17' - -67.17' 67.16' M <br />- <br />.73' N89°36'13"W - - - - - <br />I I 1 0 0 0 1 a <br />w TORAGE <br />N8 <br />„W • I e I • I 1 - <br />G5 .14' <br />- <br />I <br />I N89°3G' 13"W N 9° - - - - - - - 8 3G' 13"W -86. 6' 1 <br />0 <br />G 7.17' <br />in <br />o •I- b <br />LOT 61 <br />O T o <br />c I OT 59 N <br />N N O <br />L T 8 1° L T �' o g OT 5 I O LLOT z N I ° -- Tool o 0 137, 26 LOT o <br />LOT 5 5 M LOI 5 6 Co I LOT 5 7 IN 1 N LOT 5 8 I o - I - -- -- ? sq. .164 <br />ao N d I° 00 G 7.17' G 7.17' a(x <br />N IN I ^� 1 84.73 - _ - - <br />e e e <br />0 <br />° � O I Ip I O I I I� 01 I <br />.48' <br />- -SG.7G _ ® IN <br />G4, n � <br />° 7.17' N89°3G' 3"W G5.14' L LOT 69 LOT 7 0 </ /-Z I <br />° 1LOT 6 71 Q <br />0 <br />p I IN IN \I c MPREs oR <br />LOT 63 <br />Iru <br />^LCIT 64 10 o <br />IIry o <br />Mo MLOT 66 DiRTtCR LOT 65 <br />mm z cZI 1D <br />° <br />_ I o <br />o 31.18 31.15' <br />r^. 62.33' _ N89°36'13"W 84.73' I - �67.16' _ _ _ _ 67.19' _ 66.27' <br />- 36.4+ - - N89°36' 13�W L^ 33:9 I N89°36' 13"W - 22.52' - 34.84' 3 .0 30.00' 38.60' <br />30.00' 35.99' 34.23' Lp 20.73' 34.7G' 3 0 30.00' 36.14' <br />I I � 1 30.00' I UNDER I <br />CANOPY o <br />N <br />72 .s <br />II <br />I <br />5" 6 8. <br />w <br />et NI I ^ I Irui\ I M I 1 I I W D w Ln <br />�.OTi T7 01 �OT 72 MI LOT 7 M LOT D I N LOT 74 I I LOT W T 76 ACA T T 77 L '�'�8 LOB' 7 ^ SOT 80 LOT 81 OT LOT 83 I L T 84 <br />Z <br />SAND o z of LAND � M ' L. N P RCE <br />Rw z I z o �\ I� o a o o PARCEL 5A N � Ln z <br />I P10 <br />l � I O \ I :v. IV LLl N z <br />I LA Z <br />LOT E '0IZ I I I I I I I y90 <br />61s ^I I I I RA f P <br />I <br />0 0 1 0 o "/ o 0 0 'o _ - OMS o 0 0 <br />,I BUILD G ARCEL <br />=ILEL72s 34ATE RW 62.33' . PARCEk� 76, <br />4.8G' 0.00' 37.80'36.3 ' 30 00' .9036'11 • .436.14..99 <br />(126.06)T (126.16) C - (1 6.63)TC 26.97)TC <br />ii <br />P (127.39)TC T <br />-E C-F 15 3 - ( 0�-}FL 1 �{r3 2 G,J. W,4T -�,2 3)2 G-) F <br />�F.50 <br />1 00 <br />SECOND STREET N89°36'11"W 627.57' (627.62' R1) <br />N° <br />w w <br />0 0 <br />w w w <br />0 0 L <br />O <br />O <br />N <br />NI - <br />A--, <br />o� <br />N <br />� 11 <br />0 0 <br />Z Z <br />0 0 <br />Z Z z <br />zl <br />Y <br />18' 20, <br />� <br />o <br />CO M <br />� CO <br />^ ^ M <br />10 <br />w <br />j <br />10 <br />`" LOTA 12 LOT 113 <br />77 <br />I� I <br />LL LOT 110 <br />RECORD F SURVEY 95-103� <br />m M <br />LOT 1 14 1 <br />� <br />R 42 1 <br />LJ 1 / <br />� <br />Co I <br />O <br />w <br />N A I 1 P <br />00 <br />00 <br />N <br />VIIIIIIIIIIIIIIIIII <br />!� <br />FOUND BRASS <br />N CAP IN WELL <br />N CSA TB 8/198 <br />I c� cn <br />o � <br />N N <br />,I <br />\ I <br />SURVEYED SITE <br />21. 0' 10.50' <br />ui TIN.3� 7. 0' Z3.G8' 6 10A <br />78 78 I 1 - - <br />w ' 71 .50' 25.50' \ <br />�33 �,�° .fL 0.429 PARCEL 9 <br />W � �yyy acres � <br />M <br />N N00 AO <br />BUILDING AT <br />�D �s <br />LOT 117 PROPERTY LINE <br />Q O <br />Qz ^� 0 2's LOT 1 <br />o�Z_ - �- <br />< -h <br />���� <br />o LOT 115 <br />z <br />< _(_D <br />1 m CO O <br />U) <br />w m o� <br />CD 0 AC j <br />z u I TE <br />z <br />EP <br />0 <br />R t-CL <br />DRIVEWAY <br />R/W <br />CD <br />CD <br />A �I <br />N co <br />N N <br />(127.52)TS <br />O <br />Cxj� <br />NN <br />JCL <br />-EXr-61, V442-9 R FOUND BRASS 4 <br />CAP IN WELL PER <br />CSA TB 11 /92 I w <br />w <br />LOT NO. S.F. LOT NO. S.F. LOT NO. S.F. LOT NO. S.F. LOT NO. S.F. LOT NO. S.F. LOT NO. S.F. <br />1 <br />2106± <br />21 <br />1791 ± <br />41 2190 ± <br />61 <br />1881 ± <br />81 <br />2316 ± <br />101 1296 ± <br />A <br />4520 ± <br />2 <br />2170± <br />22 <br />1904 ± <br />42 1920 ± <br />62 <br />1876 ± <br />82 <br />1995 ± <br />102 1296 ± <br />B <br />2784 ± <br />3 <br />2159 ± <br />23 <br />1904 ± <br />43 2177 ± <br />63 <br />2421 ± <br />83 <br />1996 ± <br />103 1297 ± <br />C <br />4361 ± <br />4 <br />2027 ± <br />24 <br />1983 ± <br />44 2192 ± <br />64 <br />2353 ± <br />84 <br />2541 ± <br />104 1575 ± <br />D <br />4372 ± <br />5 <br />2165 ± <br />25 <br />1904 ± <br />45 1935 ± <br />65 <br />2278 ± <br />85 <br />1266 ± <br />105 1297 ± <br />E <br />2853 ± <br />G <br />2280 ± <br />26 <br />2308 ± <br />46 2577 ± <br />GG <br />3258 ± <br />86 <br />1264 ± <br />106 1297 ± <br />F <br />7611 ± <br />7 <br />2257 ± <br />27 <br />2388 ± <br />47 3184 ± <br />67 <br />3987 ± <br />87 <br />1262 ± <br />107 1297 ± <br />G <br />7433 ± <br />8 <br />2351 ± <br />28 <br />2245 ± <br />48 3315 ± <br />68 <br />3159 ± <br />88 <br />1260 ± <br />108 1297 ± <br />9 <br />1834 ± <br />29 <br />2244 ± <br />49 3215 ± <br />69 <br />3159 ± <br />89 <br />1527 ± <br />109 1575 ± <br />10 <br />1904 ± <br />30 <br />2384 ± <br />50 4284 ± <br />70 <br />3128 ± <br />90 <br />1297 ± <br />110 1559 ± <br />11 <br />1904 ± <br />31 <br />2383 ± <br />51 3225 ± <br />71 <br />2355 ± <br />91 <br />1297 ± <br />ill 1300 ± <br />12 <br />1792 ± <br />32 <br />2468 ± <br />52 2367 ± <br />72 <br />1942 ± <br />92 <br />1297 ± <br />112 1 171 ± <br />13 <br />1791 ± <br />33 <br />2364 ± <br />53 2355 ± <br />73 <br />2202 ± <br />93 <br />1296 ± <br />113 1261 ± <br />14 <br />1904 ± <br />34 <br />1920 ± <br />54 2536 ± <br />74 <br />2199 ± <br />94 <br />1574 ± <br />114 1642 ± <br />15 <br />1904 ± <br />35 <br />1888 ± <br />55 1806 ± <br />75 <br />1941 ± <br />95 <br />1297 ± <br />115 1467 ± <br />16 <br />1993 ± <br />36 <br />2263 ± <br />56 1881 ± <br />76 <br />2215 ± <br />96 <br />1297 ± <br />1 1 G 1467 ± <br />17 <br />1838 ± <br />37 <br />2313 ± <br />57 1824 ± <br />77 <br />2312 ± <br />97 <br />1297 ± <br />117 1475 ± <br />18 <br />1904 ± <br />38 <br />1920 ± <br />58 2429 ± <br />78 <br />1996 ± <br />98 <br />1297 ± <br />19 <br />1904 ± <br />39 <br />1920 ± <br />59 2373 ± <br />79 <br />1996 ± <br />99 <br />1574 ± <br />20 <br />1792 ± <br />40 <br />2225 ± <br />GO 1885 ± <br />80 <br />2401 ± <br />100 <br />1296 ± <br />BENCHMARK: <br />BASIS OF BEARINGS: <br />OWNER/DEVELOPER: <br />NO. <br />REVISIONS <br />APP'D. <br />DATE <br />Plans prepared by: <br />QROFESS/O� <br />A M <br />TENTATIVE PARCEL MAP NO. <br />18032 <br />DRAWN: <br />R.W.G. <br />DESIGN: <br />R.W.G. <br />ORANGE COUNTY SURVEYOR'S BENCHMARK SA-247-70 <br />THE BASIS OF BEARINGS FOR THIS PROJECT IS <br />G I L B E RT ENGINEERING <br />��� ,`` % 0, ` <br />ELEVATION= 122.488 (NAVD88) LEVELED YEAR:20 10 <br />"ALUMINUM DISK STAMPED "SA-247-70",SET IN THE TOP OFA4IN. BY4 <br />IN. CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHEAST <br />CORNER OF THE INTERSECTION OF THE INTERSECTION OF HALLADAY <br />STREET AND FIRST STREET, 19 FT. EASTERLY OF THE CENTERLINE OF <br />HALLADAY STREET AND 106Fr. SOUTHERLY OFTHE CENTERLINE OF <br />FIRST STREET. <br />NORTH01°04'4G"FAST <br />ALONG THE CENTERLINE OF STANDARD <br />AVENUE AS SHOWN ON PARCEL MAP NO. <br />93-120, PMB 283/28. <br />TOWS TRUCK CENTER <br />909 GRAND AVENUE <br />SANTA ANA, CA 92 701 <br />(888) 455-2849 <br />& ASSOCIATES, INC. <br />■ 2 MERRIWEATHER PLACE <br />LADERA RANCH, CA 92694 <br />■ ■ PH. )949) 218-8075 <br />www.gilbert-engineering.com <br />�� ti <br />, NO. C-05325 z <br />xp. 06/30/ "' <br />'qr 1 <br />F OF CALF° <br />905 <br />E 2ND ST., <br />TOWS TRUCK CENTER <br />910,927,928,1000 E 3RD ST., <br />SANTA ANA, CA 92701 <br />10081026E <br />, <br />4TH ST. <br />CHECKED: R.W.G. <br />SCALE: 1" = 20' <br />JOB NO.: 395.000 <br />SHEET 2 OF 2 <br />