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�- X HIK
<br />PREPARED BY: OWNER/SUB DIVIDER: UTILrFY SERVICES:
<br />JACK LEE, RCE40870 LITTLE SAIGON LLC., WATER
<br />CALIANDENGINEERING, INC DAVID DUONG
<br />-CITY OF SANTAANA
<br />SEWER
<br />5]6 E. LAMBERT ROAD, 1139GLENNEWRO.,
<br />-CITYOFFANTAANA
<br />GAS
<br />BREA, CA92821 WESTCOBESS CA 91A1 ELECTRICAL-
<br />f4)671-1050
<br />-SOUTHEFANALIFORNIAGAB CO.
<br />SOUTHERN CALIFORNIA ED18ON CO.
<br />CAVIL025595
<br />FAX: (]td)6]1-tOSO CAVILLC®GMAILCOM TELEPHONE
<br />FAXTEL:(7
<br />SCHOOL
<br />-VERIZON
<br />-SANTA ANA UNIFIED SCHOOL DIBTISICi
<br />FIRE
<br />LEGAL DESCRIPTION: SHERIFF
<br />- CITY OF SANTA ANA FIRE DEPA7ENT
<br />-CITYOFSANTAANAPOLICE
<br />LOT 1 AND LOT 2 OF TRACT NO. 447, IN THE CITY OF SANTA ANA, COONTTyy �OF
<br />ORANGE,STATEOF CALIFORNIA, AS SHOWN ON A MAP THEREOF
<br />RECC,DEi?�I IN
<br />BOOK 17, PAGES 12 OF MISCELLANEOUS MAPS, IN THE OFFICE OF COUNT
<br />RECORDED OF SAID COUNTY
<br />II
<br />P Tc e
<br />'S
<br />APN: 198-251-25 & 26
<br />li
<br />e.as�
<br />STREET SIGN-
<br />BENCHMARK:
<br />41
<br />1
<br />�`
<br />COUNTY OF ORANGE BENCHMARK NO. 1L-70-82
<br />DESCRIBED BY OCS 2001 - FOUND 3 3\4° OCS ALUMINUM
<br />U3',
<br />(77.59
<br />BENCHMARK DISK STAMPED "iL-70-82", SET IN THE TOP OF A
<br />CONCRETE BRIDGE ABUTMENT. MONUMENT IS LOCATED IN THE
<br />NORTHEAST CORNER OF THE INTERSECTION OF FIFTH STREET AND
<br />n
<br />THE SANTA ANA RIVER CROSSING, 34 FT. NORTHERLY OF THE
<br />20'
<br />18
<br />CENTERLINE OF FIFTH STREET, AND AT THE NORTH END OF THE
<br />3
<br />NORTHEAST BRIDGE ABUTMENT. MONUMENT IS SET LEVEL WITH THE
<br />m — m -
<br />BRIDGE SURFACE.
<br />M —
<br />rrM M — m -
<br />M— M-
<br />ELEVATION: 95.523'
<br />m
<br />PROJECT SUMMARY:
<br />ZONE: SP2 (NORTH HARBOR SPECIFIC PLAN)
<br />[�
<br />EXISTING LOT: VACANT
<br />CONSTRUCTION TYPE: TYPE
<br />\ram
<br />"J
<br />fi
<br />l`
<br />OCCUPANCY: R-2/U
<br />N0. OF PROPOSED UNIT: 8 UNITS
<br />SEWERAGE DISPOSAL BY GRAVITY SEWER PIPES TO STREET MAIN.
<br />I�
<br />LOT AREA: 19,70 SOFT. (0.452 AC)
<br />a
<br />UNIT 1 2,157 S.F.
<br />UNIT 2: 2,002 S.F.
<br />\
<br />]
<br />H(n.
<br />UNIT 3 2,062 S.F.
<br />UNIT 4 2,018 S F.
<br />UNIT 5 1,998 S.F.
<br />II 3
<br />STREET SIGN
<br />UNIT 6. 2,02 6S.F.
<br />UNIT 7: 1,S.F.
<br />�.89)
<br />UNIT 8: 1,674 74 S.F.
<br />\
<br />PARKING:
<br />s —
<br />2 PER DWELUNG UNITS (16 SPACES) 4 2 GUEST SPACES
<br />�i
<br />CONSTRUCTION NOTES:
<br />to
<br />Ot EXISTING WALL TO REMAIN
<br />0 EXISTING WATER METER TO REMAIN
<br />pp
<br />Y
<br />7g -
<br />03 EXISTING DRIVEWAY APPROACH TO BE REMOVED
<br />4O EXISTING STREET SIGN TO BE RELOCATED
<br />Ti
<br />a
<br />O EXISTING BILLBOARD TO BE REMOVED
<br />'854ii
<br />60 EXISTING FENCETOBEREMOVED
<br />�Q
<br />O] CONSTRUCT NEWSIDEWALK,CURB. AND GUTTER, PER CITY STD I UM AND STD
<br />1101
<br />y
<br />8Q CONSTRUCT NEW BUILDING, PER ARCHITECTURAL PLAIN
<br />90 CONSTRUCT NEW DRIVEWAY APPROACH, PER CITY STD 1112
<br />1® CONSTRUCT NEW CONCRETE DRIVEWAY 4" P.C.C. WITH WIRE MESH OF 6X611OX10
<br />,gn.a7N
<br />11 CONSTRUCT NEW 5'H BLOCK WALL, PER ARCHITECTURAL PLAN
<br />Iii
<br />ft(ns]
<br />1© INSTALLSUMP PUMPS
<br />V
<br />1© INSTALLCIPIPE]e.10)
<br />1® INSTALL PVC PIPE
<br />1® INSTALLBOTTOMLESSOO CRETECATCHBASIN
<br />\
<br />INSTALL CONCRETE CATCH BASIN
<br />1© INSTALLPARKWAYDRAIN,PERCITYSTD318
<br />I
<br />19
<br />1® INSTALL INTERLOCKING PAVERS PER ARCHITECTURAL PLAN
<br />/
<br />INSTALL NEW WATER METER, PER WATER COMPANY
<br />\1
<br />® CONSTRUCT CURB RAMP TYPE 2, R25, PER CITY STD 1122
<br />F•�
<br />® REMOVE EXISTING STREET LIGHT
<br />r
<br />® PLANT NEW TREES ALONG PROJECT FRONTAGE
<br />LL ® INSTAFULLY ROOFED TRASH ENCLOSURE, PER ARCHITECTURAL PLAN
<br />® INSTALL NEW 6' PRIVATE SEWER LATERAL
<br />TENTATIVE TRACT MAP NO. 18131 [T
<br />IN THE CITY OF SANTA ANA, COUNTY OF ORANGE
<br />STATE OF CALIFORNIA
<br />FOR CONDOMINIUM PURPOSES, RESIDENTIAL EX. ONE STOREY
<br />RESIDENTIAL HOUSE
<br />I'.. IF EX. ONE STOREY RESIDENTIAL HOUFSp •(tl (PM #7/29) 6l
<br />�'F.52) 5'H CBW H CBW H CBW
<br />� i N 69'35'00' E. 80.00 11 / 1 N 89'3500 E G.
<br />1 �9
<br />J�.ae�
<br />UNIT 108
<br />/ UNIT 2®
<br />F.F. 81.00'
<br />F.F.
<br />79.59'
<br />PAD=80.33'
<br />PAD=78.92'
<br />6)
<br />5)
<br />GARAGI
<br />7=7S
<br />F.F=79.55'
<br />PAD=78.3S
<br />w
<br />GARAGE® GARAGE©
<br />F.F.==79.59' 1]e. ) (19," F.=79.59
<br />PAD=78.92' o PAD=78.92"
<br />J ;
<br />/
<br />s� s
<br />4 9]
<br />Iz95e) < a 4a ° eA
<br />44
<br />a ,xA4 � 4
<br />WA
<br />WAGARAGE
<br />�
<br />GARAGE I
<br />UNIT 5
<br />UNIT .-©-,
<br />l\,2A'y'GQeF
<br />R201
<br />1z ,A"a" 'a/(> N.�3 'ao'F�. aoo'
<br />u (� dg ,.
<br />® INSTALL NEW STIR ET LIGHT, PER CITY STD, x' `, 46 W" *W{ 6
<br />CONNECTTO THE EXISTINGSCELIGHTINGSYSTEM _ fie_) a,ys1 7 b 478 sa) SIQEWA 7
<br />® CONSTRUCT NEW SIDEWALK,PARKWAY,CURB, AND GUTTER, PER CITY STD 11M AND STD 1101 T------- nss)
<br />Tc ]e.T4 3 7
<br />® CONSTRUCT BIORETENTION WITH UNDERDRAINS 3 n.54) 77q)
<br />77M)
<br />R/W E E'LY gI].61) £ TC ]5.56
<br />R/W 60• R/W 1 FIj78.13) �L(n.e2)
<br />4STREET
<br />LT S SSS S S SC O Nzo) rcW A F-IWW W W W W W W V
<br />E%ISBNG J ROPOSED
<br />SIDEWALK N JACKSONOEWN-K nY Q)a. B'(PUBLIC STP. 8' to
<br />CURB & GUTTER N.T.S. CURB & CUTTER
<br />s'Lv 2 R/W I FIFTH
<br />R/W B4, R/W _L_ �_____ ____
<br />32' ID'
<br />LEGEND ABBREVIATIONS
<br />(462.1)..... ..EXISTING ELEVATION CBW......... CONC. BLOCK WALL GM_.._.._ GAS METER
<br />52000.......PROPOSED ELEVATION MH ....MANHOLE
<br />C&G ... CURBANDGUITER
<br />' (466}....EXISTING CONTOUR DIA ... DRIVEWAY APRON SMH .... SEWER MANHOLE
<br />PROPOSED
<br />.......DRAINAGE PATTERN DWY ..DRIVEWAY 5!W .....SIDEWALK
<br />SO ..... STORM DRAIN
<br />E%ISRNC 1 SIDEWALK = .....EXISTING STRUCTURE EP............ EXISTIN POLE TBR........ TO BE REMOVED
<br />SIDEWALK J W STH STREET .....PROPOSED STRUCTURE EX............EXISTING TC WE........_ TOP OFCURBFEN ELEVATION
<br />PUBLIC STREET PROP. B' FH.... ........ FIRE HYDRANT WF..... ..... WOODEN FENCE
<br />EX 8' ( N.T.S. ) CURB &GUTTER .....PROPOSED LANDSCAPE AREA FL............ FLOW LINE ELEVATION WV.......... WATER VALVE
<br />CURB & GUTTER
<br />IMAGEn
<br />F.F=79.3
<br />VICINITY MAP
<br />NOT TO SCALE
<br />�0
<br />111 NETT )
<br />I = 0 R.
<br />POUR IN PLACE
<br />OR EQUIVALENT
<br />0.75'
<br />12"
<br />3" 3"
<br />1"
<br />05'
<br />ROCKCRUSHEDOR
<br />RIC FILTER
<br />FABRIC MATERIALS
<br />18"
<br />/gc CATTSCH BASIN DETAIL (TYPICAL)
<br />V N
<br />I o
<br />UNDERGROUND ALL EXISTING AND PROPOSED AERIAL UTLITIES,
<br />m ALONG THE PROJECT FRONTAGE
<br />1 DRIVEWAY ENTRANCE GATE IS NOT BEING PROPOSED FOR THIS PROJECT
<br />�V THIS PROJECT WILL REQUIRE FILING, PROCESS, AND RECORDING A CCBRS
<br />1 FOR THE MAINTENANCE AND THE COST SHARING RESPONSIBILITY OF THE
<br />79; j FUURECOMMON UTILITY FACILITIES SERVING THIS SITE, INCLUDING BUT
<br />1 F NOT LIMITED TO PRIVATE WATER, FIRE, AND SEWER SYSTEMS
<br />�w SURRYSEAL PAVEMENT TREATMENT LIMITS TO BE DETERMINED DURING
<br />Zp STREET IMPROVEMENT PLAN REVIEW
<br />THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
<br />THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANFAANA
<br />.� REGION ORDER NO. R8-2(IOMON DISCHARGE REQUIREMENTS (MS4 PERMIT)
<br />V
<br />'A 4 12.5' 4' R(]a24)G39) OISS t S 5 a4,7) S 5
<br />R TINE W W 12W c.I. W W
<br />CALLAND ENGINEERING, INC,
<br />576 E. LAMBERT ROAD, BREA, CA 92821
<br />TEL: (714) 671-1050 FAX: (714) 671-1090
<br />®IIIII�IIIII�
<br />PROJECT LOCATION:
<br />3417-3425 W 5TH STREET
<br />3-092 SANTA ANA, CA 92703 �_ 1
<br />t' = 10' — k.;EET 17. �l
<br />Tx 1. Nap
<br />
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