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<br /> UTILITY NOTES
<br /> 1. UNDERGROUND UTILITIES SHOWN ARE BASED ON GPRS, INC LOCATOIN SERVICES.
<br /> 0 2. CONTRACTORS AND OTHER PERFORMING WORK SHALL VERIFY THE EXACT LOCATION
<br /> AND DEPTH OF ALL UNDERGROUND UTILITIES WITHIN CONSTRUCTION AREA.
<br /> E 3. SPRINKLER HEADS AND IRRIGATION LATERAL LINES ARE NOT SHOWN HEREON.
<br /> _ E 4. ADDITIONAL UNDETECTED UTILITIES MAY EXIST WITHIN THE LIMIT OF THIS SURVEY.
<br /> X 80.88 5. CALL UNDERGROUND SERVICE ALERT (USA) 48 HOURS PRIOR TO ANY UNDERGROUND WORK. H A P P E L L
<br /> E AC
<br /> S Laoao[v]oo�0 ��C�O��� COPYRIGHT NOTE SURVEYING INC
<br /> 41.18 TC COPYRIGHT©CHAPPELL SURVEYING, INC ALL RIGHTS RESERVED. NO PART OF THIS DRAWING
<br /> " 40.73 AC X 40.81 X 41.10 X 41.61 2214 MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED, 147 N 1st Avenue
<br /> ° Feet AC AC AC Ac AC AC 38.69 PROCESSED OR TRANSMITTED N OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE OAKDALE,CA,95361
<br /> 7 FD 5/8" REBAR -2.7FT FROM TOP OF AC BIRM PRIOR WRITTEN PERMISSION OF CHAPPELL SURVEYING, INC. COPIES OF THIS DRAWING WITHOUT PHONE:(209)845 9694
<br /> AN ORIGINAL SIGNATURE AND STAMP ARE NOT VALID. WWW.CSI-OAKDALE.COM
<br /> 0 40.36 X 40.43
<br /> SET MS�AC 50 AC X 440.52 X 440.74 X AC X 41.35 X 41.1 X 41.02 X 40.90 X 40.85 X 40.78 X 40.73 X 40.68 X 40.64
<br /> •3 X 41.39 C SDMH AC Ac AC AC AC AC AC AC AC TREE NOTE
<br /> 0 G b( RIM:40.29 £ O
<br /> � 41.08 TC lJ
<br /> 40.56 Ac x 40.30 x 40.54 4) 40.85 TREE TYPES AND SIZE ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL TYPE OF TREE,
<br /> 0 - x ao.,s x 40.84 41 AC-\
<br /> o AG AC Ac x 41.00 x 41.0 x 41.08 2 TREE SHAPE, AND GROVE CONFIGURATION MAY VARY FROM ACTUAL FIELD CONDITIONS. NO
<br /> _c Ac x 41. x a,.o, x 80.98 x 41.02 x 40.78 x 40.83
<br /> V) 30.01 rc 80.10 Tc AC AC AC AC AC AC j AG AC WARRANTIES ARE IMPLIED WITH REGARD TO TREE INFORMATION.
<br /> ,w 3 40.57 TC 41.27 TC 40.8 41.04 SET MS
<br /> U v 40.79 TC 39.92 39.80 LIP
<br /> 40.39 AC A w 39.79 LIP 40.08 AC w 4/0.84 AC`WV 41 02 6' CL FENCE END F ND 3/41REBAR
<br /> 39.91 TC W W 40.97 AC 41.34 TAC ER 25 S 96 41.58 TAC 4 41.49 TAC
<br /> 39.43 FL ' �� x Ac 140.O�J' X 40.99 40.95 AC 41.11 AC O 41.05 AC
<br /> 'U x40 xAC 93 39.64 LIP G 40.96AC 41.07 4097 • TOPOGRAPHIC SURVEY NOTES
<br /> ° 39.93 TC 41.18 G X41.44 C C 41 40.88 X 40.93
<br /> 39.45 FL TC 41.23 TG TG AG 40 TOP 1. ALL DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.
<br /> ON ,'4- 39.62 LIP X 41.03 40.81 AC 41.52 TC 41. 0 TC X 38.78
<br /> N G 41.07 WS 41.48 TC 41.30 TC n,0.96 40. 5 G 41.32 X 38.91 FL
<br /> T a /'�11+. 39.77 Tc �NG 81.12 Ac 40.98 AC 40.87 40.32 Ac FL 40 2. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SURFACE ITEMS
<br /> ° 1 39.29 FL 41.10 c c 81.01 x 7s 40.67 VISIBLE AS OF THE DATE OF THIS SURVEY. SUBSURFACE OBJECTS NOT SHOWN MAY
<br /> 39.41 LIP G X 40.54
<br /> ° 80.78 r x •SIG OP OP x400.6 INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL
<br /> � X 39.89 40.18 VG X 40.88 41.11 TC 41.16 X 39.
<br /> E ` AC 40.12 VG G 40.61 AC S c FL TOP PILES, UTILITY VAULTS, PIPING, UNDERGROUND TANKS, AND ANY OTHER SUBSURFACE
<br /> ° 40. 6 X 4n� x 41 01SD 41.23 SD '-'41 M SD"^R' S 40.76 T x 38.82 X 39.09 STRUCTURES NOT REVEALED BY A SURFACE INSPECTION OR PER SITE IMPROVEMENT
<br /> = SD WS WS WS WS 40.50 G FL 40.30 FL PLANS.
<br /> Q 6' CL FEN E WS 41.23 TC
<br /> >, CATCH BASIN 41'24 C I 40.39 AC x X 40.33
<br /> Ln 0 39. 3 RIM:40.12 40.7 AC
<br /> Lo C ;<WS �'J X 40 70 LIGHT (.07' IN) TOP 3. DIMENSIONAL TIES TO IMPROVEMENTS ARE 90' TO THE PROPERTY LINES UNLESS NOTED
<br /> X 41.04 X 41.26 X 41.13 X 41.02 55 WS CATCH BASIN OTHERWISE
<br /> O Y x_40.39 AC AC AC AC I RIM:40.17 Q
<br /> 40.82 TC 12" D PED NO LIGHT Z
<br /> 39. 1 40.27 VG 41.06 v, INV FILLED coNc 4. THE FIELD DATA FOR THIS SURVEY WAS COLLECTED USING A TRIMBLE TOTAL STATION.
<br /> C 40.17 FL 12" SEWER LID b O
<br /> 40.27 VG 41.27 X 40.91 WS 75 I W 40.45 440.49 FL
<br /> X 41.12 x 41.33 WS>< x 4 AC 40.83 12" PE NO LIGHT Q
<br /> CD X40.94 Ws Ws G 40.22 Z REFERENCED TITLE REPORT BASIS OF BEARINGS LL
<br /> O Q ;<40.77
<br /> AC I
<br /> 40.73
<br /> ws v WSJ: 40.35 V THE BEARING NORTH 88'53' BEING THE SOUTH LINE OF SECTION 34 AS AS SHOWN ON THE
<br /> v, THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN THE BELOW REFERENCED
<br /> ° 40.28 vc F I 41.08 Tc PRELIMINARY TITLE REPORT. NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN RECORD OF SURVEY MAP FIELD FOR RECORD ON RECORDING DATE APRIL 4, 1974 IN BOOK 25
<br /> .78 40.22 FL I 40.65 FL SAID PRELIMINARY REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF SURVEYS AT PAGE 96 IN THE OFFICE OF THE RECORDER FOR THE COUNTY OF SAN
<br /> o Tc4o 70 80.32 vc / X 40 85 W OF THE PROPERTY. JOAQUIN, STATE OF CALIFORNIA 00
<br /> L FENCE -41. X 41.14 WS W
<br /> Q •o ` Xao 8z x a1 n 81.86 41AC X ^ws AG III TITLE COMPANY: STEWART TITLE COMPANY > 0
<br /> N 40.94 Tc Ac AC x 41.30 w 5901 PEACHTREE DUNWOODY ROAD NE
<br /> •- 40.36 VG WS 41.42 X4,.29 G x4'. 2 i 41.19 T SUITE 8-540 SITE BENCHMARK
<br /> U 40.26 FL O AC BC G X 41.52 X 41.53 AC 40.97 TC 40.72 ATLANTA, GA 30328
<br /> 40.34 VG AC AP 40.40 VG
<br /> AC AP
<br /> 80.10 41.°0_ 40.34 FL 800 551 3046 ELEVATION: 40.00 FEET
<br /> z ° TC WS \; 40.45 VG
<br /> O_ a,.ss x81.28 v DATUM: TAKEN FROM ASBUILT UTILITY PLANS PROVIDED BY THE CITY OF MANTECA rn
<br /> cb
<br /> RAC AP G X 41.66 �, x 41.27 - ORDER N0: 1900009240 DESCRIPTION: TOP OF 3/4" REBAR v J
<br /> AC 41.27 TITLE REPORT DATE: JULY 26, 2019 AT 7:30 A.M. 0
<br /> •3 40.97 TC '�WS 99 x AC Ac AP W 40 80 LOCATION: SOUTHWEST PROPERTY CORNER AS SHOWN ON THIS MAP N
<br /> Ac TITLE VESTED IN: RAYMUS TRUST DATED DECEMBER 28, 1973
<br /> z 40.42 VG 41.02 TC i
<br /> 40.30 FL 40.44 VGui
<br /> 00 0 40.40 vG 41 WSJ 40.37 FL ASSESSOR'S PARCEL NO.: 208-260-08 7
<br /> U` 3 X 41.60 AC AP 40.50 VG Z
<br /> z AC ApX41.63 � XAC34 IW Ll HT (7 ' IN)
<br /> PARKING COUNT J �
<br /> 40.53
<br /> � E TC AP _
<br /> X 81.88 4°.67 55 REGULAR SPACES
<br /> X o 41.08 411..01 X AC X AC G X 41.37 x 41.26 12" PED N LIGHT
<br /> W -0
<br /> 6' CL FENCE G H WS � 41.62 F ,I
<br /> C17 /'� I 00
<br /> cr� / X 41.44 C _ W Z
<br /> 80.82 AG 41.08 TCi N TITLE ITEM 4 -�
<br /> 40.50 vc 10' EXCLUSIVE STORM
<br /> o TC AP N 440.43 FL
<br /> 0.57 VGI DRAIN EASEMENT , L
<br /> O 41.12 Tc I 3774 OR 38 -� w
<br /> 040.54 VG
<br /> 40.46 FL X 41.77 X G1.70 X G1.61 x 41.53 X 41.31 ILL
<br /> (D
<br /> 40.52 VG x WS41
<br /> X 41.54 AC AP 41.72 WS I O 4-ICV J O
<br /> a / AC AP AC o 41.32 PF
<br /> I '�T '
<br /> / O 41 77 i }
<br /> -0 �_L z
<br /> W0 41.08 TCI //�' O
<br /> QoL�oL Jo°o�O �CSLJ W 40.50 FIL IW 0 l / /
<br /> W 0 41.69 40.65 VGI O
<br /> � O 41.22 TC G ti
<br /> ° 40.62 VG
<br /> 40.56 FL 41 79 I z ■
<br /> X 41.44
<br /> Uj
<br /> � ° N 40.65 VG X 41 30 X 41.52 ACX x 41.36 Z
<br /> W 0 40.81 N G G X 41.59
<br /> O> coC Ws XAC6AP AG Ws IW 81.89 SYMBOLS LEGEND LINE TYPE ■
<br /> G S z >-
<br /> J � X 4,.58 8,.27 TC I
<br /> a AG 40.71 FG APN ASSESSOR'S PARCEL NUMBER BOUNDARY LINES
<br /> O 40.73 vc r ACCESSIBLE RAMP AC ASPHALTIC CONCRETE
<br /> L 41.29 TC w .
<br /> 440.73 VG0.66 FL 41.88 `z1 ,. Iw y� II BFP BACK FLOW PREVENTOR
<br /> 3 40.86 40.74 VG X WS38 X 4AC64 xAC 77 X 41.64 x x1.71 AG is x 81.82 O _ ® AREA LIGHT BOL BOLLARD CENTERLINE Q
<br /> G G Ws I BACK FLOW PREVENTOR
<br /> X 41.60 )a< 1.69
<br /> BOW BACK OF WALK -- - - - - - -- - -- - - w
<br /> Tc AC L HH BRK BRICK EASEMENT
<br /> 42.03 - C CONCRETE r
<br /> U I 41.56 ) BENCHMARK
<br /> CI CURB INLET PROPERTY LINE �
<br /> cn _ WATER® 41.41 41.32'TC
<br /> CMW CONCRETE MASONRY WALL co
<br /> - 3 O Ws-x 40.72" � EB ELECTRICAL BOX CRN CROWN OF PAVEMENT STREET RIGHT-OF-WAY
<br /> DI DRAINAGE INLET SUBJECT PROPERTY BOUNDARY
<br /> ac G AP 41.80 Tc 4,71 sco 4079IFG �� -�- -- (op FIRE HYDRANT DEC DECORATIVE U
<br /> 40.89 VG 41.68 ■
<br /> � � 40.78 FL
<br /> 4o.so vc AC I • DLITE DAYLIGHT POINT OF GRADE
<br /> 41.33 X 41.59 X 41.88 X 41.58 X 41.55 41.95
<br /> - AC AC x 41.84 41.48 DS DOWN SPOUT z
<br /> U WS G G AC 41. TC 1J •
<br /> 4082 Vc, 1 EXISTING UTILITY LINES
<br /> FIRE DEPT. CONNECTION DW DRIVEWAY
<br /> CL
<br /> L40.64 40.E FL _.• DOC. DOCUMENT NUMBER G G G ILL
<br /> / 0
<br /> � N 40.94 41.78 . EP EDGE OF ASPHALT PAVEMENT
<br /> �, � ' GM GAS METER EB ELECTRICAL BOX GAS LINE �
<br /> 0 41.78 WS/VG - FDC FIRE DEPARTMENT CONNECTION E E E v
<br /> 4,.31 ® UNDERGROUND ELECTRICAL
<br /> Q °- 40.83 AC 4,.Ws� I , _� GAS VALVE FF FINISHED FLOOR ELEVATION
<br /> U a TC 41.51 TC X 41.75 X 41.60 x X 41.46 x 41.47 TC I FL FLOW LINE
<br /> / 4,.02 VG G G AG 40.87 vd GUY WIRE ANCHOR FNC FENCE-HEIGHT & TYPE NOTED
<br /> OH
<br /> O� U OVERHEAD UTILITY LINE(S)
<br /> 40.90 FL 40.80 FL W
<br /> N 'v 41.01 VG X 41.36 X 41.56 X 41.73 I GB GRADE BREAK
<br /> Ac Ac GM GAS METER SE 10" VCP SS
<br /> FIC IRRIGATION CONTROL BOX
<br /> � Q 80.88 41.55 rc Ws N a1I. o ( NOTE.• 6" PIPE ENTERS FROM EAST PROPERTY GUY GUY WIRE ANCHOR SEWER LINE
<br /> N TC 40.94 FL 41.38 " -6 RIM:40.92
<br /> 81.04 VG 3 1 C� I CATCH BASIN GV GAS VALVE SD 42" RCP SD
<br /> 4,.04 VG 41.71 WS ® MONITORING WELL HBIB HOSE BIB
<br /> i C INV(12)N-S:37.12 STORM LINE
<br /> 41.43 41.57 TC AC_\ X 41.43 �; INV(6")E:38.25 HCR ACCESSIBLE RAMP
<br /> NO LIGHT 41.14 VG X 41.60 X 41.44 AG 4,L1 � O HV VLT HIGH VOLTAGE UTILITY VAULT TEL TEL TEL
<br /> T 41.03 FIL 41.38 x a,.a7 X 41.64 G G 41.56 TC I°x.12 PARKING METER
<br /> 0 41.6, P HYD FIRE HYDRANT TELECOMMUNICATIONS LINE
<br /> U - _. yG TRUE POINT OF BEGINNING
<br /> o a1. WS AC Ac sco 40°°F� I I ICV IRRIGATION CONTROL VALVE w w w
<br /> 41.86 TC 41.04 LIP O STORM DRAIN MANHOLE INV FLOW LINE INVERT WATER LINE
<br /> 40.99 41.43 AC
<br /> Q) TC AP S 1I JUP JOINT UTILITY POLE
<br /> 41.65 C
<br /> 2S 5 41'WS 41.08 v{c 41 9 co SEWER CLEANOUT LIP LIP OF GUTTER MISCELLANEOUS LINES
<br /> 41.82 1, 41.17 V LOW LOW POINT OF GRADE
<br /> 42.07 FIBER GLASS PIPE IN GROUND X 41.49 � r C
<br /> E - 2215 6' CL FENCE 41.81_j r X 41.50 AC 41.61 TC MH MANHOLE X X
<br /> � E 41.00 c 41.79 Tc 41.80 TC AG E E O
<br /> SEWER MANHOLE NG NATURAL GROUND FENCE LINE - HEIGHT NOTED
<br /> a,.zs Ac 41.28 AC S 41.84 TC O.R. OFFICIAL RECORDS, SANTA CLARA CO.
<br /> 0 - --------- - ------ - --- --- - -- - - - FD /4" REBAR NG S 41.52 41.36 AC P.T.R. PER TITLE REPORT
<br /> i SITE BENCH MARK 41.00 Tc E GN 41 WM WATER METER RF HT ROOF HEIGHT
<br /> 0 41.26 80.83 cE 81.88 Tc 40.36 NG CURB AND GUTTER
<br /> 0 FOUND 3/4" REBAR S 40.s1 40.23 40.12 4.14 AC 39..s7 c SCO SANITARY SEWER CLEAN OUT
<br /> 41.03 41_56 41.50_X 40.67 C 20.0 C 40.23 TC SDMH STORM DRAINAGE MANHOLE
<br /> 0 G PER 25 S 96 WM SIGN TEL TE G TEL 20• O 39.75 C ® WATER VALVE
<br /> • SLITE STREET LIGHT
<br /> +' + 40.98 TC LO 40.87 41.45 TC Q�
<br /> 40.95 FL 4116 8,.47 TC WV 80.82 Ac N88"53 0" 40 5140.00 TC 39.95 �IX� 39.73 c c SSMH SANITARY SEWER MANHOLE STRIPING
<br /> 0 40.92 C 40.81 4 .32J 40. C 40. 40. 9 C c u PCE 39.77 � STREET SIGN SQ. FT. SQUARE FEET 75
<br /> ? 40.78 FL CA �1 40.77 C C 6"T C 0.1 •7"T 39.60 CATV
<br /> SL POLE 0 SL SL S SC L SL S x TELE SW SIDEWALK CONTOUR LINE - MAJOR INTERVAL
<br /> co ' JOINT UTILITY POLE T 22" TREE W/ 22" DIAMETER TRUNK
<br /> 40.85 DW 6 40.73 TC 40.62 DW 40.22 TC 40.00 23 DW 39 8 DW 39 49 TC zp.,� 39.55 D 39.61 TC 39.81 TC TC TOP OF CURB AT FACE 1 4
<br /> 40.73 FL 40.25 FL 40.16 FL 40.13 FL 39.87 FL 39.16 FL 39.36 FL SSMH
<br /> 4°.77 LIP 41.10 E RIM: 40.04 TFW TOP OF WALL AT FACE CONTOUR LINE - MINOR INTERVAL
<br /> 0 40.35 LIP 40.23 LIP 40.18 LIP 39.97 LIP 39 45 LIP 39. 39.26 LIP 39.46 LIP N
<br /> � ° T CUT X INV 6" U:36.6s o
<br /> (� SS SS SS SS SS SS SS SS SS SS SS SS S SS 'SS SS S$, SS SS SS SS STREET LIGHT VG VALLEY GUTTER
<br /> O o \` d WM WATER METER :in
<br /> sSMH
<br /> 41.04
<br /> 0 61 FL X 41.14 X 40.95 X 40. 0 X 40.76 X 40.38 X 40.12 X 39.90 39 74 J L7 3ATCH BASIN x 39.91 SLB STREET LIGHT BOX WRW WOOD RETAINING WALL CONCRETE
<br /> 0- RIM:41.45 AC AC ACD: AC AC C AC AC AC WV WATER VALVE
<br /> 39.13 GRATE
<br /> •a� FL 6" THRU:36.00 39.15 LIP w w W w -
<br /> m INV iz": 35.15 STORM DRAIN INLET
<br /> 0 4128 YOSEMITE AVENUE 3 b 3
<br /> / SET MS 40.47 x 100.00 SURVEY POINT W/
<br /> 0 _ S MS AC DESCRIPTION AND GRADE
<br /> 0 a AC 100.00-
<br /> SD
<br /> 00.00"SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S Z
<br /> � SDMH 3 O SURVEY CONTROL POINT
<br /> U SDMH
<br /> RIM:41.91 RIM:40.02 •
<br /> SURVEY MONUMENTS FOUND 0
<br /> Q) INV 12" THRU:32.41 INV 12"N:34.72' L7 N m N
<br /> INv 12" THRU:33.12' d O O SURVEY MONUMENTS SET N v
<br /> 00 0 rn
<br /> Y ° G G G G G G G G G G G G G G G G G G G
<br /> > a 3 ( • ) TREE WITH DRIPLINE o o
<br /> W u 3 G .J co c°i a� m Q o
<br /> o cam- G G G o cn i i Q
<br /> Drawing:
<br /> Q w w w w w w w w w w w w w w 2019122 ALTA
<br /> / 3 c
<br /> 1 OF 2
<br /> EQ)
<br /> NOT TO SCALE
<br /> � F
<br /> FOR REFERENCE ONLY
<br /> 0E-
<br /> ISSUE DATE DESCRIPTION ENGINEERS SEAL
<br /> O � � 8/10/2020 1ST SUBMITTAL GM Kimley* HornCITY OF MANTECA � CITY OF MANTECA
<br /> APPROVED BY:
<br /> 0
<br /> DRAWN BY 765 THE CITY DRIVE, SUITE 200 EXISTING
<br /> YOU DIG YOU DIG
<br /> DIAL TWO (WORKING ORANGE, CA 92868
<br /> BEFORE DAYS BEFORE JP
<br /> 1 (714)939-1030 EEXP ENGINEER DATE CR><N F�SSRS
<br /> CHECKED BY RCE PREPARED R THE DIRECT SUPERVISION OF: Cl ■ 1
<br /> TOLL FREE 1-800-227-2600 TH
<br /> 1311 E YOSEMITE AVE., CONDITIONS
<br /> A PUBLIC SERVICE BY DATE: Bl qI202.D MANTECA, CA 95336
<br /> UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PO L CK, R.C.E. NO. 86160 EXP. 12/31/20
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