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<br /> NOTES: TRACT NO. 3813
<br /> 1. ALL LOT CORNERS: SET 3/4" I.D. X 30" LONG IRON SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> PIPE TAGGED L.S. 8159 UNLESS OTHERWISE NOTED.
<br /> 2. WITNESS CORNERS: FRONT LOT CORNERS, SET 3/4" I.D. X 30" I.P. ROSE GATE, UNIT NO. 2
<br /> TAGGED L.S. 8159 ON LOT LINE AT 0.5-FOOT DISTANCE FROM LOT
<br /> CORNER. REAR CORNERS: SET 3/4" I.D. x 30" I.P. TAGGED L.S. BEING ALL OF THE "SURVEYED DESIGNATED REMAINDER" AS
<br /> 8159 ON LOT LINE AT OFFSET INDICATED. SHOWN IN ROSE GATE UNIT NO. 1 , AS FILED IN BOOK q ;a OF
<br /> 3. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A MAPS & PLATS AT PAGE 11 , SAN JOAQUIN COUNTY RECORDS,
<br /> L OD1 �j\1 r S, UINI r 1\10, 4 SCALE: 1„ = 150, WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER. SITUATED IN A PORTION OF THE SOUTHWEST QUARTER OF
<br /> 33-M&P-32 4. REFER TO CITY OF LODI TENTATIVE MAP NO. 13-S-01. SECTION 3, TOWNSHIP 3 NORTH, RANGE 6 EAST,
<br /> 5. PROJECT CONTAINS 138 RESIDENTIAL LOTS ON 27.11 ACRES GROSS MOUNT D IAB LO BASE AND MERIDIAN,
<br /> 6. REQUIREMENTS OF THE LODI MUNICIPAL CODE FOR THE DEDICATION CITY OF LODI, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> OF RIGHTS-OF-WAY, EASEMENTS, ABANDONMENT OF UNDERGROUND MAY, 2014 SCALE: 1 "=150'
<br /> TANKS AND WELLS, PAYMENT OF FEES AND INSTALLATION OF
<br /> 106 OFF-SITE STREET IMPROVEMENTS AND UTILITIES HAVE NOT BEEN MCR ENGINEERING, INC.
<br /> MET AT THIS TIME AND MUST BE MET PRIOR TO DEVELOPMENT OR
<br /> ISSUANCE OF A BUILDING PERMIT OR WHEN REQUESTED BY THE 1242 DUPONT COURT
<br /> ,
<br /> 07 CITY ON LOTS "A", "B" AND "C" OF ROSE GATE, UNIT NO. 1. MANTECA, CA 95336
<br /> ``'_77 7. THE P.U.E. DEDICATION TO THE CITY, OWNERS OF PUBLIC UTILITIES,
<br /> ENGINEERING TEL : ( 209 ) 239 - 6229
<br /> SSo FAX : 209 239 - 8839
<br /> --- 1 ��� AND OWNERS OF CABLE TV FRANCHISES THE RIGHT TO ACCESS, ( )
<br /> 2 CONSTRUCT, MAINTAIN, INSPECT, REPAIR, REPLACE, REMOVE, AND
<br /> I - ' c, OPERATE THEIR FACILITIES IN THE P.U.E.'S NO BUILDINGS OR
<br /> 40STRUCTURES SHALL BE CONSTRUCTED NOR SHALL ANYTHING BE BASIS OF BEARINGS:
<br /> Sj PLANTED WITHIN THE EASEMENT WHICH WOULD INTERFERE WITH THE THE BEARING OF NORTH 89012'20" EAST BETWEEN FOUND MONUMENTS
<br /> '97� �4� : USE OR OPERATION OF PUBLIC UTILITIES IN THE EASEMENT. BEING THE SOUTH SECTION LINE OF SECTION 3, ALSO BEING THE CENTERLINE
<br /> ellOF LODI AVENUE AS SHOWN IN ROSE GATE, UNIT NO. 1, AS FILED IN BOOK
<br /> Z �'9J 8. ALL REFERENCES TO SAN JOAQUIN COUNTY RECORDS AND BOOK
<br /> ' RDS ALL
<br /> OR VOLUME PRECEDES PAGE OF MAPS & PLATS, AT PAGE f'1 , SAN JOAQUIN COUNTY RECO
<br /> n DISTANCES ARE GROUND LEVEL DISTANCES AND ARE BASED ON THE
<br /> 10 CALIFORNIA COORDINATE SYSTEM 83, ZONE 3 (1991.35).
<br /> w
<br /> e
<br /> 226 '11
<br /> REFERENCES:
<br /> 10(
<br /> "rill 219 117 (A) M&P J
<br /> CR
<br /> 227
<br /> 99 1
<br /> 16 (B) 37-RS-50, S.J.C.R.
<br /> - ----- 2 6
<br /> ' 221 22
<br /> a20Among-
<br /> 21
<br /> �Q\r
<br /> 98 LU
<br /> - -
<br /> r �.- 0
<br /> 229ll, 121
<br /> �o16o
<br /> z -- - - 21 21 1 • �
<br /> 9 2 20 2 LEGEND.
<br /> 230 �� P/
<br /> o a o-- 11 �� "
<br /> �� • FOUND 3/4 I.P. TAGGED LS 8159 PER (A),
<br /> o 205 201 `� 37 v�/ UNLESS OTHEWISE NOTED.
<br /> ELMONT DRIVE = I` i" 12 �L� UU O D 3/4" REBAR WITH CAP STAMPED
<br /> Q _ � o------ - � 206 2 � '�
<br /> � F � � � FOUND
<br /> o "RCE 19638" IN MONUMENT WELL, PER (A),
<br /> cv v X12 21 X10 2 12� �.� UNLESS OTHERWISE NOTED.
<br /> 4,
<br /> �pI.D. X30" LONG
<br /> IRON207 0 SET3/4'o 2 PIPE TAGGED L.S. 8159.
<br /> �� -33 - - - "
<br /> w
<br /> -` . • � � o� SET 3/4 I.D. X 30 LONG IRON PIPE IN
<br /> K191 X929 X96 1 X96 126 \
<br /> C �v1� IN MONUMENT WELL TAGGED L.S. 8159.
<br /> S31°04'03"W � �
<br /> - '_.__ 68.65'(M)(A) 1 > W.C. WITNESS CORNER
<br /> -
<br /> e0ELEBRATION RI _ 127 ` SFN SEARCH FOUND NOTHING
<br /> /a N24°50'04"E
<br /> .-. --- — ----- — - --- -- --- - - --- •\ 3
<br /> 29
<br /> I j 78.1 M)(A) �l FD FOUND
<br /> 1 169 1 `87 166 1 1 1 161 160 _.�S19°10'53"W � �� EX. EXISTING
<br /> 00 1 62 126 • i 26 16 SF DENOTES SQUARE FEET
<br /> .�
<br /> 55.0
<br /> � q4 1 CM)CA) �
<br /> � a ,
<br /> -._ + ---- - -- - -_ - - -- :-- ----- N 13°40'44"E �\O 19 �
<br /> I ( i 129 I.P. IRON PIPE
<br /> �- 74.59' M A \� 27 1: L7 I.D. INSIDE DIAMETER
<br /> 169 ' ; 172 r 1.73 X 74 176 176 11 � ___ _ C )C ) ��f i 20
<br /> N 00 r g�t,P' 1 (M) MEASURED DISTANCE. ALL DISTANCES ARE
<br /> N07°41'40"E • ��J� ,M 26 1 _ _ _ .
<br /> _..__
<br /> 21 MEASURED UNLESS NO
<br /> OTHERWISE
<br /> ( o _ _ -- _ 66.36'CM)CA)--__._ r� l \ \ J,
<br /> -___ o 22 LOD1 X01 r S , JI 11 r J (R) RADIAL BEARING
<br /> o `166 NO2 21 04 E46 P � � 2
<br /> 1 / 35-M&P-80 P.U.E PUBLIC UTILITY EASEMENT
<br /> �' - - - - I..__. 3.06'CM)CA) • 67
<br /> 79 1 ' 6 MA
<br /> 2 12
<br /> 16 i 12 ' 4 j 147 ' 1 1 1 12 3 v 7 / �� S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 146WA 10 �� S.J.C.S.R. SAN JOAQUIN COUNTY SURVEYOR RECORDS
<br /> N 740.04'(M)(A) 1 -- --! '- 1 o / -M8cP- MAPS AND PLATS BOOK PAGE S.J..C.R.
<br /> ____-
<br /> 64
<br /> -----
<br /> - _�_ .
<br /> 83
<br /> -167 1 -1,34
<br /> ° -RS- RECORD OF SURVEYS, BOOK, PAGE, S.J..C.R.
<br /> ,� 6 X66 160o N9 62 62
<br /> N89°12'20"IIN --- X66 ' ---- cn 69 `1
<br /> �� s -~ I N INSTRUMENT NUMBER S.J.C.R.
<br /> __ _ ---_ ____-- S 19'40'25 E
<br /> co
<br /> 2641.03'(M)(A) - - -- 60 2 D.N. DOCUMENT NUMBER, S.J.C.R.
<br /> DIA OE STREET . -5.34'CM)CA)
<br /> � Y , x - - S RESTRICTED ACCESS
<br /> _ --- T STREET -
<br /> .TIFFANY
<br /> o ii 3
<br /> 6 60 69 41 140 1 7 S00 47 40 W > 67 9 �3 2
<br /> E 4
<br /> �� SEC 3 140.00'(M A 9 7 1� -
<br /> 1V 89°12'20"W 740.04' M A ----.__.____________t_________ ___ _ 52
<br /> • - - _ _ o
<br /> SEC 3
<br /> SEC 9 SEC 10AVENUE
<br /> — — I — —
<br /> SECTION LINE I 1/4 SECTION CORNER
<br /> SECTION CORNER N89°12'20"W 2641.03'(M)(A) FD 3/4" REBAR WITH CAP
<br /> 22-PIM- 1 r���
<br /> � FD 2 1/2" BRASS DISK STAMPED BASIS OF BEARINGS SEC 10 STAMPED "RCE 1963811 MONUMENT WELL, PER (A)
<br /> "CITY OF LODI GPS SURVEY MONUMENT
<br /> LS 6953" IN MONUMENT WELL, PER (A)(B)
<br /> 03/04/2014 13.•27
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