Laserfiche WebLink
# w <br /> SAUMBACH & PIAZZA, INC. 323 W. Elm St. <br /> CIVIL Er`AQINEERS a SURVEYC7RS Lodi, CA 95240 <br /> www.bpengineers.net 209.368,6618 <br /> y <br /> 0 <br /> I- TRACT NO, 3868 It <br /> P.jV 2,5-26 LOMA COJRT Q w "LOMA COURT' SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> PARCEL 3 1�� 101 ® / -1O1 THE VILLAGE OAKS <br /> 17- <br /> FD. 3/4° IROD = I (n OF A PORTION OF LOT 33 OF GERARD TRACT, <br /> CAPPED AND STAMPED 25' I 25' r <br /> LOCATED IN THE NORTHWEST QUARTER OF <br /> S88°56'28"E 219.84' 220.00'(5) <br /> "LS 7889° (4)� N89-47'23"E (R) OF SEC. 2, T. 3 N.,R.6 E., M.D.B°& M., <br /> 168.06'(M)(2) --� <br /> 51.77' 18.31 50.02• City of Lodi, San Joaquin County, California <br /> In 6 99.73' July, 2015 Sheet 2 of 2 <br /> M -- <br /> 285 SF FD. 3/4" IROD (4)S19038'24"E (R) N <br /> LO <br /> P.R.C. 0=70°34'14" <br /> R=20.00' L=24.63' <br /> 5.30' BASIS OF BEARINGS: <br /> 2 0 0 N <br /> dely b 1 o BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE NAD83 CALIFORNIA <br /> M <br /> On <br /> Q W o 5,086 SF `t' COORDINATE SYSTEM, ZONE III (CCS83). A LINE BETWEEN CITY OF LODI MONUMENTS NO. <br /> / nz M1090 AND NO. M1890 BEARS SOUTH 890 18' 37" EAST AS CALCULATED ON "CITY OF NODI <br /> / G.P.S. CONTROL NETWORK", FILED FOR RECORD IN BOOK 37 OF SURVEYS, AT PAGE 50, SAN <br /> O �-- 10' P.U.E. JOAQUIN COUNTY RECORDS. ALL DISTANCES ARE GROUND LEVEL DISTANCES AND MUST <br /> BE MULTIPLIED BY 0.999953875 TO OBTAIN GRID DISTANCES. <br /> 5.80' 2, <br /> d ( »GERARD TRACT S83°51' 30" <br /> rn �°o lv?P �>� E(R) N88° 56' 28"W 100.03' <br /> Ic° LOT 33 j N NOTES: <br /> 1. REFER TO CITY OF LODI TENTATIVE MAP APPLICATION NO. 2015-13-S <br /> 2. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME <br /> o.\ s �� ^ / co »' r r r.5» PRECEDES PAGE. <br /> a \ �" ° / 16' SHARED ACCESS N77 <br /> r(lr> �T r�T � TCS 3. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> \ ,8 (Ri sa- pJ / EASEMENT 5,124 SF o lv?P 13-1,50 4. WITNESS CORNERS: SET 1.25" DIAMETER BRASS DISK STAMPED "LS 7889" AT 3' <br /> \ 0) ^� r �p6° / TO BE CREATED BY `D W OFFSET ON LINE FROM LOT LINE. <br /> \ ^� (N ��V�p ��0 33• SEPARATE DOCUMENT 5. REQUIREMENTS OF THE LODI MUNICIPAL CODE FOR THE DEDICATION OF <br /> _' o U w d 5 6•. & P.U.E. h /0 RIGHTS-OF-WAY AND EASEMENT, PAYMENT OF FEES AND INSTALLATION OF OFF-SITE <br /> STREET IMPROVEMENTS AND UTILITIES HAVE NOT BEEN MET AT THIS TIME AND <br /> 1740' 33• QJ o MUST BE MET PRIOR TO DEVELOPMENT OR ISSUANCE OF A BUILDING PERMIT OR <br /> •:fir. �� 2?30 36�G 3�0 S.F.N. WHEN REQUESTED BY THE CITY. - <br /> • �� ROADWAY DEDICATION N48° 33' 3 6"W \ �y N88' 56' 28"W 87.17' 2 6. THE P.U.E. DEDICATION GIVES THE CITY, OWNERS OF PUBLIC UTILITIES, AND <br /> 12.19' \ 9g OWNERS OF CABLE TV FRANCHISES THE RIGHT TO ACCESS, CONSTRUCT, MAINTAIN, <br /> PER I.N. 87006492 — — — — — — \ N88' 56' 28"W 38.00' <br /> N S48° 33' 36"E�j� \ INSPECT, REPAIR, REPLACE, REMOVE, AND OPERATE THEIR FACILITIES IN THE <br /> r —N88°56' 28"W 40_01' P.U.E.'S. NO BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED NOR SHALL <br /> 4 N 24.16' - - - - - - -- ANYTHING BE PLANTED WITHIN THE EASEMENT WHICH WOULD INTERFERE WITH THE <br /> ^ o , USE OR OPERATION OF PUBLIC UTILITIES IN THE EASEMENT. <br /> v z �v 7. ALL ACCESS RIGHTS TO THE EXISTING 12-FOOT ROADWAY RIGHT-OF-WAY ARE <br /> ro 12' SHARED ACCESS <br /> vi EASEMENT HEREBY EXTINGUISHED. <br /> TO BE CREATED BY n <br /> SEPARATE DOCUMENT <br /> Jy c� & P.U.E. II <br /> r � O <br /> M 3 <br /> V0) <br /> 5 <br /> 5 933 SF <br /> 4 � � S.F.N. , <br /> 5,325 SF � � <br /> 5,625 SF o co <br /> N d O <br /> I <br /> O N <br /> Z o <br /> Z LEGEND: REFERENCES <br /> � (1) R.S. 37-50 <br /> 5' P.U.E.— I (M) MEASURED <br /> 38-126 <br /> -44 <br /> B.O.B. BASIS OF BEARINGS (2) R.S. <br /> � (3) P.M. 2-44 2-44 <br /> S.F.N. SEARCHED FOUND NOTHING <br /> FD. FOUND 5 M.&P. 16-101 <br /> _ O <br /> 12 ROADWAY I.N. INSTRUMENT NUMBER <br /> 1 I /� TS <br /> RIGHT-OF-WAY, M. & P. MAPS AND PLA <br /> SEE 2' P.M. PARCEL MAP <br /> NOTE 7 , <br /> 2 , <br /> 16. <br /> 90 \ 52.00 58.00' � <br /> 58.07 P.C.C. POINT OF COMPOUND CURVATURE <br /> s 168.07'(M)(2) SS. P.R.C. POINT OF REVERSE CURVATURE <br /> „ IO <br /> �-- o � R.S. RECORD OF SURVEY <br /> , 3 <br /> FD. N8 , <br /> 3/4 IROD (3) 8 50 30 W 184.97 (M)(2) 185.00 (3) �� —� jI <br /> (R) RADIAL <br /> 6 F <br /> O SET 3/4" X 30" IRON ROD CAPPED AND STAMPED <br /> / <br /> P.M. 2_44 `�ti�2 SSg "BAUMBACH & PIAZZA ELSON PLS 7889", <br /> 2 <br /> p0 � UNLESS OTHERWISE NOTED. <br /> �3i�3 (SSS FD. 3/4" IRON ROD CAPPED AND STAMPED <br /> 9 Z ELSON PLS 7889" <br /> "BA MBACH & PIAZZA SO <br /> , 9 <br /> U <br /> U , <br /> FD. 2-1/2 BRASS DISK 9p �' UNLESS OTHERWISE NOTED. <br /> oL <br /> 3 cR <br /> STAMPED "CITY OF LODI 6 � I • FD. MONUMENT IN MONUMENT WELL AS NOTED. <br /> \a o� O <br /> G.P.S. SURVEY MONUMENT <br /> L.S. 6953 M1090" (1) • • <br /> N 89018'37" W B.O.B. 10578.62' (10578.13' GRID) <br /> FD. 3/4" BOLT, M1890 (1) <br /> S:\Projects\2014\14034\3_Drawings\14034_MP.dwg 10/07/15 8:47am-JELSON-XREFS: 18x26_FM-1RS-PM.DWG 14034_Topo.dwg COL Control Network and BP_Local.dwg 14034_HC.dwg D.D. SHEET 15A - 4200-A <br />