|
SURVEY CONTROL
<br /> PT NORTHING EASTING ELEV DESCRIPTION LOCATION
<br /> BM 1 1 ,799,383.399 6,761 ,307.880 28.24 1 /4 SECTION CORNER 5.09' Rt "F" 560+36.83 (HARNEY LANE AT LOWER SAC RD)
<br /> BM2 1 ,798,051 .384 6,760, 113.809 27.43 FND 3/4 PIN 0.00' Rt "D" 604+73. 14 ON LOWER SAC RD
<br /> BM3 1 ,799,376.595 6,760,097. 157 27.52 1 - 1 /4 PIPE INTERSECTION OF HARNEY LANE AND EXTENSION ROAD
<br /> BM4 1 ,799,389.567 6,762,951 .409 31 . 19 FND 3/4 IRON PIPE HARNEY LANE 1 ,643.54' EAST OF BM1 AT LOWER SAC RD
<br /> BM5 1 ,794,084.415 6,760, 155. 131 26.25 FND 3/4 REBAR INTERSECTION OF LOWER SAC RD AND ARMSTRONG RD
<br /> BM6 1 ,794,076.261 6,758,757.744 24.66 FND 3/4 BRASS PIN ARMSTRONG RD 1 ,397.41 WEST OF BM5 AT LOWER SAC RD LEGEND
<br /> BM7 1 ,794,091 .922 6,761 ,416.528 28.56 FND BOLT ARMSTRONG RD 1 ,261 .42' EAST OF BM5 AT LOWER SAC RD 1
<br /> SM1 1 ,797,345.608 6,760, 106. 160 --- PROPOSED MONUMENT 0.00' Rt "F" 535+61 .46 BC ON LOWER SAC RD SURVEY MONUMENT
<br /> 1 SM2 1 ,798,401 .700 6,761 ,328.037 --- PROPOSED MONUMENT INTERSECTION OF ALBERG ROAD AND SHATTUCK TRACT ROAD
<br /> I
<br /> I
<br /> I `p
<br /> I � I REMOVE TREE (1 ) �
<br /> I co
<br /> I CONCRETE DRIVEWAY EXTENSION o �i
<br /> REMOVE TREES (2) SEE SHEET C-7
<br /> BARRICADE TYPE A c~u
<br /> z PER SJ CO. SP R-24 END AC DIKE TYPE A W
<br /> j I � ; I Lt "F" 533+47.00 BEGIN RAISED CONCRETE MEDIAN z
<br /> ;' 8.00' Lt "F" 538+00.00 0
<br /> 1 o I o BEGIN AC-DIKE (TYPE A) v
<br /> CD I O _ k6,Ln
<br /> 16 Rt "F X34+Q4.33 y
<br /> wI — — — — —
<br /> Q w EP REMOVE TREES (3) . 10
<br /> M cn cn
<br /> - - - - 4
<br /> 1 � REMOVE' SHRUBS —�
<br /> ,SM1 :; UB
<br /> 5'35 - --
<br /> - 0 17 17, LINE - -
<br /> N09,3548"W
<br /> 3561 .46' -
<br /> 42'
<br /> 42' _
<br /> CO
<br /> REMOVE TREES (2) 1 REMOVE TREES (2)
<br /> EP ca
<br /> REMOVE �� � ,,
<br /> - - - - - —
<br /> R/'N� _ \
<br /> LOWER SACRAMENTO ROAD - -
<br /> ,
<br /> -- U
<br /> I I
<br /> OBLkTERATE SURFACING
<br /> BEGIN AC DIKE (TYPE A) 330 SQFT `
<br /> 8.00' Rt "F" 533+91 .03 + 1 , EN AC DIKE TYKE A'
<br /> LO
<br /> LO BEGIN RAISED 'CONCRETE MEDIAN
<br /> I
<br /> 8.0�' Rt "F" 538+00.00
<br /> I
<br /> BEGINREMOVE & SALVAGE FENCE NOTES.
<br /> 69.40' Rt "F" 538+37.32
<br /> 1 . FOR COMPLETE RIGHT OF WAY DATA,
<br /> SEE RIGHT OF WAY RECORD MAPS
<br /> - 1 AT
<br /> I = COUNTY OFFICE.
<br /> ,
<br /> 2. FOR DRIVEWAY CONFORM DATA AND GRADES,
<br /> SEE CONSTRUCTION DETAILS.
<br /> CURVE DATA
<br /> CURVE R DELTA L T
<br /> 1 1190.00' 54'54'46" 1140.51 ' 618.32'
<br /> J�jVf� "/J� � U� QROFESSIpNgI
<br /> 0
<br /> REGISTERED CIVIL ENGINEER
<br /> W ICHAEL A. SANCHEZ m
<br /> 5/20/2005 No. C60254
<br /> PLANS APPROVAL DATE �` Exp. 06-30-06 'f
<br /> 1 REVISED PER ADDENDUM N o . 1 Quincy Engineering, Inc. sf4 c h
<br /> 3247 Ramos Circle lF OF CA��E��
<br /> Sacramento, CA 95827
<br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL
<br /> N0. SHEETS
<br /> M. SANCHEZ 5/18/05 COUNTY 0 F SAN J OAQ U I N SCALE: 1 "=40' LAYOUT L-2
<br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 HARNEY CURVE PROJECT 10A 96
<br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL 0 1 2 3
<br /> SCALE IS IN INCHES I I I sl66rlo.dwg, Fri, 17 Jun 2005 — 3:38pm, mikes
<br />
|