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MW
MW
4
CP 4 SCRIBED X
116.64
6
CP 6 C NAIL
120.22
7
CP 7 SCRIBED X
119.56
8
CP 8 MAG
119.23
T
MW
MW
MW
MW
4,291 SF
0.099 AC
PARCEL THREE
16,640 SF
0.382 AC
PARCEL ONE
9,689 SF
0.222 AC
PARCEL TWO
MW
OLD REDWOOD HIGHWAY
OL
D R
ED
WO
OD
HIG
HW
AY
OLD REDWOOD HIGHW
AY
BASIS OF BEARINGS
DOC. NO. 85-010074
DOC. NO. 85-010074
DOC. NO. 97-011298
MW
MW
9033 OLD REDWOOD HIGHWAY
APN(S): 066-100-062
TOWN OF WINDSOR , SONOMA COUNTY , STATE OF CALIFORNIA
OCTOBER, 2018 SCALE: 1"=16'
BOUNDARY AND TOPOGRAPHIC SURVEY
RFE ENGINEERING, INC.
SURVEYOR'S STATEMENT:
I HEREBY STATE THAT THIS IS A CORRECT REPRESENTATION OF A TOPOGRAPHIC
SURVEY MADE UNDER MY DIRECTION IN MARCH, 2018.
__________________________________
WILLIAM F. MCKINNEY, PLS 4715
EXPIRATION: SEP 30, 2019
_________________
DATE
BENCHMARK:
THE BENCHMARK USED FOR THIS SURVEY WAS THE NGS BENCHMARK DESIGNATED RV 159 (PID
JT1100), WHICH IS A STANDARD MONEL-METAL RIVET IN THE SOUTH ABUTMENT OF RAILROAD
BRIDGE NO. 64-I, ABOUT 8 FEET WEST OF THE MAIN TRACK, OVER THE OLD REDWOOD HIGHWAY
AND JUST SOUTHERLY OF THE INTERSECTION WITH EASTSIDE ROAD.
ELEVATION = 114.07 FEET (NAVD 88 DATUM)
UTILITY NOTES:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION
AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN ARE
IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
SURVEY CONTROL POINT
TREE
SIGN
ELECTRICAL PULL BOX
LEGEND
AC ASPHALT CONCRETE
BLDG BUILDING
CONC CONCRETE
C&G CURB & GUTTER
CENTERLINE
CTV CABLE TV
DI DRAIN / DROP INLET
(E) EXISTING
ELEC ELECTRIC
EP EDGE OF PAVEMENT
ETW EDGE OF TRAVELED WAY
EVC END OF VERTICAL CURVE
FDC FIRE DEPARTMENT CONNECTION
FF FINISH FLOOR
FG FINISHED GROUND
FP FINISH PAVEMENT
G GROUND
GR GRATE ELEVATION
GV GATE VALVE
HC HANDICAP
HCR HANDICAP RAMP
IRR IRRIGATION
INV INVERT
L LENGTH
LF LINEAL FEET
LIP LIP OF GUTTER
MAX MAXIMUM
MH MAINTENANCE HOLE
MIN MINIMUM
NE NORTHEAST
NW NORTHWEST
ORSC OFFICIAL RECORDS SONOMA COUNTY
OT OVERHEAD TELEPHONE
OT&E OVERHEAD TELEPHONE & ELECTRIC
PED PEDESTAL
PIV POST INDICATOR VALVE
PROPERTY LINE
PUE PUBLIC UTILITY EASEMENT
RPPA REDUCED PRESSURE
PRINCIPLE ASSEMBLY
RW RETAINING WALL
SDMH STORM DRAIN MANHOLE
SD STORM DRAIN
SE SOUTHEAST
SS SANITARY SEWER
SSCO SANITARY SEWER CLEAN OUT
SSMH SANITARY SEWER MANHOLE
SWCT SAWCUT
SW SIDEWALK OR SOUTHWEST
TE TRASH ENCLOSURE
UG UNDERGROUND
W WATER
WV WATER VALVE
WM WATER METER
ABBREVIATIONS:
BACK FLOW PREVENTER
EASEMENT
ROW
CENTERLINE
SW, CURB & GUTTER
EP
STORM DRAIN
SANITARY SEWER
WATER
GAS LINE
SDMH
DROP INLET
SSMH
SSCO
FIRE HYDRANT
WATER VALVE
WATER METER
STREET LIGHT
FENCE
INDEX CONTOUR
INTERMEDIATE CONTOURS
EXISTINGDESCRIPTION
BOLLARD
X X
PROPERTY LINE
LOT LINE
/// /// ///
S
D
GAS VALVE
2260 Douglas Blvd , Suite 160, Roseville, C A 95661
Ph: 916-772-7800 Fax: 916-772-7804
www.RFEengineering.com
BUILDING OUTLINE
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY THE CENTERLINE OF OLD REDWOOD HIGHWAY AS
SHOWN ON THAT CERTAIN RECORD OF SURVEY MAP FILED IN BOOK 561 OF MAPS, AT PAGE 42 AND
43, THE BEARING OF WHICH IS S 88° 15' 41” W AND WAS ESTABLISHED FROM FOUND MONUMENTS
SHOWN THEREON AND HEREON.
A
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T
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No. 4715
Exp. 09-30-19
PR
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WILLIAM F.
McKINNEY
MW
MONITORING WELL
BLOCK WALL
January 10, 2019
Attachment 3
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