PORTFOLIO

erVersion 0.53.100.100
FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS FGS
FGS
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WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS
WS
ES
FGS
WS
21'-11"
21'-9"
DW
20'-11"
24'-5"
UP
20'-3"
DW
S
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S
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50'-8"
28'-11"
20' FRONT SETBACK
104.69'
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS , NOTES,
DETAILS, AND OTHER RELATED ITEMS FOR THE PROJECT AND
REPORT ANY ERROR, INCONSISTENCY AND/OR OMISSION TO THE
DESIGNER PRIOR TO PROCEEDING WITH ANY WORK. IF CONFLICTS
ARE FOUND, THE MOST STRINGENT CONDITIONS SHALL GOVERN.
45.67'
20' REAR SETBACK
14.24'
2. DRAWINGS MAY NOT ALWAYS BE TO SCALE . NOTED
DIMENSIONS SHALL TAKE PRECEDENCE .
3. ALL FRAMING MATERIAL TO BE D.F. #2 OR BETTER.
THE CONTRACTOR SHALL COMPLY WITH THE LOCAL GOVERNING
ADMINISTRATIVE AND TECHNICAL MANUAL FOR GRADING /EROSION
CONTROL AND SEDIMENT CONTROL. PRIOR TO OCTOBER 1,
CONTRACTOR SHALL HAVE ALL APPROPRIATE EROSION AND
SEDIMENT CONTROL MEASURES IN PLACE FOR THE WINTER
MONTHS.AND MUST ENSURE THAT THE CONSTRUCTION SITE IS
PREPARED PRIOR TO THE ONSET OF ANY STORM .
SITE PLAN GENERAL NOTES:
A. FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO STARTING
ANY WORK.
BACKYARD
B. PROPERTY LINE (LOT SIZE) LENGTHS SHOWN ARE PLUS-MINUS TO
ACTUAL LENGTHS AND ARE BASED ON FIELD MEASUREMENTS.
C. ANY NEW CONCRETE SIDEWALK DESIGN IS SHOWN AS AN OPTION.
OWNER TO MODIFY OR ADJUST AS NECESSARY.
9'-7"
D.THE GROUND IMMEDIATELY ADJACENT TO THE NEW FOUNDATION
SHALL BE SLOPED AWAY FROM BUILDING AT A SLOPE OF NOT LESS
THAN 6” (5 PERCENT SLOPE) IN THE FIRST 10 FEET MEASURED
PERPENDICULAR TO THE FACE OF THE WALL. IMPERVIOUS
SURFACES WITHIN 10 FEET OF BUILDING SHALL BE SLOPED
LEGEND:
5' SIDE SETBACK
PROPOSED HOUSE
RAISED FLOOR
SEWER SERVICE
SS
ELECTRICAL SERVICE
ES
1" MAIN WATER LINE WS
FUEL/GAS SERVICE
FGS
DRAINAGE ARROW, TYP
SURFACE DRAIN INLET-TYP.
CONTRACTOR TO VERIFY SIZE
AND LOCATION
17'-7"
MIN 2% SLOPE DOWN
TO STREET OF 4'' PVC
CORRAGED DRAIN PIPE
UNDERGROUND - TYP.
CONNECT ALL DOWNSPOUTS
TO DRAIN PIPE
MIN 2% SLOPE DOWN TO STREET OF 4''
PVC CORRAGED DRAIN PIPE UNDERGROUND - TYP.
200 AMP ELECT.
SERVICE PANEL AND
METER WITH UNDERGROUND
SERVICES (COVER WITH SHRUBS)
FUEL GAS SERVICE AND
METER WITH UNDERGROUND
SERVICE
FIRE RISER
FACE TO INTERIOR
SEWER CLEAN OUT
WATER SHUT OFF VALVE & BACK
FLOW PREVENTER WITH UNDERGROUND
SERVICES
104.45'
5'-3"
5'-3"
GARAGE
SLAB ON GRADE
PLANTER
S S S S S S S S S S S S S S S S S
36'-7"
5' SIDE SETBACK
PROPERTY LINE
SETBACK LINE
1
MARK
GRIPE
RESIDENCE
670 JEAN MARIE
DR, SANTA ROSA
11/01/2018 ISSUED FOR REVIEW
DATE
DESCRIPTION
22.00'
48.00'
ISSUE
PROJECT NO:
CAD DWG FILE:
JEAN MARIE DR.
DRAWN BY: VASIL BORODIN
CHK'D BY:
COPYRIGHT LEV DESIGNS
SHEET TITLE:
SITE PLAN
SITE PLAN
1/8" = 1'-0"
A 2.0