HomeMy WebLinkAboutBLD Plot / Site Plans - 11/24/2015GENERAL PROJECT NOTES:
1. SEE COVER SHEET A0.00.
BIDDER DESIGN PROJECT NOTES:
1. SEE COVER SHEET A0.00.
GENERAL SITE PLAN NOTES:
1. SITE LAYOUT SHOWN IS CONCEPTUAL FINAL GRADING, UTILITIES,
PAVING, LANDSCAPING, HARDSCAPING, ETC TO BE COORDINATED BY
OWNER WITH LANDSCAPE ARCHITECT AND CONTRACTOR UNLESS
NOTED OTHERWISE.
2. REFER ALSO TO OWNER -CONSULTANT SURVEY IF ATTACHED.
EROSION CONTROL NOTES:
1. AT LEAST PER THE LOCAL JURISDICTIONS MOST STRINGENT
REQUIREMENTS.
SOILS NOTES:
1. SOILS REPORT GUIDELINES TAKE PRECEDENCE.
2. SOIL SUBGRADES SHALL BE PREPARED AS NEEDED TO ACHIEVE A
FIRM, UNYIELDING STATE BEFORE ANY CONCRETE, PAVEMENT, OR
FILL SOIL IS PLACED, SEE SOILS REPORT.
3. LOOSE GRANULAR SOILS SHALL BE COMPACT TO A DENSITY
COMMENSURATE WITH THE SURROUNDING SOILS. SEE SOILS REPORT.
4. ORGANIC OR SOFT COHESIVE SOILS SHALL BE OVER EXCAVATED
AND REPLACED WITH A GRANULAR STRUCTURAL FILL MATERIAL, SEE
SOILS REPORT.
5. FILL MATERIAL SHALL BE PLACED IN HORIZONTAL LIFTS AND
AND COMPACTED TO A UNIFORM DENSITY OF AT LEAST 95% OF
THE STANDARD PROCTOR OR AT LEAST 90% OF THE MODIFIED
PROCTOR.
6. TEMPORARY CUT SLOPES ARE LIMIILD PER LOCAL BUILDING CODE.
7. TEMPORARY DRAINAGE MEASURES TO MANAGE WATER DURING
CONSTRUCTION SHALL BE PER LOCAL JURISDICTION REQUIREMENTS.
LEGEND:
399'-6'
LOWER LEVEL
— —E— —
— —T— —
— —SW-
— —s
- —W— —
GAS
WM
emm
e
em
PROPOSED BUILDING FOOTPRINT
ROOF OVERHANG
PROPERTY LINE
SETBACK LINE
GRADE ELEVATION
EXISTING GRADE CONTOUR - TO
REMAIN
EXISTING GRADE CONTOUR -
REVISED
NEW GRADE COUNTOUR
TREE
ELECTRIC UNE
CABLE UNE
TELEPHONE UNE
STORMWATER LINE
SANITARY SEWER LINE
WATER LINE
GAS LINE
FIRE SPRINKLER LINE
GAS METER
WATER METER
ELECTRICAL METER - MAIN
ELECTRICAL METER
FENCELINE
SILT FENCE
ITEMS TO BE REMOVED/EXTENT
OF DEMOLITION
UTILITIES CHECKLIST:
ELECTRIC: PULL FROM EASEMENT NE CORNER OF PROPERTY
GAS: ON SEEE PROPANE TANK
WATER: ON SITE WELL
SANITARY: ON SITE SEPTIC
IMPERVIOUS SURFACE CALCULATIONS:
PROPOSED BUILDING/ROOF OUTLINE: 3521 SF
PROPOSED CONCREIL PATIOS: 323 SF
PROPOSED GRAVEL DRIVEWAY: 11,837 SF
TOTAL: 15,681 SF
HEIGHT CALCULATIONS:
A = 82.60'
B = 82.90'
C = 81.50'
E = 82.25'
F = 82.50'
G = 82.50'
AVERAGE GRADE = 82.44'
ACTUAL BUILDING HEIGHT = 96.67'
MAXIMUM ALLOWED BUILDING HEIGHT = 82.44'
30' EASEMENT FOR INGRESS, EGRESS,
UTILITIES AND DRAINAGE - AF NO. 2026657
PROPOSED 12'
GRAVEL DRIVE
LOT 12
cD
43.80 ACRES
42107-31-50120
LJ-
•
\e6\7o \ /`,8
\ \ q -.,
s
+ 35.00' = 117.44'
PROPERTY LINE
PROPERTY LINE
1
10111,
ENLARGED
PORTION
OF SITE
FULL LOT KEY PLA
NOT TO SCALE
Ckr
GRAVEL DRIVN-,,
-------------
ik
•
300' SETBACK FROM TOE >NN PERIMETER OF 5 ACRE
OF HAZARD SLOPE - SEE
N HOMESTEAD BOUNDARY
GEOTECHNICAL REPORT
SITE PLAN
300.00
NN
MOM
•
•
STORAOE
P\ CONTAINER
REMOVE ALDER TREES,
PROPOSED GRAVEL
- TURN AROUND FOR
FIRE APPARATUS
WELL
•
S0E-YARD SETBACK
0 serA. \ RS T601\1,7(741: ,EpRAT A
ioRivivpsstro
ittp
•
300.00
FIRE
PROPOSED
GRAVEL PARKING
PROPOSED PROPANE
./RUN-OFF PATH
N - • I E /1/I T///////2///2//
GEOTHERMAL GROUND LOOP (FINAL
LOCATION TO BE DETERMINED)
RECEIVED
NOV 2
PROPERTY LINE
6/7.18
\ PROPERTY CONTINUES
281.67
PROPERTY LINE /
dwellings
3950 6TH AVE NW
DESIGNER OF RECORD
STANNARD
ARCHITECTS PLLC
3950 6TH AVE NW
TEL: (206) 547-0565
FAX: (206) 547-0563
1) REPRODUCE DRAWINGS ONLY WITH
WRITTEN PERMISSION FROM STILLWATER
DWEWNGS
2) INTELLECTUAL PROPERTY OF
STILIWATIT DWEWNGS. THEE DRAWINGS
MAY ONLY BE USED FOR THE
CONSTRUCTION OF THE HOUSE TO BE
INSTALLED AT THE PROJECT ADDRESS
USTED ON THESE DRAWINGS.
3) CONSTRUCTION OF 1HE PROJECT
THESE DRAWINGS DESCRIBE MAY ONLY
PROCEED WM THE RPRESS WRITTIDNI
CONSENT GRANTED BY STILLWATER
DWELLINGS IIC
CD co
CO CD
CO U3
LLJ
CL
DOCUMENT RELEASES:
DATE DESCRIPTION
09/10/15
PHASE I - PRICING
10/13/15
PHASE I - PRICING
11/24/15
PHASE II - PERMIT
SHEET
SITE PLAN
Al .00
25
50
200