HomeMy WebLinkAboutBLD2026-00173 UPDATED SITE PLAN 8-31-2026 - BLD CD Environmental Health Review - 8/31/2026 VICINITY MAP
*NOT AN APPROVED SEPTIC DESIGN* / \\
Use approved septic design for septic system installation SSE,,,,Ra
SEPTIC DRAIN FIELDS: SEE SEPTIC \ PROJECT LOCATION
DESIGN FOR ADDITIONAL
INFORMATION
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EH APPROVED SITE NOTES a r c h 1 t e c t s
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- 000 D. Anderson 08/31/2026
A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERLY LINES AND ADJACENT RIGHT OF 510 CAPITOL WAY SOUTH
OLYMPIA,WA 98501
WAYS. 360-943-6774 I www.carvearch.com
D EH SETBACKS B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY.
w �l PHONE RISER BOX N C. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION ON ALL LANDSCAPE
� ON ' Drainfield/Reserve requires 10' setback from footing/foundations FEAERRES AND A ELEMENTS.
Q tZl TELEPHONE GROUND BOX �� � A) qg D. REFER TO SEPARATE FILL / GRADE PERMIT FOR SITE GRADING, UTILITY, FRONTAGE, AND
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B) Septic tank(s) requires 5 setback from all footing/foundations RIGHT-OF-WAY IMPROVEMENTS.
O X b E. WITHIN PRIVATE PROPERTY, ALL LINES ON CONCRETE PAVING AREAS TO BE CONTROL
APN#31 912-22-90059 ' i C) No foundation/perimeter/curtain drains within 30' down-gradient or 10' up-gradient JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS.
F. SIDEWALKS WITHIN PRIVATE PROPERTY TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN
of drainfield or designated reserve drainfield area THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50
i D) No Cut(S), bank(S) (greater than 5' & over 45 degrees) within 50' down-gradient of PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL. REFER TO CIVIL DRAWINGS.
WATER METER G. CURB TO BE MEDIUM BROOM FINISH, UNLESS OTHERWISE NOTED.
drainfield/designated reserve drainfield area H. GRIDLINES CORRESPOND WITH BUILDING FLOOR PLAN GRIDLINES.
E) No Septic components within 10' of pressurized water line(S). Sewer transport line I. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING.
_ _ J. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE
o — — — — — — — may only be within 10' of a pressurized water supply line if approved by the local DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING, AND
—I, health officer and the line is constructed TAW section C 1-9 of the DoE "Criteria For CONTEXTUAL SITE INFORMATION.
1 y2o os I Sewage Works Design".
N EXISTING POWER POLE SITE PLAN KEY CONSTRUCTION AREAS
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125'7-
25, 60 -6' I
TOTAL SITE AREA: 32,234 SF
T PROPOSED BUILDING
118' -4" I EXISTING HARD SURFACE AREA: 835 SF
ACCESS DRIVE ROPOSED NEW HARD SURFACE AREA: 5,825 SF
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1 I TOTAL HARD SURFACE AREA: 6,660 SF
I ROAD
I \ EXISITING IMPERVIOUS AREA: 835 SF
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I \ �\ WATER PRPOSEDNEWIMPERVIOUSAREA: 5,825SF
TOTAL IMPERVIOUS AREA: 6,660 SF
�� PROPERTY LINE ___
W' I TOTAL PERVIOUS AREA: 32,234 SF
SETBACK/EASEMENT - - - - - -
LOT OCCUPANCY : 6,660 SF /32,234 SF = 21%
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' �C I I TOP OF BANK 50' SETBACK
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= SHORELINE SETBACK - - _____
h \ I I O 1 \\cc ORDINARY HIGH WATER MARK
SEPTIC RETURN AND FLUSH LINE - - - -
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CONSTRUCTION
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DOCUMENTS
\V / 11/07/2025
No. Description Date
1 Revision 1 8/26/26
145' 20 ROAD
EASEMENT /
EXISTING D VE /
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APN#31912-22-90056
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SITE PLANc Al 01
0 1/16"= 1' 0"
o' 8' 16' 32' TOTTEN INLET
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PROJECT NO. 24-156 LOT 4
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CV All material hereirvonstitutes the origi I and unpublished
work of tb itec nd ma of eusd.duplic d,or
disc osed vsthout the vfTtfconsent of the arcTitect.
Copyright®2024 by Carve Architects.All rights reserved.