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GRAPHIC SCALE /?J;`1I/II►j1��� }II11111 , _ z MCCORMICK NORTH PHASE III - VILLAGE COMMERCIAL
0 60 120 � l l j 1 / l 1, . /ll/1/IIf I� --_ RIP P _
1,,� - A PORTION OF SECTION 4 & 5, TOWNSHIP 23N, RANGE 01 E, W.M., \
EMERGENCY
1 INCH = 60 FEET(22"x34") ==1 z/� i///,,,lir/ OVERFLOW CITY OF PORT ORCHARD, KITSAP COUNTY, WASHINGTON
// SPILLWAY
1 INCH = 120 FEET (11"x17) YIEEH
EXISTING POND
INLET $
50' ASSUMED STREAM BUFFER
STEEP SLOPE SETBACK
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POND OUTFALL r N
r
OVERFLOW AND FLOW L � / \
CONTROL STRUCTURE
COMBINATION INFILTRATION/DETENTION POND
/ 3
,' � ,%��/ � •\ 1 RELOCATED POND INLET / N �` 1 McCORMICK3 / I
DIVISION 2 _
7 \ \ EXISTING POND INLET / \
RIP RAP---\ TOP
TOE
I - is
— I /
100,
/; \ -TOP
oEP -
PRE-TREATMENT WATER
QUALITY VAULT
S _
STORM POINT OF CONNECTION
` \ SD --\— `�,I \ \ \ \ / TO EXISTING STORM SYSTEM
SD \ \ \ \
8" WATER MAIN FOR ALL
PRE-TREATMENT WATER INTERNAL PLAT ROADS (TYP.)
\ \ \ \ \ QUALITY VAULT I 44,
WCORMICK J o�
VILLAGE EAST -
II WETLAND
F
Com
WATER METER SERVICE {TYP.)
20 UTILITY EASEMEN
SEWER SERVICE { ) PA
\ \ \ I RIGHT OF WAY LINE \ �-
3
MCCORMICK
PP
VILLAGE WEST / \ \\ \\ \\ / / 1 1 \I \� \ PAD=434.5STUBS FOR WATER,SEWER, AND
/
STORM FOR FUTURE USE (TYP) \ \ jfA /
PAD=435.
I —
cuss r
15' SEWER EASEMENT
\ WATER POINT OF CONNECTION TO EXISTING
MAIN PIPE
PAD=432.5
\ I PAD=431.5
ti I � h ( SSA RETAINING WALL AND FOOTING
I I DRAINS TO BE ROUTED TO LOWER
I \ I \ IRKING STORM DRAIN SYSTEM
PAD=432.5
ICK VILLAGE
y COMMERCIAL
HYDRANT (TY ) PAD=4320 / / 42$
ro
MERCIAL DRIVE P J /
i
q2Q GRAVITY SEWER POINT
OF CONNECTION TO
EXISTING 8" SEWER STUB
D=433.0 / PAD=432.5
WALE
/ 1
TOE
PROPOSED CONNECTION
1 11 11 ,' / POINT TO EXISTING
/ PAD = `4.0 / I /: ::` / i / STORMWATER SYSTEM FOR
0 LOWER PARKING AREA
/
RIGHT OF LANE PROPERTY LINE \
RETAINING WALL TO BE DESIGNED AND
PERMITTED WITH ASSOCIATED BUILDING PERMIT.
FOOTING DRAIN TIED TO STUB PROVIDED. II I f }
// RETAINING WALL AND FOOTING
/ DRAIN SHALL DAYLIGHT TO lJ?
// EXISTING GRADE
STRIPPING QUANTITIES
STRIPPING DEPTH ASSUMED = 9"
STRIPPING VOLUME = 19,900 C.Y.
1. THIS CALCULATION IS FOR REVIEW AND PERMITTING PURPOSES
ONLY. THE NUMBERS SHOWN ARE GENERATED FROM THE
EXISTING GROUND SURFACE
2. STRIPPING DEPTH IS ASSUMED AT THIS TIME, NO GEOTECHNICAL
RECOMMENDATION FOR THE STRIPPING DEPTH HAS BEEN DONE
AT THE TIME OF THIS CALCULATION.
GRADING QUANTITIES
CUT = 61,115 CU YDf
FILL = 34,600 CU YDf
NET = 26.515 CU YDf CUT
THIS CALCULATION IS FOR REVIEW AND PERMITTING PURPOSES ONLY. THE NUMBERS SHOWN ARE
GENERATED FROM THE FINISHED GROUND SURFACE (I.E. TOP OF PAVEMENT, TOP OF CONCRETE,
TOP OF PAD, ETC.) TO THE ASSUMED STRIPPED EXISTING GROUND SURFACE AS NOTED ABOVE.
CONTRACTOR SHALL DO THEIR OWN CALCULATION BASED ON THE INFORMATION PROVIDED
WITHIN THESE PLANS.
THE QUANTITIES MAY VARY BASED ON THE FOLLOWING FACTORS:
1. SHRINK/SWELL OF EXISTING SOILS
2. VARIANCE OF VEGETATION THICKNESS AND UNSUITABLE TOPSOIL
3. SUBBASE REQUIREMENTS FOR THE ROAD SECTIONS
4. SUBBASE REQUIREMENTS FOR THE BUILDING FOUNDATION BASED ON THE FINAL
STRUCTURAL DESIGN
5. TRENCHING EXCAVATION FOR PROPOSED UTILITIES
6. ADDITIONAL CUT/FILL MAY BE REQUIRED FOR FUTURE UTILIZATION OF THE SITE
7. SOME AREAS OF THE SITE HAVE ALREADY BEEN STRIPPED FROM PERVIOUS PHASES OF
DEVELOPMENT, THESE AREAS ARE ACCOUNTED FOR INTHE GRADING QUANTITIES NOTED
ABOVE, BUT HAVE NOT BEEN VERIFIED BY A LICENSED SURVEYOR.
This submittal has been reviewed by
The City of Port Orchard and is
APPROVED
NOT APPROVED due to
�. 12/ 19/2023
ame Date
VERIFICATION NOTE
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
CONFLICTS ARE IDENTIFIED.
CALL 811 AT LEAST 48
HOURS BEFORE YOU DIG
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DESIGNER:
M. GOULARTE
ENGINEER:
J. HAUG
DRAWN:
A. KING
S4&5 T23 N
R01E WM
DATE: 16
May 2023
REVISED: 27
November 2023
PROJECT: 22-017
DWG NAME:
22-017 C
SHEET
REV.
CIO
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