HomeMy WebLinkAboutStorm Drainage Analysis for COM2012-00015 - PLN General - 2/28/2012 STORM DRAINAGE ANALYSIS
for the
DAIRY QUEEN
BELFAIR HOME CENTER, BELFAIR, WA.
Client:
First Olympic Holdings, LLC
Attn: Chris Reanier
P.O. Box 997
Gig Harbor, WA 98335
Ph: (253) 405 4414
By:
N.L. Olson & Associates, Inc.
2453 Bethel Avenue SE
Port Orchard,WA 98366
(360) 876-2284
Projec 30-11
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February, 2012
DAIRY QUEEN
BELFAIR HOME CENTER, BELFAIR,WA.
TABLE OF CONTENTS
I. INTRODUCTION.................................................................... PG. I
II. PROPOSED STORMWATER IMPROVEMENTS............................. PG. 1
III EROSION AND SEDIMENTATION CONSTRUCTION
IMPACTS MITIGATION................................................. PG. 1-6
APPENDIX A - LIST OF FIGURES
FIGURE 1 - VICINITY MAP
FIGURE 2 -EXISTING CONDITIONS MAPS
FIGURE 3 - DEVELOPED CONDITIONS STORM PLAN
I
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Dairy Queen
Belfair Home Center,Belfair,WA
Page 1 of 6
I. INTRODUCTION:
First Olympic Holding LLC proposes to redevelop a 0.11-acre site located on a developed 3.9-
acre parcel for the placement of a Fast Food restaurant type "B". The proposed restaurant is to
replace the Olympia Federal Savings building located near the southeast corner of the Belfair
Home Center. The project includes removal of the existing building associated sidewalk and
pavement located near the building. The project includes construction of the building
(approximately 3,000 sf), associated sidewalk, pavement overlay(approximately 15,000 sf)with
re-striped parking minor re-grading of parking areas and some landscaping around the building.
Construction also includes connection to the regional sanitary sewer system (designed
connection is approved, 2011) located in Belfair Street just south of the site and existing Belfair
water service.
The site's address is 51 NE State Route 300 STE A Belfair and is located approximately 1001f
west of Old Belfair Highway and State Route 3 intersection within the Belfair Home Center
plaza. The Tax parcel number is 12329-42-00190. The site is currently zoned 53 - Trade -
General Merchandise as is the properties to the north and east. Properties to the west are zoned
Medium density residential. The site is situated in the Northeast Quarter of the Northeast Quarter
of Section 29, Township 23 North, Range 1 West, Willamette Meridian, Mason County,
Washington(See Appendix A Figure 1).
In addition to the Site Plan Review Permit from the Mason County Department of Community
Development a permit to work in public ROW will be required for certain improvements. Other
permits may be required.
The site is generally flat with a slight 3% slope to the west. Majority of the site is covered with
asphalt with asphalt curb border. Storm water drains to an existing storm system located in the
center of the existing parking lot access fronting McLendon's Hardware store.
II. PROPOSED STORMWATER IMPROVEMENTS:
Storm drainage is to continue to the existing drainage system located within the parking lot. No
n increase in impervious area is proposed. The project does not exceed the threshold for
et se p p p p �
additional mitigation based on requirements for redevelopment in the current code.
III. EROSION AND SEDIMENTATION CONSTRUCTION IMPACTS MITIGATION:
The potential erosion and sedimentation impacts during the construction of this project include
transporting and depositing sediments off the site. During the required earthwork a substantial
portion of the site will be disturbed. The vegetative cover will be removed and the soil exposed.
Therefore, efforts to mitigate these potential impacts include the construction of silt fences and
inlet control.
A. CONSTRUCTION SEQUENCE AND PROCEDURE
Dairy Queen
Belfair Home Center,Belfair,WA
Page 2 of 6
certain subcontractors as he sees fit, but the ultimate responsibility for implementing
these controls and ensuring their proper functioning remains with the general contractor.
The order of activities will be as follows (refer to Site Plan Sheet for details):
1. Install perimeter silt fences in the locations shown on the T.E.S.C. plan.
2. Begin clearing and operations to the extent as specified by plan.
3. Commence site grading. Grading is to be kept at minimum for immediate
construction. Topsoil is to be stockpiled on site for replacement in lawn areas.
4. Provide temporary diversion for existing drainage way if required
5. Disturbed soil areas of the site where construction activity has ceased for more than
14 days shall be temporarily seeded and watered or covered with straw.
6. Finalize subgrade preparation.
7. Install base material as required
8. Carry out final grading and seeding and planting
9. Remove silt fencing only after placement of all gravel is complete and exposed
surfaces are stabilized.
10. Remove sediment from conveyance system as necessary.
B. SOIL STABALIZATION AND SEDIMENT TRAPPING
Soil stabilization and sediment trapping procedures for this site include:
1. Silt fences shall be installed and maintained as per T.E.S.C. Notes and Details for
Silt Fences on the plan sheet.
2. The temporary inlet protection shall be installed and maintained per T.E.S.C. Plan
See details for inlet protection.
3. Permanent seeding and planting of all un-paved or landscaped areas using the
hydromulching grass seeding technique.
The paved access adjacent to the site entrance will be inspected daily and swept as
necessary to remove any excess mud, dirt, or rock tracked from the site. The job site
superintendent will be responsible for seeing that these procedures are followed.
Dairy Queen
Belfair Home Center,Belfair,WA
Page 3 of 6
C. PERMANENT EROSION CONTROL AND SITE RESTORATION
All ditches, swales, and exposed soils are to be covered with grass. The contractor shall
ensure all grass has taken root and is healthy before project completion.
The maximum slope allowed on the site at the completion of final grading is to be 2:1.
D. INSPECTION SEQUENCE OF TESC
The following inspection and maintenance practices will be used to maintain erosion and
sediment controls.
1. All control measures will be inspected at least every 7 days and within 24 hours
after any storm event greater than 0.5 inches of rain per 24 hour period.
2. All measures will be maintained in good working order, if repairs are found to be
necessary, they will be initiated within 24 hours of report.
3. Built up sediment will be removed from silt fence when it has reached one-third the
height of the fence.
4. Silt fences will be inspected for output of sediment,tears, etc., to see if the fabric is
securely attached to the fence posts, and to see that the fence posts are securely in
the ground.
5. Temporary and permanent seeding will be inspected for bare spots, washouts, and
healthy growth.
6. The job site superintendent will be responsible for selecting and training the
individuals who will be responsible for these inspections.
7. Personnel selected for the inspection and maintenance responsibilities will receive
training from the job site superintendent. They will be trained in all the inspection
and maintenance practices necessary for keeping the erosion and sediment controls
that are used onsite in good working order.
E. CONTROL OF POLLUTANTS OTHER THAN SEDIMENTS
1. Waste Disposal
All waste materials will be collected and stored in a securely lidded metal dumpster
rented from a local waste management company which must be a solid waste
management company licensed to do business in the State of Washington and
Dairy Queen
Belfair Home Center,Belfair, WA
Page 4 of 6
Mason County. The dumpster will comply with all local and state solid waste
management regulations.
All trash and construction debris from the site will be deposited in the dumpster.
The dumpster will be emptied a minimum of once per week or more often if
necessary, and the trash will be hauled to a landfill approved by Washington State
and the Mason County. No construction waste materials will be buried on site. All
personnel will be instructed regarding the correct procedures for waste disposal.
Notices stating these practices will be posted in the job site construction office
trailer, and the job site superintendent will be responsible for seeing that these
procedures are followed.
2. Sanitary Waste
All sanitary waste will be collected from the portable units a minimum of once per
week by a licensed portable facility provider in complete compliance with local and
state regulations.
3. Hazardous Substances and Hazardous Waste
a. All hazardous waste materials will be disposed in the manner specified by
local, state, and/or federal regulations and by the manufacturer of such
products. The job site superintendent, who will also be responsible for seeing
that these practices are followed, will instruct site personnel in these practices.
Material Safety Data Sheets (MSDS's) for each substance with hazardous
properties that is used on the job site will be obtained and used for the proper
management of potential wastes that may result from these products. An
MSDS will be posted in the immediate area where such product is stored
and/or used and another copy of each MSDS will be maintained at the job site
construction trailer office. Each employee who must handle a substance with
hazardous properties will be instructed on the use of MSDS sheets and the
specific information in the applicable MSDS for the product he/she is using,
particularly regarding spill control techniques.
b. The contractor will train all personnel in the proper cleanup and handling of
spilled materials. No spilled hazardous materials or hazardous wastes will be
allowed to come in contact with stormwater discharges. If such contact
occurs,the stormwater discharge will be contained on site until appropriate
measures in compliance with state and federal regulations are taken to dispose
of such contaminated stormwater. It shall be the responsibility of the job site
superintendent to train all personnel in the proper cleanup and handling of
spilled materials.
Dairy Queen
Belfair Home Center,Belfair,WA
Page 5 of 6
C. Any spills of hazardous materials that are in quantities in excess of Reportable
Quantities as defined by EPA regulations shall be immediately reported to the
EPA National Response Center 1-800-424-8802.
d. In order to minimize the potential for a spill of hazardous materials to come
into contact with stormwater, the following steps will be implemented:
1) All materials with hazardous properties (such as pesticides, petroleum
products, fertilizers, detergents, construction chemicals, acids, paints,
paint solvents, cleaning solvents, additives for soil stabilization, concrete
curing compounds and additives, etc.)will be stored in a secure location,
under cover, when not in use.
2) The minimum practical quantity of all such materials will be kept on the
job site.
3) A spill control and containment kit(containing, for example, an
absorbent such as kitty litter or sawdust, acid neutralizing power,
brooms, dust pans, mops, rags, gloves, goggles, plastic and metal trash
containers, etc.)will be provided at the storage site.
4) All of the product in a container will be used before the container is
disposed of. All such containers will be triple-rinsed with water prior to
disposal. The rinse water used in these containers will be disposed of in
a manner in compliance with state and federal regulations and will not
be allowed to mix with stormwater discharges.
5) All products will be stored in and used from the original container with
the original p roduct label.
�
6) All products will be used in strict compliance with instructions on the
product label.
7) The disposal of excess or used products will be in strict compliance with
instructions on the product label.
4. Contaminated Soils
a. Any contaminated soils (resulting from spills of materials with hazardous
properties)that may result from construction activities will be contained and
cleaned up immediately in accordance with applicable state and federal
regulations.
Dairy Queen
Belfair Home Center,Belfair,WA
Page 6 of 6
b. The job site superintendent will be responsible for seeing that these
procedures are followed.
APPENDIX A-LIST OF FIGURES
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SITE
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N.E. BELFAIR ST.
A PORTION OF THE N.W. 1/4 OF THE
S.E. 1/45 OF SEC. 29, T.W.P. 24 N., R. 1
W., W.M., IN MASON COUNTY,
WASHINGTON
VICINITY MAP
NOT TO SCALE
4
GREEN
1401-1,
- I
Ou
UNIT OF RE T SALESS AREA
00
Demolition and Removal Legend: a. 0+12A RT jl
X SIORM.0
REMOVE EXISTING ASPHALT PAVEMENT(- E
26,500 SF) PROTECT
>
INLET PROTE
REMOVE EXISTING CONCRETE 9"ALK(-1.000 SF) TO BE T
ROM E)OSTING LANDSCAPING(-1.675 SF) (SEE DETAIL t5 -C
400!od RUM EXISTING EXTRUDED CURB(�500 LF SF) is 3:
APPROIOMATE LIMITS OF RE-DEVELOPMENT .r_= I Assumed
A. I,/ 68MH F (SEE NOTE 7)
;��•':.f' / RIM r K
EX CLEAN WT(Ty') 3838
PROTECT AND
NOTE, Scale: I"=20'
STATIONING PROVIDED FROM
! ,�� f�/ IN \ SITE STATIONING BEGINNING AT
20 0 20 40
1/4114 SECTION CORNER
Scale in Feet
3.1
CC*
;80.EIFREMOVED
TRUE VALUE
LIMIT OF
EXISTING EPJNG ML
UX ST�UCTION NO r . . 1
42,207 71 Sq.Ft. LEAVE PROPER'W BOUND
BLDG.HOT.11151 Ft.
T PROPERIEASEMENT
E)(STING BULLING To BE REMOVED EX Q0NC*ETE
(TO BE
EX STORM BRAIN • T
PROTECT AND RETAIN
WUET PROTECTION STRUCTION EX WA METER(TYP.) NOTES:
TO BE PROVIDED DURING
CON (TYP)
1. TESC MEASURES AND EIMPS SHOWN ON THESE PLANS ASSUME
SEE DETAIL SNEU 5)
GRADIING To OCCUR DURING DRY CONSTRUCTION SEASON.IF GRADING
< Ilia
AND CONSTRUCTION IS TO OCCUR BETWEEN THE PERIOD OF OCTOBER
to 41 PROTEC/AND RETAIN 1ST THROUGH APRIL 30TH.ADDITIONAL TESC MEASURES WILL BE
IN REMOVE EXISTING ASPH IT REQUIRED TO COMPLY WITH KITSAP COUNTY AND WASHINGTON
Qj FOR MINOR REGRADING z DEPARTMENT OF ECOLOGY STANDARDS FOR WATER QUALITY.AT ALL
INSTALLA71ON OF NEW Aq. A"T TIMES WHILE THIS SITE IS UNDER CONSTRUCTION,THE CONTRACTOR
AIM
EXTRUDED CURB AND It IS RESPONSIBLE TO ENSURE WATER QUALITY STANDARDS ARE MET.
RUM TO ALL NOTES REGARDING WATER QUALITY.
BOUNDARIES ARE SHOWN.
2. ALL KNOWN FUEL STORAGE TANKS WITHIN IW OF PROJECT
UNIT OF DEVELO�A ENT (16
3. APPROXIMATE LOCATIONS OF EXISTING WELTS,SANITARY
SEWER SYSTEMS,SEPTIC TANKS AND/OR DRAINFIELDS SHOWN.
L
4. THE LOCATION OF UNDERGROUND UTILITIES ARE NOT SHOWN
OR ARE SHOWN IN APPROXIMATE LOCATIONS ONLY BASED
UPON TIES TO SURFACE STRUCTURES.BEFORE ANY CONSTRUCTION
Aft
ACTIVITIES OCCUR IT WILL BE NECESSARY TO CONTACT THE
aX EXT110 CURB LOCAL LOCATE SERVICE FOR UTILITY LOCATIONS.
• ;20.1 BE
w REMOVED 5. VERTICAL DATUM IS BASED UPON THE MEASURED INVERT
w 0 R.EVA-nON OF SANITARY SEWER MANHOLE F-1(ELEVATION
38.88).SEE PLAN AND PROFILE OF THE OLD BELFAIR
AREA 70 IKE STA. HIGHWAY SEGMENT F GRAVITY SEWER BY CH2M HILL.DATED
+00
EX ASPHALT TO BE USED
6. ALL DEBRIS MUST BE DISPOSED OF OFF SITE AT AN APPROVED DISPOSAL
CONSTRUCTION EN LOCATION.SEE PAVEMENT PLAN FOR EXTENT OF ASPHALT DEMOLITION.
cli iV..E)MNG ASPHALT FORcy�
Cq SMOOTH TRANSITIO END-Miff SA 7. SEE SHEET 7 FOR CONSTRUCTON ORDER FOR T.E.S.C.
------Z_ STA.*10+ .36 T 4T/
& CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY
Cl) 0 PURVEYOR PRIOR TO REMOVAL OR ABANDONMENT OF EXISTING
U71UTIES M SITE
61
0
316.37'(349'±B.L.A.) LIMIT OF RE-DEVEL7ENT NOTE,
7-F 1 W— EX UTLITY COVER UFECTEO BY NEW ASPHALT
w " w w W w W W W S 70 RETMIIED AND FACIECTED
0) GAS GAS—GAS—GAS—GAS S GAS—GAS GAS—1 N.W.1/4,S.E.1/4
2+50 COVER TO BE RAW 70 FMM GRADE
.0 I,-M /
N891 '7-1
'061 t SS ss Ss SS—.-.-�+ -—-—-—---- -—-—-—-
SS S,_ —
0 CTS ,s SSMH 1
1: __ if
C14 RELFAIR STREET '\4, al Mo*11i'6!,-, NOTE
/T E
.0 ::-PT—T—T __(40�QEEDAIGH�QE_W&Y) BEGIN SITE STATIONING
CL P I-- __jAS,KR_&F.N.�V%96)p T=-P T, STA.10-�'00 THE LOCATION OF ALL E)O!STING; UNDERGROUND UTILITIES IS
AT S.E.CORNER N.W. SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR
E 1/4,S.E.1/4 ER N.W. 0 f SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
0 RIM UTIUTIES BEFORE COMMENCING WORK. HE AGREES TO BE
SSMH46 FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
z 44
IE-S'PVCC 37.4 MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UnLMES.
C:) CALL 48 HOURS
BEFORE YOU DIG
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w REVISIONS BY DATE EXISTING CONDITION TESC&DEMOLITION PLAN FOR: First Olympics Holding,LLC SCALE' AS SHOWN
3 —— N.L.01son&Associata Inc. ME
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0 NO. DATE BY I DESCRIPTION DESIGNED MHB %�& DAIRY QUEEN,BELFAIR HOME CENTER Attn:Chris Reamer DATE- J-25,2012
(Tr .—— ,
DRAWN MHB _ F,qin,er'n, Plarr-iricl ow: Sut%r!Nirv, 3791 Belfair Street,Belfair,WA. P.O.Box 997
DRAWING NUMBER
04ECKED Site Development Permit Gig Harbor,WA 98335 117730—
APPROVED (360)876-2254 MAL A PORTION OF THE N.W.1/4 OF THE S.E.1/4,OF SEC.29, 253 405 4414 406952
ACCEPTED 2453 Be&d AWrw%P.O.B"637,Part Orchard,WA 98366
T.W.P.24 N.,R.I W.,W.M., IN MASON COUNTY,WASHINGTON s7HEEr 2 OF 10
Aw
J `�• I( j� _1 PROPOSED SOLID W STEQ7 II
i SEE DETAIL ON SHFET 7 E•O
GREEW ppp�rpg� SEE
SIZE H eE �1Ru er owr�ER) m
'T HOUSE
�HATCH PAVEMEN :u I I r.
•.,gip. I -____.SEE WSDOT STANDN�USPLAN M-24.6G-03 ! ry I
Y COMPACTED DEPTH, DF / 1
7
:�•1• � SALES A4 1 1 �
HNA 1/Y(PG 58-22) - NOTEPRBEERNIPc(. �- I 460 I ��
2'C.S.T.C. LIRf1AIRE REPLACEMENT BY OTERS ".•.I SEE DETAa GN SHEET 7 -o_-' •10+1 RT
COMPACTED DEPTH .1, ------ _�___ - 1 I 1 ~
II IfI
6'BASE COURSE- +_ '--;A.11+579t 3D9.40 RT +I _____ _
COMPACTED DEPTH ; PROPOSED WHEEL STOP(TYP. I I I a>
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•. SEE DETAIL ON SHEET 7
PROPOSED CURBCUT1 R2S' 11 ACES (�•g I4...• 1 ( I D
V WIDE MIN
TYPICAL ASPHALT SECTION SEE DETAIL ON SHEET 7 E N ( ) U 16.5'` I 1
NOT TO SCALE - L.._i '�' -� '
,IY•..
Assumed
=" 1J 5 I (SEE NOTE 7)
1-t/2'R '��',r• ; ' SSMHE
6'EXTRUDEDI I : 91
2-1/2" 1' CONC WRB TYP. PROPOSED EXTRUDED d1RB TP. �°* t SIDEWALK RAMP TYPE P •• •°� 3 it0'P 06.66
( ) ( ) STA:1Q+91.9G,269.14 A
(TTP•) SEE DETAIL ON SHEET 7 / ;, S Scale: I"=20'
20 o 20 40
1'(TYP.) .;.�.: ° STN10+11154,251.93 RT--- (, Nam'
•,1 r • / • x I yam' STATIONING PROvTDE'D FROM
SITE STATIONING BEGINNING AT
PRE NSCAK BY
1/41/4 SECTION CORNER Scale in Feet
OTTERS(TT'P) 44.5'
t. , Malloutt9C OUR
B AND GUTTER
L• , SEE DETAIL SHEET 7) PROPOSED a y`
TYPICAL ASPHALT SE }k 1 DAIRY WEfltt LANDSCAPING(TYP)
(SE DETAIL THIS SHEET) •> ` , i � LOCATION
� " (Br OTHERS) 1 \\
50.75
PLASTIC LANE USE ARROWS, r 1jT •.'� I d„' / /
SEE WSDOT STANDARD PLAN t C�
CONCRETE CURB CUT DETAIL M-24.20-01(TYP.) 1 ` ,2 1 PRGPoSID EXTRUDEDURB C (TYP.) /
NOT TO SCALE TRUE VALUE r + 1' SFE DETAIL ON SHEETNI�
Y /
EXISTING BUILDING i NEW CONSTTtF1CTNIN NO /
4Z.202.7t Sq.Ft 1. 24.60' r 20' 24' 20' '1 I� I\\\ ��PRI /
3/6' BLDG.HOT.185i Ft. E r k \\\\\ 1HWT ItI20PElt`EASEVENT /
3/6'TO 1/2'R PROP06FD am CUT i d' CONCRETE FLAT WORK \ /
SEE DETAIL ON SHEET 7 r " (SEE ARCHITECTS PLANS) \V► /
_ a. t. -•,. r
:° 1 STA 10+80.00.177.63 RT ,Q1TDUgt:SEAIIIG,:•� ;'' EX WA METER(TYP.)
1 I /
I1.�''.� � •+.+ : � E sloEw RAMP TYPE 2
Q PROPOSED ASPHALT PAVEMENT(TYP.), , Qy, �)8i STA.10+ 11,152.40 RT /
(SEE DETAIL THIS SH__ SIGNS /
L , (BY 0 S)
r PREtioEDED JUNT PILLER y% r /., ✓� , /
N EXPANSION JOINT R25' 4 ACES T
2 ,1
SECTION ~ /
N ( DETAIL.SHEET 5) 1' i PROPOSED VAN ACCESSIBLE ADA
N _ PARKING SPACE(TYP.)
NOTE1 1 4 k
3 0011OR1E CM�9r AN010� ;R2s
To EIGSt s PAVDOR BY USM
-0 AD ESNE I[Enlc THE fEtXIIRlEN1S
10' OF W.SAO.T.9211 FOR TYPE 1 ."yW'. ,. . I 9' •, I I /
EPDXY HE9l 24.5'f , 7 N (TYP.) /
Lu
= x-t/Y }S-{- 2-t/Y pnrtlprp
i NMAEIE aFB I.
1 C.Ta, 05 a •'va .'.1 /
t—t/x'R PROPOSED VAN ACCESSIBLE ADA
- PARKING SPACE(TYP.) 1 12 SPA m_� ••' e D�480(f SANWT
d H m -_- STN 10+62(18 T7.05 R�f \Q/
J tR 1' f SEE DETAILS ON SHEET 7 ' S
00
rcarACTmOEPBt , =lm _�==ls=-�= /
Nu t/Y(PO 50-22)
`H• SA ASPHALT
(`7CATA I EXTRUDED CURB /
CV 4'CMPACIED D" N (SEE DETAIL THIS SHEET)
&W OMASE ,` $ END••331LF SA
SU t r 4� /
Cl) EXTRUDED CONCRETE CURB DEDETAIL (� s a SPACES
i I �v
i
--...._ `
1 i t i
VARIES 5 w. 310.37(349't B.LA) _ -_ - e / / NOTE
,tpE,T I EX UTILITY COVER EFFECTS)BY NEW ASPHALT
tT —W w w w w --- w w w._._.._..-W W--W—• S.E CORNER I / TO RETAINED AND PROTECTED
C y COWACTED DEPTK 7(--AILON TINS 9FE1) —GAS--GAS— GAS--GAS—GAS—GAS—GAS—GASCAS— COVER TO BE RASED TO FlNISHED GRADE
NIA t/x•(PG StFx2) faC2N1.4AW'1.4 2+50 CAS �5N.W.1/4.S.E 1/402'OtlPACIFD OFP1Nan/ �y,497,i1gW CaTC 400.00- ------_�'_—_-----------------------ss ss- ��pp 17MH TNOTE
N SS55SS SS55 SS��°'�"' BEL.FAIR STREET \ IE A85G —
a E4 PVC=sr.� /
_�, —.•T. —'—• —•— —T_—T_—r i_—r—T—T—(�D'l��I(RJ7, WA _ _ `fit` BEGINSTA:'SITE STATIONING /
THE APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES
-P P a P P r, r ATAt0+00 ARE SHOWN ON THE PLANS. T IS THE CONTRACTOR'S RESPONSI-
,.n:•�.: •.'n P—(A9'PHR-A:F.k-209986)r AT SE CORNER N.W. I
�' /' `� •�'`�'`�'� '� � '� a /' BILITY TO DETERMINE THE LOCAITON OF DQS ING UTILITIES PRIOR
0 ° ° °O ��2 J/II'DPAMM JOIN �,PS 1/4,S.E 1/4 �q I TO COMMENCING WORK.THE CONTRACTOR SHALL BE REPONSIBLE
/�v/fi•�' �• •�• (��AL am�� .9 \�SSFBf a / FOR DAMAGES THAT MIGHT BE OCCASIONED BY THE CONTRACTOR'S
to 0PAN"JOIN w aC T S �9 4irr� / / FAILURE TO LOCATE, PRESERVE AND PROTECT UNDERGROUND
CD CWAM DEPTH CONTROL JOM15 5 0.0
O
MONOLITHIC CONCRETE CURB AND SIDEWALK DETAIL CALL 48 HOURS
r WYTInTAM BEFORE YOU DIG
U 831
wZOO SCALE: AS SHOWN
w REVISIONS BY DATE FOR: First Olympics Holding,LLC
A
SITE PLAN DATE: ,.25,2012
O NO. DATE BY tDESCRIPTION DESIGNED MHB /NAIRY QUEEN,BELFAIR HOME CENTER Attn:Chris Reamer
DRAWN MHB N.L.Olson&Associates,Inc.InC Q P O Bo11997 DRAWING NUMBER
E-c ur-erin•:;, PI:Trr-inq ow: Sure im: ri9ro BelfairStree Belfair,WA.
a r , eDXrs° 117730—
�PRo�D (3sD)976-2za4 �oxneAL� Site Development Permit Gig 406953
j A PORTION OF THE N.W.1/4 OF THE S.E.1/4,OF SEC.29, 253 405 4414
ACCEPTED 2453 BeOd Amok P.G.Box EIR,Port Orchard.WA 96366 T.W.P.24 N. R.1 W. W.M. IN MASON COUNTY WASHINGTON SHEET 3 OF 'U