Application & Originals
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APPLICATION FOR
Site Plan Review
CITY OF YELM
PO Box 479
Yelm WA 98597
360-458-3244
OFFICIAL USE ONLY
Fee
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Date Received 5 I
By f!6
File NO.SPQq~ Xd~)
Site Plan Fee:
Mobile Home Parks: $250.00 plus $50.00 per mobile home space
Multi-Family Building/Condominium. $350.00 plus $50 00 per unit
Commercial Site Plan: $350.00 plus $5000 per 1000 sq. ft of gross floor area
Industrial Site Plan: $350.00 plus $150 per acre
(In addition, any professional service charges per Resolution #358)
Site plan review is a process for reviewing the design of certain types of development. Site plan
approval is required for mobile home parks, duplexes, multi-family dwellings, commercial and industrial
uses, planned development districts and for all land uses within the central business district.
J1A.c2.Jc.. ~ 7 c~.cy;:.Q
APPLICANT ~
Mailing Address ..g~::> 5: uJ {Sui-.A. ,)"s.,
City, State and Zip ~~.A Ak1/ ~1L1f:;..f;./9n?
Telephone L::; ()~ /' "2:?/./" C6 5/7
NAME OF PROJECT YE~
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OWNER ~ t:E- a-t..JAJ /NG ~
Mailing Address~ ~ A.J ~ ~ '2:.1 '"trl:
City, State and Zip. /=.1. _~ ,/\ ) .. u~
Telephone ~2 S; .,... ~3.7 '- 2? ,of?
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ENGINEER/ARCHITECT/OTHER
Mailing Address ~ ~ :5 S' u> 5' n!:' 4. tJ ~ #. .L./06
City, State and Zip r-~Tt A.oiD " ~ 912.~ e;
Telephone ~I?-Z;"'- "'Z'20 "" ;t!. s; 17
SUMMARY OF REQUEST
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PROPERTY DESCRIPTION
General Location
Site Address
Section
Assessor's Tax Parcel Number
Full legal description of subject property (attach separate sheet if necessary)
Township
Land Area (acres)
Range
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CITY OF YELM
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CHECKLIST
PLANNER USE ONLY
Checked by Date
ATTACHMENTS:
* Environmental Checklist (including $150 fee)
* Mail labels (8 % X 11 sheet) of Owners of Property
within 300 feet (include Assessor's Tax Parcel Numbers and map.)
Vicinity map (8 % X 11) showing nearby property, streets, land uses,
streams and other features.
Copy of any covenants or restrictions that will apply
Grading plan for cuts and fills over 100 cubic yards.
Eight copies of Site Plan at a scale not less than one inch
for fifty feet, showing'
*
*
*
*
1 Datum, north arrow, date and scale.
2. The location of all existing and proposed structures,
including, but not limited to, buildings, fences, culverts,
bridges, roads and streets on the subject property
3 Wells and underground storage tanks, within 200' of
property
4 The boundaries of the property proposed to be developed
5. All proposed and existing buildings and setback lines.
6. All areas, if any, to be preserved as buffers or to be
dedicated to a public, private or community use or for open
space under the provisions of this or any other city ordinance,
information regarding percentage of area covered, locations
and general types of landscaping.
7 Conceptual Landscape Plan.
8 All existing and proposed easements.
9 The locations of all existing and proposed utility structures
and lines.
10 A preliminary storm water drainage systems report and
layout for existing and proposed structures.
11 All means of vehicular and pedestrian ingress and egress
at the site and the size and location of driveways, streets,
and roads.
12. The location and design of off-street parking areas showing
their size and locations of internal circulation and
parking spaces.
13 The location of all loading spaces, including, but not limited to,
truck loading platforms and loading docks.
14 Location and area, in square feet, of all signs.
15 Topographic map or maps which delineate contours,
both existing and proposed, at intervals of two feet, and
which locate existing lakes, streams and forested areas,
(or 5 foot if> 5%.)
*
A reduced size copy of the site plan not larger than 11 "X17"
Tree and Vegetation Preservation Plan, per section 14 16.110
Design Guidelines Check-list.
*
*
CITY OF YELM
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Submitted
Missing
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TILAND / SCHMIDT
ARCHITECTS, P C
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City of Yelm
Application for Site Plan Review
for
The Proposed Safeway Store No. 1619
Yelm Avenue East and Vancil Road
Yelm, Washington
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City of Yelm Environmental Checklist (SEP A)
Site Plan Review Drawings
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Traffic Impact Analysis: Heffron Transportation
Level of Service Analysis: Heffron Transportation
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Overhead Distribution System Relocation Options
Puget Sound Energy
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Drainage and Erosion Control Report
Geotechnical Engineering Study: Earth Consultants, Inc.
Drainage Calculations
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Information Provided by Washington Department of Ecology
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Phase One: Environmental Site Assessment:
Hahn and Associates, Inc.
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Good Faith Asbestos and Lead Survey:
Pacific Rim Environmental, Inc.
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Pre-Application Notes from Tiland / Schmidt Architects, PC
and the City of Yelm
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333 S W FIFTH AVENUE, SUITE 406
(503) 220-8517
PORTLAND, OREGON 97204
FAX (503) 220-8518
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To Seattle
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Area Key Map
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SllENOTES-
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SITE JS IOMED 'C-l" (COWWERClAl. 0IS1RlCT 1).
ZONING ,l.,GENCY,
O'TYOFYELJ.l
Pl..AHt4lNC OO>A.Iltuon
I~ '\"EJ.Jol A'<VlUE llIE'5T
P.O. BOX <1711
YW, W... 88597
(~) 4S&-8<<l!1
SE:TaMXS,
aJRR(h'T s(l8A0< R(OJIROlOflS stJUCT TO SITE I"U.N ~W.
CURROIlSETBAO<$WAYOlf"fEJtFRO/.l1HOS(INEFFrCTOlJRltfG
OESIQl(CONSTRUCnQN OF" o:tS1lN<l IIoIPf!OVEJ,jEN1'S.
FUlCO ZONE: .
THIS SIT[ ",PP(AAS ON NAT\(llIIAl... FLOOD INSURAHCE R...Tt WA.P. OAlUl
OCCEli9ER 1, 1982. ca.lWUHlTY PANEl... NO.5J018803MC, AHa IS Sl'lVATED
\H IlJl'lt .c. ~ or WOOW"l.. f\.~
BUJlIIlGS:
BASED ON WJ..SHlNQ'T'Ctol STATE Pl..JoNE COORDiHATES/SOUTH ZONE.
'otRTlCALO"'1V"';
BASEO ON an' OF ltlJroI OATlJW. SEE OIlA'MNC FOR SITE 8OlCHWAAKS.
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PNlCELS A 6: B .. 446.'40 SQlJAAE f'tEi OR to.2ea3 ACRES %.
PARea C _ ~~ SOJ..aRE FEET OR l.~ ACRES :1:.
TOTIU. SIT( CQHT..,HS ~12,22$ SQUAll( FUT OR 11.7$OJ ACRES :to
SUllSTllUClUftES;
auRIEll UnuTlES ,I,R[ g;()lIIN AS INllICATDl ON RECOROS NAPS MH\SHE'O
Q'fO~ERS MIll 1otRlflEI)~ l'OSSll!l.E 8'l'mllJll(SU:x:~:lUlftol1\iE.
FlELO. lIE ASSUWE NO UAIIlU'N FUR lH( ACO.JAACY Of" '!HOSE RECORDS.
FOR tHE FiH-'t. lOCAlION OF [)aSl'IMC U1lJTlES IN AAOS CRIl1CAt TO
OE;:SIQI CONTACT lWE UTJ..ITY 0'llNER/ACD<<:'Y.
DESCRll"TlCH: PARCElS A I; 8 ("ffiAHSNA1ION mu flEJ>ORT)
PARCELS A AW) 8 Of" $HOllT 9JEIDl'.GOll HVWEIER 5S-fi42 RECOfl'OfD IN
\U.ut.l(7()f"91ORT~PACESeaTJ4lOOQlf7"'~
~tAAI8Ell:'0'l;47).
SI'I\JAU: IN 1WE t:a.Jrm' OF TMllftSTON, $TATE OF WASHlHG'1'O'l.
1\'Tl.E REPORT JlEFDlENO::
lHlS SJlIjEy WAS COfrClUCTED IoCXXlRDlNG 10 nE A9CM: DE$CRP'llON.
Fl.lllNSHED 8Y lRAHSNAllON TIlLE fotSlJRANCf: C()IPAHY, CONnon NO.
17-2Olt07. DA11D sa>ro&R a. '.7. 1M[ EASDlEHT'S SHOWlH OR NOnD
H[Il[(;W AEl.ATE TO TH5 CCltAfTMD(J.
HOlE: EASE'YENTS al(AttD OR AESQIClD) Af'1El' THIS OAT[ ARE NOT
~ OR HOttn I1[R[tltl
1t1l[ RD"ORT SCKIX.U: B fXCO'11ONS: (OO....I1WENT NO. ;7-2OIlI7)
5. AU. CO\IENAHlS. ctIOTIOHS. 1l(S'TRlCTl0NS., IlESOlVAlIONS,
E.l5DIDlTS OR OntER S[R'tI\TUXS, F AHY, IltSCl.OSED 8Y SH(IlT
SLl80MSlClH /IIUIIlll(R SS-:Ill2 AS II[lXlA()Q) lJNDER AEClR)ING HIM8GI
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RIGKlS OR' IIOIUl1S, F" AHY, INCH WAY BE 0lSCL0SED BY TI-oE
1lECXlRDED000000000000S)A8O'o'tAfFtCllMOLAHOOl./TSIOE:1Mt
8ClUNDARY lXSl::RIIlIED IN SCHEOOU: A.
II AU. 00'0BIANTS, CClfOlKlN$.IlES'TRICllONS.-4lESERVATIC>>($,
EASEWDiT$ OR onp SER"'na:5. IF" ANY,-t:ISO..OSED BY SHOAT
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EAST t.JE: OF THE VAHCl(. ROAD NlO 1HE SOlJlH UN( Of M SOOTH'fIIEST
QIJ.unnr OF TH(/IICIf1MU.STQlJAIfltR Of THE HOlllK:AST QlJNnEIt; lliENCE
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~l\UtSlt)NCOl.IfTY, w.A$ilNCTm
nllE REPOAT RE:f'EREHa::
'MS SUt~ 'IUS CQHOuC"lED A.OCOROlHG TO t\€ MO~ ~,
fUIMSHtD BY AItIIERlCAN ntu; lN$URAHCE COlIlPAHT OF THURSTON ca"HY,
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DAltD 0CTtl8[R 21. 1117. tHE EASEt.IEN~ SHO'IlN ~ HOW HEREON RUAlE
10 'MS ~l.
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mu: REPORT Sl::tEIllLE B EXC:EP1'lCJoIS: (COWIIlI'lWDn NO. f.3<4$1)
ACIUYENT AND 1Ji[ TERWS NIt) CXlJClf1lOHS tHEREOf
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DATED: SEPlDleER '4, 1to4
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YELM SAFEWAY (STORE
NE 1/4, SECTION 30, TOWNSHIP 17
DRAWING INDEX
DRAWING NAME
TITLE, VICINITY MAP
GENERAL NOTES
YELM AVENUE EAST TOPOGRAPHY
YELM AVENUE EAST IMPROVEMENTS
(STA 0+00 TO 5+00)
YELM AVENUE EAST IMPROVEMENTS
(STA 5+00 TO 11+00)
YELM AVENUE EAST DETAILS
VANCIL ROAD TOPOGRAPHY
VANCIL ROAD IMPROVEMENTS
(STA 0+00 TO 5+00)
VANCIL ROAD IMPROVEMENTS
(STA 5+00 TO 11 +00)
VANCIL ROAD DETAILS
GRADING, DRAINAGE & DETAILS
SANITARY SEWER PLAN AND DETAILS
WATER SYSTEM AND DETAILS
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SHEET NUMBER
1 OF 13
2 OF 13
VANCIL ROAD IIf'ROVOlENTS
ST A l>+OO TO ~
TOPOGRAPHY (SHEET 7j
PLAN & PllOFILES (SHEET 8
DETAILS (SHEET 10
3 OF 13
4 OF 13
5 OF 13
6 OF 13
7 OF 13
8 OF 13
9 OF 13
VANCIL ROAD IIFROVEMENTS
STA ~ TO IltOO
TOPOGRAPHY 1!rET 7j
PlAN & PllOFILES SHEET 8
DETAILS (ET 10
10 OF 13
11 OF 13
12 OF 13
13 OF 13
NO 1619)
N, RANGE 3 E
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"~~ ~~U AVENUE EAST 1
" ,T~ TO 11+00 lI'ROVEUENTS
~.... ....~~,t,.::1.'~ 11:!!i !I
"
SITE AllORESS, SAFEWAY STORE NO,
111 YELU AVENUE EAST
YELU, WASH I NGTON 98022
LfGAl DESCRIPTION.
DESCRIPTION: PAJlC[L A & B (TRANSNAlION TITLE REPORT)
PAJlC[LS A AND B OF SHORT SUBOIVfSION NLWER 55-642 RECORDEO IN
Rl:CORDING IlMlER 1017473,
SITUATE IN THE COUNTY THURSTON, STATE OF WASHINGTON,
~~~~+~ J~L~~~~+ ~~+~Noi'+~~ ~~nST OOARTER OF
THE NORTHEAST OOARTER OF SECT ION 30 TOONSHIP 17 NORTH. RANG( 2 EAST
W,U, DESCRIBED AS FOLLONS
BEGINNING AT THE INTERSECTION OF THE SOUTHERLY BOUNDARY OF THE YELU-
BALO HILL ROAD ANO THE EAST BOUNDARY ON VANCIL ROAD; THENC[
SOUTHEASTERLY ALONG THE YELIoI-BALD HILL ROAD 344 FEET, THENCE
SOOTtN/ESTERLY 385 FEET, lo<<lRE OR LESS TO THE INTERSECTION OF THE
EAST LINE OF THE VANCIL ROAD ANO THE SOUTH LINE OF THE SOUTfNlEST
OOARTER OF THE NORTHEAST OOARTER OF THE NORTHEAST QUARTER THENCE
ALONG THE EAST LINE OF THE VANCIL ROAD 476 FEET lo<<lRE OR LESS, TO
THE POINT OF BEGINNING,
IN THURSTON COUNTY WASHINGTON,
~
BASED ON WASH I NGTON ST ATE PLAN COORD I NATES/SOUTH ZONE
VERT I CAt. DA TW'
BASED ON CITY OF YELN DATW, SEE DRAWINGS FOR SITE BE~S,
ldlEA;,
PAJlC[LS A & B = 446,940 SOUARE FEET OR 10 26 ACRES
PAJlC[L C = 65,285 SQUARE FEET OR I ,SO ACRES
TOTAL SITE CONTAINS 512.225 SQUARE fEET OR II 76 ACRES
ZONING fL ASS I fI CATION'
C-I CCUlERCIAL DISTRICT)
ZON I NG AGfNCY '
CI TY OF YELM
PLANNING DEPARTNENT
105 YELU AVENUE EAST
P ,0, BOX 479
m~1 :~~
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TITLE
Job No.
98R15
I FOR SITE REV I EW ~Sheet No.
MAY 5. 1998 1 OF 13
. .
APPROVED FOR CONSTRUCTION
PRElIMINARY ONLY.!!
"
i!
BY.
DIRECTOR ~ PUBLIC YOlKS
DATE,
APPROVAL
EXPIRES,
=gmeer'. Seal
PRINTED
HAY 0 8 1998
AHRENGINEERS
YELM
(STORE
NO
SAFEWAY
GENERAl NOTES
ALL \\ORK SHALL BE IN CONFORMANCE WITH CITY OF YEL~ STANDARDS AND
IN ACCORDANCE WITH THE "1996 STANDARD SPECIFICATIONS FOR ROAD. BRIDGE
AND MUNICIPAL CONSTRL.K:TION- AS JOINTLY ADOPTED BY WASHINGTON STATE
DEPART~ENT OF TRANSPORTATION AND AMERICAN PUBLIC v.oRKS ASSOCIATION
(WASHINGTON STATE CHAPTER). AND ALL \\ORK >.lUST CONFORN TO THE LATEST
ADOPTED ADDITION OF THE UNIFORN BUILDING COIlE
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-cALL
(1-800-424-5555) AND THE CITY fOR UTILITY LOCATIONS (WATER, SANITARY SEWER,
STORIA SEWER GAS !'(MER, TELEPIiONE AND TELEVISION)
THE CONTRACTOR SHALL llEET AlL TRENCH SAFETY REQUIREt.lENTS OF COUNTY
STATE AND FED~RAL LAW AND SHALL BE RESPONSIBLE FOR IIAINTAINING TRENCH
SAFETY llEASURES THROUGHOUT THE PROJECT
AlL CONSTRUCTION SURVEYING FOR EXTENSION OF CITY UTILITIES SHALL BE
DONE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR A LICENSED
PROFESSiONAl CIVIL ENGINEER LICENSED BY THE STATE OF WASHINGTON.
NO SURVEY lOUlENTS SHAlL BE REI.<<lVED WITHOUT AUTHORIZATION PER
WAC 332-120
A CCPY OF THESE APPllOVED PlANS lAIST BE ON THE JOB SITE MiENEVER
CONSTRUCTION IS IN PROGRESS.
lIlORKING HOURS SHALL BE LI~ITED TO 7:00 A.W. TO 5:00 P.W. WEEKDAYS UNlESS
OTHERWISE AUTtOll2ED BY THE CITY
THE RlloI ELEVATIONS OF THE STREET CENTERLINE lOUlENTS WITHIN PLATS
ARE TO BE TIED TO THE CITY'S VERTiCAl DATlAI AND ELEVATIONS SHOIM/ IN THE
AS-QIILT DRAWINGS.
IT IS THE RESPONSIBILITY OF THE APPLICANT OR WIS,lHER ASSIGNEES TO NOTIFY
THE CITY ENGINEER AT THE COIf>LETION OF EACH PHASE OF lIlORK FOR
ARRANGaotENT OF INSPECTION SCHEDULE PRIOR TO PROCEEDING TO THE NEXT
PHASE THE CITY ENGINEER'S OFFICE IIAY BE REACHED BY DiAliNG (360)458-8499
AN'! REV I S I OIlS TO THESE PLANS lAIST BE REV I EWED AND APPROVED BY THE
DEPARTIlENT OF PUBliC v.oRKS PRIOR TO AN'! IWPLEllENTATlON IN THE FIELD
TRUCK HAUl ROUTES ARE TO BE PREAPPROVED BY THE CITY BEFORE
CONSTRUCT ION IS AlLC1t/ED TO ctt.IIENCE
NOTIFY THE CITY AT LEAST 4B HOURS BEFORE CONSTRUCTION IS STARTED AND
BEFORE AN'! EXPOSURE OR pOSSIBLE DISTURBANCE OF UTILITIES INCLUDING
STORIA DRAINAGE FACILITIES.
EXISTING TRAFFIC ON ALL ROADS TO BE IIAINTAINED AT ALL TIllES. ONE LANE OF
TRAFFIC TO BE KEPT OPEN AT AlL TIllES. TRAFFIC CONTROl PLAN TO BE
APPllOVED BY CITY ENGINEER BEFORE CONSTRUCTION. WINIt.U.f TillE OF NOTICE
FOR ACCESS CLOSURE SHAlL BE 24 HOURS. fUlL ROAD CLOSURES REQUIRE A
loIINIt.U.f OF fiVE llllRKING DAYS NOTICE. CONTRACTOR RESPONSIBLE FOR GIVING
NOT ICE.
DURING CONSTRUCTION. CONTRACTOR SHAlL BE REQUIRED TO CONTROl ON-SITE
STORIA WATER RUNOfF BY USING TEloPORAIIY EROSION/SILTATION CONTROl
PROCEDURES MiERE NECESSARY. NO SEDllotENT lADEN STORIA WATER SHAlL BE
ALLC1t/ED TO DISCHARGE INTO THE CITY'S STORIA DRAINAGE SYSTEM OR ONTO
ADJACENT PROPERTIES. NO STORIA DRAINAGt: OR GRIllHl WATER WILL BE
ALLCMED INTO THE SANITARY SEWER SYSTEM.
IT SHAlL BE THE orH:R'S RESPONSIBILITY TO HYDROSEED AlL SlOPES THAT
BECAUSE OF ClEAR I NG AN GRUBB I NG OR GRAD lNG, ENO UP DEVO I 0 OF
LANDSCAPING NlD/OR NATURAl VEGETATION TO PREVENT EROO I Il1.E CONDITIONS,
ESPEC I ALLY POND EIoIlANKIIENTS.
DlflING CONSTRUCTION, AlL STREETS ADJACENT TO THIS PROJECT SHAlL BE
KEPT ClEAN OF AlLIlATERIAl DEpOSITS RESUlTING fROll ON-SITE CONSTRUCTION,
AS 0 I RECTED BY THE CITY THE CONTRACTOR SHAlL ALSO TAKE STEPS TO
CONTROl OUST ON THE SITE
IT SHAlL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERllINE THE TRUE
ELEVATIONS NlD LOCATION OF UTILITIES SO AS TO AVOID IlAIlAG( OR DISTURBANCE
Dlfll NG CONSTRUCT ION.
CONTRACTOR SHAlL NOTIFY ENGINEER IN THE EVENT OR DISCOVERY OF POOR
SOILS, STNlDING GROlJNOWATER OR DISCREPANCIES fROll PlANS IN EXISTING
CONDITIONS.
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY
COoPANIES IN OROER TO ASSUlE THAT ALL LINES. PIPES, POlES NlD OTHER
APPUlTENANCES ARE PROPERLY LOCATED NlD Tlf:IR INSTALLATION IS
COORDINATED WITH CONSTRuCTION. ALL UTILITY RELOCATION llORK SHAlL BE AT
THE EXPENSE OF TIf: CONTRACTOR 'AND lAIST BE IN ACCORDANCE WITH
STANDARDS ADOPTED BY THE CITY PRIOR TO ACCEPTANCE. CONTRACTOR SHAlL
BE RESPONSIBLE fOR RELOCATING ANY EXISTING UTILITIES THAT WILL BE IN
CONFLICT WITH NEW fACILITIES. THIS WllUlD INClUDE ALLloIlNl1UI SEPARATION
REQUIROIENTS BENtEN UTILITIES SUCH AS loIlNl1UI SEPARATION BETWEEN
WATER AND SANITARY SEWERS AS REQUIRED BY THE STATE. ALSO, CONTRACTOR
SHAlL BE RESPONSIBLE fOR RELOCATING ANY EXISTING UTILITIES THAT, AS
RESUlT OF SETTING fiNAl GRADE, LOSE TtElR IIINIIUI REQUIRED COVER.
ELECTRIC ANll TELEPHONE LINES SHAlL BE IN A TRENCH WITH A loIlNl1UI
~:~W~E~ARATlON fROll OTHER UTIliTIES (SEWER, WATER, STORIA)
ALL IXMNSPOUTS SHAlL BE 0 I RECTEO INTO TIf: STORlI DRA I NAGE SYSTEIoI.
DOlIllSPOIJTS ANll FOOTING DRAINS Sl<<lUlD BE TlGHT-LINED NllAY FROII
BUILDING PRIOR TO BEING COHNECTED.
ALL CONNECTIONS OF PlASTIC PIPE TO IlANilllES ANll CATCH BASINS SHAlL BE
IlAllE BY US I NG GPK IlANilllE ADAPTERS. OR APPllOVED EQUAl. AC ADAPTERS
WILL NOT BE AlLC1t/ED.
BEOOING fOR PlASTIC DRAIN PIPE SHAlL BE GRAIlEL AS SPECIFIED IN SECTION
9-03.12(3) OR SECTION !Hl3.16 Of STANllARO SPECIFICATIONS A WINIt.U.f B INCHES
lHlER T6 6 INCHES loIlNllUI OVER PIPE. BEDDING fOR PlASTIC SANITARY SEWER
OR WATER PIPE SHAlL BE GRAIlEL AS SPECIFIED IN SECTION 1Hl3.16,
SELECT TRENCH BACKFILL IlATERIAL WILL Gt:NERAlLY BE REQUIRED FOR ALL OF
TIf: PROJECT. GRAVEL BASE, AS SPECIFIED IN SECTION ~2 OF TtE STANDARD
SPECIFICATIONS SHAlL BE USED WITHIN IN'AIlED AREAS UNLESS OTtERWISE
DIRECTED BY THE ENGIIEER. CRUSHED SURfACING IlATERIAL SHAlL BE USED AS
lIACKFlLL IHlER ExiSTING PAVED AREAS.
ALL BACKFILL SHAll BE COoPACTEO TO A loIlNl1UI OF lI5lI: Of 1lAX1t.U.f DENSITY
PRIOR APPROVAl OF TIf: PIT FROIIllHlCH fROIIllHlCH TIf: CONTRACTOR
DESIRES TO PROVIDE GRAVEL BASE IlATERIAl IS REQUIRED BY THE ENGINEER.
EXISTING PAVEIotENT SHAll BE CUT WITH AN APPROVED TOOl PRIOR TO RElI)VAL.
RElI)VAL AREA SHAlL BE loIlNl1UI NECESSARY TO INSTALL IlAINS AND SHAlL IN
III CASE EXCEED 50" WIDTH. PAVEloIENT RESTORATION SECTION SHAlL BE 2' OF
ASPHAlT CONCRETE ClASS B OR TO IlATCH ORIGiNAl SURfACE THICKHESS
llHlCHEVER IS GREATER OVER A loIlNl1UI Of .' OFGRUStED SUlFACING TOP
COURSE ,
ASPHALT PAVING SHALL BE PLACED BY APPROVED PAVING W.CHINE TO ACHIEVE
COIf>ACTION AS REQUIRED BY THE SPECIF I CATIONS THE RESTORED SECTION
SHALL EXTEND A UINIIolJU OF 12 INCHES BEYOND EACH SIDE OF TRENCH CUT 00 10
EDGE OF EXISTING PAVEt.lENT MiICHEVER IS LESS ALL JOINTS BETWEEN THE
PATCH AND ORIGINAL PAVEt.lENT SHALL BE PAINTED WITH ASPHAlT EIo<<JLSION
(CS5-I) TACK COAT
COLD I.tIX TEt.l'QRARY PATCHES SHALL BE PLACED UNTIL A PERllANENT PATCH
HAS BEEN PLACED. TEUPORARY PATCHES TO BE WAINTAINED IN SUCH A W>.NNER
AS TO PREVENT TRAFFIC HAZARDS I.OlTlL THE PER\.tANENT PATCH IS PLACED THE
CONTRACTOR SHAlL HAVE 3D DAYS I.OlLESS OTHERWISE AlLC1t/ED BY THE
ENGINEER IN MilCH TO INSTALL A PERIlANENT PATCH. TEt.IPORARY PATCHING TO
BE REWVED AND DISPOSED OF WHEN PERllAHENT PATCH IS PLACED.
PRE LEVEL ANll REPAIR AREAS D_GED BY CONTRACTOR'S OPERATION PRIOR TO
ANY OVERLAY ING.
SIDEWALK. CURB ANll GtlTTER REIoI)VAL ANll REPLACEI.tENT SHAlL BE fULL
SECTION BE_EN EXISTING CONSTRUCTION JOINTS. V LOCKS ARE TO BE
PLACED WITHIN SIDEWALKS AS DIRECTED BY THE CITY IT IS THE CONTRACTOR'S
RESPONSIBILITY TO COORDINATE WITH THE CITY ON THEIR PLACEllENT
IlAINTAIN ALL TEloIPORARY OR PERIlANENT llllRK IN ACCORDANCE WITH SECTION
1-07 13 OF THE SPECifiCATIONS.
THE CONTRACTOR SHAlL INSTALL, REPlACE. OR RELOCATE SIGNS AS AFFECTED BY
CONSTRUCTION. PER TIE CITY'S REQUIREllENTS. ALL STREET SIGNS SHAlL
CONFORIot TO TIE CITY OF YEUI NlD THE LATEST loI.U.T.C.D STANllARDS
ALL REQUIRED LANDSCAPING SHAlL ClH'0RIA WITH CITY OF YEUI
t.lJNlCIPAl CODE, SECTION NO. IB.7D.
LANDSCAPED AREAS - ALL AREAS IN BOTH THE PUBliC RIGHT-OF-wAY ANll ON
PRIVATE PROPERTY WHICH CONTAIN II.tPROVEloIENTS DISTUlBED BY THE
CONSTRUCTION PROCESS WILL BE RESTORED TO A CONDITION EQUAl OR BETTER
THAN ~T EXISTED PRIOR TO CONSTRUCTION. THE RESTORATION WILL INCLUDE
BUT NOT BE lIlo1lTED TO THE FOlLOWING. (SEE THE CITY Of YEUI'S
TEClfjICAl SPECIFICATIONS, DIVISION 700, fOR SEEDING, SOD AND TOPSOIL
REQU I REllENTS )
A. THE TOP THREE (3) INCHES OF LAlOtl OR LANDSCAPED AREAS SHAlL BE TOPSOIL
FOR SOD AND FOUR (4) I NCHES FOR SEED
B. LAlOtl AREAS SHALL BE RE -EST ABlI SHED BY THE USE OF SOD STR I PS OR BY
SEEDING.
C. REPLACEloIENT OF REIIJVED OR DAllAGED TREES AND SHRUBS.
o REPAIRS AND REPLACElAENT TO DAl.tAGED FACILITIES SUCH AS IlAILBOXES,
FENCES. ROCKERIES. CONCRETE NlD ASPHALT DRIVEWAYS, SIDEWALKS CUlB ANll
GUTTERS. BUILDINGS, ETC., INClUDING SAlltUTTING IlAIlAG(D CONCRETE OR
ASPHAlT AREAS BEFORE REPAIR
THE CITY ENGINEER WILL CONSIDER ALTERNATE RESTORATION IlETHOOS UPON
SUIlloIITTAL
UNIIof'ROVED AREAS - AlL AREAS IN BOTH THE PUBLIC RIGHT-OF-WAY ANll ON
PRIVATE PROPERTY MilCH REIlAINS UIIlEVELOPED IN A NATlIlAL STATE NlD ARE
DIST1JRSED BY CONSTRUCTION SHAlL BE RESTORED AS fOlLOWS.
RAKE NlD ROo<<lVE ANY DEBRIS AND HYDROSEED-SEED SEE DIVISION 700 OF THE CITY
OF YEUI'S TEClfjICAl SPECifiCATIONS FOR HYDROSEEDING REQUIROIENTS.
THE CITY ENGINEER WILL CONSIDER ALTERNATE RESTORATION llETHOOS UPON
SUIlloIITTAL
WATER NOTES
DURING WATER LINE DISINFECTION ANll PRESSURE TESTING PROPER CROSS
COHNECTION CONTROl IlEASUlES SHAlL BE TAKEN. AS DIRECTED BY THE CITY
ANY WATER LINE EXTENSION REQUIRED BY TIE FIRE IlARSHAl, FIRE CHIEF, OR
BUILDING OFFICIAL fOR SPRINKLER SUPPlY OR FIRE HYDRANTS SHAlL BE REVIEWED
ANll APPROVED BY THE CITY ENGINEER PRIOR TO INITIATING CONSTRUCTION ON
SA I 0 IIf'ROVEIlENTS.
.liAS...IIIll.I
AlL PROPOSED GAS IlAINS SHAlL BE INSTAlLED BY THE CITY. CONTRACTOR IS
RESPONSIBLE fOR lASOR ANllIlATERIALS fOR PIPE TRENCHING, BEDDING,
BACKFILLING. CONTRACTOR SHAlL COORDINATE HIS ACTIVITIES WITH THE CITY
ALL GAS IlAINS NlD SERVICES SHAlL BE IlARKED WITH 3 INCH WIDE NOlI-
DETECTABlE UN)ERGROLfa) IlARKING TAPE AS IlANJfACTURED BY CAlPICO, INC.
OR EQUIVAlENT THE TAPE SHAlL BE LABELED CONTINl.OJSlY fOR THE GAS
UTILITY THE TAPE SHAlL BE INSTAlLED APPROXIIlATELY 16 INCHES DIRECTLY
M!I:Nf. THE UTILITY LINE NlD SHAlL RUN CONTIIlJOOSlY WITH THE LINE. If THE
UTILITY IS SHAlLOW THEN TIE WINIIUI DEPTH OF IlLllY SHALL BE III LESS THAN
12 INCHES BELOW SURF^CE GRADE. ALL UTILITY SERVICE LINES WITHIN CITY
RIGHT-OF-wAY SHAlL ALSO BE IlARKED
SANITARY ~R NOTES
PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIfY EXISTING SEWER ELEVATIONS.
AlL SEWER IlAINS ANll SIDE SEWER SHAlL BE PRESSURE TESTED PER THE
STANllARD SPECifiCATIONS. IlAINS SHAlL BE TESTED fOR DEfLECT ION BY
PulL I NG A IlANlREL BETlIEEN IIAIfiOLES AS PER THE ST ANOARD
SPECifiCATIONS.
CONCENTR I C CONE IlANHOlES ARE NOT ALLC1t/ED.
TYPE 3 SANITARY IlANilllES ARE REQUIRED MiEN RlloI TO INVERT ELEVATION
DiffERENCE IS 5 fEET OR LESS. ORIENT IlANWAY ANll LA/lDER DIRECTLY OVER
SEWER IlAIN INVERT
GROUT ALLIlANHOlE JOINTS. INSIDE ANll QUTSIDE.
[ROS HW CONTROl t.IlTfS
THE TEIf'ORARY EROSION /SEDlloEIITATlON CONTROl CT.E.S.C.) fACILITIES
_ ON THIS PlAN ARE THE WINIIIM NECESSARY fOR PlAN APPROVAL.
ADDITIONAl T .E.S.C. IlEASURES IlAY BE REQUIRED BY THE CITY DEPENDING ON
.oTHER CONllTlONS AND TIf: CONTRACTOR'S IlETHOOS NlD SEQUENCING
OF CONSTRUCT ION.
1619)
GENERAL NOTES
CONSTRUCT I ON SEOI.JENCE
PRECONSTRUCT ION MEETING WI TH OtoNER, CONTRACTOR ARCH I TECT ENG I NEER
AND CITY Of YELI.t PRIOR TO COI.t.IENCING 'MlIlK
BEGIN INTERIOR STORE RElOJEL FOR RELOCATiON OF DELI
INSTALL STORIA DRAINAGE SYSTEI.t INCLUDING TEI.tPORARY EROSION CONTROl
llEASURES AS REQUIRED ANll REGRADING WiTH TEI.tPORARY ASPHALT PATCH
INSTALL SANITARY SEWER AND TE~Y ASPHAlT PATCH.
INSTAlL GREASE INTERCEPTOR WITH VENT INClUDING TE\.tPORARy ASPHALT
PATCH.
REIIJVE NlD/OR Da<<llISH ALL EXISTING II.tPROVEIotENTS STRUCTURES AND
UTILITIES IN AREA Of BUILDING ADDITION.
INSTAlL SILT FENCE/FILTER AROUND STORIA CATCH BASINS ANDllllRK AREA
AS NEEDED
CONSTRUCT BUILDING FOOTINGS FOR ADDITION.
PLACE STRUCTlIlAL FILL INSIDE fOOTING AREA AS REQUIRED FOR FINISH fLOOR
ELEVATIONS.
REWVE ASPHALT AND TEIoIPORARY PATCHES MiERE NECESSARY NlD REGRADE
SHAPE. NlD PAVE TO FINISH PLAN ELEVATIONS.
ADJUST UTiliTIES TO GRADE, PAVEloIENT STRIPING AND IlARKING.
ROo<<lVE EROS I ON CONTROl IlEASURES.
flUSH AlL STORIA DRAINAGE PIPES AND ClEAN AlL CATCH BASIN SlU?S PRIOR
TO RECEIVING fiNAl CERTIfiCATE OF OCCUPANCY
GfNfRAl HOfF'S (STREfT CONSTRUCTION\
AlLIlORlCloIANSHIP NlD IlATERIAlS SHAlL BE IN ACCORDANCE WITH CITY OF YEUI
ST ANllARDS AND THE IIlST CUlRENT CCPY OF THE STATE OF WASH I NGTON
STANllARD SPECIFICATIONS FOR ROAD BRIDGE, ANDlIJNlCIPAl CONSTRUCTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AlL TRAFFIC CONTROl IN
ACCORDANCE WITH IIJTCD. PRIOR TO DISRuPTION OF NIY TRAFFIC, TRAFFIC
CONTROl PLANS SHAlL BE PREPARED NlD SUBloIITTED TO THE CITY FOR
APPROVAl. NO llORK SHAlL ctt.IIENCE UNTIL AlL APPROVED TRAFFIC CONTROl
IS IN PLACE
AlL CURB AND GUTTER. STREET GRADES, SIDEWALK GRADES, AND ANY OTHER
VERTICAL AND/OR HORIZONTAl AlIGNIIENT SHAlL BE STAKED BY AN ENGINEERING
OR SURVEY I NG FI Rll CAPABlE OF PERFORIA I NG SUCH llllRK
MiERE NEW ASPHAlT JOINS EXISTING, THE EXISTING ASPHAlT SHALL BE CUT TO A
NEAT VERTICAL EDGE NlD TACKED WITH ASPHAlT EllJLSION TYPE CS5-1 IN
ACCORDANCE WITH THE STANDARD SPECifiCATIONS. THE NEW ASPHAlT SHALL BE
fEATHERED BACK OVER EXISTING TO PROVIDE fOR A SEAL AT THE SAW CUT
LOCATION NlD THE JOINT SEALED WITH GRADE AR-4000w PAVING ASPHAlT
COoPACTlON OF SUBGRADE, ROCK, AND ASPHAlT SHAlL BE IN ACCORDANCE WITH
THE ST NlDARD SPEC I fI CATIONS.
SUBGRADE INSPECTION SHAlL BE PERfORllEO BY AN APPROVED TESTING FlRll
NlD fORlolS SHAlL BE I NSPECTED fOR II NE ANll GRADE BY AN ENG I NEER BEFORE
PaJRING CONCRETE
CERTIfiCATION AS TO CONFORIlANCE SHAlL BE PROVIDED TO THE CITY PRIOR TO
ACCEPTANCE Of lIIORK
THE CONTRACTOR/DEVELDPER SHAlL fURNISH AND INSTALL AlL PERIlANENT
SIGNING.
C[NERAl NOTES (WATF'R WAIN INSTAll ATICW)
AlL t!lRt<IlANSHlP NlD IlATERIAlS SHAlL BE IN ACCORDANCE WITH CITY OF YEUI
STANllARDS AND THE IIlST CUlRENT CCPY OF THE STATE OF WASHINGTON
STANllARD SPECIfiCATIONS fOR ROAD BRIDGE, ANllllJNlCIPAL CONSTRUCTION.
A PRECONS"rRUCTION IlEETING SHAlL BE HELD WITH THE CITY PRIOR TO THE
START OF CONSTRUCTION.
WATER IlAINS SHAlL BE Pvt ClASS ZOO, ASTll 0 2241 SOR21 WITH RUBBER
GASKETS ASTll 0 1669, OR _ C900 ClASS 200, C905 ClASS 235, OR DUCT ILE
IRON CEIoIENT IOlTAR LINED THICKNESS ClASS SO.
GATE VALVES SHALL Ill: RESILIENT WEDGE. NIlS (NON RISING STEM) WITH lHllNGS
SEAlS. VALVE ENIlS SHAlL BE IlECHANICAl JOINT OR ANSI fLANGES. VAlVES
SHAlL CONfORlot TO AWl/A 509-60. VAlVES SHAlL BE IlJELLER, W & H, KENNEDY,
ClOW RIW OR WATEROUS SERIES 500. ExiSTING VAlVES TO BE OPERATED BY CITY
EIf'lOYtES ONLY
HYDRANTS SNAlL BE DRESSER loI & H RELIANT STYLE 929, IlJELLER CENTURION, OR
ClOW IQ)EL f-2500. HYDRANTS SHAlL BE BACGEO UNTIL SYSTEM IS APPllOVED
AlL LINES SHAlL BE CHlORINATED AND TESTED IN CONFORIlANCE WITH THE
M!I:Nf. REfERENCED SPECIfiCATION (NOTE I)
ALL PIPE AND SERVICES SHAlL BE INSTALLED WITH CONTIMJOS TRACER TAPE
INSTAlLED 12 TO IB UNDER THE fiNAl GROUND SURfACE. THE IlARKER SHAlL BE
PlASTI C NON-BI OO€GRADABLE, IlET Al CORE, OR IlACI(I NG IlARKED WATER Mi I CH
CAN BE DETECTED BY A STANllARD loETAL DETECTOR. TAPE SHAlL BE TERRA TYPE
o OR APPROVED EQUAl. IN ADDITION TO TRACER TAPE INSTAlL 14 GAUGE HEAVY
DUTY DIRECT IlURY COATED COPPER WIRE (PAIGt: UF SiNGlE CCNlUCTOR OR
EQUAl) _PED AR(U() THE PIPE BROUGHT UP AND TIED OFF AT VALVE IlDOY
PROVIDE TRAFfiC CONTROl. PlAN(S) AS REQUIRED IN ACCORDANCE WITH IIJTCD.
AlL WATER IlAINS SHAlL BE STAKED fOR GRADES ANll AlIGNolENT BY AN
ENGINEERING OR SURVEYING flRll CAPABlE OF PERfORlAING SUCH lIIORK.
ALL SERVICE LINE LOCATIONS SHAlL BE IlARKED ON THE fACE OF THE CURB WITH
AN EloIIIOSSEO W 1/4 INCH <MO CONCRETE.
CAlL U\IDERGROJND LOCATE AT 1~24-55SS A IIINIIUI OF 48 HOURS PRIOR TO
NIY ExCAVATIONS.
THE CITY WILL BE GIVEN n HOURS IIlTICE PRIOR TO SOiEIlUlING A SIlITOOWN.
MiERE CONNECTIONS REQUIRE fiELD VERIfiCATION. ctMlECTION POINTS WILL
BE EXPOSED BY CONTRACTOR ANll fiTTINGS VERIfiED 48 HOURS PRIOR TO
DISTRIBUTING SHUT_ NOTICES.
AT AN'! CONNECTION TO AN ExiSTING LINE WHERE A NEW VAllIE IS NOT INSTALLED,
THE EXISTING VALVE lAIST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO
CONNECTION. If AN EXISTING VAlVE fAILS TO PASS THE TEST THE CONTRACTOR
SHAlL IlAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO
CONNECTION TO THE EXISTING SYSTEII OR INSTAlL A NEW VAlVE.
GENfRAL NOTES (SANITARY SfWFR MAIN INSTALLATION)
ALL 'MlIlKIMNSHIP AND W.TERIALS SHALL BE IN ACCORDANCE WITH CITY OF YEL~
ST ANDARDS AND THE lAOST CURRENT copy OF THE STATE OF WASH I NGTON
STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND WNICIPAl ~STRUCTION
(WSOOT/APWA)
ALL APPROVALS AND PERl.tITS REQUIRED BY THE CITY OF YELI.t SHALL BE OBTAINED
BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHl-or-WAY, THE
CONTRACTOR SHAll NOTIFY THE COUNTY MID OBTAIN All REQUIRED APPROVA.lS
AND PERl.tITS.
A PRECONSTRUCTION lAEETING SHAlL BE HELD WITH THE CITY OF YElI.t PRIOR TO
THE START OF CONSTRUCT ION.
THEY CITY OF YELI.t SHALL BE NOTIFIED A I.tINIIUI OF 48 HOURS IN ADVANCE OF A
TAP CONNECTION TO AN EXISTING IlAIN. A CITY REPRESENTATIVE SHALL BE
PRESENT AT THE T llotE OF THE TAP
THE CONTRACTOR SHAlL BE FULLY RESPONSIBLE FOR THE LOCAT ION ANO
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHAlL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CAlLING THE UNDERGROUND
LOCATE LINE AT 1-800-424-5555 A loIINIt.U.f Of 46 HOURS PRIOR TO ANY
EXCAVATION
PRECAST IlANHOlES SHAlL IlEET THE REQUIREllENTS OF ASTloI C 476. IlANHOI.ES
SHAlL BE TYPE 146 IlANHOlE UNLESS OTHERWISE SPECIFIED ON THE PLANS.
JOINTS SHAlL BE RUBBER GASKfTED CONFORIAING TO ASTI.t C 44J AND SHAlL BE
GROUTED fROll THE INSIDE lift HOlES SHAlL BE GROUTED fROll THE WTSIDE
AND INSIDE Of THE IlANHOlE. (SEE NOTE I)
SIDE SEWER SERVICES SHAlL BE Pvt, ASTll 0 3034 SR 35 WITH fLEXIBLE
GASKETED OR SOlVENT WELD JOINTS. SIDE SEWER CONNECTIONS SHAlL BE
IlAOE BY A TAP TO AN ExiSTING IlAIN OR A WYE IlRANCH FIlCIoI A NEW W.IN
CONNECTED A8fNE THE SPRINGlINE OF THE PIPE
ALL SEWER IlAINS SHAlL BE fiELD STAKED fOR GRADES AND AlIGNolENT BY A
LICENSED ENGINEERING OR SURVEYING FlRll QUAliFIED TO PERfORlA SUCH 'MlIlK
ALL PLASTIC PIE NlD SERVICES SHALL BE INSTAlLED WITH CONTINUOS TRACER
TAPE INSTALLED 12 TO 16 UNDER THE PROPOSED FINISHED SUBGRADE THE
IlARKER SHAlL BE PLASTIC NON-BIOIlEGRADABLE. llETAL CORE OR BACKING
IlARKED SEWER WHICH CAN BE DETECTED IlY A STANDARD llETAL DETECTOR IN
ADDITION, STEP SYSTElIS, fORCE IlAINS, NlD CURVILINEAR SEWERS SHAll BE
INSTAlLED WITH 14 GAUGE COATED COPPER WIRE YtRAPPED AROUND ALL PLASTIC
PIPE BROUGHT AND TIED OFF AT VALVE BOOY ON CURVILINEAR SEWER, THE WIRE
SHALL BE BROUGHT UP BARED ANa WRAPPED THREE T IllES AROUND THE
IlANHOlE RING. TAPE SHAlL BE TERRA TAPE 0 OR APPROVED EQUAl. THE TAPE
AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR
AlL BURIED POWER FOR STEP SYSTEIlS SHALL BE INSTAlLED WITH CONTINUOUS
TRACER TAPE INSTALLED 12 A8fNE THE BURIED POWER. THE IlARKER SHALL BE
PLASTIC NON-8I00EGRADABlE. lClAl CORE BACKING IlARKED P(MEII TAPE
SHAlL BE fURNISHED BY CONTRACTOR.
BEDDING OF THE SEWER IlAIN NlD COoPACTION OF THE BACKflLLIlATERIAl SHALL
BE REQUIRED IN ACCORDANCE WITH THE M!I:Nf. llENTIONEO SPECIfiCATION (SEE
NOTE I)
TEIoIPORARY STREET PATCHING SHAlL BE AlLC1t/ED fOR /oS APPllOVED BY THE
CITY ENGINEER. TEI.tPORARY STREET PATCHING SHAlL BE PROVIDED BY
PlACElolENT AND COoPACTION OF 2 INCH loIINIt.U.f ASPHAlT CONCRETE COLD loIlX
CONTRACTOR SHAlL BE RESPONSIBLE fOR MAINTENANCE AS REQUIRED
EROSION CONTROl lEASURES SHAlL BE TAKEN BY THE CONTRACTOR DURING
CONSTRUCT I ON TO PREVENT I Nf IL TRA TI ON OF EX I STI NG NlD PROPOSED STORIA
ORAINAGt: fACILITIES NlD ROADiiAYS.
PROVIDE TRAFfiC CONTROl PLAN(S) IN ACCORDANCE WITH THE llAHUAl ON
UNlfORlA TRAffiC CONTROl DEVICES (IIJTCD) AS REQUIRED.
IT SHAlL BE TIE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A CCPY OF THESE
APPROVED PlANS ON CONSTRUCTION SITE AT AlL TIllES.
ANY CHANGES TO THE DESIGN SHAlL fiRST BE REVIEWED ANll APPROVED BY THE
PROJECT ENGINEER NlD THE CITY OF YEUI.
AlL STEP IlAINS SHAlL BE HYDROSTATiCAlLY TESTED IN CONFORIlANCE WITH THE
M!I:Nf.-REfERENCED SPECIFICATION fOR TESTING WATER IlAINS. (SEE IIlTE I) IN
ADDITION, ALL STEP IlAINS SHAlL BE PIGGED IN THE PRESENCE OF THE CITY
INSPECTOR PRIOR TO PLACING STEP IlAIN IN SERVICE.
PR I OR TO BAO<FlLL ALL IlA I NS ANll APPlRTENANCES SHAlL BE INSPECTED NlD
APPROVED BY THE CITY OF YEUI. APPROVAl SHAlL NOT RELIEVE THE
CONTRACTOR fOR CORRECTION OF ANY DEfiCIENCIES ANll/OR fAILUlES AS
DETERIIINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHAlL BE THE
CONTRACTOR S RESPONSIBILITY TO NOTIFY THE CITY OF YELloI FOR THE REQUIRED
I NSPECT IONS.
THE PANEL LOCATION SHAlL BE DETERIIINED BY THE CITY OR THE orH:R AS
APPROVED BY THE CITY OF YEUI.
IN EVENT THAT THE DEPARTt.f:NT OF LABOR AND INDUSTRIES OR THE CITY SHOULD
REQUIRE A SEPARATE ON-OFF !>WITCH CONTROlLING POWER TO THE PlV>
CONTROl PANEL, SAID !>WITCH IllST BE LOCKABlE OR HAVE A LOCKING COVER TO
HOlD AN OlYI.tPUS TYPE BPI25, 30 loll PADLOCK.
INSPECTIONS fOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE
TO THE SEWER DEPARTIlENT IS REQU I RED PR I OR TO THE I NSPECT ION.
ITEIlS NEED I NG I NSPECT I ON ARE.
Al TANK INSTALLATION, I.E. BEDDING NlD LOCATION
B TANK INFILTRATION, EXFILTRATION TEST
C S.S. PRESSURE TEST
o SERVICE LINE PRESSURE TEST
E fI NAl I NSPECT I ON
ALL LIMlER (PlY'MlOO, fTC.) USED TO IOJlT EITHER PlV> CONTROl PANEL OR
POWER IlETER lAIST BE PRESSURE TREATED.
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lob No.
98R15
Sh....t No.
2 OF 18
fOR SITE REVIEW
MAY 5. 1998
APPROVED fOR CONSTRUCTION
BY.
DIRECTOR OF PUBLIC lIIORKS
DATE.
APPROVAL
EXPIRES.
Engineer's Seal
PRINTED
HAY 08 1998
AHR ENGINEERS
PRWMiN~RrONI\'11
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DESIGN
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