HomeMy WebLinkAboutCliff St Cottages6: #E$@:0" es3Qo=c;P;3
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CLIFF ST.
CIVIL
COTTAGESPLANS CAROLANNE ST.
AREA
HABITAT FOR HUMANITY OF E. JEFF. CO.
PORT TOWNSfND, WASHINGTON
24TH ST.
GENERAL NOTES
1. A PRECONSTRUCTION MEENNG SHATT 8E SCHTDUGD NO IIEIO WITH IHE CIIY PRIOR TO IHE START OF
c0NsTRUClloN.
z. eu wonxdosxtp lrl0 MATERFTS sulr BE rN AccoRoNcE ttlln lHE clTY 0F PoRT TotrNsENo STAND,{RDS' THE
CUNNTTT EOMON OF THE WSDOT SINDARD SPECIRCATIONS FOR ROTD, BROEE ND MUNICIP& CONSIRUCTION,
AND A,IY PROJECT.SPECINC SP€CUI PROVISIONS OR CONOMONS A}lD REQUIRS/B'ITS.
J. TEIiIPORIRY EROSION CONIROL MEASURES IRE REOUIREO ND SHALL COUPLY WIIH IHE STORilWATER CODE.
CMFIER 5 OF 1HESE STNoARoS ND lrSo0T/PW SPECIRCATIoN 1-07.15 N F0tL0VlS:
(l) ERostoN coNIRoL PLINS sH t! BE suBMtm0 r0 lH€ cnr, APPRovm 8Y'lHE clTY' ANo
IIJPI.EMEI{TED 8Y IHE CONIRACTOR PRIOR TO !)ISIURSINC NY SOIL ON TflE SM' SUBIJITTAL AND
APPROVIL OF I}IESE PI.AIIS SHAT PRECEDE NY CONSIRUCION ACTMIY ON IHE SIIE
(2) AII. PERM'NENT STORAGE NO REIENTION/OEIEI{NON AREAS USED AS PART OF THE TEilPORIRY
EROSION CONIROL 1fl0 WATER POLTUTION/FLOOo ACTIUnES AND CoNVEYAI'ICE SYSTEMS SHA| BE
CLEAllE0 OF AL! SlLlS, SAND ND OTHER Ii{ATERIALS F0[0WN0 C0|JPLEnoN 0F C0NSIRUCTIoN ND
IHE PERXIffEM FACil.MES SHAII IHEN BE CO}TPI.EIED NCLUDING PERMNENT INRLIMIION AREAS.
4. HoRtZol,{TAr lND Vmlml corrnors/o^tuH As A0om0 8Y THE cfil sMIr 8E USEo, UNLfSS APPRoVm
OTHERIIISE.
5. IHE COI{TMCTOR SMII 8E RJTLY RESPONSIBI.E FOR I}IE LOCATION ND PROTECTION OF AI.I. EXSNNG UNLJNES.
nE comnrcroa sfn"r wrFy aL utrr-rTY LocATtoNs PRnR T0 coNslRUcTIoN BY clrxlc UNDIRGRoUND
LOCAIE AT 1-800-424-5555 A IJINIMUM OF ,{8 HOURS PRIOR TO ANY dCAVAIION MRK.
6. PROVIDE AT WATTR MAINS VIIIH TRACER WRE (IIRIPPED IROUND lHE PIPE) ND MIRKER TAPE (LOCATEO
l2-tNcH AEOVE PIPE ZONE SE0D|NG). PROVIoE A[ SEVTR ND SToRIIWATER PIPINC {[ll MRKER TAFE ',IHE
MARKER TIPE S$[ BE 4: YiIOE MINIIIUIT PL{SIIC NON-BIODECRA}AEI!, ilETAL CORE OR BACKING MTR(ED ANO
Colon cooro FoR rHE uIrLrTy To BE MlRr(m ltlo viHtcH clr.l BE DEIEdm 8Y A STlllDARo MEIII DEIECIoR.
TIAPE sHflr 8E TERRA TlPt 'D' 0R APPROVED EQUAL lN NDfi0N T0 IMCER TIPE F0RCE IJAINS ND CURVET)
MAINS SHIII MVE A 14 GIIIG€ COA'IED COPP€R WIRE, YiMPPEO MOUND IIIE PIPE. BROUGHT UP, COATING
srnrFpro, no rEo oFF AT tHE vavE srEM oR MTNHoLE RlNc. TltE TAPE ello wlRE SHIIL 8E ruRNlsHEo alo
INSTAIIO BY IHE CONIMCTOR.
7. IEJPOMRY SINEEI PATCHING ilAY 8I AILOIIED WM THE APPROVAI. OF I}IT CIIY ENCINEER. TEfiPORIRY SIREET
PATCHINO SHIT.L BE AS DESCRIEED IN IHE EJ{GINEERING DESIGN SINDARDS CHIPTER 6.
8. tHE COMTMCTOR SML! PROVID€ A TMFFIC COI,IIROL PL N(S) FoR REVIEW ND AFPRoVAL BY IHE CITY A{CINEER
IN AccoRDNCE IiIft IHE TI^NUAL ON UNIFORM TMFRC COI,TTROL I)EVICES (MUTCD).
S. THE CONIRACTOR SMI! MVE A COPY OF THE IPPROIEO PTANS ND PERilM AT IHE CONSIRUCTION SM AT A[
TIMES.
10. SPEClrl- SIRUCruRES SHA! 8E NSrA|IID PER PIiNS N0 MNUFACTURTRS' RECoMIiIENDATI0NS.
11 [ DISTUREED ANEAS SHIU RECEtf IEIIPORARY AND PERMINEI{T EROSION COI'IIROL IN]HE FORM OF
VEGETATION ESIAIUSHIIOfi SUCH AS CRASS SEEOING. A MENS SHIII 8E ESTABUSHO IO PROTECT IHE
pEnurrrr sronu DRAN sysla{ PRroR To ESTABUSHMENI 0F THE PERMINENI tRosloN co[rRoL ilasuREs
IXESE UENOOS SMI 8E INCTUO$ IN lHE EROSION ND STIIIIEI{T COI{TROL PI,ANS IN ACCORDNCE WIIH IHE
E{GII{ETNNC OESICI'I STA.{DAROS CMFTER 5 ANO I}IE OEPART}JENT OF ECOLOGY STORilWAIER MANACEIIEI{I
IJ^I{UIL FOR XESIERI'I YJASHINGTOil VOLUME II.
12. CONSTRUCTION IIORI( HOURS SMII- 8E RESTRIC1ED TO 7 A.M. TO 6 P.M., IIONDAY IHROUGH FRIDAY, UNI.ISS
OTHEiSSE IPPROV€O IN VRMNG,
ffE cmY's DEVELoPIIENI SERucEs lNsPECnoN UNE sHAr 8E NolflEo gY J:m PM ftE oAY 8EFoRE ,.l.{
INSPECNON IS NEEOED. EERY ETORT WLL 8E MOE TO ACCOIIITODA1E $C}TE-DAY INSPECTIONS IF THE CIT' IS
NONHM SEFORE 8 Al1.
GENERAL TEslC NOTES
I. IHE IEMPORIRY EROSION CONIROL SYS'IEM SHALL SE INSTAITO, A'lD SMII BE INSPECTEO SY THE PUEUC WORI(S INSPECTOR, PRIOR
TO ALL OTHER CONSTRUCTION,
2. WHERE POSSIEIE MIURAL VEGT]ATION tIiIL 8E MAINTAINTD FOR SILT COMROL
3. AS CONSTRUCION PROGRESSES ND SE'SOMI CON|)MONS OICTATE, THE EROSION COI'IIROL FACIM$ SH{T 8E $JI{TIINEO NDi/OR
AIIERED AS REOUIRE0 8Y TH€ PUEUC WORKS 0IRECTOR TO ENSURE CofnNUNG ERoS|oN\SEOII1ENIAIoN CoNTRoL
4. IIMPORIIRY SILTATION PONDS ND AIT TEilPOMRY SLTAION COI{IROLS SMI.T BE MAINIAINED IN A SATISFACTORY CONDMON UNNL SUCH
ltM€ THAT C|IAR|NC AND \OR CONSIRUCION S C0MPIETED, PERMANENT oRllMGE FACIJnES mE oPEMTloNll- [tD THE PoIENIUf, FoR
EROSION HAS PNSO.
5,
'I,L
DISIIJREO UilD AREAS IHAT TTILL 8E GFT FOR JO OAYS OR I.IORE DURING lHE PERIOO OF MAY TO OCTOETR I SHAT 8E- iuuonnv sEmEo t{tH A Mtx ND By A MmtoD rppRovEo gy tHt pu8uc \{oRKs oEPMIIIENT ND MAINTAINEo uNnL sEEt)
CinurNelot rs AssuRE0. tN oDmoil To sEmtNc, slopEs oF r5u oR GREAIER HtL 8E MULoHE0 t{[H 2 ToNs 0F sIRAw PER ACRE,
OR IIITH AN APPROVEO EOUAL OURING THE RESI OF THE YEIR, TEMPORIRY SOIL STAB|UANON MUST 8E APPLI$ IMMEDIATELY TO
DISTUREEO IIREAS ftAT WII.I BE IfFT O(POSEO FOR 7 OAYS OR MORE A'lD IUMEDIATELY TO SLOPES GREATER 1HIN 157 THAT IYILL BE
lIN ilPOSED FOR 2 DAYS OR MORE.
6. ]APPROVIL OF I}IIS PTAN DOES NOT CONSINJIE N APPROVAL OF DESIGN, SIZE' OR LOCANON OF PIPES, RESIRICTORS' OR DflENNON
FACIUIIES, Bt'T IS I}I AFPROVAI OF THE GRIDING ND STOIMENTANON COI{IROL PI.AN ONLY.
7. IHE PUBUC RIGHT-OF-WAY SHII,! 8E KEPT CLEIN. TMC(ING OF IIUO AID O€BRIS FROil THE SITE I{II.L NOT BE IILOWO. FALURE IO
COilPLY $TH IHIS CONDINON WI.L RESULT IN AII WOR( ON IHE SIIE BEING STOPPEO.
S. THI IMPIfMEI.{IAIION OF 1HESE ESC PLANS NO lHE CONSMUCION, MAI'{IENNCE, REPI.ACEIIENT A}lD UPGMDINC OF THESE ESC
FACIUNES IS fiE RESPONSISITTY OF'IHE CONTRACTOR UNNL AT CONSTRUCNON B APPRO\€).
s. rHE CoNTRACTOR SH lr OESIGNAIE lx ER0S|ON N0 SEDTMET,TI CONTROL (ESC) SUPERUSoR WHo SHAI BE RESP0NS|EI"E roR THE
INSTAI.IAIION A{D IJAMEMNCE oF €RosIoN AND SEOIMENI COI,ITROL B€ST UNACEMO'II PMCTICES (BKPS). IHE ESC SUPERVISOR
sHoUI.,D BE A CERTIFIED EROSION AND SEDIMEI,TT CONTROT tEO (CESCL).
IO. IHE EMPS INCLUOEO IN IHIS PLAN ARE THE MINIIIUM REOUIRBIEMTS FOR ANIICIPATEO SM CONOMONS. IH€ CONIRACTOR IS
R€SPONSiBIT FOR O{SURING THAT EMPS ANE MOI}IRED NS NEOM FOR UNAPECTEO STORM EIE{TS OR OTHER UNFORESEEN
CIRCUMSIAICES. ANt) TO ACCOUI'{I FOR CMNGING SITE CONOMONS.
1 I. I}IE ESC FACII.JTIES STIAI. 8E INSPTCIED DALY BY I}IE CONTRNCTOR A{D ilAJITANED AS NECESSARY OR AS OIRECTM 8' IHE C{R OF
PORT TOTiNSEND TO ENSURE THEIR COMNNU$ FUNCTIONING.
12. 'IHE ESC FACII.JTIES ON INACTIVf SMS SHAT 8E ilSPECTEO NO MANIAJNED.
13. GRTDING MUSI 8E STIEIUZEO fi OCTOSER JIST, ND NO EXCAVAIION OR RI-L PLICfl.IENT TO 8E PERFORMED BEN$EN OCTOEER 3IST
ND IPRIL 1ST. A{Y AREAS OF OISTUREEO SOIL IMT I$[ NOT 8E IIORKEO FOR IWO CONSECUTWE OAYS DURING THE YIET SE{SON (OCT
I rO ApRtL J0) OR sElril DAYS t)URtr{c rHE DRy SEISON (ilAY 1 To SEP-[ 30) SHALL BE IMilE0IAIELY STIBIUZEo l{flH nPPRovEo
BMPS MEIIIO0S (E.G. STMIV, XULCH. Pl,lSlC CoVIR|NG, CotO MlX, EIC.)
I{ CMY STREM A}1D SIDEWAI(S SHII.L BE KEFI CTII}I AT AII IIUES. NO IIAIERIII. SH{I BE STORO ON CIIY STR€EIS OR SIDEWAII(S.
15. POLIUNON CONTROL MFASURES SHAI-L 8E FOLI.OWTD TO ENSURE TMI NO UOUID PROOUCTS OR COMTAilMTED I{AIER ENTERS NY- iioai omrmce iecrunEs on oftERilsE lr^vEs THE pRoJEcT sm. ANy HAzR0ous MATERIITS 0R LloulD PR0DUCTS IHAT HAvt IHE
POTINI]II TO POLI.UIE RUNOFT SHAI BT STORTD NO OISPOSED OF PROPALY.
15. €NSURE TfIAT IVASHOIJI FROIiI CONCREIE MUCKS IS PERFORM€O OFF-SM OR N DESIONAIEO CONCREIE WASHOUI IRE}S ONLY. OO
Hoi w*stt ow coNcRm mucKs ot{o l}rE cRouND, oR To sToRtJ DMNS 0R 0P& DIICHES. 00 NoT DUIIP ExcEss CoNCREIE
ONSM, EXCEPI IN DESIGNATED CONCREIE WASHOW ARA9.
1 7. A.r AREAS OF OISIUREEO SOIL SHAT 8E FUILY STI8IUZEO IYIIH IHE APPROPRIA1E SOIL IIIENDMEI'IT NO COVER MASURES AT
COIIPIENON OF THE PROJECI.
slITE DATA
PIRCEL N0: 987J000604
TOTAL AREA I7,I11 SF
ZoNINC: R-lll
I.ICAL oEsc: PHOENIX ADDm0N 8LK 6 LoTS 5 & 6 (ts TAx
95), 1r & 12(A!) BNo THRU u-At142085
IMPERVIOUS COVRG.
SURFICE IYPE AREA (SN
HousE/sHo RooF 5,632
PRKC/CoNCRm WAIX 3,252
TOIAI. IITPERV. ARFI
TOIIL LOT IRFA
TOTIJ. II.IPEF./. COVERAGE
s,0€
17,t 1 1
52.AAZ
Fa
bol!
V|CNTTY MAP ^fll
SC[f: 1' = 150'
ABBREVIATIONS
lcP
APPROX
lRcS
Ar8
c8
c€ll
CL
c0Nc
CPI
c00R0cslc
OEMO
DIAt
EL.EC
EtEV
EOP
EX, drst
mc
FF
FG
Fr-
GA
GV
HIIA
IE
L
ASPHAI-T CONCREIE PAET€MI
APPROXIIIAIE
ARCHITECTUR[
ASPMLT MEATI! 8NE
CATCH EASIN
PoRILANo CEli{EM
ct-ass
c0NcRm
CITY OF PORT IO$'ISEI{D
COORDIMIE
CRUSHfl) SURFACING TOP COURSE
OEMOUTION
t)IIIJEIER
Ersr
EI.EC'IRIOqL
EIIVATION
EDCE OF PAVEI{€NI
D(SnNC
FIRE OIPARIIJSIT CONNECTION
FINISH FLOOR
NNISHED CRTDE
FLll{GE
GAUGE
O{IE VAI.VE
HOT MIX ASPMfT
II.{VERT ETWATION
LENCIH
I.ANDSCIPE
UNFIL FTfi
MECMNICIL
TIECMNICAL JOINT
N0flIll
ON CET{IER
OUTSIDE OIAilEIfR
POINI OF CONNECTION
PROPOSEO
PAVE.IENI
REFERENCE
REMOVE
REOUIREO
SOUTH
SCHDUII
STORIJ DMIN
RRE SPRINKLER
SOUARE
SNITARY SEWTR
STRUCTURAL
nPOAL
tAtt
IIECH
IJJ
N
0c
OD
P0c
PROP
PMJT
REF
REII
REO
scH
s0
SPKTR
SQ
ss
SIRUCI
TIP
UNOll UNI.FSS NOIED O'IHERIIISE
w€sT
wamwl}t
CONTACTS
APPUCINT:
MEIIAI FOR HUMINITY OF E,IC
P0 Box 658
EilCINEER:
SITEWISE OESIGN PLLC
P0 Box 1609
PORT TOWNSEND, WA 98J66
PHoNE: (206) 102-461,+
MARC ERRICHEM, PE
MTRCOSiTE{|SEPLC.CoM
GENERAL STORMWATER NOTES
1.
2.
3.
A! WORK A{O UA-IERIIIS SM!I. CONFORM TO CtrY OF PORI IOWNSENO STA{OIiOS
ND/oR WSDoT/APWA ST[{DAR0 SPECIFICATIoNS AS APPUCAEI!.
NO PNRT OF THE DMNTGE SYSTET SMLI 8E COVERM, CONCEIIEO OR PIJI INIO USE
UNNL IT HIS EEIN TESIEO, INSPECTEO Ar.|D ACCEPTIo 8Y lHE CMY,
APPROXIUATE TOCAITONS OF q6NNG UNUNES HAW BEEN OSIAINEO FROM AVAILISI.!
R€CORDS NO ARE SHOWT FOR CONVENIENCE THE CONIRACTOR SHIII. 8E RESPO}ISISIE
FOR V€RIFICAIION OF TOCANONS Al{D TO AVOID DEilME TO A{Y AODMOMI UNMES NOT
SHOWI{. IF CONfUCTS ffft ilISIING I'TILMES ARISE DURINC CONS'IRUCTION, IHE
COI'{TMCrcR SHrlI NOIIFY THE PUBUC WORKS INSPECIOR A{D AIY CHANCES REQUIR€O
SHATI 8E IPPROIEO SY lHE PUBUC WORKS DIRECTOR PRIOR TO COMITENCEMEI'II OF
REUTM CONSTRUCTION ON THE PROJECI
SHEET INDEXAPPROX. CUT/FILL OTY(provid€d for permit review
onty)
ITPE voL lcY)
cuT 110
RIL 110
ct.0
c3.0c{0
c5.0
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TTSC PIN
STORIJ (]MiN Ait) UNIJIY PLAT
GRIOIT{G ND PAVINC PUII
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DAruGHT 0R Jr3r3 -
HORIZoI{IAI: MD 83/91
VfRTICAL NAVD 68
SEE SITE SURVEY FOR BENCHUTRKS ND IDDITIOML
INFORMATION
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IE NOTES
: |:.. . | !:..... .')
9i:/,1 ', - _:..:ii:i:.AT ENOS OF f,AIT
*"t
--
1. SEE SHEEI Cl.o FOR G€NER| NoTES. S€E oEI 1/C5.0 FoR TfPlClL
TRENCH SECIION.
2. COOROINATE BI.OC, SY$il CONNEfiON LOCATIONS ND INvtRT
EI.E\./ATIONS I{II}I PLUIIBING CONIMCTOR. PROVII)E A.L REO' FITNNGS
FOR CONNECNON.
3. COOR()IMIE AT UNUTY INIERRUMONS ViITH AfFECIED FACIUTY
O[l!ERS. PROVIDE MINIMUM 2 WEEXS A)VNCE I{OIICE OF AI'L
INIERRUMONS.
1- WHERE A Nil PPE CLfARS A}l SISTING OR NEW UTILfiY BY 6. OR
USS POLYEI}IYI.TI{E PI-ASIIC FOAI SHA 8E PI.ACED AS A CUSHION
EEfIIEEN IHE UNMES.
.i;x
*
': j,J
!i i9
-f<
5, I,ERIFY LOCA1ION AlD IIMRIS OF II! il. SYSTTIJS AT PROPOSEO
POC'S TO NA{ UNES PROR TO CONSTRUCIION OF ANY NEti PIPING.
A{D i{OTIFY ENCINE€R OF AI{Y OISCREPNCI€S 2 '{ET(S PRIOR 10
STARTING {oRK OR OROERINC MIERIALS.
6. NIIUSI AII NEW A{D EX. $UW CASNNGS TO fIM[ NN6H EMOE
PR|OR TO frNAJ- PAVING,/ PLffnNC.
7. ItrRIFY d. SS STUB FROM MAIN IS 6. DIA, NO IE IS NO HIGHER
IMN 2J6.25. IF EITHER CONOMON IS NOT MET' REPTACE SIUE TO
MA]N WM N$I' 6' SS Ar{O RECONNECT AT EX. MA]N.
UNIT {T1
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DATE
03/o4,/24
AS NOTED
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COMPICIEO OMtrL
BACkn[SID, UGHT DUIY 8RONzE
CRATE UNO. I GMIESSHil BE TOCKINC
siltr-gg{SURFACING
P€R PLANS
R€STORE O( ACP iN ROII WIH 8' orAilErER (UNo)
NYLOPuSI DRAN EASIN
WftII PVC OI'ILET STUB AS
HFR'D BY HANCOR INC.
HHA ct. f olER {'csTc AND 10-
CS8C, OR MATCH EX SECION PER
CPI SID DET T_2. ON SITE
RESTORATION SHAII 8E PER PLANS
rsullA8tf
Mttun troN 0n
APPRovEo EQUtv. VF!t! OVERI,AP AT TOP
4' Arc PERF PIPE SCH.
10 vsolvEr.{I ylEO
J00.fis.
ET4BED PIPE IN 6, THCKPH GRAVEL EMLOPE
cAsrcIEo nc sDR 35
ASIil 30:1 T0 S0
CONNECIION, ROUNNE ND
DIA PER PINS, SI"OPE
sHA.! BE 2U MlN., U.N.o-
COMPACTM IN 8,s0vPr.a{nNc
PER UNDSCAPEum T0 952 DENSfn
DESICNER
BE()DINC IJAIERFL
couPAcTtD T0 952
DENSfTY, U,N.O
INEGRAtrY IIOTIEO S'IUB
PER SIRUCTUilT PUN6'
* BACKFITL
ROYI SHAI.!
CSTC PER
MAIERIAL IN
BE s/8'
cnv $Ds.
TYPICAL TRENCH SECTON FOOTING DRAIN AFIEA DRAIN
NTS NTS
J.5' C€IJENI CoNCRm HlrA ct t,/2"
cL 3000 12'
cstc
PAVXG EC.I.5' CRUSHEO SURFACINC
TOP COURSE
IHICKENEO
EOCE IIHEREPIMI IS
AI}IACENI TO
LAlloscAPrNG
CEH.SUEGRIDE SUECMDE
c0xPrcltDSUEEW
NOTE: A[ DEPIHS SHOilN ,qRE CoMPICTID oEPIllS.NolE: ,\tl DEP1HS SH0IYN ,fiE CoMPACTED DEPIHS
CEM. CONC. VERTICAL CURB CEM. CONC. W.A,LK HMA PAVEMENT
NTS NTS
NTS
$HM SY}IBOL
ON BLUE
BACKCROUND
N]TE:sfil sM[ 8E ATTAT]Itr)
[fIH TOP EDCE OF SIGI{
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scN(s) PER PUN
VN SICN
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{j llfim PA{I PLATED CIRRIAGE EOLI &
NUr r$lH NtoN wAsHER. (2
PER SISN, IYP.)
SINIPE IROUND
PERIIIEIIR
B{D OF PARI(INC STAIL
vlHm
FACT OF
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uo ronrv elcnren oF ANY DISCREPNCIES 2 t/E!rc PRoR T0
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