APPROVED CIVILS93MT UA1JAC_'FMFNT PR , .,,,R- ..l-r•cTAnr)Ki ❑c PnSSIRI F_ BE SURE TO OBSERVE. CLEARING
1. SCHEDULE A PRE--CONSTRCUTION MEETING WITH THE CITY ENGINEERING
DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) IS
REQUIRED.
2, REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
3. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL. WHILE
PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE
CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS
CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND
EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR
TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND
SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE
MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED,
6. OBTAIN DEMOUTION PERMITS AND REMOVE IMPROVEMENTS AS NOTED.
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS
GRADING.IMMEDIATELY AFTER ROUGH
BE STA IL ZED PER ROSIONCONIROL NOTES (B PONODAREAS SHALL
TES) AND KEEP
STOCKPILES COVERED,
9. INSTALL UTILITIES AND OTHER FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON
FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
SCALE: 1 "-20'
200 20'
z• K 2' wow/sTEFL
FILTER FAEIR C SECU
TO Y K 2' 14, GA
WARE FABRIC EOAL
NATIVE BAOA[FLL MATERIAL
FILTER FABRIC MATEWAL IN CONTINOUS ROLLS
115E ST7IPLES OR WIRE RAGS TO ATTACH
FA91IC In PARE
2- . 2• ROOD/STFa P051S 1
BUR( 9OTMU OF FLIER
wTWAL a To 1Y
NOTES-
1. OONTpACFOR/pCyElp'�t S}ULL NAWOM AND VaURE PROPER
ER6S19N CONTROL THRDDcIMDur PRD,ECT. CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL (METHODS
2- SILT FENCE TO BE p1ACE0 pOYMSL.ClPE COMiSSRUCTIDIM BEFORE OTHER WORK CAN BEGIN
ACBY'TT-
FILTER FABRIC FENCE 1,A9mm IA
S.� CITY OF EDMONDS FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT YDETAIL
s 1- �ii SIP' APPROVED 91-- ;L F1iBLr31 LK -
I '
11 �.
A
1
x
1
L
1
iA
j
"1
S
SWPPP CONSTRUCTION NOTES
1, THIS SWPPP PLAN IS SUBJECT TO FIELD REVISION A5 NEEDED TO `1
PREVENT AVERSE IMPACTS TO OFFSTE PROPERTIES.
2. TURBIDITY SAMPLING IS REQUIRED AT ALL DISCHARGE POINTS AND 1
APPROVAL FROM THE CITY OF EDMONDS IS REQUIRED PRIOR TO ANY '
CONSTRUCTION STORMWATER LEAVING THE SITE,
3. ALL STOCKPILES SHALL BE COVERED WITHIN 24HRS AND REMAIN
COVERED UNTIL NEEDED.
4. FILTER SOCKS SHALL BE ADDED TO ANY CATCH BASINS DOWNSTREAM
FROM THE CONSTRUCTION (BOTH OFF AND ON SITE).
5. ALL DISTURBER] SOILS SHALL BE COMPOST --AMENDED PER
BMP#T5.13.
fi. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROTAILS. AND ALL
OTHERVMEASURES THED PLANS, AT MAY TY OF EBEOREQU RENDS AD DDURING ARD ECONSTRUCTION.
UTILITY NOTE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THIS PLAN DOES NOT PURPORT TO SHOW THE
LOCATION OF ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE
SITE.
SURVEY NOTE
THE DESIGN ON THESE PLANS HAS RELIED ON THE SURVEY
INFORMATION PROVIDED BY THE PROJECT SURVEYOR. SURVEY
INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE ONLY.
THE CONTRACTOR SHALL VERIFY SURVEY INFORMATION WITH PROJECT
SURVEYOR PRIOR TO CONSTRUCTION.
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-424-5555
(OR (91 1)
UTILITIES UNDERgOU D LOCATION CENTER
Know what's below.
Call before you dig.
C/A1iE
� � I71FR k7DOIC /(BRIM
OVEM R.QW ROLES
m
rArcN BASH
OFTCH msm 1 ,7��ypppER SMIL MAr7TAIN
Tlfia APPLISAPON Ar ALL MINES DURW
CYMSTRUCOOM PVVOD.
2_It, NQIT CATCH NF Pf 81
RISERTIS
CIE -TM M FULL
i arf IIGPES.nam REU.>EW'-T7 U7 ALL
VvmRCN CDWTROL 1E%X= BEFORE
OTHER RDRx CAN SEW
KLMD.ON q&TE
TEMPORARY ANUM "IS
SEDIMENT TRAP STANDARD
FOR CATCH BASINS DETAIL
APPROVED RY! R. EM MISH ER-902
IN SW1 /4, SW1 /4, SECTION 81 T.27N., RAE, W.M.
�9
4J� �
z 2s• IrM RADRLS
h Jf
1 5P 2-4" Im m
''��f��•�r t 2' WN LfFTRI
I
`- 76TH AVE W:
1,
T 1pROV WIE FULL W,DTH 4 N LY AP P R DV E D
OFw�/E� HAUL ROUTE
7 TIME"HYU�µ LfT7GUMLi71GIN Sh111LL BE E AS NECESSARY TO EIISLRE WIEAYL IS NOT TRA[7(EU OFF SRE ANO/OR INTO TTgL PUBLIC RLH7-DF-1IAAY-
O KM O17WWAY RAMP AND/OR Sr, p=M RW 16, "W WN. SEE 'FABLE BELOW FOR REOURED LEA, 'O
1. SUgFAf`,'1: WATER -ALL SIBiF11C£ WAIEA F'LO'MINO OR OIVFRTED TO�IIAM •RICH EliRRNiM SMALL BE PIPED
ACROSS THE EMFW7CJE IF PIPING IS tl k A MOUNTABLE BERM WITH S:T SIAR'ES IIEI BE DEAN REED. ¢
2. IL9M AVNCE - THE WRAP/Cr SHALL RE NNHrNNCD IN A CONDITION WITCH WILL PFLLE)IT TAACKM OR HOUND 7.1
OF SELIYENT OFF SRE AND/OR ONTD PIIBLC RtCa:T-OF-WAY. THIS µAY RBDARE PEW DIC TOP DRESSING WISH
ADOMTIONAL 4bAM SWULS AS CORDISIWl4 Da"AND FaTPAR AM/OR CLF,M70UT OF ANY MEASURES USED ro
TRAP S0F 1E77T. ALL smIMEITT 5F1LLCq. OROPPEYI, iNSHO OR TRACKED OFF SITE AND/OR OHM PUBIC
RIGHT-OF�NAY TALL E RE SP MWEDIATFLY-
3. wF7ms SWILL OE CJF►AIMED TA TEl1OVE SEI W PFOW TO LLAHNG SHE FIE. WHEN WASMNG IS ISEB. TI SAIL
ff DONE ON .AREA SRAIIII.. IIRH OUARRY SPANS AND WHICH DRAMS INTO AN APPROVED SEDIYi77T YfOpP
DEVIM
4- INSPECTION ND KI EB LWNTEIIAIICE SMALL BE PROVIDED AFTER EACH WAIN.
PROJECT
SIZE
LIRR LEiIOTH OF CF
aLLvtRr sRILIS
• PROVIDE A19 OR ASPMNLT
I� DARYAR R� AOE
LUCTH TO BE DEIERYENER
9Y CM RSPFCTDR- CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL AN BEGIN
ETEFORE OTHER WORK CAN $EGIN
[ 1 44 ACWI
I A�
50
3 ACRE
TOO
a 3 AERE
100
-� REVISION DATE
STABILIZED CONSTRUCTION umuARv sale
-CITY OF EDMONDS ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENZ DETAIL
APPROVED HY' R. DtOLI6M ER-90 1
0ONTOUR LINE
Cnpl
TE@INAL
'+
2L TO 78•
END 14'
ENO L
F&WN
AR UREVERS flaw
AAYIIMO 1w1iTl.E CTAF]
2• 'a2i'
% srAl� THE roDDvl
9
WATTLE
• R1 TREWN, 5fE NOSE 2
+ MA%
2• WN'^�'
Nua
OVV
V a'.14• UN-Tie-iATCO
-9 WODD04 STAID' (VP)
6• DINAEIER
vuN VIEW
M0
8' pW Ei WATTLE
SPACWG TABLE
SLOM
W1711R1M SPACING
1H'1V
IOC-O'
2H11V
m'-0
31I:1 V
3
+H:IV
+O'--O-
a4N:iv
ONE RUN ONEY
NOTEI
!- CD,,T 1 ,TLES FIELOWWCEO ON SLOPES- D5E SrF" *C7LES N POIBARIT 4°PL"J'DM.
1. am S111PI w 06TALL WITLF9 PEAPQALCULU110 THE FLOR IXRECTION IV'JD PARN_LE1 10 THE SLOPE 0ONTDURE'
V67ALLATM SHALL a N A�GCOFMQJM WMI 1I�.,o0i STANDARD SPECIFIGYMON 6-01 ATO).
x RUNOfF SMALL NOT RUN NbFT: DR AROUND ROLL- A9EYIONIL STAIRIT' MAY BE MEri530LRY TO PREYFM
UNDERCVITOIC,
4, 11µ ,, SAYOL BE N%.p m RECULM4Y, ANO YMEDLATELY AFTER A RN ALL PRMOI1 S RUNOFF. RfWYE
SEDIMENT AND A=WULATIONS WEN DWEEDINO 1/2 IE *-IT BET11" 114E TOP OF T4 WATTLE AND THE
SURFACE
REVMH0k DATE
JAWAARYAAFI O1 p 2010
rY CITY OF EDMONDS WATTLE INSTALLATION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
-- a APPROVED Or E MICUSH £R-903
176TH ST SW '♦ 176THI ST SW
Sq N4
179TH ST SW
1O0TH ST SW
3
aQ-
x
toa S
n O\
NORTH
UND1511 Pee PLANTS ll4D5-NRBM 7URF CUWN)
(sEE NOTE 1] AREAS (SFT NOSE 1)
uH�llsIURBED
VND15TLIRBFD �• TITRE/LAWN/IANDSC.NPE
NATIVE VEGETATION
UNDISTJRBFSI NATNE SOIL UNpS]U:BE77 NATIVE SOIL
OPTI4'J 1 - NU ']IS , U R -AN�
K MT14 BEDS rUAF (LAWN) AREAS
VICINITY MAP
NO SCALE
I} PRESERVE VEGETATION COVER SOILS. A) nD rvRvu1 I „r. " " -
AND GRADING LIMITS, AND COMPLY WITH ALL CITY VEGETATION PRESERFVATION AND STREAM L
MTIME THE CLEARING SO IT OCCURS NO SOONER THAN NECESSARY FOR SUBSEQUENT CONSTRUCTION ACTIVITIES. B)REFER TO
ICOVER AS NEEDED
NCLUDE: TEMPORARY SEED 0 ADD( IONAL YQRdSEEDIQNG REQUIREMENTS.
SUCH PROVIDE
IDHAY TEMPORARY
RDAWARDR WOOD F S�R' MATS/BL NLETS, SUCH AAS JUTE MAY
MAT EXCELSIOR; WOVEN TRA� BLANKET; OR NETTING; PLASTIC SHEETING WITH ANCHORS -
COVER
PROVIDE PERMANENT VEGETATION � 1
COVER AS SOON AS EARTHWORK IS COMPLETE (SEEDING OR HYDROSEEDING OR SODDING).
CONTROL RUNOFF DURING CONSTRUCTION: PREVENT RUNOFF TO THE MAXIMUM
LNG THE CITY SYSTEM. FTECHNIQUE S INM THE ICLUE*, O
II)
UNAVOIDABLE DUE TO SITE CONDITIONS,DITCH ALL RUNOFF SHALL BE CLEARz
VEGETATING EXPOSED SOILS AND DITCHES; RIPRAP; CHECK DAMS INCLUDING STRAW BALES, ROCKS, PEA GRAVEL BAGS, AND SAND
BAGS; TRENCHING OR CONTOURING THE SITE; AND FILTER FABRIC FENCING. (( w U)
COST iii} INSTALL AND MAINTAIN SEDIMENT
E�I E�AM5a RO�I(SBERlr�S�NSTALL SEDLMENTDIMENT TRAPS, RANOROLS CATCHUCH AS: 13ASIN AND DRAIN FILTERS O 2} MODERATED C05T ¢ w
FILTER FABRIC FENCE, C l5 ))
ENGINEERED LNTERCEPTING ❑1 EDIMENTATIONFPONDEN GRASS -LINED LINED SWALEDOR CONSTRUCCTEED WETLAND. B) MAINTAIN GSEDIMENTHER D
(ENGINEERED
(ENGINEREa SILTATIONS
CONTROLS BY FREUENT INSPECTION OF CONTROL FACILITIES TO MAKE SURE THEY ARE WORKING PROPERLY [TRAPPING SEDIMENT
CON ON -SITE, WITH WATER LEAVING THE 517E CLEAR}, AND REMOVING COLLECTED SEDIMENT AS NEEDED FROM SEDIMENT
jjTRAPS. 1 w
IV) KEEP FRESHCONCRETE
C RE MORTAROUT OFDRISTORM DRAINS MAKING SURE TMS O WASH OUT THE USE (FINES DTO THE SIDE. NOT ADOWN THE DRTAKE IVEWAY. Q RE 0
� �
WHEN BUILDING
IF THE DRIVEWAY IS SLOPED, PLACE STRAW BALES AT THE BOTTOM OR DIVERT FLOW TO A SAFE SEDIMENT BASIN. C} NEVER WASH F-CA-
FRESHo V)
CONCRETE MORTAR INTO THE STORM DRAIN OR A STREAM.
WEEPING un
V} KEEP BUSINESS AND WORK AREAS CLEAN AND
TAIRPCAD COVER BASINS.TCH THE GRD ADEWNEN LSANDING TIO CATCHNG UP ( CHIPS, CLEANING UP
SURFACES WHICH DRAIN TO STORM DRAIN, a
Uj
ALL WASTES AT THE WORK SITE, MAINTAINING CONSTRUCTION EQUIPMENT TO FIX ANY OIL LEAKS, INSTALLING AND MAINTAINING AN
OIL/WATER SEPARATOR, COVERING ALL STOCK PILED MATERIALS, AND CLEANING CATCH BASINS. CID
VI} COVER CONTAINERS AND MATERIALS. A} COVER ALL POTENTIALLY POLLUTING MATERIALS SUCH AS DUMPSTERS, WASTOP TE CONTAINER
DRUMS, TANS BOXES, AS.H BOCCOVER ADEQ,UATELYPILES BY DEVELOPING RGOOD ER BUILDING STORAGE AREAS THAT KEEP MATERIALS METAL SCOVERED SOIL, w o
LANDSCAPI
POLLUTANTS CAN'T WASH AWAY DURING RAIN OR SNOW.
VIM] PREPARE FOR CLEAN UP SPILLS. A}} THERE ARE THRE OVERALL PRACTICES TO MINIMIZE POLLUTION FROM SPILLS: 1) HANDLE
MATERIALS CAREFULLY TO AVOID SPILLS AND LEAKS, 2 PESTASLlSI1 WHQ� NOTIFY IN NT�E3VNTCdF IMMEDIATELY
PRDVNiL7ESPILLS.R
WHEN PREPARING A CLEAN UP PLAN MAKE SURE TO: ) AND CLEAN UP KITS WHICH ARE EASY TO REACH AND USE. REMEMEEE
SPECIFIC CLEAN UP, AND Do PREPARE SPILL CONTAINMENT
TO CLEAN UP SPILLS IMME LATELY, AND OBSERVE CLEAN UP PLANS AND SAFETY REQUIREMENTS. IF THERE ISN T A PLAN, TAKE
STHE FOLLOWING STEPS:TORM DRAIN OR SEWER}STOP 0CLOSE DRAINONLET ANDSDIVERT ANY IOURCE OF iNCOMING WATERIF TM 3] COVERERE'S A HTHE SPILANCE E SPILL
LABSDRBENTER THE 0
STORM A DRAIN
THAT CAN BE EASILY SWEPT PR PICKED UP SUCH AS KITTY LITTER, SAWDUST, VERMICULITE MAKE SURE THAT
MATERIALS SED FOR HAZARDOUS WASTE CLEAN UP ARE TREATED AS HAZARDOUS WASTE FOR DISPOSAL , AND 4} REPORT SPILLS
TP ITY DEPARTMENT EDMONDS
CDLOGYENGINEERING DI ISI0NCHYDRAULICS ENGINEER AT 425-771-0220: OR FOR LARGE PILLS, CONTACT
oCONNELL CIVIL
VLN}TIOS DISPOSE WASTES
E: PROPERLY
Y IF ITR15WASTE HAZARDOUS52LDEPENDS ON ) ESTIMATE THEBOTH AMOUN TINPROPERTIES
3_) DETERMINEOUNT OF THE THE DISP 5AL WA
STE ENGINEERING
METHOD, AND 4} IF NECESSARY, CONTACT A HAZARDOUS WASTE SERVICE. THIS 15 A VERY BRDAU SUBJECT AND YOU HAVE ANY 0235; OR THE 2812 COLBY AVENUE
SSQESTIONS ABUT NOHOM 5H COU NTYvHO DISPOSAL
ST THE WASTE(TY OF SPOSADLMONDS STATONEATC425 RC-fi 50LING TOR AT 425-771-EVERE T WA 98201
IX) MINIMIZE WASTE. WASTES CAN BE MINIMIZED THROUGH GOOD HOUSEKEEPING, SEPARATING DIFFERENT WASTES, SUBSTITUTING
747-3494
NON -HAZARDOUS MATERIALS IN PLACE OF HAZARDOUS ONES, AND MAINTAINING PRODUCTS AND CONSTRUCTION EQUIPMENT. PHONE., 27EORRY26® AHOO.CDM
REDUCING WASTES WASTE REDUCES POTENTIAL SOURCES OF POLLUTANTS TO THE DRAINAGE SYSTEM BUY
ALSO PRESERVES
NATURAL RESOURCES. THE FOLLOWING ARE A FEW 0FAS: 1} USE SOLVENTS MORE THAN ONCE, 2] BUY T}iE LEAST TT LA
PRODUCTS AVAILABLE, 3} BUY ONLY WHAT YOU NEED AND llllSE ONLY WHAT IS NEEDED, 4) PURCHASE PRODUCTS THAT LAST
LONGER (D—FER nULAITY], AND 5) SEE IF OTHI R5 GAIN USE YOUR WASTE (USE THE SERVICES OF INDUSTRIAL MATERIALS
EXCHANGE 206-296-48997, FORM RE INFORMATION CONTACT THE CITY OF DMONDS RECYCLING COORDINATOR AT 425-771-0235.
N BE RECYCLED, AT LESS
X) RECYCLE
AA DISPOSAL UNWANTED METHODS- MATERIALS
THE CITY HAS DRECYCLING UCED GUIDES AVAILABLE CONSTRUACTION EREGARD NG'S CAN ECVNSTRUCTION, DEMOLIT ON,
AND LAND CLEARTINGCDL) ACTIVITIES. THE RECYCLING GUIDE LISTS SITES THAT ACCEPT CDL MATERIALS AND AND OUTLINES
SEPARATEHOW OEWASTESO3j AVOID PHENOL, 4)OTHER WAYS KEEP RECEIPTS,MAND 5) RECYCLEAKE RECYCLING WWHAT YOUORK ARE: 1}ANURCI�ASE RECYCLED PRODUCTS, 2)
XI} PRESERVE/ENHANCE STREAMS, WETLANDS, AND ADJACENT VEGETATION, PROTECT STREAMS AND WETLANDS. REMEMBER, STREAM
AND 425 WETLAND
TL 02DOPROTECTION
OR MORE INFORMATION. SREQUIREDBY CITY OF EDMONDS CODES. CONTACT CITY OF EDMONDS, PLANNING DIVISION AT
XLI) EDUCATE EMPLOYEES AND CUSTOMERS. PARTICIPATE IN WORKSHOPS, COURSES, AND KNOWELEDGE TRANSFER. CONDUCT ANNUAL
WATER QUALITY TRAINING SESSIONS FOR ALL EMPLOYEES. INCLUDE WATER QUALITY IN NEW -EMPLOYEE ORIENTATIONS AND IN
WAITER QUAOTYD S THE MAKE RESPONSIBILITY CUSTOMERS D EVERYONE. AWARE OF BMPS, AND EXPLAIN BMPS TO PEER BUSINESSES. REMEMBER,
PROJECT CONTACTS
OWNERAPPLICANT ARCHITECT
- ,\ RAID DESIGN FOE JOB #: 14D3
BARBARA WEISS/MIKE COOK
�`
7416 176TH ST SW 2812 COLBY AVENUE
EVERETT, WA 98201
E.ARCH . FOR
T13ACK5..11, GRADES uaq
�
12 SWPPP ELEMENTS SEE SWPPP NARRATIVE FOR DETAILS
EDMONDS. WA 9802E
CONTACT: ROD WICKHAM
Nt
EtE11AENT 1: MARK CLEARING LIMITS. PRIOR TO BEGINNING LAND DISTURBING
PHONE: 425-252-2789
uL HE9GHT5 wALTFrc pFAIIV
STEMS SHALL QONFORM TT]'•.,
FtECOMMENDATIOH
ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY MARK CLEARING
AND THEIR BUFFERS. ANT] TREES THAT ARE TO BE
t,iF }+( EMAI}�: RAfl.DESIGNC HOTMAiL.CDM
f 1
SURVEYOR
:p11<CyNICAL
iarrlQ .SuuL e6 OES[GNEA
LIMITS, SENSITIVE AREAS
PRESERVED WITHIN THE CONSTRUCTION AREA-
PACIFICCOASTSURVEYS, INC. AR GRIST
•
PO
` �.
ELEMENT 2: ESTABLISH CONSTRUCTION ACCESS. CONSTRUCTION VEHICLE ACCESS
MILL CREEK, WA 98082 TONY SIHOFFNER
0 '.
ti�
AND EXIT SHALL BE LIMITED TO ONE ROUTE, IF POSSIBLE.
CONTACT: DARREN RIDDLE ISA CERTIFIED ARBORIST #PN-0909A
�\ \ '�A \ `�
�� '�
FLOW RATES. PROPERTIES AND WATERWAYS DOWNSTREAM
PHONE. 425-508-4951
EMAIL: DARREN@PCSURVEY.NET CTRA #1759
\
\ ` `1
ELEMENT 3- CONTROL
FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO
�\"L
INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER
FROM THE PROJECT SITE, AS REQUIRED BY LOCAL PLAN APPROVAL
G E TECHNICAL ENGINEER
W
RUNOFF
AUTHORITY.
THE GALLL GROUP
I.L
I 1 r
+
ELEMENT 4: INSTALL SEDIMENT CONTROLS. PRIOR TO LEAVING A CONSTRUCTION
5034 18TH AVENUE NE
FERTILE, WA 98105
I A
k,
SITE OR PRIOR TO DISCHARGE TO AN INFILTRATION FACILITY, STORMWATER
DISTURBED AREAS SHALL PASS THROUGH A SEDIMENT POND OR
CONTACT: PAUL STOLTENBERG
•
f
RUNOFF FROM
OTHER APPROPRIATE SEDIMENT REMOVAL BMP.
PHONE: 206-525-5097
z
EMAIL: WWW.GALLl.COM
�
� � r
ELEMENT 5: STABILIZE SOILS. ALL EXPOSED AND UNWORKED SOILS SHALL BE
N
I I
STABILIZED BY APPLICATION OF EFFECTIVE BMPS THAT PROTECT THE SOIL FROM THE
SHALL
Bpi
T I
EROSIVE FORCES OF RAINDROP IMPACT, FLOWING WATER, AND WIND- NO SOILS
I i j
REMAIN EXPOSED OR UNWORKED FOR MORE THAN 2 DAYS BETWEEN OCTOBER 1 AND
"
I I
' I
APRIL 30, AND NO MORE THAN 7 DAYS BETWEEN MAY 1 AtsD SEPTEMBER 30-
CONSTRUCTION NOTE:
I�
ELEMENT fi- PROTECT SLOPES. DESIGN AND CONSTRUCT CUT AND FILL SLOPES IN A
ALL WORK SHALL BE �N COMPLIANCE WITH THE
7-
z
`J 1 �' �� i
MANNER THAT WILLMlNIMIZEEROSt0N-
GEOTECHNICAL REPORT BY THE GALL( GROUP,
_
O
I ,
ELEMENT 7: PROTECT DRAIN INLETS. ALL STORM DRAIN INLETS MADE OPERABLE
❑ATE❑ MAY 20, 011, PROJECT # 1518 -01
DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF DOES
FILTERED OR TREATED
NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING
TO REMOVE SEDIMENT-
ELEMENT8: STABILIZE CHANNELS AND OUTLETS, STABILIZATION, INCLUDING
ARMORING MATERIAL, ADEQUATE TO PREVENT EROSION OF OUTLETS. ADJACENT
AT THE
� U7 z
STREAMBANKS, SLOPES, AND DOWNSTREAM REACHES SHALL BE PROVIDED
LEGAL DESCRIPTION:
OUTLETS OF ALL CONVEYANCE SYSTEMS.
LOT 2 OF CITY OF EDMONDS BARBARA WEISS-HOLMBERG
27
M
ELEMENT 9: CONTROL POLLUTANTS. ALL POLLUTANTS, INCLUDING WASTE
SHORT PLAT AFN 201802095001 IN SECTION 8, TOWNSHIP
SNOHOMISH
� Q
k
MATERIALS AND DEMOLITION DEBRIS THAT OCCURS ONSITE SHALL BE HANDLED
OF
NORTH, RANGE 4E OF OFFICIAL RECORDS OF
�.
AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION
COUNTY, WASHINGTON,
STORMWATER.
Q 2
r l
w
ELEMENT 10: CONTROL DE -WATERING.
ELEMENT 'It MAINTAIN BMPS. ALL TEMPORARY AND PERMANENT EROSION AND
SITE CLASSIFICATION.
r
O
SEDIMENT CONTROL BMPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED TOCATEGORY
2 SMALL I
O
ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE
SHALL BE CONDUCTED IN ACCORDANCE WITH BMP SPECIFICATIONS.
WATERSHED: TERRACE CREEK
(17 Iif
AND REPAIR
ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED
z
WITHIN 30 DAYS AFTER FINAL 517E STABILIZATION IS ACHIEVED OR AFTER THE
NEEDED
TE I N FORMATION •
Z U (n
TEMPORARY BMPS ARE NO LONGER
ELEMENT 12: MANAGE THE PROJECT. PHASING OF CONSTRUCTION, DEVELOPMENT
PROJECTS SHALL BE PHASED WHERE FEASIBLE IN ORDER TO PREVENT SOIL
cRass: SF�D DR sco EROSION AND, TO THE MAXIMUM EXTENT PRACTICABLE. THE TRANSPORT OF
SEDIMENT FROM THE SITE DURING CONSTRUCTION. REVEGETATION OF EXP05ED
AREAS AND MAINTENANCE OF THAT VEGETATION SHALL BEAN INTEGRAL PART OF
17s' of coNwsr wcoRPDRATFD THE CLEARING ACTIVITIES FOR ANY PHASE.
2- ORP WIC NULCM %�1�-f3�%�/f
3• CROFT
IN(.'ORPORATED INTO 5• OF
INTO 625" OF SITE SOIL CORAL
WENDED DEPTH OF A5•, FOR A
SITE SOIL (TOTAL MMENDED
SETT m ciu'm OF 80
DEP'"FF OF 4.5 FOR A
SFTTLED UFPT`1 OF B-)
8-
I '- I•
SUB5dL SCARi160 4' BELOW
,L
SJBSOC SCAJT:F1m 4' BE1AW _
COMPOST AIILNUED IATLTl
C')MPD5T AMENDED LAYCR
'hi (12° BELOW 591E RIHFACQ
[12" BELOW SOIL SURF" -
(lpl TION- 2- A I S7R 57 K N A -L�JQ
GENrRAL NOTE
PLINTA* BEDS TURF CLAIM) ARE'S
7. AREAS Dr NO DISTURBANCE
SHALL IE FENCED AND D( S1vG
PRRiOOTTD:Fh S001,
2 OR LCH %ff� OR SOON
FROM T TOY
REYAL;FS.
2. TO MEASu.RE SETT11-13 aEPT0.
- 6• WPORTED
WATr7R SOIL SUFFiCICIV Y TU
6' IMPORTED TOPSOIL
MIX Fuuy SATURATE WRTHM9
TOF�.A4L YIK
IDmn ,y5C1ED
V.119Nr. FR0570K
(COMPACTEDR
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R�OuIiEMERTS IN THE 2017
EDMONDS S;OWNATEFI
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IS AC9 DOW (CHECKLIST 7).
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REOUMEI7) TO fE TO &.7% Ohm)
TOP301L
TOPSOIL
W OF THE MA%IMLM DRT DEN91TY
PER µONRE➢ PROCTOR TE'1
nPTInN 3 - lMP[7RT FSjP$pIl
(+L'+'A+A 01`557)•
R-ASICN bATE
POST CONSTRUCTION
SOIL
DECEYBER 2917
f CITY OF EDMONDS
QUALITY
AND DEPTH
PUBLIC WORK5
STANDAPD
;;. _:_ DEPARTMENT
DE`N_
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APMOvEO O'!:
SWPPP NARRATIVE AND PLAN
VOLUME 11, CHAPTER 4 OF THE FEBRUARY 2005 DEPARTMENT OF ECOLOGY
STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON PROVIDES THE
BEST MANAGEMENT PRACTICES [BMPS] THIS SWPPP S17E PLAN AND THE SWPPP
NARRATIVE REPORT (A SEPARATE DOCUMENT) CONSTITUTE THE ENTIRE SWPPP_
THEENTIRE SWPPP SHALL BE POSTED ON THE CONSTRUCTION SITE -
COMPLIES WITH APPLICABLE CIVIL SHEET INDEX
CITY �QRMWA�R �0�7E C1 GIVER SHEET & SWPPP NOTES & DETAILS
J� C2 SWPPP & TESC PLAN
C3 SITE DEVELOPMENT & STORM/UTILITY PLAN
C4 NOTES AND DETAILS
J1 _
ADDRESS: 7412 - 176TH STREET SW
EDMONDS, WA 98026
TA ACCT NO.: 005136-000-016-02
SITE AREA: LOT 2: 14,755 SF (0.339 AC)
(NET=14,006 SF (0.32 AC)
pppRpVENING
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APPROVED FOR CONSTRUCTION
CITY F EDMONDS
DATE: - —------------
--- - ,,�
.—
BY: ______-7 �� �f 9 _--_-____-_
CITY ENGINEERING DIVISION
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APR 1 2 2019
BUILDING iF EDMdDS
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CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-424-5555
(OR 81 1)
UTILITIES UNDERGJROUL4D LOCATION CENTER
Know what's DBIOW.
Call before you dig.
UTILITY N ATE
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THIS PLAN DOES NOT PURPORT TO SHOW THE
LOCATION OF ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE
PURVEYORS OF ALL UTILITIES IN THE AREA TO DETERMINE THE
LOCATION AND DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE
SfTE.
SURVEY NOTE
THE DESIGN ON THESE PLANS HAS RELIED ON THE SURVEY
INFORMATION PROVIDED BY THE PROJECT SURVEYOR. SURVEY
INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE ONLY.
THE CONTRACTOR SHALL VERIFY SURVEY INFORMATION WITH PROJECT
SURVEYOR PRIOR TO CONSTRUCTION.
IN SW1 /4v SW1 /4, SECTION 8, T.27N., RAE, W.M.
BMP LEGEND
SYMBOL ITEM
SD INLET PROTECTION
E:S Wes: — S V V �::] STRAW WATTLES
v a,7
CONSTRUCTION ENTRANCE
2
x x FILTER FENCE
TREE PROTECTION 4' HIGH
ORANGE PROTECTIVE FENCING.
---fin CLEARING LIMITS
COE STD DTL #
ER -902 (SEE SHT Cl)
ER-903 (SEE SHT Cl)
ER-901 (SEE SHT Cl)
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4WALL H EIGHTS & WAL�FTG I N
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OCONNELL CIVIL
ENGINEERING
2812 COLBY AVENUE
EVERETT. WA 98201
PHONE: 206-747-3494
EMAIL: OJ ER RY2 $0YAH OO. C OM
OCE JOB #: 1403
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1. FILTER SOCKS (COE STD DTL #ER-902 ON SHT Cl) SHALL BE
ADDED TO ANY CATCH BASIN DOWNSTREAM FROM THE CONSTRUCTION
SITE (BOTH OFF AND ON SITE).
2. ALL DISTURBED SOILS SHALL BE COMPOST -AMENDED PER
13MP#T5.13 AND COE STD DTL #SD-642 ON SHEET C1.
3, STOCKPILES SHALL BE COVERED WITHIN 24 HOURS.
4. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL
OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: � slr9_----
BY: __ ___-r;,wLw---------__
TY ENGINEERING DIVISION
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SCALE: 1 "=10'
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SWPPP & TESC PLAN
R `3 L; I
APR 12 2019
BUILDING DCPART►o
CITY OF EClrivi+_ •c'
IN SW1 /4, SW1 /4, SECTION 8, T.27N., R.4E, W.M.
-- -WAL-C��TI--N�-_DRAI LEGEND -CONSTRUCTION NOTES: ;
r- - - 1 ' CONSTSTENT WIT1r--E-DWI' Ds C-OMWUMTY—
PERFORATE❑ WALL DRAIN - - - -Wd- - - - _
DEVELOPMENT CODE 18.80.060, DRIVEWAY + N
GRADES SHALL NOT EXCEED 14% SLOPE. r
SOLID WALL DRAIN Wd T
\ , BRIM=275.34 , ► , U 1
IE 2, E=266.59 ' 1 ', ; I s 2. ANY WALL THAT IS SURCHARGED SHALL
-w LLJ
'i i I s� LID BALL/FTG DRAIN BE DESIGNED BY OTHERS ¢ z
IE 8" N & S-2fi-..ST , 1 W W ` W ex 241 di wtr ff T� SD
N 1 �' '{ I< i I ; ; F w ' �'w w w _3. CATCH BASINS: IF THE RIM TO INVERT - U
EX C6 RI 258.69 , , • •+oo �', 1 1'+ ',1'' ' ELEVATION EXCEEDS 5-FEET, THEN A14 oc
4 SD 01 ' ex swr �lO CI PU o o . MUST ,, ,+ t i � - � ' �--- � f j L , � TYPE-2 MANHOLE SHALL BE REQUIRED. o � �
rE 4 " PVC(E 156.0 ; 25 2f - TOR _ 0 - -- - SS----- - S5 TV Y - GA " I , r r' 1 , , z cc
�. 5' A - - -
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-- r' SHE MAK X. AW ACC BLE `,
1
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-_ -- ,, a] �, i ' !. Q � � r � 1` � ,r 4 CONTRACTOR SHALL OBTAIN 5rH � o~. vi o vi
I 1
ec EN TAC ED S P c ► 0 INS`�ALL s�' SSCq + IST FIRE -AID ; Q + ► DRAWINGS' FROM DETENTION TANK
IyTL ��SS- 00 Q ADDRESS SIGN , II ; `; +' �� MANUFACTURER PRIOR TO INSTALLATION. Q
_ r IF NONE POESENT
f - — _ ,•c
00
Ce RfM=261,60 - _ _ '�- t , CanIF��C rU -P' w—r ----- I`.J k
r i f , r
IE 2" QI/NW1-,�59.95 _ - �, e t r , ' ` BUMF'' AT << .�� t , G ' ,.'
fop+ i J � - U7 =[� N • - `. ,r � � 1, I Ex. UTII��i. C.B ��. �`�,, & �� 1 '�, + 1 l � ff � � ��
-- o cn f c I l 1 , TO DIRECT DWY ■1 r i `,
HP/' OAP I UNOF�F I�ITQ GRATE �, ' '� ' �, ►,- i
CR ' - SD_ - 1 BHP' , , ti
f !p _- - SG 5p J , �..�. 1 �' ' 1 ONi? , HP
_ - - - b BEGIN EXtRUDEb �� ', 1 , 1.
G CURB do DITCH'
;CD
► �, ■, ■ , - _\
SD
Go
l r •` Jff46 -a 5DFi3 0 23�aA MSD 87'ry$'PVC 5DR [).60X $WR xIIG NE`W Cb35�"TYP-2
- SWR RING CONTROL TRO STRUCTURE
}' NEW CSID
8 2+►�TYF�E 1 wd , '■� ,, -
td RIM279:�0
aS-eDrr r LOCATION STD g - - _ _
► r GRATE IE 271.OD (36 S , .
OF EX. DETENTION TRNK - - - - - - - - - _ - ° 1.D0 ' 8" ' �. �` - - - -
a l ► ' �9,3 FX S RIAt=275:OfT l �, IE=2 [ OL�T- �, . - - 14.755 SO'
°R� �R•41 Pic . IE=270.48 (80IN-E) .� c�` 'SEE D'E7AIL SON S'HT CIF, `, `, , �, ', '.� -, ••, - _ _ 14,ad5--S- . FT.
1'� '+� ► ,{ , ',` i `lFN 71 pam
2gS NTCESS` IE �4•r5_ ( ) ., '■. - - SEE -ARCH PLA1+1� FOR BLDG `
+ + + I 6p IE 27'x.70�'II►�D/F'D RESTORE
i ► , ' + _ -—r - SETBACKS,.WALK GR► DES AN `
' , , ' + ; I � �"37.7 N E8' 12 59 W � `, 24.32 ~� ' �' , , �C. CONC. �WY � � '� � ., _ _... ` ■
%' k f S-S4 5 5L SC y , ► L ❑EfAIL&
1 ' NEW CB 1 ^rTYPE i ,' - 1,• WALL/ G DRAIN _ - 0 -
■ + ► ' + + ,' Ex- CB r?II_=� B9 J s 4" SD - SO' N 'fi DETENTION i'AN#�.
GRA ,` / a€ -e -PVC(E)=276.29 e ,N, �` ate$ - , W/� COWER (MK) ►► a WALL HEIGHTS & WAL FTG l� I
' RiM= 62.0 {EG) I ; .' - earror� raNK=27r.ss r6a (50 ) - ' - �. '. - TEMS 5M4LL CONFC M T+D�
iEz39.3t 12"our—F) ,� �.' r ' f Ex. Cg RIM=275.87 - _ - Ff _ - iNVE T=27'1.DD 1 ► _
' + " , r a� PY w=275,52 ____- ar°'�� - ,. Al SEE 1�ETAIL, ON S#jT C4 , `` �EOTi;k�NICAL �E�OMMEIATIDNS
u+ IE=259.63 i ($ IN-E), �, 1 r E C() f , _ _ _ _ DESIGNED
A ► ', , ', , ► + � _- , - f o o � � � O. DEEP ►► • � LL WALLS -HALL BE, DE G1VED .
<��t � ' PERK PVC ►' _ Y QTN ERS. ti
r- `� ITCH ► ``, ` ~`. ► ■
0LJ 1 UR�VV�ii� i fiAU 0 � - �� 9sF��, _ %, � �� DRAIN � � •_ � _ _ ► - - -, � ,
FISP�RIf l EX. +�" CLAY 51D£ SEWER �� 41,C'�s, 1 . 1W� , , ` �lp` ■, .` ``
l '► + i ', j y 1 i FOR LOCATING ALL AN -SITE UTILITIES. EDMONDS PERMfT /#3960
E�', 15' WOE INGRESS, � `.� ■ `�
�CATI]iiEiliSION TO RNV UTI E� ( ) ► crF.3' �r� -
, APPROX E RESS & UTILIiY� ► , la : ,
lllJ4Y �: lrP1�RATF !'FRFAI7 EX. 6' CLAY S SEINER , �ASEYENT PER 1 ► � `. �*T� �E�- � ► ~L.� �
PER EDMONDS PE Mil #4273 ' ►
I , AS MO NM IN DL.1 i, 51 �A ! WEISS-JIU�MBEhc SHOR? 3 •r [ ' ► `, ��
_ \ PLAT AFAl 20j8fj2095Q07 ► - UIW5 ► ►
1
�A 'f
.f
1 , , t , , t , �`• ' ► DRAIN STU$OUT' -' �• ti . '.
r OCE JOB 1403
` l , S Np11k: Ex. SIDE wER SHALL BE TV'D
�,�, �u,� HEW , nTCH - - ►
, t , � + t � , I Ur►r+w■ � 9Y 7HE CONiR E �►AYNdUR RE VIDEO � � � CURB EXTRUDED � ► , -�•rc. . .. ` -,` +
' � `, ► ' i `+ ` i i i i I i �� � SUSIIIIIT[lrfl TO � � � � ►► � �2$4.QD ---, � • � . �, •• , .'
' I -F0 BE TIED � AND AP PRIOR TO REUSF_ - GARAGE
CVSTC PROV N' WALL/FTG OIRAIN �► g FF=288.0
:l +ti + ,� , + I i ❑F � WATER : � EX, 10, SEWEk�'MENT L.DG:, STUSQUT ► -- - - - ► `` k
RFUID. ffR AF# 2222065 "
4 SSCD ' +
1NSPEVONS BE ;' ;t UD TYP. �' ry DTL #SS-200 -- -- y
() Er j.1326 _ E IE=283.0 `
k , , -7T -��� r �_ QED B OLIIa� TYP. ►► WATER "SERVIEE - ' ` ` ' ' ► , ! +
�` ,` ► ,� i i I , . t 425 :1 Y i3 TOP 281.$ } i ' 4,P4, ?88. 0 - - - _ -1=y /2 ' CQPPEi
i' (TYPE L MK - ' •
1 1 �► `, '+ i '� i i i ONNECT TO WD/FD WjiRACER WIR-
LOT $A a I f r
/4 ^+4"PVC 0 1.25% , ; �^ � - - - - � ' f i ► 1 }}
i 14,549 SO. F7 IE=279.45 `' 0 - - - - -
g It l a{ , } + , , I , k DITCH � � _ I ,I I ►
l ► , k k 14 372 SQ FT. NET -
NEsW��,CB#4 f ; & a{d _ SHOP FF= 29�0 . , I { , ' . i
i ; 54 1 f rE-'�4� ', •► ,■' 1 ', ■ . .
+ + ► ► i l '1 !! rr RIM= ;I
1 lJ [`1 1
�I1 . HOUSE O.J E IE=271.40 (36"OUT-N) ��5 '',� � 1�1 • ., a z , • .• , � 1 �
► ' ' ` ` ' (B"IN-S rn c�_ .' ED,; r� �87 1 WALK +I �• '►
■J7416 IE-279,00 ) z �: 6P. E RUD � .' 19 , JJ
�+ a& oNc. CURB - 1 '. �, ,ft
l.
1 , 1 x wYE cr ► ► `
ACCEPTABLE ifGHTLAI SWP CONNECT: T4 E . E �+. $5 f a CAPE. ;` • 1 DRAIN wSTLJBoUT '7 Z
TF,F+ 6'd PERMIT#4273; IE=276t SSCD N ; ` l
MP► fAl. - s'DP} '` AREA��k ' a IE=285.7{3 N
I ► . 1 ,CDR 35 CB#5-TYPE 1 (VANED} �a - �+' •� -'� ' + I ,
CH 40 RIM-285.50 ,' - - f.. } i i ; Z
J-' `. ',r� ` ► + ' �� t, ' IICB�I shrll a , ��;;uGa ail ddmGg►2 ii] (11 - V-281.50(6"IN/OU ',�' ..•'� •� ` p0� , i i i Q
■ ' TaRM■ DRAIN
' ► , uu
Ex.l 5' ]�, 36 �, O►froJ,. ;� ir,a-!ge,,vents lit City E81�? N.�u '[i'. p + I
EA EMEN' PER 1 '� l.wt►y + ��- ,.y'khrj3 that is rsLte+ ` f B d bk. 33 :. a� $.�;� 288.440 �� 9� + + PERF. PVC
' l RG SN• RT A2
r -, i ,, ►' �' WEAS AFQ� �0? 8,02D95®D 1 : ' r ti di!�{ivEl !► : n�r.�lt[Ad I]rof eCi. CONNECT TQ Ex. W1 END l]D f p 6�PV�' ;+q i WAL� DRAIN (TYP Z_
+ , PL I
' w $D < ' Z
,. i ' ►, ' ► .. _ !, - - - - - - -- -• EX. 5' WIDE WATER & 1-1 /2" COPPER CUR 8 s$ 3S sD ,+
TQRM DRAIN EASEMENT do CER WIRE g6 3 ■ $6• .I 4i'^�4"PSVCWyS & fd 28S.S +l
S IIOLMBERG .
•` ❑ WALE. ► � .. � � .. � � , ~
I EC r
T AFN I LAND CAP AREA ,' t9� �' ,
SNORT PLAT �9 �'l grd bk W
+ +, j " W#,I TO BE`. 201802095001 �6�
f'
INSTALLED ' ---1 �['��Q J w "' r _ _ _ 1`
�"Y1 �r COPPI�R \"' 1�IIN.} J r- , J B - _ _ _ - ' fr- d' Ji r k IT
► - FOR LOT $ 1� 4+v ,' 288.5 — _ _ _ _ ~ 2s0.3e r r' f W
► WA + Q
,.-7, S �90.Deg 2.3 ~1.9 f , '�
Ri�Cl:t _ .- .' r' � � � 290.Oe 2.$
W ~� ` .3e 8 9 r SS �_ ` fr r
\�_ �- \ - rr` f!'f. i 2.3' 287.Ofc1-_--------- 3F.- --_ S r� ! +I 1 �+
7 _E)( �7ING 1 a ROAE3WAY - - - - _'ss 2s2 Q - - J - - � 0
G +y � _ _ _ ■ ti - , EASEVE AFN 1244505 - - - - , I C806- PE 1 (57 V J
-WEWAY KO
M kW LU INV=283.70 (4 dcE)
AiLOWED 14°� INv=283.4Q(s"OW)
r t J_,l.-- �NNOTE:
REINIt WALLS IN -MEEXISTING-t6' ROADWAY I1 1 r� 0
EASENENF AFN ]2445D5
SETBACK EXCEED
_1a SHALL -NOT J f. - - Z' AN -HEIGHT ROM ORIGINAL �
r LOT 2, fMPERVIOUS AREAS
+ ex�8as �,- , - GRADE TQ IiUGHEST POINT OF
- '�_ ' ���` ! BLDG (EAVES/WALK}= 3,355" SF _ _ �_
-�. , , r �� h I , ,f WALL SUPPORPNG-- SOIL. _ � ' Z (,] u j
CO E STD D ETAI L LEGS V � ,DRIVEWAYS 2. 10 SF
ITEM COE STD DT'L -_ '
+ , BLDG PERMIT TOTAL= 5,765 SF= 5,76�rJ/F * 1,325SF OF HQRT PLAT FRONTAGE r �
k f (SEE SHT C14) SHORT PLAT IMPERVIOUS AREA= 1_,32�F* IMPROVEMENT,5MITIGATE - BY LOT
EXTRUDED CURB TR-5212 GROSS TOTAL= 7,090 SF BUILDING PERMIT
I + SCALE: 1 "=1 D''WATER SERVICE WA-1/31
CATCH, BAS#N (TYPE-1} SDT303
I ' . I
�k �1 CATCH BASIN �1�'PE-2} Sp-30❑
r ,
TOR
FLOW CONTROL STRUCTURE
SD-301
SEWER CLEANOUT
SS-200
CALL 2 WORKING DAYS BEFORE YOU DIGUTILITY
NOTE
-8- 4 Z 4 - 5 5
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. THIS PLAN DOES
THE
FIRE -AID ADDRESS SIGN
TR-570
NOT PURPORT TO SHOW THE LOCATION OF ALL UTILITIES. THE CONTRACTOR SHALL CONTACT
®
8 1 1
ALL UTILITIES IN THE AREA
THE SITE TO DETERMINE THE LOCATION AND DEPTH OF ALL
VANED GRATE
SD-323
(OR
)
UTILITIES ES ❑N ADJACENT TO
UTILITIES UNDER c� OU�v D LOCATION CENTER
Know what's D@IOw.
SURVEY
NOTE
STANDARD GRATE
5D-324
THE DESIGN ON THESE PLANS HAS RELIED ON THE SURVEY INFORMATION PROVIDED BY THE PROJECT
Call before you dig.
SURVEYOR, SURVEY INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE ONLY. THE
SHALL VERIFY SURVEY INFORuATION WITH PROJECT SURVEYOR PRIOR TO CONSTRUCTION.
CB STEP 8e LADDER
SD-423
DATUM: NAVD 88
CITY#: BLD 2018--1520
PLN-201 1 —0008
APPROVED FOR CONSTRUCTION SCALE: 1"=10'
CITY OF E D M O N D S SHEET:
DATE: — — — — — 7/5 _---------------
----- --C3 OF 4
BY: -
SITE DEVELOPMENT &
-
ENG#NEERING DIVISION
STORM/UTILITY PLAN
CONTRCC
LINE
TYPE f`
AREA (SQUARE FEET}
I"
NON-R,�GULATED � .'� I
¢
If
EXEMPT
�,E�GULATED
i� I
2.
U' G " ' Yo Jf
REPLACED (EX. IMPERVIOUS REPLACED BY BLDG PERMIT }
fl
909
3.
NEW (POST 1977) (1,325SF=SHORT PLAT) +( 5,765SF= BLDG PERMIT) - (REPLACED=909SF)=
+
6,181
4.
TOTAL REGULATED IMPERVIOUS AREA
=
7,090*
5.
TOTAL AREA MITIGATED BY EXISTING STORM MANAGEMENT SYSTEM(S)
-
0
6.
REGULATED AREA NOT YET MITIGATED
=
7,090*
7.
AREA PROPOSED TO BE MITIGATED BY LID TECHNIQUES
=
0
8.
AREA PROPOSED TO BE MITIGATED BY CONVENTIONAL SWM TECHNIQUES (TO DETENTION TANK)
-
7,090*
■`3U13
APR 12 2019
BUILDING DEPARTA'IF
CITY OF EDNION+,
GENERAL NOTES
1.ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS
STANDARD PLANS AND DETAILS. THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER
APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
-CURRENT INTERNATIONAL BUILDING CODE (IBC)
-2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION.
--WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY
OF EDMONDS STANDARD DETAILS, UNLESS OTHERWISE NOTED.
3, COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND
THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET
OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF
REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE ❑LAMER PRIOR TO PROJECT COMPLETION
AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF
EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT
APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN
FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND
SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE.
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER PROTECT ANY OTHER
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS:
PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE, AND CONDITION OF
EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW
UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY
OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTEE) ON THESE DRAWINGS. ENGINEER
SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND
SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT
LEAST 48 HOURS PRIOR TO CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE
BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES-
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD
CONDITIONS.
11, CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE
APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF.
ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS
OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT,
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS
PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM
COMPACTIVE ACTIVITIES (LE, HEAVY EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO
VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT,
LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND
REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT.
15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
BUILDINGS, LANDSCAPED PLAN AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES.
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION
DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO
THE STORM DRAIN SYSTEM WHERE INDICATED ON THESE PLANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION
PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER
EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED
OTHERWISE.
19. ALL BOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO
THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF
ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS,
21. A SEPARATE IRRIGATION PERMIT MUST HE OBTAINED FROM THE CITY PUBLIC WORKS
DEPARTMENT PRIOR TO FINAL CONSTRUCTION ACCEPTANCE PROVIDE TO THE CI
TY WATER
QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE
FAXED TO 425-744-6057 OR EMAILED TO JEFF,KOBLYK@EDMONDSWA.GOV. SACKFLOW
TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER,
22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE
RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCT)ON CONDITION IN ACCORDANCE WITH
APPROPRIATE REQUIREMENTS AND STANDARDS.
23, ALL DISTURBED SOILS AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE
METHODS FOR THE PREVENTION OF ON --SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION
CONTROL REQUIREMENTS.
24, THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING.
WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
25, THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT
OF SOIL AND ROCK MATERIALS ARE REQUIRED.
26. SLOPIE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT
ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR
A MINIMUM! DISTANCE OF 10 FEET.
28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING
AND BRACING AS NECESSARY TO PROTECT WORKERS. EXISTING BUILDINGS, STREETS,
WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS
AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES
FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER
ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS
WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHALL.
30, COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS
AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY
COMPANIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE
WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES.
31. ALL LJTILITIES SHALL BE PLACED UNDERGROUND.
32. EXISTING UTILITY LINES IN SERVCE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK
SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF
EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING,
33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS
ARE INDIC14TED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE
APPROVED BY OWNER'S REPRESENTATIVE AND CITY.
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE,
35, TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE
COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL. BE PROVIDED TO THE CITY PRIOR
TO PAVING.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE
POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
37. SEE MECHANICAL DRAWINGS FOR (WHERE APPLICABLE) FOR CONTINUATION OF SITE
UTILITIES WITHIN THE BUILDING,
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK.
SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM
1�MA16MM M1 WIDTH OF TRENCH AT TOP OF PIPE
. 36' FOR PPE UP TO AND INCLUOND 12" DIAMETER
P LARGER N DIPACIE:N
- 15 'FOR PIPE THAN 12 NOMINAL
0.D PLLI9
2. REFER TO CITY OF EDMONOS MODIFICATIONS TO DMSNON 9 OF WSOOT STANOArO SPECIFTOAtI0N5 FOR NAIERUL
GRWATON AND AOOMOKAL IHFORAMATACN-
3.TRENCH BACKFIL $FILL MEET A MININUM COMPACTION! OF 95% DENSITY PER ALTAR 0 1557-
I, E LNSTADLE MATIRAL IS ENCOMNTFfED CE M PIPE ZONE. CONTRACTOR SHALL RDAOVE AND REPLACE AS REWIRED
BY CITY DOUNEEB,
REV190n GATE
ola
CITY OF EDMONDS 3NITAN RD
- t.
TYPICAL TRENCH SECTION
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL eJj IjP36 APPROVED BY! IL EMOLM GU-400
l
SEE APPUCJ9_E STANDARD DEYAI$
FRAME ANO GRATE
5
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
IRSIDE DAAMETEA
RE"FORCIED OR
12•
PLAIN COHC1ikiC
ALL METAL PPE
1 s•
CPSS.-
1 y
(WSwr MD SPEC 9-05.20)
SOLID WALL PVC
1 y
(WsDOT SM SPEC 9-05.12.E1})
PROFILE WALL
15'
{1Y.xDOTSTOSPFF e-0PVC.5.12(2))
• CORRUGATED POLYETHYLENE
$• STORY SEINER PIPE
S
2•, 4•, 6•, OR 12-
NOTES
1. CATCH 6LAIN5 SMALL M CONSTRUCTED IN AOCORGANOE
WITH wsoGT STANDARD SPECIFICATION 9-05-50[3].
2, AS AN ACCEPTABLE ALTEIINATA'E FO REPAR, MELDED WIRE
FABRIC HAVING A MN. AREA OF 0.12 9jl1APi A4CNE5 PER
FOOT MAY BE USER- WELDED WIRE FABRIC SHALL COMPLY
M ASTM A407 f/uIGiTO M 221 ]. WINE FABRIC SHALL NOT
BE PLACED IN OUTS-
3. APPLY NOON -SHRINK GROUT TO INSIDE AND OUTSIDE OF
ALL JO*rM. RINGS, RISERS LARD PRIES.
4. ROUND *XXXMTS MAY BE ON A:L 4 SIDES. WITH MAX
DLMN:TER OF 20'. a4OCKOUTS MAY BE EITHER ROUND CR
SHAFE
5. THE No DEPTH FROM THE FINISHED GRACE TO THE
PIPE INVERT IS
A- THE TAPER ON TIE SIDES OF THE PRECAST BASE SECTION
AND WEIR SECTION SHALL NOT (]ICFm 1/2,/Fr.
7. CATCH BASIN FRAME AND GRATE SHALL BE N ACCORLIANCE
WITH STANDARD SPMIFICATDH3. MATING SURFACES SItALL
BE FINISHED TO ASSURE RON-ROCKING FIT WITH ANT
CODER POSITION.
(MEASUREMENT AT THE TOP OF THE BASE) B, VERT1pIl EDGE OF RISER SMALL NOT BE MORE THAN 2•
SE SECTION FROM VERAC/_ EDGE OF CATCH WIN WALL
w� REVISION DATE
JANUAW CITY OF EDMONDS sD,e
CATCH BASIN TYPE I
r'' PUBLIC WORKS STANDARD
-_ DEPARTMENT DETAIL
APPROVED BY: R. i NOLISX SD-303
• BACNFILL REQUE4OIENM FOLLOW THE GU7DEU NES OF A6T10 A T9e.
MINI MUM TRENCH VAOTH MHOS." A JOW ROAM FWMI OR PROPER COMPACTION OF IJNCH ATERHLS UNDER THE PIPE.
THE TRENCH vWD7T118 THE MINIMUM AMOIJ NT REQLJ IRED FOR PROPER IWALLATICN (5.1)AND TO SUPPORT HORLEONTAL PRESSURE
FROM THE PIPE (FABLE ICJ} THE MANUFACTURER'S SWGESTED MINIMUM VALUE IS: 1.5D+12'.
11 "rMUM4 EMBANKMENr W`l6FH 0 RAN} FOR NRIAL Flu ENVELOPE OMALL SE:
3.M BUT NO LESS THAN D r 47 (TABLE
THE FOUNDATION UNDER THE PIPE AM SM AAC16R1$HALL BE ADEQUATE TO SUPPORT THE LOADS ACTING UPON IT [&1)-
Q3 BEDOIHCi h1ATER,AL BHAL L BE A, RIELAT IVELY LOOSE MATERMM- TWAT IS ROUWI-Y SHAPED To Fur THE BOTTOM OF THE PIPE. MD
DEPTH OFS' PER FOOT OF FILL HFIGHFT (6.}, 24' MAX (FIG. R3). THE PAkMMJM PARTICLE BITE 18 HOT TO EXCEED 3- IN O"RE7ER (7.1).
O CORRUGATED STEEL PIPE ACSP) EMIRL-CORI.
Q HAUNCH ZONE MATERIAL SQUALL BE HA74O SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION L10.4
D INITIAL BACKFNL FOR PIPE EMBEDMENT TO MEET GW. GP, GM, GC• SW OR SP UWFD SOIL CLASSI FIW- IDN 5Y T M PER ASTM 02407,
OR APPROVED TQUAL, /ADD COMPACTED TO 90%67ANDAFU PROCTOR PER AM 0696- hU17GMUM PARTICLE SIZE NOT TID EXCEED 3'
(9.2). ALL LIFTS SHALL BE PLA.C€O IN ACONTRCLLED MANNER, 6• TO 12' N DEPTH AND COMPACTED BEFORE ADDING THE NEXT LIFT,
AND MO MORE THAN ONE LIFT SIDE-TO-9'•OE DIFFERENCE $HALL M PFJiMI Tm(10.1 a 10.4
Q INTryAL fAAG10iLL ABOVE RPE MAY INCLUDE ROAD SASE MATERNAL MD RIOPO PAVETNCNT IF AF'PUCAUX-)• SEC TABLE ABOVE.
O TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HMGHWAY LOADS 13 MLA91JRED FROM -OP OF PIPE TO BOTTOM Of
FLEXIBLE PAVEMENT OR TOP OF MID PAVEMENT PASTM A799, It.11-
O RNAL BACgPLL MATERIAL SELECTION AND COMPACTION R"W REMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS
PER THE ENCOEER OF RECORD (I1 1, 11.2}.
NOTCS:
GEIITEXTILE SHOULD HE CONSIDERED FOR USE TO PfiEYENr BOIL NNGRATIDN INTO VN4'RNO SOIL TYPES (PROJECT E:NC!NlcERj.
FOR MULTIPLE BARREL INSTAL .AT IONS THE RECOMMENDED MINIMUM STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE
NO LESS THAN 24• FOR OMAMETER6 VP TO 4F. FOR DAMETE RE a 411% THE WINISTUM SPACING IS DEAkETERR OR 38'. WHICHEVER W LPBS
(ASTVI ATM.19.1)
CONTACT YOUR CONTECH RFPRFEENTATIVE FOR NONSTANDARD 101ACING.
C NTECH' L 233 - CSP ROUND
����� ENGINEERED SOLUTION° LLCSTANDARD BACKFIL_L DETAIL
WwW.Ga6sMPTEJLepm :;:._ 1 ASTM
W26 Ow" Am" ON. &ft 41M0, W°" CLMAdr, OH om
40o-936-i11R 519....,"..T^" 51361479s9 FAx DIROm%w ,1jwa REV Y.-- REV DATE - 5GALC NT6 TY.+ WNCTYPE'-
IN SW1 /4, SW1 /4, SECTION 8, TR27N., RAE, W.M.
HAII'P FACE GDIHIC
NOTE I FOR WIORDM
_ g�rt�yara�y�
3 PLCS
EgaALLY SPMiD 1$O
APART ON 23-1/18• aA BC
RING AND COVER
(3 L-T1S�cT.6VSSN HEAD)
2S DH
COLVE}T SECTION
PUN ROLTING DETAIL
25-1/2• ILA
?1F1/4. OM
1_1/16•
LADIES;
N. COVER SHALL RAVE TK WORD 'SEWER' FOR
Lam.
6.
SANRARr SEWER µAARHOLES AND •STORM" OR
'DRAW' FOR STD" UMHOLES.
23-3/e• CIA cL OPEN
2. RIND AND COVU SHALL BE RATED Hs-20.
3, EAST JORDAN PRGN WORKS GO371 %4 OR
27-5/16• DIA
APPROVED EOUAL.
34-1/e' DUI
4. RING ANDCOVER M CST IRON. ASTM-48
cuss 35.
/ REVISION DATE
,4 CITY OF EDMONDS 24YM MANHOLE JW1IL xale
CATCH BASIN
PUBLIC WORKS RING AND COVER STANDARD
DEPARTMENT RETAIL
e3� ,--8 APPROVED En: 1e, olDuaMl GU-420
18'x24'
4"
teYe2 /4"
17-3 4•HL23-5 4-
25
S CTK M A -A
7f�-L'1 k I 2-1�•
T�T.
CEMENT GONG
PAVDIE
GEPEH VARIES
5JCTIEIN B-®
B C-I
BASIN
L LeAl PAD I e �4:4�'",-• ti ' •f.`!s;+2"� '4:4 R I':.
3/4' M 2-1/4' A 1/1,' •Y.ry„; yyNsr�N 5,;. F•.1:?`•,.•
am Ill
B <j ELF a. Nor
MOTES
1. MUL AND TAP NOR, 0640 PROVIDE, TWO LOCANG 001_15 5/8'-11 NC SFAINCESS TYPE 304 S7EiL SOCKET HEAD
(AliN HEAD) BOLTS, 2• LONO.
1 rRANE MATERIAL IS CAST BOON PER ASTM AWE CLASS 30 OR BETTER.
3. SET FRAME TD GRADE AND CONSTRLVCT RQAC AND CUTTER -0 BE P USM WITH FRAME,
4. MATCH CE7TTMJNE OF CATCH BASIN TO CURB UNE FOR TYPE I AND 1-L
5. VANED G4LTE SHALL BE INSTALLED ON CONRHOOM ROAD SLOPES. HERRINOSONE GRATES SKLL BE INSTALLED IN
ALL SAGS AND SM-5-
6. CURD/CURB AND CUTTER AS REWIRED BY THE CRY EHq NEAR.
^x� BENISON DATE
STANDARD 40mukRY 2618
FRAME INSTALLATION
STANDARD
DETAIL
APpNDYED Br: R. EMOLM SD-320
39.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING BEDDING NOTE
DIVISION FOR APPROVAL PRIOR TO INSTALLATION.
SECTION SHOWN IS TYPICAL. ACTUAL BEDDING AND TANK
SUBSURFACE DRAINS SHALL BE PER PROJECT GEOTECHNICAL
ENGINEER RECOMMENDATIONS BASED ON SITE CONDITIONS.
DETAIL DETENTION TANK BEDDING
NO SCALE
PIRG AND COVER PER COE SM DTL
F�CR CURB AND SPLASH LINE ONLY:
FRAME AND CRATE PER ME SID
OTL SD-= SERES
e Mm
-_
Hwy bLDs Sz)
TDp SLAB
SEE COE STD DR rUi 423
• -
•K24• UR
24 CIA
6' MAX
j
12" (TIP)
48", 54•, BD•, 72. OR E6•
SRYS OR (ADDER
ORIENT SO THAT THEY
ARE NOT ABOVE PIPE
SAND COLLAR OR
POL1T'ROPYLC7E
NOR-H-SEAL ARWNO
SAFETY STEP
- PIPE
I 12' O.C. (TYP)
{SEE NOYL 6}
I
r-0•
-
MIN !•-i'
PRECAST CASE AND
MA%
INTEGRAL RISER
{�CATCN BASINS SHALL RE CONSTRUCTED? N AOwR7ANcE WITH *SOOT STANDARD SPECIFID00H 9•05.50(3r
2 HANDHOLDS IN AwuST►EIFT sEnm SHALL HAVE 3• MIN CLEARANCE. STEPS IN CATCk BASK SMALL HAVE 6' AIR
3. APPLY NON -SHRINK GROUT TD IN90E AND GU
MOE OF ALL JOINM, RHOS. PICK HOLM RISERS AND FRAMES- ALL
PRECAST CONCRETE SHALL BE CLASS 40DO-
4. KNOCKOUT OR CUTOUT HOLE $I2E SHALL EQUAL PIPE CUTER DIAMETERL PLUS CATCH BASH WALL THICKNESS. MAX
HALE 97E SMALL 8E 38• FOR 48• CATCH BASIN, 42' FOR M'
Cit. 48' FOR 60' C6 !VI ' TOR 72' CB. B4• FOR 9e'
CB. MIN OCS TANCE BETWEEN HOLES SITALL BE a" FOR 48', 54'. ANo er C$ 12" FUR 77' AND 90' CS,
5. CATCH BASIN FRAMES AND GRATES OR CODERS SHALL BE IN ACCORCAME ROIH SEC 7.05 OF THE WEDDT STANDARD
SPECFTCAITCRS.
S. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE SM M CU-423.
C� ^,�. ` REVISON RATE
'CITY OF EDMONDS CATCH BASIN, TY1.PE II OCTOSER 2(H8
r PUBLIC WORKS 48",� 54 6 STANDARD
_ DEPARTMENT 72 96"
DETAIL
Fal•-i69° APPROVED BY: R. CNCLlSH SO-3QO
T OErAL
STD CIT. S01-324
Em
7 ORAFT
1-s/e•� EL.IS9=
1/18"
NOTES-
1, LISE FRH TWO LOCKING MOLTS 5/8•-11 NC STAINLESS 1YPE 3O4 STEEL SOCKET HEAL {ALLEN HEAD] BrATS. 2'
LOOM. NOTE SLOT DETAIL
2- MA-.EiLAL IS DUCTILE IRON ASTM ASM GRACE 60-55-Oe.
1 •OUTFALL To STREAM DUMP NO POLLUTAPT5" IN RASED LETrms SHALL BE LOCA"E➢ ON GRATE AS SHOWN.
BORDER AAEA.
4, SHALL CONFORM TO SEC- 7,05 OF THE 1FSDOT STANDAiM SPECIFICATIONS.
S- WREIMIG IS NOT PER18TTm.
M. USE N OONRNUOU!, SLOPE CTN01IM9 ONLY.
7- FLOES 9wu HAVE 0-125• RAOILIS, 0.12r C3NMKR OR CCMPLLTE OE9LRRINc.
e. USE A TIR H CURB INLE7 WLrH HERRINGBONE GRATE IN SAD VERTICJL CURVES PER COE STD DlL SO-374-
w--� REVISION DATE
CITY OF EDMONDS + Zola
GRATE
Ir PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
=t: fs ° APPROVED BY, R. DAI15H 5❑-323
NEW C8 1-TYPE 1
STD GRATE
RIM-262.00 (£G)-
IE=259.3*(12"0UT-N) r _ -
IE=259.63 (8"IN-E)
GaOVXD/R0.ADWRT/FJWS11 GRADE
LogPORn
iPL OG
- ORRL "Q E FOR
�{
60CATOR WOE.
PROVIDE Ix' AIM OF
j1-
i
wu IN WILYi EDW
o
�
11
C
II II
R �6_
9
„ a 0
Et
M
. L
1 77 mu. N
A SO CE TM M Mm SHALL BE ANGLED AND +KIT EMCEED 22 DECRpS
A
m°1AA..a vW.�A.araaiST•
2" (6- TAP) DOUBLE STRAP SADDLE EOLML 10
ROMW Itfu 202's
CAUAL li CR r69RT"'iKe-+'77
0J)
2' 6RA.55 •P ROLL CORN
CpLLL TO IORO W,gA•AM7-12HI-1,f7
2 - 2' BRASS STREET ELLS FOR MVIVO JOM
Q METER am ARAADRGA.ST 46001640PLA,6, Inn.
ARYOWASI LIE A6C1019i iTRLI_N7 ON APPRNt
O
WXW MUNICIP[x PPE Q ) WITH SIAOJU35 STCCL WEW'
EQUAL swea N WALL POLYMER BOA (Ro
MDIY9EH0l-ES) WITH 20K COVER MTN Ai40ED LA
2" Art II CTS aw F1 "
READER
"on
O x' BRASS -PC (Lr./)
COAO1m. WMNCCTDnr nA[iXE10+ UTTER 9w
MADE WITH AR ALL STAINLESS SRCL M W CLAP
O 9OImU1E 40 2- PVC CAP CR PLUG REMOVED
CCNM(CTIDN AT WM LNt WIRE SMALL i MADE WITH A
WHEN CONNEC71001 M AM v p15rM
SPUR -DOLT DWOWCMR. s1R1P CARIIIG PRIOR to
copawdcllm WRAP ftn AROUND IRTE.
O A"A4•Ae• C]MGRETL y,OCA wPPdPs
BACK SIDE OF METER BOX SHALL BE SET A THE
2• WMANT WCDa °ATE VALVE [FP • FV) LATH
PROPERIY UNIF UNLESS APPROVED 9v iME C" ENCINEER
2' MAIN, (PERATV46 NUI
METER ROLES SMALL NOT BE HET a OH may AREAS
UNLESS LOCATION AM IRNFE RATED WX IS AIPROVIED
O 2 PIECE WILL HID. - 100 SECTIXP. TO W AICH
w COY T�Al!cn.
W STYLE Tr RTTH RJCa,AVAR LOOSE sicnoN
METER w zm TO aE upftlm 4 0 OsTmL ED of
Q WATER w""m A7ro
THE ODN/IRALTOR. SPACER MUST HWE A A�,IfA is
CTF ArAT
ONMbyCONTRAC'TOR VIA ctuppCE3HDIM rmw
6 - 1/4• HOLES DRRLFD W SPACER WOC
IMII: PHAOPPIFT ORI1� RESPONOM " Purcw m
O 7• MFT X N.O. tOuPRf%% M1 FTW
T-1/2' OR 7• METER IHRCUGN THE GET DEVELOPMENT
iERICES OEPARTMEM. TIE C" WILL MIM'P! Y METER
AT" PUPICKt E I'M oDNIIpDTDR INSTALL IF I-I/2-
METCR B USCO CONTRACTOR VU SUPPLY REDUCERS 10
CONTECS W!•IER.
1-1 7" & Z"
REWSON DATE
CITY OF EDMONDS
+aA�Wxlt 20}e
M- PUBLIC WORKS
WAT R SERVICE
INSTALLATION
STANDARD
• DEPARTMENT
DETAIL
1� 1g40
WA-1 31
APPRPVFO BT. R- ENGLJSH
P� SD,R35 0 23.5`3x
>,
Ne rA$
i I VA.1• 6 r�
PLACE SCORE WRrIS EVERY 1O
FLOW CONTROL �4.5'j- STRUCTURE i
PVC PIPE'•
NON -SHRINK GROUT
r•_D• wx
C0UPLINC PVC PIPE
CONTROL DEVICE
AS9EL9LY TO 9E
REMOVABLE FROµ
EL*
(OPTIONAL)
--
INSIDE THE FOS
PVCPIPE•
- -
SET SCREW TO Ij
I
_
PREVENT ROTATION
I
llNhRT• I.
TEA-
T 1
S
PVC PIPE
SPOCIL-
ELBOW
PNC ADAPTER• W/
CROSS
DOUBLE GASKET
AND ACHESTVE
BONDED SAND
ON FXTUIDR. MITI 7' LONG
¢ [1RR I m oRFICE
CAULK SPACE BETREEH N PVC INSIDE
CAP PLUG
PVC ADAPTER AND PIPE STUB CONNECTION &
ORIFICE
=DOS CIAiIETFI!•
r
DRILLEDJ
-
CIA.
CONNECTION AND 17 LADDER DR MSMM7 HOLDS
POLTPROPYLETJE
CONML UCVICE
(SEE DETAIL A)
PVC INSIDE
CAP PLUG'
OUTLET PIpit E-
'. CINCH ANCHOR
;A
AU,OWAEILE OUTLET LaC N
WIFE ROPE
[16d m STS-]
rr
(w
FTMSHED GRADE CATCH Bl°NR TYPE II
�twp
f1EFORYED
PER COE STD Dill.
V-NOTCH WEIR AS NEEDED- -
ROD [56 OR
+ ALUMIHIAA]
SUPPORT (T RE7'D)
T
ADDITIONAL ORIFICE
LENGTH TO FIT
y
AS NEEDUr
A
11-0' NN
PVC PIPE &
I'-e'
MAX
CROSS
FLOW CONTROL
•T�
STRUCI,.IRC
COMTTROL aktiTCE
SEE DETAL A
LN
DETENTION PFE PIPE SUPPORT
nowL B
_ LENGTH, DMMEM.
�1_.• MATUMAL TYPEr
FLOW CONTROL STRUMRE
TYPE 2 BASIN
SHOWN W/ CATCH
(DETAILS A & B S}1ALL APPLY TO ALL DESIGNS
NOTES: W4FFE A SHEAR GATE WOULD OTHERWISE APPLY)
• SPECIFIC DESKIN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWTM(LS.
INVERT OF nESENTICIt PIPE IN SRRUCTVRE $WALL BE EQUAL TO OR HIGHER THAN THE INVERT
OF THE CUTLET PIPE
PRIVATELY-0OWNED CONTROL STRJCTIJRES SMALL NOT 8E PLACED E4 CRY RIGHT-OF-WAY.
REVISION LATE
FLOW CONTROL
LANIIARY 2014
CITY OF EDMONDS
STRUCTURE
PUBLIC WORKS
(FCS)
STANDARD
__..- DEPARTMENT
DETAIL
APPROVED BT: L D4OLAtI
SO-301
FOUNOAHY (LAME 1/2-
LETTERS RECESSM
TO BE FLUSH
7-I/4' FOR
THIS SIDE TO CURB
. MACHINING CLEARANCE
THIS BAR I' THICK
[IMP, 4 PLACES]
L BANg
THICK THIS AREA
(-BARS 1-3/11-
NICK THIS AREA
I
-4-1-1/4• I LEVFJJ NC PADS
1 _7/8•-{ SE•E 8-3/4' A 3/4' •
^'i h^ OETAL
TOP NEW �� Ral•TOM VIEW
2s-3 4• 1 3/8• 17-3/4' 2 i/2•
1 -7/L6•
I p +'
R-7-1 4• T-3/4• /4• 1-3/4'
23-1 " 17-1/2' .
SIDE VIEW END VIEIY
T� ROUND
1._1/r Is/e• CuipTICAL
TANGENT BETWEEN
TWO RADII
SLOT DETAL GPTIOAEAL DESIGN FOR
SEE MOTE J
N07ES:
1. SLOT FORMED AND RECI-S,TSED FOR 5/8•-11 XC X 2 SOCKET HEAD (ALLS HEAD) BOLT.
I GRATE SHALL BE DUCTILE IRON-
3. $HALL CONFORM TO SEC. 9-05.15 OF THE W5DM STANDMiD SPECIFICATIONS.
4. USE HERRINGBONE GRATE IN CURB UIIE OF SO4S AND SUMPS-
5. USE FRAME SFKYIN IN STANDARD DETAIL
�F l DATE
/ REV&CYR
,� ,• CITY OF EDMONDS PARER GRATE JAIFUART 2s1a
PUBLIC WORKS (HERRINGBONE) STANDARD
DEPARTMENT ID�ETA�IrL
y
eSr, 199E APPRDVm BY: R. EWDUAH S{1-•324
CAP
NOT TO PECEEC I OD' wrwmi CLEA XVM
I I
CLEYROLR [N'YE WITH CAP
J
ARE LLEANOIOT CCArtF]
AND
CONCRETE LLYEL.ING COLLAR
12• LOCKFNO COVER
SEE NOTE S
12•t FINkSIRO] GRADE
&
END OF PIF'C R GMPPER PWp
(�jE 27061 CR APPROVED
V
WATER TIGHT GAP
R19ER
LEVELING IDOLLAR
48'
SEE ROTE 4
4s
12• PVC SLEEVE
6• RISER
4. OR 6' SLOE SEWER
r WTE AND 6• CITY STUB
GETJERAL GIEANDUT_DETAIL
4S BEND
4' OR 6'
12• LocKINc COVER
SIDE SEWER CLEANGLIT DETAIL
rgi
NOTE 3
k
LEVV[LING CYLLLAR
SEE NOTE 4
SEE KO
NorEs:
S�ORFACE
1-SEWER RPE SHALL eE SCIR-35 µD JOWTS SMALL BE
CA SKETEID.
'12%
2. PIPE SLOPE TO BE 2% MN AND LIP TO 5OX MAX.
3. SEINER cLEmoUT COVER TQ BE EAST JOROM IRON WORKS
I FOOT LONG 12• PVC
SLEEVE
PRODUCT +06366162 STAR Pin COSP48L OR APPROVED
EQUAL
M' �
ENO OF PIPE GRIPPER
4. LEAELR40 COLLAR SMALL BE CON9KCTED As FOLLOWS -
PLUG (CHERNE 270291
OR APPROVED E(IJAL)
IN ROADWAYS PER COE STD OWG GU-424
TYPmALR� CLEANOUT
• IN s61EWALk/LMWS^GAPED AREAS, EITHER 245d4'AW
DIP � COLLAR CR 24' DIAµEIER x 8' DEEP
UFb� A4PNALT ❑R CC ET•E
CONCRETE COEAR
REVISION DATE
> >CITY OF EDMONDS SEWER
CLEANOUT DETAILS
w+� 201a
PUBLIC WORKS
STANDARD
DEPARTMENT
DETAIL
eSN, s °
APPRD„Ea BY: R- oN1Els1
55 -200
9802
NOTES:
BxT S ES OR Bsa LONG
• n-IE ADDRESS IAJI@EFd EDGE sC1aE5 OR EOWL}
SHOLJ D IF :r H66'F5
OEFIECTIVE WHITE VWYL SU
ON A CwwvECmc GREEN
VINYL DACTECRDUND.
. ADDRESS SIGN REQUWED
WHEN ADDRESS GAIT HN7T BE SEEN FROM
FROM THC STREET AVID - PLACED ON 4"x4• TREATED
WOOD POST. (SIGN 70 EE GM "L."AR 85D LONG
PRODUCED ByCITY} LOCK SERIES OR EGLM4j
• HEr,I1r TO BOTTOM OF SIG"
94A L BE 31)".
R.AA' (TYPY , A'0CY-StS t�l' B
D [rrP11 L�FL[�T AA V�{----e [TTMi
NOTES:
1, MATERIAL - .Ot' FLAT ALVOINVM POUNCED CORNERS WITH `!16H INTENSITY/PRISM" DIAMOND GRADE SHuam-
2. COLOR - GREEN %<: WROUND *14 WHITE LETTERS. NUMBERS AND BORDER ON BOTH SM OF THE SIGN.
3.TW *WL BE FNMA, C SERIEE: FONT NO LMD OUT AS PER THE STAN Dk" AIYAIWY SIGNS AND MARKING (SII4
OC BK.
3. ALL LCTTEROIG 511AL- 9E COPOSM Or UPnA AND LOWER CASE LETYEIFS.
4, ALL MOUNTED 5rGMS FACING TFtA,FRC (W M MPH STREETS S1•AJ.L NAVE THE NAME OF THE STREET IN 6• I-MERINc,
L. ALL. AIOIINTLD SAGM FACING TRAFITC C% STATE Noun SHALE *W THE NAME OA THE STREET IN 6LE ' MMG
l4CLMOING, TTPE AIIBREYGATED AS W. 4WE, OR, PL, WAY, CM, LTC] AND LS•=DWAPHIC NxiINEATORS. (I AND SIR).
a. ALL OVpow woUNTo (Tum wwL MAST MMS) SIGNS SMALL HALL r1C MALE OF THC sm. IN 12'
ITERL tENO.
• IVWVNBLE LENGTHS REOURIED F p RAYED 4T EEM.
.•' •. REY$!ON ELATE
R
x EDMONDS STREET NAME SIGN AND =011 WIS
�x, CITY OF
MO.^ FIRE -AID ADDRESS AND
"' T�■�l P18LIC WORKS POST MOUNTINTi DETAIL STANDARD
�7[ _ DEPARTMENT DETAIL
'F.J.- -a ` APPROVED QC. R. ENGIJS" TR-570
+AT, I♦3 fl
EX. 4" CLAY SIDE
SEWER XING:�
EXIST. UNKNOWN DEPTH
GRAD' ---4- C vc(S f -----
PVC 5DR33 [SOLID) 2' COVER
w/2' COM (MIN) RIM,279.00
------ - - -- - - - -I - --- A n�J±mn
NEW CB#2-TYPE 1
STD GRATE
IE=270.48 (B"IN-E)
IE-270.48 (S"OUT-W)
IE-272.70 (4"IN-S) WD/FD
,•1 m
L `
�pRAEWIAr WnHID w Cwle RA,IIP SLOPE
Ip- A f
CONS IRUCr MILL PAVIDdlCAfi OF
LONCRERE CURD SHALL BE
NO LESS 11" S" IN Kew
CXTEND PANEARNT 1.S FROM _
FACE OF CURB IF AECESSMI+ T:.
SUPPORT E tTRUOfD CURB
�g�; I - RACE r COMPWcTm 5/6' evc
eftm Hw "TINSKAI
T NOT TO W USED 4M AApn-CE-I y C1K,EPT TO REPAIR EXWSIG EXT6JMD LUR9. AS ►PPRUAD "TC'rr fhGNrHH
2. BGVOPr ALIT AS THE MV ArACHMEKT %ITHCD 10 $C USED DITWEEN HAN OM EXTRUDED CURIA.
1 CONCRETE Sv L EE AIR-CKTioWHED CLASS 7000 PEP WSLOr PA&DARD SPECrICATQNS
4 NATI,/E AND NyuvEL SUMAIAM SKAIL BE COM ACYEO 10 A MMMUM OF P5R MAX DUM"
REI15i01A CJATE
CITY MONDE CONCRETE DECC*KIF zols
EXTRUDED CURB
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
r„ ,loll AY•FMMGVED Rr: L tWAAM TR-522
87',B"PVC SDR35 0 0.60X
EX. 4" CLAY SIDE
SEWER RING±
UNKNOWN DEPTH
�T -1"----- T11z. WM
t4� _
�F
HAND raLp
HANG 70
S FROM
W
tR1 STEP ! !
WALL
SIFPORr
[TAP] I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
--I
(8"OUT-W)
ELfV.=270.00 /
(0.5N m ORIFICE)
9-3/8' FOR BLOCK OR
BRICK MH SECTION
FOR PRECAST MH
1,.
7" FOR MOOIFIu) STEP FOR
IFIED
PRECAST WI 5£C>fOR
STEP))
AA'l�
POLYPROPTKEHE
I, yyAy BE IIVSTALLFU IN ALL
PLASTIC STEP
CATCH BASINS AND MANHOLES
WHEN DEPTH OF STRUCTURE FROM
=
TOP OF FRAME TO I_DITEST
PLOWUNE EXCEEDS FOUR(4) TEST.
q
2. FURITHEVNH LADDER
µDIMENSIONS
D STEP AREPEONREIAE
NT5 ONI.v
3. STETS AND FVNDHODS SMALL 8E
INSTAL M AT t'-O' ON CARER
SPACNWHEN HEN THE DISTANCE
FROM THE RICHEST STEP OR
HAXCHOLD AT THE roP OF THE
MH FRAME EXCEEDS V-D• NO
ANOTHER STEP OR KAH@IOm
CVINGr BE INSTALLED BECAUSE
OF THE LOCATION OF THE MH
FRAME. A HAPDHOLD $ HALL BE
BMS AuE!D BETWEEN THE TOP 2
P/4•
LAYERS OF 8RKK GI COLLAR.
4- F AM STETS MID LAOOEA ARE
RID)UNED N ANY STRUCNRE,
THEY SMALL BE MM THE SAME
MANUFACTLIRHII.
S. STEPS AND LOADER SHALL- Be
POLYPROPYLENE AND CONFORM TO
A31M 04101 Wor 7 • AIM
0615 9%AOE 6
REMFORCRVO BAR. LAKE
P-J..V . MAPS2-PF, OR EOUAL
1). FASTEN LADDER TO FLOOR AND
WALL SUPPORTS WITH 1-1/2• x
3-3/4" NHCHORS• ANCHORS TO
BE INSTALLED PER MAWFALTUREA
_ __
RECOµMEI,DAT10N5.
RCAS IK DATE
^, CITY OF EDMONDS, LAXYARr:ale
STEP AND LADDER DETAIL
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
esr- tag° APPROVED BY: L ENGU9, GU-423
SIGH TYPE
A
4
C
D
E
F
O
POST MOUNTED 73 dX 30 MPH
SD' YN
w
3'
1.5•
S,5• MIN
4" C
6• C
MOUNTED M MPH
VAR
S'
S"
2.5•
�" MIN
4.5• C
&• C
iAUN1lD STATE ROUTE
VAR
w.6"
2.3'
3.3• MIN
6" C
Y C
OVCRHFA SHONAL 11A5T ARMS
VAR
T5'
3'
3•S•
B' WIN
C
}2"
2" MIN. 0 AIR
VENT PIPE
WELDED TO T�
IE=279.00
(6"IN-SE)
FROM CB #5
'2.7' X 36"0 (ACSP/RPP/CPEP)
IE=271.00 2,7' X 36"0
NEW CB#3-54" TYPE-2 (ACSP/RPP/CPEP)
CONTROL STRUCTURE IE=270.00 NEW C 4
OIL!-2 54W`"E-2
IE=271.00 (36"IN-S) RIMm283.56
IE-271.00 (8"'OUT-W) IE-271,00 (36"OUT-N)
SEE COE STD DTL #SD-301 IE-279.00 (6"I114-S)
ON THIS SHEET
NOTE:
CONTRACTOR SHALL OBTAIN SHOP DRAWING FROM TANK
MANUFACTURER PRIOR TO ORDERING MATERIALS. ACTUAL
BEDDING AND TANK SUBSURFACE DRAINS SHALL BE PER
PROJECT GEOTECHNICAL ENGINEER RECOMMENDATIONS
BASED ON SITE CONDITIONS.
DETAIL DETENTION TANK
NO SCALE
OCONNELL CIVIL
ENGINEERING
2812 COLEY AVENUE
EVERETT, WA 98201
PHONE: 206-747-3494
EMAIL: OJER RY260YAH OO. CO M
OCE JOB #: 1403
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DATUM: NAVD 88
CITY#: BLD 2018-1520
PLN•--201 1-0008
APPROVED FOR CONSTRUCTION SCALE: AS SHOWN
CITY OF EDMONDS SHEET:
DATE:""-_ ____-----
C4 OF 4
BY: _.-_______
�E ENGINEERING DIVISION NOTES &DETAILS
RU 3
APR 1 1 2019
BUILDING D��AHT•r:F.l�]
MY OF EDMGra175