11-101297r
CITY OF CITY HALL
Federal Way 33325 8th Avenue South
Mailing Address: PO Box 9718
Federal Way, WA 98063-9718
(253) 835-7000
www.cityoffederalway.com
April 8, 2011
Mr. Rogelio Ruvalcaba
1280 SW 3015` Street FILE
Federal Way, WA 98023
Re: File #11-101297-00-AD; RESPONSE TO INQUIRY
Ruvalcaba Short Plat, Parcel 515320-0070, Federal Way
Dear Mr. Ruvalcaba:
The Community and Economic Development Department has received your request to waive the open
space fee -in -lieu obligation as conditioned with your recent preliminary short plat approval (file 08-
103804-SL1). Federal Kty Revised Code (FWRC) 18.55.060 requires residential land divisions to provide
15 percent of the gross land area as open space; or as an alternative, applicants may request to provide a
fee -in -lieu of the onsite open space in the amount of 15 percent of the most recent assessed land value of
the property just prior to recording the plat document. The fee -in -lieu method was your chosen method of
meeting the city's open space requirement.
The city's subdivision and zoning regulations do not grant administrative authority to waive open space
requirements; however, a recently passed ordinance that allows mitigation payments to be deferred may
provide some measure of relief. Your short subdivision is eligible to defer the payment of open space fees
until the closing of sale of each developed property, or five years from the date of plat recording,
whichever is earlier. In order to qualify for this deferral, a covenant will be recorded on each lot
concurrently with the plat document stipulating the deferred payment obligations. Please refer to FWRC
19.100.070 for the codified ordinance in its entirety.
I have attached the deferment covenant for additional information. Please feel free to contact me at 253-
835-2638, or matt.herrera@cityoffederalway.com if you have any questions.
Sincere
Matthew Herrera
Associate Planner
enc: TIF Open Space DcFerment Covenant
Doc I D 57385
!�L_J:r 11-101A 5 -r
March 31, 2011
Rogelio Ruvalcaba
1280 S.W. 301" Street
Federal Way, WA 98023
RECEIVED BY
253-839-8458
ahOO.COm COMMUNITY' DEVELOPMENT DEPARTMENT
Ruvalcasa@y 2011
APR 01
Department of Community Development Services
33325 8" Avenue South
Federal Way, WA 98063-9718
RE: parcel 515320-0070, Federal Way, y goct _ S )
RE: Ruvalcaba Short Plat, Permit # 10-100466-00- SMCC)
?
Dear Sir or Madam, � ,� A_�.
As you are aware, a City of Federal Way water drainage pipe empties at the south end of my lot
and renders my property unbuxldable. As Per Previous communications with you, I intend to
as outlined
sub -divide the lot into two parcels. I have complied with most of the r�eaq a sues caused by the
reents
by the City. One of the requirements is for me to take care of the drerg is
city pipe. I have hired a civil engineer who has completed the plans for
e a di enclosed on of e
water. He has included a cost estimate of the project which is $
document.)
The City requires a fee of 15% of the county -estimated value of the lot. The current assessed
value for the pre -divided lot for 2011 is $297,000.00. This means hatthe
hCity' amounts to a
fee
($44,550.00) plus the cost of fixing the water problem ep paragraph)
total of $84,897-00. With the depressed, real -life market value of the property,this amounts to
approximately the value of one of the lots, once the sub -division is granted.
It seems to me that the City had the obligation to establish proper water drainage as opposed to
dumping it onto private land. In my situation, the City failed in this.
I am requesting for the City of Federal Way to waive the subdivision of a fee so that I can
subdivisionisproperly
divert the water from the City's drainage pipe. Otherwise, my pursuit
unfeasible.
Thank you for your consideration in this manner.
Sincerely,
J 1401(luva—
Rogelio Ruvalcaba
ROADWAY AND DRAINAGE
Bid Item
Units
Quantity
$/Unit
Cost
Catch Basin, Type 2 (48 inch)
Each
3
$ 2,300.00
$ 6,900.00
12" PE Storm Pipe
LF
191
$ 44.00
$ 8,404.00
15" PE Storm Pipe
LF
84
$ 44.00
$ 3,696.00
Rip Rap
Small Loose Rip Flap
CY
CY
$
16
$ 50.00
$ 35.00
$ 400.00
$ 560.00
Ditch Excavation
CY
35
$ 7.00
$ 245.00
Structure Ex - Class B
CY
127
$ 18.00
$ 2,286.00
Drain Pipe (4 inch)
LF
50
$ 12.00
$ 600.00
Testing Storm Sewer Pipe
Clearing and Grubbing
LF
LS
191
1
$ 2.00
$ 1,000.00
$ 382.00
$ 1,000.00
Pipe Removal
LS
1
$ 50.00
$ 50.00
Concrete Weir
LS
1
$ 500.00
$ 500.00
Mobilization
Stabilized Construction Entrance
LS
Each
1
1
$ 500.00
$ 500.00
$ 500.00
$ 500.00
High Visibility Fence
LF
300
$ 3.00
$ 900.00
Silt Fence
LF
100
$ 4.00
$ 400.00
Temporary Pipe Slope Drain (12 inch)
LF
200
$ 20.00
$ 4,000.00
Seeding and Fertilizing
Acre
0.5
$ 2,000.00
$ 1,000.00
Mulching, Straw
Outlet Protection
Acre
LS
0.5
1
$ 1,500.00
$ 300.00
$ 750.00
$ 300.00
Erostion Control
LS
1
1 $ 250.00.1
$ 250.00
SubTotal $ 33,623.00
20% Contingency $ 6,724.60
$ 40,347.60
Prepared by Paul R_ Wirfs g/17�2010 Page 1
RUVALCABA SUBDIVISION
CITY OF FEDERAL WAY
KING, COUNTY WASHINGTON
OWNER: LIST OF STANDARD DRAWINGS
ROOELIO RUVALCABA
TITLE
ID#
AGENCY
1230 SW 301 ST
CATCH BASIN TYPE 2
4.3
CITY OF FEDERAL WAY
FEDERAL WAY, WA 98023
CATCH BASIN DETAILS
4.4
CITY OF FEDERAL WAY
PHONE NO.253-839-8468
LOCKING MANHOLE COVER
4-12
CITY OF FEDERAL WAY
LOCKING MANHOLE COVER FRAME
4-13
CITY OF FEDERAL WAY
ENGINEER:
OPEN CUT ON FXISTING ROADWAYS
8.03(B)3
KING COUNTY
PAUL R. WIRF5, PE
PAU F
P PE ZONE BEDDING AND SACKFILL
B-55.20-00
WSDOT
SE TWI
420 SE TA C
SILT FENCE
HIGH VISIBILITY FENCE
1-30.16-00
1.10.10-01
WSDOT
WSDOT
1 97007
OR 970071
EAV'HONE
MISCELLANEOUS EROSION CONTROL DETAILS
1-80.10-01
WSDOT
NON.
CITY OF FEDERAL WAY PUBLIC WORKS
DEPARTMENT PRECONSTRUCTION/
TABLE OF CONTENTS
INSPECTION NOTIFICATION
PHONE NO.263-835-2700
SHEET NO.
SHEET TITLE.
1
COVER SHEET
"ONE -CALL " UTILITY LOCATOR
2
GENERAL NOTES
PHONE NO, 1-800-424-6556
3
STORM PROFILE
4
DRAINAGE PLAN
5
DETAILS
6
EROSION I SEDIMENTATION CONTROL
71
sOytl9
VICINITY MAP
s
FOR REVIEW ONLY -NOT FOR CONSTRUCTION
GENERAL NOTEEi
L ALL CONST110U010H SHALL BB 14 A"MWCE WIN THE frWIAL WAY MY
COOS H1KC� ), Acr OROIHANCEG, AND 114E CRY CQUH^1t CONDITIONS
CF P C7 APPRWA.• T6SE OMCVMENYS ARE SUTN%ZAIENTEO 6Y THE
SAWOMNO SPk0r0TCN$ FOR ROAb. MWOE, AWD MUNICIPAL CONSTRUCTION
(1YB=/APWA), THE WX COMM PDAD SYANEA7DS (NCRS). AND THE KIM
C0111RY SURFACE WATER DESIGN YANyi1L (KC5Yfpli7, R SHALL BE TIES L
PESA+ONSBYiTY OF 714E A!RLN?LNT A'HO THE PRDiiSS101Y,L (HgINEER TD
CORCT AAT ERROR. OAIS5ITHN, OA 54UNAt1ON FROM THE AeAT'E
ADDWIEAL O FOUND IN TITY T PTHE ALL F FEDERAL
AL Y. BE A7 NO
AODT1pD1 OD51 OR LLLBBFIY TO THE CITY OF FEOEFA. WAY.
DRAINAGE NOTEEi
1. PROOF OF UO2UTV INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO
THE PAMON UNCTION MEETING.
2. ALL PIPE AND APPUM M 4ES SHALL BE LAJD ON A PROPERLY PREPARED
FOONDMON IN ACC0116LNDE WICK WSW 7-07.][t), THIS SMALL CNCLUDE
WRRNL AND RIDQMD PIPE BOOM, ITOO A UNMI. THE OWEO OFS THAT THE
CNRAC POE G SI.GPORTE.O BY A UAIrORAY DEKSE UNYItWIND 130A
4. ALL DRVNADE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT
LOCATED W" A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SCUD
2. 114E DESIGN EIEMQ YS WITHIN THESE PIi (S HALE BEEN RLMbV 7} ACCOROWO
LOCO& LIDS.
TO THE FEDERAL WAY ENGNLEM W ROMW CHEMIST. SOME ELFFAEr7TS MAY
HAVE BEER OVERLOOKED OR InWO BY INE CITY ENC04VURC PLAN
5, ALL CATCH BASIN CRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1. 2,
RMUMP, ANY VARIANCE FROM ADOPIEO STAyOAROS IS NOT ALLGWEC
3, 4 OR 5.
URLES5 SPECIRCAILLY APPPMO BY THE CITY OF FEDERAL WAT, PRIOR TO
CONSTRUCTION.
A ALL DR &WAY CU4VM LOCATED WOW T4 RIGHT OF WAY SWAN. BE OF
S. APPROVAL Or 1W5 ROAD, ORAZK AND DRAINAGE PLAN DOES NOT
SUFFXW TOSLOPE fM9 THE EWE OF
D"MWAY TOTHEEKBOTTOM �OFF IM DiTCN. COLV'ERTS SFWL HAVE BEVELED THE
CONSTITUTE AN APPRWAL OF AN`H OIHCR CONSTROTTON Q.E. DXWC
END SECITONS TO MATCH THE SIDE BLOPEB.
WTAIER CONVC/ARCE. SMER CORYEYAHCE. GO& D.ECTMCAY, CIO
7, NOV FOR EROSION PROTECR9N OF DITCHES. CHANNELS AND SWALES, WHERE
4. BEFORE ANY COHSTRuC1IDN OR OMLOPMEM ACTHNTY. A NIFCON511HUC110N
RECl16tFO, AWST BE OF SOUND OUMRN ROCK, PLACED TO A DEPTH OF ONE
FOOT An MUST MEET THE FOLLOWING SPECVIOATONS;
MIMING MUST BE HELD BETIVEEN THE CRY OF FEDERAL WAY, THE APPLCA1T•
AND 114E MPLICAWS CONSTRUCTOR REFRESDNTATM.
A a,n 005 Rfp �d' • _6. AQCI 40%-DOLE FIBBING: Y-4'
ROCM/SO%-409 MMNON AND -Y ROCK/NOR-M PASWC.
S. A BA)NFA COPY OF THESE APPROVED PUTTS IAW HE ON TNC JOB SITE
9 HR BAT MUST BE PR"CO 06CMMHG WON W%§DT 6--15 AS OMMOM
WHUHEM CONSTRUCTION IS N PROGRESIL
FOP -UGHT LOOSE RLPW; _6W LBS-L TON ROpVyOx-W PASSING: 50 LEES-1
70u ROCK�15%-50% PASSIM ATO »11 ROOK//101-20% PAS5/N0•
6. COHSTRIICTIGH No" SKALL BE WITTED AS PER FMEC [[SECTIOHI 22-1006)N
C� OF'nTFWRi r Rip p.p pAtWeei WATERILL MUST BE WDNEN SLPERAMNN
NORMALLY THiB S 7 AM. 10 B PAD, MCNDAY THROUGH Fki61Y AND i.Mli. 70
&ODFSI. ON SATlR1MYS.
GEOTcru W iCCOADVKE YNTf1' VF500T 9-3S.I(1j, TABLE J.
IXSTWATRTH SHALL 13E W ACCOROVICf TIRO! RCAS INTA1H1q NUMBER St OR AS
7. R SNFLL BE THE ICA" /MNIRICTOR•5 RESPONSIB11SN TO OBTAIN W,
ACPO totar N FASEMEMS NECE BEFORE "mmo OFF -SITE WORK
W IMS ENE ROM REOE173 DF WAY,
0. r%"CHISED URLRES OF OTNCR INSTALLATIONS THAT ARE NOT SNDWK ON
ISM APPROVED PUNS SHALL NOT BE CITNT MICIEO UNLESS AN APPROVED
SET Or PLAYS THAT MEET ALL CM RLONPEYENTS AHD THE REOU6tEA1ENTS OF
KGRS CAUrER 8 ARE SUBVBTIEO TO THE CRY OF MOERAL WAY AT LEAST
TARES DAYS PW TO CONSTRUCTION.
9. VERTICAL DATUM IS F"-20. 'TOM LOCATED ON RIM OF CONCRETE INLET ON SOUTH
S1DE OF MARINE VIEW DR, (SEE SHEET 4).'
I1. ALL UTUTY TRENCHES IN 114E ROW SOIL DC B40W r^ C -Iw RGCK
AM COMPAC1Ti0 TO 0% DDTSiTT. WHEN TROKH WITH IS 16 OR LESS,
ANO IS 911TIH TIHL TRAMLED WAY, TRENCH WILL BC BM,ILFRLED WITH
Nvu XXOTarOL DNENACCREr3ATES 00 C09DR TE AsommN, THE AWREMATi
WALL M 1/5-LICK MINUS. "CONFOM " 6JSTAUA7ION AND MATERIALS FOR PRE -CAST
CONCRETE BLOCK WALL FAMO ACUMONV TO IVSODT 6-1-N AND THE PLANS,
It. ALL ROADWAY SVSCAAN SHALL K 8.0 ALSO AND COMPACTED TO 9S%
OPMW IN ACCORDANCE VATH W5UOT 2-DELL.
13. OPEN CUTTING DF DMRIHG ROADWAYS IS NOT ALL" WKOS SPECIFICA;LY
HAWS. AW OB PEN CUISK414 BE A7FS 901 RDA4THESE E WITHXCRSSROVEO
6A3{B)5,
14, THE 00601144CTOR SHIN. BE RESPONME FDA PROVIDIYO ADEQUATE
OARINEE�DEO ACAADHLS' TD PAOTE� CTT L�IFL EIGFLTL �iKETY GF�iHI �
PVR{IC, AHD TO P.RDAECT PROPERLY IH COHXECIIDH WITH THE PERFO(OLV/CE
Of WORN LTANEREO NTH 7XE CONTRACTOR. ANT WORK WTMN 716 TRAVELED
AST LLIL�T ONE R�ACCE�A FOR�41r0 L� C M��CT O�ALLR S�EGT �N..
OF THE IiSF10T SYANOAAD SFF,CtAGLTgNS 1-07,Z3-TRAFFIC f:ONNROL SMALL
APPLY.
15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING
SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
16, ALL UTILITIES SHALL BE ADJU57ED TO FINAL GRADE AFTER PANNG ASPHALT
WEARING COURSE,
17. ROCXERIES ARE OWWRED TO BE A METHOD OF BANK STAD1140ON MO
EROSION ONLY. ROCKMES SHALL NOT BE CONs1RLIC7E0 TD SERYE AD
RETAINING WALLS. ALL ROCKERIES SHALL DE CONSTRUCTED W ACCORDACE
IN H£IOM FOR CHIT SECTIONS FOUR IFkT lam% 0'GM FOR IORLL SMAONS F4Ef
UNLESS DEMO ✓tn A OELITECHWk OR STRUCTTFPAL INFANCEB LICENSED
IN TKE STATE OF WASMNOM.
19. CLEARING AND GRUBBING SHALL HE PRODDED IN ACCORDANCE WITH WSOOT 2-01
AND AS SHOWN ON SHEET
70. EXCESS MAFERIN. SHILL BE PLACED ON SITE AS SHOWN ON SHEET B AND SHALL
BE COMPACTED BY RUNNING TRACKED ECUIPMENI OVER SURFACE AS APPROVED BY THE
ENO14z",
AM£MDEO BY THE APPROVED PLANS, AECYCLEtI ASPH LT OR CONCRETE RUBBLE SHALL
NOT BE USED.
II. LOTS jSDI APPROVED FOR "AwTic" SHALL BE PROmm WITH ORNMI:
OVTLETSF(STL CUTLET SHALL BE SNTACHLY LOCATED AT THE A. TO THE FWWW CLEAA" ON THE
LOT, $0: AS TO SERVICE ALL FUTURE ROOF OGWIGPOLAIS AND FOOTING MOM
ORVEWNY3, NARO ORAIRS, AND ANY OTHER SURFACE FAR SUSSURFACC DRAYS
NECESSARY TO RENDER THE m SUITASI.E FOR THOR INTENDED USE, 04H
OUTLET SHALT. HAVE FAEC-F[061AXi. P175TRHE DMKW TO AN APPROVED
STORMWATER COOMMCi SYSTEM OR TO AN APPROVED WWALLL LOCATOR.
0. OUILEI3 ON EACH LOT SHALL *1 LOCATED WM A FWF.FDOT ARCH, 2 % 4
STALE MARKED 'STORM'. TOK STUB -OW SH " 1(VV ABOVE SNRFA.CE LEVEL BE
NOBLE AM BE M1.19ED T 114E STARE.
C. PIPE MATERW SHNJ_ CONPORM TO UNODPBRIM SPECIFallONS DESCRBEO M
XCRS 7AA AYO IF NON+METALLIC, TNC 1IPE SHMLA COIR4111 WNIE OR OTHER
AW:PTABLC OE)ECNw
0. OXW4WE FASENIVOS ARE REOIXRM FOR ORANAGE SYSTEMS OESICHFA TO
COHMY !LOWS T111ACU014 INO.IRWAL LOTS-
C. THE APFLI✓ Wr/CONTRACTOR IS RESPONVILE FOR "CRORNTLVC THE LOCATIONS
OF ALL SILK, -OUT COIN LICE LI11ES VRM RESPECT TO THE UTILITIES (LE. POWER.
OAR, TEL6PT w. iELLVL510N).
F. ALL MWIGUAL STUB+QM SHALL BE PRNATELY OWNED AND MAPFTAWED BY
THE L41 HQFAEOWMER.
9. VOW PIPE "41FIMUS. I157ALLOM. AND TMnN0 SHAY OE 00RRM0.ATED
P06V MD W ETOWR SLYER PNPE (PE) W ACCORDANCE WITH WSDOT 7-04.
1A PIPE RWWA' REMONE EXISTING CONCRETE PIPE AND SAWCUT ENS OF FIFE ID
PROJECT VIE. SA"PI SURFACE TO CONNECT 10 MH S. RVAK PIPE MATERIAL FROV
11. CONCRETE WERE CONCRETE W'EW INSFALLATON AND MATFAALS I" PRE -CAST
CONCRETE BLOCK WALL FACIAO ACCOPCINO TD WSW 6-$3 AND THE PLANS.
12. ALL RUNE MAIERML PIACFA AS FILL OR SatiKi4L NTTWK THE OURS DF THE
'OUTLjE[� rht AND IMpT 2-� SERE WEuF STUU. BE COMPACTED TO 9S% DENSITY W
1dRDIBION1BOMINTATION CONTROL NOTSM
1. AP"WAL OF TOMS ERD"ISEDINENTATION CONTROL (CSC) PLAN DOLE NOT
CAlNS'TITUTE AN APPROVAL W PpWANENT ROAD coORAWA6E OE51OR [[Lt�
SIZE AHD LOCAIMON OF R4% R1PES, RES'TRICTOAS. CILNX'ELS, RETE7HTION
FACILITIES, UT4.mm ETD,).
2, THE IMPUMENTATIDII Or THESE EM PLWS ANC THE CONSTRUCT,%,
AWNIENAACE. REPLACEUMT, AN] UPORAOWO OF UM ESC FAMFMS L5
THE AESPONVEITUO' OF THE APPLCANT/COWTAACTOR UNTIL ALL
CONSTRUCTION IS APPRWF9.
3. THE OWNDA O Or THE CLYAR' NG AHw1s EHmNX ON
INS PLAN fNx1, BE
CLEARLY FL40GED W THE HELD PRIOR TO CONSTRUCTION. DURWC THE
CONSTRUCTION PlaHO %STURRANCC BM* ME FTAQOED CULARM
LIMITS SHN.L BE PERMF110, THE FUGW O SHALL BE MLMANEO BY 7HE
APPLICANT/CP.RIRACTOR FOR THE ou"TION OF CGN'SIRTICTON.
4. THE EBO FAvum% SHOWN ON Thii3 PLAN MUST GE CONSTRUCTED IN
MANNER Aim IM54Wak ME TCLEARINO NAT SEDIMENT LADEN WARDER NG ��NOOT IN
ERR THE
mwm4E SYSYEU OR MIOLATE APPLICABLE WATER 5TA4DARDS.
TL THE ESC FA12UTE5 SHOWN ON IRIS PUNT ARE THE MIHTMUM REDURWVWT3
CDR AILTMJPAUIC = CONOITam DURING THE CDMSTRTIOTAN PERIOD,
THESE ESC FACTUM SHALL CC UPCMDM (I.E. ADDIT01 4, SUMPS.
Rb. M OF DITCHES AND SILT FENCES, ETC.) 4NEEGEO FAR UnDPEM
STO
C THE CSC /AMITICS SHALL SE INSPECFEO OMf,Y SIT THE
APPIJFMiI%COMANCTOR AND MWPINNEO AS sIjARY TO M.UK THEIR
CONTINUED /UNCTOWINO,
7, ANY AREA STRIPOM OF V=ATION, RNCI.UONII RCAOWAY EUBANXMENTS.
WHERE NO M."ER WORN IS AHRLUPATED OR A PEAR OF IS DAYS, SHALL BE
GMEOKTELT $WLIZED WITH THE APPROVED ESC METHOOS (N.E, `•>- 049.
)JVLEMRRC, NETTILD, EROSION uLANV.CT4, M.5
& ANY AREA NCEDINO FSC IdASURES, NOT REOLW.RONG WMEDWE ATTEMgH1.
%MALL BE ADDRESSED W(WN 13 &M.
F. THE Me FACILOVS ON RU&TA+L WEE; SHALL BE INSPECTED AND LWRFA9 w
A WIN.UM 0 CAM A MONTH 04 WINN THE 40 HIOURB FCNLQWM A STORM
%0. AT NO TIME SHALL MORE lift ONE FM Or SEDIMENT BE ALLOWD TO
ACCUMULATE WITHIN A CATCH GA52l. ALL CATCH WSBNS ARM CONVSYANCE
LINES SKAL BE CLEANED PROR TO PAVING. 114E CLEAN" OPERATION S NA,L
NOT FIAiSN SEODGWY-fADFN WATER INTO THE DOWNSTREAM 6Y9CM.
11. STAB61ZED CDW5'TTROOr" ENTRANCES AND WASH PADS SHALL BE INM M
AT THE WINNING OF CONSTRUCTION AND MAINTAMED FOR 114E DURATION OF
IFS PF=ECr. A➢DLnONAL MEASURES UAV 9 REOUIREO TO INSURE TAT ALL
PAVED AREAS ARE KEPT CLEAN FOR THE WRATION OF THE PRONECT.
12. WET SEASON REOVIAEUENIS AS DESCRIBED TN APPEROGI D, SECTION 0,34 OF
IRE LSG6 KCSNOM ARE IN MCI BECMNNNG OCTOBER I IMMUCK APNL 3O
13- ANY PERMANENT RMh7IONIOMNTTON FACILITY USED AS A TEMPORARY
SMAV SP40 SNYLL BE MOO670 WITH INC N=S Y EROSION CONTROL
ME40RES AND SHALL PROM ADEQUATE STON44E CAPACM. E THE
PERMANENT FA UTY i5 TO FUNCTION ULTIMATELY AS AN *nWATIOH OR
DISftCPH WYSTW, THE F)4 M %HALL NOT K USED AS 4 WWPftW
SML*S a FORAd' 0 BAg��H TAUNTS OR VAMTS SHALL BE
I4. WHERE SM9110 15 REOULRF]1 APPLY AT 1201bF PER ACAS. USE TEMPORARY EROSION
CONTROL SEED MIX (KANOCR SWO M IML TABLE D,3.2-B).
M. WHERE STRAIN MACH FOR TEMftRAM EROSION CONTROL S REQUIRED, IT
SMALL BE APPLIED AT A MIN" THICKNESS OF TWO INCHES
16, MANAGINEIT PRACTICES PROAOIN6 S*13FTCFNT TREE PROTECDON SHA" BE
PRO'AOFO PER SECTION 71-1506 (C) (6) (4-0) Or FTL1:C,
CON8TRUCYION_ EGOUENC_4
1.8IFORE ANY CONSTRUCODN OR MVILOPMEMI ACTIVITY, A PRECONSTRUCTION MEENNO
MUST IX HELD OETMH THE CRY OF FEDERAL WAY, THE APPLICANT AND APPPUCANT'S
CONSTRTNCTIQTt RCPRE5E1RATIVE.
2.FLA0 CLEARING LIMITS
1INSTALL STABILIZED CONSTRUCTION ENTRANCE
4.INS7ALL FILTER FABRIC FENCE AS INDICATED ON PUN
O.CLEAR AND ORUS AREA OF THE SITE TO BE ROUGH GRADED OR FILLED,
O.INSTALL TEMPORARY DRAINAGE.
?.ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM,
B.FINISH GRADE SITE AND COMPACT EXCESS MATERIAL.
9.CONPLETE SITE STABILIZATION.
1O.CLEAN AND TEST STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND
DE6915.
IIMEMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE 15 COMPLETELY
STABILIZED.
VCR REVIEW ONLY -NOT POR CONSTRUCTION
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