HomeMy WebLinkAboutR-386403Q
J
F-
O
z
0
z
Q
J
INSTALL SILT FENCE
PER DETAIL ON THIS SHEET
0
a
E
0
z-
0 -- -
W
n
z
0
i
E
C_
n
C_
0
C_
a
0
12
0
L_
n
1-11
C: ----------------
C_
EZ
C
0
INSTALL SILT FENCE
PER DETAIL ON THIS SHEET
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY,
WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED
FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE
SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH
TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR
ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR
SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE
COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST
THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1ST AND MARCH 30TH INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH
AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)
DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TU, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER,
THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTIONIDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1ST), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY
WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
22
A k A A L A �"hk �A E*'A' Zk L -A MM4 IL
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH
THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
ZZ
DATE:
r
i1
C: ----------------
C_
EZ
C
0
INSTALL SILT FENCE
PER DETAIL ON THIS SHEET
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY,
WATER UTILITY, AND TRANSPORTATION PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH
THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S)
SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED
FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH
PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE
SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH
TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR
ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM
REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR
SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE
COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST
THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1ST AND MARCH 30TH INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH
AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)
DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN
24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TU, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER,
THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC
COVERING.
15. ANY PERMANENT RETENTIONIDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED
SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1ST), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY
WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
22
A k A A L A �"hk �A E*'A' Zk L -A MM4 IL
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH
THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
ZZ
DATE:
B
i1
BY:
Y
BY:
DATE:
DR&gw"lio 34kt of- WED TO rx1�. EDIN
o
4
C
*P RAC."W ISI T', WMAU,aTM * nAr
01
N
.tom
4sn�FttTtAlxxt
zz
Tk$'���` _
I
ibli�tlt3ih'f> a�7 3'r4f3: +Z.'flAt3S5ftiY
m
rn
�\
fTiri42EC�E)IikAF'aE31:F3T*AT"T?-SE
OO
D
ttti.TftiltICA, t (�t>+MtiEi�;:Cf l?f+tF
LTFdAP46 fw T�'* PAw
r�"9�Av. 34•ifG44Ai£a4 •. _ ti`,,� �. �: s4tkt£ k431.t. N4t#T1�>"i y!
WNWAfwFc•;W" AREA
I. CONDIT" OF USE
z -r:. ODNSTRUCTION ENTRANICE SHALL. BE :STAWL VED WW_REVF R TRWF'IIC WILL W LEA~ A CONS'iI" UCTTONr &TE AND TRAVELIING ON
PAVED RAS OR OTHER PAVED AREAS WITH IN 1,000 FEET OF THE SITE,
TF�iSiE 1 40N L�+ST�v➢ SII MAX,
fv'll,�E;Ez1�4 £+TS7'IifE.i`i�� �tZSTiEslE3>;8b,tE 4€]G:�'"�< IY3PI,
AOS (ASTM C)4nll'
2. Isar" mo EEE1WA4;UIT�m Iift#waEE "TKIEiS
2 # . HOG FUEL (WOOD SASEEO Mi L:0i) MAY BE SUBSTITUTED FOR OR COMSINIED WITR QUARRY $PALLS IN ARES THAT WEL#, SOT BE USED
FOR: PEIRMA04ENiT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATIO14 IN UROM AREAS. THE AA SPECTOR MAY
AT ANY TTIMiE RE IPW THE USE OF 00ARRY SPALLS W TW HOG FUEL IS NOT PfW~ DIMENT FROM OEING TfRAMED ONTO
PAVEi>i NT OR II^ THE. HOG FUIELL IS MING CARWp ONTO PAV EA"T.
2.2 I'ENCING SHALL, BE INSTALLED AS NECESSARY TO RE=STRICT T"RAIeM TO TWE CONSTRUCTION ENTRANCE,
2.3. WHENEVER POSSIBLE, THE "TRANCE SHALL BE CONSTAUCMD ON A. FIRM, 00WACTED SUB t tom. THIS CAN SUSSTANTMLY
INCREASE T14E EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MNNTEkWCE.
s: IlEtsf WEE NANCE STAND
3.1. QUARRY SPALLS SHALL. ESE. A UDIRD IF THE PAD IS NO LONGER IN ACCCIAIDANCE WiT'H THE SPECtFICAT- 014S.
3.2, IF THE ENTRANCE IS NOT PREVdEN€ W3 SEDIMENT BEMG TEi3 ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO BEEF THE
STMEETS FREE OF SEDIMENT $ ALL. ESE USM, THIS MAY 010100E STWgEEET SftEP'IING. AN INCfREA EN. THE DM*ASICINS OF THE
ENTRANCE, OR THE INSTALLATION Of THE VSEL WASH. IF WAISHMIG IS USED, #T'SHALL BE; DONEON-' AN ASA CaVERED WITH
(WSHED ROCK. AND WASI+EED WATER SHALL DRAW TO A SEEDNr"T TRAP OR POND
3A. ANY SEiIVAENT THAT IS TRA:CEKE.D ONTO PA~NlT SHALL SE RE#b VM MMA MAT'1=.LY BY SWEEPING. TW_ SE:EAi ENT irC3LLeCTED aY
SWEEPING SHALL EE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL W r BE CLEANED BY WAST`{" DOWN THE STREET,
EXCEPT V"N S'WEEPII #G IS M .FEEGTIVs+I~ ANO THEE IS •A THREAT TO t►UWC SilkPE=TY. IF fT 4En£6AAY TO W�AL H 'ETA STREE TS, A
SMALL 5tiMP MUST BE CONDUCTED: THE SEDIMENT WOOLD'THEN ISE WASHED INTO THE $ENIMIF' VA+HIEFE IT CAN Eys�., ETROIr XD AND
DiSECE LARGED APPROPRIATELY,
344. ANY QUARRY WALLS THAT ARE. LOOSENED FROM THE PAD AND END UP CaNt THE ROADWAY SKALL BE REMOVED OVlE:D IIHMt1EEl)6AT ELY,.
3.5. IF VEMCLES ARE ENTE:ERENID OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION FENCING SHALL BE
INIS`I"AUeD TO CONTR01- TRAPM.
F%t`#� '+'L`s9i.
STD. PLAN 215.10MAK-F, 12008
1 C0011000k OF um
i 9,'I . PLASTIC COVePMG MAY SE USED ON DISTUFOEO AREAS TKAT REOLOW0 COVER WASuRES FDA SSS THAN W DAYS,
IatASTIC A PAAT'iCULAftY US#rFOL FOR PROTECTING OUT AERIC# FILL S"L< AND STOCKPILES.
E 9.3. C i.EM PLASTIC .POSTING MAY BE USED M. R NEWLY-SHIKED ED AREAS TO CFAATV A GMENFtOWS EFFECT AND I~NCl]URAM GRASS
GROWTH, CLEAR PLASTIC 914OULD 140T BE USED FOR TI"Ils PURPOSE :EJtliRl 40TI. SUMMER MONTHS
%.4..
THS ME'/'Eit3!C,] 3*,Vkj„ L N OTBE t3 iEiT til Sld� Cil^' AHTS €inti B' IAAIC HT RE3 PEi�tBE# Y IhtPA.CT f a3Y fitiFlf Fr SU H REAS * CL U STEE PAN U
2, OESIGN lli O16T'ALL.AT101i1 SMOWIl ATK M181
2,1 EAST#C S IMICSHOULD HA(VI~ X MNiMikW TiHICii rESS OF 0.03 MILLAWTERS, '•
i 2,2. F E.ROSIG,3tN AT TW TCW DFA $LOPEE$ LIKELY, A GRAVEL i7R OTHER 3t11TA BLE PROTECTION SHALL OE NOSTALLE:D AT THE TCS
OP THE SLOPE IN ORDER TO REDUCE Ir VELOOTY OF RUNOFP
3, E#IAWTOAAWN STNd11 MPW
11. TOM M'E SHEETS MORN IEIE REPLACED AND OPEN BEAMS REPAWRED,
32 s.^ THE DTIC 1ftGM-TCT DETEIRIt]F?A,TE DE;E TO Eft.-TRAVICU T RAMATiON, IT MOST ME. wOINPL.ETEL.Y' REMOVED .A04D REPLACED
3..1 WHEN THE PLASTIC IS 40 LAR NEEDED, IT S ALL. BE COMPLETELY REMOVE&
ALL
.�..
--wool
.............. .
I . Ct1MirE'ATfI;)MI
SHALI HE PA W060 FOF2 ALL STORM O 7AM IN LETS DOW L.12PE ANO WITHIN WO FEET OF A D iSTURMO OR CONSTRUCTION 1tRE& UNLESS
THE RET THAT ENTER$ THE CATCHEEIASIIN WILL BE C(AVEYED TO A SE ONl 4T PM CR T w,
1,4 W.Y SE USW +>AA YWA IERE AT THE APPLIC?A NTV DISCRETION TO PROTECT DRA NIIA,-SYSTSM.,
1,3, TIS C'G3i►IT RIPUTIMi3 ClRMNIAGE: AREA MOST NOT BE. LARGER THAN I ACRE,
2, DESM AND BMTALLATMN BPEOROA'TI
2:1, PELTTER FABRIC IS ONLY AALLOWE D WERE P04410M WWLL NOT BE A TRAFFIC COME RN AND kVHERF SLOPE EE.ROSON, WILL NOT RESULT 1 F THE
CI.f11M IS OVE R'TY7P' ID BY POWED WE)ATM
2.1 THE SOF AA FILTER FABRIC UNDER GRATES IS GENERALLY fx%I.OK41183` ED AND T HE, USE OF FELLER FAIBF: It OVER GRATES M S RIC LY
L:WIT'>E;3 AMID DMICOU AGED.
3, 4110A rTO64M 1111TANDAM4
�. ANY ACC0MATw3 SEDAlEN1ON ORAROUND IN#LET # 7T TI3PSHALL 3E REMOVED Id#r0LATrLY. r3i#3iS.l
LL TOT BE REMOWD
W"TNEWATER AM ALL W.01MENT MUST BE DISPOSED OF AS 'F#LL.O+t S•sTIE I^t# LkM OFF
WD, FUN -- SIG -20
DEPARTMENT
MARCH 2008
MWS IN Fli-?:FA V EIGS4XL £*- ,F -ti.7£F .
k"NVAS-1;MV:" In A* `Ar ins VAf3Mr'W N't7W'19.
V' MAX-
POS I WAOM We SE 44 A3!E:
10 a, I£ SAP*& wx 2m is USED
2 a- OY I & aa, VWIM Oh
RMAVALENT,, P: STASnYsZAP,:
VFWNGT1 EMP14c:LLma
PIL"MA I`vi@ :kt
2i4?�#I.i:LiT?I6i a''$ilt�h'' -
{
srsftEw, test eoUWALENT
I
comerrm co U"
#. t. SILT PENCE MAY BE USED Dt WNESL E .IAF ALL DISTURBED AR:V�S,
5.2, SILT;FENCE IS NOT INTE MU) TO TREAT CONaNTRATED FLOWS. WORIS INTEW110 70 TREAT SU65T,ANIT"IAL, AIAOUNTS CF OVERLAND FLOW,
ANY Cpit"ENTR4TE0 FLOW N 0$T E3.� CONVEYED TFERC,TL#OH THE DRAfIr' AGE 'SY'S'TE M TO A, SEDIMENT TRAP OR ;POR D.
a. [liii(iN AIMEEID EMMT'A1i.LI�T10N S�r�FTY:Tif]MFS
TOTEXTII„ E USED MOST MET T�EEr STANDARD LISTED BELLOW A Y OF TI'f MA.NI.#F,�+C'CU RE:T S FABRI 19CMOS
�I�T ME
TWE GE
AVAtABLE ON We.
;R(t5,,,t.,.>rT"�.3`..i2 ,_.,..,.,.,,.,.,.,.. ''ri i�ra+"��'t''�•f23 E.`a}:. �ar2,.2 �+t'i•�i63P3C.ir ,.,,,,
-
'++3\i31C £7cfJF$. v t . 4ntt? s ii t{ y,{�, .1 `.7"Yril4thlRf
}
-- _
2.2. STAWARD S'RE'IiM•N#3TE'# Ft%RIC :RP_QUMG WAE SACK#AHO TO INCREASE THE STRENGTH OF 'THE FENCE, WORE BACKING �'�f. t CLOWR "T
SPAtCIEI4 MAY NE. REQUIRED FOR W#'RA, STRENGTH FABRIC IF FIELD ft AW#4CE: WARRAN S A $TROHMA FENCE.
2.3. VV THE F8CE ES EN$TALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H, IV
2.4. W A TYPIC b. SILT FSNCE I$ U SED THE STANDARD 4X4 TREWK MAY NOT EES REDUCED A LOW AS THEN BOTTOM 6 IN. OF THE SILT FENCE
M V ELL E #ElIR1E13 AND SECURE IN A TRENCH THAT STA89LIZES THE. FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNMRIWNE THE SILT
FENCE.
3. MANEr'tE+*A61W STAOMAOM
3..1.: AtANY°:11AMAOE %4ALt BF REP1AiR IM FOIATiFLY
$.2: EF COWME TRATIED F OES AkRE EV+ DENET UPHILL 00 THE FENCE, TREY MUST BE iNTERCEP TIED AND CONVEYED TO A. SE£DJitR:#ENT TRAP OR POND
3.3, IT E$ NPORTAW TO **CK THE UPHILL SM OF THE FENCE FOR StGW OF THE FENCE CLOGGW,2 AM ACTINIC AS A SSR RI E R TO FLOW AND
$TEEN CAii69M G:WW'iELI AATIONE OF FLCARS 1PAIRALLE V.'TO TFIE F1;NC1E IF THIS CTMVIRS. REPLACE THE F :E OR E'REMOWD THE TRAP
SEXlIRtENT,
3.4. $ 941T MOST BE Rzrlth0VED WHEN SEDIMEW IS 6 INCHES 14GH-
3.5. II` "TK FILTER fASw (CEO f E:XTILE ) HAS: DETEMORATEV DIVE TO ULTRAVIOLET B#RE,AKOMN. §T SHALL BE REPLACE 0.
S. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. HORIZONTAL GRAPHIC SCALE
20 10 0 10 20
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. t inch = 20 ft.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CALL S11
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. BEFORE YOU DIG
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
MARCH 2008
1
BY:
DATE:
B
DATE:Z�2�
BY:
Y
BY:
DATE:
z
o
4
C
01
N
zz
44
m
m
rn
m
OO
D
TO St+.4MW2 IN
\ Z\
CC
•
i k j
t r
•�
L'4cs/' �ti
'
T'3tL wq;X1. s.i04E Ray �1'�ff?A9DeN4t t
4 TV* IMIW44 W£ml"t
1 C0011000k OF um
i 9,'I . PLASTIC COVePMG MAY SE USED ON DISTUFOEO AREAS TKAT REOLOW0 COVER WASuRES FDA SSS THAN W DAYS,
IatASTIC A PAAT'iCULAftY US#rFOL FOR PROTECTING OUT AERIC# FILL S"L< AND STOCKPILES.
E 9.3. C i.EM PLASTIC .POSTING MAY BE USED M. R NEWLY-SHIKED ED AREAS TO CFAATV A GMENFtOWS EFFECT AND I~NCl]URAM GRASS
GROWTH, CLEAR PLASTIC 914OULD 140T BE USED FOR TI"Ils PURPOSE :EJtliRl 40TI. SUMMER MONTHS
%.4..
THS ME'/'Eit3!C,] 3*,Vkj„ L N OTBE t3 iEiT til Sld� Cil^' AHTS €inti B' IAAIC HT RE3 PEi�tBE# Y IhtPA.CT f a3Y fitiFlf Fr SU H REAS * CL U STEE PAN U
2, OESIGN lli O16T'ALL.AT101i1 SMOWIl ATK M181
2,1 EAST#C S IMICSHOULD HA(VI~ X MNiMikW TiHICii rESS OF 0.03 MILLAWTERS, '•
i 2,2. F E.ROSIG,3tN AT TW TCW DFA $LOPEE$ LIKELY, A GRAVEL i7R OTHER 3t11TA BLE PROTECTION SHALL OE NOSTALLE:D AT THE TCS
OP THE SLOPE IN ORDER TO REDUCE Ir VELOOTY OF RUNOFP
3, E#IAWTOAAWN STNd11 MPW
11. TOM M'E SHEETS MORN IEIE REPLACED AND OPEN BEAMS REPAWRED,
32 s.^ THE DTIC 1ftGM-TCT DETEIRIt]F?A,TE DE;E TO Eft.-TRAVICU T RAMATiON, IT MOST ME. wOINPL.ETEL.Y' REMOVED .A04D REPLACED
3..1 WHEN THE PLASTIC IS 40 LAR NEEDED, IT S ALL. BE COMPLETELY REMOVE&
ALL
.�..
--wool
.............. .
I . Ct1MirE'ATfI;)MI
SHALI HE PA W060 FOF2 ALL STORM O 7AM IN LETS DOW L.12PE ANO WITHIN WO FEET OF A D iSTURMO OR CONSTRUCTION 1tRE& UNLESS
THE RET THAT ENTER$ THE CATCHEEIASIIN WILL BE C(AVEYED TO A SE ONl 4T PM CR T w,
1,4 W.Y SE USW +>AA YWA IERE AT THE APPLIC?A NTV DISCRETION TO PROTECT DRA NIIA,-SYSTSM.,
1,3, TIS C'G3i►IT RIPUTIMi3 ClRMNIAGE: AREA MOST NOT BE. LARGER THAN I ACRE,
2, DESM AND BMTALLATMN BPEOROA'TI
2:1, PELTTER FABRIC IS ONLY AALLOWE D WERE P04410M WWLL NOT BE A TRAFFIC COME RN AND kVHERF SLOPE EE.ROSON, WILL NOT RESULT 1 F THE
CI.f11M IS OVE R'TY7P' ID BY POWED WE)ATM
2.1 THE SOF AA FILTER FABRIC UNDER GRATES IS GENERALLY fx%I.OK41183` ED AND T HE, USE OF FELLER FAIBF: It OVER GRATES M S RIC LY
L:WIT'>E;3 AMID DMICOU AGED.
3, 4110A rTO64M 1111TANDAM4
�. ANY ACC0MATw3 SEDAlEN1ON ORAROUND IN#LET # 7T TI3PSHALL 3E REMOVED Id#r0LATrLY. r3i#3iS.l
LL TOT BE REMOWD
W"TNEWATER AM ALL W.01MENT MUST BE DISPOSED OF AS 'F#LL.O+t S•sTIE I^t# LkM OFF
WD, FUN -- SIG -20
DEPARTMENT
MARCH 2008
MWS IN Fli-?:FA V EIGS4XL £*- ,F -ti.7£F .
k"NVAS-1;MV:" In A* `Ar ins VAf3Mr'W N't7W'19.
V' MAX-
POS I WAOM We SE 44 A3!E:
10 a, I£ SAP*& wx 2m is USED
2 a- OY I & aa, VWIM Oh
RMAVALENT,, P: STASnYsZAP,:
VFWNGT1 EMP14c:LLma
PIL"MA I`vi@ :kt
2i4?�#I.i:LiT?I6i a''$ilt�h'' -
{
srsftEw, test eoUWALENT
I
comerrm co U"
#. t. SILT PENCE MAY BE USED Dt WNESL E .IAF ALL DISTURBED AR:V�S,
5.2, SILT;FENCE IS NOT INTE MU) TO TREAT CONaNTRATED FLOWS. WORIS INTEW110 70 TREAT SU65T,ANIT"IAL, AIAOUNTS CF OVERLAND FLOW,
ANY Cpit"ENTR4TE0 FLOW N 0$T E3.� CONVEYED TFERC,TL#OH THE DRAfIr' AGE 'SY'S'TE M TO A, SEDIMENT TRAP OR ;POR D.
a. [liii(iN AIMEEID EMMT'A1i.LI�T10N S�r�FTY:Tif]MFS
TOTEXTII„ E USED MOST MET T�EEr STANDARD LISTED BELLOW A Y OF TI'f MA.NI.#F,�+C'CU RE:T S FABRI 19CMOS
�I�T ME
TWE GE
AVAtABLE ON We.
;R(t5,,,t.,.>rT"�.3`..i2 ,_.,..,.,.,,.,.,.,.. ''ri i�ra+"��'t''�•f23 E.`a}:. �ar2,.2 �+t'i•�i63P3C.ir ,.,,,,
-
'++3\i31C £7cfJF$. v t . 4ntt? s ii t{ y,{�, .1 `.7"Yril4thlRf
}
-- _
2.2. STAWARD S'RE'IiM•N#3TE'# Ft%RIC :RP_QUMG WAE SACK#AHO TO INCREASE THE STRENGTH OF 'THE FENCE, WORE BACKING �'�f. t CLOWR "T
SPAtCIEI4 MAY NE. REQUIRED FOR W#'RA, STRENGTH FABRIC IF FIELD ft AW#4CE: WARRAN S A $TROHMA FENCE.
2.3. VV THE F8CE ES EN$TALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H, IV
2.4. W A TYPIC b. SILT FSNCE I$ U SED THE STANDARD 4X4 TREWK MAY NOT EES REDUCED A LOW AS THEN BOTTOM 6 IN. OF THE SILT FENCE
M V ELL E #ElIR1E13 AND SECURE IN A TRENCH THAT STA89LIZES THE. FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNMRIWNE THE SILT
FENCE.
3. MANEr'tE+*A61W STAOMAOM
3..1.: AtANY°:11AMAOE %4ALt BF REP1AiR IM FOIATiFLY
$.2: EF COWME TRATIED F OES AkRE EV+ DENET UPHILL 00 THE FENCE, TREY MUST BE iNTERCEP TIED AND CONVEYED TO A. SE£DJitR:#ENT TRAP OR POND
3.3, IT E$ NPORTAW TO **CK THE UPHILL SM OF THE FENCE FOR StGW OF THE FENCE CLOGGW,2 AM ACTINIC AS A SSR RI E R TO FLOW AND
$TEEN CAii69M G:WW'iELI AATIONE OF FLCARS 1PAIRALLE V.'TO TFIE F1;NC1E IF THIS CTMVIRS. REPLACE THE F :E OR E'REMOWD THE TRAP
SEXlIRtENT,
3.4. $ 941T MOST BE Rzrlth0VED WHEN SEDIMEW IS 6 INCHES 14GH-
3.5. II` "TK FILTER fASw (CEO f E:XTILE ) HAS: DETEMORATEV DIVE TO ULTRAVIOLET B#RE,AKOMN. §T SHALL BE REPLACE 0.
S. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
RECOMMENDATIONS.
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. HORIZONTAL GRAPHIC SCALE
20 10 0 10 20
12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. t inch = 20 ft.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CALL S11
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. BEFORE YOU DIG
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
MARCH 2008
1
BY:
DATE:
B
DATE:Z�2�
BY:
DATE:
BY:
DATE:
JOB NO. SURVEYED: SCALE:
H. CENTRAL ISLAND SHORT PLAT _ _
0- wA p VERTICAL: NAVD 1988 9 10 2015
��, of s� DESIGNED: 1 rr - 20r 3413 NE 7TH STREETFIROMO
�� �� HORIZONTAL: NAD 1983/1991
0�. H . H . PHAN CITY OF PAGE:
1 Land Planning•civil Engineering DRAWN: RENTON, INA X8056
� �' !R
RENTON •
IPBC* L&C
0
5130 South 166th Lane , H. H. PHAN DATUM
N I CHECKED: ONE INCH Plannin /Buildin /Public Works Dept.
/� 42 815 9 9 P E"Cl
6 SeaTae, WA 98 188 `4,p RSV c4' AT FULL SCALE TESC AND VA�
E.0 Off, G IST ,�� IF NOT ONE INCH
T (20) 229-6422 SSI oxAL E��1 APPROVED: SCALE ACCORDINGLY
z N0. REVISION BY DATE APPR PUN AND DETALS 3 S
Uj
n
C�7
•
D
4rn
c�
z
o
4
C
01
N
zz
44
m
m
rn
m
OO
D
D
B
4
3 o
-� °
:0
ff)
rn -0 •
m
r CC
� C
G
2:
O
u, 3
Ln
cil
m �
Nz
m
I°
D
0
a
z
G)
z
C
3
Imm
m
n
0
n
C�7
ro
y
m
m
m
4
O
44
m
n
0