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STORMWATER DRAINAGE NOTES:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY
WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY
THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PlANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION
FROM THE APPROVED PlANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF
RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTLITY.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED
ON THE PLANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING
AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINT.<JNED UNTIL
CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED
BY THE DEP,IRTMENT OF PUBLIC WORKS, STORM WATER UTILITY.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER
THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A
lANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM
WATER UTILITY.
9. ALL PIPE AND APPURTENANCES SHALL BE L.<JD ON A PROPERLY PREPARE FOUNDATION
IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C:
WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO
MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT
OTHERWISE PER ASTM 0-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER
AND UNDER PVC PIPE.
1 D. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES
SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY
STORM DRANAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC
WORKS, DESIGN ENGINEER.
14. ROCK FOR EROSION PROTECTION OF RO,6JDSIDE DITCHES, WHERE REQUIRED, SHALL BE
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCE~'f TO 70 PERCENT
PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2
INCHES ROCK/l0 PERCENT TO 20 PERCENT PASSING.
15. ALL BUILIDING DOWNSPOUTS AND FOOTING DRANS SHALL BE CONNECTED TO THE
STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTIMENT OF PUBLIC WORKS,
DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED
AS-BUILT DRAWING OF THIS DRANAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF
RENTON UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES
NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR U,6J8ILITY
CONNECTED WITH STORM SURFACE WATER DISPosmON. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
M.<JNTENANCE OF THE SYSTEM PROViDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLIE FOR PROVIDING ADEQUATE SAFEGUARD,
SAFETY DEVICES, PROTECTIVE EQUIPMENT, FlLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE
TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS
OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN
THE AQUIFER PROTECTION AREA.
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBT.<JNING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF S.<JD MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
STORM DRAINAGE PIPE SPECIFICA llONS
ALL STORM DRAN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS
OTHERWISE SPECIFIED IN THE PlANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND
MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS
SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE
MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT
LOADINGS).
A. DUCTILE IRON -4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH
THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA
STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR
FLANGED (6-INCH MINIMUM COVER).
COVER SHEET
FOR
ARBY'S RENTON, WA
A PORTION OF SECTION 18, TOWNSHIP 23 No, RANGE 05 Eo, w.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
\~~ ~~
era ~%~
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VICINITY MAP
B. CONCRETE -4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON-REINFORCED, BELL AN[I __ tf:-_______________ N~B~!r::!4~O'.:.22~"W!!..:~~I2..:::;~~~ __ ~---------~_:_-.J;.,.(
SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH
THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER X
GASKET JOINTS, CONFORMING TO ASTIM C-76 (2 FOOT MINIMUM COVER).
C. PVC -4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL
BE IN ACCORDANCE WITH ASTM 03034 SDR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE,
WITH ASTM D3034 SDR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE
PUSH-ON WITH RUBBER GASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E .. CATCH
BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS.
D. HELICAL CORRUGATED PL.<JN ALUMINUM PIPE (CMP) -6 INCH THROUGH 18 INCH DIAMETER
PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH THROUGH
36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS.
REFER TO DETAILS IN THESE PlANS FOR ANY PIPES L.<JRGER THAN 36 INCH DIAMETER. ALL
ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM
COVER).
E. HELICAL CORRUGATED STEEL PIPE (HCMP) -6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE
WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED
AND ASPHALT TREATMENT 1 COATED. REFER TO DET.<JLS IN THESE PLANS FOR ANY PIPES
L.<JRGER THAN 36 INCHES IN DIAMETER (2.0-FOOT MINIMUM COVER).
F. CORRUGATED POLYETHELIENE MEETING THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM
PIPE DI.<JMETER SHALL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DIAMETER FOR
WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM 0 3212, WHICHEVER IS LESS. JOINTS
SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE
OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.B PSI) USING ELASTOMERIC
GASKETS CONFORMING TO ASTIM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED
BY THE PRODUCER DURING INSTALLATION. "SOILTIGHT" JOINTS SHALL NOT BE PERMITTED.
FITTINGS SHALL BE BLOW MOLlDED, ROTATIONAL MOLDED, OR FACTORY WELIDED. THERMOPLASTIC
". ~
D
/
\
SEMENT
LANDSCAPING
REC. NO,
E' ;{j 7 40;?H04 77
;/
/
PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294. ~~,,--
CONSTRUCllON SEQUENCE:
1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON.
2. PROVIDE CATCH BASIN PROTECTION FOR ALL NEW/EX. CATCH BASINS AS SHOWN ON THE
APPROVED PlANS.
3. SAW CUT AND REMOVE EXISTING ASPHALT AS SHOWN ON THE APPROVED PlANS.
4. REMOVE EXISTING lANDSCAPE ISLANDS AS SHOWN ON THE APPROVED PlANS.
5, INSTALL NEW UTILITIES.
6. INSTALL NEW EXTRUDED CURB AND LANDSCAPE ISlANDS.
7. COMPLETE FINAL GRADING AND PAVING.
8. CLEAN NEW AND EXISTING STORM DRANAGE STRUCTURES,
ARBY'S
RESTAURANT
;'.
/
/
/
9. INSTALL PARKING LOT STRIPING. tr·"r.' '\ld;....,.j~,,,,~
/
10. CONTRACTOR SHALL M.<JNmN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HAS ;;~~¥:£~~1;:~~~~J ;.;~:;:.:.,;;V
PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN " '"
WATER INTO PUBLIC STORM SYSTEM.
OWNER/DEVELOPER
ARBY'S
641 RAINIER AVE. S.
RENTON, WA 98057
ENGINEER/PLANNER/SURVEYOR
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE. SOUTH
KENT, WA 98032
(425) 251-6222
FAX (425) 251-8782
CONTACT: ALI SADR/COSTA PHILIPPIDES/DENNIS SALTYS
UTILITY CONFLICT NOlE:
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING lHE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE C,6JLLNG UTILITY LOCATE @ 1-BOO-424-5555 AND THEN POTHOLING
ALL OF THE EXISTING UTILmES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF S.<JD UTILITIES AS SHOWN ON THESE
PlANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
==
SHEET INDEX
1 OF 4
20F4
30F4
40F4
PRELIMINARY SHORT PLAT
PRELIMINARY ROAD, DRAINAGE, AND GRADING PLAN
lEMPORARY EROSION AND CONTROL PLAN
NOTES AND DETAILS
L1 OF 2 PRELIMINARY LANDSCAPE PLAN
L2 OF 2 PRELIMINARY LANDSCAPE NOTES/DETAILS
RECOMMENDED
FOR APPROVAL
BY ___ , __ _
BY _____ _
BY ______ _
CHECKED FOR COMPUANCE
TO CITY STANDARDS
___________ Dote ____ _
___________ Doto ____ _
Dote
LEGEND:
EXISTING
:7; T.S. HANDHOLE
''''I Ijj WATER VALVE
HYDRANT
WATER METER
MANHOLES (SS/So)
CB
'o~ POWER/UTILITY POLE
GUY ANCHOR
LEGAL DESCRIPTION
EXISTING LEGAL DESCRIPTIONS:
(PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1326112, DATED JULY 13, 2011,
AT 8;00 AM)
LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-098-LLA, RECORDED
UNDER RECORDING NUMBER 20021'126900015, IN KING COUNTY, WASHINGTON.
SURVEY INFORMATION
EXISTING LEGAL DESCRIPTIONS:
(PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1326112, DATED JULY 13, 2011,
AT 8:00 AM)
LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-098-LLA, RECORDED
UNDER RECORDING NUMBER 20021126900015, IN KING COUNTY, WASHINGTON.
HORIZONTAL DATUM -NAD83(91) PER CITY OF RENTON CONTROL POINTS:
BASIS OF BEARINGS FOR THIS PROJECT IS NAD83(91) PER CITY OF RENTON CONTROL
POINTS. CITY OF RENTON CONTROL POINT NO. 1551 WAS HELD FOR POSITION AND A LINE
BETWEEN CITY OF RENTON CONTROL POINT NO. 1551 AND CITY OF RENTON CONTROL
POINT NO. 60 WAS HELD FOR ROTATION, BEING NORTH 15°21'10" EAST.
VERTICAL DATUM -NAVD88 PER CITY OF RENTON CONTROL POINTS:
THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON CONTROL. CITY
--OF RENTON CONTROL POINT NO. 1895 (CASED 2" BRASS DISC IN CONC. MONUMENT,
INTERSECTION OF S 16TH ST. & LIND AVE. SW) ELEVATION WAS HELD, BEING 25.702'.
PROPOSED
¢--=q' STREET LIGHT
X' , SPOT ELEVATION PROPOSED STORM DRAINAGE LINE
.i.:.L SIGN
:=J MAILBOX
ROCKERY PROPOSED CATCH BASIN
Iv! -::',0'f:'~ CONIFER TREE
f!~
PROPOSED SPOT ELEVATIONS
POWER T1RANSFORMER
POWER/TELEPHONE VAULT
, 0 ) DEClO. TREE
'c_/
FOUNO CASEO MONUMENT
PROPOSED ASPHALT 'J TELEPHONE/TV RISER
:S<: GAS VALVE
w -,,--,
---------,~----ss---~-~,-· --,--~--~------
c· --~-,-~--\) .. _--_. __ .,,------
,JGfJ-
"'----"'--;j G f .-'--"'~--'--.----~.-----"
SET 5/8" IRON REBAR w/ BLUE PLASTIC
CAP STAMPED "P-A-C-E PLS 33127"
UNLESS OTHERWISE STATED.
CENTER LINE,
PROPERTY LINES
RIGHT-OF-WAY LINES
SUBDIVISION LINES
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
GAS LINE
EXISTING ASPHALT
I
UNDERGROUND POWER LINES
UNDERGROUND TELEPHONE LINES
CHAIN LINK FENCE
IMRE FENCE
WOOD FENCE
ZJ
CITY OF RENTON
II
F
lJU 1 if lUll
DEVELOPER;
ARBY'S DEPARTMENT OF PUBLIC:: WORKS
641 RAINIER AVE. S ..
RENTON, WA 98057
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CONTACT: DAN BALMELLI APPROVED
COVER SHEET
ARBY'S RENTON. WA
DATE
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SHEET 4
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o 11
PRELIMINARY GRADING AND DRAINAGE PLAN
FOR
ARBY'S RENTON, WA
A PORTION OF SECTION 18, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
N89'40'22"W 339.B4'(C) 339.81'(LLA}
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DEVELOPER:
ARBY'S
//
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641 RAINIER AVE. S.,
RENTON, WA 98057
i'l ENGINEER: en
RECOMMENDED
FOR APPROVAL
CHECKED FOR COMPUANCE
TO CITY STANDARDS
/ / BY___ ___ BARGHAUSEN CONSULTING ENGINEERS
8 / ___________ Ooto_____ 18215 72NO AVENUE SOUTH
\
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NOTE:
WORK IN THE RIGHT -OF-WAY IS DONE
BY OTHERS, EXCEPT FOR DRIVE -THRU
ASPHALT AND CURBING.
l! l .. I 1 9 ,lui1
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
PRELIMINARY GRADING AND DRAINAGE PLAN
ARBY'S RENTON, WA
DESIGNED CP
DRAWN AJ
DATE 8/19/11 FILE NO. is BY______ KENT, WA 98032
en w ___________ Ooto_____ (425)251-6222 FIELDBOOK ___ PAGE_
-;;:: ~ 0 8Y ___ .---(425)251-8782 FAX
CHECKED AS
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LIMITS
(TYP)
EXISTING CURBING
TO BE REMOVEID-,,~
S89'43'17"E
SW 7TH
CI
NO,
DEMOLITION AND TEMPORARY EROSION CONTROL PLAN
FOR
ARBY'S J~ENTON, WA
A PORTION OF SECTION 18, TOWNSHIP 23 N" RANGE 05 E, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
\
N89'40'22"W 339.84'(C) 339.81'(UA)
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EXISTING CURBING ANCI./ ..
LANDSCAPING TO BE REMOVED
~~~~~~~,=~""""~ --: : f:f\....;.;; ~
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'--~
LIMITS 'iNSTAl[ CB PROTECTION
(TYP) PER DE1AIC'ON, SHEET
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, , Ii<J>· ; "f...-'"P~ tv1f'::r-:;:;;;;;;.:.:;;; ::1.':=-=""-' \
PORTION OF '_ ..... _--~;".
BUILDING AND
CURBING TO
BE REMOVED
FF=26.75±
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INSTALL CB PROTECTION
PER DETAIL ON SHEET 4
EXISTING PARKIN(h '1. • .., .... -<0
TO BE REMOVED
CLEARING
LIMITS
(TYP)
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DEVELOPER:
ARBY'S
641 RAINIER AVE. S"
RENTON, WA 98057
1:; ENGINEER:
RECOMMENDED
FOR APPROVAL
C,'HECKED FOR COMPUANCE
TO CITY STANDARDS
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/
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:;-. By_______ BARGHAUSEN CONSULTING ENGINEERS
('5 / __________ Dole_____ 18215 72NO AVENUE SOUTH
g BY______ KENT, WA 98032
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'--______ ---'1 EX. PAVEMENT TO REMAIN
EX, PAVEMENT TO BE REMOVED
® CB PROTECTION
• • • SILT FENCE
CLEARING LIMITS
DCI 1 9 l!!iI
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DEMOLITION AND TEMPORARY EROSION CONTROL PLAN
ARBY'S RENTON, WA
DESIGNED CP
DRAWN AJ
DATE 8/19/11._ FILE NO.
CHECKED AS________ SCALE ~=20' .__ FIELD BOOK PAGE_ -: ~ g BY __ ---(425)251-8782 FAX ~~"~1-LJ-1-1-L~1-________ , ________________________________________________________________________________________________________________ ~==================~O~ol~e==========~ ____ ~==~ ____ 1_~C~ON~~~C~T:~D~A~N~B~AL~M~EL~L~I ________ 1_ ____________________ L:~=PR:O:~~D_====·=-~~~~C~1O~~o~Fe~c'~co~wo~,,~,======~8H~E!R~3~~~~~4~J
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NOTES AND DETAILS
FOR
ARBY'S RENTON, WA
A PORTION OF SECTION 18, TOWNSHIP 23 N., RANGE 05 E., w.M.
EROSION CONTROL NOTES
1.
2.
3.
4.
5.
6.
7.
i=RAME
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER.
ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON
THE PLAN SHALL BE GLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING
CONSTRUCTION.
ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND
IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT
SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED 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 PERMITTEE.
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
PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE
PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION
AND RESPONSIBILITY OF THE PERMITIEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY HIS 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.
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.
DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCil 31, ALL PROJECT DISTURBED
SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED OF MORE
THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING.
IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK
IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE
IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED
EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS
SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH
SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE
INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR
OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME
PERIOD.
NOTES
1. PERFORM MAINTENANCE IN ACCORDANCE v.IITH STANDARD SPE.CIFICATION 8-01.3(15),
2. SIZE THE BELOW GMTE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE
IT WILL SERVICE.
GRATE 7 f9i r-TRIM GEOTEJ(TllE 3. THE 6GI0 SHALL HAVE A 6UllT.IN HIGH·FlOW RELIEF SYSTEM (OVERFLOW BYPASS).
4. THe: RETRIEVAL SYSTEM MUST ALLOW f<EMOVAL OF THE 8GID lNITHOUr SPllllNG THE
COLLECTED MATERIAL
l OVERFLOW BYPASS
J /~
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"f--l:-"-'ut--SEDIMENT AND DEBRIS ~
, .
FILTERED
WATER
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• " -4,"', ',<' ..• " '.'
CROSS SECTION
NOT TO SCALE
PREFABRICATED BELOW GRATE
INLET DEVICE DETAILS
ISOMETRIC VIEW
NOTTa SCALE
STORM DFIAIN
INLET PROTECTION
STANDARD PLAN 1-7
CITY OF RENTON, KING COUNTY, WASHINGTON
RECOMMENDED
FOR APPROVAL
CflY OF RENTON
STORMWATER DRAINAGE NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE
HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE '1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION' PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS
(APWA), AS AMENDED BY THE CflY OF RENTON DEPARTMENT OF PUBLIC WORKS.
3. THE STORM DRANAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE
ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE
WRITIEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR
STORM WATER UTIUTY.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS.
6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND
THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION
WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS,
STORM WATER UTILITY.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CflY OF RENTON
APPROVED STANDARD MIXES, SHALL BE SUBMITIED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE
DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH
SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOnOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C,' WITH THE EXCEPTION OF PVC PIPE. ALL
TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL
AND 90 PERCENT OTHERWISE PER ASTM 0-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND
UNDER PVC PIPE.
10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT
TREATMENT #1 OR BETIER INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITIED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRANAGE PIPE,
OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL,
13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS
SPECIFICALLY APPROVED BY CflY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK
PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40
PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2
INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRANS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM
UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN
ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITIED
TO THE CITY OF RENTON UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE
OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER
DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MPJNTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK
COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING
DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS
1-07.23, TRAFFIC CONTROL, SHALL APPLY.
18. SPECIAL DRANAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER
PROTECTION AREA.
CHECKED FOR COMPUANCE
TO CITY STANDARDS
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PEVELOPER:
ARBY'S
641 RAINIER AVE. S.,
RENTON, WA 98057
" ~" -;; ENGINEER: U .... 'v fl4'C' ~
8Y______ ~ '1L.:t'to., 8ARGHAUSEN CONSULTING ENGINEERS ~f 18215 72ND AVENUE SOUTH ___________ Oale ____ _
By______ l' 38375 '" ~ KENT, WA 98032
w ____________ Oale_____ ~ (C/S1"-"'-,,'v (425)251-6222
10" 6"
MIN.
III . III III -"'-1
EXTRUDED CONCRETE CURB DETAIL
NOT TO SCALE
2" COMPACTED OEPTH----,
CLASS '8' A.C. PAVEMENT
4" COMPACTED DEPTH CRUSHED-
ROCK BASE COURSE
1
=
=
= . = =
= =
12" MIN. SUBGRADE COMPACTED -
TO 95% DRY DENSITY
1
=.
=.
TYPICAL ASPHALT PAVING SECTION
NOT TO SCALE
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
NOTES AND DETAILS
ARBY'S RENTON, WA
DESIGNED CP
DATE 8/1~11 FILE NO.
DRAWN AJ
CHECKED AS SCALE N/A FIELD BOOK PAGE
0.. ~ I 0 8y______ J'J'IONAL 't,"'" (425)251-8782 FAX ~L-~~'-l-1-1-1-L1-Z=-L-______________________________________________________________________________________________________________________________ !=====================~D~a~le==========~ ______ ~nr:: ______ 1-£CO~N~M~C~T:~DA~N~B~A~LM~E~L~LI ________ _1 ______________________ l:~:P:RO:~:D~:::::c~'e~EcT~"~o~FF~u8~uc~,~oR~Ks::::::~!SH~E~8~4~~o~F~4~J
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PRELIMINARY LANDSCAPE PLAN
FOR
ARBY'S RENTON, WA
A PORTION OF SECTION 18, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
//
/
/
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ACER C'RC"'ATUM /
VINE MAPLE
6' -8' HT, AS SHOWN 1 STAKE & GUY ONE GROWING SEASON: NURSERY
GROWN, E TO 5 CANES MAXIMUM
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PROPOSED
RIGHT -OF -WAY /
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EX, RIGHT-OF-WAY LINE
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SASKATOON
CERCIDIPHYLLUM JAPONICUM /
KATSURA TREE
EXISTING TREE
SHRUBS:
ABEllA GRANDIFLORA 'EDWARD GOUCHER' /
PINK ABEllA
B & B
2" CAL,
DBH
2" CAL,
DBH
18" -21"
CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' / 2 GALLON
KARL FOERSTER REED GRASS
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STATE OF 'I
HEMEROCALLIS HYB. 'STELLA D' ORO',/
YELLOW DAYLILY
PRUNUS LAUROCERASUS 'SCHIPKAENSIS /
SCHIPKA LAUREL
THUJA OCCIDENTALIS 'WOODWARDII' /
WOOWARDII ARBORVITAE
EXISTING LAUREL HEDGE
GROUNOCOVERS:
FRAGRARIA CHILOENSIS /
BEACH STRAWBERRY
APPLEBLOSSOM FLOWER CARPET ROSE
NQ COMMON NAME
INDICATES REQUIRED PARKING LOT T~EE
INDICATES REQUIRED STREET FRONTAQE TREE
INDICATES REQUIRED FRONTAGE AND ~ARKING
LOT SHRUBS '
LANDSCAPE -BY OTHERS
DEVELOPER:
ARBY'S
641 RAINIER AVE. S"
RENTON, VIA 98057
RECOMMENDED WASHINGT9yl11
FOR APPROVAL REGISTEfJ,t.ji /~-) ENGINEER'
BY______ ___ LANDSCAPE",~.9)tfrTECl BARGHAUSEN CONSULTING ENGINEERS
___________ Oo\e_____ // // ./ 18215 nND AVENUE SOUTH I
1 GALLON
24" -30"
1 GALLON
4" POT
1 GALLON
wi-+--t-1-BY__________ _ __________ Da\e ______ -A-----;;RT:'~:/~EID~{ ~!~;i2~~-~~~;2
/0 ~ CERTIFI ATE \ci9?7D6
AS SHOWN 8
AS SHOWN 2
2
3" O.C, 22
2,5' O,C, 23
2' O,C, 47
3,5' O,C, 15
3' Q,G, 99
12" Q,C, AS REQ'D
24" Q,C, AS REQ'D
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN, BRANCHED AT 6'
STAKE & GUY ONE GROWING SEASON; NURSERY
GROWN, BRANCHED AT 6'
TO REMAIN, SAVE. AND PROTECT
MATCHED HEIGHT AND FORM
MATCHED HEIGHT AND FORM
TO REMAIN, SAVE. AND PROTECT
HOLD 16" FROM BORDERS, SHRUBS. AND TREES
HOLD 20" FROM BORDERS AND SHRUBS
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
PRELIMINARY LANDSCAPE PLAN
ARBY'S RENTON, WA
DESIGNED
DRAWN AMS FILE NO.
CHECKED AS SCALE _~~~~ ___ _ FIELD BOOK PAGE_ ~ C, 0 BY______ Date ,'lAUD ONLY WITH SIGNATURE) (425)251-8782 FAX ~~~~1-1-L-LJ-1-=Z~ ____________________________________________________________________________________________________________________________ ~========================~========~ __ ~E~X~PI~RE~S~:12~/~15~/1~2 ____ ~C~0~N~~~C~T:~D~A~N~B~A~LM~E~LL~I ____ ~--JL--__________________ -1~A:PF~R:OV:E~D==::~,,~CC~ffi~i~o~'~~~aLI~c'~H01~{KS~-=-=·=·_=~~S~fIE~R~L~-;1~o~F~2§.~--~.
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LANDSCAPE PLANTING NOTES AND MATERIALS
SCOPE OF WORK
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH
TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED
PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY
MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND
HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WOI'K. CONTRACTOR TO
BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JUrIISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY
DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND
FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION
SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED,
AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK
ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT
OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY
OWNER AT NO ADDITIONAL COST TO THE OWNER.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTI-I, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH.
REPAIR OF IRRIGATION SYSTEM:
DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH
CONDITIONS PRIOR TO THE DAMAGE .
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THE JOB BY OWNER.
90-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID
TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION
OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS
DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO.1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CO NT. " INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR 'Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY. WILL BE PERMITIED
UNLESS WRITIEN EVIDENCE IS SUBMITIED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITIED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REOUIRE
SUBMITIAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL.
SOIL PREPARATION:
TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE
AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED
BELOW Ar~E TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND
FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE
CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS
REQUIRED OR NOT REQUIRED BY THE SOILS REPORT.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO
REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT,
TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770
OR, EOUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE
ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE
COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH
WRITIEN RECOMMENDATIONS FOR SOIL AMENDMENT. FERTILIZER, CONDITIONERS, APPLICATION
RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH
AND PAID FOR BY THE CONTRACTOR.
A) TOPSOIL:
CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING
THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED
HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL
RESULlTNG FROM CONTAMINATED OFF SITE SOURCES.
B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC
TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY
VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR
EOUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUCHT ON SITE TO CONTAIN
AMENDMENTS AS LISTED IN "D".
C) NATIVE SURFACE SOIL INCLUDING STOCKPILED SURFACE SOIL, ON-SITE, MAY
MEET TOPSOIL PRODUCT STANDARDS AS NOTED ABOVE, PROVIDED THAT NECESSARY
AMENDMENTS NOTED BELOW, ARE ADDED AND EVENLY BLENDED TO SPECIFIED DEPTH.
0) NATIVE SURFACE SOIL/STOCKEDPILED SURFACE SOIL (AND TOPSOIL BROUGHT ON SITE),
TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY:
THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET:
1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM
ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAI';
PRODUCTS.
PRELIMINARY LANDSCAPE NOTES AND DETAILS
FOR
ARBY'S RENTON, WA
A PORTION OF SECTION 18, TOWNSHIP 23 N" RANGE 05 E" W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
2. 30-POUNDS NITROFORM (38-0-0)
3. 5-POUNDS AMMONIUM SULFATE
4. 40-POUNDS CALCIUM CARBONATE LIMESTONE
5. 40-POUNDS DOLOMITE LIMESTONE
6. 5-0UNES BORON (AS BORAX)
ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL.
E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS:
1. O.6-CUBIC YARDS PER VOLUME TOPSOIL
2. O.4-CUBIC YARDS ORGANIC COMPOST.
3. 3-POUNDS NITROFORM (38-0-0)
4. 1-POUNDS AMMONIUM SULFATE
5. 2-POUNDS CALCIUM CARBONATE LIMESTONE
6. 2-POUNDS DOLOMITE LIMESTONE
F) TOPSOIL PREPARATION AND INSTALLATION:
1. VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS,
EXCEPT AREAS NOTED ON PLANS. VERIFY SUBGRADES TO -4 INCHES BELOW FINISH
ELEVATION IN ALL SEED AREAS. THIS ACCOMMODATES TOPSOIL, AMeNDMENTS, AND
MULCH.
2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE f'RIOR TO SUB-GRADE
PREPARATION.
3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH
HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTlr'LE PASSES, 90
DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED
EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS.
4. REMOVE SOIL LUMPS. ROCK, VEGETATION AND/OR DEBRIS LARGER '1 HAN 2 INCHES
FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL.
5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT
LANDSCAPE AREAS.
6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE
PAVING WASTE. GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL 10 18 INCHES
BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT DOTTOM 12
INCHES TO MINIMIZE STRUCTURAL COMPACTION.
G) TOPSOIL PLACEMENT;
PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED 'iUB-GRADE AND
THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHE,; OF SUB-GRADE
FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES I.-IFT OR TOPSOIL
OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS
REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS I~IDICATED TO BE
MOUNTED.
BARK MULCH (TOPDRESSING):
ONE-HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK.
STAKES:
2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIF!E.
LAWN:
COMMERCIAL SEED AS NOTED ON PLAN.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI-DESICCANT:
"WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP
SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES
BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND
1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS.
FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN.
ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN
AND DErAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL
DRAWINGS IDENTIFY FINAL ELEVATIONS.
TREES:
ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL.
BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL
COMPACTION.
SHRUBS:
INSTALL SHRUBS AS SPECIFIED FOR TREES.
GROUNDCOVERS:
EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY
TO PROVIDE A 2-INCH COMPACTED DEPTH.
UTILITY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
PLANTING MAINTENANCE:
CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE
OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERINC, WEEDING,
CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES
OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN
ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE
INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40
PERCENT OR MORE OF CANOPY.
IRRIGATION MAINTENANCE:
THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER
DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE
REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE
NOTE:
OVER EXCAVATE PARKING LOT PLANTERS
TO LOOSEN COMPACTED SUBBASE
GRADING ~ PARKING LOT PLANTERS DETAIL
NOT TO SCALE
r---------2" MULCH LAYER
/
'--------1" MAX. TOP OF CURB
TO TOP OF MULCH
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NOT TO SCALE
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PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. ~
HOLD CROWN OF ROOTBALL AT OR ,lUST ABOVE FINISH / ~-'\l-~
GRADE. / / ,I \ I i\.\
PROTECT TRUNK AND LIMBS FROM INJURY. ff~ \ / f.
BACKFILL TO BE SETTLED USING WATER ONLY -I' \\ / I!'~\
NO MECHANICAL COMPACTION. I! )~\
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS ~! '\ r \
OF MATERIAL. I'!~ \ I !
(2) LODGEPOLE STAKES, PLUMB WlrH ELASTIC CHAIN-~lif--~ \ \:
LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT, II " REMOVE AFTER ONE GROWING SEASON V
'-,
II
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND "-
INSTALLATION REMOVE AT COMPLETION OF PLANTING ' .1:
LAWN PLANTING; PROVIDE 3'" "NO GRASS" TREE RING AND K~ "--..~!I
3" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK
8" TO 1 0" • '
FINISH GRADE ---"" ,""'= 'F·"~r'~;--r!~~f!l!lllL_+
PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN -.A~ ( \""~ ~
AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2
TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL
AND 2 TIMES BALL DIA.
REMOVE ALI WRAP, TIES, AND CONTAINERS
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED
MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"
TREE PLANTING/STAKING DETAIL
NOT TO SCALE
,---------2" MULCH LAYER
,-----___ FEATHER EXCESS
SOIL UNDER MULCH
1" MULCH AT CROWN
-1/2" ABOVE GRADE I
1" ABOVE GRADE 1 I
~i'
", c:f j)!7 c (I -" ""
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NOTE:
p< . 0 • ' •• ~~7NnN,.~ I \ <~<'=;::--:-~-
. -74 0~<'''':=-· .-.
REMOVE CONTAINER AND WORK
ROOTS FREE OF SOIL.
BACKFILL TO BE SETTLED USING WATER
SEE PLANT LIST FOR PLANT SPACING.
LESS THAN 1 GALLON CONTAINER
( PLANTED BEFORE MULCH)
.~
ONLY.
1 GALLON CONTAINER and LARGER
( PLANTED BEFORE MULCH)
GROUNDCOVER PLANTING DETAIL
NOT TO SCALE
HOLD PLANTS FROM -_______
EDGE OF PLANTER '----Q
AS NOTED ON PLANT LIST J"-.' ------SJ-: ~ '-i'rti~" ,,'" SPACING AS CALLED OUT 2; . __ __ . _ _ _ :~_ ON PLAN/PLANT LIST
\ \ i V
, \
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/ (" < CURB WALK ~ )
PLANT MATERIAL SPACING DETAIL
NOT TO SCALE
HOLD PLANTS FROM
_ ~EDGE OF PLANTER ~ / AS NOTED ON PLANT
NOTE:
LIST
THIS SPACING APPLIES TO
GROUNDCOVER AND FORMAL
SHRUB ROW PLACEMENT.
CITY OF RENTON
OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS.
CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES.
\ ~ ~ ) DEVELOPER:
~... ~ ~~~Y'~AINIER AVE s, .tl..GHAu S~ATE -;F RENTON, WA 98057 'li(V ·.......;L. tS'~
DEPARTMENT OF PUBLIC WORKS
RECOMMENDED
FOR APPROVAL
CHECKED FOR COMPLIANCE
TO CITY STANDARDS WASHINGTQfII to 1-' ~~ '1,.
REGISTEB-ED",;1 ENGINEEr<: e()~ • ,~ ',,"':
I BY ___ ---____________ Oole _____ LAN~~~?~r;rECT ~~~~~A~~~~ ~~~~~iT~NOGUT~NGINEERS ~t-~~ ~ DESIGNED AIAS,_
PRELIMINARY LANDSCAPE NOTES/DETAILS
ARBY'S RENTON, WA
DATE 8/19/11 FILE NO.
----BY ____ -__, -z,.,fu' Ae KENT, WA 98032 <5'''< V ~",. DRAWN AMS
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