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SPRINKLER RISER ROOM PER RENTON
STANDARD PLAN NO. 360.5
NO.
SCALE: 1" = 50'
0 25 50 100
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EX. INF/L TRAT/ON
DETENTION VAULT
USE THE EXISTING GA TE VAL VE TO ISOLA TE
THE WATER MAIN AD✓ACENT TO BUILDING E
DURING CONSTRUCTION
CUT AND TAP EXISTING SEWER STUBS
DURING DEMOLITION AND RECONNECT AT
THE TIME OF BUILDING COMPLETION
REMOVE EX. OIL/WATER
SEPERATOR AND CONNECT
W TO EX. SEWER STUB
0
PROVIDE 6" ROOF DRAIN TO
EX. CATCHBASINS (TYP)
ASPHAL T REPAIR PER C. O.R.
STD. PLAN H032-1 (TYP)
4 CONNECT TO EXISTING WA TER MAIN AND
PROVIDE NEW J14" DOMESTIC WATER
SERVICE (TO BE INSTALLED SY THE CITY)
PER C.O.R. STD. PLAN 320.1 WITH CAST
IRON METER BOX EQUAL TO OL YMPIC
FOUNDARY. A SEPARATE WATER PERMIT IS
REQUIRED.
STORM DRAIN INLET PROTECTION
PER C.O.R. STDD, PLAN 216.30 (TYP)
MARK EXISTING WA TER LINE TO
ENSURE PROTECTION DURING
CONSTRUCTION
EXISTING FIRE
HYRDRANT
I
REVISION
SITE STA TIS TICS
PARCEL NUMBER.•
SITE ADDRESS -
TOTAL SITE AREA:
DISTURBED AREA.
PROPOSED USE
EXISTING ZONING.-
CR/T/CAL AREAS.•
RIGHT -OF -WA Y DEDICATION.•
STRUCTURAL DESIGN CRITERIA:
SHEET INDEX
1623059062, 1623059142, 1623059143, 162JO59144
2829 NE 3R0 STREET
333, 529 SF. (7.66 AC)
16,854 S.F. (0.39 AC)
MINI WAREHOUSE
IL -INDUSTRIAL - LIGHT
NONE
NONE
SEE STRUCTURAL PLANS
C1. 01 T. E. S. C. & UTILITY PLAN
C1.02 STANDARD NOTES & DETAILS
C1.03 BOUNDARY & TOPOGRAPHIC SURVEY
L 1.01 LANDSCAPE PLAN
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GRAY WAY
VICINITYMAP
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SCALE: 1 " = 2, 600'
.z
330
320
310
Ex
0+50
24 HOUR EROSION CONTROL CONTACT
TBD
PERMIT NO C18000336
SURVEYED: RDW SCALE.
HORIZONTAL NAD 1983/1991
DESIGNED: OF✓ 1 » = 50
DRAWN: OF✓
ONE INCH DATU M
CHECKED: OF✓ AT FULL SCALE
IF NOT ONE INCH
BY DATE APPR APPROVED: LBH SCALE ACCORDINGLY
1+00
OWNER/APPLICANT
GILROY FAMIL Y LLC
1614 118TH A VENUE SE
SELLEVUE, WASHINGTON 98005
(425) 999-8250
CONTACT PATRICK GILROY
LEGEND
ENGINEER/SURVEY/
PLANNER
CORE DESIGN INC
14711 N.E. 29TH PLACE, SUITE 101
BELLEWf,, WASHINGTON 98007
(425) 885-7877
CONTACT SHERI MURA TA, P. E. - ENGINEER
ROBERT D. WEST, P.L. S. - SURVEYOR
LAFE B. HERMANSEN - PLANNER
@
STORM DRAIN INLET PROTECTION
®
WATER VAULT
®
TYPE 1 CATCH BASIN
♦
FIRE DEPT. CONNECTION
Q)
STORM DRAIN MANHOLE
WATER VALVE
G
SANITARY SEWER MANHOLE
Y
FIRE HYDRANT
O
TELEPHONE MANHOLE
IR
WATER METER
—W—
WATER
•
EXISTING 1/2" REBAR
W/YELLOW PLASTIC CAP
—G—
GAS
"LS 37555 PER SHORT
PLAT
—T—
TELEPHONE
O
FOUND CORNER MONUMENT
-SD-
STORM DRAIN
AS NOTED
—ss—
SANITARY SEWER
BASIS OF BEARING
REF 1
BENCHMARK
1. CITY OF RENTON CONTROL PT. 11884
3--112" BRASS DISK STAMPED 71AFF--1990" ON CONC. MONUMENT.
ELEV. 340.93
2. CITY OF RENTON CONTROL PT. 11502
4 " CONC. MONUMENT W 2" BRASS DISK & PUNCH A T INTERSECTION MONROE A VE. N. E. &
N.E. 4TH (N114 COR. SEC. 16)
ELEV. 341.39
LEGAL DESCRIPTION
LOTS 1, 2, 3, AND 4 OF CITY OF RENTON SHORT PLAT N0. LUA-02-065-5HPL, RECORDED UNDER
RECORDING NUMBER 20021217900004, BEING A PORTION OF THE NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON
REFERENCES
1. RECORD OF SURVEY FOR STEVE HARER BY ✓OHN E. CRAMER RECORDED IN VOL. 127, PG. 98 REC. NO..
9901269002.
3-20-16
CITY OF
RENTON
Planning/Building/Public Works Dept.
330
320
S-399601
310
WATER UTILITY
i Abdoul Gafour 04/17/2018
� W-399601
i.so s.00 R-399601
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
Justin Johnson 04/16/2018 rstraka 04/16/2018
WASTEWATER UTILITY REGIONAL FIRE AUTHORITY Dki
dchristen 04/16/2018OAPPROVEDcthomas 04/17/2018 "9
T.E.S.C. & UT/L/TYPLAN 1112118
THE STOR-HOUSE - PHASE /V PAGE: OOK:
PAGE:
G/LROYFAM/L YLLC
1614 118TH A VENUE SE
SELLEWf,, WA 98005
DRAWING NO:
C1.01
SHEET: 1 OF: 4
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EXISTING PLANTS:
TREES:
Acer circinatum - Vine Maple
Acer palmatum 'Bloodgood' - Bloodgood Japanese Maple
Acer p. 'Columnare' - Columnar Norway Maple
Gleditsia t. i. 'Skyline'- Skyline Honeylocust
Pinus nigra - Austrian Black Pine
Robinia pseudoacacia 'Fastigata' - Narrow Black Locust
Stewartia pseudocamellia - Japanese Stewartia
Quercus coccinea - Scarlet Oak
GROUNDCOVERS:
Arctostaphylos uva-ursi - Kinnikinnick
Vinca minor - Periwinkle
Perennials: Lavendula, Erica, Hermerocallis, Sedum, Carex,
Lithodora, Festuca
EXISTING LANDSCAPE PLAN
SCALE= 1:30
0 15 30 60 90
SCALE 1:30
659.84 N 01 °08'26" E
213.84
SHRUBS:
Abelia grandiflora 'Edward Goucher' - Abelia
Berberis thunbergii 'Rose Glow'- Japanese Barberry
Cornus alba 'Argenteomarginata' - Variegated Dogwood
Cistus hybridus - White Rockrose
Juniperus c. 'Kaizuka' - Hollywood Juniper
Mahonia aquifolium 'Compacta' - Dwf. Oregon Grape
Nandina domestica 'Moyer's Red'- Nandina
Pinus m. mugo - Mugo Pine
K93
REVISION
UNDISTURBED TYP.
Prunus laurocerasus 'Otto Luyken' - Otto Luyken Laurel
Prunus lusitanica - Portugal Laurel
Rhododendron 'PJM' - PJM Rhododendron
Rhododendron 'Cilpinense' - Rhododendron
Spiraea bumaldo 'Limemound' - Limemound Spiraea
Thuja occidentalis 'Emerald Green'- Arborvitae
Viburnum davidii - Davids Viburnum
Viburnum p. 'Tomentosum' - Doublefile Viburnum
SURVEYED:
RDW
DESIGNED:
HM
DRAWN:
HM
CHECKED:
HM
BY DATE APPR APPROVED:
PG
NEW STREET TREE:
CPrunus x hillieri 'Spire'- Spire Cherry
2" caliper
SCALE:
Three new street trees provided along street frontage
VERTICAL: NAVD 1988
1 "=30' HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LICENSE STAMP:
4
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
(SIGNATURE)
HOLLIS P. MOORE
CERTIFICATE 925
"m CITY OF
RENTON
Planning/Building/Public Works Dept.
REES
R-399604
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING � ~} �] CURRENT PLANNING � �
Justin Johnson 04/16/2018 amorganroth 04/20/2018
The Stor-House
2829 N 3rd Street
Renton, WA 98056-8839
Phone: 425-226-5015
renton@stor-house.com
'N'^
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DATE:
01-15-18
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SURVEYED:
RDW
DESIGNED: DF✓
DRAWN: DF✓
CHECKED: DF✓
BY DATE APPR APPROVED: LBH
VERTICAL DATUM
NAVD 88
BENCHMARK
1. CITY OF RENTON CONTROL PT. #1884
3-1/2" BRASS DISK STAMPED "HAFF-1990" ON CONC. MONUMENT.
ELEV. 340.93
2. CITY OF RENTON CONTROL PT. #1502
4" CONC. MONUMENT W 2" BRASS DISK & PUNCH AT INTERSECTION
MONROE AVE. N.E. & N.E. 4TH (N1/4 COR. SEC. 16).
ELEV. 341.39
BASIS OF BEARINGS
REF 1
REFERENCES
1. RECORD OF SURVEY FOR STEVE HARPER BY JOHN E CRAMER RECORDED IN VOLUME 127, OF
SURVEYS, PAGE 98, UNDER RECORDING NUMBER 9901269002
LEGAL DESCRIPTION
LOTS 1, 2, 3 AND 4, CITY OF RENTON SHORT PLAT NO. LUA-02-065-SHPL, RECORDED UNDER
RECORDING NUMBER 20021217900004, BEING A PORTION OF THE NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
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Justin Johnson 04/16/2018
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SCALE: DATE:
1 = 50 HORI ONTAL NAD� 983/1991 CITY 0 F 1112118
�� � BOUNDARY &TOPOGRAPHIC SURVEY
FIELDBOOK:
RENTON THE STOR-HOUSE - PHASE IV PAGE:
ONE INCH DATUM GILROY FAMILY LLC DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. 1614 118TH AVENUE SE C1.03
IF NOT ONE INCH
SCALE ACCORDINGLY BELLEVUE, WA 98005 SHEET. 3 OF: 4
I
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13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
NC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
RON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE
x
36" MIN COVER N C> cs
-UC-ILE
RON
NATERMAIN
.•;1 L
LO
z I IN UNIMPROVED RIGHT OF
? I
✓ WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
LONG COPPER TAILPIECE-,
Cr
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a I
TOUCHREAD WATER
METER TO BE
12„
SUPPLIED BY THE
z "ft
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CITY
>
TYPE "K" SOFT
o 0
COPPER TUBING
7F?7UNEOUSE
IS
3/4" OR 1"
THE FUTURE
GALVANIZED
INSTALL FORD C14-33 OR 44 RIFT
PLUG
x COMPRESSION COUPLING
L-LOOP DOWN -To CENTERLINE
CF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72_15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER� 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP "WITH BALL VALVIE.' fW SETTER FOR 1" METER:_ FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McOONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-0) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" 1`91000-4-0) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT,
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JOINTS MUSH 8E INSTALLED ON
BOTH SIDES OF METER BOX.
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L _ 2-1/2" MIN. FROM NEAREST
I - AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE tfiCJST 6 "1i'1 LEAST 1" FROM
JNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE'
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN,
ONE RIB,
i'BLIC' i�ti�ORf: 34" AND 1" WATER SERVICE STD. PLAN - 320.1
±s '
IEPARTMENT
5" MAX.
r
DRAINAGE GRATE TRIM
m GRATE FRAME
z
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SEDIMENT AND DEBRIS
a v
OVERFLOW BYPASS
v
v n
BELOW INLET GRATE DEVICE
a
FILTERED
WATER
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,e ,s
SECTION VIEW
DRAINAGE GRATE
RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.)
BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.)
ISOMETRIC VIEW
NOTES
1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service.
2. The BIGD shall have a built-in high -flow relief system (overflow bypass).
3. The retrieval system must allow removal of the BIGD without spilling the collected material.
4. Perform maintenance in accordance with Standard Specification 8-01.3(15).
ti'tY � PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30
DEPARTMENT
MARCH 2O08
MIN MIN MIN MIN MIN
2" CLAS
*2" TO 6" C
OR CI
I� 6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' �l' 2.5' 1' 1'
MIN MIN MIN MIN MIN
2" CLASS `B'
CRUSHED ROCK, FLOWAI�L_L_ I IL-1-
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR-05,
SP PAGE H032
DUST CONTROL
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
-ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ti Y p ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 02/O5
DWG. NAME: H032-1 SP PAGE: H032.1
WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT THAT WIND TRANSPORT /S
POSSIBLE, THE EXPOSED SOILS SHALL BE SPRAYED UNTIL WET, BUT RUNOFF SHALL NOT BE
GENERATED BY SPRA Y/NG.
DEWA TER/NG CONTROL
ANY RUNOFF GENERA TED BY DEWA TERING SHALL BE TREA TED BY DISCHARGE TO
SED/MENTA77ON FACILITY. If DEWA TERING OCCURS FROM AREAS WHERE THE WATER HAS COME
INTO CONTACT WITH NEW CONCRETE, THE pH OF THE WATER MUST BE MONITORED AND MUST
BE NEUTRAL/ZED PR/OR TO DISCHARGE. A DEWA TERING PLAN MUST BE SUBMITTED AND
APPROVED BY THE
CITY OF RENTON PR/OR TO D_WA TERING ACT/V/TIES.
GENERAL STOCKPILE NOTES
5TOCKP/LE AREAS TO BE COVERED WITH WSQUEEN PLASTIC (MIN/MUM 6 MIL.), WHEN NOT /N USE.
V/SQUEEN /S TO BE HELD /N PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15
FEET ALONG THE EDGE AND ACROSS THE P/LE. STOCKPILE HEIGHT NOT TO EXCEED 8 FEET.
EROSION CONTROL STANDARD NOTES
1. ALL WORK AND MATERIALS SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPEC/F/CA77ONS
AND APWA/WSDOT 2012 STANDARD SPEC/F/CA TONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.
A COPY OF THE CITY OF RENTON STANDARD SPEC/F/CATIONS AND DETAILS SHALL BE ON -SITE AT ALL TIMES.
2, ALL LOCATIONS OF EXIS77NG U77LI77ES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED
FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROX/MATE AND NOT NECESSARILY
COMPLETE. /T /S THE SOLE RESPONS181L/TY OF THE CONTRACTOR TO /NDEPENDENTL Y VERIFY THE ACCURACY
OF ALL U77L/TY LOCATIONS SHOMY AND TO FURTHER DISCOVER AND AVOID ANY OTHER U77L/TIES NOT SHOWN
HEREON WHICH MA Y BE AFFECTED BY THE /MPLEMENTA T/ON OF THIS PLAN. THE CONTRACTOR SHALL CONTACT
THE UNDERGROUND U77L/TIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PR/OR TO
CONSTRUCT/ON. THE OWNER OR HIS REPRESENTA TI VE AND THE ENGINEER SHALL BE CONTACTED /MMED/A TEL Y
IF A CONFLICT EXISTS.
3. THE CONTRACTOR SHALL COORD/NA TE WITH THE APPROPR/A TE UTILITY COMPANIES FOR CAPPING, ABANDONING,
AND/OR RELOCATING AFFECTED WATER, SAN/TARY SEWER, GAS, POWER, TELEPHONE, AND CABLE T. V. PR/OR
TO CONSTRUCTION ACTIVITIES.
4. A COPY OF THESE APPROVED PLANS AND CITY OF RENTON STANDARD SPECIFICA77ONS AND DETAILS MUST BE
ON THE JOB 517E WHENEVER CONSTRUCTION /S /N PROGRESS.
5. APPROVAL OF THIS PLAN /S FOR THE EROSION/SED/MENTA77ON CONTROL FAC/L/TIES ONLY. IT DOES NOT
CONSTITUTE AN APPROVAL OF THE STORM DRAINAGE DESIGN, NOR SIZE OR LOCATION OF PIPES,
RESTR/CTORS, CHANNELS OR DETENTION FACILITIES.
6. ALL GROUND COVER OUTS/DE CLEARING LIMITS SHALL REMAIN UNDISTURBED. SPEC/AL PROTECT/VE FENCING MAY
BE REQU/RED /N CERTAIN AREAS. PR/OR TO MASS CLEARING OF THE SITE, CLEAR/NG LIMITS AND INITIAL EROSION
CONTROL MEASURES SHALL BE INSPECTED BY THE CITY.
7. ALL REQU/RED EROS/ON/SED/MENTA77ON CONTROL FAC/L177E-5 MUST BE CONSTRUCTED AND /N OPERATION PR/OR
TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT
ENTER THE NATURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES. ALL EROS/ON/SED/MENTA77ON
CONTROL FACIL/TIES SHALL BE MAINTAINED /N A SATISFACTORY COND/T/ON UNTIL SUCH T/ME THAT CLEARING
AND/OR CONSTRUCTION /S COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD/T/ONS TO THE EROSION/SED/MENTA77ON CONTROL
FAC/L/TIES SHALL BE THE RESPONS191LITY OF THE PERM/TTEE, REFER TO THE CONSTRUCT/ON SEQUENCE,
FOR ADD177ONAZ DETAILS.
8. THE EROS/ON/SED/MENTA77ON CONTROL FAC/L177E-5 DEP/CTED ON THIS DRAWING ARE INTENDED TO BE
MIN/MUM REQU/REMENTS TO MEET AN77CIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL COND/77ONS DICTA TE, THE PERM/TTEE SHOULD ANTIC/PA TE THA T MORE
EROS/ON/SEDIMENTATION CONTROL FAC/L/TIES MAY BE NECESSARY TO INSURE COMPLETE S/L TA7ION CONTROL
ON THE SITE. DURING THE COURSE OF CONSTRUCTION, /T SHALL BE THE OBLIGATION AND RESPONS/B/L/TY
OF THE PERM/TTEE TO ADDRESS ANY NEW COND177ONS THAT MA Y BE CREATED BY HIS ACT/V/T/ES AND TO
PROVIDE ADD177ONAL FAC/L/T/ES, OVER AND ABOVE MIN/MUM REQU/REMENTS SHOWN, AS MAY BE NEEDED TO
PROTECT ADJACENT PROPERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE CITY
OF RENTON INSPECTOR MAY DETERM/NE THE NEED FOR AND EXTENT OF ANY ADD177ONAL FAC/L/TIES.
9. WHERE POSS/BLE, NA TURAL VEGETA 77ON SHALL BE MAINTAINED FOR S/L T CONTROL AND TO MINIMIZE
10. ALL EXPOSED SOIL SHALL BE STABILIZED BY SUITABLE APPLICATION OF BEST MANAGEMENT PRACTICES
(SUPS), INCLUDING BUT NOT LIMITED TO SOD OR OTHER VEGETATION, PLAS77C COVERING, MULCHING, OR
APPLICATION OF GRAVEL BASE ON AREAS TO BE PA1/ED. ALL BLIPS SHALL BE SELECTED, DES/GNED AND
MAINTAINED /N ACCORDANCE WITH THE APPROVED MANUAL. CONSTRUCTION AC7/V/7/ES MAY BE SUSPENDED
DURING THE RAIN SEASON (OCT 1 THROUGH APR. 30) FROM MA Y 1 THROUGH SEPTEMBER 30, NO
UNWORKED SOIL SHALL REMAIN EXPOSED FOR MORE THAN 7 DA KS. RA/NY SEASON WORK GU/DEL/NES MA Y
ALSO APPLY
11. ALL AREAS TO BE SEEDED SHALL BE CUL T/VATED TO THE SA 7SFACT/ON OF THE ENGINEER. THIS MA Y BE
ACCOMPL/SHED BY D/SC/NG, RAKING, HARROW/NG OR OTHER ACCEPTABLE MEANS. IMMED/ATEL Y FOLLOWING
FINISH GRADING, PERMANENT VEGETA T/ON (CONS/STING OF RAP/D, PERSISTENT AND LEGUME) SHALL BE
APPLIED AT A MIN/MUM RATE OF 120 POUNDS PER ACRE. THE SEED SHALL CONFORM TO THE STANDARDS
FOR "CER7/F/ED" GRADE SEED OR BETTER, AS OUTL/NED BY THE STATE OF WASHINGTON DEPARTMENT OF
AGRICULTURE 'RULES FOR SEED CERT/F/CA T/ON, " LA TEST EDITION. THE M/X SHALL CONFORM WITH CITY OF
RENTON STANDARDS AND SPEC/F/CA TONS.
12. A MIN/MUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROSION/
SED/MENTA PON CONTROL WHERE /T CAN BE EXPECTED THAT THE WATER DEPTH WILL EXCEED ONE FOOT.
13. IMPERVIOUS SURFACES (ROOFS, STREETS, DRIVEWAYS, ETC.) SHALL BE DIRECTED INTO THE COMPLETED
STORM DRAINAGE SYSTEM AS SOON AS POSS/BLE.
14. S/LTA7/ON CONTROL AREAS SHALL BE RETURNED TO ORIGINAL GROUND CONDITIONS OR BROUGHT TO FINISH
GRADE AT THE PRO✓ECT'S COMPLETION. ANY PERMANENT STORM DRAINAGE FACILITIES USED FOR EROSION/
SED/MENTA PON CONTROL SHALL BE CLEANED PR/OR TO PROJECT ACCEPTANCE. SEDIMENT SHALL NOT BE
FLUSHED DOWNSTREAM INTO EX/S17NG CLEAN STORM SYSTEM,
15. THE CONTRACTOR SHALL BE RESPONS/BLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,
AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY /N CONNECTION WITH THE PERFORMANCE OF
WORK COVERED BY THE CONTRACT. ANY WORK W/TH/N THE TRA 1/ELED RIGHT -OF -WA Y MI REQUIRE CITY OF
RENTON APPROVED TRAFFIC CONTROL PLAN.
16. ISSUANCE OF THIS BUILDING PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF HIS
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION
AND FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBL/GA TON FOR THE PROPER FUNCTIONING
AND MAINTENANCE OF THE SYSTEM PROVIDED.
ALL DETENTION AND OUTFALL WORK WILL BE COMPLETED AND FUNCTIONAL BEFORE ANY PA 10G.
18. SEDIMENT CONTROL FACIL/TIES SHALL BE INSPECTED WEEKL Y OR AFTER A RUNOFF -PRODUCING STORM EVENT
DURING THE DRY SEASON AND DAIL Y DURING THE WET SEASON. THE INSPECTION FREQUENCY FOR STAB/L/ZED,
INACTIVE S/TES SHALL BE DETERM/NED BY THE C/TY OF RENTON INSPECTOR BASED ON THE LEVEL OF SOIL
STABILITY AND POTENTIAL FOR ADVERSE ENVIRONMENTAL IMPACTS.
19. F/L TER FABR/C FENCE TO BE INSTALLED AS DIRECTED BY C/TY OF RENTON INSPECTION.
20. MAX/MUM OPEN TRENCH LENGTH SHALL BE 300'
3-20-16
21. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC77WTY OCCURS, A PRECONSTRUCT/ON MEETING
MUST BE HELD WITH THE C/TY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
22. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVAT/ON AS PRESCRIBED ON THE
PLAN(S) SHALL BE CLEARL Y FLAGGED /N THE FIELD AND OBSERVED DURING CONSTRUCTION.
23, DURING THE 7/ME PER/OD OF OCTOBER 1ST THROUGH APR/L 30TH, ALL PROJECT DISTRIBUTED SOIL
AREAS GREATER THAN 5, 000 SQUARE FEET THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN
12 HOURS, SHALL BE COVERED SY MULCH, SODDING OR PLASTIC COVER/NG.
24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK /S
ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE /MMED/ATEL Y
STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL
TREATMENT APPLICABLE TO THE TIME OF YEAR, GRASS SEEDING ALONE WILL BE ACCEPTABLE
ONL Y DURING THE MONTHS OF APR/L THROUGH SEPTEMBER, INCLUSIVE. SEEDING MA Y PROCEED,
HOWEVER, WHENEVER /T /S /N THE INTEREST OF THE PERM/TEE, BUT MUST BE AUGMENTED WITH
MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE
SPECIFIED TIME PERIOD.
25 FOR ALL EROSION/SEDIMENTATION CONTROL PONDS (WERE THE DEAD STORAGE
DEPTH EXCEEDS 6 INCHES, A FENCE /S REQUIRED WITH A MINIMUM HEIGHT OF
THREE (3) FEET, 3" I SIDE SLOPES.
26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8
INCHES OF 4 TO 6 INCH QUARRY STALLS SHALL BE LOCATED AT ALL POINTS
OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE.
STORMWA TER POL L UT/ON PREVENT/ON NOTES
1. NO LIQUIDS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL VENTS, DETERGENTS, PAINT,
PEST/C/DES, CONCRETE ADMIXTURES, FORM 0/LS, ETC. SHALL BE STORED ON SITE.
2. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOL/T/ON DEBRIS, THAT OCCUR
ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT
DOES NOT CAUSE CONTAMINATION OF STORMWA7ER.
3. ALL FUELING SHALL BE PROVIDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON
S/TE.
4. ALL VEHICLE MAINTENANCE AND REPAIRS SHALL BE DONE OFFS17F
5. CONCRETE WASTE SHALL BE HANDLED AS LISTED:
A. UNUSED CONCRETE REMAINING /N THE TRUCK AND PUMP SHALL BE RETURNED TO
OR/G/NA77NG BATCH PLANT FOR RECYCLING.
8 CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT
ZIM17FD TO,, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF
ONLY INTO FORMED AREAS AWA177NG /NSTALLA 77ON OF CONCRETE OR ASPHALT.
C. EQUIPMENT THA T CANNOT BE EAS/L Y MOVED, SUCH AS CONCRETE PA VERS, SHALL
ONL Y BE WASHED IN AREAS THA T DO NOT D/RECTL Y DRAIN TO NATURAL OR
CONSTRUCTED STORUWA TER CONVEYANCES.
D. WHEN NO FORMED AREAS ARE A VA/LABLE, CONCRETE WASTE SHALL BE DISCHARGED TO
A PAVED OR LINED SUMP. SEE THESE PLANS FOR LOCATION OF THE SUMP. WASTE
WATER WITHIN THE SUMP SHALL EITHER BE NEUTRAL/ZED PR/OR TO DISCHARGE TO THE
50/MENTA77ON FAC/L/TY OR DISPOSED OF /N A MANNER THAT DOES NOT VIOLATE
GROUNDWATER OR SURFACE WATER QUAL/TY STANDARDS.
6. SLURRY, CUTTINGS, AND PROCESS WATER FROM SAWCUT77NG AND SURFACING SHALL BE
DISCHARGED TO FORMED AREAS AWA177NG /NSTALLA77ON OF CONCRETE OR ASPHALT OR TO
PA VED OR LINED SUMP.
7. WHEEL WASH, OR T/RE BATH WASTEWATER, SHALL BE DISCARDED TO THE SED/MENTA TON
FAC/L/TY OR TO THE SAN/TARY SEWER.
8. APPL/CAT/ON OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PEST/C/DES, SHALL
BE CONDUCTED IN A MANNER AND AT APPL/CATION RATES THAT W/LL NOT RESUL T /N LOSS
OF CHEMICAL TO STORMWA TER RUNOFF. MANUFACTURERS' RECOMMEIIIDA TONS SHALL BE
FOLLOWED FOR APPL/CAT/ON RATES AND PROCEDURES.
9. THE CONTRACTOR SHALL DES/GNATS A PERSON AS THE RESPONS/BLE REPRESENTATIVE IN
CHARGE OF EROS/ON CONTROL AND MAINTENANCE OF ALL EROS/ON CONTROL AND
5TORMWATER POLLUTION PREVENTION FAC/L/TIES.
(✓EFF B/RD, (253) 844-4640)
R-399602
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Frstraka
URFACE WATER UTILITY
Justin Johnson 04/16/2018wi 04/16/2018 %4j
SURVEYED: RDW
SCALE:
1 " = 50'
HORIZONTAL NAD 1983/1991
DATUM
•
~ , CITY OF
RENTON
Plan nin Buildin Public Wks De t.
g g orp
STANDARD NOTES & DETAILS
THE STOR-HOUSE - PHASE IV
GILROYFAMIL YLLC
1614 118TH AVENUE SE
BELLEVUE, WA 98005
uAlt:
1112118
DESIGNED: DF✓
FIELDBOOK:
PAGE:
DRAWN: OF✓
ONE INCH
DRAWING NO:
C1, 02
CHECKED: DFJ
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED: LBH
SHEET: 2 OF: 4