HomeMy WebLinkAboutTED4003197.1NW 1/4, NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
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STOR-HOUS OFFICE AND SLLF STORAGE
PHASE 2
C 1 U F:Z C3"Y
GRADING NOTES F=;t EC:> NV 'IV
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1. ALL WORK AND MA TER/ALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T. AND A.P.WA. AS ADOPTED BY THE CITY OF
RENTON DEPARTMENT OF PUBLIC WORKS.
2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION
CONFERENCE WITH THE CITY OF RENTON CONS TRUC TION INSPECTION PERSONNEL BY PHONING 425-277- 5570.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S IN PROGRESS.
4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION
FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES.
5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS
PRIOR TO ANY CONSTRUCTION ACTIVITY.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM
A VAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROX/MA TE ONL Y AND NOT NECESSARIL Y COMPLETE.
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCH TIONS SHOWN AND TO FURTHER DISCOVER AND A VOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MA Y BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES
LOCH TION SERVICE (1-800-424-5555) A T LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS
REP,RESENTA T/VE AND THE ENGINEER SHALL BE CONTACTED IMMEDIA TEL Y IF CONFLICTS EXIST
7. LOCA TIONS OF ROADWA YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE. FOR DIMENSIONED
L OCA TIONS OF THESE IMPRO VEMEN IS, REFER TO THE ARCHI TEC TURAL S/TE PLAN. IMPRO VEMEN T AND STRUC TURF
LOCA TIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
8. THE FACILITIES SHOWN ON THE APPROVED EROS/ON/SEDIMENTATION CONTROL PLANS SHALL BE CONSTRUCTED/
IMPLEMENTED Ph'/OR TO ANY EXTENSIVE GRADING OR LAND CLEARING /N ACCORDANCE WITH THAT PLAN. THESE
FACILITIES MUST BE SA T/SFACTORIL Y MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE
POTENTIAL FOR ONS/TE EROSION HAS PASSED.
9. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY
OWNERS. FAILURE TO OBTAIN SUCH CONSENT MA Y REQUIRE ADDITIONAL ROCKERY OR OTHER SUITABLE SOIL
STABIL/ZA TION SUCH THA T ALL GRADING OCCURS WITHIN THE PROJECT'S BOUNDARIES. THE CONTRACTOR SHALL VERIFY
THE STA TUS OF THE ADJOIN/NG PROPER TY OWNER'S CONSENT B Y CON TA CTING THE DEVEL OPER PRIOR TO PERFORMING WORK
OUTSIDE OF PROJECT BOUNDARIES
0. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S ESTIMA TE OF APPROX/MA TE MIN/MUM EAR TH WORK AND 0 THER
GRADING/SOIL CONS/DERA TIONS THE CONTRACTOR MA Y AL TER THE GRADES SHOWN TO BETTER ACHIEVE THESE RESUL IS
PROVIDED THA T ANY AL TERA TION /S SUBJECT TO THE PR/OR APPROVAL IN WRITING BY THE ENGINEER, OWNER, AND
THE APPROPRIATE CITY OF RENTON DEPARTMENTS.
1. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2: 1 (HOR/Z.• VERT) WITHOUT STABILIZATION BY ROCKERY
(NOT TO EXCEED 8) OR BY RETAINING WALL, UNLESS SPECIFICALL Y AUTHORIZED BY A LICENSED SOILS ENGINEER AND
APPROVED BY CITY OF RENTON. ALL ROCKERIES OVER 4 FEET HIGH AND ALL RETAINING WALLS OUTSIDE OF CITY OF
REN TON RIGHT -OF- WA Y W/LL REQUIRE A SEPARA TE BUILDING PERMI T.
2. ALL ROCKERIES CONSTRUCTED ON THIS PROJECT SHALL CONFORM TO CITY OF RENTON STANDARD PLANS. A 4" MINIMUM
DIAMETER PERFORATED, RIGID PVC PIPE (OR EQUAL -- TO BE APPROVED BY THE ENGINEER) SHALL BE INSTALLED BEHIND
THE ROCKERY A T OR BELOW THE BOTTOM OF THE LOWEST ROCK /N THE ROCKERY BA CKF1L L (SEE DETAIL). THIS PIPE
SHALL BE DIRECTLY CONNECTED TO THE UNDERGROUND STORM DRAINAGE SYSTEM WITH NON-PERFORA TED, RIGID PVC PIPE
OR AS OTHERWISE SHOWN ON THE PLANS. A SUFFICIENT NUMBER OF CLEANOUTS SHALL BE INSTALLED /N THIS DRAIN
TO INSURE ADEQUA TE ACCESS FOR MAINTENANCE.
3 WHERE BERMING, FILLING, OR OTHER GRADING OCCURS WITHIN THE DRIPLINE OF ANY TREE DENOTED ON THESE PLANS
TO BE SA VED, THE GRADING CONTRA C TOR SHALL EXERCISE SPECIAL CARE TO ASSURE THAT THIS WORK DOES NOT RESULT
IN THE DEMISE OF THE TREE. TECHNIQUES SUCH AS ROCKERIES, TREE PRO TEC TION FENCES, OR OTHER METHODS
RECOMMENDED BY THE LANDSCAPE ARCHITECT SHALL BE EMPL 0 YED.
4. ALL EARTHWORK UNDER PA V/NG TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO A T LEAST 957 OF THE
MAX/MUM DR Y DENS/ TY PER A. S. T. M. D-1557- 78 (MODIFIED PROC TOR).
5. UNLESS OTHERWISE NOTED, ALL SPOT ELEVA TIONS SHOWN /N PA VED AREAS ARE TOP OF PA V/NG.
6. ALL PARKING, DRI VEWA Y AND LANDSCAPED AREAS SHALL HA VE A T LEAST A 1. Ox SLOPE TOWARD THE NEAREST STORM
DRAINAGE INTERCEPTION/CONVEYANCE SYSTEM. PLAN DETAILS OR FIELD MODIFICATIONS SHALL NOT SUPERCEDE THIS
REQU/REMEN T
7. EXTRUDED CEMENT CONCRETE CURBING, WHERE SPECIFIED, SHALL. BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
RENTON STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS.
8. ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA TION AND WHERE NO FURTHER WORK IS ANT/C1PA TED FOR A PERIOD OF
30 DAYS OR MORE SHALL BE IMMEDIA TEL Y STABILIZED WITH MULCHING, GRASS SEEDING OR OTHER APPROVED EROSION
CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE
ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED WHENEVER IT /S IN THE
INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER CITY OF
RENTON-APPROVED TREA TMENT. STRAW MULCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD EVENL Y
OVER THE SURFACE TO BE PRO TEC TED. NETTING MAY BE REQUIRED TO HOLD MULCH IN PLACE ON STEEP SLOPES.
GRASS SEEDING SHALL BE ACCOMPLISHED THROUGH THE USE OF A CITY OF RENTON-APPROVED HYDROSEEDER AND SEED
MIXTURE OR THROUGH PLACEMENT OF AN ACCEPTABLE SOD.
9. MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLASTIC SHEETING OR SIMILAR APPROVED METHOD
UNTIL SUCH TIME AS THE VEGETA T/VE COVER HAS BEEN ESTABLISHED SUFFICIENTL Y TO INHIBIT EROSION.
10. ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF
REN TON STANDARDS. ALL CUTS INTO EXISTING ASPHAL T SHALL BE ALONG NEA T, CONTINUOUS, SA WED LINES. A
TEMPORARY COLD MIX PA TCH SHALL BE PLACED IMMEDIA TEL Y AFTER BACKFILL AND COMPACTION THE EXISTING
SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS "B" ASPHAL T CONCRETE, WHICHEVER IS
GREA TER) W/THIN 30 DA YS OF TEMPORARY PA TCHING. THE CONTRACTOR SHALL CLOSEL Y FOLLOW REQUIREMENTS OF THE
RIGHT-OF-WAY PERMIT--SPECIFICALL Y, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS, AND NOT/F/CA 71ON
OF ROAD AL TERA TIONS TO THE POLICE AND/OR O THER EMERGENC Y SER VICES.
WAS r�L
DESIGN
51
1471 1 N.E. 29th Place, # 101 •, ,pF 3STER �a .•��
��'• SIS
Bellevue, Washington 98007 FSS/ONAL ENG\
425.885.7877 Fax 425.885.7963
TREs 12-04-04
CORE Job No. 99 7 27 70-7-04
21. THE CONTRACTOR SHALL BE RESPONSIBLE 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 PRO TEC T PROPER TY IN CONNECTION W/TH THE PERFORMANCE OF WORK CO VERED B Y THE CON IRA CT AN Y WORK
WITHIN THE IRA VELED RIGHT -OF -WA Y THA T MA Y INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A T LEAST ONE
FL GGER FOR EA CH LANE OF TRAFFIC AFFEC TED. ALL SEC TIONS OF THE W. S. D. 0. T. STANDARD SPECIFICA TIONS
1-07.23 - TRAFFIC CONTROL SHALL APPLY
22. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS
WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF RENTON APPROVAL.
23. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCATION OR REMOVAL OF EXISTING
UTILITY POLES, STREET LIGHTS, TRAFFIC SIGNALS, ETC. BY CONTACTING THE APPROPRIA TE UTILITY COMPANIES.
REFER TO THE PLANS FOR SPECIFICS.
24. ISSUANCE OF THIS BUILDING PERMIT BY CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THIS CONTINUING LEGAL
OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM AND SURFACE WATER DISPOSITION AND FURTHER, CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED.
LEGAL DESCRIPTION
LOT 3 AND LOT 4, STOR-HOUSE SELF STORAGE AND OFFICE SHORT PLAT, ACCORDING TO
THE SHOR T PLA T THEREOF RECORDED IN VOL UME 156 OF PLA IS, PA GES 286 THROUGH 2868,
UNDER RECORDING NO. 20021217900004, RECORDS OF KING COUNTY, WASHINGTON.
OWNER
GILRO Y L. L. C.
9633 N.E. 30 TH PLACE SUITE 100
BELLEVUE, WA 98004
PHONE.• (425) 747-1726
CONTACT- PA TRICK GILROY
DEVELOPER
LAND TRUST L.L.C.
1560 140TH AVE NE SUITE 100
BELLEVUE, WA 98004
PHONE: (425) 747-1726
CONTACT- PA TRICK GILROY
CIVIL ENGINEER
CORE DESIGN, INC.
4205-148 TH AVE. N. E., SUITE 200
BELLEVUE, WA 98007
PHONE: (425) 885- 7877
CON TACT• ROBERT H. STEVENS, P.E.
CONTOUR INTERVAL
TWO FOOT CONTOUR INTERVAL
VERTICAL DATUM
CI TY OF REN TON NA VD 88
BENCHMARK
BENCH MARKS PER CITY OF RENTON SURVEY ON NA VD 1988
DA TUM
PT #1884 3-%2" BRASS DISC STAMPED "HAFF--1990" ON
CONCRETE MONUMENT ELEV. 340.93
P T #1502 4 " CONC. MONUMEN T W 2" BRA SS DISC & PUNCH A T
1N TERSEC TION MONROE A VE, N. E. & N. E. 4 TH (M/4 COR. SEC. 16).
ELEV. 341.39
REFERENCES
1. RECORD OF SUR VE'' FOR STEEE HARER B Y JOHN E. CRAMER
IN VOL. 127, PG. 98 .REC. NO. 9901269002. N
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SHEET INDEX
C1. 01 TI TLE SHEET
C2.01 EROSION CONTROL PLAN
C2.31 EROSION CONTROL DETAILS
C4.01 GRADING & STORM DRAINAGE PLAN
C4.21 ROAD & STORM DRAINAGE PROFILES
C6.01 WA TER PLAN
C6.21 WA TER PROFILES
C6.31 WA TER DETAILS & NOTES
C7.01 COMPOSITE UTILITY PLAN
SURVEYED:
DESIGNED:
R H STEVENS
DRAWN:
J E HAYWOOD
CHECKED:
R H STEVENS
NO. REVISION BY DATE APPR APPROVED:
R H STEVENS
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VICINITYMAP
SCALE. 1 " = 2, 600' N FOUND 4"X4" CONC. VON. W/PUNCHED
BRASS DISC IN CASE
CN. 0.4
CITY OF RENTON CONTROL POINT #1502
N 55,202.26 M
E 398,907.47 M
N 161,109.78 FT
(E 1,308,751.54 FT
),
CORNER
35' WIDE GRADE
ADJUSTMENT
AREA
CORNER \
1/2, NW 1/4 SEC, 16-23-5
M, W 1326.13 -
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17�16
CONTROL DIAGRAM
SCALE.• 1 = 200'
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FOUND 3 1/2" BRASS DISC W/PUNCH
IN GONG. MON. SET FLUSH W/
PAVEMENT STAMPED NAPCNAL
GEODETIC SURVEY (HORIZONTAL
CONTROL MARK HAFF-1990
CITY OF RENTON CONTROL POINT
#1884
N 54,784.24 M
(E E 398,798.36 M
N 179,738.32 FT
1,308,393.57 FT
CHECKED FOR COMPLIANCE
TO CITY STANDARE S
Date r,
Date
Date
SCALE
AS NOFEO HORIZONTAL• NAD 1983/1991 STOR-HOUSE SELF STORAGE / /
CITY C� � �g 1 g o4
COVER SHEET FlELDBOOK:
N TON PAGE:
ONE INCH DATU V DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. C1.01
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF:
1 9
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