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NW 1/4, SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
STOR-HOUSE SEL �'-'�TORA� E
PHASE 3
NO!, D PROPERTIES, INC.
GRADING NOTES RENTON, WASHINGTON
1. ALL WORK AND MA TERIALS SHALL BE IN ACCORDANCE WITH THE LA TEST EDITION OF THE "STANDARD SPECIFICA TIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONS TRUC TION" PREPARED BY W. S. D. 0. T. AND A. P. W. A. A S ADOP TED B Y THE Cl TY OF
RENTON DEPARTMENT OF PUBLIC WORKS. 1
2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE- CONSTRUCTION
CONFERENCE WITH THE CITY OF RENTON CONSTRUCTION INSPECTION PERSONNEL BY PHONING 425-430-7200.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS
4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY
DE VIA TION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPR/A TE PUBLIC
A GENCIES.
5. I T SHALL BE THE SOLE RESPONSIBIETY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELA TED
PERMITS PRIOR TO ANY CONSTRUCTION A C TI VI TY.
6. ALL LOCH TIONS OF EXISTING UTILITIES SHOWN HEREON HA VE 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 LOCATIONS
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 LOCATION SERVICE
(1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE
ENGINEER SHALL BE CONTACTED IMMEDIA TEL Y IF CONFLICTS EXIST
7. LOCATIONS OF ROADWAYS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED
L OCA TIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE
L OCA TIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
8. THE FACILITIES SHOWN ON THE APPROVED EROSION/SEDIMENTATION CONTROL PLANS SHALL BE CONSTRUCTED/
IMPLEMENTED PRIOR TO ANY EXTENSIVE GRADING OR LAND CLEARING IN ACCORDANCE WITH THAT PLAN, THESE FACILITIES
MUST BE SA TISFACTORIL Y MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING /S COMPLETED AND THE POTENTIAL FOR
ONSI 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 MAY REQUIRE ADDITIONAL ROCKERY OR OTHER SUITABLE SOIL STABILIZATION
SUCH THA T ALL GRADING OCCURS WI THIN THE PROJECT'S BOUNDARIES. THE CONTRACTOR SHALL VERIFY THE STA TUS OF
THE ADJOINING PROPERTY OWNER'S CONSENT BY CONTACTING THE DEVELOPER PRIOR TO PERFORMING WORK OUTSIDE OF
PROJECT BOUNDARIES.
10. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S ESTIMA TE OF APPROX/MA TE MINIMUM EARTHWORK AND
0 THER GRADING/SOIL CONS/DERA TIONS. THE CONTRA C TOR MA Y AL TER THE GRADES SHOWN TO BETTER ACHIEVE THESE
RESUL IS PROVIDED THA T ANY AL TERA TION IS SUBJECT TO THE PRIOR APPROVAL IN WRI TING BY THE ENGINEER, OWNER,
AND THE APPROPR/A TE CI TY OF RENTON DEPARTMENTS.
11. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2: 1 (HORIZ.• 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 RICH T- OF- WA Y WIL L REQUIRE A SEPA RA TE BUIL DING PERMI T
12. 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 AT OR BELOW THE BOTTOM OF THE LOWEST ROCK /N THE ROCKERY BACKFILL (SEE DETAIL). THIS
PIPE SHALL BE DIRECTLY CONNECTED TO THE UNDERGROUND STORM DRAINAGE SYSTEM WITH NON -PERFORATED, RIGID PVC
PIPE OR AS OTHERWISE SHOWN ON THE PLANS A SUFFICIENT NUMBER OF CLEANOUTS SHALL BE INSTALLED IN THIS
DRAIN TO INSURE ADEQUA TE ACCESS FOR MAINTENANCE.
13. WHERE BERM/NG, FILLING, OR OTHER GRADING OCCURS WITHIN THE DRIPLINE OF ANY TREE DENOTED ON THESE PLANS
TO BE SA VED, THE GRADING CONTRACTOR SHALL EXERCISE SPECIAL CARE TO ASSURE THA T THIS WORK DOES NOT RESUL T
IN THE DEMISE OF THE TREE. TECHNIQUES SUCH AS ROCKERIES, TREE PROTECTION FENCES, OR OTHER METHODS
RECOMMENDED BY THE LANDSCAPE ARCHITECT SHALL BE EMPL 0 YED.
74. ALL EARTHWORK UNDER PA V/NG TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO A T LEAST 95%' OF THE
MAXIMUM DRY DENSITY PER A.S. TM. D-1557- 78 (MODIFIED PROCTOR).
15. UNLESS OTHERWISE NOTED, ALL SPOT ELEVA TIONS SHOWN IN PA VED AREAS ARE TOP OF PA VING.
16. ALL PARKING, DRI VEWA Y AND LANDSCAPED AREAS SHALL HA VE A T LEAST A 1. 07. SL OPE TOWARD THE NEAREST
STORM DRAINAGE INTERCEPTION/CONVEYANCE SYSTEM. PLAN DETAILS OR FIELD MODIFICA TIONS SHALL NOT SUPERCEDE
THIS REQUIREMEN T.
17. EXTRUDED CEMENT CONCRETE CURBING, WHERE SPECIFIED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF
RENTON STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS.
18. ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA TION AND WHERE NO FURTHER WORK IS ANTIC/PA TED FOR A PERIOD
OF 30 DA YS OR MORE SHAL L BE IMMEDIA TEL Y S TA BIL IZED WI TH MUL CHING, GRA SS SEEDING OR 0 THER APPRO VED 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 MA Y PROCEED WHENEVER IT IS IN THE
INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER CITY OF RENTON-APPROVED
TREA TMENT 5IRA W MUL CH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD EVENL Y D IVER THE
SURFACE TO BE PROTECTED. NETTING MA Y 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.
19. MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLASTIC SHEETING OR SIMILAR APPROVED METHOD
UNTIL SUCH TIME AS THE VEGETA TI VE CO VER HAS BEEN ESTABLISHED SUFFICIENTL Y TO INHIBI T EROSION.
"0000"'*
DESIGN
1471 i N. E. 29th Place, #701
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
CORE Job No. 99127
20. ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY
OF RENTON STANDARDS. ALL CUTS INTO EXISTING ASPHAL T SHALL BE ALONG NEA T, CONTINUOUS, SAWED LINES. A
TEMPORAR Y COLD MIX PA TCH SHALL BE PLA CED IMMEDIA TEL Y AFTER BA CKFILL AND COMPACTION. THE EXISTING
SURFACING MUST BE REPL A CED IN KIND (OR 4 INCHES OF COMPA C TED CLASS "B- ASPHALT CONCRETE, WHICHEVER IS
GREA TER) W/ THIN 30 DA YS OF TEMPORARY PA TCH/NG. THE CONTRA CTOR SHALL CL OSEL Y FOLL OW REQUIREMENTS OF THE
RIGHT OF -WA Y PERMIT--SPECIFICALL Y, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS, AND NOTIF/CA TION OF
ROAD AL TERA TIONS TO THE POLICE AND/OR OTHER EMERGENCY SERVICES.
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 PROTECT PROPERTY IN CONNECTION W/TH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY WORK
WI THIN THE TRA OELED R/GH T--OF- WA Y THA T MA Y /N TERRUP T NORMAL TRAFFIC FL OW SHALL REQUIRE A T LEAST ONE
FLA GGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE W. S.D.O. T. STANDARD SPECIFICATIONS 1- 07.23 -
TRAFF/C CONTROL SHALL APPLY
22. THE CON TRA C TOR SHALL KEEP OFF -SITE STREETS CLEAN A T 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 APPROPRIATE UTILITY COMPANIES. REFER TO
THE PLANS FOR SPECIFICS.
24. 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 Cl TY OF REN TON DOES NO T A CCEP T AN Y OBLIGA TION FOR THE PROPER FUNCTION/NG AND MAINTENANCE OF THE
SYSTEM PROVIDED DURING CONSTRUCTION.
LEGAL DESCRIPTION
LOT 1 AND LOT 2, S TOR -HOUSE SELF STORAGE AND OFFICE SHORT PLA T ACCORDING TO THE SHORT PLA T THEREOF
RECORDED IN VOLUME 156 OF PLA M, PAGES 286 THROUGH 2868, UNDER RECORDING NO. 20021217900004, RECORDS
OF KING COUNTY, WASHINGTON.
0WNER/DEVELOPER
GILR0Y FA MIL Y, L. L. C.
1520 140 TH AVE. N.E. 1200
BELLEVUE, WASHINGTON 98005
PHONE (425) 747-1726, EXT 102
CONTACT • PA TRICK GILROY
C/V/L ENGINEER
CORE DESIGN, INC.
4205- 748 TH A IVE. N. E., SUITE 200
BELLEVUE, WA 98007
PHONE-- (425) 885- 7877
CONTACT- ROBERT H. STEVENS, P.E.
SHEET INDEX
CONTOUR INTERVAL
TWO FOOT CONTOUR /N TER VAL
VERT/CAL. DA TUM
CITY OF RENTON NA VD 88
BENCHMARK
BENCH MARKS PER Cl TY OF RENTON SUR VEY 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
INTERSECTION MONROE A VE. N. E. & N. E. 4 TH (M/4 COR. SECC,
16). ELEV. 341.39
REFERENCES
1. RECORD OF SUR VEY FOR STE- VE HARER B Y JOHN E. CRAMER
IN VOL. 127, PG. 98 RECC, NO. 9901269002.
CI.OI TITLE SHEET
C2.01 EROSION CONTROL PLAN
C3.01 GRADING
CONTROL DETAILS R� 342
C4.01 STORM DRA/NAGS PLAN
C4.21 STORM DRAINAGE PROFILES
C4.31 SITE DETAILS AND STORM DRAINAGE NOTES
C6.31 WATER DETA/LS AND NOTES
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1 1 COMMENT PER CITY REVIEW
NO. I REVISION
H H H
12/7/07
R H S
su"EYED:
SCALE:
AS NO TED
DESIGNED:
T.L. BURTON
DRAWN:
L.G. WIGHT
ONE INCH I
CHECKED:
R H STEVENS
AT FULL SCALE --II
IF Ni ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
R H STEVENS
VERTICAL NAVD 19M
HORIZONTAL- NAD 1983/1991
DATUM
S. LINE N. 1/2, N
ti 89*06'38" W
CIZ
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V/C/N/TYMAP
SCALE.- I" = 2, 600' N
FOUND 4"X4" CONC. MON. W/PUNCHED
BRASS DISC IN CASE
DN, C.L
CITY OF RENTON CONTROL POINT #1502
N 55,202.26 M
E 398,907.47 M
N 181,109.78 FT)
E 1,308,751.54 FT
CONTROL DIAGRAM
SCALE: I" = 200'
CITY OF
RENTON
Planning/Building/Public Works Dept.
zz
FOUND 3 1/2" BRASS DISC W/PUNCH
IN CONC. MON. SET FLUSH W'/
PAVEMENT STAMPED NATIONAL
GEODETIC SURVEY HORIZONTAL
CONTROL MARK HAFF-"99C
CITY OF RENTON CONTROL POINT
#1884
N 54,784.24 M
(E E 398,718.36 M
N 179,738.32 FT
1,308,393.57 FT
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
STOR-HOUSE SELF STORAGE
COVER SHEET
OCT. 2007
FIELD800K:
PAGE:
1 9
CJ 12 3423Di