HomeMy WebLinkAboutEX_06_P_civil_plans_1-6-23VAN VAN WASHINGTON STATE ROUTE 167EXISTING
WETLAND
BOUNDARY
LUMBER
SALES
T
EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST43,322 SF
PROPOSED
BUILDING
PARCEL
BOUNDARY LINE
400 SF LUMBER
RACKS (TYP)
PARCEL BOUNDARY
LINE
S89° 45' 25"E
406.80'
S89° 39' 04"E
167.06'S1° 49' 52"W108.04'S89° 39' 04"E
452.25'S1° 49' 52"W658.54'S89° 45' 25"E
361.01'S1° 49' 52"W658.54'S89° 45' 25"E
321.19'S9° 28' 54"E628.23'EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
ROOF
OVERHANG
10' BUILDING
SETBACK
400 SF
LUMBER RACK
PROPOSED 15'
WATER EASEMENT
LEGEND
EXISTING PROPOSED
TAX PARCEL NUMBER:
PROJECT ADDRESS:
ZONING:
JURISDICTION:
PARCEL ACREAGE:
3023059099
2980 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
80,199 S.F.
LEGAL DESCRIPTION
PROJECT INFORMATION
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR
OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE
SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET
THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY
AND HEALTH ACT, CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY
VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE
EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF
UNDERGROUND UTILITIES.
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR
SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR
WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL
LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR
STANDARD.
UTILITY NOTE
FILL SPECIFICATION
TRENCH NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON
THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON
INFORMATION FURNISHED BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT
ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE
ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR
OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE
DRAWINGS AS A RESULT.
TOPOGRAPHIC NOTE
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
ARCHITECT:
SURVEYOR:
AHBL
2215 N 30TH ST
TACOMA, WA 98403
PHONE: 253.383.2422
CONTACT: DEAN ROBINSON, PLS
RONHOVDE ARCHITECTS LLC
14900 INTERURBAN AVE S, SUITE 138
TUKWILA, WA 98168
CONTACT: LES SEIFERT
PHONE: 206.859.5500
EMAIL: les@ronhovdearchitects.com
OWNER/APPLICANT:
COMPTON LUMBER CO
3847 1ST AVE S
SEATTLE WA 98134
GEOTECHNICAL ENGINEER:
TERRA ASSOCIATES, INC.
1220 113TH AVENUE NE, STE. 130
KIRKLAND, WA 98034
PHONE: 425.821.7777
CONTACT: TED SCHEPPER
EMAIL: TSCHEPPER@TERRA-ASSOCIATES.COM
3023059091
2990 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
18,042 S.F.
3023059098
2960 EAST VALLEY RD
RENTON, WA 98055
CA
CITY OF RENTON
88,299 S.F.
3023059096
2940 EAST VALLEY RD
RENTON, WA 98057
CA
CITY OF RENTON
68,220 S.F.
PER FIRST AMERICAN TITLE COMPANY
ORDER NO. NCS-827513-WA1 DATED DECEMBER 8, 2016
PARCEL A:
THE NORTH 200 FEET OF THAT PORTION OF THE NORTH HALF OF
THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE
HIGHWAY NO. 5 AS ESTABLISHED BY DEED
RECORDED UNDER RECORDING NO. 5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE
OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED
UNDER RECORDING NO. 1079782.
PARCEL B:
THE SOUTH 230 FEET OF THE NORTH 430 FEET OF THAT PORTION
OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING
WEST OF PRIMARY STATE HIGHWAY NO. 5 AS
ESTABLISHED BY DEED RECORDED UNDER RECORDING NO.
5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE
OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED
UNDER RECORDING NO. 1079782.
PARCEL C:
THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING
WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY
DEED RECORDED UNDER RECORDING
NO.5346369;
EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE
OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED
UNDER RECORDING NO. 1079782;
AND EXCEPT THE NORTH 430 FEET THEREOF;
AND EXCEPT THE EAST 167 FEET OF THE WEST 197 FEET OF THE
SOUTH 108 FEET OF SAID NORTH HALF OF THE SOUTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION.
PARCEL D:
THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108
FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH,
RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON.
P
T
W
W
FOUND MONUMENT AS NOTED
NAIL AND WASHER
SET REBAR AND CAP
FOUND PROPERTY CORNER
BOLLARD
MAIL BOX
SIGN AS NOTED
SOIL BORE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STORM CLEANOUT
STORM CATCH BASIN
STORM MANHOLE
GAS VALVE
UTILITY POWER POLE
JUNCTION BOX
POWER MANHOLE
POWER METER
LUMINAIRE
COMMUNICATIONS MANHOLE
TELEPHONE RISER
TELEPHONE VAULT
BLOW OFF VALVE
FIRE HYDRANT
HOSE BIB
IRRIGATION CONTROL VALVE
WATER METER
WATER MANHOLE
POST INDICATOR VALVE
WATER VALVE
WATER VAULT
U-UNKNOWN
DECIDUOUS TREE
POWER VAULT
HB
STORM LINE
SEWER LINE
WATER LINE
GAS LINE
ELECTRICAL LINE
COMMUNICATION LINE
OVERHEAD UTILITIES
FENCE
ASPHALT
CONCRETE
WETLAND
FIRE SERVICE LINE
ROOF DRAIN LINE
SW 27TH ST
E VALLEY RDSW 23RD ST
OAKESDALE AVE SWLIND AVE SWHIGHWAY 167515
515
TALBOT RD SS 23RD ST
S 31ST ST
SITE
N
VICINITY MAP
SCALE: 1" = 1/4 MILE (1320')
AHBL, INC.
2215 NORTH 30TH STREET - SUITE 300
TACOMA, WA 98403
PHONE: 253.383.2422
CONTACT: TODD SAWIN, P.E.
EMAIL: TSAWIN@AHBL.COM
CIVIL ENGINEER:
LANDSCAPE AREA
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SOUNDVIEW CONSULTANTS LLC
2907 HARBORVIEW DRIVE, SUITE D
GIG HARBOR, WA 98335
PHONE: 253.514.8952
CONTACT: JEREMY DOWNS
EMAIL: JEREMY@SOUNDVIEWCONSULTANTS.COM
WETLAND BIOLOGIST:
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
EXISTING PARCEL TO BE MAINTAINED
DURING CONSTRUCTION
C0.1
1
SITE PLAN COVER
SHEET
15' BUILDING
SETBACK
PARCEL NO.
3023059103
PARCEL NO.
3023059085
PARCEL NO.
3023059091
PARCEL NO.
3023059098
PARCEL NO.
3023059096
PARCEL NO.
3023059099
WETLAND
BUFFER
BOUNDARY
Sheet List Table
Sheet Number Sheet Title
C0.1 SITE PLAN COVER SHEET
C0.2 EXISTING CONDITIONS
C0.3 NOTES
C1.0 TESC
C1.1 TESC NOTES AND DETAILS
C2.0 HORIZONTAL CONTROL
C2.1 HORIZONTAL CONTROL NOTES AND DETAILS
C2.2 HORIZONTAL CONTROL NOTES AND DETAILS
C3.0 STORM DRAINAGE AND GRADING
C3.1 STORM DRAINAGE PROFILES
C3.2 STORM DRAINAGE PROFILES
C3.3 STORM DRAINAGE NOTES AND DETAILS
C3.4 STORM DRAINAGE NOTES AND DETAILS
C4.0 UTILITY SHEET
C4.1 UTILITY PROFILES
C4.2 UTILITY PROFILES
C4.3 UTILITY PROFILES
C4.4 UTILITY NOTES AND DETAILS
C4.5 UTILITY NOTES AND DETAILS
C4.6 UTILITY NOTES AND DETAILS
C5.0 FRONTAGE IMPROVMENTS
IL-01 ILLUMINATION PLAN
IL-02 ILLUMINATION DETAILS
IL-03 ILLUMINATION DETAILS
IL-04 PHOTOMETRIC CALCULATIONS
WL 1 WETLAND RESTORATION PLAN
WL 2 RESTORATION NOTES
WL 3 RESTORATION NOTES
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg
PROPOSED 8'
ACCESS
EASEMENT
IMPERVIOUS TO PERVIOUS
CONVERSION AREA
SURFACE AREA TABLE
IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA
EXISTING SITE 4.03 0.09 4.12
PROPOSED SITE 2.75 1.37 4.12
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS
OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) PUBLISHED
ELEVATION = 230.75. WSRN ELEVATION 230.78
VERTICAL DATUM
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS
USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET.
CHECKED CITY OF RENTON MONUMENT NUMBERS 230 AND 1160.
CITY OF RENTON #230 AHBL
N=170575.43 N=170575.74
E=1300542.75 E=1300542.98
CITY OF RENTON #1160 AHBL
N=170576.87 N=170577.18
E=1297883.44 E=1297883.69
BASIS OF BEARING
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
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CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
SITE ADDRESS
2940, 2960, 2980, AND 2990 EAST VALLEY ROAD
RENTON, WA 98057
PARCEL NO.
3023059103
PARCEL NO.
3023059085
PARCEL NO.
3023059091
PARCEL NO.
3023059098
PARCEL NO.
3023059096
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg
EXISTING CONDITIONS
C0.2
2
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg
NOTES
C0.3
3
1.PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS FOUND IN THE SUBMITTED
GEOTECHNICAL REPORT PREPARED BY TERRA ASSOCIATES, INC., DATED JANUARY 24, 2017.
2.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND
BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE SUBMITTED GEOTECHNICAL REPORT. THE
GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED
THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND
SPECIFICATIONS MEET THE INTENT OF THE REPORT.
3.PRIOR TO THE ISSUANCE OF A CONSTRUCTION OR BUILDING PERMIT FOR THE SITE THE APPLICANT
SHALL PROVIDE AN OPINION LETTER FROM EITHER THE VOLUNTARY CLEAN UP PROGRAM OF THE
WASHINGTON DEPARTMENT OF ECOLOGY (WDOE) OR FROM THE WASHINGTON STATE POLLUTION
LIABILITY INSURANCE AGENCY (PLIA) THAT STATES THAT THE SOIL CLEANUP AND PLANNED
GROUNDWATER MONITORING ARE LIKELY TO RECEIVE A NO FURTHER ACTION (NFA) OR THAT THE
PROJECT PROGRESS AND PROPOSED GROUNDWATER MONITORING IS IN PARTIAL SUFFICIENCY (PS)
OF THE CLEANUP AND IS IN SUBSTANTIVE COMPLIANCE WITH THE MODEL TOXIC CONTROL ACT.
4.PRIOR TO ANY OCCUPANCY OF THIS SITE AND PRIOR TO THE ISSUANCE OF A TEMPORARY OR FINAL
CERTIFICATE OF OCCUPANCY FOR THIS SITE, THE APPLICANT SHALL PROVIDE DOCUMENTATION FROM
THE DEPARTMENT OF ECOLOGY EVIDENCING THAT THE CLEANUP ON THE SITE HAS BEEN COMPLETED
(LESS ANY REQUIRED ONGOING MONITORING) TO BRING THE SITE IN COMPLIANCE WITH THE MODEL
TOXICS CONTROL ACT AND AND OTHER APPLICABLE CLEANUP LAW.
SEPA MITIGATION MEASURES
1.THE APPLICANT SHALL COMPLY WITH THE SEPA MITIGATION MEASURES AS ADOPTED IN THE
AMENDED DNS-M BY THE ENVIRONMENTAL REVIEW COMMITTEE FOR BMC RENTON (LUA17-000445) ON
FEBRUARY 6, 2018.
2.A LOT CONSOLIDATION APPLICATION SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL
AND THE APPROVED LOT CONSOLIDATION SHALL BE RECORDED PRIOR TO THE ISSUANCE OF ANY
CERTIFICATE OF OCCUPANCY.
3.A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT
APPLICATION. THE DETAILED LANDSCAPE PLAN SHALL INCLUDE BUT IS NOT LIMITED TO:
3.1.A 30-FOOT WIDE ONSITE LANDSCAPE STRIP COMPRISED OF A MIX OF TREES, SHRUBS, AND
GROUND COVER ALONG THE EAST VALLEY ROAD SIDE OF ANY OUTDOOR LUMBER
SALES/STORAGE AREAS;
3.2.ADDITIONAL LANDSCAPED ISLANDS WITHIN THE SURFACE PARKING LOT SO THAT NO PARKING
SPACE IS LOCATED FURTHER AN 50 FEET FROM A LANDSCAPED AREA; THE DETAILED LANDSCAPE
PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
4.A FINAL TREE REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION
APPLICATION TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR
TO CONSTRUCTION PERMIT ISSUANCE.
5.
6.THE PROPOSED SITE PLAN SHALL BE REVISED TO BRING THE NUMBER OF SURFACE PARKING STALL
INTO COMPLIANCE WITH THE PERMITTED RANGE OF 69-96 PARKING SPACES. A REVISED SITE PLAN
SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF
CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL.
7.THE COMBINED REFUSE AND RECYCLING DEPOSIT AREA SHALL BE INCREASED TO A MINIMUM AREA
OF 185 SQUARE FEET.
8.THE APPLICANT SHALL PROVIDE A DESIGN DETAIL WITH THE BUILDING PERMIT APPLICATION
DEMONSTRATING THAT THE SERVICE ELEMENT DOORS WOULD BE SELF-CLOSING.
9.THE PARKING LOT PEDESTRIAN PATHWAY SHALL BE COMPRISED OF A DIFFERENTIATED MATERIAL OR
TEXTURE FROM ABUTTING PAVING MATERIALS (I.E. STAMPED CONCRETE, OR PAVERS) AND SHOULD,
AT A MINIMUM, MATCH THE WIDTH OF THE ENTRY DOORS. THE PEDESTRIAN CONNECTION SHOULD BE
DETAILED ON A REVISED SITE PLAN TO BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT
REVIEW AND SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND
APPROVAL.
10.SITE FURNITURE LOCATIONS AND DETAILS DEMONSTRATING COMPLIANCE WITH THE DESIGN
STANDARDS SHALL BE PROVIDED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND
APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.
11.A MATERIALS BOARD SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER AT THE
TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL.
12.A LIGHTING PLAN AND LIGHTING DETAIL SHALL BE PROVIDED AT THE TIME OF BUILDING PERMIT
REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO
BUILDING PERMIT ISSUANCE.
13.THE REDUCED WETLAND BUFFER SHALL EXTEND TO THE EDGE OF THE ASPHALT PAVEMENT AND THE
ENTIRE WETLAND BUFFER AREA BE ENHANCED WITH NATIVE VEGETATION AND PROTECTED WITHIN A
NATIVE GROWTH PROTECTION EASEMENT. A FINAL WETLAND BUFFER ENHANCEMENT PLAN SHALL BE
SUBMITTED AT THE TIME OF BUILDING PERMIT AND/OR CONSTRUCTION PERMIT REVIEW FOR REVIEW
AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.
14.THE LOCATION OF BICYCLE PARKING AND A BICYCLE PARKING DETAIL SHALL BE PROVIDED AT THE
TIME OF BUILDING PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING
PROJECT MANAGER. BICYCLE PARKING SHALL MEET THE STANDARDS OUTLINED UNDER RMC
4-4-080F.11.
15.AN 8’ TRAIL EASEMENT SHALL BE RECORDED AND DEDICATED TO THE CITY ALONG THE NORTH
PROPERTY LINE FOR FUTURE TRAIL CONNECTIONS. A COPY OF THE EASEMENT SHALL BE SUBMITTED
FOR REVIEW AND APPROVAL BY THE COMMUNITY SERVICES DEPARTMENT AND THE CITY ATTORNEY
AT THE TIME OF BUILDING PERMIT REVIEW AND SHALL BE RECORDED PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT.
16.AN UPDATED FINAL TRAFFIC ANALYSIS SHALL BE PROVIDED AT THE TIME OF UTILITY CONSTRUCTION
PERMIT REVIEW FOR REVIEW AND APPROVAL BY THE CITY PLAN REVIEWER.
LAND USE CONDITIONS OF APPROVAL
SL
SL
SL
WR
WRWASHINGTON STATE ROUTE 167T
EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST(TYP)
(TYP)
19
19
(TYP)
(TYP)
(TYP)
(TYP)
19
1919
1
9
1919 1918
19
IP
CE
SF
SF
SP
SF
CL
SL
SL
SL
SF
SF
IP
1
1
1
1
1
1
2
22
2
2
2
2
2
3
3
3
4
4
4
5
5
5
6
6 5
8
8
9
9 6
10
5
7
7
7
7
9
11
11
11
11
11
11
7
7 7
11
12
12
12
13
13
7
CAUTION:
OVERHEAD POWER
CAUTION:
OVERHEAD POWER
PL
PL
2
SF
SF
14
ID
ID
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
KEY NOTES
REMOVE EXISTING STRUCTURE AND ANY ASSOCIATED RAMPS,
STAIRWAYS, AND/OR AWNING AS WELL AS ANY ASSOCIATED
FOUNDATIONS AND/OR APPURTENANCES. COORDINATE REMOVAL,
SALVAGE AND STORAGE WITH OWNER.
REMOVE EXISTING CATCH BASIN
REMOVE EXISTING STORM DRAINAGE PIPE
CAP AND ABANDON EXISTING STORM DRAINAGE PIPE IN PLACE.
REMOVE EXISTING ECOLOGY BLOCK
REMOVE EXISTING PROPANE TANK
REMOVE EXISTING SITE FEATURE/FURNISHING AND ANY
ASSOCIATED FOUNDATION AND/OR APPURTENANCES
PROTECT EXISTING FIRE HYDRANT TO REMAIN
REMOVE EXISTING OVER HEAD POWER. COORDINATE WITH
ELECTRICAL COMPANY
REMOVE EXISTING DEBRIS PILE
PROTECT EXISTING UTILITY TO REMAIN
REMOVE EXISTING SIDEWALK, CURB AND GUTTER
PROPOSED DRAINAGE SYSTEM
CONSTRUCT 35'W X 103'L SEDIMENT TRAP. TOP SURFACE AREA
MUST OF TRAP MUST BE GREATER THAN OR EQUAL TO 3,583 SF
1
2
3
4
5
6
7
8
9
10
11
12
13
14
CONSTRUCTION SEQUENCE
1.CLEARLY MARK THE CLEARING LIMITS BY FLAGGING AND/OR HIGH
VISIBILITY FENCE.
2.SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF
RENTON.
3.PROVIDE MISCELLANEOUS DEMOLITION AND CLEAR AND GRUB AREA
WITHIN CLEARING LIMITS REQUIRED FOR INSTALLATION OF TEMPORARY
EROSION CONTROL FACILITIES. ALL EROSION AND SEDIMENT CONTROL
FACILITIES SHOWN ON THE EROSION CONTROL PLAN SHALL BE
INSTALLED PRIOR TO OR AS A FIRST STAGE OF SITE PREPARATION.
4.THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AND
PROVIDE REPAIRS AS NEEDED PER THE PROJECT CSWPPP.
5.CLEAR AND GRUB THE REMAINDER OF THE SITE WITHIN CLEARING
LIMITS, AND ROUGH GRADE.
6.PROVIDE COVER MEASURES, AS REQUIRED, TO INCLUDE ARMORING,
MULCHING, AND HYDROSEEDING TO STABILIZE DENUDED AREAS AND
PREVENT THE TRANSPORT OF SEDIMENT-LADEN STORMWATER OFFSITE.
7.PROVIDE STORM SYSTEM AND MISCELLANEOUS UTILITIES AS SHOWN ON
THE PLANS. PROVIDE INLET PROTECTION ON ALL NEW CATCH BASINS.
8.FINE GRADE SITE AND PAVE. COORDINATE WITH CITY FOR REQUIRED
INSPECTIONS.
9.STABILIZE ALL REMAINING DISTURBED AREAS.
10.COORDINATE WITH CITY FOR FINAL INSPECTION.
11.REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES WHEN
AREA HAS BEEN PERMANENTLY STABILIZED WITH VEGETATION AND
REMOVAL IS APPROVED BY THE CITY.
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WETLAND RESTORATION
THE ONSITE WETLAND AND ASSOCIATED BUFFER SHALL BE RESTORED PER
THE DIRECTIONS OF SOUND VIEW CONSULTANT'S WETLAND AND FISH AND
WILDLIFE HABITAT ASSESSMENT AND RESTORATION PLAN WHICH CAN BE
FOUND IN APPENDIX B OF THE TECHNICAL INFORMATION REPORT. THE
RESTORATION ACTIONS FOR THE WETLAND AND BUFFER INCLUDE BUT MAY
NOT BE LIMITED TO THE FOLLOWING RECOMMENDATIONS.
·REMOVAL OF PAVED SURFACES AND TRASH AND DEBRIS WITHIN THE
WETLAND BUFFER;
·PRE-TREAT INVASIVE PLANTS WITH AN HERBICIDE APPROVED BY
WASHINGTON DEPARTMENT OF AGRICULTURE, THEN GRUB TO REMOVE THE
INVASIVE PLANTS, AND REPLANT ALL CLEARED AREAS WITH USING THE
NATIVE SPECIES OUTLINED IN TABLE 6-8 AND APPENDIX C OF THE WETLAND
REPORT. PRE-TREATMENT OF THE INVASIVE PLANTS SHOULD OCCUR A
MINIMUM OF TWO WEEKS PRIOR TO REMOVAL.
·REPLANT ALL AREAS WITH NATIVE TREES, SHRUBS, AND GROUNDCOVERS
LISTED IN SECTION 7.6.3, OR SUBSTITUTES APPROVED BY THE RESPONSIBLE
WETLAND SCIENTIST, TO HELP RETAIN SOILS, FILTER STORMWATER, AND
INCREASE BIODIVERSITY.
·AN APPROVED NATIVE SEED MIX WILL BE USED TO SEED THE DISTURBED
AREAS AFTER PLANTING.
·MAINTAIN AND CONTROL INVASIVE PLANTS ANNUALLY, AT A MINIMUM, OR
MORE FREQUENTLY IF NECESSARY. MAINTENANCE TO REDUCE THE GROWTH
AND SPREAD OF INVASIVE PLANTS IS NOT RESTRICTED TO CHEMICAL
APPLICATIONS BUT MAY INCLUDE HAND REMOVAL, IF WARRANTED.
·PROVIDE DRY-SEASON IRRIGATION AS NECESSARY TO ENSURE NATIVE PLANT
SURVIVAL.
·DIRECT EXTERIOR LIGHTS AWAY FROM THE WETLANDS WHEREVER POSSIBLE.
·PLACE ALL ACTIVITIES THAT GENERATE EXCESSIVE NOISE (E.G., GENERATORS
AND AIR CONDITIONING EQUIPMENT) AWAY FROM THE WETLANDS WHERE
FEASIBLE.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
1
C1.1
2
C1.1
3
C1.1
4
C1.1
DATE: November 4, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg
TESC
TESC LEGEND
RIGHT-OF-WAY / PROPERTY LINE
CLEARING / PROJECT LIMITS
CONSTRUCTION ENTRANCE
PROJECT LIMITS
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
REMOVE EXISTING FENCE
WETLAND RESTORATION AREA
STOCKPILE LOCATION
SILT FENCE
SAWCUT LINE
REMOVE EXISTING TREE
CB INLET PROTECTION
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
INTERCEPTOR DITCH
CL
CE
PL
WR
SP
SF
SL
IP
123
123
ID
C1.0
4
GRADE PER PLAN
2
11
2
MAXIMUM
0.5' MIN.1.0' MIN.WATER LEVEL
1 NOT TO SCALE
INTERCEPTOR DITCH
1
C1.0
5
C1.1
NOTE: THE CONTRACTOR SHALL
DETERMINE A CONCRETE WAHOUT
AREA ON SITE PER SPECAFICATIONS
IN SECTION D2.2.1 OF THE RSWDM
GENERAL EROSION CONTROL NOTES
1. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY
PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY SHALL
BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR.
2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK
WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE
APPLICANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES.
RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED.
3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED
PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION.
4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THIS
DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE
APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT
PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS.
5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING
ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED
CRITERIA, 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 ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER,
INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE
APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCH, NETTING, OR OTHER TREATMENT.
6. THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE
CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE
CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD.
7. THE CITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF ALL CLEARING AND GRADE
WORK AND EROSION EROSION AND SEDIMENTATION CONTROL FACILITIES.
8. THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY THE CITY FORTY-EIGHT HOURS IN ADVANCE OF
EACH REQUIRED EROSION AND SEDIMENTATION CONTROL INSPECTION.
INSPECTION NO.1 - INSTALLATION OF EROSION CONTROL FACILITIES/PRIOR TO CLEARING
INSPECTION NO.2 - COMPLETION OF CLEARING
INSPECTION NO.3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK.
INSPECTION NO.4 - COMPLETION OF PROJECT
INSPECTION NO.5 - AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR
SPECIFICATIONS. (DOES NOT REQUIRE ADVANCED NOTICE).
8. ALL WORK ASSOCIATED WITH THE STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH
DEPARTMENT OF ECOLOGY'S STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON 2014.
9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM
ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY.
Know what's below.
before you dig.Call
R
1.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL UTILITIES HAVE BEEN DISCONNECTED PRIOR TO COMMENCING DEMOLITION.
2.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING BUILDINGS,
PAVING, UTILITIES AND OTHER EXISTING SITE IMPROVEMENTS INCLUDING THEIR UNDERGROUND COMPONENTS AS INDICATED BY
THIS DRAWING AND AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE
CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION,
WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID.
3.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO
COMPLETE ALL THE WORK OF THIS PROJECT.
4.CONTRACTOR SHALL LEGALLY DISPOSE OF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS
INDICATED OTHERWISE.
5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY COORDINATE UTILITY DEMOLITION WITH NEW CONSTRUCTION.
CONTRACTOR SHALL ENSURE THAT ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH THE FIRE MARSHALL REQUIREMENTS IS
PROVIDED FOR THE NEW BUILDING.
6.COORDINATE POWER DEMOLITION WITH CITY OF RENTON PUBLIC UTILITIES AND ELECTRICAL PLANS. CONTRACTOR TO ENSURE THAT
DEMOLITION OF LINES WILL NOT COMPROMISE POWER TO OTHER AREAS.
7.POWER AND CABLE SERVING BUILDINGS TO REMAIN RUN THROUGH THIS SITE. CONTRACTOR SHALL INSTALL NEW SERVICES TO
BUILDINGS REMAINING PRIOR TO DEMOLISHING EXISTING LINES.
8.GAS DISCONNECTION BY PSE CONTRACTOR TO COORDINATE WORK WITH PSE. CONTRACTOR TO DEMOLISH ABANDONED SERVICE.
CONTRACTOR TO ENSURE THAT DEMOLITION OF GAS LINES WILL NOT IMPACT GAS SERVICE TO OTHER AREAS. NO DISRUPTION IN
SERVICE ALLOWED.
9.ANY ABANDONED SIDE SEWER(S) SHALL BE PLUGGED OR CAPPED AT THE RIGHT-OF-WAY OR PROPERTY LINE.
10.CONTRACTOR SHALL MINIMIZE DUST GENERATION ONSITE BY SPRINKLING THE SITE WITH WATER UNTIL SURFACE IS WET. SEE BMP
C140.
11.SAWCUT CONCRETE SIDEWALK AT THE NEAREST JOINT.
12.ALL MONUMENTS DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED PER WAC 332-120 AT NOT
ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL APPLY FOR PERMIT FROM THE DEPARTMENT OF NATURAL RESOURCES AS
NECESSARY.
DEMOLITION NOTES
8' MAX.
1
1
PROVIDE SAND BAGS 10'
O.C. TO HOLD PLASTIC
COVERING IN PLACE
STOCKPILE
AREA
EXISTING
GRADE
1
1
NOTES:
1.STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED
DEVICE.
2.SEDIMENT LEACHING FROM STOCKPILES SHALL BE PREVENTED DURING ALL
SEASONS.
1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND
SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
SECTION 9-14.5(3).
2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY
USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID
SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR
WEIGHTED DOWN FULL LENGTH. SEAMS SHALL HAVE AT LEAST A 12
INCH OVERLAP.
3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON
AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN
UNTIL VEGETATION IS FIRMLY ESTABLISHED.
4.WHEN COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN
PLACE UNTIL THE NEXT SEEDING PERIOD.
5.PLASTIC COVERING SHALL BE BURIED TWO FEET AT THE TOP OF
SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH
SHEETS.
6.PROPER MAINTENANCE OF COVERING INCLUDES, BUT IS NOT
NECESSARILY LIMITED TO, REGULAR CHECKS FOR AND REPAIRS OF
RIPS AND DISLODGED ENDS.
PLASTIC COVERING NOTES
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
1 NOT TO SCALE
INLET PROTECTION 2 NOT TO SCALE
CONSTRUCTION ENTRANCE 3 NOT TO SCALE
SILT FENCE
4 NOT TO SCALE
STOCKPILE
DATE: November 4, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg
TESC NOTES AND
DETAILS C1.1
5
5 NOT TO SCALE
SEDIMENT TRAP
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
VANVANWASHING
T
O
N
S
T
A
T
E
R
O
U
T
E
1
6
7
26'
26'
30'30'
10'
6.5'8'
18'
9'
26'
26'
60'
R4.5'
R4.5'
R44.1'
R4.5'
R15'R25'
R45'
R25'R45'
R4.5'
R15'
R5'
R65.7'
R15'
R5'
9'
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
VC
VC
VC
VC
VC ICICICICVCVCVCVC
VC
VC
VC
VC
VC
x
x
x
x
x
VC
1
1 1
1
2
2
11
3
(TYP)
5 (TYP)
6(TYP)
4
4
4
(TYP)
5(TYP)
VC VC
8
7 (TYP)
8 NCNCNC
VC
x x
x
x
35.7'
5'
5'
9 (TYP)
10
PROPOSED 8'
ACCESS EASEMENT
R25'
R25'
R45'
R50'
12
12
12
12
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15 NPARCEL NO.
3023059103
PARCEL NO.
3023059085
PARCEL NO.
3023059091
PARCEL NO.
3023059098
PARCEL NO.
3023059096
DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-SITE.dwg
HORIZONTAL CONTROL
PARCEL NO.
3023059099
SURFACING LEGEND
ASPHALT PAVEMENT (STANDARD)
ASPHALT PAVEMENT (HEAVY)
CEMENT CONCRETE SIDEWALK
CEMENT CONCRETE HEAVY
CHANGE CURB TYPE
CURB AND GUTTER
VERTICAL CURB (CEMENT
CONCRETE TRAFFIC CURB)
NO CURB
INTEGRAL CURB
SIGN AS NOTED
TYPE 1S TRAFFIC ARROW PER
WSDOT STD PLAN M-24.40-01
2' WIDE STOP LINE
FIRE LANE STRIPING (CONFIRM
EXTENTS WITH FIRE MARSHALL)
X
CG
VC
NC
NOTES
1.REFER TO LANDSCAPE PLANS FOR
ADDITIONAL HORIZONTAL CONTROL,
SITE FURNISHINGS, AND RELATED
DETAILS NOT SHOWN ON THIS PLAN.
2.REFER TO LANDSCAPE PLANS FOR
FENCE DETAILS.
3.REFER TO LANDSCAPE PLANS FOR
CONCRETE SCORING AND JOINTING.
4.ALL DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
KEY NOTES
NEW DRIVEWAY APPROACH PER COR STANDARD PLAN
104.2 AND 104.4. SEE SHEET C5.0.
CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT
STANDARD PLAN F-40.15-03
HEAVY DUTY CONCRETE PEDESTRIAN PATH W STAMPED
PATTERN. CONTRACTOR TO COORDINATE PATTEN WITH
OWNER.
DISABLED PARKING SPACE SIGNAGE
4" WIDE, 4 MIL THICK PAINTED WHITE STRIP
PROVIDE INTERNATIONAL SYMBOL OF ACCESS PAINTED
ON PAVING PER WSDOT STANDARD PLAN M-24.60-03
LUMBER RACK. SEE ARCHITECTURAL PLANS
FIRE APPARATUS TURNING MOVEMENTS
ELECTRICAL LIGHT BOLLARDS. SEE ELECTRICAL PLANS
FOR MORE INFORMATION.
BIKE RACKS. SEE LANDSCAPE PLANS FOR MORE
INFORMATION.
ADA CROSSWALK PAVEMENT MARKINGS
5' X 5' CONCRETE FIRE HYDRANT PAD
1
2
3
4
5
6
7
8
9
10
11
12
IC
1
C2.1
1
C2.1
5
C2.1
#
C2.1
3
C2.1
6
C2.1
5
PARKING REQUIREMENTS STALLS
GENERAL OFFICE = 10,000 SF 20
RETAIL/ WHOLESALE SALES (SHOWROOM) = 10,000 SF 25
WAREHOUSE= 30,000 SF 20
OUTDOOR SALES = 31515 SF 16
TOTAL 81
PARKING PROVIDED
TOTAL 96
1
C2.2
C2.0
6
2
C2.2
3
C2.2
4
C2.2
4
C2.2
FOR INFORMATION REGARDING WETLAND BUFFER
MITIGATION. SEE WETLAND RESTORATION PLANS
BY SOUNDVIEW CONSULTANTS.
5
C2.2
6
C2.2
2
C4.4
PROPOSED GRADE
AT FLOOR OF
PARKING SPACE
12"MIN.8"MIN.
3000 PSI CONCRETE
2" DIA GIP SCH 40 18"2.5'4"BOTTOM OF SIGN
5'1'-0"
R7-8a SIGN AT VAN
ACCESSIBLE STALL
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-SITE.dwg
HORIZONTAL CONTROL
NOTES AND DETAILS
1 NOT TO SCALE
CEMENT CONCRETE CURBS 2 NOT TO SCALE
CURB AND GUTTER RELPACEMENT 3 NOT TO SCALE
CEMENT CONCRETE DRIVEWAY
4 NOT TO SCALE
ASPHALT PATCHING 5 NOT TO SCALE
SIDEWALK 6 NOT TO SCALE
DISABLED PARKING SIGNAGE
C2.1
7
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-SITE.dwg
HORIZONTAL CONTROL
NOTES AND DETAILS
1 NOT TO SCALE
PERPENDICULAR CURB RAMP
C2.2
8
FIRE
8"
FACE OF CURB
20'
CL
E
A
R
A
R
E
A
TOP
A
N
D
3" STROKE WHITE LETTERS
50' M
A
X.
SPACI
N
G
RED
C
O
L
O
R
E
D
C
U
R
B
FAC
E
O
F
C
U
R
B NO PARKINGNO PARKING-FIRE LANE18"2 NOT TO SCALE
FIRE LANE STRIPING
NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
SEE SPECS.
2.CONCRETE PANELS SHALL BE 12' x 12'.
3.PROVIDE ISOLATION JOINTS AT 12'
INTERVALS AND PER WSDOT DETAIL
A-40.15-00.
4.A BROOMED FINISH IN THE TRANSVERSE
DIRECTION SHALL BE PROVIDED.
5.PREPARE SUBGRADE PER
GEOTECHNICAL RECOMMENDATIONS BY
LANDAU ASSOCIATES, INC.
6.CONSTRUCTION JOINTS PER DETAIL
6"
6"
CLASS 4000
CONCRETE
PAVEMENT
12" COMPACTED
SUBGRADE TO 95%
6x6 W2.9xW2.9
WELD WIRE AT
SLAB CENTER
CRUSHED SURFACING
BASE COURSE
PER WSDOT STANDARD
SPECIFICATION 9-03.9(3)
LANE LANE
1'
ROADWAY
LANE
NOTES:
1.TO THE MAXIMUM EXTENT POSSIBLE, CURB RAMP CENTERLINE
SHOULD BE PERPENDICULAR TO THE CROSSWALK CENTERLINE.
2.TO THE MAXIMUM EXTENT POSSIBLE, CROSSWALKS SHOULD BE
PERPENDICULAR TO THE CENTERLINE OF THE TRAVELED WAY.
STOP LINE
5' MAX
TYP.8'4' MIN.
1' MIN.
CROSSWALK LINE
EDGE OF PAVEMENT, OR
FACE OF CURB (WITHOUT
GUTTER), OR EDGE OF
GUTTER PAN (WHEN THERE
IS CURB AND GUTTER) (TYP.)
2' TYP.1'1'
3 NOT TO SCALE
CROSSWALK STRIPNG
4 NOT TO SCALE
HEAVY DUTY CONCRETE
4"
6"
1" R
TOOLED JOINT
2% SLOPE (1/4" DROP PER 1')
8"
COMPACTED SUBGRADE
12"
2"
PAVEMENT
SEE ARCHITECT PLANS FOR
CONSTRUCTION JOINT LAYOUT
NOTES
1.SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY.
2.EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT
15 FOOT INTERVALS AT DRIVEWAY RETURNS AND AROUND ALL UTILITY POLES, METER BOXES, ETC.
IN SIDEWALKS.
3.CONTRACTION JOINTS SHALL BE INSTALLED EVERY 5' UNLESS OTHERWISE SHOWN. REFER TO
LANDSCAPE ARCHITECT PLANS FOR JOINTING LAYOUT.
4.A BROOMED FINISH SHALL BE PROVIDED IN TRANSVERSE DIRECTION UNLESS OTHERWISE
INDICATED. REFER TO LANDSCAPE ARCHITECT PLANS.
CLASS 3000
CEMENT CONCRETE,
6" UNLESS
NOTED
OTHERWISE
4"
2"
STANDARD PAVEMENT
PROVIDE
HERBICIDE
TREATMENT
PROVIDE
HERBICIDE
TREATMENT
NOTE :
1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2.PREPARE SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS BY TERRA ASSOCIATES, INC.
3"
6"
HMA CLASS 1/2", PG 64-22 PER
WSDOT STANDARD SPECIFICATION
5-04
CRUSHED SURFACING BASE
COURSE PER WSDOT
STANDARD SPECIFICATION
9-03.9(3) (SEE NOTES)
COMPACTED
SUBGRADE TO 95%
CRUSHED SURFACING BASE
COURSE PER WSDOT
STANDARD SPECIFICATION
9-03.9(3) (SEE NOTES)
HMA CLASS 1/2", PG 64-22 PER
WSDOT STANDARD SPECIFICATION
5-04
COMPACTED
SUBGRADE TO 95%
HEAVY DUTY PAVEMENT
5 NOT TO SCALE
ASPHALT SECTIONS
6 NOT TO SCALE
INTEGRAL CURB AND SIDEWALK
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
VANVANWASHING
T
O
N
S
T
A
T
E
R
O
U
T
E
1
6
7
1
9
19
SDCB 05
SDCB 04
SDCB 09
SDCB 07
SDCB 10
SDCB 08
SDCB 06
50' DISPERSION TRENCH
SDCB 02
SDCB 01
SDCB 03
74 LF 8" ADS @ 0.50%
66 LF 8" ADS @ 0.50%
60 LF 8" CPEP @ 0.50%
66 LF 8" ADS @ 0.50%
25 LF 8" CPEP @ 0.50%
6 LF 8" CPEP @ 0.50%
71 LF 12" CPEP @ 0.50%
34 LF 12" CPEP @ 3.43%
62 LF 8" ADS @ 0.50%111 LF 8" ADS @ 0.50%1919
15 LF 12" CPEP @ 20.00%
58 LF 8" CPEP @ 0.50%
FG: 19.42
FG: 19.38
FG: 19.71
FG: 19.44
FG: 19.11
FG: 19.04
FG: 19.44
FG: 19.75
FG: 19.01
FG: 19.69
FG: 19.38
FG: 20.12
FG: 19.77
FG: 19.03
FG: 19.34
FG: 19.03
FG: 18.66
FG: 19.76
FG: 19.06
FG: 18.69
FG: 18.76
FG: 19.07
FG: 19.30
FG: 19.04
FG: 18.46
FG: 18.30
FG: 19.10
FG: 19.90 FG: 19.51
FG: 19.29
FG: 18.78
FG: 18.92
FG: 18.88
FG: 18.31 FG: 19.67
FG: 19.54
FG: 18.31
FG: 18.23
FG: 18.98
FG: 19.09
FG: 19.24
FG: 19.131.00%1.00%1.00%1.00%1.00%1.00%1.00%
1.00%
1.00%
1.00%
1.00%1.00%
1.00%
1.00%
1.00%
1.00%1.00%2.06%1.00%2.06%1.00%1.00%1.00%1.00%0.03%2.06%1.00%1.00%2.06%1.00%1.00%1.00%1.00%2.06%1.00%3.15%1.41%1.89%0.47%0.82%0.50%0.23%0.46%1.12%3.04%
1.00%
0.50%
FG: 19.69
FG: 19.69
FG: 19.18
FG: 19.89
FG: 19.69
FG: 19.38
FG: 19.79
FG: 19.91
FG: 20.21
FG: 20.00
FG: 19.75
FG: 19.70
FG: 19.62FG: 19.85
2
2
3
3
1
1
FG: 19.04
FF: 19.90
SDCO 01
A MAXIMUM OF 5,000 SQUARE
FEET OF ROOF DRAINAGE
AREA SHALL BE DIRECTED
TO THE 50' DISPERSION TRENCH.
FG: 18.25 FG: 18.27 FG: 18.17
FG: 18.13
FG: 19.86
FG: 19.69
FG: 18.87
CONNECT TO STMH 506
BPU-IB-412 OUTLET
191
9
191918
19
18
18
191919CONNECT TO STCB 514
SEE SHEET C3.1 FOR
NORTH BASIN PROFILE
SEE SHEET C3.2 FOR
SOUTH BASIN PROFILE
FG: 19.71
FG: 19.52
FG: 19.07
FG: 19.16
FG: 19.41
FG: 19.32
FG: 19.35
20
87 LF 8" ADS @ 0.50%71 LF 8" CPEP @ 0.50%
SDCB 12
SDCB 11
20 191919
CONNECT ROOF DRAINAGE
SYSTEM TO SDCB 03
9 LF 12" CPEP @ 0.50%
STORM STRUCTURE TABLE
STRUCTURE NAME
50' DISPERSION TRENCH
CB TYPE 1
STA: 0+57.70, 0.04 L
BPU-IB-412 INLET
5' X 13' BIOPOD
INLET CONNECTION
STA: 8+34.47, 0.00
BPU-IB-412 OUTLET
5' X 13' BIOPOD
OUTLET CONNECTION
STA: 8+29.47, 0.00 R
BPU-IB-612 INLET
EXISTING TYPE 1 CB
STA: 0+31.99, 0.09 R
BPU-IB-612 OUTLET
EXISTING TYPE 1 CB
STA: 0+24.99, 0.20 R
CONNECT TO STCB 514
EXISTING TYPE 1 CB
STA: 0+00, 0.00
CONNECT TO STMH 506
EXISTING TYPE 2 CB
STA: 7+00, 0.00
SDCB 01
CB TYPE 1
STA: 7+15.32, 0.00 R
SDCB 02
CB TYPE 1
STA: 7+48.90, 0.00 L
SDCB 03
CB TYPE 1
STA: 8+20.34, 0.09 R
SDCB 04
CB TYPE 1
STA: 8+96.33, 0.01 R
SDCB 05
CB TYPE 1
STA: 10+94.29, 0.01 R
SDCB 06
CB TYPE 1
STA: 0+38.05, 0.00 L
SDCB 07
CB TYPE 1
STA: 0+97.91, 0.04 R
SDCB 08
CB TYPE 1
STA: 0+97.92, 66.03 R
SDCB 09
CB TYPE 1
STA: 2+41.90, 0.01 L
SDCB 10
CB TYPE 1
STA: 3+07.90, 0.02 R
SDCB 11
W/ SOLID
LOCKING LID
STA: 1+68.41, 0.02 R
SDCB 12
W/ SOLID
LOCKING LID
STA: 9+83.56, 0.00 R
SDCO 01
ROOF DOWNSPOUT
CONNECTION
STA: 0+00, 0.00
STRUCTURE DETAILS
RIM = 19.45
IE = 16.79 (8" W)
RIM = 19.41
IE = 15.67 (8" E)
RIM = 14.25
IE = 13.51 (12" W)
RIM = 19.62
IE = 15.60 (8" E)
RIM = 19.24
IE = 13.44 (8" W)
RIM = 17.63
IE = 13.32 (8" E)
RIM = 10.44
IE = 8.89 (12" E)
RIM = 17.30
IE = 11.95 (12" E)
IE = 11.95 (12" W)
RIM = 17.51
IE = 13.10 (12" S)
IE = 13.10 (12" W)
RIM = 18.70
IE = 13.46 (12" E)
IE = 13.46 (12" N)
RIM = 18.00
IE = 15.98 (8" E)
IE = 15.98 (8" W)
RIM = 18.70
IE = 16.97 (8" W)
RIM = 19.13
IE = 15.63 (8" E)
IE = 15.63 (8" W)
RIM = 18.38
IE = 15.93 (8" E)
IE = 15.93 (8" W)
IE = 15.93 (8" S)
RIM = 18.73
IE = 16.26 (8" N)
RIM = 18.35
IE = 16.65 (8" S)
IE = 16.65 (8" W)
RIM = 18.70
IE = 16.98 (8" N)
RIM = 19.08
IE = 16.28 (8" E)
IE = 16.28 (8" W)
RIM = 19.22
IE = 16.42 (8" E)
IE = 16.42 (8" W)
RIM = 19.76
IE = 17.08 (8" E)
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15 NPARCEL NO.
3023059103
PARCEL NO.
3023059085
PARCEL NO.
3023059091
PARCEL NO.
3023059098
PARCEL NO.
3023059096
DATE: November 6, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg
STORM DRAINAGE AND
GRADING
PARCEL NO.
3023059099
KEYNOTES
MATCH EXISTING GRADE.
ADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT EXCEED
2.0% IN ANY DIRECTION.
ADA LEVEL LANDING. SLOPE SHALL NOT EXCEED 2.0% IN ANY
DIRECTION.
1
2
3
LEGEND
SLOPE
VALLEY
RIDGE
TYPE 1 CATCH BASIN
TYPE 2 CATCH BASIN
STORMWATER CLEANOUT
1.0%3:1OR
3
C3.3
4
C3.3
4
C3.4
2
C2.2
1
C3.4
1
C3.3
1
C3.4
ALL DISTURBED SOILS
SHALL BE RESTORED PER
COR STANDARD PLAN 264
2
C3.3
C3.0
9
2
C3.4
2
C3.4
8
C3.4
8
C3.4
EAST VALLEY ROAD1
6
7+00
8+009+00
10+00
10+95BP: 7+00.00PI: 7+15.28PI: 7+48.90PI: 8+20
.
3
7
EP: 10+95.25SDCB 04
SDCB 03
SDCB 05
SDCB 02
SDCB 01
CONNECT TO STMH 506
BPU-IB-412 OUTLET
BPU-IB-412 INLET
N85° 57' 45"E
15.28'
S88° 12' 47"E
33.62'S16° 14' 21"E71.47'S88° 10' 50"E
274.88'
BEGIN ALIGNMENT
N 169076.32
E 1297797.60
END ALIGNMENT
N 168999.00
E 1298141.1718SDCB 121919
19 1920195
10
15
20
5
10
15
20
17.877+5017.5118.048+0018.3118.948+5019.4618.679+0018.0518.409+5018.7519.1010+0019.1519.0310+5018.9118.79STA: 10+94.29, 0.01 R
IE: 16.97 8" (W)
RIM: 18.70
SDCB 05
CB TYPE 1
STA: 8+96.33, 0.01 R
IE: 15.98 8" (E)
IE: 15.98 8" (W)
RIM: 18.00
SDCB 04, CB TYPE 1
STA: 8+20.34, 0.09 R
IE: 13.46 12" (E)
IE: 13.46 12" (N)
RIM: 18.70
SDCB 03, CB TYPE 1
STA: 7+48.90, 0.00 L
IE: 13.10 12" (S)
IE: 13.10 12" (W)
RIM: 17.51
SDCB 02, CB TYPE 1
STA: 7+15.32, 0.00 R
IE: 11.95 12" (E)
IE: 11.95 12" (W)
RIM: 17.30
SDCB 01, CB TYPE 1
111 LF 8" ADS @ 0.50%
62 LF 8" ADS @ 0.50%
9 LF 12" CPEP @ 0.50%
71 LF 12" CPEP @ 0.50%
34 LF
1
2
"
C
P
E
P
@
3
.
4
3
%
15 LF 12" CPEP @ 20.00%
STA: 8+29.47, 0.00 R
IE: 13.51 12" (W)
BPU-IB-412 OUTLET, 5' X 13' BIOPOD
OUTLET CONNECTION
CONNECT TO STMH 506
STA 7+00, 0.00
IE: 8.89 12" (E)
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE EXISTING GRADE
OLDCASTLE
BIOPOD
1
C3.4
EXISTING 8"
SEWER MAIN
EXISTING 12"
WATER MAIN
APPROXIMATE
LOCATION OF
EXISTING GAS LINE
STA: 9+83.56, 0.00 R
IE: 16.42 8" (E)
IE: 16.42 8" (W)
RIM: 19.22
SDCB 12, W/ SOLID
LOCKING LID
87 LF 8" ADS @ 0.50%
BPU-IB-412 INLET, 5' X 13' BIOPOD
INLET CONNECTION
STA 8+34.47, 0.00
RIM: 19.41
IE: 15.67 8" (E)
Know what's below.
before you dig.Call
R
DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM-PROF.dwg
STORM DRAINAGE
PROFILES
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
NORTH BASIN PROFILE
SCALE: H:1"=20', V:1"=2'
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
BASIS OF BEARING
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
C3.1
10
EAST VALLEY ROADVAN VAN
1
D.9
E
0+00
1+00
2+00
3+003+09BP: 0+00.00PI: 0+38.06PI: 0+97.90PI: 2+41.90EP: 3+08.86
SDCB 06
SDCB 08
RIM: 18.73
STA: 0+97.92, 66.03 RT
IE: 16.26 8" (N)
SDCB 10
SDCB 07
SDCB 09
CONNECT TO STCB 514
BPU-IB-612 OUTLET
BPU-IB-612 INLET
S88° 10' 02"E
143.99'S1° 48' 01"W66.96'S70
°
1
2
'
2
3
"
E
59.8
4
'
S87° 17' 07"E
38.06'
BEGIN ALIGNMENT
N 168786.63
E 1297837.52
END ALIGNMENT
N 168693.06
E 1298073.66
BEGIN ALIGNMENT
191819
1
9
1
9 191
9
SDCB 11
10
15
20
10
15
20
19.240+5018.9818.671+0018.4018.651+5018.9019.022+0018.7718.522+5018.5219.033+0018.78STA: 0+38.05, 0.00 L
IE: 15.63 8" (E)
IE: 15.63 8" (W)
RIM: 19.13
SDCB 06, CB TYPE 1
25 LF 8" CPEP @ 0.50%
6 LF 8" CPEP @ 0.50%
60 LF 8" CPEP @ 0.50%
STA: 0+97.91, 0.04 R
IE: 15.93 8" (E)
IE: 15.93 8" (W)
IE: 15.93 8" (S)
RIM: 18.38
SDCB 07, CB TYPE 1
74 LF 8" ADS @ 0.50%
STA: 2+41.90, 0.01 L
IE: 16.65 8" (S)
IE: 16.65 8" (W)
RIM: 18.35
SDCB 09, CB TYPE 1
66 LF 8" ADS @ 0.50%
STA: 3+07.90, 0.02 R
IE: 16.98 8" (N)
RIM: 18.70
SDCB 10
CB TYPE 1
BPU-IB-612 OUTLET
STA 0+24.99, 0.20R
IE: 13.44 8" (W)
STA: 0+00, 0.00
IE: 13.32 8" (E)
RIM: 17.63
CONNECT TO STCB 514, EXISTING TYPE 1 CB
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
EXISTING GRADE
OLDCASTLE
BIOPOD
1
C3.4
PROPOSED 12"
WATER MAIN
71 LF 8" CPEP @ 0.50%
STA: 1+68.41, 0.02 R
IE: 16.28 8" (E)
IE: 16.28 8" (W)
RIM: 19.08
SDCB 11, W/ SOLID
LOCKING LID
BPU-IB-612 INLET
STA 0+31.99, 0.09R
RIM: 19.62
IE: 15.60 8" (E)
D.9
E
6
0+00
0+67BP: 0+00.00EP: 0+66.7350' DISPERSION TRENCH, CB TYPE 1
SDCO 01
S71°
2
4
'
5
7
"
E
66.7
3
'
BEGIN ALIGNMENT
N 168811.16
E 1298142.62
END ALIGNMENT
N 168789.89
E 1298205.87
10
15
20
10
15
20
19.610+5019.7558 LF 8" CPEP @ 0.50%58 LF 8" CPEP @ 0.50%58 LF 8" CPEP @ 0.50%58 LF 8" CPEP @ 0.50%
STA: 0+57.70, 0.04 L
IE: 16.79 8" (W)
RIM: 19.45
50' DISPERSION TRENCH
CB TYPE 1
STA: 0+00, 0.00
IE: 17.08 8" (E)
RIM: 19.76
SDCO 01, ROOF DOWNSPOUT
CONNECTION
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED GRADE
EXISTING GRADE
1
C3.3
5
C3.4
BOT EL : 16.29
PROPOSED 12"
WATER MAIN
Know what's below.
before you dig.Call
R
DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM-PROF.dwg
STORM DRAINAGE
PROFILES
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
SOUTH BASIN PROFILE
SCALE: H:1"=20', V:1"=2'ROOF DRAINAGE SYSTEM PROFILE
SCALE: H:1"=20', V:1"=2'
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
BASIS OF BEARING
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
C3.2
11
A MAXIMUM OF 5,000 SQUARE
FEET OF ROOF DRAINAGE
SHALL BE DIRECTED TO THE
DOWNSPOUT DISPERSION
TRENCH.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: November 6, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg
STORM DRAINAGE
NOTES AND DETAILS
1 NOT TO SCALE
50 FOOT DISPERSION TRENCH 2 NOT TO SCALE
SOIL AMENDMENT SECTIONS
3 NOT TO SCALE
CATCH BASIN TYPE 1 4 NOT TO SCALE
CATCH BASIN TYPE 2 5 NOT TO SCALE
CATCH BASIN INSTALLATION
1.THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO
PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS.
2.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM
BUILDINGS FOR ALL PAVED AND NON-PAVED AREAS, AND SHALL GRADE
ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER.
3.THE SPOT ELEVATIONS INDICATED ON THESE PLANS REPRESENTS THE
DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE.
4.VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6"
MIN BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE.
5.ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL
UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2%
SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL
NOT EXCEED 2%.
6.TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE.
7.UTILITY TRENCHING PER
8.PROVIDE FOOTING DRAINS FOR BUILDING FOUNDATION AS DIRECTED BY
GEOTECHNICAL ENGINEER. SEE DETAIL.
9.COORDINATION DOWNSPOUT CONNECTION LOCATIONS WITH
ARCHITECTURAL PLANS. PROVIDE DOWNSPOUT CONNECTIONS PER
10.PERIMETER ROOF DRAIN LINE SHALL HAVE CLEANOUTS AT BENDS.
GRADING NOTES
3
C3.4
6
C3.4
5
C3.4
4
C3.4
C3.3
12
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: November 6, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg
STORM DRAINAGE
NOTES AND DETAILS
1 NOT TO SCALE
OLDCASTLE BIOPOD BIOFILTER BPU-412
BUILDING WALL. REFER
TO ARCHITECTURAL
AND STRUCTURAL DRAWINGS.
0.5%
(MIN)
DOWNSPOUT OR RAIN LEADER.
REFER TO ARCHITECTURAL
DRAWINGS.
BUILDING FOUNDATION. REFER
TO STRUCTURAL DRAWINGS.
PROVIDE FITTINGS
AS REQUIRED
PVC CAP. CUT HOLE IN CAP
TO ALLOW DOWNSPOUT / RAIN LEADER
TO PENETRATE WITH 18" CLEARANCE
FINISHED GRADE
12"
(MIN)
2" (MIN)
4"±
LEGEND
SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL.
GRAVEL FOR SLOTTED DRAIN TUBE SURROUND; WSDOT STANDARD
SPECIFICATIONS, SECTION 9-03.12(2), "GRAVEL BACKFILL FOR DRAINS"
FOUNDATION STRUCTURE
DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH
PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A
POSITIVE GRADIENT CONNECTED TO CATCH BASIN. DO NOT USE
FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING
DOWNSPOUT DRAINS INTO FOOTING LINE.
GEOTEXTILE FABRIC, MIRAFI 140N OR EQUIVALENT, ON ALL SIDES.
4" MAX.
2" MIN.12" MIN.
12" MIN.
2" MIN.
SLOPE TO DRA
I
N
2.00% MIN.
4" MINIMUM
DIAMETER
3 NOT TO SCALE
TYPICAL TRENCH AND
BACKFILL 4 NOT TO SCALE
STORMWATER CLEANOUT
5 NOT TO SCALE
DOWNSPOUT CONNECTION
6 NOT TO SCALE
FOOTING DRAIN
C3.4
13
2 NOT TO SCALE
OLDCASTLE BIOPOD BIOFILTER BPU-612
8" SECTION OF PIPE ATTACHED BY
GASKETED BAND TO ALLOW REMOVAL
PIPE SUPPORTS
2' MIN
8" OUT TO BIOPOD 8" IN
8" ALUMINUM RISER,
OPEN ON BOTH ENDS
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRAIN
(ROD BENT AS REQUIRED FOR
VERTICAL ALIGNMENT WITH
COVER)
6" MIN
8 NOT TO SCALE
SPILL CONTROL TEE
7 NOT TO SCALE
CATCH BASIN TYPE 1 P
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
VANVANWASHING
T
O
N
S
T
A
T
E
R
O
U
T
E
1
6
7
BUILDING
MOUNTED PIV
12" WATER LOOP
CL52 DI
6" PVC SEWER
STUB @ 2% MIN
4" DI CL52 FIRE LINE. VERIFY SIZE WITH
SPRINKLER INSTALLER PRIOR TO
INSTALLATION. SEE MECHANICAL FOR
CONTINUATION.
1
1
2
2
11
3
4
5
78
6
109
3
PROPOSED LIGHTING. SEE LIGHTING
PLAN FOR MORE INFORMATION.
FDC
3
3
7
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15 N15.00' WATER
EASEMENT
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg
EXISTING 12" DI WATER (W-0304)
MAXIMUM FLOWRATE 5,000 GPM STATIC
PRESSURE AROUND 75 PSI AT EL:18
PARCEL NO.
3023059103
PARCEL NO.
3023059085
PARCEL NO.
3023059091
PARCEL NO.
3023059099
PARCEL NO.
3023059098
PARCEL NO.
3023059096
UTILITY SHEET
KEY NOTES
EXISTING FIRE HYDRANT
CONNECT TO WATER MAIN PER COR STANDARD PLAN
300.4
PROPOSED FIRE HYDRANT PER COR STANDARD PLAN
310.1
CONNECT TO EXISTING SEWER MAIN PER COR STANDARD
PLAN 406.1
CONNECT PROPOSED STRUCTURE TO SEWER STUB PER
COR STANDARD PLAN 406.2
CONSTRUCT FDC, PIV AND DDCVA PER COR STANDARD
PLAN 360.5
CONSTRUCT WATER METER PER COR STANDARD PLAN
320.1
INSTALL RPBA INSIDE ABOVE GROUND HEATED
ENCLOSURE PER COR STANDARD PLAN 350.2
EXISTING WATER METER TO BE USED FOR IRRIGATION.
METER SHALL CONFORM TO COR STANDARD PLAN 320.1.
PROVIDE IRRIGATION DCVA BEHIND METER PER COR
STANDARD PLAN 340.8
CUT AND CAP EXISTING WATER SERVICE. CONTRACTOR
TO APPLY FOR PERMIT BEFORE ANY WORK IS TO BE
DONE.
1
2
3
4
5
6
7
8
9
10
11
1
C4.4
2
C4.4
3
C4.5
4
C4.5
1
C4.5
3
C4.4
7
C4.4
3
C4.4
6
C4.4
2
C4.5
PROPOSED STORM
DRAINAGE SYSTEM
(TYP)
UTILITY CROSSINGS
1
2
3
4
5
6
1
2
3
4
5
6
PROP 12" STORM
IE: =11.15
EX 8" SEWER
CROWN=9.12
2.03'
PROP 12" STORM
IE: =13.02
EX. 12" WATER
CROWN=11.5
1.52'
PROP 6" SEWER
IE: =13.54
EX. 12" WATER
CROWN=11.5
2.04'
PROP 8" STORM
IE: =16.0
PROP 12" WATER
CROWN=14.0
2.0'
PROP 8" STORM
IE: =16.68
PROP 12" WATER
CROWN=14.0
2.68'
PROP 8" STORM
IE: =15.96
PROP 12" WATER
CROWN=14.0
1.96'
C4.0
14WTRP-27-4048W-408401
S-408401
NOTE: ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED RETAINER GLANDS
EQUAL TO MEGALUG SERIES 1100 IN ADDITION TO CONCRETE THRUST BLOCKS. ALL
MECHANICAL JOINT VALVES SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO
MEGALUG SERIES 1100.
7
PROP 8" STORM
IE: =15.77
PROP 12" WATER
CROWN=14.0
1.77'
VAN VAN
EAST VALLEY ROAD0+00
1+00
2+00 3+00BP: 0+00.00PI: 0+33.69PI: 0+39.50PI: 2+88.96P
I
:
3
+
4
1
.
4
2
BEGIN ALIGNMENT
N 168759.84
E 1297833.13
N45° 51' 57"E52.46'TEE #1
PROPOSED STORM
DRAINAGE SYSTEM
15.00' WATER
EASEMENT
BEND #3
BEND #2
BEND #1
TEE #2
S88° 03' 58"E
33.69'
S88° 10' 48"E
249.46'
S43° 00' 55"E
5.81'
BEND #4
5
10
15
20
5
10
15
20
18.740+5019.0818.881+0018.6318.881+5019.1319.292+0019.0418.792+5018.6518.91PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
STORM PIPE
PROPOSED
STORM PIPE
PROPOSED
GRADE
EXISTING
GRADE
12"
DI
P
C
L
5
2
L
=
3
4'
STA: 0+00, 0.00
IE: 10.50 12" (E)
TEE #1
CONNECT TO EXSITNG 12 IN
WATER MAIN (SOUTH)
1-12" X 12" CUT-IN TEE (FL)
3-12" GATE VALVES (FL X MJ)
1-12" SPOOL
1-12" SLEEVE (MJ)
THRUST BLOCKING
STA: 2+88.96, 0.00
IE: 13.00 12" (W)
IE: 13.00 12" (NE)
BEND #3
1-12" 45° BEND (MJ)
THRUST BLOCKING
STA: 0+33.69, 0.00
IE: 13.00 12" (W)
IE: 13.00 12" (SE)
BEND #1
1-12" 45° BEND (MJ)
THRUST BLOCKING
STA: 0+39.50, 0.00
IE: 13.00 12" (NW)
IE: 13.00 12" (E)
BEND #2
1-12" 45° BEND (MJ)
THRUST BLOCKING
STA: 1+30.22, 0.00 R
IE: 13.00 6" (S)
TEE #2
1-12" X 6" TEE (FL)
1-12" ADAPTER (FL X MJ)
1-12" GATE VALVE (FL X MJ)
1-6" GATE VALVE (FL X MJ)
1-FIRE HYDRANT ASSEMBLY
THRUST BLOCKING
12" DIP CL52 L=6'
12" DIP CL52 L=249'
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
2
C4.4
1
C4.4
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL-PROF.dwg
UTILITY PROFILES
WATER PROFILE STA: 0+00 TO 3+00
SCALE: H:1"=20', V:1"=2'
BASIS OF BEARING
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
C4.1
15
S
E
E
S
H
E
E
T
C
4
.
2WTRP-27-4048W-408401
1
C4.4
2
C4.4
3
+
0
0
4+00
5+00
PI: 2+88.96
PI: 3+41.42PI: 5+15.75P
I
:
5
+
5
6
.
3
9
N
4
5
°
5
1
'
5
7
"
E
5
2
.
4
6
'
N1° 47' 07"E
174.33'
N45° 39' 58"
W
40.65'TEE #3
HYDRANT 01
15.00' WATER
EASEMENT WATER EASEMENTBEND #3
BEND #4
BEND #5
BEND #6
10
15
20
10
15
20
19.193+5019.5019.664+0019.6619.554+5019.5219.525+0019.4619.51PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
STORM PIPE
STA: 5+15.75, 0.00
IE: 13.00 12" (S)
IE: 13.00 12" (NW)
BEND #5
1-12" 45° BEND (MJ)
THRUST BLOCKING
STA: 3+82.50, 0.00
IE: 13.00 12" (E)
TEE #3
1-12" X 6" TEE (FL)
1-12" ADAPTER (FL X MJ)
1-12" GATE VALVE (FL X MJ)
1-6" GATE VALVE (FL X MJ)
1-FIRE HYDRANT ASSEMBLY
THRUST BLOCKING
STA: 3+41.42, 0.00
IE: 13.00 12" (SW)
IE: 13.00 12" (N)
BEND #4
1-12" 45° BEND (MJ)
THRUST BLOCKING
12" DIP CL52 L=174'12" DIP CL52 L=41'12" DIP CL52 L=52'12" DIP CL52 L=52'
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
2
C4.4
5
10
15
20
5
10
15
20
18.340+5018.19PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
WATER MAIN
11 LF 6" PVC @ 45.00%
SSCO 01, SSCO
N: 168923.29
E: 1297868.95
RIM: 19.69
IE: 14.16 6" (W)
STA: 0+03.83, 0.00 R
IE: 8.21 6" (E)
RIM: 17.82
SEWER MAIN CONNECTION
CONNECT TO EXISTING
8" SEWER MAIN
SSCO 02, TEST TEE
N: 168923.42
E: 1297864.77
RIM: 19.22
IE: 14.08 6" (W)
IE: 14.08 6" (E)
3 LF 6" PVC @ 2.00%
4 LF 6" PVC @ 2.00%
APPROXIMATE
LOCATION OF
EXISTING GAS LINE
47 LF 6" PVC @ 2.00%
1-6" 45° BEND
STA: 0+14.65
ELEV: 13.08
SSCO 03, SSCO
N: 168923.51
E: 1297861.88
RIM: 18.80
IE: 14.02 6" (W)
IE: 14.02 6" (E)
0+00
0+69
BEGIN ALIGNMENT
N 168925.47
E 1297800.38
END ALIGNMENT
N 168923.29
E 1297868.95
SEWER MAIN CONNECTION
SSCO 01
FDC
STA: 7+81.47, 30.76 LT
1" DOMESTIC WATER METER
W/ RPBA IN HOT BOX
STA: 7+87.96, 24.00 LT
SSCO 02
SSCO 03
34.59'
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10N
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL-PROF.dwg
UTILITY PROFILES
N
WATER PROFILE STA: 3+00 TO 5+50
SCALE: H:1"=20', V:1"=2'
BASIS OF BEARING
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
SEWER PROFILE
SCALE: H:1"=20', V:1"=2'
C4.2
16
3
C4.5
4
C4.5
S
E
E
S
H
E
E
T
C
4
.
3SEE SHEET C4.1WTRP-27-4048W-408401
3
C4.5
4
C4.5
5
10
15
20
5
10
15
20
19.276+0019.2719.476+5019.5419.297+0018.9818.757+5018.7518.898+0019.2219.238+5018.25PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
STA: 7+86.50, 0.00 L
IE: 13.00 12" (SW)
CORP STOP
WATER SERVICE
CONNECTION
1-VALVE
1-1" WATER METER
1-RPBA IN HOT BOX STA: 8+65.97, 0.00 L
IE: 10.42 12" (E)
TEE #7
CONNECT TO EXISTING 12 IN
WATER MAIN (NORTH)1-12" X 12" CUT-IN TEE (FL)
3-12" GATE VALVES (FL X MJ)
1-12" SPOOL
1-12" SLEEVE (MJ)
THRUST BLOCKING
STA: 7+32.39, 0.00 L
IE: 13.00 12" (S)
TEE #5
1-12"X4" TEE (MJ X FL)
1-4" GATE VALVE (FL X MJ)
6 LF 4" DI CL52
1-4" DDCV ASSEMBLY
1-4" GATE VALVE (MJ X FL)
1- PIV ASSEMBLY
1-FDC
THRUST BLOCKING
STA: 8+18.76, 0.00 R
IE: 13.00 12" (SE)
IE: 13.00 12" (W)
BEND #8
1-12" 45° BEND
THRUST BLOCKING
STA: 5+56.39, 0.00
IE: 13.00 12" (SE)
IE: 13.00 12" (W)
BEND #6
1-12" 45° BEND (MJ)
THRUST BLOCKING
12
"
D
I
P
C
L
5
2
L
=
4
7
'
12
"
D
I
P
C
L
5
2
L
=
4
7
'
12
"
D
I
P
C
L
5
2
L
=
4
7
'
STA: 6+23.44, 0.00 R
IE: 13.00 6" (S)
TEE #4
1-12" X 6" TEE (FL)
1-12" ADAPTER (FL X MJ)
1-12" GATE VALVE (FL X MJ)
1-6" GATE VALVE (FL X MJ)
1-FIRE HYDRANT ASSEMBLY
THRUST BLOCKING
STA: 7+70.98, 0.00
IE: 13.00 12" (E)
IE: 13.00 12" (NW)
BEND #7
1-12" 45° BEND
THRUST BLOCKING
STA: 7+96.40, 0.00
IE: 13.00 12" (SW)
TEE #6
1-12" X 6" TEE (FL)
1-12" ADAPTER (FL X MJ)
1-12" GATE VALVE (FL X MJ)
1-6" GATE VALVE (FL X MJ)
1-FIRE HYDRANT ASSEMBLY
THRUST BLOCKING
12" DIP CL52 L=215'12" DIP CL52 L=48'
2
C4.4
1
C4.5
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
5
C4.4
3
C4.6
2
C4.4
3
C4.4
7
C4.4
STORM
CROSSING
6+00
7+00
8
+
0
0
8+69
PI: 5+15.75
PI: 5+56.39PI: 7+70.98PI: 8
+18.75EP: 8+69.09END ALIGNMENT
N 169031.01
E 1297842.19
N
4
5
°
3
9
'
5
8
"W
4
0
.
6
5
'
BEND #8
TEE #5
CORP STOP
STA: 7+86.50, 0.00 LT
TEE #7
PIV
STA: 7+32.40, 19.33 LT
FDC
STA: 7+81.47, 30.76 LT
1" DOMESTIC WATER METER
W/ RPBA IN HOT BOX
STA: 7+87.96, 24.00 LT
PROPOSED 15.00'
WATER EASEMENT
BEND #5
BEND #6
TEE #4
BEND #7
TEE #6
N88° 10' 34"W
50.34'
N39° 16' 57"W
47.77'
N88° 10' 48"W
214.59'
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10 NDATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL-PROF.dwg
UTILITY PROFILES
WATER PROFILE STA: 5+50 TO 8+47.19
SCALE: H:1"=20', V:1"=2'
BASIS OF BEARING
VERTICAL DATUM
NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED
GPS OBSERVATIONS USING WSRN AND GEOID 2012A.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
ELEV: 230.75
NAD 1983
WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
VERIFIED CITY OF RENTON 230
(CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC)
C4.3
17SEE SHEET C4.2WTRP-27-4048W-408401
1
C4.4
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg
UTILITY NOTES AND
DETAILS
1 NOT TO SCALE
TAPPING TEE CONNECTION 2 NOT TO SCALE
FIRE HYDRANT ASSEMBLY 3 NOT TO SCALE
WATER SERVICE CONNECTION
5 NOT TO SCALE
HORIZONTAL THRUST BLOCKING 6 NOT TO SCALE
IRRIGATION DDCVA 7 NOT TO SCALE
RPBA
C4.4
18WTRP-27-4048W-408401
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg
UTILITY NOTES AND
DETAILS
1 NOT TO SCALE
FDC AND DDCVA CONNECTION 2 NOT TO SCALE
SANITARY SEWER CLEANOUT 3 NOT TO SCALE
SIDE SEWER INSTALLATION 4 NOT TO SCALE
SIDE SEWER CONNECTION TO BLDG
5 NOT TO SCALE
PIPE BEDDING
C4.5
19WTRP-27-4048W-408401
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: November 12, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg
UTILITY NOTES AND
DETAILS C4.6
20
1 NOT TO SCALE
POLY PIG STATION 2 NOT TO SCALE
VALVE BOX MARKER AND NUT EXT.3 NOT TO SCALE
CONCRETE BLOCKING VERTICAL FITT.4 NOT TO SCALE
2 INCH AIR VACUUM RELEASEWTRP-27-4048W-408401
EAST VALLEY ROAD0+00 1+00 2+00 3+00 4+00BP: 0+00.00BC: 17.80
BC: 17.76
BC: 17.60
BC: 17.56
TC: 18.29
TC: 17.76
TC: 17.60
TC: 18.06
BEGIN ALIGNMENT
N 168603.25
E 1297814.58
STA:1+45.93, 18.34'RT
STA:1+51.93, 18.34'RT
STA:1+77.92, 18.35'RT
STA:1+83.92, 18.34'RT
BEGIN CURB AND GUTTER
MATCH EX.
TC: 18.66±
FG: 18.23FG: 18.51
FG: 18.21
FG: 18.30
FG: 18.37
FG: 18.41
FG: 18.46
FG: 18.71
BC: 18.19±
26'
STA:0+00.00, 18.35'RT
1
C5.0
CENTER OF DRIVEWAY
STA:1+64.95, 0.00'TEXISTING
CENTERLINE
SECTION LINE
EXISTING CURB
AND GUTTER
EXISTING TURN
LANE MARKINGS
STA:3+16.60, 18.48'LT
STA:3+26.60, 18.50'LT
MATCH EX.
TC: 17.70±
MATCH EX.
TC: 17.67±
BC: 17.53±
BC: 17.49±
ROW BOUNDARY (TYP)
N1° 49' 52"E
1975.13'
EXISTING
ROW 71'
10'
FG: 19.20 FG: 19.18FG: 19.39
FG: 19.51
FG: 19.44
FG: 19.42
FG: 19.34
FG: 19.10
FG: 19.10
FG: 18.59
FG: 18.60
FG: 19.33
FG: 19.35FG: 19.37
FG: 18.14
FG: 18.22
FG: 18.24
FG: 18.15
FG: 18.27
FG: 18.29
FG: 18.19
FG: 18.18
FG: 18.80FG: 18.69
FG: 19.46
FG: 19.25
19
19
18
1919
20
15
20
15
20
17.670+5017.9017.871+0017.7217.571+5017.4117.262+0017.1617.092+5017.0117.093+0017.1717.253+5017.3317.37GRADE BREAK STA: 0+00.00
ELEV: 17.831
GRADE BREAK STA: 0+29.47
ELEV: 17.643
GRADE BREAK STA: 0+56.85
ELEV: 17.983
GRADE BREAK STA: 1+84.03
ELEV: 17.205
GRADE BREAK STA: 2+51.27
ELEV: 17.010 GRADE BREAK STA: 3+36.44
ELEV: 17.283
GRADE BREAK STA: 3+67.59
ELEV: 17.393
EXISTING GRADE
@ CENTERLINE
PROPOSED GRADE
@ FLOWLINE
PROPOSED GRADE
@ FLOWLINE
EXISTING GRADE @
CENTERLINE
15
20
15
20
17.244+5017.1717.105+0017.1617.215+5017.1617.066+0017.0917.166+5017.24GRADE BREAK STA: 4+73.79
ELEV: 17.102
GRADE BREAK STA: 5+82.31
ELEV: 17.032
GRADE BREAK STA: 6+59.00
ELEV: 17.266
0.27%0.20%0.39%0.30%
EXISTING GRADE
@ CENTERLINE
PROPOSED GRADE
@ FLOWLINE
EAST VALLEY ROAD
4+00 5+00 6+00 7+00
BC: 17.62
BC: 17.61 BC: 17.54
BC: 17.52
BC: 17.50
BC: 17.51
BC: 17.57
BC: 17.58
BC: 17.45
BC: 17.47
BC: 17.56
BC: 17.58
TC: 18.07
TC: 17.56
TC: 17.47
TC: 17.95
TC: 18.07
TC: 17.57
TC: 17.51
TC: 17.99
TC: 18.11
TC: 17.61 TC: 17.54
TC: 18.01
FOUND CASE MONUMENT
N 169260.93
E 1297835.50
STA:4+14.92, 18.31'RT
STA:4+20.92, 18.31'RT STA:4+46.92, 18.31'RT
STA:4+52.92, 18.31'RT
STA:4+93.05, 18.34'RT
STA:4+98.04, 18.31'RT
STA:5+28.05, 18.35'RT
STA:5+33.05, 18.35'RT
STA:6+03.45, 18.33'RT
STA:6+08.45, 18.33'RT
STA:6+38.45, 18.36'RT
STA:6+43.45, 18.34'RT
END CURB AND GUTTER
MATCH EX.
TC: 18.11±
FG: 18.20
FG: 18.08
FG: 18.07
MATCH EX.
FG: 18.17±
MATCH EX.
FG: 18.13±FG: 18.17
FG: 18.19
FG: 18.19
FG: 18.18
MATCH EX.
FG: 18.27±
MATCH EX.
FG: 18.21±
FG: 18.12
FG: 18.11
FG: 18.13
FG: 18.14
FG: 18.23FG: 18.22
FG: 18.23
FG: 18.31
BC: 17.62±
30'30'26'
STA:6+59.00, 18.34'RT
1
C5.0
CENTER OF DRIVEWAY
STA:6+23.45, 0.00'T
CENTER OF DRIVEWAY
STA:4+33.92, 0.00'T
CENTER OF DRIVEWAY
STA:5+12.99, 0.00'TEXISTING
CENTERLINE
N1° 49' 52"E
1975.13'
EXISTING ROW 71'
10'
STA:4+68.74, 17.92'LT STA:4+78.74, 17.93'LT
MATCH EX.
FG: 17.28±
MATCH EX.
FG: ???±EXISTING TURN
LANE MARKINGS
EXISTING CURB
AND GUTTER
ROW BOUNDARY
(TYP)
1.5'
FG: 18.18
FG: 18.09
FG: 18.08
FG: 18.17
FG: 18.16
FG: 18.18
FG: 18.08FG: 18.09
FG: 18.25
FG: 18.16
FG: 18.15FG: 18.24
FG: 18.21
FG: 18.20
FG: 18.12
FG: 18.29
FG: 18.13
1818
19
18
19+75EP: 19+75.13END ALIGNMENT
N 170577.38
E 1297877.70
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4084COMPTON LUMBER RENTON
R-408401
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
DATE: October 31, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-ROW.dwg
FRONTAGE
IMPROVMENTS
GRAPHIC SCALE
0 20 40
1" = 20 FEET
10 N2%±
1.5%
6'
SIDEWALK
1.5' CURB AND GUTTER
2' ±
0.5'
8'±
SAWCUT LINE
EXISTING GRADE
MATCH
EXISTING
EXISTING PROPERTY LINE
1.5% ±
3.6' ±
EXISTING CENTER LINE
15' ±
2
C2.1
5
C2.1
FLOW LINE = BC =
BOTTOM OF CURB
1 NOT TO SCALE
EAST VALLEY CROSS SECTION
3
C2.1
3
C2.13
C2.1
3
C2.1
EAST VALLEY ROAD PROFILE
SCALE: H:1"=20', V:1"=2'
EAST VALLEY ROAD PROFILE
SCALE: H:1"=20', V:1"=2'
C5.0
21SEE SHEET BELOWSEE SHEET ABOVECLEARANCE FOR
EXISTING HYDRANT PER
2
C4.4
NOTE:
FOR PROPOSED LIGHTING SEE
LIGHTING PLAN
R-408414