HomeMy WebLinkAboutP_civil_plans_3-15-1910' BUILDING
SETBACK
EXISTING
WETLAND
BOUNDARY
COVERED
LUMBER
SALES
NEW DRIVEWAY APPROACH
NEW DRIVEWAY
APPROACH
T
EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST56.25' WETLAND
BUFFER
PROPOSED
BUILDING
26'
26'
26'
18'26'
R25'
R25'
9'
7'(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
9'(TYP)
(TYP)
PARCEL
BOUNDARY LINE
LUMBER
RACKS
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'MATCH
EXISTING
MATCH
EXISTING
10'
BUILDING
SETBACK
15'
BUILDING
SETBACK
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
EXISTING BUILDING
TO BE REMOVED
R4.5'
PEDESTRIAN
WALKING PATH
ROOF
OVERHANG
8'
10'
3'
8'
6'
MATCH
EXISTING
NEW DRIVEWAY
APPROACH
NEW DRIVEWAY
APPROACH
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
BASIS OF BEARING
VERTICAL DATUM
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.
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)
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
Know what's below.
before you dig.Call
R
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 STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
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
PARKING REQUIREMENTS STALLS
GENERAL OFFICE = 10,000 SF 20
RETAIL/ WHOLESALE SALES (SHOWROOM) = 10,000 SF 25
WAREHOUSE= 30,000 SF 20
OUTDORR SALES = 31515 SF 16
TOTAL 81
PARKING PROVIDED
TOTAL 99
C0.1
1
SITE PLAN COVER
SHEET
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
Know what's below.
before you dig.Call
R
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
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
PACEL NO.
3023059103
PACEL NO.
3023059085
PACEL NO.
3023059091
PACEL NO.
3023059098
PACEL NO.
3023059096
DATE: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-COVER.dwg
C0.2
2
EXISTING CONDITIONS
IP
IP
IP
CE
SF
SF
IP
2
3
3
1
SL
SL
CL
CL
2
2
SL
WR
WR
WR SP
4
5
5 WASHINGTON STATE ROUTE 167T
EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST(TYP)
(TYP)
(TYP)
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
LEGEND:
INLET PROTECTION
REMOVE EXISTING UTILITY
CONSTRUCTION ENTRANCE
CLEARING/PROJECT LIMITS
SAWCUT LINE
SILT FENCE
WR WETLAND RESTORATION
SP STOCKPILE LOCATION
IP
CE
CL
SL
SF
KEY NOTES
PRESERVE EXISTING UTILITY TO REMAIN.
REMOVE EXISTING CATCH BASIN. CAP AND ABANDON EXISTING PIPE
EXCEPT UNDER NEW BUILDING LOCATION REMOVE PIPE.
REMOVE EXISTING SITE FEATURE
DEMO SIDEWALK CURB AND GUTTER
ABANDON EXISTING UTILITY
1
2
3
4
5
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.
Know what's below.
before you dig.Call
R
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 STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
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: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg
C1.0
3
TESC
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 FEDERAL WAY 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 STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
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: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-TESC.dwg
C1.1
4
TESC NOTES AND
DETAILS
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
WASHING
T
O
N
S
T
A
T
E
R
O
U
T
E
1
6
7
CONNECT TO EXISTING
WATER MAIN PER COR
STANDARD PLAN 300.1
CONNECT TO EXISTING
WATER MAIN PER COR
STANDARD PLAN 300.1
FDC AND DDCVA PER
COR STANDARD
PLAN 360.5
PROPOSED WATER METER PER
COR STANDARD PLAN 320.1
INSTALL RPBA INSIDE ABOVE
GROUND HEATED INCLOSURE PER
COR STANDARD PLAN 350.2
PIV
PROPOSED FIRE
HYDRANT PER COR
STANDARD PLAN 310.1
12" WATER LOOP
CL52 DI
CONNECT TO EXISTING
SEWER MAIN PER COR
STANDARD PLAN 406.1
6" PVC SEWER
STUB @ 2% MIN 6" DI FIRE LINE. VERIFY SIZE WITH SPRINKLER
INSTALLER PRIOR TO INSTALLATION. SEE
MECHANICAL FOR CONTINUATION.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
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: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-UTIL.dwg
EXISTING 12" WATER (W-0304)
MAXIMUM FLOWRATE 5,000 GPM STATIC
PRESSURE AROUND 75 PSI AT EL:18
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING WATER
METER AND SERVICE TO
BE ABANDONED
EXISTING WATER METER TO BE
USED FOR IRRIGATION. METER
SHALL CONFORM TO COR
STANDARD PLAN 320.1. PROVIDE
DCVA BEHIND METER PER COR
STANDARD PLAN 340.8
SITE ADDRESS
2940, 2960, 2980, AND 2990 EAST VALLEY ROAD
RENTON, WA 98057
PACEL NO.
3023059103
PACEL NO.
3023059085
PACEL NO.
3023059091
PACEL NO.
3023059099
PACEL NO.
3023059098
PACEL NO.
3023059096
PROVIDE ADEQUATE SEPARATION
(MINIMUM 10 FEET) BETWEEN THE
WATER MAIN AND THE WETLAND
BUFFER AREA.
SHOW LOCATION AND SIZE OF FIRE SPRINKLER DDCVA, DOMESTIC
WATER METER AND IRRIGATION METER. SHOW LOCATION OF FIRE
DEPARTMENT CONNECTION FOR FIRE SPRINKLER SYSTEM
C2.0
5UTILITY SHEET
TEAST VALLEY ROAD
EAST VALLEY ROAD
SW 27TH ST
WASHING
T
O
N
S
T
A
T
E
R
O
U
T
E
1
6
7
19
SDCB 02
CB TYPE 1
RIM: 17.99
IE: 14.06 8" (W)
SDCB 01
CB TYPE 1
RIM: 18.46
IE: 13.07 8" (E)
IE: 13.07 8" (NW)
SDCB 05
CB TYPE 1
RIM: 17.92
IE: 15.04 12" (S)
IE: 15.04 12" (W)
FILTERRA VAULT 1
CB TYPE 1
RIM: 18.43
IE: 12.70 8" (SE)
IE: 10.20 8" (W)
SDCB 03
CB TYPE 1
RIM: 17.95
IE: 14.32 12" (E)
IE: 14.32 12" (W)
IE: 14.32 12" (S)
SDCB 06
CB TYPE 1
RIM: 18.50
IE: 15.37 12" (N)
SDCB 04
CB TYPE 1
RIM: 18.53
IE: 14.65 12" (N)
FILTERRA VAULT 2
CB TYPE 1
RIM: 18.68
IE: 13.96 12" (E)
IE: 11.46 12" (W)
50' LEVEL SPREADER
SDMH 02
48" TYPE 2 CB
RIM: 17.52
IE: 9.94 24" (SE)
IE: 9.94 24" (W)
SDMH 01
48" TYPE 2 CB
RIM: 17.28
IE: 9.77 24" (E)
IE: 9.77 24" (W)
SDMH 03
48" TYPE 2 CB
RIM: 18.18
IE: 10.08 8" (E)
IE: 10.08 24" (NW)
IE: 10.06 12" (S)
SDMH 04
48" TYPE 2 CB
RIM: 18.54
IE: 11.41 12" (E)
IE: 11.41 12" (N)
FF: 19.58
19
144 LF 12" CPEP @ 0.50%
66 LF 12" CPEP @ 0.50%71 LF 12" CPEP @ 0.50%66 LF 12" CPEP @ 0.50%
269 LF 12" CPEP @ 0.50%
8 LF 12" CPEP @ 0.60%
21 LF 8" CPEP @ 0.58%
29 LF 24" CPEP @ 0.50%
34 LF 24" CPEP @ 0.50%74 LF 8" CPEP @ 0.50
%198 LF 8" CPEP @ 0.50%1919191920191918
19
18
1
9
1919
15 LF 24" CPEP @ 0.50%
CONNECT ROOF DRAINAGE SYSTEM
TO STORM DRAINAGE SYSTEM
57 LF 12" CPEP @ 0.63%
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN
COMPTON LUMBER RENTON
A-NNNNNNN
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 NSITE ADDRESS
2940, 2960, 2980, AND 2990 EAST VALLEY ROAD
RENTON, WA 98057
PACEL NO.
3023059103
PACEL NO.
3023059085
PACEL NO.
3023059091
PACEL NO.
3023059098
PACEL NO.
3023059096
DATE: March 14, 2019 FILENAME: Q:\2019\2190112\10_CIV\CAD\2190112-SH-STRM.dwg
C3.0
6
STORM AND GRADING