HomeMy WebLinkAboutWalmart 743 Rainer - Pickup Plans Set.pdfPROJECT AREASW 7TH STREETRAINIER A
V
E
N
U
E
S
.SW GRADY WAYLIND AVENUE SW
WALMART#2516-249RENTON - WA1 inch = 100 ft.( IN FEET )GRAPHIC SCALE010010020040050IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185
WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSION6CCD #6JSB07/30/21COVERR-418500SHEET INDEXSHEET NO.DESCRIPTIONC0COVERC1NEIGHBORHOOD MAPC2OVERALL SITE PLANC2.1DEMOLITION & SITE PLANC2.2HORIZONTAL CONTROL PLANC3DIRECTIONAL SIGNAGE PLANC4SITE DETAILS (SHEET 1)C4.1SITE DETAILS (SHEET 2)C4.2SITE DETIALS (SHEET 3)C5GRADING PLANC6UTILITY PLANC6.1WATER PLAN & PROFILEC6.2UTILITY NOTESC7EROSION AND SEDIMENT CONTROL PLANC7.1EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILSL1LANDSCAPE PLANL2LANDSCAPE PLAN··’ · 08/24/2021SURFACE WATER UTILITYJFarah 08/30/2021REGIONAL FIRE AUTHORITYcthomas 08/30/2021APPROVEDScott Warlick 8/30/2021WATER UTILITYIFitzJames 09/27/2021
WALMART #2516
PARCEL ID:
1923059048
USE:RETAIL
PROJECT AREA
SW 7TH STREET
RAINIER AVENUE S.SW GRADY
W
A
YLIND AVENUE SWSW 10TH S
T
R
E
E
T HARDIE AVENUE SWCOLUMBIA
BANK
JIMMY MAC'S
ROADHOUSE
POPEYES
LOUISIANA
KITCHEN PHO & THAIRESTAURANTSUPER
SUPPLEMENTS
MAZDADEALERSHIPFORDDEALERSHIPFORD DEA
L
E
R
S
H
I
P
FORD DEA
L
E
R
S
H
I
P
DUTCH BROS
COFFEE
SONIC
RESTAURANT
MOBIL FUELSTATIONMULTI-USE
RETAIL
KIA
DEALERSHIP
FORD
DEALERSHIPGMC/BUICK
DEALERSHIPCHEVROLET
DEALERSHIP
KIA
DEALERSHIP
KIA
DEALERSHIP
MULTI-USE
OFFICEINTERSTATE
ALL BATTERY
CENTER
KIA
DEALERSHIP
HORIZON
DISTRIBUTORS
WAREHOUSE
WAREHOUSE
WAREHOUSE
MARKET
B&T WAREHOUSE
DISTRIBUTORS
B&T WAREHOUSE
DISTRIBUTORS
EM FURNITURE
WAREHOUSE
NW GOURMET
FOODS
WAREHOUSE
WAREHOUSE
WAREHOUSE
MULTI-USE
OFFICE
WORKSOURCE
RENTON
RENTON SCHOOL
DISTRICT 403 TOYOTA
DEALERSHIP
CURRAN
PLAZA RETAIL
LEGEND
CA - COMMERCIAL ARTERIAL
IM - INDUSTRIAL MEDIUM
EXISTING PROPERTY LINE
ADJACENT PROPERTY LINE
PROPOSED PROJECT AREA
NOTES
1.ALL PROPERTY LINES WERE APPROXIMATED FROM CITY OF RENTON GIS
DATA.
2.ZONING INFORMATION OBTAINED FROM CITY OF RENTON ZONING
INFORMATION.
1 inch = 100 ft.
( IN FEET )
GRAPHIC SCALE
0100 100 200 40050
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONNEIGHBORHOOD MAP
R-418501
08/24/2021
Scott Warlick 8/30/2021
STS STS
STS SDUESDSD1 inch = 60 ft.( IN FEET )GRAPHIC SCALE0606012024030IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185
WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSIONOVERALL SITE PLANR-41850208/24/2021Scott Warlick 8/30/2021
X
XXXXXXXXX EXISTING STORAGEX
XXXXXXXXX EXISTING STORAGEPROPOSED BUILDING EXPANSIONREMOVE EXISTING CURB AND GUTTER.EXISTING CONCRETE SIDEWALK TO REMAIN.EXISTING CONCRETE PAVEMENT TO REMAIN.EXISTING ASPHALT TO REMAIN.EXISTING CURB AND GUTTER TO REMAIN.EXISTING LIGHT POLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.SHORING MAY BE REQUIRED DURING CONSTRUCTION.EXISTING FIRE HYDRANT TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.EXISTING STORM MANHOLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.REMOVE EXISTING LANDSCAPING.EXISTING LANDSCAPING TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION.CONTRACTOR TO REPLACE ANY DAMAGED LANDSCAPING.EXISTING FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY OF RENTON. (SEE UTILITY PLAN)EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED. BASE TO BE REMOVED AND LIGHT FIXTURE ANDPOST TO BE SALVAGED FOR RE-USE.EXISTING CONCRETE SIDEWALK TO BE REMOVED.SAWCUT EXISTING PAVEMENT TO CLEAN EDGE AND REMOVE PAVEMENT WITHIN SAWCUT BOUNDARY,BOTH ASPHALT AND CONCRETE.EXISTING STORM SEWER INLET TO REMAIN AND TO BE PROTECTED THROUGHOUT CONSTRUCTION.EXISTING STOP SIGN TO REMAIN.EXISTING PAVEMENT MARKINGS TO REMAIN.EXISTING PAVEMENT MARKINGS TO BE REMOVED.EXISTING PARKING STRIPING TO REMAIN.EXISTING PARKING STRIPING TO BE REMOVED.PROPOSED ASPHALT PAVEMENT (SEE SITE DETAILS).PROPOSED PICKUP STALL STRIPING (SEE SITE DETAILS).PROPOSED PICKUP STALL SIGNAGE MOUNTED ON BOLLARD/BREAKAWAY POST AS SHOWN ON PLAN (SEESITE DETAILS).PROPOSED CURB AND GUTTER (SEE SITE DETAILS).EXISTING LANDSCAPING TO BE REMOVEDPROPOSED LANDSCAPING TO MATCH PREVIOUS CONDITIONSPROPOSED LOCATION FOR EXISTING LIGHT POLE AND FIXTURE TO BE RELOCATED. (SEE UTILITY PLAN)PROPOSED STOP BAR AND LETTERING PAVEMENT MARKING. (SEE SITE DETAILS)PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PLANS)PROPOSED CONCRETE SIDEWALK, REFERENCE PLAN FOR WIDTH. (SEE SITE DETAILS)PROPOSED CONCRETE PAD FOR FIRE HYDRANT MOUNTING. (SEE SITE DETAILS)PROPOSED ASSOCIATE CROSSWALK. (SEE SITE DETAILS)PROPOSED CONCRETE BOLLARD. (SEE SITE DETAILS)PROPOSED CONCRETE RAMP. (SEE SITE DETAILS)PROPOSED R1-5B "STOP HERE FOR PEDESTRIANS" SIGNAGE. (SEE SITE DETAILS)PROPOSED R5-1 "DO NOT ENTER SIGNAGE". (SEE SITE DETAILS)PROPOSED 30"X30" STOP SIGN. (SEE SITE DETAILS)NEW SIGN MOUNTING AND BASE WITH BREAKAWAY POSTPROPOSED PICKUP SIGNAGE, MOUNTED TO WALLEXISTING STORM SEWER MANHOLE TO BE REMOVEDEXISTING BUILDING TO REMAINEXISTING BOLLARD TO REMAINEXISTING FENCE TO REMAINEXISTING CURB & GUTTER TO REMAINEXISTING STORM INLET TO REMAINEXISTING SIGN TO REMAINEXISTING SITE LIGHTING TO REMAINEXISTING SITE LIGHTING TO BE RELOCATEDEXISTING STORM SEWER MANHOLE TO REMAINEXISTING FIRE HYDRANT TO BE RELOCATEDPROPOSED FIRE HYDRANTEXISTING IRRIGATION VALVE TO REMAINEXISTING CONCRETE PAVEMENTEXISTING ASPHALT PAVEMENTPROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTSEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATEDPARKING STALL MODIFICATIONS.EXISTING ASPHALT TO BE REMOVEDLANDSCAPE AREAPROPOSED PICK-UP SIGNPROPOSED CURB AND GUTTERPROPOSED SAWCUT LINE AND LIMITS OF REMOVAL1234567891011121314151617181920212223242526272829XXDEMOLITION PLANSITE PLAN1 inch = 30 ft.( IN FEET )GRAPHIC SCALE030306012015DYHKEY MAPNOT TO SCALESITE3031NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TOBEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TOCOMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANYOTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED ANDCERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTORSHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION ATTHEIR COST.GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONINGPRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OFBEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAMEHORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER ANDENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.CAUTION - NOTICE TO CONTRACTOR1.ALL UTILITY LOCATIONS SHOWN ARE BASED ONMAPS PROVIDED BY THE APPROPRIATE UTILITYCOMPANY AND FIELD SURFACE EVIDENCE AT THETIME OF SURVEY AND IS TO BE CONSIDERED ANAPPROXIMATE LOCATION ONLY. IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFYTHE LOCATION OF ALL UTILITIES, PUBLIC ORPRIVATE, WHETHER SHOWN ON THE PLANS ORNOT, PRIOR TO CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER PRIOR TOCONSTRUCTION.Know what's before you dig.2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL ANDVERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGHPOTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THEENGINEER PRIOR TO CONSTRUCTION.SITE NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS ANDCODES AND O.S.H.A. STANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.3.ALL CURBED RADII ARE TO BE 2' OR 10' UNLESS OTHERWISE NOTED.4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVEDOR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTEDON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS,TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITHGOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS ANDSHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEYBY A LAND SURVEYOR.8.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFICSPECIFICATIONS".9.ALL EXISTING UTILITIES SHOWN WITHIN THE CONSTRUCTION LIMITS TO REMAIN TO BEPROTECTED IN PLACE.SWPPP NOTESCONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT FROM BEINGRELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALLUTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENTRUNOFF FROM THE REPAIR AREAS.DEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES)ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THEIMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING,ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.3.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THECONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.4.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND AREGIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE STARTOF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTINGUTILITIES.5.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THATMAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TOALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THEWORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.6.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BECOORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITHTHE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TOEXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION.7.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BESTMANAGEMENT PRACTICES) AS APPROVED BY CITY AND OWNER. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE EXISTING FACILITIESTO REMAIN, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FORMATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.DAMAGE TO ALL EXISTINGCONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.8.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTIONPLANS, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'SREMOVAL AND REPAIR.9.IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHINOR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITYCOMPANIES PRIOR TO BEGINNING CONSTRUCTION.10.ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGSWERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALLEXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OFANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY.FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE CONTRACTORS FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGESSUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARYBRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENTAFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK.11.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS,SPECIFICATIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION REPORTS (SWPPP).12.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER BEFORE COMMENCINGWORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THEENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TOCONSTRUCTION OF THE AFFECTED ITEM.13.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES.CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALLOSHA PERFORMANCE CRITERIA.14.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURSEXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONSSHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.15.ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA AS PRACTICAL AND THE LOCATION OF ANYSTOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-APPROVED BY THE ENGINEER AND OWNERPRIOR TO STOCKPILING.16.QUANTITIES SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTRACTOR SHALLVERIFY QUANTITIES NECESSARY TO DEMO FACILITIES SHOWN.17.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. REFERENCEARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION.PARKING INFORMATION**TOTAL PARKING PROVIDEDTOTAL PARKING RATIOBUILDING SQ. FT.SPACESSPACESAPPROX. 150,158 SF(EXISTING)837 SPACES (EXISTING)5.57/1,000 SF OF BUILDING AREAAPPROX. 154,705 SF(PROPOSED)825 SPACES (PROPOSED)5.33/1,000 SF OF BUILDING AREAPROPOSED PARKING INCLUDES 41 PICKUP STALLS*EXISTING BUILDING SQUARE FOOTAGE FROM WALMART'S ELECTRONIC OWNER'S MANUAL** PARKING COUNT IS FROM WALMART'S ELECTRONIC OWNER'S MANUAL AND DOES NOT INCLUDE CART CORRALS*** ALL PICKUP PARKING STALLS TO BE A MINIMUM OF 10'X18' (12' O.C.) IN VICINITY OF CANOPY. ADDITIONAL PICKUP STALLSINDICATED ON PLAN TO MATCH TYPICAL DIMENSIONS SHOWN.SITE PLAN SCHEDULE NOTESSITE LEGEND3132SD331112234444555555678401010101010991112131314141414158151515161719TYP.TYP.19TYP.19TYP.19TYP.20TYP.20TYP.18212122TYP.22TYP.22TYP.22TYP.22TYP.23TYP.23TYP.23TYP.23TYP.242424392732343430313329PERVIOUS AREAS TABLEREDUCTION IN PERVIOUS AREASPROPOSED PERVIOUS AREASNET PERVIOUS AREA LOSS1151.50 SF331.00 SF820.50 SF15ADJUST TO GRADE283235363738373836363835383538353839TYP.2124243511NOTE:SEE SHEET C6 - UTILITY PLAN FOR THE UTILITY DEMOLITION PLAN AND THEUTILITY IMPROVEMENTSIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185
WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSIONDEMOLITION & SITE PLANR-4185034015151515262521212108/24/2021Scott Warlick 8/30/2021
X X
XXXXXXXXXXXXXXXXXXXXXXXXXEXISTING STORAGE2'10'18'15.12'6.65'R10'R2'16.12'
40.38'
2.67'9.5'9.5'20'20'
20'20'9.5'9.5'19.5'9.5'9.5'19.5'19.1'4'7.33'24'
24.57'
24.5'7.33'7.33'
R2'
7'
7'12'SDEXISTING BUILDING TO REMAINEXISTING BOLLARD TO REMAINEXISTING FENCE TO REMAINEXISTING CURB & GUTTER TO REMAINEXISTING STORM INLET TO REMAINEXISTING SIGN TO REMAINEXISTING SITE LIGHTING TO REMAINEXISTING SITE LIGHTING TO BE RELOCATEDEXISTING STORM SEWER MANHOLE TO REMAINEXISTING FIRE HYDRANT TO BE RELOCATEDPROPOSED FIRE HYDRANTEXISTING IRRIGATION VALVE TO REMAINEXISTING CONCRETE PAVEMENTEXISTING ASPHALT PAVEMENTPROPOSED CONCRETE PAVEMENTPROPOSED ASPHALT PAVEMENTSEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATEDPARKING STALL MODIFICATIONS.EXISTING ASPHALT TO BE REMOVEDPROPOSED PICK-UP SIGNPROPOSED CURB AND GUTTERXX1 inch = 20 ft.( IN FEET )GRAPHIC SCALE02020408010DYH KEY MAPNOT TO SCALESITENOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TOBEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TOCOMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANYOTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED ANDCERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTORSHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION ATTHEIR COST.GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONINGPRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OFBEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAMEHORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER ANDENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.CAUTION - NOTICE TO CONTRACTOR1.ALL UTILITY LOCATIONS SHOWN ARE BASED ONMAPS PROVIDED BY THE APPROPRIATE UTILITYCOMPANY AND FIELD SURFACE EVIDENCE AT THETIME OF SURVEY AND IS TO BE CONSIDERED ANAPPROXIMATE LOCATION ONLY. IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFYTHE LOCATION OF ALL UTILITIES, PUBLIC ORPRIVATE, WHETHER SHOWN ON THE PLANS ORNOT, PRIOR TO CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER PRIOR TOCONSTRUCTION.Know what's before you dig.2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL ANDVERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGHPOTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THEENGINEER PRIOR TO CONSTRUCTION.SITE LEGENDHORIZONTAL CONTROL PLANIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185
WALMART #2516WALMART SUPERCENTER PICKUP EXPANSIONCONSTRUCTION DOCUMENTSWALMART PICKUP EXPANSIONHORIZONTAL CONTROL PLANR-41850408/24/2021Scott Warlick 8/30/2021
1
2
2
1
1
1 inch = 60 ft.
( IN FEET )
GRAPHIC SCALE
060 60 120 24030
PROPOSED PICKUP PICK-UP SIGNAGE, RIGHT. SEE DETAIL SHEET C3.
PROPOSED PICKUP PICK-UP SIGNAGE, LEFT. SEE DETAIL SHEET C3.
SIGNAGE & STRIPING SCHEDULE NOTES
SITE SIGNAGE NOTES
1.THIS PLAN WAS PREPARED BASED ON THE ORIGINAL CONSTRUCTION PLANS
PREPARED BY PACLAND, DATED 05/09/2014. THIS PLAN IS FOR ILLUSTRATIVE
PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY SIGNIFICANTLY FROM
THIS DRAWING.
2.REFERENCE SITE DETAILS FOR SIGN LOCATION & VESTIBULE CROSSWALK
DETAILS FOR SITE SIGNAGE OFFSETS.
SITE SIGNAGE LEGEND
PROPERTY LINE
PROPOSED PATH OF TRAVEL FOR PICKUP CUSTOMER.
PROPOSED PICKUP AREA
SW 7TH STREET
RAINIER AVENUE S.HARDIE AVENUE SWPICKUP AREA
SUPERCENTER
#02516-249
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONDIRECTIONAL SIGNAGE PLANTRO-41-4185T-418501
R-418505
08/24/2021
Scott Warlick 8/30/2021
SEE REMOVABLE
SQUARE TUBE
POST
3000 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP
OF CONCRETE
GALVANIZED
SQUARE TUBE
GROUND SURFACE
TYPICAL DIRECTIONAL SIGNAGE
IN CURBED ISLAND
USE 4" SCH. 40
STEEL PIPE FILLED
W/ CONCRETE WITH
TOP ROUNDED AND
PAINTED TRAFFIC
YELLOW
TYPICAL DIRECTIONAL SIGNAGE
IN PAVEMENT
3000 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP
OF CONCRETE
GALVANIZED
SQUARE TUBE
GROUND SURFACE
2'-0"1'-0"1'-0"2'-0"4'-0" MAXNOTES:
1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY
ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
SIGN LOCATIONS - 90° PARKING
CURBED ISLAND - 90°
POST WITH SIGN(S)
LAYOUT PER STRIPING
DETAIL/SITE PLAN
EQ EQ
4' - 0"SIGN LOCATIONS - 90° PARKING
PAINTED ENDCAP - 90°
POST WITH SIGN(S)
LAYOUT PER STRIPING
DETAIL/SITE PLAN
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS
USED)
EQ EQ
4' - 0"DRIVEN DIRECTLY
INTO GROUND
GROUND SURFACE
TYPICAL DIRECTIONAL SIGNAGE
DRIVEN DIRECTLY INTO GROUND4'-0" MAX2'-0"2'-6"4'-0" MAXPAINTED TRAFFIC
WHITE
6" TYP 8" TYP7'-4"2'-0" TYP
N.T.S.
SIGNS FURNISHED BY
WALMART, ATTACHMENT
TO WALL OR BOLLARD BY
G.C.
Stall Designation Signs
18" x 18"
Logo Signs (Small)
18" x 8"
Call In Sign
18" x 8"
Logo Signs (Large)
36" x 18"
Directional Signs (Left / Straight / Right)
18" x 24"
Also Pickup Hours sign size
2.25 SF
1.00 SF 1.00 SF
3.00 SF
Parking Stall Placard
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONTYPICAL LIGHTING POLE BASE DETAIL 10/02/07
N.T.S.
NOT TO SCALECLEAN-OUT DETAIL
1'-0"7 1/2"NOTES
LONG SWEEP
WYE
CLEAN OUT PLUG, 3"
BELOW PAVING
ASPHALT OR CONCRETE
PAVING SEE GRADING PLAN
A.CLEAN OUT LOCATIONS INDICATED ON GRADING &
UTILITY PLANS
B."CO" PROVIDE CLEANOUTS AS SPECIFIED BELOW:
-ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC
AREAS & SIDEWALKS
-ZURN Z-1449 CLEAN OUTS IN LANDSCAPED
AREAS
-ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS
WITH A "SERVICE STATION" TYPE MANHOLE,
OPW #104 A12 - DOVER CORP./OPW DIV.
MANHOLE, FOR TRAFFIC
AREAS ONLY
24"X24"X6"D
CONCRETE COLLAR
IN PAVED AREAS
TRO-41-4185T-418502
R-418506
SITE DETAILS (SHEET 1)
SINGLE POST WITH BOLLARD
SIGN LOCATIONS - 60° PARKING
PAINTED ENDCAP - 60°
SIGN LOCATIONS - 90° PARKING
PAINTED ENDCAP - 90°
SQUARE TUBE BREAK AWAY POST
PLAN VIEW PARTIAL ELEVATION
SURFACE
SINGLE POST WITH BREAK AWAY POST
SIGN LOCATIONS - 60° PARKING
CURBED ISLAND - 60°
SIGN LOCATIONS - 90° PARKING
CURBED ISLAND - 90°
N.T.S.
SIGN MOUNTING AND BASE
OR OR
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
NOTE:
ALL SIGNS LOCATED ON THE
BUILDING SIDE OF THE BFR
ARE TO BE INSTALLED ON A
SINGLE POST WITH BOLLARD.
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE XI, SHEETING.
NOTES FOR SINGLE POST WITH
BOLLARD:
1.ALL SIGNS SHALL COMPLY WITH
U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION'S
"MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES",
LOCAL CODES AND AS
SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH
MANUFACTURER'S
INSTRUCTIONS.
2.GALVANIZED SQUARE TUBE
POST TUBES - 2"X2" 12ga
POST TUBE SHALL MEET ASTM
A1011 GRADE 50.
POST TUBE GALVANIZED AS PER
ASTM A653 GRADE 90.EDGE OF TRAVEL WAYPAVED SURFACE
NOTES FOR SINGLE POST WITH BREAK AWAY POST:
1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.
MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
2.GALVANIZED SQUARE TUBE
POST TUBES - 2"X2" 12ga
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2-1/4"x2-1/4" 12ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER
ASTM A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A
MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP
WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.
18"Ø4'-0"4'-0"3'-0"7'-0" (MIN.)GALVANIZED
SQUARE TUBE
USE 4" SCH. 40 STEEL PIPE FILLED
W/ CONCRETE WITH TOP ROUNDED
AND PAINTED TRAFFIC YELLOW
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
EDGE OF TRAVEL WAY4'-0"7'-0" (MIN.)NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
GALVANIZED
SQUARE TUBE
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
SEE BREAK AWAY
TUBE POST
12"Ø27"GROUND SURFACE
3" MIN. -4" MAX.5/16" GR. 5
SERRATED
FLANGED NUT
5/16" GR. 5
FLANGED BOLT
4'-0"
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)4'-0"VARIES DEPENDINGON CURB RADIUS4'-0"
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)4'-0"VARIES DEPENDINGON CURB RADIUSLAYOUT PER STRIPING
DETAIL/SITE PLANLAYOUT PER STRIPING
DETAIL/SITE PLAN
30" "STOP" SIGN MOUNTED
TO POST WITH BREAK
AWAY POST
36" "STOP" SIGN SHALL BE
INSTALLED ON POST WITH
BOLLARD
30" "STOP" SIGN
MOUNTED TO POST
WITH BREAK AWAY
POST
36" "STOP" SIGN
SHALL BE INSTALLED
ON POST WITH
BOLLARD
"STOP FOR PEDESTRIAN" SIGN
ON POST (ALL SIGNS EQUAL TO
OR GREATER THAN 36" IN
WIDTH SHALL BE MOUNTED ON
POST WITH BOLLARD)
"STOP FOR PEDESTRIAN" SIGN ON POST
(ALL SIGNS EQUAL TO OR GREATER
THAN 36" IN WIDTH SHALL BE
MOUNTED ON POST WITH BOLLARD)
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)LAYOUT PER STRIPING
DETAIL/SITE PLANLAYOUT PER STRIPING
DETAIL/SITE PLAN
4'-0"4'-0""STOP" SIGN ONLY - ON
POST WITH BOLLARD
4'-0"4'-0"4'-0"4'-0""STOP FOR PEDESTRIAN" SIGN
ON POST WITH BOLLARD
"STOP FOR PEDESTRIAN" SIGN
ON POST WITH BOLLARD
"STOP" SIGN
ONLY - ON POST
WITH BOLLARD
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
NO SIGNS SHALL BE
LOCATED WITHIN
SHADED AREAS
SHOWN IN DETAILS
DOUBLE POST WITH BREAK AWAY POSTS
GROUND SURFACE
EDGE OF TRAVEL WAY6'-0"
GALVANIZED
SQUARE TUBE
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
SEE BREAK AWAY
TUBE POST
7'-0" (MIN.)
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
12"Ø
27"
24" 0.C.
GROUND
36" STOP SIGN
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE XI, SHEETING.
AT CROSSWALKS AT INTERSECTIONS
AT INTERSECTIONS AT INTERSECTIONS
AT CROSSWALKS
NOTE: GUTTER SLOPE TO MATCH
1" MAX. RADIUS
1/2" MIN. RADIUS
1" MAX. RADIUS
1/2" MIN. RADIUS
N.T.S.
18" MIN.
24" MAX.FACE OF CURBBACK OF CURB12"6"6"6"
17" MAX.
11" MIN.
1"
SEE PAVING DETAILS FOR
SUBGRADE AND COMPACTION
ASPHALTIC CONCRETE PAVING
PAVEMENT SECTIONS, SUBBASE,
REQUIREMENTS.
CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
COAT TO FACE OF CURB
WHERE CURB CONTACTS
ASPHALT.
P.C. CONCRETE
ADJACENT PAVEMENT,
TRAVERSE AND LONGITUDINAL.
12"
12/17/04DTCURBA
08/24/2021
Scott Warlick 8/30/2021
ARROWS SHALL BE
PAINTED , TYPSEE SITE PLAN FOR
TYPE OF ARROW
(RIGHT, LEFT OR
AHEAD)
1'-0"1'-0"
6'-4"
4"
4'-3"
5'-4"
4"
1'-0"
4"
5'-4"
1'-0"
4"
5'-4"
4'-3"
1'-0"
4"5'-4"P126
3'-7"
3'-7"
NOTE:
PAVEMENT MARKING SHALL MEET UNISPEC
SECTION 02765 - PAVEMENT MARKING
G.C. TO ORDER SIGN
STENCILS FROM
JONATHON THOMPSON
AT OUTLINE INDUSTRIES
OR CALL 1.800.STENCILS
TYPICAL PARKING SIGNAGE
IN PAVEMENT
3000 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP
OF CONCRETE
GROUND SURFACE
U-BOLT NUT
LOCATIONS
ADDITIONAL SPARK
PICKUP SIGN ON BACK
WHEN BACK FACES
PUBLIC STREET.
ALIGN TO TOP.
BOLT LOCATIONS
PER STANDARD
WITH SPACER AS
FOR LEVEL SIGN
MOUNTING
1'-0"2'-6"1'-0"
BEGIN
NUMBERING AT
STALL CLOSEST
TO THE PICKUP
DOOR.2'-0"6'-2"1'-0"1'-0"
3000 P.S.I. P.C.
CONCRETE BASE
SLOPE TOP
OF CONCRETE
GROUND SURFACE
U-BOLT
2'-0"6'-2"FRONT VIEW SIDE VIEW
USE 4" SCH. 40
STEEL PIPE FILLED
W/ CONCRETE WITH
TOP ROUNDED AND
PAINTED TRAFFIC
YELLOW
"K" SIGN HOSE CLAMP
PLAN VIEW PARTIAL ELEVATION
GROUND
SURFACE
5/16" GR. 5
FLANGED BOLT
5/16" GR. 5
SERRATED
FLANGED NUT
REMOVABLE SQUARE TUBE POST
NOTES:
1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT
OF TRANSPORTATION, FEDERAL HIGHWAY
ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.
MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
2.GALVANIZED SQUARE TUBE
POST TUBES - 2"x2"x3/16" 12ga
POST TUBE GALVANIZED AS PER ASTM A653 GRADE
90.
ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM
A500 GRADE B.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP
GALVANIZED PER ASTM A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE
THE ANCHOR TUBE A MINIMUM OF
12". THE ANCHOR TUBE SHALL BE A MINIMUM 27"
DEEP WITH 3"MIN. 4" MAX. EXPOSED ABOVE FINISH
GRADE.
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONN.T.S.
SAW CUT EXISTING PAVEMENT (TYP.)
1'
NEW TOP ASPHALT COURSE
NEW BINDER AND BASE ASPHALT COURSE
NEW SUBBASE COURSE
EXTEND NEW TOP COURSE 1 FOOT
PAST TRENCH AND OVER EXISTING
BINDER
TACK COAT EXISTING
EDGES OF PAVEMENT
MINIMUM 2' WIDE OR 6" MIN. EITHER
SIDE OF UTILITY, WHICHEVER IS GREATER
UTILITY CONDUIT
IF UNSTABLE MATERIAL IS ENCOUNTERED,
EXCAVATE TO OBTAIN A STABLE BOTTOM
EXISTING SUBBASE
EXISTING TOP ASPHALT1'
1'
BACKFILL PER
EARTHWORK
SPECIFICATION
LIMIT OF TRENCH EXCAVATION
UTILITY TRENCH DETAIL
NTS
ASPHALT
DTWALKPC
NOTE: PROVIDE 1/2" EXPANSION
(TYP)NOTE:
6 x 6 - W1.4 X W1.4 WWF
EACH WAY MAX. SPACING, OR
WILL BE No. 3 BARS 24" O.C.
WHERE REQUIRED REINFORCEMENT
12/17/04
90% STD. PROCTOR (TYP)
COURSE COMPACTED TO
4" AGGREGATE BASE
N.T.S.
(TYP)
5.0'
1/2" RADIUS TOOLED JOINT OR
1" DEEP SAWED JOINT (TYP.)
1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX.
EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK
5.0'5.0'5.0'5.0'5.0'5.0'
4"4"
2"
(TYP)
PC CONCRETE6"
TYP
(TYP)2"
SLOPE 1/4" /FT.
SEE SITE PLAN
MAX.
1/2"R
(TYP)
AND ALL FIXED OBJECTS
JOINT BETWEEN SIDEWALK
PAINTED TRAFFIC YELLOW
ALL PIPES SHALL BECSYM. ABOUT LPAVEMENT OR
FINISHED GRADE
FILL POST w/ CONCRETE
6" SCH. 40 STEEL PIPE
FILLED W/ CONC.
WITH TOP ROUNDED.
NOTE:
(TYP.)
CONCRETE MINIMUM
3500 PSI P.C.WHEN IN GROUPSDTGRDPST
N.T.S.
1'-6"4'-0"8-0"2'-0"
08/17/09
3"MIN.
OVER FOOTING
3" COVERTRO-41-4185T-418503
R-418507
SITE DETAILS (SHEET 2)
12/04/08DTPAVING
N.T.S.
P.C.CONC.
7" SCARIFIED & RECOMPACTED SOIL
1.5" ACC SURFACE COURSE
5" AGGREGATE BASE COURSE
1.5" ACC BINDER COURSE
12"
PROOFROLL EXPOSED SUBGRADE SOILS.
PLACE MOISURE CONDITIONED, PROPERLY
COMPACTED SUB-BASE PER WAL-MART
SPECIFICATION 02300.
PER SPECIFICATION 02715
N.T.S.
WAL-MART LIGHT BASE10/02/07
08/24/2021
Scott Warlick 8/30/2021
FINISH LEGEND
P76 WALMART BLUE
P5E SAFETY YELLOW
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONN.T.S.
PICKUP LANE STRIPING.
PAINT TRAFFIC WHITE, TYP.MATCH EXISTING STALL LENGTH10'-0"
TYP
G.C. TO SEAL COAT
STRIPING PER SPEC
SECTION 02787
℄℄
2'-0"
TYP
12'-0"
TYP
PICKUP PARKING SIGNAGE
CENTERED BETWEEN STRIPES,
MOUNTED ON BOLLARD SIGN POST
IN LINE WITH CANOPY COLUMNS
OR TO COLUMN POST. WALMART
FURNISHED, CONTRACTOR
INSTALLED. REF SITE PLAN BASE
DETAILS.
T-418504
R-418508
SITE DETIALS (SHEET 3)TRO-41-4185N.T.S.32'-6"
PAINTED TO MATCH
EXISTING STALL STRIPING COLOR
DO NOT
ENTER
N.T.S.
"DO NOT ENTER" SIGN
R5-1
WHITE REFLECTIVE SIGN WITH RED DISC,
WHITE LETTERING AND HORIZONTAL
WHITE LINE
WHITE LEGEND RED BACKGROUND
R1-1
N.T.S.
30"X30" STOP SIGN
WITHIN PARKING LOT
NOTE:
SIGNS SHALL
HAVE DIAMOND
GRADE, ASTM
TYPE XI,
SHEETING.
30"30"N.T.S.
STOP FOR PEDESTRIANS
LEGEND, BORDER - BLACK
BACKGROUND - WHITE (RETROREFLECTIVE)
STOP SYMBOL - RED (RETROREFLECTIVE)
R1-5b
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE,
ASTM TYPE XI,
SHEETING.30"30"
08/24/2021
Scott Warlick 8/30/2021
SDSD
SDSTSSTS
STS
STS
STS
STS STSSTSSTSSTS
STS
STS
STS
STS
STS
STS
STS
STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STS
STS
STS
STS
STS
STS
STS
STS
STS
STS STS STS STS
STS STS STS STSSTSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STS
STS
STS
STS
STS
STS
SEE OGP
ENTRANCE/EXIT
ENLARGEMENT
THIS SHEET
FFE=27.55
25
25
25
26
26
26
26 2626
27
27 27
27
26
27
26
EX SD DROP INLET
RIM=24.82
INV. W (12")=21.07
INV. SW (4")=21.27
EX SD DROP INLET
RIM=25.62 (RAISE TO 25.85)
INV NE (12")=22.62
INV S (8")=23.22
EX SD DROP INLET
RIM=25.70
INV N (8")=23.55
EX SD DROP INLET
RIM=25.36
INV NE (12")=17.46
INV NE (12")=17.56
INV SE (18")=17.62
INV SW (18")=17.46
SEE OGP RAMP
ENLARGEMENT
THIS SHEET
FFE=27.55
PR 48" CIRCULAR
CATCH BASIN TYPE 2
WITH RECTANGULAR
SOLID METAL COVER
RIM=26.60
INV E(18")=17.74
INV NW (18")=17.74
PR 48" CIRCULAR
CATCH BASIN TYPE 2
WITH RECTANGULAR
SOLID METAL COVER
RIM=25.84
INV S (18")=17.90
INV W (18")=17.90
EPR 48" CIRCULAR CATCH BASIN TYPE 2
WITH RECTANGULAR SOLID METAL COVER
RIM=26.44
INV E (18")=17.95
INV S (18")=17.95
SD
STS
KEY MAP
NOT TO SCALE
ME
30.00
25
27
29
FL
TBC
FFE
1 inch = 10 ft.
( IN FEET )
GRAPHIC SCALE
010 10 20 405
SITE
GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING
PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF
BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME
HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.
PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND
ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON
MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE
TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES, PUBLIC OR
PRIVATE, WHETHER SHOWN ON THE PLANS OR
NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
Know what's
before you dig.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND
VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH
POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY
OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,
UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND
CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT
THEIR COST.
GRADING LEGEND
EXISTING BUILDING TO REMAIN
EXISTING BOLLARD TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING CURB & GUTTER TO REMAIN
EXISTING STORM INLET TO REMAIN
EXISTING SIGN TO REMAIN
EXISTING SITE LIGHTING TO REMAIN
EXISTING SITE LIGHTING TO BE RELOCATED
EXISTING STORM SEWER MANHOLE TO REMAIN
EXISTING FIRE HYDRANT TO BE RELOCATED
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
MATCH EXISTING ELEVATION
FLOWLINE ELEVATION
TOP BACK OF CURB ELEVATION
FINISHED FLOOR ELEVATION
EDGE OF BUILDING ELEVATION
BOTTOM OF RAMP ELEVATION
TOP OF RAMP ELEVATION
EXISTING SLOPE ARROWS
PROPOSED SLOPE ARROWS
X X
DYH
SD
2.00%
2.00%
EOB
BR
TR
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONGRADING PLAN
R-418509
PICKUP ENTRANCE/EXIT ENLARGEMENT
SCALE: 1" = 5'
PICKUP RAMP ENLARGEMENT
SCALE: 1" = 5'
08/24/2021
Scott Warlick 8/30/2021
XXXXXXXXXXXSTSSTSSTSSTSSTSSTS
STS
STSSTSSTS STSSTS
STS
STS
STS
STSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STS
STS
STS
STS
STS
STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS
STS
STS
STS
STSSTSSTSSTSSTSW W W W
WW W W W W W W W
WWW
WGGGGGG
G
G
GGGGGGGGGGGEXIS
T
I
N
G
S
T
O
R
A
G
E
2
4
12
15
17
17
17
21
16
1
18
22
2427 27
EX SD VAULT
RIM: 26.07
INV: 17.47 (12" NE)
INV: 17.07 (18" E)
INV: 16.97 (12" S)
INV: 16.87 (18" NW)
EX SD DROP INLET
RIM: 25.64 (RAISE TO 25.85)
INV: 22.62 (12" NE)
INV: 23.22 (8" S)
35
24
1
1
3
9
16
16
16
16
20
21
24
EX SD DROP INLET
RIM=25.36
INV NE (12")=17.46
INV NE (12")=17.56
INV SE (18")=17.62
INV SW (18")=17.46
EX SD DROP INLET
RIM=24.87
INV E (12")=20.82
INV SW (12")=20.77
INV W (12")=20.67
EX SD DROP INLET
RIM=24.82
INV W (12")=21.07
INV SW (10")=21.27
EX SD MH
RIM=25.39
INV E (18")=18.14
INV W (18")=18.04
17
17
EX SD DROP INLET
RIM=24.91
INV NE (12")=17.51
INV E (12")=20.11
INV SW (18")=17.61
1
12 15
24
16
38
38
19
11
SDUE UEUE
WWWWWWWW W W W W W W W W
SD
SD
W XXXXXXXXXXXSTSSTSSTSSTSSTSSTS
STS
STSSTSSTS STSSTS
STS
STS
STS
STSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STS
STS
STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS
STS
STS
STS
W
W W W W W W
WWWGGGGGG
G
G
GGGGGGGGGGGEXIS
T
I
N
G
S
T
O
R
A
G
E
2+47.150+001+00
2+00STA 0+04.98, 0.00' L
STA 0+34.62, 0.00'
STA 0+50.29, 0.00'STA 1+81.21, 0.00'
STA 2+42.16, 0.00' R
STA 0+76.22, 15.92' R
~INV: 20.26
~INV: 20.35
~INV: 20.40
~INV: 23.42
10.25' @ 0.5%
17.65' @ 0.5%
5.4' @ 0.5%
8.6' @ 1.0%
PROP 4' DIA MH
RIM=25.84
INV S (18")=17.90
INV W (18")=17.90
PROP 4' DIA MH
RIM=26.60
INV E (18")=17.74
INV NW (18")=17.74
24.6' @ 0.19%
86.4' @ 0.19%
ASSUME CONNECTION
2.5' BELOW GRADE
ASSUME CONNECTION
2.5' BELOW GRADE
2.0% MIN SLOPE 2.0% MIN SLOPE
APPROX INV. 22.80
24.4' @ 3.5%
30.0' @ 3.5%
PROP 4' DIA MH
RIM=26.44
INV E (18")=17.95
INV S (18")=17.95 5' @ 0.11%
5
13
25
31
32
EX SD DROP INLET
RIM: 25.70
INV: 23.55 (8" N)
34
33
30
30
APPROX BUILDING CONNECTION
INV: 20.43
25
25
55
5
6
7
8
8
8
10
1313
23
36
36
37
37
40
39 39
41
APPROX INVERT = 23.2
29
41
26
28
28
14
36
23
37
EX SD VAULT
RIM: 26.07
INV: 17.47 (12" NE)
INV: 17.07 (18" E)
INV: 16.97 (12" S)
INV: 16.87 (18" NW)
EX SD DROP INLET
RIM: 25.64 (RAISE TO 25.85)
INV: 22.62 (12" NE)
INV: 23.22 (8" S)
EX SD DROP INLET
RIM=25.36
INV NE (12")=17.46
INV NE (12")=17.56
INV SE (18")=17.62
INV SW (18")=17.46
EX SD DROP INLET
RIM=24.87
INV E (12")=20.82
INV SW (12")=20.77
INV W (12")=20.67
EX SD DROP INLET
RIM=24.82
INV W (12")=21.07
INV SW (4")=21.27
EX SD MH
RIM=25.39
INV E (18")=18.14
INV W (18")=18.04
EX SD DROP INLET
RIM=24.91
INV NE (12")=17.51
INV E (12")=20.11
INV SW (18")=17.61
40
KEY MAP
NOT TO SCALE
1 inch = 20 ft.
( IN FEET )
GRAPHIC SCALE
020 20 40 8010
SITE LEGEND
SITE
GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING
PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF
BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME
HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.
PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND
ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON
MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE
TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES, PUBLIC OR
PRIVATE, WHETHER SHOWN ON THE PLANS OR
NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
Know what's
before you dig.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND
VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH
POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY
OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,
UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND
CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT
THEIR COST.
EXISTING 12" WATER MAIN SECTION TO BE REMOVED
EXISTING 6" WATER PIPE SECTION TO BE REMOVED
EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION.
EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND SALVAGED TO CITY
SHOPS
PROPOSED 90° BEND (MJ) W/ THRUST BLOCK PER CITY OF RENTON STANDARDS
AND DETAILS
PROPOSED 12"x12"x6" (MJXMJXFL) TEE W/ THRUST BLOCK PER CITY OF RENTON
STANDARDS AND DETAILS
PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1
PROPOSED 12" WATER MAIN PER CITY OF RENTON STANDARDS AND DETAILS
EXISTING SITE LIGHTING TO BE REMOVED AND RELOCATED. CONTRACTOR SHALL
SALVAGE EXISTING LIGHT POLE AND FIXTURE FOR RE-USE
PROPOSED UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO INSTALL NEW LINE
FROM EXISTING LIGHT POLE TO PROPOSED PROPOSED LIGHT POLE LOCATION
EXISTING 12" GATE VALVE
EXISTING 15' UTILITY EASEMENT (REC NO. 9704011446)
PROPOSED 15' UTILITY EASEMENT, BY SEPARATE DOCUMENT
POLY-PIG STATION PER CITY OF RENTON STANDARD PLAN 300.6, CUT-IN: BY CITY
FORCES
EXISTING 15' UTILITY EASEMENT TO BE VACATED
EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
EXISTING STORM INLET TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
EXISTING STORM VAULT TO BE REMOVED
EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
EXISTING WATER MANHOLE AND VALVE TO BE REMOVED.
EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION
EXISTING WATER VALVE TO BE REMOVED
CONNECT TO EXISTING MAIN PER CITY OF RENTON STANDARD PLAN 300.5 WITH 1 -
12" SLEEVE (MJ)
EXISTING STORM SEWER TO BE REMOVED
PROPOSED 10" STORM SEWER ROOF DRAIN
PROPOSED LOCATION OF RELOCATED SITE LIGHT POLE AND FIXTURE.
CONTRACTOR TO INSTALL NEW LIGHT POLE BASE.
EXISTING FOUNDATION DRAIN TO BE REMOVED
PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT-IN: BY
CITY FORCES
CONNECT PROPOSED FOUNDATION DRAIN AND ROOF DRAIN INTO PROPOSED 10"
STORM DRAIN
PROPOSED 10" STORM SEWER CLEANOUT
PROPOSED 8"x8" INSERT-A-TEE CONNECTION TO EXISTING STORM SEWER
PROPOSED 8" STORM SEWER ROOF DRAIN PIPE
PROPOSED 12"x10" INSERT-A-TEE CONNECTION TO EXISTING STORM SEWER
CAP AND PLUG EXISTING 12" STORM SEWER
EXISTING STORM SEWER TO BE ABANDONED IN PLACE
PROPOSED 18" DIA. RCP STORM SEWER LINE
PROPOSED 4' DIA STORM MANHOLE
EXISTING 12" WATER MAIN TO REMAIN
PROPOSED 4" DIA, PVC FOUNDATION DRAIN
TIE INTO EXISTING 4" FOUNDATION DRAIN
PROPOSED 10" PVC STORM SEWER ROOF DRAIN LINE
PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT-IN: BY
CITY FORCES
1
UTILITY PLAN SCHEDULE NOTES
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
EXISTING BUILDING TO REMAIN
EXISTING BOLLARD TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING CURB & GUTTER TO REMAIN
EXISTING STORM INLET TO REMAIN
EXISTING SIGN TO REMAIN
EXISTING SITE LIGHTING TO REMAIN
EXISTING SITE LIGHTING TO BE RELOCATED
EXISTING STORM SEWER MANHOLE TO REMAIN
EXISTING FIRE HYDRANT TO BE RELOCATED
PROPOSED FIRE HYDRANT
EXISTING IRRIGATION VALVE TO REMAIN
PROPOSED WATER VALVE
PROPOSED WATER BEND
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE
PROPOSED EASEMENT
X X
DYH
SD
24
25
26
27
28
SS
W
STS
G
SS
EXISTING SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
EXISTING GAS LINE
EXISTING WATER LINE TO REMAIN
UTILITY LEGEND
W EXISTING WATER LINE TO BE REMOVED
W PROPOSED WATER LINE
STS PROPOSED STORM SEWER TO BE REMOVED
STS PROPOSED STORM SEWER TO REMAIN
29
30
31
32
33
34
35
BLDG FFE = 27.55
37
36
38
BLDG FFE = 27.55
BLDG FFE = 27.55
UTILITY DEMOLITION PLAN
UTILITY IMPROVEMENTS PLAN
39
40
41
24
24
42
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONUTILITY PLAN
W-418501
S-418501WWP-27-4185WTRP-27-4185R-418510
NOTE: REFERENCE CITY OF RENTON SURFACE WATER STANDARD DETAILS FOR STORM
INFRASTRUCTURE IMPROVEMENT.
NOT FOR
CONSTRUCTION
1.ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) ENDS SHALL HAVE A
WEDGE TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100.
2.CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD.
PLANS 330.2 AND 330.3.
3.WHERE NEW WATER MAIN CROSSES A NON-POTABLE PIPE, ONE FULL LENGTH OF
WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT OF
SEPARATION.
4.WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED.
UTILITY NOTES
09/24/2021
Scott Warlick 8/30/2021
WATER UTILITY
IFitzJames 09/27/2021
SDUE
UE
SD
SD
STS STSSTS
STS
STSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STS
STS
STS
STS
W
W
G
G
G
GGGGGGGG0+001+00
2+002+47.15WWWWWWSTA=0+50.29
12'' - 90° BEND
N:175647.66
E:1297123.20
12'' DIP 29.62 LF12'' DIP 10.73 LF STA=1+81.21
12'' - 90° BEND
N:175644.83
E:1297254.09
12'' DIP 60.96 LFSTA=2+42.16
12'' - 90° BEND
N:175583.89
E:1297252.77
STA=0+05.00
12'' - 90° BEND
N:175602.40
E:1297121.77
STA 1+23.04
CROSSING
STA 0+75.48
CROSSING
STA 0+76.01
CROSSING
STA 2+03.16
CROSSING
W W W W W W W
E=1297072.91 WWSTA=0+34.62
12" X 6" - TEE W/
FLXMJ GATE VALVE (MJXFL)
N:175632.01
E:1297122.71
6'' DIP 26.09 LF
STA 0+40.20
CROSSING
12'' DIP 15.66 LF
12'' DIP 92.90 LF 12'' DIP 27.29 LF
10
15
20
25
30
10
15
20
25
30
0+00 1+00 2+00 2+47STA 2+03.2UTILITY CROSSINGBOT=20.90TOP=19.34CLR=1.56±(6" MIN. CLR. REQUIRED)STA=0+05.0012'' - 90° BENDN=175602.3968E=1297121.7747STA=0+50.2912'' - 90° BENDN=175647.6609E=1297123.2035TOP (12") = 21.00STA=1+81.2112'' - 90° BENDN=175644.8299E=1297254.0930TOP (12") = 21.45STA=2+42.1612'' - 90° BENDN=175583.8882E=1297252.7703TOP (12") = 22.7029.62 LF - 12'' DIP
10.73 LF
- 12'' DIP
92.90 LF - 12'' DIP 27.29 LF - 12''
D
I
P
60.96 LF - 12
'
'
D
I
P
FINISHED GRADE
EXISTING GRADE
STA=0+34.6212" X 6" - TEEW/FLXMJ GATE VALVE (MJXFL)N=175632.0061E=1297122.7093TOP (12") = 21.164' MIN. COVER (TYP)STA=0+61.0112" - 11.25° VERT BENDN=175647.4289E=1297133.9281TOP (12") = 20.89STA=1+53.9212" - 11.25° VERT BENDN=175645.4200E=1297226.8097TOP (12") = 20.8915.66 LF - 12''
DIP
27.29 LF - 12''
D
I
P
60.96 LF - 12
'
'
D
I
PSTA 0+75.5UTILITY CROSSINGBOT=21.77TOP=20.92CLR=0.85±(6" MIN. CLR. REQUIRED)STA 0+76.0UTILITY CROSSINGBOT=19.86TOP=19.18CLR=0.68±(6" MIN. CLR. REQUIRED)STA 1+23.0UTILITY CROSSINGBOT=21.54TOP=20.93CLR=0.61±(6" MIN. CLR. REQUIRED)ONE FULL STICK OF WATER MAIN PIPE SHALL BE
INSTALLED CENTERED AT THE CROSSING
LOCATION. 12" STORM DRAIN AT CROSSING SHALL
CONSIST OF ONE FULL STICK OF DI PIPE CENTERED
AT THE CROSSING LOCATION. INSTALL ETHAFOAM
PAD BETWEEN BOTTOM OF EXISTING STORM DRAIN
AND TOP OF NEW WATER MAIN.APPROX. 36" TO 42"BELOW GRADE2"2"2"4'
4'4'
6" MIN.
CLR.
6" MIN.
CLR.
6" MIN.
CLR.STA 0+40.2UTILITY CROSSINGBOT=22.87TOP=21.14CLR=1.73±2.5° DEFLECTION
AT JOINT
MAX DEFLECTION 5°
0.5° DEFELCTION AT JOINT
MAX DEFLECTION 5°
STS
STSSTSSTSSTSSTSSTS
STS
STS
STS
STS
STS
STS
W W W
W
G
G
G
GGGGGWWW W W
E=1297072.91 W0+00 0+36.09W
6'' DIP 26.09 LF
STA=0+31.09
FH ASMBLY
N:175631.18
E:1297148.78
STA 0+21.47
CROSSING
STA 0+20.83
CROSSING
STA=0+05.00
12" X 6" - TEE W/
FLXMJ GATE VALVE (MJXFL)
N:175632.01
E:1297122.71
15
20
25
30
15
20
25
30
0+00 0+36STA=0+05.0012" X 6" - TEEW/ FLXMJ GATE VALVE (MJXFL)N=175632.0061E=1297122.7093TOP (12") = 21.16STA=0+31.09FH ASMBLYN=175631.1831E=1297148.7815TOP (6") = 20.9126.09 LF - 6'' DIP
FINISHED GRADE
4' MIN. COVER (TYP)APPROX. 20"BELOW GRADESTA 0+20.8UTILITY CROSSINGBOT=20.94TOP=24.26CLR=-3.32±STA 0+21.53UTILITY CROSSINGBOT=22.26TOP=20.94CLR=1.32±(6" MIN. CLR. REQUIRED)KEY MAP
NOT TO SCALE
1 inch = 20 ft.
( IN FEET )
GRAPHIC SCALE
020 20 40 8010
SITE LEGEND
SITE
GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING
PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF
BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME
HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.
PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND
ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON
MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE
TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES, PUBLIC OR
PRIVATE, WHETHER SHOWN ON THE PLANS OR
NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
Know what's
before you dig.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND
VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH
POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY
OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,
UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND
CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT
THEIR COST.
EXISTING BUILDING TO REMAIN
EXISTING BOLLARD TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING CURB & GUTTER TO REMAIN
EXISTING STORM INLET TO REMAIN
EXISTING SIGN TO REMAIN
EXISTING SITE LIGHTING TO REMAIN
EXISTING SITE LIGHTING TO BE RELOCATED
EXISTING STORM SEWER MANHOLE TO REMAIN
EXISTING FIRE HYDRANT TO BE RELOCATED
PROPOSED FIRE HYDRANT
EXISTING IRRIGATION VALVE TO REMAIN
PROPOSED WATER VALVE
PROPOSED WATER BEND
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE
PROPOSED EASEMENT
X X
DYHSD
SS
W
STS
G
SS
EXISTING SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER
EXISTING GAS LINE
EXISTING WATER LINE TO REMAIN
UTILITY LEGEND
W EXISTING WATER LINE TO BE REMOVED
W PROPOSED WATER LINE
STS PROPOSED STORM SEWER TO BE REMOVED
STS PROPOSED STORM SEWER TO REMAIN
BLDG FFE = 27.55
WATER IMPROVEMENTS PLAN
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONWATER PLAN & PROFILE
W-418502
S-418502
R-418511
WATER IMPROVEMENTS PROFILE (STA: 0+00 - 2+47)
SCALE: 1" = 20'
SCALE: 1" = 20' (H), 1" = 2' (V)
FIRE HYDRANT LATERAL PROFILE (STA: 0+00 - 0+36)
SCALE: 1" = 20' (H), 1" = 2' (V)
FIRE LATERAL PLAN
SCALE: 1" = 20'WWP-27-4185WTRP-27-418509/24/2021
Scott Warlick 8/30/2021
MAX DEFLECTION AT
JOINT IS 2.5°. ADDITIONAL
FITTINGS MAY BE NEEDED
AT THIS LOCATION.
MAX DEFLECTION AT
JOINT IS 2.5°STA=0+34.6212"X6" - TEE W/ FLXMJ GATEVALVE (MJXFL) N:175632.01E:1297122.71WATER UTILITY
IFitzJames 09/27/2021
UTILITY NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS
800-424-5555.
3.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE
PRE-CONSTRUCTION MEETING.
4.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS
5.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA
C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND
SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE
PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND
FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
6.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS
NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING
SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES
IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH
EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12
INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS,
SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF
ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE
FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT
PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA
C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA
SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR
AND TRANSMITTED TO THE OWNER.
7.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE
WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE
(AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER
OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
COMPANY NO. A2380 OR M & H.
8.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION
TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH
MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH
HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4
INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES
V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263.
HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING
COUNTER CLOCKWISE (LEFT).
9.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS
WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM
NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
TIGHTNESS UNDER TEST PRESSURES.
10.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE
THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6
ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS
AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO
WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT
CABLE.
11.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT
NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL.
12.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
13.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS, LATEST REVISION.
14.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES
BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF
48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO
BE LOWERED TO CLEAR.
15.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE
CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES
AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER
URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY.
16.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR
WILL PERFORM THE CLEANING OPERATION.
17.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR
150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF
RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER
OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD
PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
DURING THE 2 HOUR TEST PERIOD.
18.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM
(MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE
SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN
ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS
REFERENCED ABOVE.
19.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A
MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
20.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION.
21.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION.
22.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE
DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS,
AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
23.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON,
EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH
PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION
AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY
NOTIFICATIONS.
24.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT
SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES
TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE
CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
25.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING
AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
26.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL,
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
27.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO
(2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT,
SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
28.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL
EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON
POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL
PATCH. *
29.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL
CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED
AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
SURFACE WATER NOTES
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION
MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY,
THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND
FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN
MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT
AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION
FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT
NO ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT
CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS,
ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING
WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO
CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED
ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL
REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN PROGRESS.
6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY
FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE
CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO
INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO
FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE
AS-BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO
THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
RECORD IF A CONFLICT EXISTS.
7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE
PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK,
DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%
MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL
TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER
INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO
CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED
UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS.
ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH
RESTORATION STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE
START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE
CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE
GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN
CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL
PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00,
220.10, AND 220.20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5
INSIDE AND OUTSIDE.
14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED
WITH DUCTILE IRON, BOLT-LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20,
204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE:
·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE
OF THE ROADWAY.
·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE
ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC
RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY
LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1
EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED
TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE
ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
BOTTOM OF THE DITCH.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE
FOLLOWING SPECIFICATIONS:
·4 - 8 INCH ROCK / 40 - 70% PASSING;
·2 - 4 INCH ROCK / 30 - 40% PASSING; AND
·LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE
INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY
THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A
BOLT-LOCKING LID MARKED "STORM” OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE
OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM
PER THE CITY STANDARD PLAN 227.00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR
LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY
PRIOR TO CONSTRUCTION.
22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM
CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO
THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED
TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS
AND/OR PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN
ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN
THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE
TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE
AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL
WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE
THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED
WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE
PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING
CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY
OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND
TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE
PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL
TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL
SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL
SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY
WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION
REGULATIONS (RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS,
INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET
TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER
POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE
FITTED WITH A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE
MAINTAINED BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE
RENTON SWDM.
31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER
AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE
HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS
MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE
PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5
GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A
MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS
CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE
CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT
CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE
AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE
SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSION6 CCD #6 JSB 07/30/21
UTILITY NOTES
R-418512
6
09/14/2021
Scott Warlick 8/30/2021
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SUPERCENTER
#02516-249
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before you dig.
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONEROSION AND SEDIMENT CONTROL PLAN
R-418513
EROSION AND SEDIMENT CONTROL NOTES
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION
MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY,
THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF
ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED
FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING
REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER
GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE
ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO
POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND
AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE
PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN
ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL
(RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE
CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE
DURATION OF CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE
REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD
RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS
TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH
DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT
SEDIMENT FROM ENTERING WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED
CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE
GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS
CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.
7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND
CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO
SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL
BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR
CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC
BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN
STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC
BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE
RUNOFF SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS
TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT
MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE
PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION
AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE
MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND
WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF
STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR
STORMWATER FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER
FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH)
OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE
IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING,
MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON
SWDM.
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER
1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION,
SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF
ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND
MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER
THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS
DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE
RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL
CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY
TO ENSURE FULLY FUNCTIONING CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH
BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO
PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE
DOWNSTREAM SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING
BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE
ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION
AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE
ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE
FINAL GRADE OF THE PERMANENT FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR
ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE
CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND
COMPACTION DURING CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS
SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN
PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED
WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS
TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE
SUBMITTED TO THE CITY FOR REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO
PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL
BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS
SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF
THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A
MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE
THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION
CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL
ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
08/24/2021
Scott Warlick 8/30/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
WALMART PICKUP EXPANSIONR-418514
EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS
TEMPORARY CONTROL MEASURES
SITE CONSTRUCTION
STORM FACILITIES
STRIP & STOCKPILE TOPSOIL
FOUNDATION / BUILDING CONSTRUCTION
TEMPORARY CONSTRUCTION EXITS
SEDIMENT CONTROL BASIN(S)/TRAP(S)
FINISH GRADING
LANDSCAPING/SEED/FINAL STABILIZATION
PERMANENT CONTROL STRUCTURES
ROUGH GRADING
DEC
NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE
SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE
MAYFEBJANMARAPR SEP JULJUN AUG OCT NOV FEBJAN MAR MAYAPR JUNCONSTRUCTION SEQUENCE
1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION.
2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE.
DECSEP JUL AUG OCT NOV
20"20"ADHESIVEADHESIVEADHESIVE
ADHESIVE
N.T.S.
FILTERED
WIRE MESH
CONCRETE BLOCKS
AGGREGATE
FINISHED GRADE
RUNOFF
SEE NOTE 2
GRATED INLET
WATER
NOTES:
1.PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT
BLOCKS ABUTTING.
2.HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. MIN. HEIGHT OF BARRIER SHALL BE 12" AND MAX.
HEIGHT SHALL BE 24".
3.PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
4.THE AGGREGATE SHALL BE 3/4"-2" ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO
FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
CONCRETE BLOCKS
GRATED INLET AGGREGATE
WIRE MESH
MAINTENANCE NOTES:
1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING
INSERT-TYPE DEVICE) OR UPGRADIENT OF THE INLET.
2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON
DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY.
3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT MAY
CAUSE DOWNSTREAM FLOODING.
4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS,
ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS
OCCURRED.
5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR
DETERIORATION.
SOURCE BOX
WIRE MESH
CURB INLET
CURB
CONCRETE
BLOCKS
GUTTER
N.T.S.
NOTES:
1.PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF CURB INLET ON THEIR SIDES, WITH ENDS OF
ADJACENT BLOCKS ABUTTING.
2.HEIGHT OF BARRIER VARIES. USE STACKS OF 4", 8", OR 12" BLOCKS. TOP OF BARRIER MUST BE LOWER THAN TOP
OF CURB ELEVATIONS ADJACENT TO INLET. MAX. HEIGHT SHALL BE 24".
3.PLACE HARDWARE CLOTH/WIRE MESH W/ MAX. 1/2" OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS.
4.THE AGGREGATE SHALL BE 3/4" - 2" ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT
TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET.
5.IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH AGENCIES HAVING JURISDICTION
AND WITH CEC.
AGGREGATE
MAINTENANCE NOTES:
1.INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF
USING INSERT-TYPE DEVICE) OR UPGRADIENT OF THE INLET.
2.REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY
UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING
BUSINESS DAY.
3.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW-RATES THAT
MAY CAUSE DOWNSTREAM FLOODING.
4.CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM
BMPS, ADJACENT SLOPES, ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION
DEVICES HAS OCCURRED.
5.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
UNDERMINING OR DETERIORATION.
CONCRETE GUTTER
CURB INLET
FILTERED WATER
MAINTAIN ACCESS TO COVER
FOR INSPECTION
SUB-GRADE
CONCRETE BLOCKS
AGGREGATE24" MAX.WIRE MESH
08/24/2021
Scott Warlick 8/30/2021
XX X X X
XXXXXTRASHENCL.VANC C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
VANVANA
A
A ASTSSTSSTSSTSSTSSTSSTSSTSSTSSTSS
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SD
SD
1 2
3
1 inch = 50 ft.
( IN FEET )
GRAPHIC SCALE
050 50 100 20025EXISTING PLANT LEGEND
EXISTING DECIDUOUS
TREES TO BE REMOVED
EXISTING DECIDUOUS
TREES TO REMAIN
TO REMAIN TO REMOVE
=3=117
TREE REMOVAL LEGEND
1
COMMON NAMESCIENTIFIC NAMETREE
NUMBER CONDITION
GOOD
2 GOOD
3
LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM
CALIPER
INCHES
7"-8"
6"-7"
OTHER COMMENTSACTION
REMOVE
LOCATION AND SIZE TO BE VERIFIED
1.USE RENTON, WASHINGTON TREE PROTECTION CODE (IF AVAILABLE). TREE
PROTECTION NOTES BELOW SHALL BE USED FOR FURTHER INTEGRATION.
2."PROTECTED ZONE" FOR EXISTING TREES: BEFORE BEGINNING ANY
DEMOTION OR CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL
INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN THE
CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE
INSTALLED NO CLOSER TO THE TREE THAN THE EDGE OF THE TREE'S
PROTECTED ZONE, GENERALLY DEFINED AS THE AREA BEGINNING FIVE FEET
OUTSIDE OF THE TREE'S DRIPLINE AND EXTENDING TOWARDS THE TREE (OR
AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE FENCING SHALL BE
OF A MATERIAL AND HEIGHT ACCEPTABLE TO THE LANDSCAPE ARCHITECT.
ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS
"PROTECTED ZONE" NOR SHALL THEY BE ALLOWED TO STORE OR DUMP
FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING
TRENCHING, SHALL BE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS
DESCRIBED BELOW. THE FENCING SHALL REMAIN AROUND EACH TREE TO BE
SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS.
3.TEMPORARY MULCH: TO ALLEVIATE SOIL COMPACTION IN ANTICIPATED
AREAS OF HIGH CONSTRUCTION TRAFFIC, AND ONLY WHERE FENCING
CANNOT BE SET FIVE FEET OUTSIDE OF THE DRIPLINE, THE CONTRACTOR
SHALL INSTALL A LAYER OF MULCH, 9"-12" THICK, OVER ALL EXPOSED EARTH
FROM THE TREE TRUNK TO 5' OUTSIDE OF THE DRIPLINE. THIS LAYER SHALL
BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. WHEN PLANTING
OPERATIONS ARE COMPLETED, THE MULCH SHALL BE REDISTRIBUTED
THROUGHOUT ALL PLANTING AREAS IN A 3" THICK "PERMANENT" MULCH
LAYER.
4.NECESSARY WORK: WHEN IT BECOMES NECESSARY TO ENTER THE
"PROTECTED ZONE", SUCH AS FOR FINE GRADING, IRRIGATION INSTALLATION,
AND PLANTING OPERATIONS, THE CONTRACTOR SHALL STRICTLY ADHERE TO
THE FOLLOWING RULES:
A.EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE
AROUND PROTECTED TREES IN AS WIDE AN AREA AS POSSIBLE.
B.TRENCHING WITHIN THE PROTECTED ZONE OF EXISTING TREES SHALL
BE PERFORMED BY HAND, AND WITH EXTREME CARE NOT TO SEVER
ROOTS 1-1/2" IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2" IN
DIAMETER AND LARGER ARE ENCOUNTERED, THE CONTRACTOR SHALL
TUNNEL UNDER SAID ROOTS. EXPOSED ROOTS THAT HAVE BEEN
TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT
MOIST WHILE THE TRENCH IS OPEN.
C.WHERE ROOTS 1-1/2" IN DIAMETER OR LARGER MUST BE CUT DUE TO
EXTENSIVE GRADE CHANGES, THOSE ROOTS MUST BE EXPOSED BY
HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT
HEAL PROPERLY, AND MAY LEAVE THE TREE OPEN TO PESTS AND
PATHOGENS.
D.WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM
PREVIOUS CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL
MAKE EVERY EFFORT TO CONFINE HIS TRENCHING OPERATIONS TO
THE PREVIOUSLY-CREATED TRENCHES, WHILE ADHERING TO THE
CONDITIONS SET FORTH IN 3B.
4.POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND
ARBORIST SHOULD ANY POTENTIAL CONFLICTS ARISE BETWEEN THESE
SPECIFICATIONS AND/OR LARGE ROOTS ENCOUNTERED IN THE FIELD, AND
CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT TAKE ANY
ACTION IN SUCH CONFLICTS WITHOUT THE ARBORIST'S WRITTEN APPROVAL.
THE ARBORIST SHALL HAVE FINAL AUTHORITY OVER ALL METHODS
NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING
TREES.
5.PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS
REQUIRING PRUNING. PRUNE TREES ACCORDING TO INTERNATIONAL
SOCIETY OF ARBORICULTURE / ANSI A300 STANDARDS:
A.REMOVE ALL DEAD WOOD.
B.PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY,
INCLUDING THE NEED TO ELIMINATE DISEASED OR DAMAGED GROWTH,
ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE THE
POTENTIAL FOR WIND TOPPLING OR WIND DAMAGE, OR TO MAINTAIN
GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE MORE THAN 25% OF
ANY TREE'S LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE
ONLY TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300
STANDARDS, AND ONLY UNDER THE DIRECT SUPERVISION OF A
CERTIFIED ARBORIST.
C.FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA.
EXTREMELY FLUSHED CUTS WHICH PRODUCE LARGE WOUNDS SHALL
NOT BE MADE.
D.ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AS TO
PROMOTE THE NATURAL GROWTH AND SHAPE OF EACH TREE SPECIES.
E.IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO,
"TOPPING", "TIPPING", "HEADING BACK", "DEHORNING", AND
"LIONTAILING" WILL NOT BE ALLOWED. THE CONTRACTOR SHALL PAY
FOR ALL WORK NECESSARY TO CORRECT SUCH PRUNING WHEN
PERFORMED BY HIS CREWS OR SUBCONTRACTORS.
F.SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION, THE
CONTRACTOR SHALL CONTACT THE ISA AT (217) 355-9411 FOR A COPY
OF THE ANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE
TO THE METHODS AND PRACTICES SET FORTH IN THIS DOCUMENT.
6.LANDSCAPE AND IRRIGATION (NATIVE TREES ONLY): ANY FUTURE
LANDSCAPE AND IRRIGATION SHOULD ADHERE TO THE FOLLOWING
GUIDELINES:
A.NO IRRIGATION OR PLANTING SHOULD OCCUR CLOSER THAN 8'-10'
FROM THE TRUNK.
B.WHERE IRRIGATION DOES OCCUR WITHIN THE PROTECTED ZONE, DRIP
IRRIGATION SHOULD BE USED WHEREVER POSSIBLE. ADDITIONALLY,
ONLY PLANTS WITH LOW WATER NEEDS SHOULD BE PLANTED WITHIN
THE PROTECTED ZONE, SPACED FAR APART WHERE CLOSE TO THE
TREE. PLANTS MAY BE SPACED CLOSER TOGETHER NEAR THE EDGE
OF THE PROTECTED ZONE.
TREE PROTECTION NOTES:
REMOVE
REMOVE LOCATION AND SIZE TO BE VERIFIED
LOCATION AND SIZE TO BE VERIFIED
LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM
LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM 6"-7"GOOD
5
PARKING LANDSCAPE CODE
PARKING LOTS WITH 100
STALLS OR MORE MUST
CONTAIN 35 SF PER SPACE
PROPOSED STALLSCODE
825 STALLS
REQUIRED AREA
825 STALLS
x 35 SF
28,875 SF REQUIRED
PROPOSED PARKING LOT LANDSCAPE AREA
29,311 SF
LANDSCAPE PLAN
R-418515TED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
NOT FOR
CONSTRUCTION
XXXXXXXXXXXSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSS
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STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS
STS
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STS
STSSTSSTSSTSSTSWWWWW W W W
WW W W W W W W
W
WGGGGGGGGGG
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GGGGGGGGGGGGGEXIS
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A
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SDUE
UE UEWWWWWWWW W W W W W W W W
SD
SD
W
8-RORU
ROCK MULCH TYP.
4-RORU
ROCK MULCH
TYP.
1 inch = 20 ft.
( IN FEET )
GRAPHIC SCALE
020 20 40 8010
5
6
7
4
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING
TREE.
2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE
ROOTBALL THAT COVERS THE ROOT FLARE. THE
PLANTING HOLE DEPTH SHALL BE SUCH THAT THE
ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 3"-5" ABOVE FINISH GRADE.
3.CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING
TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL
NYLON TIES, TWINE, ROPE, AND OTHER PACKING
MATERIAL. REMOVE ALL BURLAP FROM AROUND
ROOTBALL.
4.TREE WRAP IS NOT TO BE USED ON ANY NEW
PLANTINGS, EXCEPT IN LATE FALL PLANTING
SITUATIONS, AND ONLY THEN AFTER CONSULTATION
WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING
TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR
BRANCH.
5.REMOVE ALL NURSERY STAKES AFTER PLANTING.
6.FOR TREES OVER 3" CALIPER, USE THREE STAKES OR
DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND
TREE.
7.DO NOT ALLOW AIR POCKETS TO FORM WHEN
BACKFILLING.
1
2
3
TREE CANOPY.
NYLON TREE STRAPS AT ENDS OF WIRES -
SECURE TO STAKE OR DEADMEN WITH NAILS.
12 GAUGE GALVANIZED WIRE. SECURE TO
TRUNK JUST ABOVE LOWEST MAJOR
BRANCHES.
PRESSURE-TREATED WOOD STAKE, 2" DIA.
EXTEND STAKES 12" MIN. INTO UNDISTURBED
SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMEN, TWO
PER TREE (MIN.). BURY OUTSIDE OF
PLANTING PIT AND 18" MIN. INTO
UNDISTURBED SOIL.
WOOD MULCH TREE RING 3' DIA MIN. TYPE
AND DEPTH PER PLANS. DO NOT PLACE
MULCH WITHIN 3" OF TRUNK.
FINISH GRADE. SEE PLANTING PLAN FOR
GROUND COVER TREATMENT
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL-SEE NOTE 3, THIS DETAIL
UNDISTURBED NATIVE SOIL
TRUNK FLARE.
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
1
5 6
INTERIOR TREE PLANTING DETAIL
SCALE: NOT TO SCALE2
EVERGREEN
TREE
DECIDUOUS
TREE
1
2
5
7
8
9
10
11
12
3
4
6
3X ROOTBALL DIA.
13
13 SOFT VELCRO, OR OTHER FABRIC WRAP
14
14 CENTRAL LEADER, SEE PLANTING NOTES
MIN. 2 X ROOTBALL
DIAMETERTHAN ROOTBALL4" MIN. TYP.MIN. 6" DEEPER6" MIN.
1
3
4
5
6
FINISH GRADE. SEE PLANTING
PLAN FOR GROUND COVER
TREATMENT
PLANT ROOT BALL. SET TOP
ROOTBALL 2" ABOVE ADJECENT
GRADE. IN BERMED AREAS SET
ROOTBALL 2" ABOVE LOWER
ADJECENT GRADE - INSTALL
WATER RING (2 - 3" HT.)
BACKFILL MIX (PER PLANTING
SPECIFICATIONS). AMEND AND
FERTILIZE ONLY AS
RECOMMENDED IN SOIL
FERTILITY ANALYSIS. JET
BACKFILL WITH WATER TO
ELIMINATE VOIDS.
UNDISTURBED NATIVE SOIL.
COMPACTED BACKFILL MIX (75%).
1
2
3
4
5
6
SHRUB AND PERENNIAL DETAIL
SCALE: NOT TO SCALE1
2 SHREDDED BARK MULCH, 3" MIN.
DEPTH, ROUGHLY THE EXTENTS
OF ROOTBALL
1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED AREAS, AND
IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE
CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY
PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.
2.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A NEAT, CLEAN, AND HEALTHY CONDITION FOR
A PERIOD OF 90 DAYS. THIS SHALL INCLUDE PROPER PRUNING, MOWING AND AERATION OF LAWNS, WEEDING,
REPLACEMENT OF MULCH, REMOVAL OF LITTER, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. IRRIGATION
SHALL BE MAINTAINED IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO
MAXIMIZE WATER CONSERVATION. IF SITE OPENS DURING WINTER, TO AVOID FREEZE DAMAGE ON PLANTINGS, THE
90 DAYS SHOULD BEGIN AFTER ACCEPTANCE OF THE WORK.
3.DURING THE LANDSCAPE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE
DRAINAGE AWAY FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE MINIMUM SLOPE SPECIFIED IN THE
GEOTECHNICAL REPORT. LANDSCAPE AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR PONDING SHALL BE
REPAIRED TO ELIMINATE PONDING POTENTIAL AND BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY
CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE
NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION
OF THE LANDSCAPE ARCHITECT AND OWNER.
LANDSCAPE GUARANTEE AND MAINTENANCE
PLANTING NOTES
GENERAL
1.ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, STANDARDS, AND SPECIFICATIONS.
2.LANDSCAPE DESIGN IS DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY
CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLANT QUANTITY AS SHOWN
ON THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. MINOR ADJUSTMENTS TO
THE LANDSCAPE MATERIAL AND LOCATIONS MAY BE PROPOSED FOR CITY CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO
RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER, THERE SHALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS.
3.CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR
ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. THIS DRAWING IS PART OF A COMPLETE SET OF CONTRACT
DOCUMENTS. UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL
LOCATIONS OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND DOCUMENTS.
4.ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE
EQUIPMENT.
5.THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS "TO REMAIN". ANY SUCH PLANTS
DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE CONTRACTOR'S OWN
EXPENSE, AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS APPLICABLE).
6.LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE
GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES
TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CITY. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED.
7.ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED AND CLEANED OUT PRIOR TO INSTALLATION OF TOPSOIL, TREES, SHRUBS,
AND TURF.
8.FOR ALL INFORMATION ON SURFACE MATERIAL OF WALKS, DRIVES, AND PARKING LOTS, SEE THE SITE PLAN. SEE PHOTOMETRIC PLAN FOR
FREE STANDING LIGHTING INFORMATION.
9.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION.
10.WINTER WATERING SHALL BE AT THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL ACCEPTANCE IS RECEIVED.
11.ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET
FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE WASHINGTON LANDSCAPE CONTRACTORS ASSOCIATION.
12.LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.
FINISH GRADING AND SOIL PREPARATION
13.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE
AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF
POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD
ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL
CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER.
14.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, IT IS RECOMMENDED THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN
ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: GENERAL SOIL FERTILITY, PH, ORGANIC MATTER CONTENT, SALT (CEC),
LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF
SOIL. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL
REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL
PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL
ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.
15.THE CONTRACTOR SHALL RECOMMEND INSTALLATION OF SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT FOR THE THE
OWNER/OWNER'S REPRESENTATIVE CONSIDERATION.
16.AT A MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH NITROGEN STABILIZED ORGANIC AMENDMENT COMPOST AT A RATE OF 5.0 CUBIC
YARDS AND AMMONIUM PHOSPHATE 16-20-0 AT A RATE OF 15 POUNDS PER THOUSAND SQUARE FEET OF LANDSCAPE AREA. COMPOST
SHALL BE MECHANICALLY INTEGRATED INTO THE TOP 6" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING. GROUND COVER &
PERENNIAL BED AREAS SHALL BE AMENDED AT A RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED
ORGANIC AMENDMENT AND 10 LBS. OF 12-12-12 FERTILIZER PER CU. YD., ROTOTILLED TO A DEPTH OF 8". NO MANURE OR ANIMAL-BASED
PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS.
PLANTING
17.ALL DECIDUOUS TREES SHALL HAVE FULL, WELL-SHAPED HEADS/ALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND;
UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE
ALL DAMAGED TWIGS AFTER PLANTING.
18.ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED
UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN
ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF
DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE
ACCEPTABILITY OF PLANT MATERIAL.
19.ALL TREES SHALL BE GUYED AND WOOD STAKED AS PER DETAILS. NO 'T-STAKES' SHALL BE USED FOR TREES.
20.ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY, AND FREE OF INJURY, BROKEN ROOT BALLS, PESTS, AND
DISEASES, AS WELL AS CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE "AMERICAN STANDARD FOR NURSERY STOCK".
FOLLOW GREENCO TREE PLANTING RECOMMENDATIONS FOR MINIMUM QUALITY REQUIREMENTS FOR TREES.
21.ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
22.ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN
GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD.
23.ALL PLANT MATERIAL SHALL NOT BE PLANTED PRIOR TO INSTALLATION OF TOPSOIL.
24.ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR BUILDING
FOUNDATIONS. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES, AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER
EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND 1/2 INCH ABOVE THE FINISHED GRADE OF
ADJACENT LAWN OR MULCH AREAS. COLOR: GREEN.
25.THE DEVELOPER, HIS SUCCESSOR, OR ASSIGNEE SHALL BE RESPONSIBLE FOR ESTABLISHING AND CONTINUING A REGULAR PROGRAM OF
MAINTENANCE FOR ALL LANDSCAPED AREAS. SEE LANDSCAPE GUARANTEE AND MAINTENANCE NOTE.
26.A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS.
27.LANDSCAPE CONTRACTOR TO SUBMIT SAMPLES OF MISCELLANEOUS LANDSCAPING MATERIALS TO THE LANDSCAPE ARCHITECTS AND
OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IE.; MULCH, EDGER, LANDSCAPE FABRIC, ETC.
MULCHING
28.AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL A MINIMUM 4" THICK LAYER OF MULCH AS SPECIFIED IN THE
PLANTING LEGEND. INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH
BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE CONTAINER SIZE OF THE SHRUBS,
PERENNIALS, AND ORNAMENTAL GRASSES. TREE RING SIZE SHALL BE GREEN INDUSTRIES OF WASHINGTON INDUSTRY STANDARD WIDTH.
29.ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A LOCAL SOURCE.
30.INSTALL DEWITT PRO-5 WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE
FABRIC SHALL BE USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE SPECIFIED.
31.ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED.
32.ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT 1 CUBIC
FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH
SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4:1 OR STEEPER, OR AS OTHERWISE DENOTED ON THE
PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED.
33.ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS. NETTING SHALL
BE #CT-125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS.
SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PLAN.
CAUTION
UTILITIES EXIST WITHIN CONSTRUCTION
LIMITS. CONTRACTOR IS RESPONSIBLEFOR IDENTIFYING THEIR LOCATION
PRIOR TO CONSTRUCTION.
1.THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY
PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR PRIVATE
AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY
CONSTRUCTION.
2.THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS,
SPECIFICATIONS, ADDITIONAL DRAWINGS, AND EXHIBITS. UNDER NO
CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION
PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON
SITE, AND REVIEWING ALL RELATED DOCUMENTS.
3.THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON
THE ENGINEERING DRAWINGS FOR THIS PROJECT. THE MOST CURRENT
REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND
UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR
TO ANY CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES
EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED
BY A REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE
LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN
RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE
INDICATED PLANT MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD
THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE MENTIONED
DOCUMENTS.
UTILITY NOTES
5
LANDSCAPE PLAN
R-418516TED-40-4185WALMART #2516
WALMART SUPERCENTER PICKUP EXPANSION
CONSTRUCTION DOCUMENTS
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CONSTRUCTION