HomeMy WebLinkAboutEx03_Plan_DrawingsREMOVE 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 VAULT 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 RELOCATED. (SEE UTILITY PLAN)
EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED.
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 OGP PICKUP STALL STRIPING (SEE SITE DETAILS).
PROPOSED OGP PICKUP STALL SIGNAGE ANGLED AT 45° AS SHOWN ON PLAN ON BOLLARD OR
ATTACHED TO CANOPY COLUMN AS SHOWN. (SEE SITE DETAILS).
PROPOSED CURB AND GUTTER (SEE SITE DETAILS).
PROPOSED OVERHEAD OGP CANOPY (SEE ARCHITECTURAL PLANS).
PROPOSED CANOPY COLUMN AND FOOTING (SEE ARCHITECTURAL PLANS).
PROPOSED SAFETY YELLOW 42" FLEXIBLE PLASTIC BOLLARD. GC TO ORDER FROM IMPACT RECOVERY
SYSTEMS, INC. AT 210-736-4477 OR SIMILAR.
BORING FOR CONDUIT THROUGH ASPHALT.
PROPOSED 2' O.C. YELLOW STRIPING AT 45°.
PROPOSED LOCATION FOR EXISTING LIGHT POLE AND FIXTURE TO BE RELOCATED. (SEE UTILITY PLAN)
PROPOSED PAVEMENT MARKING. (SEE SITE DETAILS)
PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PLANS)
PROPOSED CONCRETE PAVEMENT. (SEE SITE DETAILS)
PROPOSED ASSOCIATE CROSSWALK. (SEE SITE DETAILS)
PROPOSED BOLLARD WITH MOUNTED PEDESTRIAN CROSSING SIGN (SEE SITE DETAILS)
PROPOSED CANOPY COLUMN FOR ELECTRICAL CONNECTION (SEE UTILITY PLAN)
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 CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
SEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATED
PARKING STALL MODIFICATIONS.
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE AND LIMITS OF REMOVAL
PROPOSED OGP CANOPY
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X X
1 inch = 30 ft.
( IN FEET )
GRAPHIC SCALE
030 30 60 12015
Y
KEY MAP
NOT TO SCALE
SITE
30
31
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.
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.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION
AT THEIR COST.
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.
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.
SITE NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY
REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS 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,
REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN
BASE BID.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS
OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES,
STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL
WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM
A SURVEY BY A LAND SURVEYOR.
8. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS".
SWPPP NOTES
CONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT
FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION.
CONTRACTOR SHALL UTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.)
AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS.
DEMOLITION NOTES
1. 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 THE
IMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE
MATERIAL 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. THE
CONTRACTOR 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. THE
CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY
COMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS
RESPONSIBLE 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 ARE
GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START
OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTING
UTILITIES.
5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT
MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO
ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE
WORK. 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 BE
COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH
THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO
EXISTING 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 BEST
MANAGEMENT PRACTICES) AS APPROVED BY CITY AND OWNER. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE EXISTING FACILITIES
TO REMAIN, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR
MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.DAMAGE TO ALL EXISTING
CONDITIONS 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 CONSTRUCTION
PLANS, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S
REMOVAL AND REPAIR.
9. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN
OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY
COMPANIES PRIOR TO BEGINNING CONSTRUCTION.
10. ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS
WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL
EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF
ANY 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 EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES
SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY
BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT
AFFECTED 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 COMMENCING
WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE
ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO
CONSTRUCTION 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 ALL
OSHA PERFORMANCE CRITERIA.
14. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS
EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS
SHALL 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 ANY
STOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-APPROVED BY THE ENGINEER AND OWNER
PRIOR TO STOCKPILING.
16. QUANTITIES SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTRACTOR SHALL
VERIFY QUANTITIES NECESSARY TO DEMO FACILITIES SHOWN.
17. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. REFERENCE
ARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION.
PARKING INFORMATION
**TOTAL PARKING PROVIDED TOTAL PARKING RATIO
BUILDING SQ. FT.SPACES SPACES
APPROX. 143,523 SF
(EXISTING)837 SPACES (EXISTING)5.83/1,000 SF OF BUILDING AREA
APPROX. 144,877 SF
(PROPOSED)822 SPACES (PROPOSED)5.67/1,000 SF OF BUILDING AREA
PROPOSED PARKING INCLUDES 10 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 OGP PARKING STALLS TO BE A MINIMUM OF 10'X20' (12' O.C.). PICKUP STALLS TO MATCH TYPICAL DIMENSIONS SHOWN
ON PLAN.
SITE PLAN SCHEDULE NOTES
SITE LEGEND
SHEET
JOB No.
SCALE
DATE
CHECKED
DRAWN
REVISIONS BY
RHA002516.20
05/11/20
AS NOTED
JES
DMP
H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\CADD\3 CD\RHA2516_C1 - Demo and Site Plan - 2019-02-11 - Ryan James
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RECEIVED
06/09/2020
amorganroth
PLANNING DIVISION
EXHIBIT 3
DocuSign Envelope ID: 1C3D0486-3D78-416B-94DE-E64EA6106C25
1
2
2
1
1
1 inch = 60 ft.
( IN FEET )
GRAPHIC SCALE
060 60 120 24030
PROPOSED OGP PICK-UP SIGNAGE, RIGHT. SEE DETAIL SHEET C3.
PROPOSED OGP 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
1
2
H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\CADD\3 CD\RHA2516_C2 - Site Signage Plan - 2019-02-11 - Ryan James
SHEET
JOB No.
SCALE
DATE
CHECKED
DRAWN
REVISIONS BY
RHA002516.20
05/11/20
AS NOTED
JES
DMPNOTFORCONS TRUCTIONDocuSign Envelope ID: 1C3D0486-3D78-416B-94DE-E64EA6106C25
FINISH LEGEND
P76 WALMART BLUE
P5E SAFETY YELLOW
SIGNS FURNISHED BY
WALMART ATTACH 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
NTD: Use if AHJ does not
allow Spark
3.00 SF
1.00 SF
4.50 SF
1.00 SF
3.00 SF
Parking Stall Placard
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"MAXTYPICAL 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.
P.C.CONC.
12"
SHEET
JOB No.
SCALE
DATE
CHECKED
DRAWN
REVISIONS BY
RHA002516.20
05/11/20
AS NOTED
JES
DMP
H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\CADD\3 CD\RHA2516_C3-C4 - City Standard Details - 2019-02-11 - Ryan James
PAINTED TRAFFIC
WHITE
6" TYP
2'-0" TYP
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.EDGEOFTRAVELWAYPAVED 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
EDGEOFTRAVELWAY4'-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"VARIESDEPENDINGONCURBRADIUS4'-0"
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)4'-0"VARIESDEPENDINGONCURBRADIUSLAYOUT 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 PLAN
LAYOUT 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
GROUND
NOTE:
SIGNS SHALL HAVE
DIAMOND GRADE, ASTM
TYPE XI, SHEETING.
10'-0"
TYP
G.C. TO SEAL COAT
STRIPING PER SPEC
SECTION 02787
℄℄
2'-0"
TYP
12'-0"
TYP
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.
DocuSign Envelope ID: 1C3D0486-3D78-416B-94DE-E64EA6106C25
ARROWS SHALL BE
PAINTED , TYPSEE SITE PLAN FOR
TYPE OF ARROW
(RIGHT, LEFT OR
AHEAD)
P126
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
SHEET
JOB No.
SCALE
DATE
CHECKED
DRAWN
REVISIONS BY
RHA002516.20
05/11/20
AS NOTED
JES
DMP
H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\CADD\3 CD\RHA2516_C3-C4 - City Standard Details - 2019-02-11 - Ryan James
UTILITY TRENCH DETAIL
NTS
PLAN VIEW
SECTION A-A
A
CONCRETE SIDEWALK
B
B
A
SECTION B-B
DocuSign Envelope ID: 1C3D0486-3D78-416B-94DE-E64EA6106C25
27.05 26.97
TBC27.47 FL26.97
FFE27.55
TBC27.47 FL26.978.33%3.01%2.62%3.60%27
FFE27.55
27.55
2.00%
FFE27.55
SHEET
JOB No.
SCALE
DATE
CHECKED
DRAWN
REVISIONS BY
RHA002516.20
05/11/20
AS NOTED
JES
DMP
KEY MAP
NOT TO SCALE
ME
30.00
25
27
29
FL
TBC
FFE
1 inch = 20 ft.
( IN FEET )
GRAPHIC SCALE
020 20 40 8010
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.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION
AT THEIR COST.
GRADING NOTES
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR
MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS
SHOWING OTHERWISE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY
DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BID.
3. CONTRACTOR MUST OBTAIN ALL STATE AND CITY STORM WATER DISCHARGE AND EROSION
CONTROL PERMITS PRIOR TO ANY DISTURBANCE AND/OR GRADING ACTIVITY.
4. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.
5. EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS.
6. PROPOSED GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS.
7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND//OR REPLACE THE EXISTING
STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA
OR APPLICABLE STATE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE
ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS,
SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION.
THIS APPLIES TO WALMART BUILT PROJECTS ONLY.
9. CONTRACTORS SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO
ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
10. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
NATURAL AND PAVED AREAS.
11. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND
SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN
ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR
EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER
FOR REVIEW.
12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR
STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH
GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.
13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
14. GC TO MAINTAIN EGRESS PATH AND FIRE LANE DURING CONSTRUCTION WHEN WORK IS NOT
BEING CONDUCTED. LIMIT DISRUPTION OF EXIT AND FIRE LANE DURING CONSTRUCTION. IF
WORK REQUIRES THE BLOCKAGE OF THE DOOR OR FIRE LANE, NOTIFY THE STORE
MANAGER AND COORDINATE WITH THE FIRE DEPARTMENT.
15. THIS DESIGN IS BASED ON A PREVIOUS SOIL AND FOUNDATION INVESTIGATION. A COPY OF
THIS REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTORS.
16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE
SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION.
17. GENERAL CONTRACTOR TO PROVIDE BARRICADE PROTECTION WITH FLASHING LIGHTS
AROUND ALL FOOTINGS, EXCAVATIONS AND ALL OFFSITE WORK.
18. CONTRACTOR RESPONSIBLE FOR ALL WORK NECESSARY FOR FINAL ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY, INCLUDING BUT NOT
LIMITED TO AS-BUILT DRAWINGS, INSPECTIONS, TESTING REPORTS AND CERTIFICATIONS.
19. ELEVATIONS FOR THE SITE WERE ESTABLISHED USING NAVD88 VERTICAL DATUM.
GRADING LEGEND
OGP ENTRANCE/EXIT ENLARGMENT
SCALE: 1" = 5'
H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\CADD\3 CD\RHA2516_C5 - Grading Plan - 2019-02-11 - Ryan James
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
PROPOSED OGP CANOPY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
MATCH EXISTING
FLOWLINE
TOP BACK OF CURB
FINISHED FLOOR ELEVATION
X X
Y
SD
DocuSign Envelope ID: 1C3D0486-3D78-416B-94DE-E64EA6106C25
SHEET
JOB No.
SCALE
DATE
CHECKED
DRAWN
REVISIONS BY
RHA002516.20
05/11/20
AS NOTED
JES
DMP
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.
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 RELOCATED. SALVAGE
EXISTING HYDRANT AND REUSE.
PROPOSED 45° BEND W/ THRUST BLOCK PER CITY OF RENTON
STANDARDS AND DETAILS.
PROPOSED 12"x12"x6" TEE W/ THRUST BLOCK PER CITY OF RENTON
STANDARDS AND DETAILS.
PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARDS
AND DETAILS. REUSE EXISTING HYDRANT.
PROPOSED 12" WATER MAIN PER CITY OF RENTON STANDARDS AND
DETAILS.
PROPOSED LOCATION OF RELOCATED SITE LIGHT.
PROPOSED UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO BORE
NEW LINE FROM EXISTING LIGHT POLE LOCATION TO PROPOSED NEW
LIGHT POLE.
CONDUIT TO CANOPY. SEE ELECTRICAL PLAN.
EXISTING 15' UTILITY EASEMENT (REC NO. 9704011446)
PROPOSED 15' UTILITY EASEMENT
PROPOSED 10' UTILITY EASEMENT
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 REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
EXISTING WATER MANHOLE TO REMAIN AND BE PROTECTED
THROUGHOUT CONSTRUCTION
EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
EXISTING WATER VALVE TO BE REMOVED
PROPOSED CONNECTION TO EXISTING 12" WATER MAIN
EXISTING STORM SEWER TO BE REMOVED
PROPOSED STORM SEWER PIPE, MATCH EXISTING ROOF DRAIN DIA.
EXISTING FOUNDATION DRAIN TO REMAIN
EXISTING FOUNDATION DRAIN TO BE REMOVED
PROPOSED FOUNDATION DRAIN
CONNECT PROPOSED FOUNDATION DRAIN INTO EXISTING STORM DRAIN.
PROPOSED 4' DIA. MANHOLE.
1
UTILITY PLAN SCHEDULE NOTES
2
3
4
5
6
7
8
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 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.
3. 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.
4. 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). 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.
5. 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).
6. 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.
7. 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.
8. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT.
PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL.
9. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
10. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL
FOR FIRE HYDRANTS, LATEST REVISION.
11. 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.
12. 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.
13. PIGS SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE
CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
14. 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 STANDARD PLANS &
SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI
DURING THE 2 HOUR TEST PERIOD.
15. 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.
16. 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.
17. 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.
18. 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.
H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\CADD\3 CD\RHA2516_C6 - Utility Plan - 2019-02-11 - Ryan James
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 CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE
PROPOSED OGP CANOPY
X X
Y
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 REMAIN
W PROPOSED WATER LINE
STS PROPOSED STORM SEWER TO BE REMOVED
STS PROPOSED STORM SEWER TO REMAIN
29
30
DocuSign Envelope ID: 1C3D0486-3D78-416B-94DE-E64EA6106C25
SHEET
JOB No.
SCALE
DATE
CHECKED
DRAWN
REVISIONS BY
RHA002516.20
05/11/20
AS NOTED
JES
DMP
1 inch = 50 ft.
( IN FEET )
GRAPHIC SCALE
050 50 100 20025
H:\RHA\WA, Renton - RHA002516.20 - 743 Rainier Ave. S\CADD\3 CD\RHA2516_L1.0 - Landscape - 2019-02-11 - Ryan James
EXISTING PLANT LEGEND
EXISTING DECIDUOUS
TREES TO BE REMOVED
EXISTING DECIDUOUS
TREES TO REMAIN
TO REMAIN TO REMOVE
=5=115
TREE REMOVAL LEGEND
1
COMMON NAMESCIENTIFIC NAMETREE
NUMBER CONDITION
GOOD
2 GOOD
3
4
5
LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM
CALIPER
INCHES
7"-8"
6"-7"
3"-4"
6"-7"
OTHER COMMENTSACTION
REMOVE
REMOVE
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
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
LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM
LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM
6"-7"GOOD
GOOD
GOOD
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