HomeMy WebLinkAboutP_Site Plan_Walmart OGP 2_210218_v1.pdfXXXXXXXXXXDYH
IR
EXISTI
N
G
S
T
O
R
A
G
E
XXXXXXXXXXEXISTI
N
G
S
T
O
R
A
G
E
1 2 3 4 5 6
8 9 10 11 12
13 14 15 16 17 18
2019 21 22 23 24
25 26 27 2928 30
31 32 33 34 35
36 37 38 39 40 41
PROPOSED BUILDING EXPANSION
REMOVE 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. BASE TO BE REMOVED AND LIGHT FIXTURE AND
POST 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 (SEE
SITE DETAILS).
PROPOSED CURB AND GUTTER (SEE SITE DETAILS).
PROPOSED OVERHEAD PICKUP CANOPY (SEE ARCHITECTURAL PLANS).
PROPOSED CANOPY COLUMN AND FOOTING (SEE ARCHITECTURAL PLANS).
PROPOSED 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 POST.
PROPOSED PICKUP SIGNAGE, MOUNTED TO WALL.
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
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.
EXISTING ASPHALT TO BE REMOVED
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE AND LIMITS OF REMOVAL
PROPOSED PICKUP CANOPY
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
X X
DEMOLITION PLAN
SITE PLAN
1 inch = 30 ft.
( IN FEET )
GRAPHIC SCALE
030 30 60 12015DYH
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.
R
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".
9.ALL EXISTING UTILITIES SHOWN WITHIN THE CONSTRUCTION LIMITS TO REMAIN
TO BE PROTECTED IN PLACE.
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. 150,158 SF
(EXISTING)837 SPACES (EXISTING)5.57/1,000 SF OF BUILDING AREA
APPROX. 154,705 SF
(PROPOSED)825 SPACES (PROPOSED)5.33/1,000 SF OF BUILDING AREA
PROPOSED 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 STALLS
INDICATED ON PLAN TO MATCH TYPICAL DIMENSIONS SHOWN.
SITE PLAN SCHEDULE NOTES
SITE LEGEND
C1.1
31
32
SD
33
DEMOLITION AND
SITE PLAN
1
1 1
2 2
3
4
4
4
4
5
5 5
5
55
6
7
8
8
10
10
10
10
10
9
9
11
12
13
13
14
14
14
14
15
8
15
15
15
16
17
19
TYP.
TYP.
19 TYP.19 TYP.
19 TYP.
20 TYP.
20 TYP.
18
21 21
22 TYP.
22 TYP.22 TYP.
22 TYP.
22 TYP.
23 TYP.23 TYP.
23 TYP.23 TYP.
24
24
24
39
TYP.
25
26TYP.
27
32
34
3430
31
33
29
PERVIOUS AREAS TABLE
REDUCTION IN PERVIOUS AREAS PROPOSED PERVIOUS AREAS NET PERVIOUS AREA LOSS
1151.50 SF 331.00 SF 820.50 SF
15ADJUST TO GRADE
28
32
35
36
37
38
37 38
36
36 38
35 38
35 38
35 38
39
TYP.
21 24
24 STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
1
A
2 3 4 5 6 7 8 9 10 11
B
C
D
E
F
G
H
I
35
3
1
1
XXX X X X X X X X X X X
XXXXXXXXXXXXXXEXIST
I
N
G
S
T
O
R
A
G
E
1 2 3 4 5 6
8 9 10 11 12
13 14 15 16 17 18
2019 21 22 23 24
25 26 27 2928 30
31 32 33 34 35
36 37 38 39 40 41
2'
10'18'15.12'6.65'
R
1
0
'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'R2'3'3'7'7'12'
\A1;12'
C1.2
SD
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
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.
EXISTING ASPHALT TO BE REMOVED
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE AND LIMITS OF REMOVAL
PROPOSED OGP CANOPY
X X
1 inch = 20 ft.
( IN FEET )
GRAPHIC SCALE
020 20 40 8010DYHKEY MAP
NOT TO SCALE
SITE
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.
R
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 LEGEND
HORIZONTAL
CONTROL PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
HORIZONTAL CONTROL PLAN
1
A
2 3 4 5 6 7
B
C
D
E
F
3
PickupPickupPickupPickup
1
2
2
1 Pickup1
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
1
2
C2
SW 7TH STREET
RAINIER AVENUE S.HARDIE AVENUE SWDIRECTIONAL
SIGNAGE
PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
1
A
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
3
FINISH LEGEND
P76 WALMART BLUE
P5E SAFETY YELLOW
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" MAX\A1;4'-0" MAX
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.
N.T.S.
PICKUP RIGHT
PICKUP AHEAD
PICKUP LEFT
VERTICAL PICKUP
PHONE NUMBER
RESERVED
PICKUP HOURS
STOP THANKS FOR ORDERING
PICKUP RIGHT PHARMACY LEFT
PICKUP LEFT PHARMACY RIGHT
RESERVED WAITING
WAITING SPACES AHEAD
WAITING SPACES RIGHT
WAITING SPACES LEFT
DESCRIPTION DIMENSIONS
18 X 36
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 24
18 X 36
8 X 18
18 X 18
18 X 36
18 X 24
3
2
41
41
41
QUANTITY
PICKUP EXTERIOR SIGN SCHEDULE
%%UPICKUP EXTERIOR SIGN SCHEDULE{\Fsimplex|c0;ALL PICKUP WAY FINDING AND STALL SIGNS ARE WALMART SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA EMAIL TO GETTY THOMAS (Getty.Thomas@walmart.com) AND BRAD KEENER (Bradley.Keener@walmart.com). REQUEST SHALL CONTAIN A DELIVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED PLANS. }
PAVING DETAILS
ASPHALT PAVING
STANDARD DUTY
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"
\A1;12"
PROOFROLL EXPOSED SUBGRADE SOILS.
PLACE MOISURE CONDITIONED, PROPERLY
COMPACTED SUB-BASE PER WAL-MART
SPECIFICATION 02300.
PER SPECIFICATION 02715
NOTE: GUTTER SLOPE TO MATCH
1" MAX. RADIUS
1/2" MIN. RADIUS
TYPE "A" CONCRETE
CURB AND GUTTER
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.
\A1;12"
12/17/04DTCURBA
C3
PAINTED TRAFFIC
WHITE
6" TYP 8" TYP7'-4"2'-0" TYP
{ASSOCIATE PATH DETAIL
N.T.S}
%%U"PICKUP" PARKING STALL DETAIL (AT CANOPY)
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.
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.
\A1;30"
\A1;30"
N.T.S.
{\Fsimplex|c129;\L"PICKUP" SIGNAGE}
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
%%USINGLE POST WITH BOLLARD
%%USIGN LOCATIONS - 60%%D PARKING
%%UPAINTED ENDCAP - 60%%d%%U
%%USIGN LOCATIONS - 90%%D PARKING
%%UPAINTED ENDCAP - 90%%D%%U
%%USQUARE TUBE BREAK AWAY POST
PLAN VIEW PARTIAL ELEVATION
SURFACE
%%USINGLE POST WITH BREAK AWAY POST
%%USIGN LOCATIONS - 60%%D PARKING
%%UCURBED ISLAND - 60%%d%%U
%%USIGN LOCATIONS - 90%%D PARKING
%%UCURBED ISLAND - 90%%d%%U
N.T.S.
{\LSIGN MOUNTING AND BASE}
%%UOR %%UOR
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
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.
\A1;18"%%C\A1;4'-0"\A1;4'-0"\A1;3'-0"\A1;7'-0" (MIN.)GALVANIZED
SQUARE TUBE
USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOWSLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
EDGE OF TRAVEL WAY\A1;4'-0"\A1;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
\A1;12"%%C\A1;27"GROUND SURFACE
\A1;3" MIN. - 4" MAX.5/16" GR. 5
SERRATED
FLANGED NUT5/16" GR. 5
FLANGED BOLT
\A1;4'-0"
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)\A1;4'-0"\A1;VARIES DEPENDING ON CURB RADIUS\A1;4'-0"
NEVER LESS THAN 9'
(UNLESS STOP SIGN IS USED)\A1;4'-0"\A1;VARIES DEPENDING ON 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 30" "STOP" SIGN MOUNTEDTO POST WITH BREAKAWAY POST36" "STOP" SIGN SHALL BEINSTALLED ON POST WITHBOLLARD"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
\A1;4'-0"\A1;4'-0""STOP" SIGN ONLY - ON POST WITH BOLLARD
\A1;4'-0"\A1;4'-0"\A1;4'-0"\A1;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 DETAILSNO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILSNO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILS
%%UDOUBLE POST WITH BREAK AWAY POSTS
GROUND SURFACE
EDGE OF TRAVEL WAYGALVANIZED
SQUARE TUBE
SLOPE TOP
OF CONCRETE
3500 P.S.I. P.C.
CONCRETE BASE
SEE BREAK AWAY
TUBE POST
NOTE:
THE MIN. HEIGHT OF
THE BOTTOM OF THE
LOWEST SIGN SHALL
BE 7'-0"
GROUND
36" STOP SIGN
NOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,AT CROSSWALKS AT INTERSECTIONS AT INTERSECTIONS AT INTERSECTIONSAT CROSSWALKS
SITE DETAILS
(SHEET 1)
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 BACKGROUNDR1-1N.T.S.
30"X30" STOP SIGN
%%UWITHIN PARKING LOTNOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.\A1;30"
\A1;30"STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
3
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
C4
7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT.
1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL
2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE.
3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED
4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF.
5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE
6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL
PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS
%%UTYPICAL ANCHOR BOLT SPACING8 27/32"%%uDETAIL "C"PATTERNSQUARE6 1/4"RADIUS
CONCRETE)
(MAX 1" FROM
LEVELING NUT
GROUNDING LUG WELDEDCOVER REQUIRED
TWO PIECE BOLT
LOCKING WASHER
TO INSIDE OF POLE
NUT
WASHER
12 1/2"
ANCHOR BOLT
BOLT CIRCLE
COPPER #KC20 SERVIT
ATTACHED TO GROUNDING LUG
#4 GROUND CABLE ATTACHED
TO GROUND ROD
NUT AND BOLT OR BURNDY
SCRULUG AND TIN PLATED
BURNDY COPPER #KPA4C
BOLT PROJECTION
5" MIN., 5.5" MAX.
SPECIFICATIONS
BASE PLATE PER
WITH OVERTURNING LOADS".
FILL PER SPECIFICATIONS.
VALUE OF 1000 PSF.
NOTES:
2' BELOW FROST LINE
BARS SHALL BE FIELD TIED.
WELDING NOT PERMITTED.
SUPPORT REINFORCEMENT IN
THE FORMWORK DURING
CONCRETE OPERATION.
ITS PROPER LOCATION FROMVERTICAL AND HORIZONTAL
MANUFACTURER'S
(SEE SITE PLAN FOR
BOLT COVER TYPICAL
%%USECTION "B-B"
ORIENTATION TO BUILDING)
LIGHT FIXTURE ORIENTATION
RECOMMENDATION 12 1/2"2'-0"CONDUIT AS REQUIRED
BASE PLATE BOLT HOLE
POLE BASE PLATE AND
POLE-TO-BASE PLATE WELD
SHALL COMPLY WITH AWS
SPECS. AT TOP AND BOTTOM
%%USECTION "A-A"
BOLT PATTERN PER
OF BASE PLATE ANCHOR
TYP
45%%d
BOLTS
C
#3 TIES AT 16" O.C.4-#8 VERTICAL
REINFORCING
BARS PLACED
ADJACENT TO
ANCHOR BOLTS
8 27/32"HANDHOLE WITH COVER REMOVED
24" DIA. CONCRETE FOUNDATION
0'-3 3/4"
FINISH GRADE
DETAIL "C"2.0'Min.A
4"x 6" MIN.
1'-6" FROM BASE OF POLE.
HAND HOLE WITH COVER
INSTALLATION IN CONCRETEPAVING REQUIRES CONTINUOUS1/2" EXPANSION JOINT MATERIALALL AROUND. SEAL WITH JOINT
SEALER PER SPECIFICATIONS
5/8"x 12' (MIN) COPPERWELD
GROUND ROD CONNECTED TO
EQUIPMENT GROUND WIRE AT
GROUND LUG IN POLE
4-#8x8' (MIN) LONG BARS
EQUALLY SPACED
#3 TIES @ 16" O.C. MAX
3" MINIMUM COVER TYP
\A1;24"
DIAMETERTYP3"MIN\A1;12"MIN\A1;6'-0"5/8"x 12' COPPERWELD GROUND ROD
CONNECTED TO EQUIPMENT GROUND
WIRE AT GROUND LUG IN POLE
CONNECT ALL EQUIPMENT
GROUND CONDUCTORS TO
TEMPORARY CAP ALL CONDUIT
GROUNDING LUG IN POLE
A
30" -36"\A1;12"TYPICAL LIGHTING POLE BASE DETAIL 10/02/07
PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. BV-CAM). REFER SITE PLAN FOR SECURITY POLE LOCATIONS.
JUNCTION BOX (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM), LOCATE BETWEEN TOP AND SECOND TIES
JUNCTION BOX (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM), FLUSH WITH FACE OF LIGHT POLE BASE. LOCATE JUNCTION BOX TOWARDS FRONT OF BUILDING. JUNCTION BOX SHALL BE CARLON PART NUMBER E1212C24 WITH E1212DIV FIELD INSTALLABLE DIVIDER REFER SPECIFICATIONS
(4) ANCHOR BOLTS 1.25" DIA. x 42" LONG x 6" HOOK
1" MIN. LIGHTING CONDUIT
2" SECURITY CAMERA CONDUIT (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM)
TYPICAL LIGHTING POLE BASE DETAIL
N.T.S.
8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE
FOUNDATIONS ARE NOT ACCEPTABLE.
IF SUPPLIED BY
SITE LIGHTING VENDOR
EXISTING SALVAGED POLE. POLE SHALL BE MADE PLUMB WITH LEVELING NUTS.
%%UELEVATION
WAL-MART LIGHT BASE DETAIL
N.T.S.
NOTES:
1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW.
WAL-MART LIGHT BASE10/02/07
TRAFFIC YELLOW (SEE NOTE 1)
N.T.S.
%%UDIRECTIONAL PAVEMENT MARKINGS
SAW CUT EXISTING PAVEMENT (TYP.)
1'
NEW TOP ASPHALT COURSE
NEW BINDER AND BASE ASPHALT COURSE
NEW SUBBASE COURSE
EXTEND NEW TOP COURSE 1 FOOTPAST TRENCH AND OVER EXISTINGBINDER
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
C
PAINTED TRAFFIC YELLOW
ALL PIPES SHALL BE
C
SYM. 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
PIPE BOLLARD
N.T.S.
1'-6"4'-0"8-0"2'-0"
08/17/09
3"MIN.
OVER FOOTING
3" COVER
ANGLE TO ENSURE PROPER DRAINAGE
CONTRACTOR TO MAINTAIN POSITIVE
DOWNSPOUT LEADER FROM BUILDING.
AS NECESSARY TO ACCOMMODATE
CONTRACTOR TO ADJUST ANGLE
{
U.S PAT No. 4365829 CANADIAN PAT. No. 1171114
USE HOLE SAW CORE BITS FOR PVC, RIBBED AND POLYETHYLENE PIPE. USE
DIAMOND CORE BITS FOR CONCRETE, CLAY, D.I. AND FIBERGLASS PIPE.
TOOLS REQUIRED:
1. HAND HELD DRILL WITH HOLE SAWS RECOMMENDED FOR 4" 6" & 8"
INSERTA TEEs. TIE DOWN CORING MACHINE RECOMMEND FOR 10" & 12"
INSERTA TEEs. AND ALL DIAMOND BITES.
2. BITS INSERTA TEE SIZE BITE (HOLE) DIAMETER
4" (100mm). . . . . . . . . . .4 1/2" (112.5mm)
6" (150mm). . . . . . . . . . .6 1/2" (162.5mm)
8" (200mm). . . . . . . . . . .8 3/4" (218.8mm)
10" (250mm). . . . . . . . . .10 7/8" (271.9mm)
12" (100mm). . . . . . . . . .12 7/8" (321.9mm)
3. 6 lb. (2.7kg) HAMMER AND 2" (50mm) x 4" (100mm) BOARD
4. 16 oz. BOTTLE OF INSERTA TEE SOLUTION SUPPLIED WITH ORDER.}
INSERTA TEE INSTALLATION INSTRUCTIONS
%%UROOF DRAIN CONNECTION TO STORM SEWER
SCALES: NOT TO SCALE
IN MAIN LINE.
SLOPE OF PIPE
SHEET FOR ACTUAL
SEE PLAN & PROFILE
{\W0.8;% VARIES}
{
1. CORE THE PROPER SIZE HOLE. SEE BIT DIAMETERS LISTED ABOVE
2. INSERT THE RUBBER SLEEVE INTO THE CORE HOLE WITH THE GOLD
VERTICAL LINE ON THE RUBBER SLEEVE FACING TO THE SIDE OF THE
MAINLINE. THE UPPER SEGMENT SHOULD BE ON TOP OF THE WALL OR
RIB AND THE LOWER SEGMENT (PVC, RIBBED, & POLYETHYLENE PIPE
ONLY) SHOULD BE ON THE INSIDE OF THE PIPE.
3. APPLY THE INSERTA TEE SOLUTION SUPPLIED TO THE INSIDE OF
THE RUBBER SLEEVE AND TO THE OUTSIDE OF THE PVC HUB
ADAPTER. CAUTION! DO NOT USE AN OIL BASED LUBRICANT!
4. PLACE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE. MAKE
SURE THAT THE RED VERTICAL LINE ON THE PVC HUB ADAPTER IS IN
LINE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE.
5. PLACE THE 2x4 BOARD ONTO THE TOP OF PVC HUB ADAPTER.
6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ADAPTER IS A
DEPTH MARK. THIS TELLS THE INSTALLER JUST HOW FAR TO DRIVE
THE ADAPTER INTO THE RUBBER SLEEVE. DRIVE THE PVC HUB
ADAPTER INTO THE RUBBER SLEEVE TO WHERE THE HORIZONTAL
RED LINE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE RUBBER
SLEEVE.
7. PLACE THE STAINLESS BAND AROUND THE TOP OF THE RUBBER
SLEEVE AND TIGHTEN DOWN.
PRIVATE 8" STORM SEWER
DISTANCE OF 45%%D TO TIE IN VARIESWITH ELEVATION OF STORM MAIN
INSERTA TEE INSTALLATION PROCEDURE
{\W0.8;PVC ROOF OR CANOPY DRAINS TO BUILDING (SIZE VARIES)}
{\W0.8;USE INSERTA TEE TO MAKE CONNECTION TO MAIN}
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
%%uPLAN VIEW
%%uSECTION A-A
DTWALKPC
A NOTE: PROVIDE 1/2" EXPANSION
(TYP)NOTE:
CONCRETE SIDEWALK
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'B
4"
4"2"(TYP)
B A
%%uSECTION B-B
PC CONCRETE6"
TYP
(TYP)
2"
SLOPE 1/4" /FT.
SEE SITE PLAN
MAX.
1/2"R(TYP)
AND ALL FIXED OBJECTS
JOINT BETWEEN SIDEWALK
SITE DETAILS
(SHEET 2)STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
3
\W0.7300;CO
\W0.7300;CO
SD
SD
1 2 3 4 5 6
8 9 10 11 12
13 14 15 16 17 18
2019 21 22 23 24
25 26 27 2928 30
31 32 33 34 35
36 37 38 39 40 41XXXXXXXXXXXXXXX
STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
S
T
S
STSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STS
STS
STS
STS
STS
STS STS 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 STS STS STSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
STSSTSSTSSTSSTSEXISTI
N
G
S
T
O
R
A
G
E
SEE OGP
ENTRANCE/EXIT
ENLARGEMENT
THIS SHEET
FFE=27.55
25
25
25
25
2
5
26
262626
26 2626
27
27 27 262
6
27
2627
26 26
26
26
FFE=27.55
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
SEE OGP RAMP
ENLARGEMENT
THIS SHEET
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.
R
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
PICKUP ENTRANCE/EXIT ENLARGMENT
SCALE: 1" = 5'
C5
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 PICKUP CANOPY
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
DYHSD
2.00%
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
PICKUP RAMP ENLARGMENT
SCALE: 1" = 5'
2.00%
EOB
BR
TR
GRADING
PLAN
FFE = 27.55
FFE = 27.55 STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
3
1
A
2 3 4 5 6 7
B
C
D
E
F
XXXXXXXXXXXDYH
W
WV
IR
STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
S
T
S
STSSTSSTSSTSSTS
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 STSSTSSTSSTSSTSSTS
STS
STS
STS
STSSTSSTSSTSSTSWWW W W W W
W W W W W W W W W
W
WGGGGGGG
G
G
GGGGGGGGGGGEXISTI
N
G
S
T
O
R
A
G
E
2
4
12
15
17
17
17
21
16
19
18
22
24
24
27 27
26
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
15
16
16
20
21
24
\W0.7300;CO
\W0.7300;COWWW W W W W W W W W
WWWWW
SD
SD UEUEUEXXXXXXXXXXXSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS
STS
STS
STS
S
T
S
STSSTSSTSSTSSTS
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
WWW W
W W W W W W WGGGGGGG
G
G
GGGGGGGGGGGEXISTI
N
G
S
T
O
R
A
G
E
5
13
14
25
31
32
EX SD DROP INLET
RIM: 25.70
INV: 23.55 (8" N)
34
33
30
30
~INV: 20.26
~INV: 20.35
~INV: 20.40
APPROX BUILDING CONNECTION
INV: 20.43
25
~INV: 23.42
10.25' @ 0.5%
17.65' @ 0.5%
5.4' @ 0.5%
8.6' @ 1.0%
25
TYP.
5TYP.
5 TYP.
5TYP.
6
7
8
8
8
11
10
1313
23
36
36
37
37 PROP 4' DIA MH
RIM=26.17
INV S (18")=17.80
INV W (18")=17.80
PROP 4' DIA MH
RIM=27.43
INV E (18")=17.74
INV NW (18")=17.74
21.4' @ 0.10%
56.3' @ 0.10%
38
40
40ASSUME CONNECTION
2.5' BELOW GRADE
ASSUME CONNECTION
2.5' BELOW GRADE
39 2.0% MIN SLOPE 39 2.0% MIN SLOPE
41
APPROX INV. 22.80
APPROX INVERT = 23.2
29
41 24.4' @ 3.5%
30.0' @ 3.5%
26
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.
R
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.
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.
PROPOSED ELECTRICAL 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 BE REMOVED. 12" VALVE EQUIPMENT
WITHIN MANHOLE TO BE SALVAGED AND RELOCATED TO PROPOSED
WATER MANHOLE LOCATION.
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 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 FOUNDATION DRAIN
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
PROPOSED WATER MANHOLE. CONTRACTOR TO RE-INSTALL SALVAGED
12" VALVE EQUIPMENT .
PROPOSED 4" DIA, PVC FOUNDATION DRAIN.
TIE INTO EXISTING 4" FOUNDATION DRAIN.
PROPOSED 10" PVC STORM SEWER ROOF DRAIN LINE.
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.
C6
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 OGP CANOPY
PROPOSED EASEMENT
X X
DYHSD
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
31
32
33
34
35
BLDG FFE = 27.55
BLDG FFE = 27.55
UTILITY
PLAN
37
36
38
BLDG FFE = 27.55
BLDG FFE = 27.55
38
UTILITY DEMOLITION PLAN
UTILITY IMPROVEMENTS PLAN
39
40 STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
1
A
2 3 4 5 6 7
B
C
D
E
F
3
41
24
24
XX X X X
XXXXXTRASHENCL.VANC C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C CCCCCCCCCCCCCC
VANVANA
A
A A
DYH
W
WV
IR
STSSTSSTSSTSSTSSTSSTSSTSSTSSTSS
T
S
STSSTS STSSTS
STS
STSSTSSTS
STS
STS
STS STS STS
STS
STS STS STS STSSTSSTSSTSSTSSTSSTSSTSSTS
WWWW W
W W W
WGGGG
GGGGGGGWWW W W
WW
SD
SD
1 2 3 4 5 6
8 9 10 11 12
13 14 15 16 17 18
2019 21 22 23 24
25 26 27 2928 30
31 32 33 34 35
36 37 38 39 40 41UE12
3
1 inch = 50 ft.
( IN FEET )
GRAPHIC SCALE
050 50 100 20025
L1
EXISTING 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
TREE RETENTION
PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
1
A
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
B
C
D
E
F
G
H
I
J
K
L
M
N
XXXXXXXXXXXDYH
W
WV
IR
STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSS
T
S
S
T
S
S
T
S
STS
STS
STS
STS
S
T
S
STSSTSSTSSTSSTS
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 STSSTSSTSSTSSTSSTS
STS
STS
STS
STSSTSSTSSTSSTSWWWWW W W W W
W W W W W W W W W
W
WGGGGGGGGGG
G
G
GGGGGGGGGGGGGEXISTI
N
G
S
T
O
R
A
G
E
\W0.7300;CO
\W0.7300;COWWW W W W W W W W W
WWWWW
SD
SD
1 2 3 4 5 6
8 9 10 11 12
13 14 15 16 17 18
2019 21 22 23 24
25 26 27 2928 30
31 32 33 34 35
36 37 38 39 40 41UEUEUE8-RORU
ROCK MULCH TYP.
4-RORU
ROCK MULCH
TYP.
1 inch = 20 ft.
( IN FEET )
GRAPHIC SCALE
020 20 40 8010
L2
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 RESPONSIBLE
FOR 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
LANDSCAPE
PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY:
CHECKED BY:
DOCUMENT DATE:
PROTO:
PROTO CYCLE:
DOCUMENTS THAT DO NOT
HAVE THE ARCHITECT OR
ENGINEER OF RECORD SEAL
AND SIGNATURE SHALL BE
CONSIDERED NOT FOR
CONSTRUCTION
SHEET:
ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB
RCJ
150
08.28.2020
10.09.2020
Architect of Record
+engineering
Fax: 479.636.1209
Phone: 479.636.3545
Rogers Arkansas 72758
2809 Ajax Avenue Suite 100
Unified Business ID No. 602 491 668
Washington License No. 8855
William Douglas Hurley
architecture
GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
3 12.18.2020 CCD#3
1
A
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
B
C
D
E
F
G
H
I
J
K
L
M
N