HomeMy WebLinkAboutS-0964-C Map 2NOT USED
EXISTING STRIPING TO
UNDERGROUND STORAGE
TANKS. REFER TO SHEET T1
SAWCUT AND REMOVE PORTION OF EXISTING
CURB AND GUTTER, REMOVE LANDSCAPING,
CAP IRRIGATION AND REPLACE WITH
ASPHALT PAVING TO MATCH EXISTING,
TYPICAL AT ISLANDS SHOWN SHADED
20'=\)0"__
EXISTING UNDERGROUND
STORAGE TANKS TO REMAIN
4" MOUNTABLE CURB
EXISTING SLAB TO REMAIN
EXIT ONLY SIGNAGE - REFER V
TO--
11-A4- - - - - - - - - - - - - - -
1) 1)
PLAN NORTH NORTH
/
8'-6"
V I 1\\-\5
ARROW F
TRAFFIC
,TRAFFIC ARROW 3/4" = 1'-
IRFC-ARROW
i 163' -8"
LO Lr
6"
I
-
1. .,.
I43'-6
-
----
/O
j---
m m m m e m m e e e m o 0 o m e o m o mr
(a
I
o m
C=
EXISTING STRIPING TO BE REMOVED —C7
Sr. 7q,
11MAKMAM ME
\ 174'-8 1/8"
-- --------------------------- -------------------------- --------------------ff
------------
EXISTING E-STOP
�9' I 0 TO REMAIN
\ N
Rsca -r-------------- —----.--__---1-'-----_----------------------------------------------.
DO NOT ENTER
s- - --- - --+------------------------------
11 7 EXIT ONLY
PARTIAL SITE PLAN - LANDSCAPING
n
I
rn
NEW CURB AND GUTTER
TO MATCH EXISTING - TOP
OF CURB TO BE 6' ABOVE
EXISTING ASPHALT PAVING
SAWCUT AND REMOVE PORTION OF
` EXISTING CURB AND GUTTER, REMOVE
LANDSCAPING, CAP IRRIGATION AND
o REPLACE WITH ASPHALT PAVING TO
MATCH EXISTING, TYPICAL AT ISLANDS
SHOWN SHADED
_-4" DOUBLE YELLOW STRIPING
EXIT ONLY SIGNAGE -
REFER TO 11 Y Ate}
EW CURB AND GUTTER
TO MATCH EXISTING - TOP
OF CURB TO BE 6' ABOVE
-9, EXISTING ASPHALT PAVING
WCUT AND REMOVE PORTION OF
EXISTING CURB AND GUTTER, REMOVE
LANDSCAPING, CAP IRRIGATION AND
REPLACE WITH ASPHALT PAVING TO
MATCH EXISTING, TYPICAL AT ISLANDS
SHOWN SHADED
EXISTING LIGHTPOLE TO BE RELOCATED
SAND BASE TO BE REMOVED. RELOCATE
ELECTRICAL AS REQUIRED
ELOCATED LIGHT POLE WITH NEW
BASE. REFER TO 1-A3 FOR NEW
BASE DETAIL. RELOCATE ELECTRICAL
° AS REQUIRED
N LINE OF NEW CONCRETE
PAVING
LINE OF NEW CANOPY
REFER TO 1-A1
/-4" WIDE PAINTED
YELLOW STRIPING,
TYPICAL
—NEW TRAFFIC ARROW TYP.
------.REFER TO 3-C2
7"r SAWCUT AND REMOVE A PORTION OF EXIS'
ASPHALT PAVING AS REQUIRED TO CONSTF
NEW CONCRETE PAVED AREA FOR FUELING
STATION. JOINT AT NEW CONCRETE PAVING
AMD EXISTING ASPHALT PAVING MUST BE
STRAIGHT AND SMOOTH. SEAL JOINT AS RE
STORM DRAIN
GENERAL NOTES
1. ALL CONSTRUCTION MATERIALS AND TECHNIQUES OF INSTALLATION SHALL MEET
PERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND APPLICABLE CODES.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT
IS CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS. THE QUALITY OF
WORKMANSHIP AND INSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT
ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT WILL NOT BE
HELD RESPONSIBLE FOR ANY SUBSTANDARD OR INSUFFICIENT WORKMANSHIP,
MATERIALS OR SERVICES PROVIDED IN THE EXECUTION OF ANY PHASE OF
CONSTRUCTION OF THIS PROJECT.
3. ALL MATERIALS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
REQUIREMENTS AND ALL GENERAL CONTRACTORS ARE TO INSURE THAT ALL
MANUFACTURER'S WARRANTIES WILL BE HONORED.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSURING THE SAFETY OF ALL
PERSONS ON THE JOB SITE AT ALL TIMES INCLUDING (BUT NOT LIMITED TO) ALL
SUBCONTRACTORS, VENDORS, DESIGN STAFF PROFESSIONALS AND INSPECTION
PERSONNEL.
5. GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE
OF EXISTING CONDITIONS AND OF ALL DRAWINGS AND SPECIFICATIONS IN
THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS
KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING
HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED
BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE
WORKERS WITH THIS KNOWLEDGE.
6. SAWCUT AND REMOVE A PORTION OF EXISTING ASPHALT PAVING AS REQUIRED
TO INSTALL NEW UTILITIES TO NEW FUELING STATION. REPLACE TO MATCH
EXISTING FLUSH AND SMOOTH.
7. ALL CONTRACTORS SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING
UTILITIES PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION.
COORDINATE RELOCATION OF ANY UTILITIES WITH SAM'S CONSTRUCTION
MANAGER AND ARCHITECT.
8. PROVIDE TEMPORARY CHAINLINK FENCING MINIMUM 5'-0" HIGH, AROUND ENTIRE
AREA OF CONSTRUCTION. FIELD VERIFY EXACT LOCATION WITH SAM'S
CONSTRUCTION MANAGER. COORDINATE FENCING SPECS WITH SAM'S
CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. REMOVE FENCING
AT COMPLETION OF PROJECT AND COLD PATCH ASPHALT PAVING AS REQUIRED
AT FENCE ,POST HOLES. ATTACH "COMING SOON" SIGN TO FENCE REFER TO
8-A4.
9. COORDINATE PROJECT PHASING AND STORAGE OF MATERIALS WITH
SAM'S CONSTRUCTION MANAGER.
10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA
CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTION. THE
GENERAL CONTRACTOR SHALL POWER WASH ENTIRE FUELING STATION
CONSTRUCTION AREA PRIOR TO TURNOVER TO SAM'S.
11. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND PROPOSED
GRADES PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES
SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW.
12.THE PROPOSED CANOPY COLUMN FOOTINGS SHALL BE PROVIDED BY AND
INSTALLED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR COORDINATING TOP OF FOOTING ELEVATIONS TO ACCOMMODATE
ALL NEW UNDERGROUND PIPING AND DISPENSER SUMPS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO INSURE THAT THE CANOPY COLUMN ANCHOR BOLTS ARE
STRAIGHT, CLEAN AND CORRECTLY LOCATED PRIOR TO THE ARRIVAL
OF THE CANOPY INSTALLATION CREW.
13. SALVAGE RIGHTS FOR DEMOLISHED LIGHT POLES SHALL BE OFFERED FIRST TO
CLUB MANAGER THEN TO THE GENERAL CONTRACTOR. IF THE CLUB MANAGER
REFUSES SALVAGE RIGHTS THEN IT BECOMES THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR TO REMOVE ALL DEMOLISHED LIGHT POLES FROM THE SITE
IF THE PLANS INDICATE LIGHT POLES TO BE REMOVED AND POWER IS INTER-
RUPTED TO OTHER POLES IN THE PROCESS, THE OTHER POLES MUST BE
REPAIRED AND REENERGIZED THE SAME DAY.
14. GENERAL CONTRACTOR SHALL HAVE ALL EXISTING PUBLIC AND PRIVATE UTILITIES
LOCATED PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. THIS
INCLUDES ALL IRRIGATION PIPING AND LIGHT POLE CONDUITS.
15.THE GENERAL CONTRACTOR SHALL FINE GRADE SEED AND STRAW ALL AREAS
OF DISTURBED SOIL AND IS RESPONSIBLE FOR ESTABLISHING TURF. FIELD VERIFY
THESE AREAS WITH WAL-MART REALTY CONSTRUCTION MANAGER.
16.USE OF WOODEN BLOCKS ARE ACCEPTABLE TO LEVEL DISPENSER ISLAND. ALL
WOOD MUST BE REMOVED PRIOR TO FINAL PLACEMENT OF CONCRETE.
17. AREAS OF EXISTING ASPHALT THAT IS DAMAGED DURING CONSTRUCTION
SHALL BE SAW CUT THEN REMOVED AND REPLACED.
18. EXISTING PAVING THAT WILL REMAIN AFTER CONSTRUCTION TO BE PROTECTED
FROM EXCAVATING EQUIPMENT STABILIZER, BUCKET AND TRACK DAMAGE.
REFER TO 5/A1 FOR EXACT
CANOPY COLUMN AND
DISPENSER ISLAND DIMENSIONS
ALL DISPENSERS SHALL BE ACCESSIBLE.
GENERAL CONTRACTOR SHALL ENSURE THAT
DISTANCE FROM FINISHED GRADE ADJACENT
TO DISPENSER TO HIGHEST OPERATIONAL
00
PORTION OF DISPENSER FOR TRANSACTION IS
I`
MAX 54". REFER TO 2-A1 AND 5-A1.
o
FINISHED GRADE ADJACENT TO ALL
DISPENSERS SHALL HAVE NO MORE TO ALL
o
THAN 2% GRADE IN ANY DIRECTION. REFER
N
TO GRADING PLAN SHEET C3
EXISTING DISPENSER TO
REMAIN
------
----
TING KIOSK TO REMAIN
EXISTING CANOPY TO REMAIN
1 /16" = 1'-0"
HARRISON FRENCH
111 ARCHITECTURE
502 S.W. A Street
Bentonville, Arkansas 72712
Telephone 501/273-7780
SAM'S
WHOLESALE
CLUB
SAM'S CLUB
FUELING STATION
REMODEL
CLUB#8104
LITTLE ROCK,
l♦ A&
SAM'S CLUB
608 S.W. 8TH STREET
BENTONVILLE, AR 72712
Sheet Contents:
PARTIAL SITE PLAN
DIMENSIONS
Drawn By: KDW
Checked By: TWP
Revisions:
z 10-01-01 CODE COMMENTS
a 03-29-02 CODE COMMENTS
Project Number: WF0151
Date: 09-10-01
Sheet: 2 OF 3 SHEETS
0-
C2
Copyr I ght 0