HomeMy WebLinkAboutZ-6864 Map 2RESTORE SURFACE TO
MATCH EXISTING
TAPE CONTINUOUS WARNING
N\\�SELECT BACKFILL
rte, ENCASE CONDUIT IN
RED CONCRETE
ENVELOPE UNDERSAND
BUILDING)
4-6" PVC SCH. 80
CONDUITS W/PULL
WIRE (TYP. OF 7)
NEW 4" WIDE SECTION A
TRANSVERSE STRIPPING 1/2" = 1'-0" C1
RESTORE SURFACE TO
MATCH EXISTING
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CONTINUOUS WARNING
TAPE
SELECT BACKFILL
ENCASE IN 6" SAND
ENVELOPE
4" PVC
SECTION B
1/2" = 1'-0" C1
AXI ST �G E A
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EXISTING SEWER �
EXISTING GRASS
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EXISTING `
ASPHALT
AREA
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EXISTING ONE STORY BRICK
BUILDING
TOTAL = 5,760 S.F.
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CONCRETE
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EXISTING GAS METER.
CONTRACTOR SHALL PROVIDE
4-6" PVC CONDUITS (FIBER)
SEE TRENCH DETAIL. SEE NOTE 6.
EXISTING BUILDING
SITE PLAN
O
1_ = 10'-0- Z
ZONING STATISTICS:
CURRENT PROPERTY ZONED: C-4
PARKING:
BASED
1 SPACE PER 400 S.F. - ADA 1 SPACE PER 25 SPACES
BUILDING S.F. = 5,760 S.F.
5,760 S.F. / 400 S.F. = 14 SPACES REQUIRED
25 SPACES PROVIDED
2 ADA SPACES PROVIDED
LEGEND
DATE
Z
PROPERTY LINE
E
ELECTRICAL
T - - --
- TELEPHONE
G
GAS
W
WATER
— SAN SAN SAN —
SANITARY
NEW 4" WIDE WHITE SOLID
STRIPPING - TYP.
SEE DETAIL 1 ON
SHEET C2
EXISTING
ASPHALT
AREA -
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NOTES
L ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
LOCATIONS ONLY, PER ORIGINAL CONSTRUCTION DRAWINGS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO
STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE
PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THEIR FACILITIES
CAUSED BY HIS WORK FORCE. ALL EXCAVATIONS SHALL BE MADE BY
HAND, OVER OR UNDER OR IMMEDIATELY ADJACENT TO ANY EXISTING
UTILITIES.
Z, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHES,
BACKFIRING AND SITE RESTORATION. ALL UTILITY TRENCHING SHALL
BE CONDUCTED PER THE TRENCHING DETAILS SHOWN ON SHEET C-1.
ALL OPEN EXCAVATIONS SHALL BE BACKFILLED AT THE END OF
EACH DAY OF WORK. CONTRACTOR SHALL RESTORE/OR
PROVIDE NEW VEGETATION, BUSHES, LANDSCAPING, CONCRETE
SIDEWALKS, ASPHALT T/CONCRETE PARKING AREAS THAT ARE
DISTRIBUTED BY NEW TRENCHES, TO THE SATISFACTION OF THE OWNER.
.1 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP FEES AND
PERMITS REQUIRED TO PROVIDE A COMPLETE WORKING SERVICE.
¢, ALL SERVICE ENTRY POINTS SHALL BE VERIFIED WITH THE
ARCHITECTURAL DRAWINGS.
�. (DELETED).
CONTRACTOR SHALL COORDINATE WITH CRICKET FIBER
CONTRACTOR TO DETERMINE EXACT LOCATION, ROUTING & TIE-IN
LOCATION FOR NEW FIBER CONDUITS BEFORE TRENCHING.
(FIBER CONDUIT SHOWN ARE FOR BIDDING PURPOSES ONLY).
Z, PARKING STRIPPING SHALL COMPLY WITH THE CITY OF LITTLE ROCK
ZONING REQUIREMENTS SEC. 36-511.
I, CONTRACTOR SHALL USE COLOR WHITE READY -MIXED TRAFFIC PAINT
SUITABLE FOR MARKING VARIOUS TYPES OF PAVEMENT ASTM E 1347.
TRAFFIC PAINT SHALL NOT BLEED OR DISCOLOR WHEN SPRAYED ON
BITUMINOUS SURFACES ASTM D 4505.
$, CONTRACTOR SHALL CLEAN ENTIRE PARKING LOT OF EXISTING TRAFFIC
STRIPPING AND RE -STRIPE PER NEW PLAN LAYOUT.
4
a
/ EXISTING CONCRETE CURBING
EXISTING GRASS AREA
CONTRACTOR SHALL PROVIDE
4-6" PVC CONDUITS (FIBER)
SEE TRENCH DETAIL. SEE
NOTE 6.
SEE DETAIL 1 ON SHEET
C2.
NEW 4" WIDE WHITE SOLID
STRIPPING - TYP.
NEW ELECTRICAL PRIMARY
SERVICE, BY CONTRACTOR,
SEE TRENCH DETAIL.
NEW BOLLARD, SEE DETAIL,
SHT. C2 (TYPICAL)
EXISTING ELECTRICAL VAULT.
NEW 4" WIDE WHITE SOLID
STRIPPING - TYP.
IITTC;� Rpq� P��
EXISTING TELEPHONE MANHOLE, APPROVED, WjM Tp r4
AS MOTED IN IME R WIIM
MIWM RECOAn naren
EXISTING TELEPHONE BOXES.
EXISTING STORM SEWER
�— EXISTING FENCED
DUMPSTER AREA.
EXISTING PAD MOUNT
TRANSFORMER.
AN 0 8 2000
revise)
CLAUS Ml S010W R BURNS 6 R HAVLN WC.
GPD -27&
ASSOCIATES
•
520 South Main Street, Suite 2531
Akron, Ohio 44311
330-572-2100, Fax 330572-2101
PREPARED FOR:
MAGTECH
SFRVICr_S INC
JOB NO.
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