HomeMy WebLinkAbout38544 5 AveEXISTING SITE AERIAL
N.T.S.
VERIFY
EXISTING
PROPANE CAGE
PARTIAL SITE PLAN
1" = 10'-0"
GENERAL NOTES
1. EXISTING SITE FEATURES SHOWN ON THIS PLAN ARE BASED OFF AERIAL IMAGERY OR BEST AVAILABLE
INFORMATION AND SHALL BE VIEWED AS APPROXIMATE. CONTRACTOR SHALL VERIFY MEASUREMENTS IN THE
FIELD AND CONTACT DEVELOPMENT SERVICES GROUP (757-908-2372) IF ANY DISCREPANCIES ARE FOUND PRIOR
TO START OF CONSTRUCTION.
2, CONTRACTOR SHALL PATCH AND REPAIR EXISTING PAVEMENT AS REQUIRED TO RETURN SURFACE TO EXISTING
CONDITION.
3. EXISTING CROSS SLOPES AND EXISTING ACCESSIBILITY COMPLIANCE HAS NOT BEEN VERIFIED AND IS OUTSIDE
THE SCOPE OF PROPOSED IMPROVEMENTS.
4. CONTRACTOR SHALL CALL 811 TO REQUEST THAT THE APPROXIMATE LOCATION OF BURIED UTILITIES ARE
MARKED PRIOR TO THE START OF CONSTRUCTION. PRIVATE UTILITY LOCATION MAY BE REQUIRED FOR ON -SITE
UTILITIES. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL REGULATIONS REGARDING UNDERGROUND
EXCAVATION.
5. BOLLARDS SHALL BE PLACED IN THE PAVEMENT DIRECTLY IN FRONT OF THE BUILDING WHERE A VEHICLE HAS
THE POTENTIAL TO PIN PEDESTRIAN AGAINST THE BUILDING.
6. EXISTING WHEEL STOPS CAN BE REMOVED FROM PARKING SPACES WHERE BOLLARDS ARE ADDED.
7. IF THE DEPTH OF THE EXISTING PARKING SPACES NO LONGER MEET THE REQUIREMENTS OF THE LOCAL
ORDINANCE, THE CONTRACTOR SHALL RE -STRIPE THE EXISTING PARKING SPACES TO MEET MINIMUM
STANDARDS.
8, ALL IMPROVEMENTS SHALL MEET THE CURRENT STATE BUILDING CODE.
EXISTING CONCRETE
PAVEMENT
EXISTING FUEL CANOPY
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5TH AVENUE
NOTE:
ALL PARKING LOT STRIPPING IS EXISTING
TO REMAIN UNLESS OTHERWISE NOTED
EXISTING DUMPSTER
ENCLOSURE -�
NEW BOLLARDS,
TYPICAL OF 16
LEGEND
CONCRETE PAVEMENT
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ASPHALT PAVEMENT
PROPOSED BOLLARD (TYP OF XX)
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S20 PIPE BOLLARD
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1. MAXIMUM BOLLARD SPACING IS 5'-0" O.C.
2. CONCRETE TO BE 4,000 PSI MIN. UNCONFINED COMPRESSIVE STRENGTH.
3. REINFORCING STEEL CONFORMS TO ASTM A615 GRADE 60.
4. BOLLARD PIPE IS ASTM A53, TYPE E, GRADE B OR A500 GRADE BIC.
5. PROVIDE HIGH DENSITY POLYETHYLENE (HDPE) BOLLARD COVER. COVER TO BE IDEALSHIELD (OR
APPROVED EQUAL) 1/8" THICK, BROWN (PQ-440C), 6" PIPE FIT, DOME TOP, 48" TALL.
6. DO NOT FILL BOLLARD PIPE WITH CONCRETE. TEMPORARILY SEAL BOTTOM AS NECESSARY TO
PREVENT CONCRETE INTRUSION WHILE POURING.
7. USE SONOTUBE IN SANDY OR OTHER SOILS THAT MIGHT CAVE IN.
8. DIMENSIONS IN PARENTHESIS ARE NOMINAL.
9. COLD JOINT ACCEPTABLE THIS LINE FOR NEW INSTALLATIONS IN MONOLITHIC POUR CONCRETE
PAVEMENT.
10. SLOPE TOP OF CONCRETE AWAY FROM BOLLARD 1/4" FROM PIPE TO EDGE OF DRILLED SHAFT OR
CAP.
11. INCREASE DEPTH OF CAISSON AND BOLLARD PIPE TO MEET LOCAL JURISDICTION MIN. FROST
DEPTH REQUIREMENT.
12. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NO UTILITY CONFLICTS EXIST WHERE
BOLLARDS ARE TO BE INSTALLED, PRIOR TO INSTALLATION.
DESIGN SPECIFICATIONS: ASTM F3016-19 CONDITION DESIGNATION S-20
`'-SIDEWALK RAM RAMP '.*SIDEWALK
3
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~ STRIPE
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BOLLARD LAYOUT
N.T.S.
3 1 /2" 4"
24"
4"
CAP REINFORCING DETAIL
N.T.S.
HDPE BOLLARD COVER
6" SCHEDULE 80 PIPE
BOLLARD - DO NOT FILL WITH
CONCRETE
DRILLED SHAFT CONCRETE
FOUNDATION
EXISTING CONCRETE
CURB AND SIDEWALK
MINIMUM 4,000 PSI
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(LANDING WIDTH WILL VARY, MAINTAIN A
MINIMUM 4'-5" O.G. SPACING, MAXIMUM
5'-0" SPACING)
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