HomeMy WebLinkAbout7600 Gall Blvd (3)EXISTING OVERHEAD
FUEL CANOPY
EXISTING
CONCRETE
EXISTING ACCESSIBLE
LOADING AREA
EXISTING SITE AERIAL
SCALE 1'=60'
1. MAXIMUM BOLLARD SPACING IS 5' ON CENTER
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 B/C.
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 CONTRACTOR'S RESPONSIBILITY TO VERIFY NO UTILITY CONFLICTS EXIST WHERE BOLLARDS
ARE TO BE INSTALLED, PRIOR TO INSTALLATION.
DESIGN SPECIFICATIONS: ASTM F3016-19 CONDITION DESIGNATION S20
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GENERAL NOTES;
1. EXISTING SITE FEATURES SHOWN ON THIS PLAN ARE BASED OFF OF 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 THE 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 THE 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
WHEN A VEHICLE HAS THE POTENTIAL TO PIN A 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.
SEE NOTE 10
SEE NOTE 9
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N.T.S
S20 PIPE BOLLARD
LAYOUT LEGEND:
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HDPE BOLLARD COVER
PARKING
STRIPE
BOLLARD LAYOUT
N.T.S.
0 0
— PROPOSED
BOLLARD
BOLLARDS LINED UP WITH RAMP LANDING
(LANDING WIDTH WILL VARY, MAINTAIN A
MINIMUM 4.5' O.C. SPACING, MAXIMUM
5.0' SPACING.)
3-1/2" 4„ 9„ 4„ 3-1
3" G
24" 18"
#3 REBAR, TYP.
3" C
I_ 24" _I
6" SCHEDULE 80 PIPE BOLLARD
(DO NOT FILL WITH CONCRETE)
DRILLED SHAFT CONCRETE
FOUNDATION
CONCRETE CURB
SIDEWALK PAVEMENT
DEEP MOUNT S20 BOLLARD
IN CONCRETE PAVING
N.T.S.
CONCRETE PAVEMENT
ASPHALT PAVEMENT
ro� PROPOSED BOLLARD (TYP. OF 50)
(0-) EXISTING BOLLARD
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CAP REINFORCING DETAILS
N.T.S.
HDPE BOLLARD COVER
2"
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IM
6" SCHEDULE 80 PIPE BOLLARD
(DO NOT FILL WITH CONCRETE)
DRILLED SHAFT CONCRETE
FOUNDATION
CONCRETE CURB
SIDEWALK PAVEMENT
COLD JOINT ACCEPTABLE
MOUNT S20 BOLLARD
ASPHALT PAVING
N.T.S.
REVIEW DATE
DETAIL A CITY OF 2EPHYRHIL s
FIRE AND LIFE SAFETY E:XAMIN
N.T.S.
STORE FRONT BOLLARD DETAIL
N.T.S.
DRAWING SCALE
10 0 10 20
SCALE: 1'=10'
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signed by
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Frank Date:
202401.1 9
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DRAWN BY: JS
REVIEWED BY: GF
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