20221779 Ver 1_Site Details_20230313

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(1) 1" TYPE SF-9.5A SURFACE
ASPHALT COURSE
12" EXTENSION 1 1/2" O.D. SCHD. 40 STEEL POST RAILING SET INTO 2" DIA.
PRIOR TO 12" SLEEVE. APPLY NON -SHRINK GROUT. ALL WELDS TO BE GROUND
17'-0 AS
TURN DOWN MIN.
RADIUS
SMOOTH. PAINT COLOR BLACK TO MATCH ARCHITECTURAL.
NOTE:
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1 1/2" O.D. METAL HANDRAIL. PAINT
COLOR BLACK TO MATCH ARCHITECTURAL.
IP
• PAVEMENT CROSS SECTIONS ARE FOR
INTERNAL PRIVATE DRIVES AND
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PARKING LOTS.
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• CONTRACTOR TO VERIFY PAVEMENT
CROSS SECTIONS WITH LATEST
RECOMMENDATIONS BY GEOTECH
COMPACTED SUBGRADE
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REGULAR DUTY ASPHALT
6' 5' 6'
SHOWN AT BOTTOM RIGHT.
CURB RETURN TO REMAIN LEVEL
AND BE FLUSH WITH SIDEWALK
AT THE END OF THE RAMP.
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1/2" ASPHALT I'')
IMPREGNATED
EXPANSION
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12" EXTENSION PRIOR
TO TURN DOWN RADIUS
(EXTENSION OPTIONAL)
12"
REPORT PRIOR TO INSTALLATION
NOT TO SCALE
r
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r
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ALONG SIDEWALK
• ALL SUBGRADE SHALL BE COMPACTED
1-1/2" SUPERPAVE SURFACE COURSE, TYPE SF-9.5A
1 1/2" SUPERPAVE SURFACE COURSE, TYPE SF-9.5B
JOINT
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2" CLEAR
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TO 100% OF MAXIMUM DENSITY
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8" COMPACTED A.B.C.;
PLACE IN TWO LIFTS
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DENSITY OF 95% FOR DEPTHS GREATER
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SHALL SUPPORT 80,000LBS GROSS
VEHICLE WEIGHT AS REQUIRED BY
CHARLOTTE FIRE DEPARTMENT
DRIVE AISLES (SEE SITE PLAN)
NOT TO SCALE
3,600 P.S.I. © 28 DAYS
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CURB SLOPES UP WITH
WALK
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5'-0"
9'-0"
STANDARD PAINTED
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AT DRIVEWAY APRONS (SEE SITE PLAN)
NOT TO S C ALE
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1. 2 RISERS
2. CONCRETE
3. SEE GRADING
+ 1 TREAD = 25-26".
SHALL BE 3600 PSI
PLAN FOR TOP AND
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AT 28 DAYS WITH BROOM FINISH.
BOTTOM OF STAIR ELEVATIONS.
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4. SUBMIT
SHOP DRAWINGS FOR ALL
STAIRS FOR APPROVAL PRIOR
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TO CONSTRUCTION.
5. EXPANSION
JOINTS SHALL BE PRE
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8. ALL STEPS
9. ALL LANDINGS
AND BOTTOM
10. ALL STAIRS
11. ALL HANDRAILS
WITHE1 ORMIN & 7"
MO E RISERS
WIDER THAN 60" REQUIRE
TO BE AS LONG
OF ALL STAIRS.
AND HANDRAILS TO
TO BE PAINTED
-MOLDED
MAX. TREADS SHALL BE 11" MIN.
REQUIRE HANDRAIL ON BOTH SIDES.
INTERMEDIATE RAIL.
AS STAIRS ARE WIDE MINIMUM. 2% MAX. SLOPES
COMPLY WITH SEC. 1009 OF THE MOST CURRENT
BLACK TO MATCH ARCHITECTURALS.
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INTERNATIONAL
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CODE.
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AT TOP
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CROSS SECTIONS
CO\CETE
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ACCESSIBLE
PAR<I\G
SPACE
STANDARD ACCESSIBLE SIGN TO STATE: THIS SPACE IS
ACCESSIBLE BUT NOT RESTRICTED
SIGN, (TYP.) TO ACCESSIBLE USE ONLY.
CURB RETURN, (TYP.)
CHARGING STATION TO
DESIGN RESOURCE
STRUCTURAL
DETAIL IS
DESIGNED
GROUP IS
DESIGN OF RETAINING
CONCEPTUAL ONLY.
BY A LICENSED STRUCTURAL
NOT RESPONSIBLE FOR
WALLS.
ALL WALLS MUST BE
ENGINEER.
NOTES
1. THE MODULAR BLOCK COLOR
2. DESIGN OF ALL RETAINING
TO
WALLS
BE CHOSEN BY THE OWNER.
IS TO BE PER NC BUILDING CODE SECTION 1610.
NOTES:
1. AMERISTAR
(1-888-333-3422)
2. 45"
3. ALTERNATE
MONTAGE PLUS 2-RAIL,
OR APPROVED
MINIMUM BETWEEN TOPS OF HORIZONTAL
SHALL BE IPE MATERIALS
MAJESTIC STYLE FENCE
EQUAL BY OWNER
RAILS.
IN LIEU OF ALUMINUM/STEEL.
45" MIN.
3. DETAILED RETAINING WALL
SHALL BE SUBMITTED TO
DESIGN
THE LOCAL
DRAWINGS, SEALED BY AN NC LICENSED ENGINEER,
AUTHORITY PRIOR TO CONSTRUCTION.
NOTE: RETAINING
REQUIRE
AND IS NOT
THIS SUBMITTAL
WALLS WILL
A SEPARATE PERMIT
INCLUDED IN
FOR PERMIT.
-
4. AN NC LICENSED ENGINEER
SEALED LETTER TO THE
ENGINEERED DRAWINGS,
CODE.
MUST
AUTHORITY
IN COMPLIANCE
PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A
THAT RETAINING WALLS ARE CONSTRUCTED PER THE
WITH SECTION 1610 & 1806 OF THE NC BUILDING
48" GUARDRAIL/FENCE
SEE DETAIL
6/C8.02
5. MANUFACTURER SHALL
ENGINEER.
6. CONCENTRATED FLOW FROM
AROUND WALL.
7. CONTRACTOR SHALL NOTIFY
PLANS AND CONCENTRATED
8. RETAINING WALL MAY BE
TO MATCH ARCHITECTURALS
48" GUARDRAIL
SEE DETAIL
PROVIDE
SWALES,
DESIGN
FLOW
SUBSTITUTED
/ FENCE
5 C8.04
CALCULATIONS COMPLETED BY
DOWNSPOUTS, ETC MUST
RESOURCE GROUP WITH ANY
PATTERNS.
FOR CAST IN PLACE WALL
3>�
A LICENSED STRUCTURAL
BE DIRECTED AWAY AND
DISCREPANCIES WITH
WITH MASONRY VENEER
`,
FACE SIDEWALK, (TYP.)
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8' 0.C.
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TO CENTER
OF PICKETS
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NTO CONFIRM FINAL QUANTITIES AND
LOCATIONS PRIOR TO ORDERING
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COLLECTOR DRAIN -
4"
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MINIMUM
LEVELING
GRANULAR SLOTTED DRAINPIPE
PAD NCDOT 57 STONE. OUTLET
AT END OF WALL OR
AT
40" MAX. INTERVALS
WITH 6" MINIMUM GRANULAR
LEVELING
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PAD
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DETAILS
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DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
704.343.0608
www.drgrp.com
OCORPORATE ..**• 7 '.
• SEAL
C-95 Q
r" •r.•• C-2165
1., NCBELS • a `
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CONSTRUCTION
DOCUMENTS
SITE
DETAILS
SCALE: N.T.S.
PROJECT #: 955-001
DRAWN BY: TF
CHECKED BY: SVK
MARCH 08, 2022
REVISIONS:
1. 04/14/22 RTAP
C8.02
Copyright ©2021 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization