HomeMy WebLinkAbout14-055 Map 1PROVIDE 2 NEW HANDICAP ACCESSIBLE
PARKING SPACES WITH SIGNS (SEE DETAILS
THIS SHEET)
PROVIDE NEW 5' WIDE CONCRETE SIDEWALK
ALONG BACK OF NEW CURB AND GUTTER
PROVIDE NEW 10' WIDE CONCRETE SIDEWALK
TO TIE NEW PARKING LOT TO EXISTING COVERED
ENTRANCE WALK INTO HEADQUARTERS BUILDING
CONSTRUCT NEW WROUGHT IRON OR ALUMINUM
FENCE ACROSS FRONT OF PROPERTY AND ALONG
EXISTING CHAIN LINK FENCE AND ABUT CORNER
OF EXISTING BUILDING
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PROVIDE NEW 30' WIDE ELECTRONIC
CONTROLLED WROUGHT IRON SLIDING
GATE ACROSS EACH ENTRANCE
10
—LANDSCAPED AREA BETWEEN EXISTING
SIDEWALK AND NEW CONCRETE CURB
AND GUTTER
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MODIFY EXISTING SIDEWALK WITH HANDICAP
ACCESSIBLE RAMPS EACH SIDE OF NEW
ENTRANCE DRIVE
West 4 t CONSTRUCT NEW WROUGHT IRON FENCE ACROSS
ect FRONT OF PROPERTY AND ALONG EXISTING CHAIN
LINK FENCE NE corner
SE/SEX Sec.14
T•1-N, R-13-W
23 5'-0" MIN
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NOTES:
1. FENCE SHALL BE WROUGHT IRON OR ALUMINUM (PER OWNER'S CHOICE).
2. FENCE SHALL BE IN ACCORDANCE WITH CURRENT ACCEPTED INDUSTRY STANDARDS FOR
MATERIAL TYPE, MATERIAL THICKNESS, COATING, CONNECTIONS, AND ETC.
3. CONTRACTOR SHALL SUBMIT CUT SHEETS (ALONG WITH PRICING) FOR THE SPECIFICS OF ALL
OF THE FENCE ELEMENTS.
4. SEE ADDITIONAL NOTES THIS SHEET UNDER PLAN LAYOUT PERTAINING TO FENCING AND GATES.
PROVIDE NEW CONCRETE ENTRANCE APRONS
SEE DETAIL THIS SHEET FOR CONSTRUCTION
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5' WIDE LANDSCAPE BUFFER BETWEEN EXISTING
i U FENCE AND EDGE OF NEW PARKING LOT CURB
1 Q AND GUTTER
1
1 N a EXISTING 30" DIAMETER RED OAK
1 Q
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1
1
1 30" Ked Oak
7 C
1
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1 L
1
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DE INTERNAL LANDSCAPED
5' WIDE LANDSCAPE BUFFER BETWEEN EXISTING
FENCE AND EDGE OF NEW PARKING LOT CURB
AND GUTTER
SCALE: 1 "=20'-O"
NOTES:
1. 52 TOTAL PARKING SPACES ARE PROVIDED WITH 4 HANDICAP ACCESSIBLE
SPACES (ADJACENT TO HEADQUARTERS BUILDING).
2. WOOD PRIVACY FENCE SHALL MEET CITY OF LITTLE ROCK STANDARDS.
3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS.
4. ORNAMENTAL WROUGHT IRON FENCE AND GATES SHALL BE SELECTED BY OWNER PRIOR TO PRICING
AND INSTALLATION.
5. INSTALLATION OF GATE SHALL INCLUDE COST FOR INSTALLATION OF DIRECT BURIED ELECTRIC LINE FROM
EXISTING HEADQUARTERS BUILDING (ON THE WEST SIDE OF THE PROPOSED PARKING LOT) TO THE NEW GATES
ON THE TWO ENTRANCE DRIVES. COST SHALL INCLUDE CONNECTION TO EXISTING ELECTRICAL PANEL IN EXISTING
HEADQUARTER BUILDING AND INSTALLATION OF WIRE AND MOTOR OPERATION FOR BOTH SLIDING GATES. SOLAR
PANELS WILL BE CONSIDERED FOR SOURCE OF POWER IF ACCEPTABLE PANELS ,4RE AVAILABLE FOR GATE OPERATION.
GATES SHALL HAVE MANUAL OVERRIDE FOR MANUAL OPERATION IN CASE OF POWER OUTAGES.
PAVEMENT DIMENSIONS
REFER TO THIS POINT
1 -4. 6" FINISH GRADE
2" OF HMAC SURFACE
COURSE R�• R g
8" THICK CLASS 7 (SB-2)
CRUSHED STONE COMPACT D e
TO 95% STANDARD PROCTO a
DENSITY o
NOTE:
ALL CURBING TO BE
3000 PSI 28 DAY
CONCRETE z 6" THICK SUBGRADE COMPACT-'
TO 90% STANDARD PROCTOR
DENSITY
Z-0" CONCRETE CURB & GUTTER
SEE PLAN FOR WIDTH
4" CONCRETE SLAB/BRUSH FINISH
W/6 x 6 - W1.4 x W1.4 W.W.F. ON
6" THICK SUBGRADE COMPACTED
TO 95% MODIFIED PROCTOR
MAXIMUM RUNNING
SLOPE IS 5%.
MAXIMUM CROSS
SLOPE IS 2%.
-X X X
CONCRETE WALK SECTION
NOT TO SCALE
CONNECT NEW 6' HI WOOD PRIVACY FENCE TO
EXISTING WROUGHT IRON FENCE
2" OF HftMAC TYPE 3 SURFACE
COURSE CONFORMING TO SECTION
407 OF THE ARKANSAS HIGHWAY
AND TRANSPORTATION DEPARTMENT
(AHTD} STANDARD SPECIFICATIONS
FOR HIGHWAY CONSTRUCTION, 1996
OR 2003 EDITION
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6" THICK CLASS 7 SB-2) CRUSHED
STONE COMPACT �D TO 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONST'N
11111 � 111111-111111 �
_Iii111-111111-
6" THICK OF EXISTING SUBGRADE
SCARIFIED AND RECOMPACTED TO
90% OF MODIFIED PROCTOR DENSITY
HMAC ASPHALT SURFACE COURSE
NOT TO SCALE
6" THICK OF 3000 PSI CONCRETE
Wi#3 BARS 12" ON CENTER,
EACH DIRE ION ON 3" HIGH SAND
CHAIRS @ 36" ON CENTER, MAX IN
ALL DIRECTIONS
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6' THICK CLASS 7 (SB-2) CRUSHED�'� r eO _+• .a 1 0
STONE COMPACTED TCS 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONST'N
NOT TO TO SCALE
11111=IIIIII-11
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SIDEWALK
OR FIN.
GRADE
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6
POST
SIGN POST W ACCESSIBILITY
SYMBOL & "VAN ACCESSIBLE"
SIGN MOUNTED BELOW. (VAN
ACCESSIBLE SIGN NOT
REQ'D, Wi MIN. 8'
STRIPED AISLE)
ACCESSIBLE
RAMP.
SEE DETAIL
WHEELSTOP
SEE DETAIL
(REQ'D. IF
WALK WIDTH IS
LESS THAN T-0")
4" PAINTED STRIPING
V-6" O.C. AT 45'
IN FRONT OF RAMP
(WHITE REFLECTIVE)
4 LBiFT "U"
CHANNEL
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POST SECTION
SIGN
/� NUT AND
LOCK WASHER
5/16" MACHINE
SCREW OR BOLT
EXISTING GROUND
LINE
NOT TO SCALE
PARKING
ONLY
VAN
ACCESSIBLE
MOUNTING PARTIAL ELEVATION
EDGE OF WALK (AGAINST
LANDSCAPE OR BUILDING TYP.)
—7. FACE OF WALK
OR CURB
PAVEMENT MAX.
SLOPE 2% IN
ALL DIRECTIONS.
9.00, 9.00, 9.00,
ACCESSIBLE PARKING STALLS
OF AC/T
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PHILLIP LEWIS
U ENGINEERING, INC. Z
% No. 566
SSA S-ENG�
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EDGE OF RAMP
TO BE FLUSH
WITH PARKING
LOT SURFACE
NEW RAMP UP TO
SIDEWALK
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REVISIONS:
DATE: MAY 2014
SHEET:
C1A
NOT TO SCALE