Z-8696 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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36" DIA SYCAMORE TO BE REMOVED IN —J
ITS ENTIRETY (INCLUDING EXCAVATION
AND OFFSITE (REMOVAL OF ROOT SYSTEM)
AND BACKFILLED WITH SELECT FILL (PER
ENGINEER'S APPROVAL) TO 95% OF MODIFIED
PROCTOR DENSITY IN 1 " MAXIMUM LOOSE
LIFTS
7
36"
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NOTE: 30 FEET FROM CENTER OF 40TH STREET RIGHT-OF-WAY
TO BE DEDICATED TO CITY OF LITTLE ROCK PRIOR TO COMPLETION
OF PARKING LOT CONSTRUCTION FOR ISSUANCE OF CERTIFICATE
PROVIDE NEW 30' WIDE ELECTRONIC OF OCCUPANCY. DEDICATION MUST BE PROVIDED TO PUBLIC WORKS,
CONTROLLED WROUGHT IRON SLIDING CIVIL ENGINEERING.
GATE ACROSS EACH ENTRANCE
- -LANDSCAPED AREA BETWEEN EXISTING
SIDEWALK AND NEW CONCRETE CURB
AND GUTTER
West
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29.00' — T 23
10 SPACES@ 9' 90,00'
94.00'
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MODIFY EXISTING SIDEWALK WITH HANDICAP
ACCESSIBLE RAMPS EACH SIDE OF NEW
ENTRANCE DRIVE
CONSTRUCT NEW WROUGHT IRON FENCE ACROSS z
FRONT OF PROPERTY AND ALONG EXISTING CHAIN
LINK FENCE NE Corner o
SE X SE X Sec.14
7-1-N. R-13-W
9'-0"MIN
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LINE
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U) NOTES:
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+ o= F 1. FENCE SHALL BE WROUGHT IRON OR ALUMINUM (PER OWNER'S CHOICE).
2. FENCE SHALL BE IN ACCORDANCE WITH CURRENT ACCEPTED INDUSTRY STANDARDS FOR
ILLLu a- MATERIAL TYPE, MATERIAL THICKNESS, COATING, CONNECTIONS, AND ETC.
3. CONTRACTOR SHALL SUBMIT CUT SHEETS (ALONG WITH PRICING) FOR THE SPECIFICS OF ALL
' w x OF THE FENCE ELEMENTS.
° 4. SEE ADDITIONAL NOTES THIS SHEET UNDER PLAN LAYOUT PERTAINING TO FENCING AND GATES.
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1 O O PROVIDE NEW CONCRETE ENTRANCE APRONS
F` ¢ SEE DETAIL THIS SHEET FOR CONSTRUCTION
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9' WIDE LANDSCAPE BUFFER BETWEEN EXISTING
FENCE AND EDGE OF NEW PARKING LOT CURB
AND GUTTER
—EXISTING 30" DIAMETER RED OAK
TREE TO REMAIN
�co PROVIDE INTERNAL/CORNER LANDSCAPED
_�ISLAND (380 S.F.)
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4 CONNECT NEW 6' HI WOOD PRIVACY FENCE TO
"EXISTING WROUGHT IRON FENCE
PROVIDE INTERNAL LANDSCAPED
ISLAND (685 S.F.)
-9' WIDE LANDSCAPE BUFFER BETWEEN EXISTING
FENCE AND EDGE OF NEW PARKING LOT CURB
AND GUTTER
PROVIDE INTERNAL/CORNER LANDSCAPED
ISLAND (340 S.F.)
2" OF HMAC TYPE 3 SURFACE
COURSE CONFORMING TO SECTION
407 OF THE ARKANSAS HIGHWAY
AND TRANSPORTATION DEPARTMENT
(AHTD' STANDARD SPECIFICATIONS
20 10 _ . 40FT FOR HIGHWAY CONSTRUCTION, 1996
OR 2003 EDITION
6" THICK CLASS 7 SB-2}CRUSHED ". ^o; •d eva•' •� eva �d ova
N�
STONE COMPACTED TO 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONST'N
SCALE: 1 "=20'-O"
NOTES: 6" THICK OF EXISTING SUBGRADE
1. 48 TOTAL PARKING SPACES ARE PROVIDED WITH 4 HANDICAP ACCESSIBLE SCARIFIED AND RECOMPACTEE DENSITY
90°i� OF MODIFIED PROCTOR DENSITY
SPACES (ADJACENT TO HEADQUARTERS BUILDING).
2. WOOD PRIVACY FENCE SHALL MEET CITY OF LITTLE ROCK STANDARDS. HMAC ASPHALT SURFACE COURSE
3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS. f� fl f�
4 ORNAMENTAL WROUGHT IRON FENCE AND GATES SHALL BE SELECTED BY OWNER PRIOR TO PRICING NOT TO SCALE
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 ARE AVAILABLE FOR GATE OPERATION.
PAVEMENT DIMENSIONS
GATES SHALL HAVE MANUAL OVERRIDE FOR MANUAL OPERATION IN CASE OF POWER OUTAGES.
REFER TO THIS POINT
6. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATIONS OR OPERATIONS OF CONSTRUCTION
RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPAIRED BY THE RESPONSIBLE PARTY PRIOR TO THE
2" OF HMAC SURFACE —
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
COURSE
7. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER: SIDEWALK, RAMPS OR CONCRETE
APRONS WITHING THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE. REMOVED ABANDONED DRIVEWAY CUTS AND INSTALL
8" THICK CLASS 7 (56-2)—
CURB, GUTTER, AND SIDEWALK. ALL WORK WITHING THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF LITTLE ROCK
CRUSHED STONE COMPAC
STANDARD DETAILS AND ADA GUIDELINES.
TO 95% STANDARD PROCT
8. CONTACT MELVIN HALL (501.918.5217/501.590.7465) FOR INSPECTIONS OF ANY WORK IN PUBLIC RIGHT-OF-WAY PRIOR TO
DENSITY
PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK.
FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE
OWNER OR CONTRACTOR.
6" THICK OF 3000 PSI CONCRETE
W;#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`d� a �;` ;d
STONE COMPACTED TO 95`io STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONST N
ml
6" THICK OF EXISTING SUBGRADE
SCARIFIED AND RECOMPACTED TO
90% OF MODIFIED PROCTOR DENSITY
CONCRETE PAVEMENT AREAS
NOT TO SCALE
SIDEWALK
OR FIN,
GRADE _\
CONCRETE
4 LB'FT "U"
CHANNEL
(GALVANIZED)
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!— 3 1/2" —J
POST SECTION
_— SIGN
NUT AND
�— LOCK WASHER
1 5/16" MACHINE
SCREW OR BOLT
PARKING
ONLY
VAN
ACCESSIBLE
6"
- r
V
POST
PARTIAL ELEVATION
MOUNTING
SIGN POST W ACCESSIBILITY
SYMBOL & "VAN ACCESSIBLE"
EDGE OF WALK (AGAINST
SIGN MOUNTED BELOW. (VAN
LANDSCAPE OR BUILDING TYP. )
ACCESSIBLE SIGN NOT /
REQ'D. W/ MIN. 8-
STRIPED AISLE)
FACE OF WALK
OR CURB
ACCESSIBLE
RAMP.
SEE DETAIL
EDGE OF RAMP
WHEELSTOP
TO BE FLUSH
SEE DETAIL
S DE
WITH PARKING
E IF
LOT SURFACE
WALK WIDTH IS
LESS THAN T-0")
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4" PAINTED STRIPING
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V-6" O.C. AT 45'
IN FRONT OF RAMP
(WHITE REFLECTIVE)
NEW RAMP UP TO
SIDEWALK
PAVEMENT MAX.
SLOPE 2% IN
ALL DIRECTIONS.
I
9.00, 9 00, 9.00,
ACCESSIBLE PARKING STALLS
V-4- 6" SEE PLAN FOR WIDTH
FINISH GRADE 4" CONCRETE SLAB/BRUSH FINISH
W/6 x 6 - W1.4 x W1.4 W.W.F. ON
R?' N5 6" THICK SUBGRADE COMPACTED
TO 95% MODIFIED PROCTOR
R3.
MAXIMUM RUNNING
D ° SLOPE IS 5%.
MAXIMUM CROSS
SLOPE IS 2%.
X X X X
9. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK
NOTE:
IN THE RIGHT-OF-WAY. CONTACT TRAFFIC ENGINEERING AT 501.379.1817. ALL CURBING TO BE
10. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN MANUAL OF 3000 PSI 28 DAY
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD REQUIRES THAT PARKING SPACES BE MARKED IN WHITE. CONTACT TRAFFIC CONCRETE z6" THICK SUBGRADE COMPACTED
ENGINEERING (GREG CLAY 501.379.1811) WITH ANY QUESTIONS REGARDING STRIPING. TO 90%STANDARD PROCTOR
DENSITY
2'-0" CONCRETE CURB & GUTTER
NOT TO SCALE.
CONCRETE WALK SECTION
NOT TO SCALE
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REVISIONS:
DATE: MAY 2014
SHEET:
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