Z-8696 Map 3PROVIDE 2 NEW HANDICAP ACCESSIBLE —
PARKING SPACES WITH SIGNS (SEE DETAILS
THIS SHEET)
PROVIDE NEW S 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
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
MODIFY EXISTING SIDEWALK WITH HANDICAP
ACCESSIBLE RAMPS EACH SIDE OF NEW
ENTRANCE DRIVE
West 4(tt CONSTRUCT NEW WROUGHT IRON FENCE ACROSS
cet FRONT OF PROPERTY AND ALONG EXISTING CHAIN
LINK FENCE NE Corner
SE X SE X Sec.14
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36" DIA SYCAMORE TO BE REMOVED IN
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
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23.00' 1 1, 17.50'
10 SPACES 90.00,
94.00'
186°53'36" W 157.38
Power Pole
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SEE DETAIL THIS SHEET FOR CONSTRUCTION
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9' WIDE LANDSCAPE BUFFER BETWEEN EXISTING
AND EDGE OF NEW PARKING LOT CURB
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AFENCE
ND GUTTER
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EXISTING 30" DIAMETER RED OAK
TREE TO REMAIN
t1i0 PROVIDE INTERNAL/CORNER LANDSCAPED
i—� ISLAND (380 S.F.)
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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
INTERNALICORNER LANDSCAPED
140 S.F.)
2" OF HMAC TYPE 3 SURFACE
COURSE CONFORMING TO SECTION
407 OF THE ARKANSAS HIGHWAY
AND TRANSPORTATION DEPARTMENT
(AHTD' STANDARD SPECIFICATIONS
FOR H�GHWAY CONSTRUCTION, 1996
OR 2003 EDITION
6" THICK CLASS 7 (SB-2) CRUSHED �� �"�'$ �~'o° ,"Z or
STONE COMPACTED TO 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONST'N
SCALE: 1 "=20'-O"
IIIII�IIIIII IIIIIII
NOTES: 6" THICK OF EXISTING SUBGRADE
1. 48 TOTAL PARKING SPACES ARE PROVIDED WITH 4 HANDICAP ACCESSIBLE SCARIFIED AND RECOMPACTEENTO
SSITY
90% OF MODIFIED PROCTOR DE
SPACES (ADJACENT TO HEADQUARTERS BUILDING).
2. WOOD PRIVACY FENCE SHALL MEET CITY OF LITTLE ROCK STANDARDS. MAC ASPHALT SURFACE COURSE
3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS.
4. ORNAMENTAL WROUGHT IRON FENCE AND GATES SHALL BE SELECTED BY OWNERPRIOR 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 FORBOTH SLIDING GATES. SOLAR
PANELS WILL BE CONSIDERED FOR SOURCE OF POWER IF ACCEPTABLE PANELS ARE AVAILABLE FOR GATE OPERATION.
PAVEMENT DIMENSIC
GATES SHALL HAVE MANUAL OVERRIDE FOR MANUAL OPERATION IN CASE OF POWEROUTAGES.
REFER TO THIS POIN'
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
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
2" OF HMAC SURFACE
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
CURB, GUTTER, AND SIDEWALK. ALL WORK WITHING THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF LITTLE ROCK
8" THICK CLASS 7 (SB-2)
CRUSHED STONE COMF
STANDARD DETAILS AND ADA GUIDELINES.
TO 95% STANDARD PRC
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.
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V=171 T/ 171 AAlll o!l'i- 1.
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.
6" THICK OF 3000 PSI CONCRETE
W1#3 BARS (� 12" ON CENTER.
EACH DIRECTION ON 3" HIGH SAND
CHAIRS @ 36" ON CENTER, MAX IN
ALL DIRECTIONS
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6" THICK CLASS 7 SB-2 CRUSHED b +. ud
STONE COMPACTED TO 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONST'N
IIIIINIIIIII�IIIIIII
6" THICK OF EXISTING SUBGRADE
SCARIFIED AND RECOMPACTED TO
90% OF MODIFIED PROCTOR DENSITY
CONCRETE PAVEMENT AREAS
FINISH GRADE
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 6" THICK SUBGRADE COMPACTED
ENGINEERING (GREG CLAY 501.379.1811) WITH ANY QUESTIONS REGARDING STRIPING.
D�Nsi fY TANDARD PROCTOR
2'-0" CONCRETE CURB & GUTTER
NOT TO SCALE
NOT TO SCALE
SEE PLAN FOR WIDTH
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SIDEWALK
OR FIN.
GRADE
CONCRETE
6"
POST
SIGN POST W ACCESSIBILITY
SYMBOL & "VAN ACCESSIBLE"
SIGN MOUNTED BELOW. (VAN
ACCESSIBLE SIGN NOT T
REQ'D. W/ 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)
PAVEMENT MAX.
SLOPE 2% IN
ALL DIRECTIONS.
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 X
CONCRETE WALK SECTION
NOT TO SCALE
4 LBiFT "U"
CHANNEL
(GALVANIZED)
1 1/4"
3 1/2"
POST SECTION
SIGN
NUT AND
LOCK WASHER
5/16" MACHINE
SCREW OR BOLT
MOUNTING
9.00' 9.00' 9.00, y'
ACCESSIBLE PARKING STALLS
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EXISTING GROUND
LINE
NOT TO SCALE
PARKING
ONLY
VAN l
ACCESSIBLE
PARTIAL ELEVATION
EDGE OF WALK (AGAINST
LANDSCAPE OR BUILDING TYP.)
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FACE OF WALK
OR CURB
EDGE OF RAMP
TO BE FLUSH
WITH PARKING
LOT SURFACE
NEW RAMP UP TO
SIDEWALK
OF AliT
PHILLIP LEIMS ; =t
U : ENGINEERING. INC.tli
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: No. 566
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REVISIONS:
DATE: MAY 2014
SHEET:
C 1.1