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RASE GRADES W FLOODWAY
REMOVE EXISTING ASPHALT
PAVEMENT TO PROPERTY LINE
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REMOVE EXISTING CONCRETE
BLOCK WALL
PARTIAL EXISTING SITE SURVEY / DEMOLITION PLAN SCALE: 1•=29"-B"
NEW CONCRETE
ENTRANCE SLAB
EXISTING ENTRANCE DRIVEWAY
TO REMAIN
SITE LAYOUT SCALE: 1"=20'-0"
NOTES:
1. ALL DIMENSIONS ARE TO BACK OF CURB
2,8 TOTAL PARKING SPACES ARE PROVIDED (1 ADA ACCESSIBLE PARKING SPACE)
3. ALL SETBACKS SHALL MEET CITY OF LITTLE ROCK REQUIREMENTS.
4. DAMAGE TO PUBLIC AND PRIVATE PROPERTY DUE TO HAULING OPERATION OF
CONSTRUCTION RELATED EQUIPMENT FROM A CONSTRUCTION SITE SHALL BE REPARIED BY
THE RESPONSIBLE PARTY PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. REPAIR, REPLACE, OR EXTEND EXISTING DAMAGE OR MISSING CURB & GUTTER, SIDEWALK,
RAMPS OR CONCRETE APRONS WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE SITE.
REMOVE ABANDONED DRIVEWAY CUTS AND INSTALL CURB, GUTTER, AND SIDEWALK. ALL
WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY OF CONWAY STANDARD
DETAILS AND ADA GUIDELINES.
6. OBTAIN PERMITS PRIOR TO DOING ANY STREET CUTS OR CURB CUTS. OBTAIN BARRICADE
PERMIT PRIOR TO DOING ANY WORK IN THE RIGHT-OF-WAY. CONTACT CITY OF LITTLE ROCK
TRAFFIC ENGINEERING FOR MORE INFORMATION.
7. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO
REQUIRMENTS GIVEN IN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MUTCD
REQUIRES THAT PARKIMG SPACES BE MARKED IN WHITE. CONTACT CITY OF LITTLE ROCK
TRAFFIC ENGINEERING WITH ANY QUESTIONS REGARDING STRIPING.
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Call before you dig.
10 0 20 40FT
SCALE: 1"= 20'
4 LS/FT'U'
CHANNEL
(GALVANIZED)
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POST SECTION
SIDEWALK
OR FIN_
GRADE
POST
'—SIGN
NUT AND
LOCK WASHER
5116' MACHINE
SCREW OR BOLT
MOUNTING
SITE GRADING P LAN SCALE: 1"=20'-0"
PARKING
ONLY
VAN
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SIGN POST W ACCESSIBILITY
EDGE OF WALK (AGAINST
SYMBOL &'VAN ACCESSIBLE"
LANDSCAPE OR BUILDING TYR)
SIGN MOUNTED BELOW. (VAN
ACCESSIBLE SIGN NOT
r
REDD. W/ MIN. W
STRIPED AISLE)
FACE OF WALK
OR CURB
ACCESSIBLE
RAMP.
SEE DETAIL
WHEELSTOP
SEE DETAIL
(REO'D. IF
WALK WIDTH IS
LESS THAN T -T)
IF
PAINTED STRIPING -
I FRONT OF RAMP
YHITE REFLECTIVE)
SII
PAVEMENT MAX
SLOPE 2% IN
-
9.00'
ALL DIRECTIONS.
9.00'
9.00'
ACCESSIBLE PARKING STALLS
EDGE OF RAMP
TO BE FLUSH
WITH PARKING
LOTSURFACE
W RAMP UP TO
)EWALK
UTILITIES
SANITARY SEWER:
LITTLE ROCK WASTEWATER
501-688-1452 (ENGINEERING)
501-223-1509 (EMERGENCY)
WATER:
CENTRAL ARKANSAS WATER
221 EAST CAPITOL
LITTLE ROCK, ARKANSAS
501-372-5161
ELECTRIC:
ENTERGY ARKANSAS, INC.
425 WEST CAPITOL AVENUE
LITTLE ROCK, ARKANSAS
501.377-4000
NATURAL GAS:
CENTERPOINT ENERGY
400 WEST CAPITOL #600
LITTLE ROCK, ARKANSAS
888-098-0409
2" OF HMAC 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
6" THICK CLASS 7 (SB -2) CRUSHED
STONE COMPACTED TO 95% STANDARD
PROCTORDENSITY CONFORMING TO
SECTION 303 OF THE (AHTD) STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTN
6" THICK OF EXISTING SUBGRADE —
SCARIFIED AND RECOMPACTED TO
90% OF MODIFIED PROCTOR DENSITY
MATCH TOP OF NEW PAVEMENT
WITH EXISTING GRADES
O b• Q O.b•
MASS PLANTIN(
ANDORRA JUNII
2'-6" O.C. TYPIC
ALL FRONT YARD SHRU
MUST BE 36" MINIMUM I
AT INSTALLATION
HMAC ASPHALT SURFACE COURSE
NOT TO SCALE
24" BERM AND 36" PLANT" V
MATERIALS THAT WILL BE
INSTALLED AND MAINTAINED AT
AT A MINIMUM OF 42" IN HEIGHT
SITE LANDSCAPING PLAN SCALE: 1"=20'4"
1. ALL LANDSCAPING SHALL COMPLY WITH CITY OF LITTLE ROCK LANDSCAPING ORDINANCE
(Sec. 15-100) AND ZONING REGULATIONS.
2. ALL LANDSCAPED AREAS OF THE SITE SHALL BE CONSTRUCTED WITH AN AUTOMATIC
SPRINKLER IRRIGATION SYSTEM AS PART OF THE LANDSCAPING SUBCONTRACT, IRRIGATION
TO COVER 100% OF ALL LANDSCAPING AREA.
3. ALL SITE PERIMETER TREES SHALL PROVIDE AN (8) EIGHT FOOT HEIGHT CLIMB
CLEARANCE EXCEPT MULTI -TRUNK SPECIES, WHICH SHALL BE INSTALLED AND MAINTAINED
AS NOT TO CREATE OBSTRUCTIONS TO VEHICULAR OR PEDESTRIAN TRAFFIC.
4. GENERAL CONTRACTOR SHALL PROVIDE SCHEDULE 40 PVC SLEEVING 4" OR 6" UNDER ALL
DRIVES AND PAVED AREAS FOR IRRIGATION PIPING. SLEEVING SHALL BE BURIED A MINIMUM
OF 18" BELOW GRADE AND THE ENDS OF THE SLEEVES CLEARLY MARKED BY THE GENERAL
CONTRACTOR AND SHALL EXTEND OUT A MINIMUM OF 18" PAST ANY CURB OR PAVING.
5. PROVIDE MULCH AND EDGING IN ISLANDS AND AROUND BASE OF ALL LANDSCAPED AREAS
AROUND NEW PARKING LOT PERIMETER.
6. THE CITY BEAUTIFUL COMMISSION RECOMMENDS PRESERVING AS MANY EXISTING TREES
AS FEASIBLE ON THIS SITE. CREDIT TOWARD FULFILLING LANDSCAPE ORDINANCE
REQUIREMENTS CAN BE GIVEN WHEN PRESERVING TREES OF 6 INCH CALIPER OR LARGER
LANDSCAPING LEGEND
WILLOW OAK (5 TOTAL)
ro JJJ 2" MIN. CALIPER
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CHINESE PISTACHE (7 TOTAL) .`'(F- OF A(9' ���', / T��07 "•
2" MIN CALIPER j\�'••••'""'•• +�' ARKANSAS_
PHILUP LEMS ? 1 REGI -T E
U Z ENGINEERING, INC. ; N
O SWEET BAY MAGNOLIA ( ) _ * ZZ,
PROFESS AL
• 2" MIN CALIPER 6 TOTAL 9 No. 566 " � ENG ER
�rq,1A,........\� �. * 540
4S S77 �S
O SWEET BAY MAGNOLIA"nullllulll`�
2" MIN CALIPER
O CLARA INDIAN HAWTHORN (36 TOTAL) PROJECT NUMBER:
36" HT MIN AT INSTALLATION
• KNOCK OUT ROSE (28 TOTAL)
36" HT MIN AT INSTALLATION SHEET ISSUE DATE:
EMERALD GREEN ARBORVITAE 8-16-16
2" MIN CALIPER & 5ft. HT MIN AT INSTALLATION
✓ (I PAGE TITLE:
SOLID SOD
419 HYBRID BERMUDA
LANDSCAPING CALCULATIONS SITE PLAN
1. 6,105 SF TOTAL PAVEMENT/WALKS/BUILDINGS.
2. 6,105 SF x 8% = 488 SF OF INTERIOR LANDSCAPEIGREEN SPACE REQUIRED.
3. WATER SOURCE WILL BE PROVIDED WITHIN 75 FEET OF ALL LANDSCAPED AREAS.
SHEET NUMBER:
C1.1