HomeMy WebLinkAboutZ-8117-A Map 4DEVELAPDi NOT TO
RNSE GRADES NI FLOODWAT
REMOVE EXISTING ASPHALT
PAVEMENT TO PROPERTY LINE
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REMOVE EXISTING CONCRETE
BLOCK WALL
PARTIAL EXISTING SITE SURVEY / DEMOLITION PLAN
SCALE: T=20'-0"
NEW CONCRETE
ENTRANCE SLAB
SITE LAYOUT SCALE: 1"=20'-O"
NOTES:
1. ALL DIMENSIONS ARE TO BACK OF CURB
18 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 8 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 -WAV. 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.
20 10 0
Know what's below.
Call before you dig.
20 40FT
SCALE: 1"= 20'
SIDEWALK
OR FIN,
GRADE
CONCRETE
DRIVEWAY
POST
x�
SITE GRADING PLAN
4 LB/FT'U'
CHANNEL
(GALVANIZED)
1114'
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POST SECTION PARKING
ONLY
I� SIGN
NUT AND
LOCK WASHER VAN N
SH6' MACHINE ACCESSIBLE
SCREW OR BOLT
MOUNTING PARTIAL ELEVATION
SIGN POST W ACCESSIBILITY
"VAN
EDGE OF WALK (AGAINST
SYMBOL 8 ACCESSIBLE"
LANDSCAPE OR BUILDING TVP)
SIGN MOUNTED BELOW. (VAN
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••••'�
ACCESSIBLE SIGN NOT
RAMP.
REO'D. W/MIN.8'
STRIPED AISLE)
W PHILLIP Laws •'�
FACE OF WALK
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OR CURB
ACCESSIBLE
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CHINESE PISTACHE (7 TOTAL)
2" MIN CALIPER
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••••'�
RAMP.
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WHEELSTOP
SWEET BAY MAGNOLIA
2" MIN CALIPER
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SEE DETAIL
CLARA INDIAN HAWTHORN (36 TOTAL)
36" HT MIN AT INSTALLATION
(REO -D. IF
KNOCK OUT ROSE (28 TOTAL)
36" HT MIN AT INSTALLATION
WALK WIDTH IS
EMERALD GREEN ARBORVITAE
2" MIN CALIPER 8 5ft. HT MIN AT INSTALLATION
LESS THAN T -0-I
SOLID $OD
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0
' PAINTED STRIPING–
N
F O.C. AT 45"
I FRONT OF RAMP
YHITE REFLFUECTiVEI
Si
PAVEMENT MAX.
SLOPE 2% IN
9.00'
ALL DIRECTIONS.
9.00'
9.00'
ACCESSIBLE PARKING STALLS
EDGE OF RAMP
TO BE FLUSH
WITH PARKING
LOT SURFACE
W RAMP UP TO
)EWALK
UTILITIES
MATCH TOP OF NEW PAVEMENT
WITH EXISTING GRADES
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
668-498-0409
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
SCALE: 1"=20'-0"
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MASS PLANTIN(
ANDORRA JUNII
7-15" O.C. TYPICI
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
(Set. 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 6INCH CALIPER OR LARGER
LANDSCAPING LEGEND
C) WILLOW OAK (5 TOTAL)
2' MIN. CALIPER
LANDSCAPING CALCULATIONS
1. 6,105 SF TOTAL PAVEMENTANALKSIBUILDINGS.
2. 6,105 SF x 8% = 488 SF OF INTERIOR LANDSCAPE/GREEN SPACE REQUIRED.
3. WATER SOURCE WILL BE PROVIDED WITHIN 75 FEET OF ALL LANDSCAPED AREAS.
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PROJECT NUMBER:
SHEET ISSUE DATE:
8-16-16
PAGE TITLE:
6�i�w,IN
SHEET NUMBER:
C1.1
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CHINESE PISTACHE (7 TOTAL)
2" MIN CALIPER
` ,�� 0 F A(�.
••••'�
\�•,.•
W PHILLIP Laws •'�
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SWEET BAY MAGNOLIA (6 TOTAL)
2" MIN CALIPER
= •
; 9 ;• No. 566 ; �Z_
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SWEET BAY MAGNOLIA
2" MIN CALIPER
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CLARA INDIAN HAWTHORN (36 TOTAL)
36" HT MIN AT INSTALLATION
KNOCK OUT ROSE (28 TOTAL)
36" HT MIN AT INSTALLATION
EMERALD GREEN ARBORVITAE
2" MIN CALIPER 8 5ft. HT MIN AT INSTALLATION
SOLID $OD
LLLLJ
419 HYBRID BERMUDA
LANDSCAPING CALCULATIONS
1. 6,105 SF TOTAL PAVEMENTANALKSIBUILDINGS.
2. 6,105 SF x 8% = 488 SF OF INTERIOR LANDSCAPE/GREEN SPACE REQUIRED.
3. WATER SOURCE WILL BE PROVIDED WITHIN 75 FEET OF ALL LANDSCAPED AREAS.
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PROJECT NUMBER:
SHEET ISSUE DATE:
8-16-16
PAGE TITLE:
6�i�w,IN
SHEET NUMBER:
C1.1