HomeMy WebLinkAboutZ-3371-G (3)Site Plan - ApprovedI I
GENERAL NOTES:
GRAPHIC SCALE I "=20'
§flI1E lPlA� OJF PORSCHE LITTLE ROCK, GLENN RIDGE SUBDMSION I. FRONT YARD SETBACK IS 25.0' FEET UNLESS OTHERWISE NOTED.2. SIDE YARD SETBACKS ARE 15'.
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BASIS OF BEARINGS
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FLOOD STATEMENT:
-E STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83 2002
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD
INSURANCE RATE MAP NO. 05119C0434G, DATED JULY 6, 2015,
INDICATES THAT THIS PROPERTY LIES WITHIN ZONE X. AND ARE
NOT WITHIN THE AREAS OF I 00 YEAR FLOODING
SURVEY CODE:
500-0 IN-I 3W-0 -2 J -3 l 0-60-1803
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516 COJLONJEJL GJLJENN lPl.AZfit LOOP ILlff IT1LJE JROCK, lPlJlLASJKlI CCO., .f>'Jl 8/]19/22, ZONJED C�4
LEGAL DESCRIPTION
LANDS LYING IN THE NEl/4 SWl/4 AND THE NWl/4 SEl/4, SECTION 21. TOWNSHIP I NORTH,
RANGE 13 WEST, LITTLE ROCK, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE SAID NEl/4 SWI /4; THENCE S 85°47'54"
E 392.25 FEET TO THE WEST RIGHT OF WAY LINE OF INTERSTATE 430; THENCE ALONG SAID
WEST RIGHT OF WAY LINE, N 07°57'57' E 445.65 FEET TO THE POINT OF BEGINNING; THENCE
LEAVING SAID RIGHT OF WAY, N 87°47'59" W 488.29 FEET; THENCE N 44°24'03" W 116.91
FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF COLONEL GLENN PLAZA LOOP;
THENCE ALONG SAID RIGHT OF WAY AND A CURVE TO THE LEFT 133.21 FEET. CURVE
HAVING A RADIUS OF 243.96 FEET AND A CHORD BEARING AND DISTANCE OF N 32°16'07"
E 131.56 FEET; THENCE LEAVING SAID RIGHT OF WAY LINE S 73°22'26" E 151.97 FEET TO A
POINT; THENCE S 87°45'42" E 375.90 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF
INTERSTATE 430; THENCE S 07°57'5(J' W 156.83 FEET ALONG SAID RIGHT OF WAY LINE TO THE
POINT OF BEGINNING ..
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3. REAR YARD SETBACK IS 50'.
4. PROPERTY IS ZONED 'C-4'. 5. ALL DRIVEWAY RADII ARE 25' UNLESS OTHERWISE NOTED.6. WATER TO BE SUPPLIED BY CENTRAL ARKANSAS WATER.
7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAIMATION AUTHORITY.8. ALL STREET SIDEWALKS TO BE 5' WIDE CONCRETE.
GENERAL PAVING NOTES
I.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB
AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT.
[AASHTO T-180). 2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS.
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM. (AASHTO
T-180). 3.CRUSHED STONE-MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A
DENSITY OF 98% MAXIMUM [AASHTO T-191 ).
4.TRENCH DRAINS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. 5.ACTUAL PAVING DESIGN TO BE PER THE RECOMMENDATIONS OF THE SOILS
STUDY.
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516 COLONEL GLENN"
PLAZA LOOP ..._______
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88148.636 SF
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� PARCEL #t44l1431300400
PLAYTIME PARfNERSHIP LLC "fQ.J 1501 N UNIVERSITY AVE
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ZONED C-3
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DESCRIPTION
WATER LINE
GAS LINE
SANITARY SEWER LINE
FIBER OPTIC LINE
UNDERGROUND PHONE LINE
OVERHEAD ELECTRIC LINE
UNDERGROUND ELECTRIC LINE
STORM DRAINAGE PIPE
DRAINAGE STRUCTURE -NO.
CATV CABLE LINE
FENCE
DITCH FLOW LINE
CURB INLET/ JUNCTION BOX
CONTROL POINT
GAS METER
GAS REGULATOR
WATER METER
WATER VALVE
FIRE HYDRANT
AIR RELEASE VALVE
GUY ANCHOR
UTILITY POLE
LIGHT POLE
ELECTRICAL BOX
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
TELEPHONE PEDESTAL/RISER
SIGN
EXISTING
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PROJECT
LOCATION
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VICINITY MAP
Holloway Engineering, Surveying & Civil Design
200 Ca,;ey Drive Maumelle, AR 72113
(501) 851-3366 www.hoUoway-eng.com
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1-430 RIGHT OF WAY
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2� ACHM SURFACE
COURSE
\/, 1/_<(� /( :'«( //,Y/,(F/,,/ • / • '/ · e v/-' /§w»»-,.;,c:l»;/{"//, )»');,���>si::$>;;,'»§>,.��»>����rt���%�%';;,'>?, s• MIN. CRUSHED AGGREGATE BASE \_ 6� MIN. CRUSHED AGGREGATE BASE
COURSE, CLASS 7, COMPACTED TO COURSE, CLASS 7, COMPACTED TO
100% OF THE MAXIMUM DRY DENSITY 100% OF THE MAXIMUM DRY DENSITY
a• MIN. COMPACTED SUBGRADE 8' MIN. COMPACTED SUBGRADE
TO 95% MODIFIED PROCTOR DENSITY. TO 95% MODIFIED PROCTOR DENSITY.
HEAVY DUTY SECTION STANDARD DUTY SECTION
FINAL PAVING DESIGN TO CONFORM TO AND WITH ALL
DETAILS DESCRIBED IN GEOTECHNICAL REPORT
ASPHALT PAVING DETAILS
N.T.S.
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JOB NO.: 2022-048
DATE: 10/6/22
DRAWN BY: MDR
SHEET NUMBER:
Cl .00
L:\2022\2022--080 Little Rock Porsche Glenn Ridge Steven Craney\Drawings\SHEETS\C 1.00 SITE PLAN.dv
Approved by BOA12-15-22