HomeMy WebLinkAboutSite Plan 110122N
GRAPHIC SCALE 1"=20'
20 0 20 40
BASIS OF BEARINGS
E STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83 2002
0
FLOOD STATEMENT:
I H 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 100 YEAR FLOODING
SURVEY CODE:
500-01 III- 13 W -0 "Z 1 310-60-1803
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26 COLONEL GLENN ]PLAZA LOOP
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AL DESCRIPTION
DS LYING IN THE NE1/4 SW1/4 AND THE NW1/4 SE1/4, SECTION 21, TOWNSHIP 1 NORTH,
GE 13 WEST, LITTLE ROCK, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
AMENCING AT THE SOUTHEAST CORNER OF THE SAID NE1 /4 SW 1 /4; THENCE S 8504754"
WET RIGHT OF WAY LINE OF INTERSTATE 2.25 FEET TO THE S 430• THENCE ALONG SAID G ,
T RIGHT OF WAY LINE, N 0705757' E 445.65 FEET TO THE POINT OF BEGINNING; THENCE
✓ING SAID RIGHT OF WAY, N 8704759' W 488.29 FEET; THENCE N 4402403" W 116.91
TO A POINT ON THE EAST RIGHT OF WAY LINE OF COLONEL GLENN PLAZA LOOP;
ACE ALONG SAID RIGHT OF WAY AND A CURVE TO THE LEFT 133.21 FEET, CURVE
'ING A RADIUS OF 243.96 FEET AND A CHORD BEARING AND DISTANCE OF N 32016,07,
1.56 FEET; THENCE LEAVING SAID RIGHT OF WAY LINE S 73'22'26' E 151.97 FEET TO A
AT; THENCE S 87'45'42" E 375.90 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF
RSTATE 430; THENCE S 07'57'50" W 156.83 FEET ALONG SAID RIGHT OF WAY LINE TO THE
NT OF BEGINNING.,
GENERAL NOTES:
1. FRONT YARD SETBACK IS 25.0' FEET UNLESS OTHERWISE NOTED.
2. SIDE YARD SETBACKS ARE 15'.
3. REAR YARD SETBACK IS 50'.
4. PROPERTY IS ZONED 'C-4'.
5. ALL DRIVEWAY RADII ARE 25UNLESS 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
1. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB
AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN
95% 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 .
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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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8" MIN. CRUSHED AGGREGATE BASE 6" MIN. CRUSHED AGGREGATE BASE JUB NU.: 2022-048
L COURSE, CLASS 7, COMPACTED TO - COURSE, CLASS 7, COMPACTED TO
100% OF THE MAXIMUM DRY DENSITY 100%OF THE MAXIMUM DRY DENSITY DATE: 10/6/22
8' MIN. COMPACTED SUBGRADE L 8' MIN. COMPACTED SUBGRADE DRAWN BY: MDR
TO 95% MODIFIED PROCTOR DENSITY. TO 95% MODIFIED PROCTOR DENSITY.
HEAVY DUTY SECTION STANDARD DUTY SECTION SHEET NUMBER:
FINAL PAVING DESIGN TO CONFORM TO AND WITH ALL
DETAILS DESCRIBED IN GEOTECHNICAL REPORT
ASPHALT PAVING DETAILS C 1.00
N.T.S.
L:\2022\2022-080 Little Rock Porsche Glenn Ridge - Steven Croney\Drawings\SHEETS\C 1.00 SITE PLAN.de