HomeMy WebLinkAboutZ-9698 Site Plan.'ct
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NOTES:
1. ADDRESS OF PROPERTY: NOT ASSIGNED /
2. BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATE SYSTEM
NORTH ZONE, NAD 63
3. AREA OF PROPERTY: 20.95 ACRES (MORE OR LESS)
4. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR
FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY
AND FLOOD INSURANCE WORK MAP FOR THE CITY OF LITTLE ROCK,
ARKANSAS.
(FIRM COMMUNITY PANEL # 05119C0315G, 7/6/2015)
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0'27"W
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PROP MONUMENT SIGN
MAX SIZE AND HEIGHT ALLOWED
BY ORDINANCE
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ex sidewalk
-- ---------
5'
PROP MONUMENT SIGN
MAX SIZE AND HEIGHT ALLOWED
BY ORDINANCE
ST. MARCARETS EPISCOPAL CHURCH
0
R999.9 '
4'35"
LC 1 6 9 7'
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PO TLA T CIIDEL TI C REAL ESTATES, LL C.
SYNOPSIS
2—STORY STRUCTURE
TOTAL PARCEL AREA = 20.95 Acres
TOTAL BLDG COVERAGE = 55,000 SF
MAX BLDG FLOOR SF = 110,000 SF^"��' .
NORMAL OFFICE HOURS FOR ADMIN ,� 5 AM TO 10:30 PM MON—SAT
6 AM TO 9 PM SUNDAY
PARKING SPACES PROVIDED = 600 SPACES
GIs.
STAT OF
ARKANSAS
NO. 1467
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Legal Description — Chenal Valley Tract 17 (Unrecorded)
A TRACT OF LAND LOCATED IN PART OF THE S1/2 S1/2, SECTION 23,
T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS. BEING MORE PARTICULARLY
DESCRIBED AS:
BEGINNING AT A POINT ON THE EAST RIGHT—OF—WAY OF CHENAL PARKWAY
AND ON THE NORTH RIGHT—OF—WAY OF CHENAL VALLEY DRIVE; THENCE
ALONG SAID EAST RIGHT—OF—WAY THE ARC OF A 2744.79 FOOT RADIUS
CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF
N19'02'53"E, 244.31 FEET; THENCE CONTINUING ALONG SAID RIGHT—OF—WAY
THE FOLLOWING COURSES; (1) N66'24'04"W, 20.00 FEET; (2) N21'44'35"E,
663.61 FEET; THENCE LEAVING SAID RIGHT—OF—WAY THE FOLLOWING
COURSES; (1) S66'15"24"E, 172.57 FEET; (2) N70'59'00"E, 514.47 FEET;
(3) S68'17'57"E, 594.63 FEET; (4) S21'42'03"W, 414.62 FEET; (5)
S65'56'35"W, 264.60 FEET; (6) S60'56'09"W, 327.29 FEET; (7) SO4'03'25E,
114.69 FEET TO A POINT ON THE NORTHERN RIGHT—OF—WAY OF CHENAL
VALLEY DRIVE; THENCE CONTINUING ALONG SAID RIGHT—OF—WAY, THE
FOLLOWING COURSES; (1) THE ARC OF A 62.50 FOOT RADIUS CURVE TO
THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N86'44'26"W, 25.17
FEET; (2) S65'56'35"W, 56.15 FEET; (3) THE ARC OF A 999.93 FOOT
RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF
S61'04'35"W, 169.67 FEET; (4) S76' 12'31 "W, 130.41 FEET; (5) THE ARC OF
A 909.93 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING
AND DISTANCE OF S69'51'05"W, 429.19 FEET; (6) N75'30'27"W, 4.69 FEET
TO THE POINT OF BEGINNING CONTAINING 20.95 ACRES MORE OR LESS.
Scale 1" = 50 ft
, ESTATES,
I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND
DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH
ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS
EXCEPT AS SHOWN.
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
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Marion S. Foster, PLS #1467 Ark
GENERAL NOTES
1.. All parking site lighting will be low—level and directed away from adjacent property.
2.. Building Height not to exceed 50'.
1 Development will utilize Commercial Garbage pick—up.
4.. The project maybe developed in more than one phase.
5.. This project will not be enclosed with fencing.
6. An irrigation system to water landscaped areas will be provided.
7. Landscape plans stamped with seal of a Registered Landscape Architect
will be provided prior to obtaining a building permit.
S. All handicap ramps within the ROW will meet ADA standards.
9.. All driveway aprons shall meet City Ordinance.
10. NPDES and grading permits are required prior to construction.
11. Stormwater detention will be provided flowing to north and east.
12. Easements for public storm drainage will be provided.
13. Plans for all work in the right—of—way shall be submitted for
approval prior to start of work.
14. Any damages to curb, gutter or sidewalk in the right—of—way will be repaired
or replaced.
1,5. Developer shall prepare a letter of pending development addressing street lights.
16. Striping and signage plans shall be submitted to Traffic Engineering for approval.