HomeMy WebLinkAboutZ-5703-F Map 3M
Found Mas Nail
0
Cr
O
LL-
Ld
J
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2
D7
Found Mag.
N - 137853.1
E - 1194661.4
Found Cotton Picker Spine
COLONEL _
GLENN ROA -D-- w 20" CIP
- = WA 7-4'R
W
5, D Sidewalk PROPOSED 9' SIDEWALK &
aina= BIKE TRAIL r0 REPLACE
-- 0 �Uti7i�as� ��IDEWgLK BIKE EXISTING SIDEWALK
TRAJLEJ1 5548 E 153 U1'
sr
PROPOSED SIGNB
5'A ORA/NAG
/ PROPOSED E& UTIL
PARKING LIGHT EST C2
196.0 PROPOSED
I �p PARK/RG'-LIGHT- -1� E�-----=-'
18.4 ♦�
001
p TYPE A -p
00
ASPHALT TYPE A
ASPHALT
TYPE A
ASPHALT 140.0
28.0
I00
o -
wi
N
PUMP ISLAND
06 C\l
O I I R15. �� o
Z N O
=J6.00 N o
N
12.0
�` 28.0 , 28.0 28.0 28.0
®�
TA K
PROPOSED Hj Ip
PARKING LIGHT I N O
��
c 25.0 � � ASPB
ALT
N
O �I
L N ps
o EI p --ONOo
O
W m L 0 100.0 p
T a^- -fir/
CI'
4 FIT
p 1.55 S
O rol TYPE A TYPE B N ��
Z .�I ASPHALT ASPHALT 4
nl 20.0 O ® 24.0
DETENTION AREA
ASO
0� .SIDEWALK -Er PE ET •' SIDEWALK- ,-
TYPE ATOP LEVEE. 209.5
81.4 VOLUME.- 2120 CU.FT
8. D TYPE A
BEGIN FOUNDATION REQUIRED: 1907 CU.FT.
Q TYPE B
� STEM WALL REFER r0
I
co
W
N
LO
O
24.0
& CURB USED FOR COVERAGE
FT
PCD ZONING SETBACK REQUIREMENTS:
FRONT / STREET BUILDING SETBACK
SIDE BUILIDNG SETBACK
REAR BUILDING SETBACK
SO
FOUNATION PLAN.
TOTAL PARKING SPACES ON PLAN
w
, �.,
ASPHALT
C2 I
ASPHALT
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED BUILDINGS
PROPOSED LANDSCAPE
COVERAGE PERCENTAGES:
PROPOSED ASPHALT
PROPOSED CONCRETE
®
PROPOSED LANDSCAPE BUFFER AREA
LANDSCAPE INTERIOR % TO HARDSCAPE
PROPOSED SOD AREAS
- Surveyed lines
TOTAL % PAVEMENT, BUILDING /
IMPERVIOUS
TOTAL % GRASS / PERVIOUS
T
Telephone
Y
m
Road Center line
X
Wire / Chainlink Fence
O
N
CIRCLE K C -STORE
S
Sanitary Sewer
W
Water Line
4200 SO. FT
I
. . . . . . . . . . .
Wooded area limits
FF- 212.80
Overhead Powerline
r
20.0
Water Box
31.0
,.
i
QS Sanitary Sewer Manhole
PROPOSED CONCRETE
7.4
a,
® Sanitary Sewer Manhole
JG
Q
�T Telephone Pedistal
PROPOSED HEAVY DUTY
o
100.0
A
-0 Guy Wire
82.5
0
O Computed Corner
RECEIVED
• Found Monument (Labeled)
N
FEB 2 6 20N
Proposed light pole
BY:-�_
7.0
PARKING LIGHT
TYPE B
OTE
PROPOSED
PARK/NG LIGHT
UMPS
r.°
ASPHALT
N
O
CONC./
8' HIGH MASONARY
h�
28.1
BEGIN FOUNDATION
SCREENING AROUND
STEM WALL. REFER TO
DUMPSTER ENCLOSURE
/
ms's
-p
R 1h p �
FOUNATION PLAN.
I REMOVE EX/SrING-1
f
cp
/ CULVERT
40' Access & Utility Easement SN
- -- - - - - - - L - 55.0'
REMOVE 60 LF OF
EXISTING CURB FOR Shared Access Drive
PROPOSED DRIVE
PAVEMENT SECTION
21NCHES HMAC
UGHTDUTYSECRON a, ;; r?:�,: (} 71NCHES CRUSHED STONE BASE COURSE (95% MP)(AHTD CLASS 7)
TYPE A" ASPHALT s' 't' i . '`: SUBGRADE COMPACTED TO 95% MODIFIED DENSITY
(SUBGRADEMA TERIAL AND THICKNESS SUBJECT TO
GEOTECHNICAL ENGINEERSRECOMMENOATIONS)
1.5 INCHES HMAC S URFACE CO URSE
25INCHES BINDER COURSE
HEAVYDUTYSECTION �,.., BINCHES CRUSHED STONEBASECOURSE(95% MP)(AHTD CLASS 7)
TYPES° ASPHALT 1"i: i'. Y.; " .' :•.
SUBGRADE COMPACTED 70 95% MODIFIED DENSITY
(SUBGRADEMATERIAL AND THICKNESS SUBJECT TO
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS)
3500 PSI CONCRETE
REFER TO PLAN
SLOPE AWAY FROM BUILDING
2'0' CONCRETE
COMBINATION
CURB & GUTT5R
CLASS 7 MATERIAL
MIN. 3" COMP DEPTH
CONCRETE PAVEMENT 4000 PSI
GRADES SHOWN �� i.'•- 9.
ON SITE PLAN n
COMPACT TO 98% SP yy2„
�SUBGRADE COMPACTED
TO 95% MODIFIED
PROCTOR DENSITY,
TYPICAL CURB& GUTTER DETAIL
N. T.S.
3500 PSI CONCRETE
REFER TO PLAN
SITE SUMMARY
CURRENT JURISDICTION CITY OF LITTLE ROCK, AR
CURRENT ZONING DISTRICT POD EXPIRED
W PROPOSED PZD ZONING PCD PLANNED COMMERCIAL
PROPOSED USE C -STORE
TOTAL SITE AREA 67454 SQ. FT.
TOTAL AREA WITHIN EXISTING SIDEWALK 57761 SOF. T
j
lj F- - --- - -
REMOVE 60 LF OF
/-EX/STING CURB FOR
PROPOSED DRIVEWAY
Fire Hydrant
I
C _
C
> N I
N �...
0 N
LO
M O
h
& CURB USED FOR COVERAGE
FT
PCD ZONING SETBACK REQUIREMENTS:
FRONT / STREET BUILDING SETBACK
SIDE BUILIDNG SETBACK
REAR BUILDING SETBACK
SO
PARKING REQUIREMENTS:
TOTAL PARKING SPACES ON PLAN
HANDICAP SPACES
PARKING REQUIRED BY JURISDICTION
C2 I
PROPOSED SITE COVERAGE:
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED BUILDINGS
PROPOSED LANDSCAPE
COVERAGE PERCENTAGES:
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED BUILDING
PROPOSED LANDSCAPE BUFFER AREA
LANDSCAPE INTERIOR % TO HARDSCAPE
PROPOSED SOD AREAS
- Surveyed lines
TOTAL % PAVEMENT, BUILDING /
IMPERVIOUS
TOTAL % GRASS / PERVIOUS
THICKEN SLAB ADJACENT TO
ASPHALT DRIVING SURFACE
DUMPSTER & TANK CONCRETE SECTION
NTS
6" THICK OF 4000 PSI
Manhole /Water Meter
Fl TUFF-;
128.1 25' REQUIRED
81.4 0' REQUIRED
60.3' 25' REQUIRED
16
2
16
23681
SQ
FT
9453
SQ
FT
4200
SO
FT
20427
SO
FT
41.0%
16.4%
7.3,v
8.3%
9. 1
21.8%
64. 6%
35.4%
LEGAL DESCRIPTION
Lot 1, Colonel Glenn Business Center, an Addition to the
City of Little Rock, Arkansas.
CURVE TABLE
Curve I
Delta
Radius
Bearing
Chord
I Arc Length
C1 1
99-2452"1
40.00
1 N 48'21'59" Ej
61.02
69.40
C2 I
OJ -17,32"I
1500.00
S 83'33'59" El
86,181
86.19
SANITARY SEWER:
LITTLF ROCK WASTEWATER
PUBLIC WORKS
501-688-1452
507-223-7509
WATER:
CEN7RAL ARK. WATER
221 EAST CAPITOL
LITTLE ROCK, ARKANSAS
501-372-5767
ELECTRIC:
ENTERGY
425 WEST CAPITOL AVENUE
LITTLE ROCK, ARKANSAS
501-377-4000
NATURAL GAS.
CENTERPOINT
400 WEST CAPITOL #600
LITTLE ROCK, ARKANSAS
RRR-QQR-nz n c)
REINFORCED CONCRETE 2, o °
+ s .CONC. PAVING 4 " THICK CLASS 7 //SB -2 CRUSHED �° �° ° °
O STONE COMPACTED 70 95. MODIFIED ° °° °°
PROCTOR DENSITY Q Q 4 Q
1�•. / N 1L 72"
1 THICKEN SLAB ADJACENT TO
COMPACT TO 98% SP 1 COMPACTED SUBGRADE
COMPACT TO 98R SP >'� OTHER PAVEMENT SECTION
' 12" SIDEWALK FOOTING TO BE
PLACED ADJACENT TO
ASPHALT/CONC. DRIVING SURFACE
IN LIEU OF CONCRETE
CURB/GUTTER
CONC. SIDEWALK - TYPE 'A'
NTS
CONC. SIDEWALK - TYPE 'B'
NTS
`COMPACTED TO 98�o
STANDARD PROCTOR
* CONCRETE PAVEMENT AND REINFORCEMENT
TO BE VERIFIED PER ACI 330R-08-SPB
CONCRETE PAVEMENT SECTION
NTS
Vo:ife`- '!,I
Lo
GENERAL NOTES:� N
�C
1.) SURVEYING PROVIDED BY SOUTH POINT SURVEYING, LLC. U M
2.) BUILDING LINES TO BE AS NOTED ON SITE PLAN.
,1 o
3.) PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS PLAN
LO
AND BASED ON GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS. s L
Q
4.) ATTENTION IS CALLED TO CONSTRUCTION DETAILS FOR ADDITIONAL L� o Lo
INFORMATION. > o
Od 5.) CONTRACTOR SHALL INCLUDE IN BID THE COST FOR COMPACTION TESTS r
ON SUBGRADE AND BASE. W
6.) CONSTRUCTION SITE SHALL ADHERE TO CITY OF LITTLE ROCK Q
STORMWATER REQUIREMENTS, AND SHALL MEET ALL APPLICABLE ADEQ zZO
STANDARDS FOR EROSION CONTROL MEASURES. 0)
7.) ALL UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION (ONE CALL, iW
CITY, ETC.) (JV W
m
8) CONTRACTOR TO ADHERE TO CURRENT OSHA EXCAVATION & TRENCH
SAFETY REGULATIONS. C W
9) THE APPROXIMATE LOCATION OF KNOWN SURFACE AND SUBSURFACEZ'c W
STRUCTURES, PIPES, POWER GAS, PHONE, ETC. ARE SHOWN ON THE p F-
DESIGN DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE a U)
FOR DETERMINING THE EXACT LOCATION OF THE AFOREMENTIONED W
ITEMS, SHOWN AND NOT SHOWN.
rrso s,�T�ATTE�E pF •.��
VARIANCE REQUEST NOTES: NONE REQUESTED •rr AKKANSAS ArC)
BY GRAPHIC PLOTTING ONLY LICENSED ; N
THE DESCRIBED PROPERTY PROFESSIONAL
DOES NOT LIE WITHIN A FLOOD ENGINEER i
SOONE URCEAREA.FIRM S * * * � \��o�\ZATI/pU7j7i�///i
No. 14266 0 �it .�` _ !y
PANEL NO.: 05119CO434G
DATE: JULY 6, 2015 •••.• qN RIGH
_ U N
,0: ..'�
ENGINEER DEVELOPERS„i
RICHARDSON ENGINEERING,
ADDRESS: 210 SEVIIER ST. 6020FRANCH£DRI EENT, LLC/IjliI n��?�\\\\\\\\
BENTON, AR. 72015 LITTLE ROCK, AR
PHONE NO. (501) 249-3141 (501)246-4095
PROJECT REPRESENTATIVE. • ERIC RICHARDSON
SURVEYOR
SOUTH POINT SURVEYING, PLLC OWNER OF RECORD
1082 GRANT 748 10303 COLONEL GLENN LLC
SHERIDAN, AR 72150 1 ALLIED DRIVE, SUITE 1500
LITTLE ROCK, AR, 72202
(501)285-5958 SOURCE OF TITLE. • 1017-031898 W U�
O
VICINITY MAP ~ Q
1" = 1000'LQ
O
r L
2 m 1 F r k Gb MMIi oa /�
J TCup
x.
j $ °"
1' z
41
a 36 X c
z -ter • , `
w�r'yg� Tei
JAMES AMJ di
° ex W W
y___ a -t
- M i •• •f
6W 5, x.r I i,
v T.
116 }%
hqp 441
GRAPHIC SCALE
20 40 60�os
� ALL
( IN FEET )
1 inch = 20 ft.
SITE PLAN NOTES:
1. REFER TO LANDSCAPING PLAN FOR REQUIREMENTS
/LIGHTING PLAN TO BE VERIFIED W/OWNER.
REVISIONS TO PLAN TO BE SUBMITTED TO CITY.
2. UNDERGROUND IRRIGATION SYSTEM TO BE DESIGNED
BY OTHERS.
J. THERE ARE NO EROSION PROBLEMS ON THE SITE OR
KNOWN EROSION PROBLEMS WITHIN 300' DOWNSTREAM.
4. THERE /S NO SURFACE EVIDENCE OF EXISTING OR
ABANDONED WATER WELLS, SUMPS, CESSPOOLS, SPRING
WATER IMPOUNDMENTS, AND UNDERGROUND
STRUCTURES WITHIN THE PROJECT.
5. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE
WITH AHTD SPECIFICATIONS, AND BASED ON
GEOTECHNICAL ANALYSIS OF THE SOIL CONDITIONS..
6. CONTRACTOR SHALL INCLUDE IN BID THE COST FOR
COMPACTION TESTS ON SUBGRADE & BASE. TEST TO
BE CONDUCTED AS PER ENGINEERS SPECS.
Z CONTRACTOR TO INCLUDE IN BID THE COST OF
MATERIAL AND INSTALLATION OF STREET SIGNS &
TRAFFIC CONTROL SIGNS.
8. ALL UTILITIES TO BE LOCATED PRIOR TO
CONSTRUCTION (ONE CALL, CITY, UTILITY OWNER,
ETC.)
9. CONTRACTOR TO ADHERE TO CURRENT OSHA
EXCAVATION & TRENCH SAFETY REGULATIONS.
10. THE APPROXIMATE LOCATION OF KNOWN SURFACE AND
SUBSURFACE STRUCTURES, PIPES, POWER, GAS,
PHONE, ETC. ARE SHOWN ON THE DESIGN DRAWINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF THE
AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN.
11. THIS PROJECT IS NOT IN THE 100 YEAR FLOOD
HAZARD AREA. REFERENCE FIRM MAP 05119CO434G
EFFECTIVE 07/01/2015
12. ALL SITE LIGHTING IS TO BE LOW-LEVEL AND
DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE.
AYAF
Legend
Property Boundary
- - - - - -
- Surveyed lines
T
Telephone
----
Road Center line
X
Wire / Chainlink Fence
S
Sanitary Sewer
W
Water Line
. . . . . . . . . . .
Wooded area limits
P
Overhead Powerline
r
Water Box
QS Sanitary Sewer Manhole
PROPOSED CONCRETE
a,
® Sanitary Sewer Manhole
6
2
�T Telephone Pedistal
PROPOSED HEAVY DUTY
o
ASPHALT, TYPE B
A
-0 Guy Wire
0
O Computed Corner
RECEIVED
• Found Monument (Labeled)
N
FEB 2 6 20N
Proposed light pole
BY:-�_