HomeMy WebLinkAboutZ-6240-B Map 7F�__
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oUOLMHU"' 87AXIEGU7 PLAH.
STANDARD DUTY
SCALE : NONE
5URFAGE G0UR5E
LCE(3QL DIES ROFT00H,
3" 12.5 mm AGHM
PART OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20 TOWNSHIP 2 NORTH,
6" GLA55 -1
RANGE 13 WEST, LOTS 2-4 VIEWPOINTS OFFICE SUBDIVISION, PULASKI COUNTY,
CLIENT GOMMENT5
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
E
BEGINNING AT A FOUND 7/8 REBAR WITH STONE COLLAR FOR THE NORTHEAST CORNER
CIN Wt44EN75
OF LOT 1 G.C.C. ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER
LYING ON THE WEST LINE OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20,
TOWNSHIP 2 SOUTH, RANGE 13 WEST, THENCE S 63'16'53' E 344.89' TO A FOUND
I
1/2 IRON ROD, THENCE S 02'08'29" W 158.64' TO A POINT ON THE EAST
RIGHT-OF-WAY LINE OF VIEWPOINTE COVE (60' R -O -W), THENCE ALONG A CURVE
_
CONCAVE TO THE LEFT SAID CURVE HAVING A CHORD OF s 56'09'18' W AT 95.48'
AND AN ARC LENGTH OF 259.46' AND RADIUS 59.00', THENCE ALONG A CURVE
CONCAVE TO THE RIGHT SAID CURVE HAVING A CHORD OF S 33'50'35' E AT 29.38'
AND AN ARC LENGTH OF 31.40' AND RADIUS 25.00 TO A POINT, SAID POINT IS ON
THE WEST RIGHT-OF-WAY OF SAID VIEWPOINTE COVE, THENCE S 0708'29' W 364.43'
TO A POINT, THENCE N 8751'31' W 245.60' TO A FOUND 1/2 IRON ROD, THENCE N
01'07'120 E 285.37' TO A FOUND 1/2 IRON ROD AND STONE COLLAR, PASSING AT
221.04' A FOUND 1/2 IRON ROD, THENCE N 01'46'29' E 461.07' TO THE POINT OF
BEGINNING CONTAINING 4.00 ACRES MORE OR LESS.
�-^�r �- N01°07'12"E ,___
.
" ' '
285.37'
�15'
LAND USE BUFF
�-1 hiBRW-I
4' HIGH CHAIN LINK FENCE
O TOP OF HALL.
PROP GOR
5TA 0+00 ,(
25.5' L
TIE TO EXI5TIN5 �CkRBIB4
PAaNMIN
MATCH EXISTIt�bELEV ��
AND 5LOPES•
STA 0+00) '
REMOVE EXISTING BA.RRIGATJE
LOCATION OF TEMP. CONSTRUCTION
EXIT (SEE DETAIL SHEET)
5TA 0+422
END TAPER
1488'
0
N
O
ASPHALT 5URFAGE COURSE
1ANUFAGTURER SIZE
NEENAH 36" x 36"
;RUSHED STONE BASE
ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL
CONFORM TO THE ARKAN5A5 STATE HIGHWAY AND
�FII)_f�ATIONS
�����SVTf�11N��'���I��i•I-6500
N -I2 - ADaIANGEL2 �BAINAGF.�YSTEMS I-800-733-gG64
STANDARD DUTY
HEAVY DUTY
5URFAGE G0UR5E
2" 12.5 mm AGHM
3" 12.5 mm AGHM
BASE COURSE
6" GLA55 -1
5" GLA55 -1
ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL
CONFORM TO THE ARKAN5A5 STATE HIGHWAY AND
�FII)_f�ATIONS
�����SVTf�11N��'���I��i•I-6500
N -I2 - ADaIANGEL2 �BAINAGF.�YSTEMS I-800-733-gG64
180' Hf
(SEE BLDG DRAHIN65, BY OTHERS) ;P
±
MODULAR BLOCK RETAINING •F•E• — 42G•00 —
HALL (p j, TYPICAL.
CONTRACTOR TO PROVIDE Ip
ONAL {
RE615 0
ENGINEER ? H/G RAMP (BROOM FINISH,
SEE DETAIL
W51eN \
G PARKING SIGN \1
(SEE DETAIL SHEET\
E"K.3
/"425
1
------•---------�®—--------- _ - -
pr A
ffis
ILA
�.
®® MINOR
313.77'
NEW CLASS 3 GONGRETE CURB t
6UTrER PER CITY OF LITTLE
ROCK STANDARD DETAIL PW-2`1.PER CITY OF LITTLE ROC
0.4-7 ±
\ NEH 5' CONCRETE SIDEWALK
STANDARD DETAIL PW -41K
\
(SEE DETAIL SHEET) P)
NEW ASPHALT ROADHAY PER
GIT( OF LITTLE ROOK
STANDARD DETAIL PW -23.
O
MOTES
A. OWNER:
HEI SPORTS OF LITTLE ROCK, LLC
7115 SOUTH 5PRIN65 DRIVE, FRANKLIN, TN 37067
MANA61N6 PARTNER: HILL BARTHOLOMEW
TELEPHONE. 615-778-0000
B. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY BY:
McGLELLAND 0ON5ULTIN6 EN&INEER5 INCORPORATED
LITTLE ROCK, AR
DATED: 0447-07
G. TOTAL AREA OF SITE: 4.81 ACRES
D. CIN6 SUMMARY:
12 PARKING SPACES FOR GARS
2 HANDICAP PARKING SPACES
II TOTAL PARKING SPACES PROVIDED
E. BUILDING 18,000 5QUARE FEET
F. THE CONTRACTOR SHALL BID AND PERFORM THE HORK IN AGGORDANGE
WITH ALL LOCAL, STATE AND NATIONAL CODES AND THE
REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
6. PER50NS USING THIS DRAWIN6 SHOULD CONTACT LOCAL UTILITY
COMPANIES FOR EXACT LOCATIONS OF UNDER6ROUND UTIITIES.
H. ALL DIMENSIONS ARE TO FACE OF CURB, UNLE-56 OTHERWISE NOTED.
I. UNLE55 NOTED OTHERHISE, CURB RADII 3O'.
J. DO NOT SCALE THIS DRAWIN6 AS IT 15 A REPRODUCTION AND SU5X-rT
TO DISTORTION.
K. 'MESE PLANS, PREPARED BY DE -516N AND ENGINEERING, DO NOT EXTEND
TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION
CONTRACTOR OR ITS EMPLOYEES, ASENT5 OR REPRESENTATIVES IN THE
PERFORMANCE OF THE HORK. THE SEAL OF DE516N AND EN&INEERIN6'S
REGISTERED PROFESSIONAL E146INEER HEREON DOES NOT EXTEND TO ANY
SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED
INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR
OBTAIN THE APPROPRIATE SAFETY 5Y5TEM5 WHICH MAY BE REQUIRED BY
U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND/OR
LOCAL RE6ULATION5.
L. IN THE CASE OF CONFLICT BETWEEN THI5 DRAHIN6 AND ANY OTHER
DRAWING AND/OR THE 5PEGIFICATION5, THE EN61NEER SHALL BE
IMMEDIATELY NOTIFIED FOR CLARIFICATION.
M. PARKING STALL 5TRIPIN6 SHALL BE WHITE ACRYLIC PAINT C-ONFORMIN15 TO
FEDERAL SPECIFICATION TT -P -14B. PAINT SHALL BE APPLIED IN TWO COATS.
APPLY THE FIRST GOAT TO A MINIMUM THICKNESS OF 10 mils. APPLY SECOND
GOAT 30 DAYS LATER FOR A MINIMUM TOTAL THICpEV5.OF 20 mils.
(1$a N. THE CONTRACTOR SHALL CONSTRUCT A 5' HIDE CONCRETE SIDEWALK
ALONG THE NORTHERN 51DE OF CANTRELL ROAD. THE 51DEWALK 5HALL
BE CONSTRUCTED IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD
Q� DETAIL PW -41.
CENTER OF RETAINING
HALL ARG.
NOI °46'26 "E
430.41'
15' LAND USE
2.58 AG
502°08'26W
GRAPHIC SCALE
17 ]0 so
( IN FEET )
I inch = 30 ft.
«y 7777M
w
6,�
De C � Qlil FO�JtG 8
J �+ mnsq. e sx�wov nu g WoodUnd HekjltCs
3a a vex«oc 2 a
w�eoz
sq
.
Nv1YSCt : F1mxeMWlley �,.
e. m��arn : twat. o4d n T4s �4: dr
i9QY MveO.wi Ye Ne MC L, fnnzunviic.
—SITE LOCATION MAP—
NOT TO SCALE
ZONIN6: 0-3 GENERAL OFFICE WITH
GONDITIONAL USE (GA5E #Z-6240-5)
TENNESSEE
ESIGN
-1
and
o � ENGINEERING
i_.. ._....._ ARCHITECTS
INC
STRUCTURAL AND CIVIL ENGINEERS
51,.0,5 Maryland Way Suite 200
a8cen,twood ,Tennessee 37027
'6-15110-1179 fax: 370.9108
www.dandeinc.us
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Job Number:
67-0080
Revisions:
K 5 10/01/07 CLIEW COMMENTS
x6 10/04/07
CLIENT COMMENTS
#7 10/26/07
0
x8 11/06/07
CITY COMMENTS
x4 11/77/07 ELEC. CO. C.OMNENTS
x10 0I/03/08
CLIENT GOMMENT5
711 02/0'7/06
E
x12 02/21/08
CIN Wt44EN75
0
wT
MST
180' Hf
(SEE BLDG DRAHIN65, BY OTHERS) ;P
±
MODULAR BLOCK RETAINING •F•E• — 42G•00 —
HALL (p j, TYPICAL.
CONTRACTOR TO PROVIDE Ip
ONAL {
RE615 0
ENGINEER ? H/G RAMP (BROOM FINISH,
SEE DETAIL
W51eN \
G PARKING SIGN \1
(SEE DETAIL SHEET\
E"K.3
/"425
1
------•---------�®—--------- _ - -
pr A
ffis
ILA
�.
®® MINOR
313.77'
NEW CLASS 3 GONGRETE CURB t
6UTrER PER CITY OF LITTLE
ROCK STANDARD DETAIL PW-2`1.PER CITY OF LITTLE ROC
0.4-7 ±
\ NEH 5' CONCRETE SIDEWALK
STANDARD DETAIL PW -41K
\
(SEE DETAIL SHEET) P)
NEW ASPHALT ROADHAY PER
GIT( OF LITTLE ROOK
STANDARD DETAIL PW -23.
O
MOTES
A. OWNER:
HEI SPORTS OF LITTLE ROCK, LLC
7115 SOUTH 5PRIN65 DRIVE, FRANKLIN, TN 37067
MANA61N6 PARTNER: HILL BARTHOLOMEW
TELEPHONE. 615-778-0000
B. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY BY:
McGLELLAND 0ON5ULTIN6 EN&INEER5 INCORPORATED
LITTLE ROCK, AR
DATED: 0447-07
G. TOTAL AREA OF SITE: 4.81 ACRES
D. CIN6 SUMMARY:
12 PARKING SPACES FOR GARS
2 HANDICAP PARKING SPACES
II TOTAL PARKING SPACES PROVIDED
E. BUILDING 18,000 5QUARE FEET
F. THE CONTRACTOR SHALL BID AND PERFORM THE HORK IN AGGORDANGE
WITH ALL LOCAL, STATE AND NATIONAL CODES AND THE
REQUIREMENTS OF THE LOCAL UTILITY COMPANY.
6. PER50NS USING THIS DRAWIN6 SHOULD CONTACT LOCAL UTILITY
COMPANIES FOR EXACT LOCATIONS OF UNDER6ROUND UTIITIES.
H. ALL DIMENSIONS ARE TO FACE OF CURB, UNLE-56 OTHERWISE NOTED.
I. UNLE55 NOTED OTHERHISE, CURB RADII 3O'.
J. DO NOT SCALE THIS DRAWIN6 AS IT 15 A REPRODUCTION AND SU5X-rT
TO DISTORTION.
K. 'MESE PLANS, PREPARED BY DE -516N AND ENGINEERING, DO NOT EXTEND
TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION
CONTRACTOR OR ITS EMPLOYEES, ASENT5 OR REPRESENTATIVES IN THE
PERFORMANCE OF THE HORK. THE SEAL OF DE516N AND EN&INEERIN6'S
REGISTERED PROFESSIONAL E146INEER HEREON DOES NOT EXTEND TO ANY
SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED
INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR
OBTAIN THE APPROPRIATE SAFETY 5Y5TEM5 WHICH MAY BE REQUIRED BY
U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND/OR
LOCAL RE6ULATION5.
L. IN THE CASE OF CONFLICT BETWEEN THI5 DRAHIN6 AND ANY OTHER
DRAWING AND/OR THE 5PEGIFICATION5, THE EN61NEER SHALL BE
IMMEDIATELY NOTIFIED FOR CLARIFICATION.
M. PARKING STALL 5TRIPIN6 SHALL BE WHITE ACRYLIC PAINT C-ONFORMIN15 TO
FEDERAL SPECIFICATION TT -P -14B. PAINT SHALL BE APPLIED IN TWO COATS.
APPLY THE FIRST GOAT TO A MINIMUM THICKNESS OF 10 mils. APPLY SECOND
GOAT 30 DAYS LATER FOR A MINIMUM TOTAL THICpEV5.OF 20 mils.
(1$a N. THE CONTRACTOR SHALL CONSTRUCT A 5' HIDE CONCRETE SIDEWALK
ALONG THE NORTHERN 51DE OF CANTRELL ROAD. THE 51DEWALK 5HALL
BE CONSTRUCTED IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD
Q� DETAIL PW -41.
CENTER OF RETAINING
HALL ARG.
NOI °46'26 "E
430.41'
15' LAND USE
2.58 AG
502°08'26W
GRAPHIC SCALE
17 ]0 so
( IN FEET )
I inch = 30 ft.
«y 7777M
w
6,�
De C � Qlil FO�JtG 8
J �+ mnsq. e sx�wov nu g WoodUnd HekjltCs
3a a vex«oc 2 a
w�eoz
sq
.
Nv1YSCt : F1mxeMWlley �,.
e. m��arn : twat. o4d n T4s �4: dr
i9QY MveO.wi Ye Ne MC L, fnnzunviic.
—SITE LOCATION MAP—
NOT TO SCALE
ZONIN6: 0-3 GENERAL OFFICE WITH
GONDITIONAL USE (GA5E #Z-6240-5)
TENNESSEE
ESIGN
-1
and
o � ENGINEERING
i_.. ._....._ ARCHITECTS
INC
STRUCTURAL AND CIVIL ENGINEERS
51,.0,5 Maryland Way Suite 200
a8cen,twood ,Tennessee 37027
'6-15110-1179 fax: 370.9108
www.dandeinc.us
4� /
�mnn �n`a
0
�al� �mo fed T:n,
WOW
010
'Q
v
\ Z
0 o
1.1..1 a
Z U
00
UjJ
�F-
J
Job Number:
67-0080
Revisions:
K 5 10/01/07 CLIEW COMMENTS
x6 10/04/07
CLIENT COMMENTS
#7 10/26/07
CITY C.,OMN IaM
x8 11/06/07
CITY COMMENTS
x4 11/77/07 ELEC. CO. C.OMNENTS
x10 0I/03/08
CLIENT GOMMENT5
711 02/0'7/06
CITY
x12 02/21/08
CIN Wt44EN75