Z-3879-B Map 1CUP NOTE:
NO MODIFICATIONS TO THE PUBLIC WATER SUPPLY ARE
PROPOSED.
SCREENING REQUIREMENTS:
AFFECTED LENGTH: 506'
REQUIRED SCREEN LENGTH: 405' (80% OF REQUIRED LENGTH)
MAXIMUM LENGTH OF FENCE: 264' (65% OF REQUIRED SCREEN)
REMAINING SCREEN: 141' PLANTED W/ FOSTER HOLLIES
VA
5
1 S 80-45, CREE5. K I
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03. E
� 616.95'
THOMPSON RD 1 X30' t �_
1269.5 _ _RA1�GE=SEM
�T 30.00'
290.2
2/ z90
eama I I
I I z ❑ I I 191.4 I .• -_\ I 1 /
299.0 ) .W. 289.7 O
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7 / III 0i w > ' EXISTING PARKING ARK SION
/ m 1 f APPR ACES
HA u
• " ' ' I 1
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3 1 290 - J _ -\ PAC
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290.1 ' PLAYGROUND' . m j
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ARK G .PROPOSEb:.1Q=CLASSR00 m I I I I I
/ -ADDITION
292.3 I I I I 294 _ � ARKING
300
I I 2909 I 1 ' III EXISTING SCH
291,a OOL BUILDING g I \
/ II -
`
S 89 24'58` E _ L I I r CHIC❑T SCHOOL \ 76 TIE TO EXISTING PAVEMENT
\ / J - I- - - �1 IPARKING \
/ /9? 1ANSION
HANDICAP
BPSPACIN I \
N 89'30'27" E 180.43' 1 HANDICAP PARKING SPACE
--- - _ - - -
i
84
m O N N
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-
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1 /,,' 6 " /
�61r03� / 30.00'
REMOVE EXSTI
PLANT SCHEDULE
SYMBOL
FROM •
TO CONSTRUCT
0.
/
/\RIGHT-OF-WAY PER CIW OF
IMPROVEMENTS - RECLAIM THESE�i
AREAS AS 3REEN SPACE BY��
/J 1294.5
I U
6' TALL MIN.
® PLANTING
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MAP.KING MATERIALS.
,
1
p�NECESSARY
Supervisor Engineering Dept.
11
OR BETTER CONDITION USING LIKE MATERIALS. COST CF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE
Address: 1111 W. Capitol Ave Room # 4-05
Phone: (501) 377-1222
REDRESSING
2901
Fax: (501) 377-1287
-
295.5
_
MINIMUM)
1
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F..
�I
CONSTRUCT NEW BUS LOOP PER
PLAN bimE.NSIONS AND CITY OF
S 89'48'14 263.40;�V
I�
�I
`
3
8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES 7F EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT
•STANDARDSTH
LITTLE
u
SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK.
�I
Contact: Mr. Myron Welch
! \
Address: #9 Entergy Court
•
, � IIENT6"
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ONERWISE NOTED,
110
Owe
10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION.
HIGH, CURB TYPICAL
mb
11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS.
Little Rock Municipal Waterworks - Wastewater Dept.
12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS.
Reliant Energy/ARKLA (Gas)
Contact: Mr. Rick Simmons, Engineering Dept.
13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY
Contact: Mr. Chris Cathey
Phone: (501) 688-1420
LOCATIONS/RECOMMENDATIONS.
Phone: 1-501-377-4661
Address: 221 E. Capitol Ave.
14. ALL GRAVEL AREAS SHOULD BE PROOFROLLED TO IDENTIFY ANY AREAS SUBJECT TO PUMPING. ANY AREAS FOUND TO BE DEFICIENT SHALL BE UNDERCUT TO A
Address: 1515 East 15th St.
Little Rock, AR 72202
MINIMUM DEPTH OF 1' AND RECONSTRUCTED WITH CRUSHED STONE (SB -2) IN 4" LIFTS AND COMPACTED TO 100% MODIFIED PROCTOR DENSITY.
Little Rock, AR 72202
p i
297.6 / / / i� PLAYGROUND I / I L) \ \
N 00'55'lp" A W 0 i -- I I
/I �1
/ 1264 LF OF 6" HIGH BOARD Ll
/ � i J .32 � FENCE I
/ _ °P \ WATER SOURCE TO BE LOCATED \
/ / / ) WITHIN 75' OF ALL NEW PLANTING I I \
ACRES / O I
a 292, (MORE OR LESS) / .14.
300
BASKETBALL COUR / �- X� i �
ASP NT
PLAYGRUI'ND \
1 6" HIGH CURB TPICAL I \
\/ L 300 - ,� NECESSARYREMOVE ISTONCONSA UCT VEL S
IMPROVEMENTS - REC IM THESE II
AREAS AS GREEN SPAR\ II Q
EMOVING GRAVEL AND
REDRESSING WITH TOPSOIL
190pTIKMINIMIUM) \II I
S 8 17" W 405.19' \ \ I / I
2.39' \ �1 o
L)
\ U
293.1
-�---� y ATH/L/(TIC FIELD /
L
o \ \ I
UTILITY CONTACTS
PLANT SCHEDULE
SYMBOL
ICOMMON NAME I BOTANICAL NAME QTY. SIZE SPACING
TREES
0.
/
HOLLYIlex
294.8
/J 1294.5
I U
6' TALL MIN.
® PLANTING
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MAP.KING MATERIALS.
,
1
❑
I1
Supervisor Engineering Dept.
11
OR BETTER CONDITION USING LIKE MATERIALS. COST CF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE
Address: 1111 W. Capitol Ave Room # 4-05
Phone: (501) 377-1222
94,5
2901
Fax: (501) 377-1287
-
295.5
1
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F..
�I
'
�m
I�
�I
I1
�m
zl
8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES 7F EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT
Contact: Ms Wendy Henderson
Comcast Cablevision of Arkansas
/I �1
/ 1264 LF OF 6" HIGH BOARD Ll
/ � i J .32 � FENCE I
/ _ °P \ WATER SOURCE TO BE LOCATED \
/ / / ) WITHIN 75' OF ALL NEW PLANTING I I \
ACRES / O I
a 292, (MORE OR LESS) / .14.
300
BASKETBALL COUR / �- X� i �
ASP NT
PLAYGRUI'ND \
1 6" HIGH CURB TPICAL I \
\/ L 300 - ,� NECESSARYREMOVE ISTONCONSA UCT VEL S
IMPROVEMENTS - REC IM THESE II
AREAS AS GREEN SPAR\ II Q
EMOVING GRAVEL AND
REDRESSING WITH TOPSOIL
190pTIKMINIMIUM) \II I
S 8 17" W 405.19' \ \ I / I
2.39' \ �1 o
L)
\ U
293.1
-�---� y ATH/L/(TIC FIELD /
L
o \ \ I
UTILITY CONTACTS
PLANT SCHEDULE
SYMBOL
ICOMMON NAME I BOTANICAL NAME QTY. SIZE SPACING
TREES
NOTES:
OFOSTER
HOLLYIlex
1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED.
Southwestern Bell
6' TALL MIN.
® PLANTING
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MAP.KING MATERIALS.
Contact: Mr. Ron Anderson
Central Arkansas Water
3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL
Supervisor Engineering Dept.
Contact: Ms. Marie Dugan
OR BETTER CONDITION USING LIKE MATERIALS. COST CF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE
Address: 1111 W. Capitol Ave Room # 4-05
Phone: (501) 377-1222
PROPOSAL.
Little Rock, AR 72201
Fax: (501) 377-1287
4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE.
Address: 1500 West Maryland
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F..
North Little Rock, AR 72120
6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES.
Entergy Arkansas (Electric)
8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES 7F EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT
Contact: Ms Wendy Henderson
Comcast Cablevision of Arkansas
SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK.
Phone: (501) 954-5166
Contact: Mr. Myron Welch
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTI4- CONFLICTS.
Address: #9 Entergy Court
Phone: (501) 376-5700
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ONERWISE NOTED,
Little Rock, AR 72211
10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION.
11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING DRIVE DURING NORMAL FACILITY WORKING HOURS.
Little Rock Municipal Waterworks - Wastewater Dept.
12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS.
Reliant Energy/ARKLA (Gas)
Contact: Mr. Rick Simmons, Engineering Dept.
13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY
Contact: Mr. Chris Cathey
Phone: (501) 688-1420
LOCATIONS/RECOMMENDATIONS.
Phone: 1-501-377-4661
Address: 221 E. Capitol Ave.
14. ALL GRAVEL AREAS SHOULD BE PROOFROLLED TO IDENTIFY ANY AREAS SUBJECT TO PUMPING. ANY AREAS FOUND TO BE DEFICIENT SHALL BE UNDERCUT TO A
Address: 1515 East 15th St.
Little Rock, AR 72202
MINIMUM DEPTH OF 1' AND RECONSTRUCTED WITH CRUSHED STONE (SB -2) IN 4" LIFTS AND COMPACTED TO 100% MODIFIED PROCTOR DENSITY.
Little Rock, AR 72202
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5.
q: SEAL
d' 1983
o�9RkAN?P:g1'
2-05-07
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Lid
W
TREE LINE
X x x WIRE FENCE
X U77LITY POLE
PA CEMENT EDGE
EXISTING BUILDING
3" ASPHALTIC
SURFACE COUR
8" CRUSHED
STONE(SB-2)
COURSE ® 959
MODIFIED PRO(
DENSITY
12" COMPACTS
SUBGRADE AT
MODIFIED PROC I Ott
DENSITY PAVEMENT SECTION
PROPERTY UNE /
R.O.W.
CURB & GUTTER
STORM SEWER
TRAFFIC FLOW
ARROW (TYPICAL)
WIRE & HOWIV SII II
IX MULCH
DYER BERN
ALT STAKE
TIONS
I I�
it Il HE HT.
APPROX. 1/2 (TREE HT.
II II '4e HTMNS ERM W/
MIN. . \I
TIES ON SINGLE STEM SMALL TREES SHALL BE SIMILAR
n h>-
TO THOSE SHOWN ON DETAO.. TIES ON MULTI -STEM SMALL '^ --
TREES To BE MADE ON HEAVIEST BRANCES OF PLANT.
TYPICAL EVERGREEN PLANTING-oWTH STAKES�
"Z - 3 T?S
LITTLE ROCK
SCHOOL DISTRICT
CHICOT ELEMENTARY
DESIGNED BY. EJP SCALE: 1 " =60'
DRAWN BY: MB SITE SHEET NO.
CHECKED BY: EJP P LAN 1
DATE: 2-01-07 PROD. NO: P-736-34
PETERS & ASSOCIATES
ENGINEERS, INC.
CNM & TRAFFIC EMGRJSEdRINC
P.O. Hoz 21636 (501) 225-0500
L11TLE ROCK, ARKANSAS 72221
PLANT SCHEDULE
SYMBOL
ICOMMON NAME I BOTANICAL NAME QTY. SIZE SPACING
TREES
OFOSTER
HOLLYIlex
X attenuate Tosteri No. 2'
14
6' TALL MIN.
® PLANTING
10' O.C.
LITTLE ROCK
SCHOOL DISTRICT
CHICOT ELEMENTARY
DESIGNED BY. EJP SCALE: 1 " =60'
DRAWN BY: MB SITE SHEET NO.
CHECKED BY: EJP P LAN 1
DATE: 2-01-07 PROD. NO: P-736-34
PETERS & ASSOCIATES
ENGINEERS, INC.
CNM & TRAFFIC EMGRJSEdRINC
P.O. Hoz 21636 (501) 225-0500
L11TLE ROCK, ARKANSAS 72221