Z-3879-B Map 3300
CUP 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
5
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I 294 (PARKING
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/ I EXISTING SCHOOL BUILDING
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CHIC❑T SCHOOL
PARKING EXPANSION
. 18 SPACES
I HANDICAP
\ HANDICAP PARKING SPACE
REMOVE EXISTING GRAVEL AS
NECESSARY TO CONSTRUCT
IMPROVEMENTS - RECLAIM THESE
AREAS AS GREEN SPACE BY
_ I REMOVING GRAVEL AND
REDRESSING WITH TOPSOIL (4"
DEPTH MINIMIUM)
I� CONSTRUCT NEW BUS LOOP PER
J PLAN DIMENSIONS AND CITY OF -�
LITTLE ROCK STANDARDS
6' HIGH CURB TYPICAL /
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ADDITIONi
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:_: ____ _-_ - - ,___��: III •� , � ��!
JE EXISTING PAVEMENT111111
TO
o.o G- n � 000 oa I � 000• 4 ,PROVIDE CON'aE OACH
FROM CHICOT ROAD T�)
�_�'•� �:%/%SLI ■. • CITY OF
LVLE ROCK STA DARDSTIE 11413 PA MENT
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/ 1264 LF OF 6" HIGH BOARD
3 FENCE
/ Q• WATER SOURCE TO BE LOCATED
J WITHIN 75' OF ALL NEW PLANTING I I \1
---V3-52 ACRES = O I
2y2,� / / (MORE OR LESS) / 14' / I j
BASKETBALL COUR -� X300
ASP NT
/ PLAYGROUND I
\ / 6" HIGH CURB MCAL I I \
C_
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- 300 - - - - NECESSARY TO CONS UCT II
IMPROVEMENTS - REC IM THESE
O - - - - - AREAS AS GREEN SPAC Y 11
MOVING GRAVEL AND
REE'B(2 SS NG WITH TOPSOIL (4A \
/ �� �1\ _ - -�•- .-�._ 1�T1tMINIMIUM)
S 8 17' W 403.19' \ \ L) I /
/ 2.39' I
293.1
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VICINITY MAP NTS
TREE LINE
X x WIRE FENCE
X UTILITY POLE
PAVEMENT EDGE
EXISTING BUILDING
3" ASPHALTIC
SURFACE COUP
8" CRUSHED
STONE(SB-2)
COURSE ® 95:
MODIFIED PRO(
DENSITY
12" COMPACTE
SUBGRADE AT
MODIFIED PRO(,iuK
DENSITY PAVEMENT SECTION
PROPERTY LINE /
R.O.W.
CURB & GUTTER
STORM SEWER
TRAFFIC FLOW
4- ARROW (TYPICAL)
WRE & HOSE
PLANT SCHEDULE
SYMBOL
COMMON NAME BOTANICAL NAME QTY. SIZE SPACING
DE HT.
0.
/
HOLLY
294.8
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1294.5
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10. O.C.
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2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS.
```.,y�o('�ATE.4 F�°o
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Contact: Mr. Ron Anderson Central Arkansas Water
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BERM
Supervisor Engineering Dept. Contact: Ms. Marie Dugan
94.5
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Address: 1111 W. Capitol Ave Room 4C5
P # Phone: (501) 377-1222
PROPOSAL.
= 1983 ;A 5
Little Rock, AR 72201 FOX:501 377-1287
Fox:()
4. ALL PARKING STALL MARKINGS ARE TO BE 4' SOLID WHITE.
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2 PER L.F..
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'SIR
Address: West Maryland
295.5
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CHIC 0 T ELEMENTARY
North Little Rock, AR 72120
North
7.
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ACCURACYNOF RS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES.
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B. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT
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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.
DESIGNED BY: EJP
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SCALE: 1" =60'
Phone: (501) 954-5166 Contact: Mr. Myron Welch
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DRAWN BY: MB
SITE
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Address: #9 Entergy Court Phone: (501) 376-5700
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
SSA��oo'
/ 1264 LF OF 6" HIGH BOARD
3 FENCE
/ Q• WATER SOURCE TO BE LOCATED
J WITHIN 75' OF ALL NEW PLANTING I I \1
---V3-52 ACRES = O I
2y2,� / / (MORE OR LESS) / 14' / I j
BASKETBALL COUR -� X300
ASP NT
/ PLAYGROUND I
\ / 6" HIGH CURB MCAL I I \
C_
�p zz-REMOVE EXISTING G) AVEL AS
- 300 - - - - NECESSARY TO CONS UCT II
IMPROVEMENTS - REC IM THESE
O - - - - - AREAS AS GREEN SPAC Y 11
MOVING GRAVEL AND
REE'B(2 SS NG WITH TOPSOIL (4A \
/ �� �1\ _ - -�•- .-�._ 1�T1tMINIMIUM)
S 8 17' W 403.19' \ \ L) I /
/ 2.39' I
293.1
ATH�/-(TIC FIELD
0
O
tr
F-
O
U_
S
U
MABELVALE CUT OFF
0
O
lr
In
O
z
a
N
0'
SITE w
LD
VICINITY MAP NTS
TREE LINE
X x WIRE FENCE
X UTILITY POLE
PAVEMENT EDGE
EXISTING BUILDING
3" ASPHALTIC
SURFACE COUP
8" CRUSHED
STONE(SB-2)
COURSE ® 95:
MODIFIED PRO(
DENSITY
12" COMPACTE
SUBGRADE AT
MODIFIED PRO(,iuK
DENSITY PAVEMENT SECTION
PROPERTY LINE /
R.O.W.
CURB & GUTTER
STORM SEWER
TRAFFIC FLOW
4- ARROW (TYPICAL)
WRE & HOSE
PLANT SCHEDULE
SYMBOL
COMMON NAME BOTANICAL NAME QTY. SIZE SPACING
DE HT.
UTILITY CONTACTS
11 I)
HOLLY
1111
APPROX. 1/2 TREE HT
4 MIRCH
10. O.C.
OVER �
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS.
```.,y�o('�ATE.4 F�°o
�� Y,/
Contact: Mr. Ron Anderson Central Arkansas Water
II II
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II II
BERM
ALT. STAKE11 11
LOCATIONS
Gr OPACTEO
TOP..1;'1LE ROCK PLANNING 00,M11504N
18.
N.
AiTP IL Sil` t",1 90 THE C �i 19
AS NO! 'E I IN i Hl- P1 """NG CLI", SOS N
NI NOTE F! 9D
TIES ON SINGLE STEL SMALL TREES SHALL BE SIMILASTEM $RR BY:TO THOSE SHOWN , -
Tf0ES TO BE MADE p+ HHFJ�DET� NRAN� OF PLANT. 1%ATE: Z I t
TYPICAL EVERGREEN PLANTING
mm STAKES
PLANT SCHEDULE
SYMBOL
COMMON NAME BOTANICAL NAME QTY. SIZE SPACING
TREES
UTILITY CONTACTS
OFOSTER
HOLLY
Ilex X ottenuoto 'Fosteri No. 2'
14
6' TALL MIN.
® PLANTING
10. O.C.
UTILITY CONTACTS
NOTES:
°"`
LITTLE ROC K
1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOP. EXCEPT WHERE OTHERWISE NOTED.
Southwestern BEI(
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS.
```.,y�o('�ATE.4 F�°o
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
OR BETTER COST
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SCHOOL DISTRICT
Supervisor Engineering Dept. Contact: Ms. Marie Dugan
CONDITION USING LIKE MATERIALS. OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE
'rA: S'�L :m =
Address: 1111 W. Capitol Ave Room 4C5
P # Phone: (501) 377-1222
PROPOSAL.
= 1983 ;A 5
Little Rock, AR 72201 FOX:501 377-1287
Fox:()
4. ALL PARKING STALL MARKINGS ARE TO BE 4' SOLID WHITE.
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2 PER L.F..
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'SIR
Address: West Maryland
SIGNS SHALLCOMPLY NTH THETRAFFIC CONTROL DEVICES.
`°-" """ ' °'
',
CHIC 0 T ELEMENTARY
North Little Rock, AR 72120
North
7.
*„1`71``1,0°
ACCURACYNOF RS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES.
Entergy Arkansas (Electric)
B. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF 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.
DESIGNED BY: EJP
SCALE: 1" =60'
Phone: (501) 954-5166 Contact: Mr. Myron Welch
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.
DRAWN BY: MB
SITE
Address: #9 Entergy Court Phone: (501) 376-5700
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
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SHEET N0.
CHECKED BY: EJP
Little Rock, AR 72211
10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION.
ARKANSAS �`
PLAN
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.
REGIS RED
DATE: 2-01-07
PROJ. NO: P-736-34
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
P F NAL
Contact: Mr. Chris Cathey Phone: (501) 688-1420
LOCATIONS/RECOMMENDATIONS.
R N
PETERS & ASSOCIATES
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 1009 MODIFIED PROCTOR DENSITY.
( )
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ENGINEERS, INC.
Little Rock, AR 72202
LS No. x662
CTI% a Tic ENcu SCRIM
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P.O. Roc 21696 (501) 225-0500
2-05-07
111012 UTPLE ROCK, ARKANSAS 72221