HomeMy WebLinkAboutZ-6669-A Map 2W. 15th Street
®— J BLOCK if
>4
FLOOD CERTIFICATI N:
NO PORTION OF IS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SH WN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS.
�1
QUIGLEY
STADIUM
0
32.8'
>5
0
Metal Building
conc.
>6
RIPE ADA ACCESSIBLE STALLS, PROVIDE OSIGNAGE-
-----------------
T 0
36
— 20
ASPHALT
PAVEMENT
5 B(
9
\ VAN
36 I 10.4
iI
20
32
MAINTAIN EXISTING
CHAIN LINK FENCE
8
R15.5000 —�
r
20
" o3
22.0
'I
110.4
F' L
i32.8' WIDEALL 5"
SIDEWALK \
(TYPICAL) �L
TI E TO
EXISTING
I,AI moi•,
i
— — — guy
e
----- —
12 RCP---— -------------- — met.
==WI9=
/ I l
INSTALL
ADA RAMP
(TYPICAL)
R10
M
R10
20' RADIAL
R.O.W.
DEDICATION
t
s a r' . S wer —�J 15.5' TO CL
WoT PROPOSED EDGE OF m Cin h o�e INSTALL NEW CURB & GUTTER AND
I6th SPAVEMENT O PAVEMENT TO MEET MASTER STREET
lliitlli,/ PLAN REQUIREMENTS
UTILITY CONTACTS
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE NOTED.
Southwestern Bell 2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS.
Contact: Mr. Ron Anderson, Supervisor Engineering Dept. Little Rock Municipal Waterworks –water Dept.
Address: 1111W. Capitol Ave Contact: Ms. Marie Dugan 3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC.. THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR
Room # 405 Phone: (501) 377-1222 ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN
Little Rock, AR 72201 Fax: (501) 377-1287 THE PROPOSAL.
Address: 221 E. Capitol Ave.
Little Rock, AR 72201 4. ALL PARKING STALL MARKINGS ARE TO BE 4"
SOLID WHITE.
Entergy Arkansas (Electric) Or P.O. Box 1789 5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F..
Contact: Ms. Wendy Henderson Little Rock, AR 72203 6. ALL MARKINGS AND SIGNS SHALL COMPLY WITH THE SPECIFICATIONS AND TO REQUIREMENTS SET OUT IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
Phone: (501) 954-5166 7. ACCURACY OF EXISTING CONTOURS IS NOT GUARANTEED. CONTRACTOR RESPONSIBLE FOR VERIFICATION OF EXISTING GRADES.
Address: #9 Entergy Court 8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT
Little Rock, AR 72211 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.
Contact: Mr. Myron Welch CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.
Phone: (501) 376-5700 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
Contact: Mr. Chhrisris CCathay
Reliant Energy (Gas) 10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION.
a
Phone: 1-501-377-4661 Little Rock Municipal Waterworks – Wastewater Dept. 11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING STREET DURING NORMAL FACILITY WORKING HOURS.
Address: 1515 East 15th St. Contact: Mr. Rick Simmons, Engineering Dept. 12, ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK SPECIFICATIONS AND STANDARD DETAILS.
Little Rock, AR 72202 Phone: (501) E. 8-1420
Capitol
Address: 221 E. Capitoolf Ave. 13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM WHEN CONSTRUCTION IS COMPLEIE ACCORDING TO UTILITY COMPANY
Little Rock, AR 72202 LOCATIONS/RECOMMENDATIONS.
1 y
�� TIE TO
QEXISTING
WALK
T1 TO
EXISTING
CURB
REMOVE
EXISTING
DRIVE
INSTALL 5'
WIDE
SIDEWALK
(TYPICAL)
18' TO CL
I
INSTALL NEW
CURB &
GUTTER
PROTECT
EXISTING
FIRE
HYDRANT
INSTALL
ADA RAMP
R15'
In. s wer
anhoie
PROPOSED PARKING LOT:
34 TOTAL STALLS
2 ADA STALLS (1 VAN)
N SEAL
y._ 1983 i
REGISTERED
PROFESSIONAL
ENGINEER
*tit*
ERNEST J. PETERS
�L No. 4682
63
V N
N Z J
� Y U O J
U = K Z U
O N
4 � W. 11TH ST.
0
J
W. 14TH ST. - - -
(DAISY L. GATSON BATES DR.)
S N O
3 W. 15TH ST.
N Y
o Z OENtRP� a
0
3 N
W. 16TH ST.
SITE
VICINITY MAP
NOT TO SCALE
GRAPHIC SCALE
10 0 10 20 30
(IN FEET)
1" (INCH) = 10' (FEET)
LITTLE ROCK
SCHOOL DISTRICT
JONES STREET PARKING LOT
DESIGNED BY: EJP SCALE: 1 " = 10'
DRAWN BY: MB CONCEPT SHEET NO.
CHECKED BY. EJP P LA N
DATE: 4/16/08 PROD. NO: P-736-42
PETERS & ASSOCIATES
I I ENGINEERS, INC.
• CML & TRAFFIC EME101 MG
I 6607 Ranch Drlva — Bniia 206 (601) 888-9988
�_ i Little Hoek, Arkansas 78289 Fax (501) 888-8710