HomeMy WebLinkAboutZ-6669-A Map 5_ - W. 16th STREET
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE WHITE IN COLOR EXCEPT WHERE OTHERWISE
NOTED.
2. THE ENGINEER SHALL APPROVE ALL PAVEMENT MARKING MATERIALS.
3. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, UTILITIES, ETC..
THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR
ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS
SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE
IN THE PROPOSAL.
4. ALL PARKING STALL MARKINGS ARE TO BE 4" SOLID WHITE.
5. ALL SIGN POSTS TO BE STANDARD CHANNEL STEEL 2# PER L.F..
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.
8. CONTRACTOR TO FIELD VERIFY DEPTHS AND SIZES OF EXISTING UTILITIES TO BE
CROSSED PRIOR TO LAYING NEW LINES, OR EXCAVATING. CONTRACTOR SHALL NOT
SUBMIT CLAIM FOR EXTRA WORK PERFORMED FOR LAYING NEW LINES THAT CONFLICT
WITH EXISTING UTILITIES WHICH WERE NOT VERIFIED PRIOR TO NEW WORK.
CONTRACTOR SHALL NOTIFY ENGINEER OF ANY POTENTIAL CONFLICTS.
9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
10. REFERENCE THE DETAIL ON THIS SHEET FOR THE PAVEMENT SECTION.
11. CONTRACTOR IS TO MAINTAIN TRAFFIC ON EXISTING STREET DURING NORMAL
FACILITY WORKING HOURS.
12. ALL WORK IS TO BE DONE IN ACCORDANCE WITH CITY OF LITTLE ROCK
SPECIFICATIONS AND STANDARD DETAILS.
13. RELOCATE EXISTING SIGNS WITHIN CONSTRUCTION AREA AND REPLACE THEM
WHEN CONSTRUCTION IS COMPLETE ACCORDING TO UTILITY COMPANY
LOCATIONS/RECOMMENDATIONS.
UTILITY CONTACTS
Southwestern Bell
Contact: Mr. Ron Anderson, Supervisor Engineering Dept.
Address: 1111W. Capitol Ave
Room # 405
Little Rock, AR 72201
Entergy Arkansas (Electric)
Contact: Ms. Wendy Henderson
Phone: (501) 954-5166
Address: #9 Entergy Court
Little Rock, AR 72211
Reliant Energy/ARKLA (Gas)
Contact: Mr. Chris Cathey
Phone: 1-501-377-4661
Address: 1515 East 15th St.
Little Rock, AR 72202
Little Rock Municipal Waterworks - Water Dept.
Contact: Ms. Marie Dugan
Phone: (501) 377-1222
Fax: (501) 377-1287
Address: 221 E. Capitol Ave.
Little Rock, AR 72201
Or P.O. Box 1789
Little Rock, AR 72203
Comcast Cablevision of Arkansas
Contact: Mr. Myron Welch
Phone: (501) 376-5700
Little Rock Municipal Waterworks - Wastewater Dept.
Contact: Mr. Rick Simmons, Engineering Dept.
Phone: (501) 688-1420
Address: 221 E. Capitol Ave.
Little Rock, AR 72202
QUIGLEY
STADIUM
32.8'
Metal Buildi g
FIN. FLOOR 105.83
O 4 °
grate inie:. INSTALL 5'
WIDE
top -104.96 SIDEWALK
fl -104.0 (TYPICAL)
15
6" clay roof drain
(no end found)
o
______
ac _
EXISTING
FENCE TO BE
REMOVED,
N
TYPICAL
6" clay roof dig
TIE TO
conc.
conc. wo ,
Fl
R5
18 9
l
1
_cfumns
61.4 17.8 -
5.4
TIE NEW -
FENCE TO
EXISTING
FENCE
10.4
20 spholt
poor condition)
$1
R15.0
R3
36 32 20
cl
16 20
8 ry
8O 6
10
14 STRIPE ADA
9.0C ACCESSIBLE
ASPHALT STALLS,
PAVEMENT 8 PROVIDE
SIGNAGE
Z
\ \ 9.5
TO BACK
OF CURB
? INSTALL
10.4 5' WIDE
60' SIDEWALK
i WITH
so' RAMP -
INSTALL 8'X20'
R3 R3 INSTAL ROLLING VEHICULAR
5' WIDE GATE WITH KEYPAD
SIDEWALK ENTRY BOLLARD AND
PA
M
U
0
SEE
e,
(\a
^ti
0
N
TIE TO
�
ISTING
W
i
WAL
X
J
TIE TO
8-18-08 REQUEST TO BE
EXISTING
K
ABLE TO ADD THIS DRIVE
REMOVE &
DISPOSE OF
APRON BACK IN TO THE
CONCRETE
CURB
- INSTALL 5'
FENCE TO ALLOW AREA FOR
is
Q
PROVIDE CONCRE
TRUCKS TO MANOUVOR AND
BACK TO LOADING DOCK, AT
(TYPICAL)
Q
- 18' TO CL
APPROACH FROM W.
REAR OF FOOD SERVICES
ST.
BACK OF CURB)
16TH STREET TO
BEHIND QUIGLEY STADIUM.
DISPOSE OF ALL
RIGHT-OF-WAY PER
EXISTING
{__
CITY OF LITTLE RO
K
ALONG EAST AN
SOUTH PROJECT 1
STANDARDS
BOUNDARIES
INSTALL NEW
-1.5' CURB &
GUTTER TO
MEET MASTER
STREET PLAN
REQUIREMENTS,
SAWCUT
EXISTING
SEE
e,
TYPICAL) TWO REMOTE PROTECT DEDICATION
(no end found) CONTROLLERS (RE: 71n
EXISTING
TS -23) ° FIRE
HYDRANT
- R5
d
TIE NEW FENCE TOADJUST CURB
EXISTING FENCE _\a ° SECTION TO
TIE TO INSTALL 5' " 4 ° ` AT -GRADE
4 WALK
EXISTING WIDESIDEWALK ° 4 a 4a °
- (TYPICAL) R10 ° RIO a CONTRACTOR
a RIO ° TO COORDINATE
y wire CONTRACTOR TO COORDINATE THE - - ° -- - - -- WITH POWER
RELOCATION OF WATER METER OUTSIDE COMPANY TO
-- - - OF PAVED AREA as halt ° a asphalt d RELOCATE POLE
_- _�- � r r� ,� ✓ .-� r r r r r r r r ,� �� r r .-- r r r r r r .� r r r r r r r ,- �
rrrrrrrrr.�r rr �-r rrr�- �rrrrrr-r .rrrrr .err R1
PROPOSED EDGE OF r, r r r r r r r r r INSTALL
PAVEMENT r r 15.5' TO CL
ADA RAM
NEW STREET PAVEMENT (DIMENSION INSTALL NEW 1.5' CURGUTTED, AND PAVEMENB & (TYPICA )
SAWCUT ALONG EXISTING IS TO BACK MEET MASTER STREET PLAN
PAVEMENT EDGE TO PROVIDE A OF CURB)
CLEAN EDGE FOR NEW PAVEMENT REQUIREMENTS
INSTALL 8'X20' PROVIDE CONCRETE
PROVIDE CONCRETE APPROACH FROM W. ROLLING VEHICULAR APPROACH FROM W.
16TH STREET TO RIGHT-OF-WAY PER CITY GATE AND DETECTION 16TH STREET TO
OF LITTLE ROCK STANDARDS LOOPS FOR EGRESS RIGHT-OF-WAY PER
(RE: TS-23)rY J L, 1 1 ST OF LITTLE ROCK
r e e ANDARDS
(60' R/W)
oo`�GOCIATES+ '%
`
P . pFtPO 'G °
1315.: F.CZ
SEAL m
1983
;,r. sewer
100.oc
BENCHMARK -rim of ss manhole
Flev. 100.00 (assumed)
r .. RKESAS
REGISTERED
PROFESSIONAL
:ENGINEER
ERNEST J. PETERS
N
0
0
0
0
0
10
(\a
^ti
0
N
�
�
W
X
0
X
J
U =
K
Z
REMOVE &
DISPOSE OF
EXISTING
CONCRETE
- INSTALL 5'
WIDE
Q
SIDEWALK
(TYPICAL)
Q
- 18' TO CL
(DIMENSION IS TO
ST.
BACK OF CURB)
-REMOVE &
DISPOSE OF ALL
EXISTING
CHAINLINK FENCE
AND GATES
ALONG EAST AN
SOUTH PROJECT 1
BOUNDARIES
INSTALL NEW
-1.5' CURB &
GUTTER TO
MEET MASTER
STREET PLAN
REQUIREMENTS,
SAWCUT
EXISTING
PAVEMENT
INSTALL 8'X=
PEDES-RIAN
GATE AND
CONTROLS
-(RE: TS -23)
20' RADIAL
R.O.W.
TYPICAL) TWO REMOTE PROTECT DEDICATION
(no end found) CONTROLLERS (RE: 71n
EXISTING
TS -23) ° FIRE
HYDRANT
- R5
d
TIE NEW FENCE TOADJUST CURB
EXISTING FENCE _\a ° SECTION TO
TIE TO INSTALL 5' " 4 ° ` AT -GRADE
4 WALK
EXISTING WIDESIDEWALK ° 4 a 4a °
- (TYPICAL) R10 ° RIO a CONTRACTOR
a RIO ° TO COORDINATE
y wire CONTRACTOR TO COORDINATE THE - - ° -- - - -- WITH POWER
RELOCATION OF WATER METER OUTSIDE COMPANY TO
-- - - OF PAVED AREA as halt ° a asphalt d RELOCATE POLE
_- _�- � r r� ,� ✓ .-� r r r r r r r r ,� �� r r .-- r r r r r r .� r r r r r r r ,- �
rrrrrrrrr.�r rr �-r rrr�- �rrrrrr-r .rrrrr .err R1
PROPOSED EDGE OF r, r r r r r r r r r INSTALL
PAVEMENT r r 15.5' TO CL
ADA RAM
NEW STREET PAVEMENT (DIMENSION INSTALL NEW 1.5' CURGUTTED, AND PAVEMENB & (TYPICA )
SAWCUT ALONG EXISTING IS TO BACK MEET MASTER STREET PLAN
PAVEMENT EDGE TO PROVIDE A OF CURB)
CLEAN EDGE FOR NEW PAVEMENT REQUIREMENTS
INSTALL 8'X20' PROVIDE CONCRETE
PROVIDE CONCRETE APPROACH FROM W. ROLLING VEHICULAR APPROACH FROM W.
16TH STREET TO RIGHT-OF-WAY PER CITY GATE AND DETECTION 16TH STREET TO
OF LITTLE ROCK STANDARDS LOOPS FOR EGRESS RIGHT-OF-WAY PER
(RE: TS-23)rY J L, 1 1 ST OF LITTLE ROCK
r e e ANDARDS
(60' R/W)
oo`�GOCIATES+ '%
`
P . pFtPO 'G °
1315.: F.CZ
SEAL m
1983
;,r. sewer
100.oc
BENCHMARK -rim of ss manhole
Flev. 100.00 (assumed)
r .. RKESAS
REGISTERED
PROFESSIONAL
:ENGINEER
ERNEST J. PETERS
N
0
0
0
0
0
10
0
J
�ulinr.�y1
(DAISY L. GATSON BATES DR.)
°
W. 15TH ST. N SCN
z GEN�P� N\GN a
0
N
W. 16TH ST.
SITE
VICINITY MAP
NOT TO SCALE
ORE
7 r�
\�O
A
GRAPHIC SCALE
0 10 20
(IN FEET)
1" (INCH) = 10' (FEET)
EXISTING LEGEND:
aVE
30
-x x- CHAIN LINK FENCE - -- OVERHEAD POWER LINE
--- PROPERTY BOUNDARY • FOUND IRON PIN
- - - - - LOT LINE STORM SEWER LINE
PAVEMENT EDGE POWER POLE GUY WIRE
EXISTING BUILDING • ELECTRIC POWER POLE
'0 FIRE HYDRANT
WATER VALVE
PROPOSED LEGEND:
PROPERTY LINE / R.O.W.
CURB & GUTTER
EDGE OF PAVEMENT
SIDEWALK
TRAFFIC FLOW ARROW
-� SIGN
r r r NEW STREET PAVEMENT
PROPOSED PARKING LOT:
30 TOTAL STALLS, INCLUDING
2 ADA STALLS (1 VAN)
RECEIVED
�,�► r o.�r� RP �(�; �. A' G 19 2008
BY:
LITTLE ROCK
SCHOOL DISTRICT
JONES STREET PARKING LOT
DESIGNED BY: EJP SCALE: 1 " N010'
DRAWN BY: MB SITE
CHECKED BY: EJP P LAN
2
DATE:5/14/08, RV 6/3/08 PROJ. NO: P-736-42
16th St Apron Rev 8-18-08
PETERS & ASSOCIATES
I ENGINEERS, INC.
• CIVIL &TRAFFIC ffiVGIlIFERMG
i
6607 Ranch Drive - 8vite ZO6 (501) 888-9989
J alae Raab, Arlceaaaa 72225 Fez (sol) bee -9710
N
�
�
W
X
0
J
U =
K
Z
U
N
Q
Q
W. 11TH
ST.
N
0
J
�ulinr.�y1
(DAISY L. GATSON BATES DR.)
°
W. 15TH ST. N SCN
z GEN�P� N\GN a
0
N
W. 16TH ST.
SITE
VICINITY MAP
NOT TO SCALE
ORE
7 r�
\�O
A
GRAPHIC SCALE
0 10 20
(IN FEET)
1" (INCH) = 10' (FEET)
EXISTING LEGEND:
aVE
30
-x x- CHAIN LINK FENCE - -- OVERHEAD POWER LINE
--- PROPERTY BOUNDARY • FOUND IRON PIN
- - - - - LOT LINE STORM SEWER LINE
PAVEMENT EDGE POWER POLE GUY WIRE
EXISTING BUILDING • ELECTRIC POWER POLE
'0 FIRE HYDRANT
WATER VALVE
PROPOSED LEGEND:
PROPERTY LINE / R.O.W.
CURB & GUTTER
EDGE OF PAVEMENT
SIDEWALK
TRAFFIC FLOW ARROW
-� SIGN
r r r NEW STREET PAVEMENT
PROPOSED PARKING LOT:
30 TOTAL STALLS, INCLUDING
2 ADA STALLS (1 VAN)
RECEIVED
�,�► r o.�r� RP �(�; �. A' G 19 2008
BY:
LITTLE ROCK
SCHOOL DISTRICT
JONES STREET PARKING LOT
DESIGNED BY: EJP SCALE: 1 " N010'
DRAWN BY: MB SITE
CHECKED BY: EJP P LAN
2
DATE:5/14/08, RV 6/3/08 PROJ. NO: P-736-42
16th St Apron Rev 8-18-08
PETERS & ASSOCIATES
I ENGINEERS, INC.
• CIVIL &TRAFFIC ffiVGIlIFERMG
i
6607 Ranch Drive - 8vite ZO6 (501) 888-9989
J alae Raab, Arlceaaaa 72225 Fez (sol) bee -9710