HomeMy WebLinkAboutHDC2001-008 Maps, Graphics and Photos Of Curran Hall Parking Lots From Department Of Public Works Civil Engineeringin
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CURRAN HALL
PARKING LOTS
PROJECT
DEPARTMENT OF PUBLIC WORKS
CIVIL ENGINEERING
701 WEST MARKHAM STREET
LITTLE ROCK, ARKANSAS 72201
L
GENERAL NOTES
REVISIONS GATE
St1MMARY OF QUANTITIES
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
OUANTITY
NORTHA
•Sfr PR PARATI N IN L DING MOB1 1 ATION
LS1
3.01
CY
345
CONCRETE DRNE AND APRON 8`
SF
460
8,01
1
C CR CURB AN GU R CLASS 3
F
SF
450
145D
16.01
MAINTENANCE OF TRAFFIC
LS
I
1 1
F
126
18.02
SILT FENCING,
LF
17
18.09
ACCESS RAMPS
SF
8O
18.10
WATER FOR DU51 CONTROL
GAL
19.01
FINAL CLEANUP
LS
1
2 .01
NEW GATE 3.5 H s 3
2
3t.01
STRIPING 4 W YELLOW PAINT
LF
280
31.02
HAND! LOGE) S RIPING
EA2
2.01
BRICK 5lDEWALK MORTARED do CONCRETE PAD 4
S
620
50,01
CONCRETE PAVEMENT iWi W WIRE RENFRRCEMENT
4 FN PVC SLEEVES (SCI-1. 40
SF
LF
n719
188
TH ARI !N
2-01
-jjjlE F N
us1
3.01
05
CONCRETE DRIVE AND APRON 8
Cy
SF
450
1 700
8.01
CONCRCU AND UTT R C S 3
or
1 700
SF
I 1400
18-01
MA NTENANCE OF TRAFFIC
LS
1
18.D1
FENCING 6' H VINYL PICICEf FENCE
LF
150
18,02
F I
LF
230
18,09
SF
240
16,10
WA R
CAL
SAM
19.01
FI P
S
31 O1
S71RIPING. 4' w LtOw PAINTJ
LF
400
50.D1
CON PAVEMENT 6 W WIR REINFORCEMENT
SF
6p.0:1
CONCRETE BUMPER BLOCS
5
61.01
H
LF
62.01
STRIPING ARROW
EA
1
rl I
I v
DETAIL OF FENCE PICKET
TOP OF
CURB SHOTS
SEE DETAIL CLASS 3 CURB
1 /2" DIA. DOWEL
BAR 24" LONG AND 24" O.C.
2"
-11--
2"
2"
CONCRETE CONSTRUCTION JOINT
(USED AT END OF POUR)
rn
s
ELEVATION OF WOODEN &WHITE VINYL PICKET FENCE
f
1. LOCATION PPRUTILITIES MATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FORDETERMINING
ES AND
AREO TERM N NG
ACTUAL LOCATION.
2. CDNCRETE DRIVEWAYS BEING REPAIRED OR REPLACED SHALL BE SAWCUT
ADJACENT TO EXISTING. DRIVEWAY ARE A MAXIMUM 2% CROSS SLOPE WHERE
SIDEWALK CROSSES DRIVEWAY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UTILITIES.
4. CONTRACTOR SHALL REFER TO CITY OF LITTLE ROCK'S PUBLIC WORKS
DEPARTMENT 'STANDARD DETAILS FOR STREET AND DRAINAGE IMPROVEMENTS",
LATEST EDITION.
5.13ENCHMARKS ARE AT CONTROL POINTS AS SHOWN ON PLAN,
6. FOR CONTRACTOR
PRIOR TO HALL IT TRAFFIC
RAF TION.
ICTRa PLANS TO TRAFFIC ENGINEERING
O
7. GAS METERS AND WATER VALVES WILL BE ADJUSTED BY UTILITY COMPANY.
8. CONCRETE SHALL BE 3000 P.93-
9. SAW CUTTING IS SUBSIDIARY TO INSTALLED ITEMS
10.3.5' WOODEN PICKET FENCE SHALL BE PRIMED AND PAINTED WHITE TO MATCH
FENCE CONSTRUCTED BY BUILDING CONTRACTOR. PAINT SAMPLES AND
SPECIFICATIONS SHALL BE SUBMITTED FOR APPROVAL,
11.6' VINYL PICKET FENCE AND 3.5' WOODEN PICKET FENCE SHALL BE CONSTRUCTED
AS DETAIL OF WOODEN AND VINYL PICKET FENCE OR SIMILAR (VARIATIONS TO BE
APPROVED BY ENGINEER).
12.CUR9 BACKFILLING SHALL BE FILLED TO WITHIN 4. OF FINAL GRADE BY
LCONTRACTOR ANDSCAPING DURING WILLBE DIN ASAS SITE PREPARATION. TOPSOIL AND
A SEPARATE CONTRACT.
13.BARS ACTOR MAY POUR CURB FROM 6' CONCRETE PAVEMENT VALL NOT BE REWIRED TO GOOUTHIL IF CURB POURED INTO L
NTO CURB
AND GUTTER SECTION. CONTRACTOR SHALL CONTACT ENGINEER AT 371-4822
FOR CHANGES IN EXPANSION JOINT LOCATIONS, IP CURB POURED MONOLITHIC
PRIOR TO PLACEMENT OF CONCRETE, THE OUTSIDE 24' WILL BE PAID AS CURB
AND GUTTER EVEN IF CURB IS POURED MONOLITHIC.
1 /2" DIA. DOWELS 24" O.C.
CURB & (USED IF CURB NOT POURED
GUTTER MONOLITHIC WITH SLAB)
PAY ITEM 3000 PSI 6" CONCRETE SLAB
' 24^�� CONCRETE PAVEMENT 1-6"
6 x6 WELDED WIRE
REINFORCEMENT
SUBGRADE - 95% MODIFIED
PROCTOR DENSITY
TYPICAL SECTION r
UPRIGHT N
i[crc 2"Redlua
CLASS 3
Y FI'.E
c g
wR
Cl L�°ASS 3'' CURB DETAIL
LEGEND
PROPERTY LINE
- COMMUNICATION CABLE
-� -�- GAS LINE
• GAS METER
0 WATER METER
EXISTING CURB
CZ--= PROPOSED CURB
SS MANHOLE
1 TREE
TREE TO BE REMOVED
® POWER POLE
FIRE HYDRANT
FENCE
e IRON PIN
WATER VALVE
---------- EXISTING EDGE OF ASPH
EXISTING CONTOURS
® STREET SIGN
® BRICK PAVER
6'
BRICK STRIP WIDTH
BRICK PAVERS
MORTARED
(PAVERS SUPPLIED BY OWNER)
1% SLOPE
,....... _, -•- - - - - - - - - S - L 1 �2„ -MORTAR BED
COMPACTED L SUBGRADE 4" CONCRETE SLAB
SEE CONSTRUCTION PLANS
FOR SITE IMPROVEMENTS
BRICK SIDEWALK DETAIL
1. TITLE
2. QUANTITY, GENERAL NOTES,
AND TYPICAL SECTION
3. SITE PREPARATION (SOUTH LOT)
4. GRADE & DIMENSION (SOUTH LOT)
5. EROSION CONTROL & JOINT PLACEMENT (SOUTH LOT)
6, SITE PREPARATION (NORTH LOT)
7. GRADE & DIMENSION (NORTH LOT)
8. EROSION CONTROL & JOINT PLACEMENT (NORTH LOT)
7
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r
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PROJECT ND.
SHEET ND.
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- --- -6t-hSTREET
MATCH Ex.
MATCH Ex CURB HEIGHT
PROPOSED CURB HEIGHT NEW H/C
SIDEWALK �' .0•..:r:�..r
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__-- ----- -- --- — �r NEW 5' SIDEWALK '
.____�_.,.. � NEW 5' Si �
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--------- • RIMY INLLET
-------^—__�—~--_ R— —W r SW CORNER OF 6th
MATCH 8S' �14• 6 25' AND FERR ST.
SIDEW A% �••�
' POLE UGHnNG 1 �. (BY OTHERS) a 290.83
LANDSCAPING (TYP-7 TmES}. n GRADES:
�ry 4 . 2—SCH 40 TIC ; ,s SW -TOP OF SIDEWALK
(BY OTHERS) 2—SCH
4" PVC SLEEVES ]gD 1" TC-TOP OF CURB
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SCALE: 1 "= 20'
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CONTOURS , I
SA AND CURB
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7.6 ` ` ` ` PAINTED S7RiPa0C
6' PROPOSED WHITE VINYL �? f a•,;&NCRM '+wcyw {WATCH
FENCE ALONG PROPERTY UNE ovumw'ti^n,� OEYIALK
WITH FACE SIDE DIRECTSOCKS
AWAY FROM PARKING LOT. Pp i
(BY CONTRACTOR) {
�b
r�y• �„�.- NEW CURS A
lc 2—Sh, 40 i pRNEWAY
APRON j
2' r4' PVC SLE 5 TIC
7 1 I1
d I,
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LANDSCILPNC I.j'R - --- �
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29' p R 2' t T 1
LANDSCAPING 10
2aa Tt: pp(BY OTHERS) — L` RAMP
221 I
t t
2-SCH 40 i i' CK
FROM
4' PVC SIL-EWEVAE
l
3 6' r i
i I ,
3' �
36! TO 4' B' L S' MATCH
YELLOW ; 291.85 x 10 1 MTING
PANTED 4x) \ 1 EW H RAM s SIDEWALK
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%48 DSCAPINC LK
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(BY OTHERS)
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SAW,?ONT PP
REVISIONS DATE
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REVISIONS DATE
6th
EXPANSION JOINT AT
S!T BACK OF SDEWALK
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CONTROL JOINTS TO BE SAW CUT 1.5' DEEP WITHIN 24 HOURS
OF CONCRETE PLACEMENT.
ExPANSION JOINT TO BE ' E Of OVAL CUTTER.
ExpAN5iON JOINT TO BE 1/SEALED IWiTNCK AURENC Ti4WEJONT SEALER..
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REVISIONS DATE
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NOTE 1.CONTRACTOR TO OWE AREAS
ADJACENT TO PARKING TO MN
OVER CURB, NOT TO EXCEED 40 FEET.
2. SEE SHEET 2 FOR DETAIL OF 42'
WOODEN PICKET FENCE. CONTRACTOR TO
PRIME AND PANT WHITE.
]. 4- PVC MXCVFS TO BE CONCRETE
CAPPED AND IB' BELOW SURFACE.
CONTRACTOR TO SUPPLY INFORMATION
ON ACTUAL LOCATIONS.
4. CONTOURS SHOWN ARE E705TNG
EwSDNG SIDEWALK
TO REMAIN_- --
- 6t- hMEET
WATTVALVE
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LEGEND
r-
Units in
Multi -Family
Spaces i n
parking lots
The data contained heroin was compiled tom various sources
for the sale use and benefit of the Pulaski Area Geographic
b o f System by an of and the puhlic agendes It ssn es.
Any of the data eY anyone oNSr than PAalS i$ at the
Any
v
use
sole risk of Cie user, and by acceptance at this data, the
user 0" hyromy hold PAGIS harmlan and vAhdut 1110ilIty
tam any drakes, arils, ar damp gn of arry nature pgah5t
AAGIB, lnektdkrq cmt of defmsa arising fiom improper U"
of the useby (party.
C iCt nP3 C iT
l'('`.s p'3;rI /�. y[C1,,k pl2n a of
I Ac ceptrnce or use al Nis alma is done without any
�Ilir DEVELOPMENTeaprosud orlmplied warranties.
N ER
Cc
III
I
f _ Lardt of eotr radlts
I
11
ptaryr Pao 11 0 .Z n
n•etrr♦! pat 2lbr a
1parlrir�
1W081odc Arose
ear
t
Urpimitrou+d ParkbV ■
32 total
az oar
g 94 111--wired Now[
600' RADIUS AREA prov'd req'd Public +1- —
Cf post office 181 85 0
8311ota11Mrb , business parking in lots 326 253 0
gated residential 206 204 0 +2
single family 13 13 0 -339
on street 24 hr 180 180 +180
r 22 3A On1" on street 2 hr 37 37 +37
TWO BLOCK AREA
1t ar strap! rrmat 0 0 Q business parking In lots 31 13 0
+ multi family 23 78 0 -55
aim single family 6 6
on street 24 hr 57 57 +57
^ totals 117 97 57 +2
0 0
Parking Study
16
N
A
0 - 200 400 Feet
V= 100 feet
I-- rE IiTT11
PLANNINQ L DEVROPMENT
ff, / -1141 11!!�� r4_111
LEGEND
it
FUnits in
Multi -Family
Spaces i n
17!A parking lots I IF
1
r
The data contained herein vras compiled horn various sources
for the sole use and benefit of the Pulaski Area Geographic
in
formation Syeem [pl 5, and Ae pub1; agentim r, serves.
Any use of in data by anyone ocher than PAGES Is at no
Salo risk DIM. usar, and by acceptance of45ta data, the
user don hereby hold PAGES harmless and without kadlity
tom any dams, costs, or damages of arrynatlua against
PAGIS, knc4ong w t of dtfenss arhng from unpreperese
of the data, or use by another party.
Acceptance or use of this date is done without any
expressed or Implied warranties.
ir
41 u 1s
Ao
M
I
1.6dt at SW radius
M EnWkrpw odY
9i
at asek ; wna+4! 7te u n
t atraq 2 hale, e
T1ti Two-0lodt Aroa
in
N
tS ph-atrw! attax
�y r
11 141dor gdy
uMeegro-nd Perkkr6
sus total
32 Open
54 Rasor"d
63 Hotel Ody
39 Moat Onh
a 00
1206 gated
w -
Parking Study
600' RADIUS AREA proud req'd Public +l-
post office 181 85 0
business parking in lots 326 253 0
gated residential 206 204 0 +2
single family 13 13 0 -339
on street 24 hr 180 180 +180
on street 2 hr 37 37 +37
TWO BLOCK AREA
business parking in lots 31 13 0
` multi family 23 78 0 -55 l
single family 6 6
on street 24 hr 57 57 +57
totals 117 97 57 +2
i
N {
v
0 200 400 Feet
1rr= 100 feet