HomeMy WebLinkAboutZ-6051-K Map 4FL=519.68 (10" PVC NE)
FL=518.24 (10" PVC S)
FL = 520.7
EXIST. SS MH #203
TOP RIM=529.79
FL=521.32 (10" PVC N)
0 (10" PVC Wl
Z mW
cooLEGEND (EXISTING SYMBOLS) oa
Q no
FL -52 In
.2 �� FL = 521.5 SYMBOLS LINEWORK p
r� i DUMPSTER SCREEN TO 0 =
n
BE CONSTRUCTED OF Sys _ z w
--
G MODULAR BLOCK �' = c � _ SPLIT FACE CMU WITH Mg ORi FOUND IROIJ PIN Z i
RETAINING WALL - - _ EASEMENT _
J / STEEL FRONT GATES 60' 0
_ __ ENT
- NEW CONCRETE" Rey EXIST. STS INLET LIGHT POLE
NEW MONUMENT / h ''� (SEE ARCHITECT PLAN) �� TOP RIM 526.02 GRAPHIC SCALE IN FEET
FL = s1a.5 _CURB & GUTTER-= - �� POWER POLE CURB W
SIGN S5 -® _ LL=523 00 (18'_ RCP S� WW
/ 40' 0 40' m TELEPHONE PEDESTAL -- - Z W
F1 - 523.1' INSTALL HEAVY DUTY INTERMEDIATE CONTOUR - >_ Z 1
2' WIDE CONC. `g TV PEDESTAL - U z
MEDIAN - \ �\ FLOOD PLAIN \ CONC. APRON LU 0
o _�� iv r O MANHOLE _. - -.tYuS _. -__.. < > wo
�\ �- INDEX CONTOUR ``� 0= 0= _I = N
If I l o �� n- �� \ate FL - 522.1' O SANITARY SEWER CLEANOUT 0 W W W U 3a
\\ I r c f \� iii GAS METER SS-- SS 0- 0- >- Ir Mb
`\. Vh
( SANITARY SEWER LINE
I ��- m \ INLET 8-1 Da GAS VALVE GAS LINE
•
ro � C-------� STORM SEWER PIPE
EXIST. STS INLET ) W W
INLET 7-1
c�X - DOWN GUY WATER LINE (SPECIFY SIZE & TYPE)
\\ 471+ U I TOP RIM=525.91
\\ It I 12. c; BUILUING.A FL -522.15 (18" RCP N) DQ WATER VALVE
6,000 S.F Pik / 5 N 0 FL=522.11 (18" RCP S) UNDERGROUND TELEPHONE UGT
r\ 1� \ 4 - F.F.E.: 520.5. / ., .� �� �s R D R5.5 --------------- FIRE HYDRANT ASSEMBLY UGE y
(� AIR RELEASE VALVE
SIDEWALK RAMP UNDERGROUND ELECTRIC
r` 5 rt i r rrrr 2' WIDE CONC. WITH TACTILE PANEL (TYP.) FIRE DEPARTMENT CONNECTION
MEDI/A/N NEW MONUMEN\
OHF
-
R5.5 SIGN WATER METER OVERHEAD ELECTRIC 1I�
SPRINKLER HEAD UGTV UGTV
INLET 1-5 �� 5 - 19' /5, ; �, / ® ELECTRIC FEDESTAL UNDERGROUND TELEVISION
1, FL = 5: OHTV OHTV
OVERHEAD TELEVISION
I , DUMPSTER SCREEN TO y
HC PARKING GRATED INLET
a 9.86 g HC PARKING BE CONSTRUCTED OF \ ti \ ` i r __
R4 > > (TV.) (TYP.) / SPLIT FACE CMU WITH ' �� ' r DROP INLE
V\ ( \ U 86 y R3.5' 24 19' "
/STEEL FRONT GATES , _..\ti\w CHAIN LINKFENCE
i Ji WOOD FENCE
9- ✓T'f/7 (SEE ARCHITECT PLAN) m ��
STRIPING / �h__ \ __r- x -x-.._ _.._.
o o
4\ HC ISLAND (TYP.)�
NEW CONCRETE -- „ I � � � � ( INLET 6-1
a` , \ BARBED WIRE FENCE
�\ CURB & GUTTER' 6.5' BUILDING ix - ~ �\ ti �i " \ l FL 515.3 TREE
Iw 1 1 �6`? `q - :I 22,734 S.F, .TOTAL - .yh 2 -___ - . .._ r` s .` ._`,` " ��`..�, 4 r',. ``� k FIBER OPTIC FO
R\ 1. ,I I 4.5' R3.5' ��h o 9 86' I F.F.E'520 5
1 N - r
SIDEWALK RAMP 19 R3'� o I HC PARKING
WITH TACTILE PANEL (TYP.) \ 1 42.97, Q 19' (TYP.) TREE TO BE REMOVED
g S6' 24. I STRIPING S
HC ISLAND (TYP.)
�\
INLET 1 4
i \\
INSTALL HC ACCESSIBLE
A �\\ NEW 12" • �/I • _ - " RAMP
STOP BAR \ P '�� INLET 3-1 / STRIPING :; T
HC ISLAND (TYP.)
RIGHT OF WAY
ROAD CENTERLINE
o ,g• NEW CONCRETE FLOOD PLAIN LEGEND CONSTRUCT
�\' r INLET 1-3 6* 9 86+ al R3.5' o R41 r
o ^•r !j
R35 SYMBOLS LINEWORK
CO
11
SW. „ R3.5' ®�/ t' ! • SET MON PIN
INSTALL HEAVY DUTY v I tQ'�j 45, Ry5 0 S'-�I R7 '' r r . 1 I irUT POLE
CONC. APRON II II I
EXIST. SS MH 11 11 INLET 1-2
TOP RIM=505.56 II
Tt=497.15 10" PVC IN �g 11 363
E=497.06 10" PVC OUT
�I II
II li �
NI
4.62'
5' IN
FI SW 11.
GI
It
�
MODULAR BLOCK
RETAINING (..-
WALL 91
1
II IId
EXIST. SS MH #206 �I 1
TOP RIM 505.30 I' fff
FL=495 64 (8" PVC E)
FL=495.60 (10" PVC N) I• IV �'��
FL -495.54 (10" PVC S) II (U
FL - 495.8
0
INLET 1 -1 'i 6
FLOOD WAY-`
�I 1INSTALL HEAVY DUTY
CONC. APRON
Ali
.5,
9 9 86 / -
r � POWER POLE
V.� .�S I'v / �/� \ �\ 3 TV PEDESIAL
9 R15'
10 `° R55 d/ i MANHOLE
ti w R4\ p l < 0 SANITARY SEWER CLEANOUT
N - v 7 INLET 5-1Cil / ♦ GAS METER
/ r `y 13 9S' �� // LOT 5
1�b 4 may, ARKANSAS SYSTEMS OFFIC". ARK GAS VALVE
�- INLET 2-1 1 R10' !/ / o STORM SEWER PIPE
BUILDING C % 4 c X -X STRUCTURE NUMBER
7,000 S.F. Q� // / // ►t WATER VAINE
F.F.E.: 515.5 (�
DUMPSTER SCREEN TO / / / / ►� FIRE HYDRANT ASSEMBLY
BE CONSTRUCTED OF
/ 161 AIR RELEASE VALVE
y Rl?• RSI SPLIT FACE CMU WITH
2' WIDE CONC.
5 STEEL FRONT GATES FIRE DEPARTMENT CONNECTION
MEDIAN (SEE ARCHITECT PLAN) // • WATER METER
0
� � SS EXIST. S % -4H #209 B BACK FLOW PREVENTER
_TOP RIM=51.47 /
.4 ♦ REDUCER .� R, ,
4 a' _ , ��` FL=513.96 (4" PV NE) RECTANGULAR DROP INLET,
FL -51255 (10" PVC V�
__-INLET 4-1 > / / relGRATEDINLET OR JUNCTION
NEW MONUMENT
/ SIGN
r
r
BOX (SPECIFY ON PLAN
i- 'cin_ NEW CONCRETE v^ \ // SHEET)
s, f
CURB & GUTTER
CIRCULAR DROP INLET,
GRATED INLET OR JUNCTION
BOX (SPECIFY ON PLAN
SHEET)
REO '0CESS
SEMENT / t SITE NOTES
EXIST. SS MH #208
/ TOP RIM=508.18 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL
FL=497.60 (10" PVC E) SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO,
FL=496.80 (10" PVC W) / SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS,
ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY
OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN
4 / SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS
ONLY.
2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL
CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA
STANDARDS.
(Crp, QUANTITATIVE DATA 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING,
SIDEWALKS EXIT PORCHES TRUCK DOCKS PRECISE BUILDING
PROPERTY AREA
- 5.132 AC
BUILDING AREA
- 34.734 S.F. TOTAL
PAVED AREA -
4 AC
GREEN SPACE -
1.132 AC
TOTAL PARKING SPACES - 242
DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
4. ALL CURB DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS
OTHERWISE NOTED.
5. ALL PAVEMENT MARKINGS DIMENSIONS BACK OF CURB UNLESS
OTHERWISE NOTED.
6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
7. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO
ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE
RESTRICTIVE.
8. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED
PRIOR TO CONSTRUCTION START.
9. CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND
PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT.
10. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS,
DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY
AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND
VEHICULAR TRAFFIC TO AND FROM THE SITE.
EASEMENT
CURB
INTERMEDIATE CONTOUR
INDEX CONTOUR
2M
205
SANITARY SEWER LINE
G
GAS LINE
z
W
WATER LINE
LIGT
UNDERGROUND TELEPHONE
LIGE-
GE-UNDERGROUND
UNDERGROUNDELECTRIC
Q
OHE
OVERHEAD ELECTRIC
FO
FIBER OPTIC
W
UGTV
UNDERGROUND TELEVISION
--OHTV---OHTV-
HTV
OHTVOVERHEAD
OVERHEADTELEVISION
o
CHAIN LINK FENCE
c o
WOOD FENCE
x
x x
BARBED WIRE FENCE
BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
Arkansas One Call
REVISIONS I DATE
SITE PLAN
i.
CEIV1. •:
FEB 2D2018
0 I
U
Know what's below. 2-07-18 17807700
DATE JOB NO.
Call before you dig. C1 .1 •.•.
SHEET OF
z
G
Q
LU
W
LU
>
Wco
.IWU
0
Cn
U)
It nu
I -z0<
e�
cz
�,^
/J
?
(,)
J
WLLJ
z
a
Q
QcrQ0
Y
LL
U
1
1�
U)
cr
>_
N
O�LL�
W
O
Q
J
'=
JU
U)
Q
1.0
W
-3
J
w
U
Z
Q
REVISIONS I DATE
SITE PLAN
i.
CEIV1. •:
FEB 2D2018
0 I
U
Know what's below. 2-07-18 17807700
DATE JOB NO.
Call before you dig. C1 .1 •.•.
SHEET OF