HomeMy WebLinkAboutZ-6051-K Map 3FL=519.68 (10" PVC NE)
FL=518.24 (10" PVC S)
FL = 520.7
EXIST. SS MH #203
TOP RIM=529.79
EL=521.32 00" PVC N) /
Z �w
t'® LEGEND (EXISTING SYMBOLS) ��-, Nm
01
FL=521.20 (10 PVC W) ^ o
FL = 521.5' ¢ U
SYMBOLS
WORK
DUMPSTER SCREEN TO U c
_ / om
BE CONSTRUCTED OF SYs w
MODULAR BLOCK �_�_ _ _ SPLIT FACE CMU WITH S DR�� o FOUND IRON FIN EASEMENT Z J i
--'RETAINING WALL` �c / STEEL FRONT GATES �� 60• - - 0 - Ka
/i- ` NEW CONCRETE _" R/W �XIST. S S INLET P E LIGHT POLE _ _ _ _ _ _ _ _ _ _ = e
(SEE ARCHITECT PLAN) �� GRAPHIC SCALE IN FEET
NEW MONUMENT ! i j' �`' _CURB &GUTTER =$ TOP RIM 526.02 �, POWER POLE CURB ~ w W
FL = 518.5' / , c' FL -52300 (18" RCP S) � w
SIGN � 5 _ ., ._ � � L- -- J � �
. '`b --------- 40' 0 40' m TELEPHONE PEDESTAL _ _. -- �� z N
/ / �"� 2' WIDE CONC. `�\ FL = 523.1' INSTALL HEAVY DUTY N PEDESTAL [� - - U °z
\�� 2 " MEDIAN �\ � �� FLOOD PLAIN �� INTERMEDIATE CONTOUR z C)
CONC. APRON _,_.....,.._. Y w o N
p _w .�_ a_� - �_v__.
!! O MANHOLE INDEX CONTOUR `� Q_ J = CO N
\\ ) 1 0 O 0 SANITARY SEWER CLEANOUT 0 Lu LLI LU
U
FL - 522.1' SS SS
\\ •III l 1 RjS. e � � �' :i / � � ` GAS METER SANITARY SEWER LINE Ir 0 ^ Q � �-
lp -
1
\\\ IV I INLET 8-1 DQ GAS VALVE GAS LINE G G G
265 ' �_ R�=�------------ C ------- STORM SEWER PIPE -
1$-
\\ INLET 7 1 rEXIST. STS INLE 1 WATER LINE (SPECIFY SIZE &TYPE) W
4�1 i SI z _ TOP RIM=525.91T DOWN GUY 7
\\\ h j.. - BUILDING A. p (� L
�� FL -522.15 (18" RCP N) Da WATER VALVE UGT
6,G00 S.F. d.� UNDERGROUND TELEPHONE W
\\ �N r 1 s ?' -��- +. h R5 D �UFL=522.11 (18 P S) � FIRE HYDRANT ASSEMBLY
F.F.E 520,5.. 1 j R5.5'\ Z A
UGE
' - iirr irn �i fG o �� 6• SIDEWALK RAMP RC C AIR RELEASE VALVE
UNDERGROUND ELECTRIC
WITH TACTILE PANEL (TYPJ Lu
2 WIDE CONC.
i - MEDIAN R '! 11 NEW MONUMENT � �� FIRE DEPARTMENT CONNECTION --ONE-
MEDIAN � �
u R11 , / I i /'�/ 5S ` WATER METER E OVERHEAD ELECTRIC
O
838,_x__.. /////%'% _ R5.5 SIGN
1 18' 24 % �, SPRINKLER HEAD UGTV UGTV J r , 0
\ INLET 1-5 19' } z v
p \ j5 •1 ; �� UNDERGROUND TELEVISION
5 - \ //�1 ® ELECTRIC PEDESTAL !� w W (n
\ / OHTV - OHTV CC
\t \� \\ oo R6.5' I ii% lg, ... --- OVERHEAD TELEVISION T 5 LLJ
RR. I 4 ii DUMPSTER SCREEN TO \.. / GRATED INLET i W
9.B6 c� - HC PARKING BE CONSTRUCTED OF �` �� ".� �� ' `-- __..__._ 'r 5 (n
HC PARKING �_ `� �. � G
(TYPJ A SPLIT FACE C`1U WITH ! r =� CHAIN LINK FENCE
\\ _._ j�:\<1 �.. R4' '' R3.5' 19, (TYP.) cn � ___._.
cn` " in STEEL FRONT GATES 4.. " �..�'� ~` �� �� �' r',^ l<._._. O (/) L
V) �O g.86 " ti.... �_ WOOD FENCE
(SEE ARCHITECT PLAN) ' DROP INLET 7
�\ \�` \ \ 9' STRIPING / ha .\\� �� ` %, }}.� 4/ �\\ _ _ L C
`� .ice O v \ ..._._... X >G-...._.... (Q
\\ \ \ R6.5 HC ISLAND (TYPJ n \ 4~e � �- i Q cJ i' r; BARBED WIRE FENCE cz
NEW CONCRETE i INLET 6-1 ~ \� ,% FL 515.3',,-' `S
q\ 11 6.5, 1 `� TREE z Q
CURB & GUTTER' BUILDiVf, B
VJ
°, t ` �6. 5 0/ 1 2w,73a F. TOTAL �y R?, 2 FIBER OPTIC Q
W Y
V..,I 9' �'S• -, F.F.E:520:5
1 I R3.5' 9.86 6. �_
SIDEWALK RAMP R3' o I HC PARKING R2 r - - _ 1 `
WITH TACTILE PANEL (TYPJ \ 1 42• v' 4 9.86' 0 24. ' -19' 9 �' - �az� - - - �� �-_. T _ \ �� �'►
I (TYP•) STRIPING 21 S' 1 �` _ TREE TO BE REMOVED
\t o 9 I HC ISLAND (TYP.)
i \1\ INLET 1 4
00. it
INSTALL HC ACCESSIBLE
\ y / Ur RAMP
\,
A �\\ NEW 12° NOUN �
f \4 STOP BAR .111 �' °� INLET 3-1" �--� 90 STRIPING
c' o? 111 5� �1. HC ISLAND (TYPJ ?,6j - \ ] l /
RIGHT OF WAY
ROAD CENTERLINE
R� a s r + I
NEW CONCRETE - ! LEGEND (CONSTRUCT)
FLOOD PLAIN \ `
R3.5d'_. o ' I / CURB & GUTTER x r
r/ r"
\I
INLET II -3 �• g 8s' p13y - '
10 SYMBOLS LINEWORK n @ CW R I - co 1^ � 24.5 19' /��R3.5' %
_ - //
/ ,� ' j r'i
45, Stl 1KUN P1
� 19 0 35 j/ i'
INSTALL HEAVY DUTY 11 9' jLIGHT POLE EASEMENT
R , •S'- R1 f' j,
CONC. APRON II I R3.5' o 9 86' _ 9 S j
I I R6 s 9 �4 // it POWER POLE
R3 I0 >_1 I19 a j ■ TELEPHONE PEDESTAL
11 II INLET 1-2 65' j R15' /�/ \ 0 N PEDESTAI
EXIST. SS MH
TOP RIM=505.56 1 o " U, Qom' ` 55 d/ ;7 > Q� MANHOLE
FL=497.15 10" PVC INhI 363' ��� ry R4' P R !/ i < 0 SANITARY SEWER CLEANOUT
E=497.06 10" PVC OUT - �'- � "' vn INLET 5-1 A GAS METER
95' LOT 5
�� q+ may, s ARKANSAS SYSTEMS OFFICE -PARK ��, G � GAS VALVE
II Ip
4 •62' �� e Ys INLET 2-1 I 3 RIO' �!/ // D STORM SEWER PIPE
BUILDING C
3p,22 4 �� / X -X STRUCTURE NUMBER
\I -
it SW 19' 7,000 S.F. j // / // / ►t WATER VALVE
II U F. F. E.: 515.5 �- DUMPSTER SCREEN TO / / FIRE HYDRANT ASSEMBLY
II � BE CONSTRUCTED OF / / / /
MODULAR BLOCK I - ° / / IBI AIR RELEASE VALVE
RETAINING WALL CI F1 SPLIT FACE CMU WITH
II /. a Q`' 2 WIDE MEDIAN' % RAZ''' R11,S' STEEL FRONT GATES /
� FIRE DEPARTMENT CONNECTION
EXIST. SS MH #206 1) F f s (SEE ARCHITECT PLAN) 1
TOP RIM=505.30 �I 1' UNLET 1-1 { • WATER METER
�� / / B BACK FLOW PREVENTER
FT .64 (8" PVC E) 11W, 4 �`� a .a _ R N a SS TOP RIM= X209 / • REDUCER
FL=495.60 (10' PVC N) IL F J
/ E' �a' - -- -' FL=513.96 (4" P��NE) /
FL=495.54 (10' PVC S) II / ! ea = = RECTANGULAR DROP INLET,
/ FL 512.55 (10" PVC Ni / / GRATED INLET OR JUNCTION
I 1� 11.44 " _- INLET 4-1 / ❑
c� BOX (SPECIFY ON PLAN
SHEET)
FL - ags.s 1 0 le' s �n NEW CONCRETE
I_
CURB &GUTTER /
CIRCULAR DROP INLET,
/ \ \ GRATED INLET OR JUNCTION
BOX (SPECIFY ON PLAN
SHEET)
FLOOD WAY I) /. NEW MONUMENT i sEMEN1 (07TTESIGNGCE55 NOTES
X11 IINSTALL HEAVY DUTY i EXIST. SS MH #208
CONC. APRON I / TOP RIM=508.18 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL
` //dI ' / 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
SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS
2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL
CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA
STANDARDS.
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
'ROPERTY 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.
7W
CURB Z
Q
1206
INTERMEDIATE CONTOUR
CcU
1205
m
0
SANITARY SEWER LINE
d1
f..L
U)
Ir
> N
0orLL�J
wQ
WATER LINE
UGT
J
Q
C/)QU�
OHE
OVERHEAD ELECTRIC
Ell
LJJ
--)
J
z
UGTV
UNDERGROUND TELEVISION
OHTV
OHTV
OVERHEAD TELEVISION
U
0 0
7W
CURB Z
Q
PROPERTY LINE
ROAD CENTERLINE
Arkansas One Call
FEB 202018
Know what's below.
Call before you dig.
REVISIONS I DATE
SITE PLAN
-07-18 17807700
DATE JOB NO.
C1.1 1 •'"
SHEET I OF
1206
INTERMEDIATE CONTOUR
1205
INDEX CONTOUR
SS
SANITARY SEWER LINE
G
GAS LINE
W
WATER LINE
UGT
UNDERGROUND TELEPHONE
_LIGE
UNDERGROUND ELECTRIC
OHE
OVERHEAD ELECTRIC
FO
FIBER OPTIC
UGTV
UNDERGROUND TELEVISION
OHTV
OHTV
OVERHEAD TELEVISION
0
CHAIN LINK FENCE
0 0
WOOD FENCE
XFENCE
x x
BARBED WIREX
BUILDING SET BACK
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
Arkansas One Call
FEB 202018
Know what's below.
Call before you dig.
REVISIONS I DATE
SITE PLAN
-07-18 17807700
DATE JOB NO.
C1.1 1 •'"
SHEET I OF