HomeMy WebLinkAboutZ-6051-L Map 3FL=519.68 (10" PVC NE)
FL=518.24 (10" PVC S)
EXIST. SS MH #203
FL = 520.7 .ti TOP RIM -529.79
FL=521.32 (10° PVC N)
FL=521.20 00" PVC W)
FL = 521.5' ir ¢U
- E - - cl) SYMBOLS L NEW RK
DUMPSTER SCREEN TO O Y N
BE CONSTRUCTED OF SYs _ LU ° 0
MODULAR BLOCK - _� __ SPLIT FACE CMU WITH SMS ORI O FOUND IRON PIN EASEMENT ~ W a
-_ _ Z _
i .'RETAINING WALL- - - STEEL FRONT GATES
do. EASEMENT
(EXIST. STS INLET Z ~ Y
/i NEW CONCRETE'��- / (SEE ARCHITECT PLAN) \��� GRAPHIC SCALE IN FEET LIGHT POLE 0 ;
NEW MONUMENT //i �`9 -CURB & GUTTER--$ �� TOP RIM -526.02
FL = 51a.s POWER POLE CURB W
SIGN /r' S� - N �L=523 00 (18" RCP S� (n m w
---------- m TELEPHONE PEDESTAL __._. _ .... __._ . _ _
2' WIDE CONC. �\ a _ \ �_ FL = 523.1' INSTALL HEAVY DUTY 40' 0 40' INTERMEDIATE CONTOUR z >_ z_ H
MEDIAN ` \ �\�� FLOOD PLAIN ! \\ CONC. APRON El TV PEDESTAL W^ry �� Y w o
i O MANHOLE
I o \ \ \ INDEX CONTOUR J = n N
\\ '\ `\ / a� FL - 5221' 0 SANITARY SEWER CLEANOUT SS- SS �� w w w U
\\ I R75' a �i % .lb J ../ "I !. �b� \� GAS METER SANITARY SEWER LINE Lr o- a- %' Q
Da GAS VALVE
INLET 8-1 GAS LINE
-------------- ------ STORM SEWER PIPE
Ili N "1$ l 3, r (EXIST. STS INLET W W
\\\ �� I I 241 _ D/i Q1% / �. _ INLET 7-1 TO RIM= 25.9 c WATER LINE (SPECIFY E & TYPE) z
1 �. P DOWN GUY SIZE
II II 11 ` y BUILDING A 5
t�7 L=522.15 (18" RIM -525.91
N) WATER VALVE
\\ f \ / --- 6,00 S.F. Qi2,, Rg d LFL=522.11 (18" RCP S) UNDERGROUND TELEPHONE UGT W
\\ 1� \ / - F.F.E 520,5 a --- �9 �; d R5.5' ---- ---------- FIRE HYDRANT ASSEMBLY
!\ \ 1 - --` / rrrr rr' r 'p6 �s i 6. SIDEWALK RAMP C8� AIR RELEASE VALVE -UGE yl J
\\ \ \ 0 I rr/ 2 WIDE CONC. /VVIIL PA , FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC OHE I W
\ h / n 9 ,vi ; TH TACTILE PANEL (TYP.) ` � Q W
MEDIAN,/ RS.S ;, NEW MONUMENT O WATER METER OVERHEAD ELECTRIC O
/ SIGN
d5' 18 24 r . ® UGTV UGTV Z W
INLET 1-5 , C SPRINKLER HEAD U
J b i 5' -� ELECTRIC PEDESTAL UNDERGROUND TELEVISION w U)
9•S' ® a 1 \ o f FL = '--- OVERHEAD TELEVISION HTV -
\\ o� R6 S' 4 �� \\ sr OH TV
�\...44 9 �5 Rh \ w;, 6 DUMPSTER SCREEN TO �F \ +�...... N0 W
W
\ \ GRATED INLET __.__y.____. ._.__.___._ .. ~
8' EL c 9.86 5 HC PARKING HC PARKING ^ ' \ BE CONSTRUCTED OF ��` \ i }
2 C
R4' (TYP.) (TYP.) SPLIT FACE CMU WITH :� \.. \ ` ' ?� ;, CHAIN LINK FENCE IJ G
U . R3.5' 19 " :. Ln
b± STEEL FRONT GATES WOOD FENCE rv-___.._ . ✓' - / v__ __.._.. O v)
U4v 6 , .. \ \ w DROP INLET U)
\ \ n 9.86' o •y5 9 24. j I �/ (SEE ARCHITECT PLAN) �� w, ` `��. ,. > } e L - �
�/ _ a
G STRIPINGU)
(TYP.) / ®`� \i \�� X��_ �Xm_ _ _. Z U Q
_ �`:��, �� d �o .,.. FL 515.3 BARBED WIRE FENCE Cn
✓ `�
NEW CONCRETE 0. 3 ( INLET 6-1 Y
CURB &GUTTER 6.511 r BUILDINGS - 1 \ �� rx Y \ TREE FO Q
�6 5 a/ 22,734 S.F. TOIAL, �y R z -- = \\ �� y, FIBER OPTIC �� Y
• �.
4.5' R3.5' 9 `�� a 9.86' 6 1 F.F.E: 520.5 ? i _=:7z i , - \ �.. - _j W
`•`k
SIDEWALK RAMP 1 19' � R3' 0 1 HC PARKING'
WITH TACTILE PANEL (TYP.) \ 1 4297 4 86' 0 4, ' -19' I (TYP.) STRIPING R2: 9S' r- _� "� 1 -- - �` ---- �\'j `��� \ TREE TO BE REMOVED
1
HC ISLAND (TYP.)
INLET 1-4moi`'°' \
INSTALL HC ACCESSIBLE
i
v �\ • cr s - RAMP
A \\ NEW 12 DROP ' i i/ ✓ ! {
f \I, STOP BAR1� {' '�O INLET 3-1 -77(; STRIPINGLr. 11
o \ a 5� HC ISLAND (TYP.)
> t
cn I :1
Z mw
(0-0 LEGEND (EXISTING SYMBOLS)
N m
o ^o
co
RIGHT OF WAY
ROAD CENTERLINE
W J
!\ R3' a 9.86 - , a / ��
\` I R4, ' w d p X9' // NEW CONCRETE FLOOD PLAIN I I I `�® LEGEND (CONSTRUCT) III W Z
INLET 1-3 �. 9 $6' aI R3.5 0 CURB &GUTTER
\, 0 W
//ZZ SYMBOLS LINEWORK
�_ 24.5 (� L)
't
r / 1 - - - R3.5 0 SET IRON PIN W
EASEMENT
INSTALL HEAVY DUTY \\ v l 19' 4.5' 9 00 o b S'- / R7gS ®/ / %' '� .✓' ` LIGHT POLE Z
CONC. APRON 11 11 9.86 - ^ CURB
I O
1 R6 R3.5' p R3 0 5 r J �9 �� /j / ;It POWER POLE
11 II 9.86 p a 70 x \ - ■ TELEPHONE ''PEDESTAL 1206 Q
ItI \ S TV PEDESTAL INTERMEDIATE CONTOUR
EXIST. SS MH 11 �1 INLET 1-2 6S' �� 9
TOP RIM=505.56 r, o ) s- ��' \ 5 d/ J Q MANHOLE INDEX CONTOUR 1205
L=497.15 10" PVC INI �I 36 3' ii5�`° R4' R5'
V ✓' ` o SANITARY SEWER CLEANOUT
Lt=497.06 10" PVC OUT - ^' , I .L INLET 5-1 SS
" a, 9S' �� GAS METER
LOT 5
I �h � INE 'f r SANITARY SEWER LINE
E�P\
ARKANSAS SYSTEMS OFFICK ►t GAS VALVE
G
\I 62 T 2-1 I a RIO' // / D STORM SEWER PIPE GAS LINE
a /
S Id
/ X -X STRUCTURE NUMBER WATER LINE
I BUILDING O WATER VALVE
/ OO
\
it SW 19' 000 S.F.
7UGT
'
\I II / F.F.E.: 515,5 r ��' DUMPSTER SCREEN TO / // / / -+ ►� FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE
MODULAR BLOCK 1 `.- BE CONSTRUCTED OF /
RETAINING WALL nl Fi RX .`., SPLIT FACE CMU WITH // IBI AIR RELEASE VALVE UGE
� 2' WIDE CONC. / ? R1�
11 P e r MEDIAN S' STEEL FRONT GATES / / �, FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC
EXIST. SS MH #206 �I Idl IF p (SEE ARCHITECT PLAN) / ( �.
TOP RIM Ir (INLET 1-1 0 {/ / • WATER METER OVERHEAD ELECTRICS d
\I 3�` � SS EXIST. S MH #209 / / B BACK FLOW PREVENTER
FL=495.64 (8" PVC E) I ' N _� /
a a R - _ TOP RIM=51.41 / • REDUCER FIBER OPTIC FO
FL=495.60 (10" PVC N) p 1\ F a� a FL=513.96 (4" PUC�NE)
FL=495.54 (10° PVC S) �I J - �' FL=512.55 (10" PVC V� /
RECTANGULAR DROP INLET,
INLET 4 1 UGTV
_�-- � i / � GRATED INLET OR JUNCTION
-� L UNDERGROUND TELEVISION
+� - •N. �- < � BOX (SPECIFY ON PLAN
NEW CONCRETE ��� SHEET) -OHTVOHTV
FL - 495.6 _ 4 2. _. / // OVERHEAD TELEVISION
\ CURB &GUTTER /
CIRCULAR DROP INLET, 0 0 0
- -
zm__ _ GRATED INLET OR JUNCTION
BOX (SPECIFY ON PLAN CHAIN LINK FENCE
Z;;; _ SHEET)
FLOOD WAY
WOOD FENCE
NEW MONUMENT' REc sEMENa / SITE NOTES x x x
pCCE55
IINSTALL HEAVY DUTY = SIGN s EXIST. SS MH #208 BARBED WIRE FENCE
CONC. APRON _ i 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 T0, BUILDING SET BACK
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 RIGHT OF WAY
OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN
SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS - -
} _ ONLY. PROPERTY LINE
2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL - - - - - -
CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA ROAD CENTERLINE
lQUANTITATIVE 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.
Arkansas One Call
FEB 2 0 201
Know what's below.
Call before you dig.
REVISIONS I DATE
SITE PLAN
02-07-18 17807700
DATE JOB NO.
_ C1.1 ••
SHEET OF
a.
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!\ R3' a 9.86 - , a / ��
\` I R4, ' w d p X9' // NEW CONCRETE FLOOD PLAIN I I I `�® LEGEND (CONSTRUCT) III W Z
INLET 1-3 �. 9 $6' aI R3.5 0 CURB &GUTTER
\, 0 W
//ZZ SYMBOLS LINEWORK
�_ 24.5 (� L)
't
r / 1 - - - R3.5 0 SET IRON PIN W
EASEMENT
INSTALL HEAVY DUTY \\ v l 19' 4.5' 9 00 o b S'- / R7gS ®/ / %' '� .✓' ` LIGHT POLE Z
CONC. APRON 11 11 9.86 - ^ CURB
I O
1 R6 R3.5' p R3 0 5 r J �9 �� /j / ;It POWER POLE
11 II 9.86 p a 70 x \ - ■ TELEPHONE ''PEDESTAL 1206 Q
ItI \ S TV PEDESTAL INTERMEDIATE CONTOUR
EXIST. SS MH 11 �1 INLET 1-2 6S' �� 9
TOP RIM=505.56 r, o ) s- ��' \ 5 d/ J Q MANHOLE INDEX CONTOUR 1205
L=497.15 10" PVC INI �I 36 3' ii5�`° R4' R5'
V ✓' ` o SANITARY SEWER CLEANOUT
Lt=497.06 10" PVC OUT - ^' , I .L INLET 5-1 SS
" a, 9S' �� GAS METER
LOT 5
I �h � INE 'f r SANITARY SEWER LINE
E�P\
ARKANSAS SYSTEMS OFFICK ►t GAS VALVE
G
\I 62 T 2-1 I a RIO' // / D STORM SEWER PIPE GAS LINE
a /
S Id
/ X -X STRUCTURE NUMBER WATER LINE
I BUILDING O WATER VALVE
/ OO
\
it SW 19' 000 S.F.
7UGT
'
\I II / F.F.E.: 515,5 r ��' DUMPSTER SCREEN TO / // / / -+ ►� FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE
MODULAR BLOCK 1 `.- BE CONSTRUCTED OF /
RETAINING WALL nl Fi RX .`., SPLIT FACE CMU WITH // IBI AIR RELEASE VALVE UGE
� 2' WIDE CONC. / ? R1�
11 P e r MEDIAN S' STEEL FRONT GATES / / �, FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC
EXIST. SS MH #206 �I Idl IF p (SEE ARCHITECT PLAN) / ( �.
TOP RIM Ir (INLET 1-1 0 {/ / • WATER METER OVERHEAD ELECTRICS d
\I 3�` � SS EXIST. S MH #209 / / B BACK FLOW PREVENTER
FL=495.64 (8" PVC E) I ' N _� /
a a R - _ TOP RIM=51.41 / • REDUCER FIBER OPTIC FO
FL=495.60 (10" PVC N) p 1\ F a� a FL=513.96 (4" PUC�NE)
FL=495.54 (10° PVC S) �I J - �' FL=512.55 (10" PVC V� /
RECTANGULAR DROP INLET,
INLET 4 1 UGTV
_�-- � i / � GRATED INLET OR JUNCTION
-� L UNDERGROUND TELEVISION
+� - •N. �- < � BOX (SPECIFY ON PLAN
NEW CONCRETE ��� SHEET) -OHTVOHTV
FL - 495.6 _ 4 2. _. / // OVERHEAD TELEVISION
\ CURB &GUTTER /
CIRCULAR DROP INLET, 0 0 0
- -
zm__ _ GRATED INLET OR JUNCTION
BOX (SPECIFY ON PLAN CHAIN LINK FENCE
Z;;; _ SHEET)
FLOOD WAY
WOOD FENCE
NEW MONUMENT' REc sEMENa / SITE NOTES x x x
pCCE55
IINSTALL HEAVY DUTY = SIGN s EXIST. SS MH #208 BARBED WIRE FENCE
CONC. APRON _ i 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 T0, BUILDING SET BACK
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 RIGHT OF WAY
OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN
SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS - -
} _ ONLY. PROPERTY LINE
2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL - - - - - -
CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA ROAD CENTERLINE
lQUANTITATIVE 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.
Arkansas One Call
FEB 2 0 201
Know what's below.
Call before you dig.
REVISIONS I DATE
SITE PLAN
02-07-18 17807700
DATE JOB NO.
_ C1.1 ••
SHEET OF