HomeMy WebLinkAboutZ-4577-B Map 2D
C
D
Jnited Parcel Service
5501 Fourche Dam Pike
_ittle Rock, AR
?ONING: 1-1
31TE AREA = 44 ACRES (APPROXIMATE AREA)
XISTING BUILDING AREA = 211,800 S.F.
3UILDING EXPANSION AREA = 5267 SF (2.5% ADDITION)
TOTAL BUILDING AREA = 217,067 (11.3% OF TOTAL SITE)
2
EXISTING UNITED PARCEL SERVICE
PARCEL DISTRIBUTION FACILITY
FFE = 250.67
211,800 S.F. (APPROX.)
3 1 4
0
GRAPHIC SCALE
30 0 15 30 60
BOLLARDS AT ENTRIES
EXISTING CONCRETE ( IN FEET
TEMPORARY COMPACTOR BOLLARD TO 3:3:
REMAIN (TYP) 1 inch = 30 ft.
EXISTING MAN DOOR LOCATION ON EXISTING, \ \
\
BUILD]
NG EXPANSION \���\��\ , \ TEMPORAASPHALT�RY POWE `
�� TEMPORARY c II
FOOTPRINT (TYP)
� �
EXISTING CURB ;'I 1
AND GUTTER T0' x
256.22' -- REMAIN (TYP) Ili e
IDS BUILDING ADDITION 1i P
5,267 S.F. �0
XISTING SEWER
FFE=250.67 e - MANHOLE
BUILDING EXPANSION 14 OMPACTOR (GREASE TRAP) 1111 6
FOOTPRINT (TYP) TO REMAIN X11
8" THICK 12'X50' CONCRETE I C=
• COMPACTOR PAD PAVEMENT CTOCRETE 11111
II
REMAIN (TYP)
5'x5' CONCRETE PAD WITH@31
_T_
EXISTING CONCRETE 78,75 1 r}tIWDRAIe AND STAIRS. SEE
S • ARCHITECTURAL PLANS FOIR d P ° 1�
BOLLARD TO p ° o l ° °I f
REMAIN (TYP) _ 2 DETAILS ° 1 °
- 9 ° A / 11 aro XISTING 6"
/ e ° 6 WATERLINE TO
3 CONCRETE1 a o f d l V
1C
GUARDRAIL
------�--- APRON C-7.0
REMAIN (TYP)
i 4x
Id
L -r -
° �_p___ EXISTING FIRE-.XISTING 6"
EXISTING ° ° o WATERLINE TO
° ° -[� °-----1-----------'--- -� III REMAIN --J----1----1----1-----'----' �'----'------------' - - ( ) REMAIN (TYP)
- - -_ -�>� _ __ 1- 1 ° �I ----_ '
BUILDING --- �
FOOTPRINT p p l dl ° p °
(TYP) 6 I
\�l 4" WIDE YELLOW ° R d pl 1'i I I
♦7 I I I I In I I ' I I I I I � I I d I I
l STRIPING (TYP) ° °° d l P ' P I
- d l ° ° p l ° ° EXISTING �'
4 d o l / X ��
STRIPING TO II li P
I
--------o l° ° li o� °II o 1 1 (REMAIN (TYP) - --- ---�I 6
r�
Id p 1 EXISTING ° ° ° 1 CONCRETE°
Q PAVEMENT T) 4" WIDE YELLOW STRIPING TO MATCH - EXISTING GRAVEL UPGRADE TO HEAVY L_1 SITE TBM
a I EXISTING ALTERNATE 1 BID (TYP) DUTY CONCRETE (ALTERNATE 1) C-4.0 ------ --� 1 e
REMAIN TYP
�3: ONNECT EXISTING
WHITE YARD STAGING NUMBERS HEAVY DUTY CONCRETE (TYP) I P AND PROPOSED
RELOCATED CONNEX C-7.0 TO MATCH EXISTING C-4.0 x FENCING (TYP)
CONTAINER ON ------ --- ---- ----- - - ------ "----- P
L EXISTING STRIPING r_ t y 4 WIDE YELLOW STRIPING TO EXISTING EDGE OF
EXISTING ASPHALT. MATCH EXISTING BASE BID �TYPP� ASPHALT (TYP) ------ 1111 6 TOWER WITH FENCING
LINETO EXISTING --------------- ------ ----------------------------- ------------- --------------------------- I �
EXISTING
--------- -
EXISTING CONCRETE TO REMAIN TYP x �� TO REMAIN (TYP)
PAVEMENT TO REMAIN (TYP) BUILDING EDGE. (TYP)
iS OCS fiZS 9Z5 $ 915 SZS Zs S S LN ON 619 8l5 LLS Sts Sls 4ls Cls its lis OL9 605 90S LOS 9DS 929 405 COS 6 1015 005
CONNECT EXISTING. ` `. `. `.
4 °446.46
AND PROPOSED `
FENCING (TYP) \ �\ \ �� `\ \ `\ `\ �\ `\ \ `� �� \ \ `� �� ` ` `� ` ` �� `� a ° x - - TILITY POLE
n p 'n TO REMAIN
t ONCRETE CURB 10 (TYP)
�� ��`���`� � \ ��`� � ` � 'BASE�ID iPAVIN 12r a � )
X -� - x x - - \ `� `.\ `. ��� ` .\ .\ �\ . �� �� \ . �� \ , p , i-= AND GUTTER (TYP)
+1 0
EXISTING EXISTING GRAVEL TO 3' CURB OPENING@7.
FENCE TO EXISTING GRASS AREA FOR FOR DRAINAGE
REMAIN TYP REMAIN TYP CHAIN LINK FENCE W/ BARBED WIRE _--,EXISTING WATERLINE
(TYP) (TYP) 1 , CONTRACTOR LAY DOWN
1 OFF GRAVEL AND CONCRETE -REUSE \10,/ 10 CARWASH
-
--w- - w - -- w� C-7.0 X-w---w-----w w -----w---- -
UNDAMAGED EXISTING FABRIC & POLES
Ave
TIE INTO EXISTING WATER
LINE. INSTALL 90' BEND.
a
Ln AS NEEDED (TYP)
\-X X X X X X X X -
W W W�
INSTALL 90' BEND. 322 LF OF 4" PVC
C900 WATERLINE.
MATCH EXISTING
BEDDING AND COVER.
a
EXISTING CONCRETE
BUILDING EXPANSION
GRAVEL BUFFER AREA (BASE BID)
a
d.
CONCRETE PAVING (BASE BID)
CONCRETE PAVING (ALTERNATE 1)
EXISTING GRAVEL TO REMAIN
W
TIE INTO EXISTING WATER
LINE. INSTALL 90' BEND.
-X X X X
I
CUSTOMER/EMPLOYEE
ENTRANCE
Q�
Q P�
�G TRUCK E
EXISTING
HOUSE
12' GRAVEL 6 2.5 WIDE
C-4.0 SECTION C-7.0 FEEDER CURB
INSTALL 90' BEND. EDGE OF GRAVEL (TYP) J
CHAIN LINK FENCE
1 W/ BARBED WIRE 1'
C-7.0 OFF GRAVEL AND
CONCRETE (TYP)
FOURCHE DAM PIKE
BENCHMARK:
SITE TBM: CNC NAIL LOCATED ON THE NE CORNER OF THE
MAIN PARKING ROW.
ELEVATION: = 249.44
CONTOUR INTERVAL = 1 FOOT
CONTOURS ARE DERIVED FROM RANDOM SPOT SHOTS
OBTAINED BY TOTAL STATION SURVEY METHODS.
NEW STAGING AREA FOR
TRAILERS
k XISTING GRAVEL AREA
II FOR TRAILERS AND
V IDS STORAGE AREA
i
EXISTING UNITED
PARCEL SERVICE
FACILITY
TWO CONNEX CONTAINERS TO IDS FACILITY ADDITION
BE RELOCATED TO THIS FOR CONVEYOR
EXPANSION ONLY
LOCATION FROM IDS
EXPANSION AREA
Ut Sloane Dr
T _S
S1 -' EXISTING EXISTING
' $ DETENTION POND FUELING
STATION
� J
2e1be1 Rd EXISTING TRUCK
-- �_ WASH STATION
OVERALL S ITE MAP
I VICINI'"T"'Y MAP
2
3
w
I
I
I
N
ti
N
oZ
wZ
aCn
�w
0
1
AREA OF
CONSTRUCTION
5
GENERAL NOTES:
1. BEFORE COMMENCING ANY ACTIVITY UNDER OR PERTAINING TO THIS
CONTRACT, THE CONTRACTOR SHALL:
1.1 OBTAIN ALL BUILDING AND CONSTRUCTION PERMITS AS REQUIRED
BY PERTINENT REGULATORY AND GOVERNMENTAL AGENCIES.
1.2 CONTACT THE CITY OF LITTLE ROCK CONSTRUCTION INSPECTION
OFFICE.
1.3 CONTACT UNDERGROUND UTILITIES LOCATING SERVICE.
1.4 NOTIFY UTILITY COMPANIES MAINTAINING UTILITY LINES OR
EASEMENTS WITHIN THE LIMITS OF CONSTRUCTION, OR IN PUBLIC
RIGHT-OF-WAYS ADJACENT TO THE PROJECT.
1.5 BECOME KNOWLEDGEABLE OF EXISTING UTILITIES AND PROTECT
SAME WHERE NECESSARY. THIS SHALL INCLUDE UTILITIES SHOWN
AND NOT SHOWN ON THE PLANS.
2. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DAMAGE TO
EXISTING PUBLIC OR PRIVATE UTILITIES AND SHALL REPAIR, REPLACE, OR
RELOCATE SAME AT NO ADDITIONAL COST TO THE OWNER.
3. THE CONTRACTOR SHALL ACCURATELY LOCATE AND MARK CONSTRUCTION
LIMITS AND PROPERTY LINES, AND SHALL LIMIT ALL CONSTRUCTION
ACTIVITIES TO WHICHEVER APPLICABLE.
4. THE CONTRACTOR AT NO TIME SHALL ENCROACH UPON OR CAUSE
DISRUPTION TO TRAFFIC FLOW ON ADJACENT PUBLIC RIGHT-OF-WAYS
WITHOUT SECURING THE PROPER PERMITS PRIOR TO COMMENCING
OPERATIONS. THE CONTRACTOR SHALL ERECT THE PROPER TRAFFIC
CONTROL DEVICES ACCORDING TO THE LATEST EDITION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND SHALL PROTECT
THE PUBLIC FROM HAZARD OR INJURY BY ERECTING BARRICADES WHERE
APPROPRIATE, I.E., AROUND EXCAVATIONS OR OPERATING EQUIPMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ANY UTILITY
COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF
THE PROJECT BEFORE THE INITIATION OF ANY CONSTRUCTION ON THE
PROJECT OR IN THE STREETS BORDERING THE PROJECT. THE
CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR ANY DAMAGE
INCURRED BY ANY UTILITY COMPANY TO THEIR UTILITY LINES WHETHER
SHOWN ON THE CONSTRUCTION PLANS OR NOT, DURING WORK ON THE
PROJECT.
6. ALL NEWLY CUT AND/OR FILLED AREAS LACKING ADEQUATE VEGETATION
SHALL BE SODDED TO EFFECTIVELY PREVENT SOIL EROSION PER CITY OF
LITTLE ROCK AND STATE REGULATIONS.
7. THE CONTRACTOR MUST HAVE WRITTEN APPROVAL FROM THE CITY
OF LITTLE ROCK AND THE PROJECT ENGINEER BEFORE ANY CHANGE IN DESIGN
IS MADE.
8. FORTY-EIGHT (48) HOURS BEFORE BEGINNING ANY EXCAVATION, THE
CONTRACTOR SHALL CALL ARKANSAS ONE CALL AT 1-800-482-8998
FOR THE LOCATION OF UNDERGROUND UTILITIES.
9. THE CONTRACTOR SHALL NOT ENTER NOR CAUSE DAMAGE TO ANY
ADJACENT PROPERTIES WITHOUT WRITTEN PERMISSION FROM SAID
PROPERTY OWNERS AND UPS.
10. ALL FILL LIFTS SHALL BE COMPACTED PER SPECIFICATIONS AND
GEOTECHNICAL ENGINEERING RECOMMENDATIONS.
11. ALL SITE RELATED CONCRETE UNLESS SPECIFIED OTHERWISE SHALL BE
4,000 PSI (CLASS A LIMESTONE AGGREGATE). CONCRETE WORK ON
BUILDING PAD SHALL BE PER ARCHITECTURAL DRAWINGS AND
SPECIFICATIONS.
12. ANY EXISTING UTILITIES REQUIRING RELOCATION SHALL BE THE
CONTRACTOR'S RESPONSIBILITY.
13. CLEAR AND GRUB ALL AREAS WITHIN THE LIMITS OF CONSTRUCTION.
14. THE CONTRACTOR SHALL AT ALL TIMES EMPLOY ADEQUATE EROSION AND
SEDIMENTATION CONTROL MEASURES TO PREVENT DAMAGE TO THE
PROPERTY, ADJACENT PROPERTIES, PUBLIC RIGHT-OF-WAYS, AND PUBLIC
OR PRIVATE DRAINAGE SYSTEMS.
15. DISTURBED AREAS SHALL BE GRADED TO DRAIN AS INDICATED ON THE
PLANS DURING AND UPON COMPLETION OF CONSTRUCTION. NO DRAINAGE
SHALL BE DAMMED OR TRAPPED UNLESS SPECIFICALLY DIRECTED BY THE
PLANS.
16. ANY FENCING, SIDEWALK, CURB AND GUTTER, OR CURB CUT DAMAGED BY
CONSTRUCTION SHALL BE REPLACED AND RESTORED TO ITS ORIGINAL
CONDITION AT NO ADDITIONAL COST TO THE OWNER.
17. ALL STREETS ADJACENT TO THE SITE SHALL BE KEPT CLEAN DURING
CONSTRUCTION.
18. FIELD STAKING TO BE PROVIDED BY THE CONTRACTOR.
19. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE
REQUIREMENTS.
FLOOD HAZARD STATEMENT:
BY GRAPHIC DETERMINATION, THE SUBJECT PROPERTY IS NOT LOCATED WITHIN THE LIMITS
OF THE 100 YEAR FLOOD PLAIN AS SHOWN ON FEMA \ FIRM MAP NUMBER 0501810127
F, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, EFFECTIVE DATE OF OCTOBER 19,
2001.
THE SUBJECT PROPERTY LIES WITHIN DESIGNATED ZONE X.
5
0
C
B
A
RFvlclnmr.
0
PROJECT #: 21913.00
DATE: 09/12/06
DRAWN BY:
JTM
DESIGNER:
JOT
CHECKED BY:
CLM
0
ry U Lo
ld X00' q m N
cam. q x F cc M
q
U y
m .a ,G w �
to �' r; ry
�0
Ed 00
1~I
m
V
o
11ir 9
,y
O
♦W
V
0
W
co
W
C4
C4 ti
J 0 oa
=
V V
N
V
O 60
Q �
�
O
W L
W
0 J c
W H L0
F- J
Z a
SEAL:
1p,
/!JC
A
SHEET NUMBER:
i
CmIO
DESCRIPTION:
SITE PLAN