HomeMy WebLinkAboutZ-4577-B Map 3D
0
SITE INFO
United Parcel Service
5501 Fourche Dam Pike
Little Rock, AR
ZONING: 1-1
SITE AREA = 44 ACRES (APPROXIMATE AREA)
2
EXISTING UNITED PARCEL SERVICE
PARCEL DISTRIBUTION FACILITY
FFE = 250.67
211,800 S.F. (APPROX.)
4A
0
GRAPHIC SCALE
30 0 15 30 so
4
EXISTING BUILDING AREA = 211,800 S.F. BOLLARDS AT ENTRIES A-501
BUILDING EXPANSION AREA = 5267 SF (2.5% ADDITION) EXISTING CONCRETE
TOTAL BUILDING AREA = 217,067 (11.3% OF TOTAL SITE) BOLLARD TO ( IN FEET )
TEMPORARY COMPACTOR REMAIN (TYP)�
LOCATION ON EXISTING incl = ao ft.
EXISTING MPN DOOR � , \
\\ BUILDING EXPANSIQN M l� POW) ON \ ASRHALT,PROdIDE�\\EOOTPRHVT'{TYP\��__� -- _____�
j A\ ------- ..-------A.- -L
j \te; • '' EXISTING CURB p 1 1
` 11 AND GUTTER TO x�
\. 256.22' REMAIN (TYP) e
IDS BUILDING ADDITION I'I P
5'267 S.F. 1 II XISTING SEWER �I'I
FFE=250.67 MANHOLE x I
II
BUILDING EXPANSION �` ' 14 p OMPACTOR (GREASE TRAP) 6 ��
FOOTPRINT (TYP) To REMAIN �1
8" THICK 12'X50' CONCRETE "xO
EXISTING CONCRETE P I 1
COMPACTOR PAD PAVEMENT TO II x
/
i
,-CrI-""ES-TI I I°1TRiI°
E_MAIN I (
TY�P) 5'5' CONCRETE PAD WITH@4A
T- - - - - -
ExIsrlNc coNCRErE X8.75__ BANDRAID lf
BOLLARD To I ARCHITECTU PAS FOR °
II
6Ib
-oar>I pI
XISTING 6°
REMAIN (TYP) --- ---- ------- 2 DETAILS WATERLINE T
O3 CONCRETE 1 1 b REMAIN (TYP)G-70
GUARDRAIL
APRON
i°
A-501 1 4i 1 1 a I 0 I I I Ix
_---_-----<-
� EXISTING FIRE 1 MISTING 8"
EXISTING '° 1 0 z�5
° \ f WATERLI(E T>
BUILDING _-- _-- _ ° o p l ° I1 HYDRANT TO
\ e - 7 - 1 --'---QII----i ---i -- -- --- -0 III ----II --- I IiQ -- -o Q Lil--- pi' -- --- - Q ------II - G --- REMAIN (TYP) `0 1 REMAIN TYP
FOOTPRINT 1 p °
(TYP)--� p------�
` \\\\\ --- --- -----
�� 4" WIDE YELLOW ° R p ° % '0 1 p ° p �'I VIII@ ° ,a ° 11 e
�\ I STRIPING (TYP) I EXISTING� I �� III P I I
-_ �. STRIPING TO P
° ° ° o °i p REMAIN (TYP) ar to
-
F I-qy
EXISTING I� '
° p I CONCRETE L-°--_��- --I- �I--��-°��_I-� ��-----I-1- -
� Q PAVEMENT TO 4" ---- --\
WIDE YELLOW STRIPING TO MATCH
REMAIN (TYP) EXISTING GRAVEL UPGRADE TO HEAVY 1 SITE TBM I'I 6 I I
° (C7.
EXISTING ALTERNATE 1 BID (TYP) DUTY CONCRETE (ALTERNATE 1) C-4.0 - --- 1� CONNECT EXISTING
° WHITE YARD STAGING NUMBERS HEAVY DUTY CONCRETE (TYP)III P AND PROPOSED
o ° p RELOCATED CONNEX 0 TO MATCH EXISTING -- p C-4.0 x 1 1
J CONTAINER ON r r- 111 1 - P I I FENCING (TYP)
---- ---------- -------I ----- --- ---- - - - -,r-- --
WIDE YELLOW STRIPING TO
- - - - - - - EXISTING ASPHALT. -------------- ------- --- -- -- -- ----------- --I EXISTING EDGE OF
EXISTING STRIPING --- - r -- - MATCH EXISTING -BASE---- BID 1TYPP� ASPHALT (TYP) ------III 6
LINE TO EXISTING --- --.-_ T TOWER WITH FENCING
EXISTING CONCRETE BUILDING EDGE. TO REMAIN (TYP)
PAVEMENT TO REMAIN (TYP) s ocs szs azs s sus szs zs s s as ozs sts sls us sts sls als sls s ms sos eos os sos as os os os os oos II'i� TO REMAIN (TYP)
\\ \ \\\ \\ \�\ \\\ \\ \\\ \\\ \\ \\\ \\♦ \\ \ \ \ \ \\\\ \ \\\\ \\ o .A---�\--
CONNECT EXISTING \ \ \ \\ \ \ \ \ \\ \ \ \ \\ \ \ \\ \ \ \ \ \\ \ \ _\ \ \ \ \ p 4. I L
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ e'
AND PROPOSED
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ p 46.46 '. d r - _
FENCING (TYP)
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TWl POLE
-___________ C
\ \ \ \ \\ \ \ \ \ \ \ \
p � TO .REMAIN
� ONCRETE CURB 10 (TYP)
\ \ \\` \ \\ \\ \ \\\ \ \\ \\ \ \\\ \ \\ \\ • \\ \ \\ \\ \ \\\ l\ \ \ \\ \ \ \\ \ BASE �ID PAVING o 112' AND GUTTER (TYP) C-7.0
oX- -X� -- \
EXISTING EXISTING GRAVEL TO 3' CURB OPENING 9
FENCE TO r
REMAIN (TYP) REMAIN (TYP) + CHAIN LINK FENCE W/ BARBED WIRE (EXISTING GRASS AREA FOR -IX FOR DRAINAGE C-7.0
EXISTING WATERLINE
CONTRACTOR LAY DOWN TO CARWASH
( \ 1' OFF GRAVEL AND CONCRETE -REUSE - w - - w
-w --w--- w-� 6:-17) y10 -w w -----w
TIE INTO EXISTING WATER)
LINE. INSTALL 90' BEND.
Ave
t
4
Dr
VICINITY
MAF3
C) UNDAMAGED EXISTING FABRIC & POLES
AS NEEDED (TYP) TIE INTO EXISTING WATER-
LINE.
ATER-LINE. INSTALL 90' BEND.
X X X X X X X X X X X
W W W W W
-INSTALL 90' BEND. 322 LF OF 4" PVC
C900 WATERLINE.
MATCH EXISTING
BEDDING AND COVER.
CUSTOMER/EMPLOYEE
ENTRANCE ,
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Eta TRUCK E
EXISTING
HOUSE
EXISTING
DETENTION POND
\ 12' GRAVEL .02.E' WIDE
C-4.0 SECTION C-7.0 FEEDER CURB
INSTALL 90' BEND. EDGE OF GRAVEL (TYP) J
CHAIN LINK FENCE
G
W/ BARBED WIRE 1'
OFF GRAVEL AND
CONCRETE (TYP)
FOURCHE DAM PIKE
EXISTING
FUELING
STATION
EXISTING TRUC
WASH STATION
C0��AIMCWTV w l
3
EXISTING UNITED
PARCEL SERVICE
FACILITY
TWO CONNEX CONTAINERS TO
BE RELOCATED TO THIS
LOCATION FROM IDS
EXPANSION AREA
7
BENCHMARK:
SITE TBM: CNC NAIL LOCATED ON THE NE CORNER OF THEM',
MAIN PARKING ROW.
ELEVATION: = 249.44
CONTOUR INTERVAL = 1 FOOT
CONTOURS ARE DERIVED FROM RANDOM SPOT SHOTS
OBTAINFD RY TOTAI STATION SLJRVFY MFTHOOS-
NEW STAGING AREA FOR
TRAILERS
,,-EXISTING GRAVEL AREA
FOR TRAILERS AND
IDS STORAGE AREA
I
SITE MAPIV NA
IDS FACILITY ADDITION
FOR CONVEYOR
EXPANSION ONLY
4
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 UES WITHIN DESIGNATED ZONE X.
5
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EXISTING CONCRETE
BUILDING EXPANSION
GRAVEL BUFFER AREA (BASE BID)
a d
CONCRETE PAVING (BASE BID)
CONCRETE PAVING (ALTERNATE 1)
EXISTING GRAVEL TO REMAIN
CUSTOMER/EMPLOYEE
ENTRANCE ,
Q�
0 P�
Eta TRUCK E
EXISTING
HOUSE
EXISTING
DETENTION POND
\ 12' GRAVEL .02.E' WIDE
C-4.0 SECTION C-7.0 FEEDER CURB
INSTALL 90' BEND. EDGE OF GRAVEL (TYP) J
CHAIN LINK FENCE
G
W/ BARBED WIRE 1'
OFF GRAVEL AND
CONCRETE (TYP)
FOURCHE DAM PIKE
EXISTING
FUELING
STATION
EXISTING TRUC
WASH STATION
C0��AIMCWTV w l
3
EXISTING UNITED
PARCEL SERVICE
FACILITY
TWO CONNEX CONTAINERS TO
BE RELOCATED TO THIS
LOCATION FROM IDS
EXPANSION AREA
7
BENCHMARK:
SITE TBM: CNC NAIL LOCATED ON THE NE CORNER OF THEM',
MAIN PARKING ROW.
ELEVATION: = 249.44
CONTOUR INTERVAL = 1 FOOT
CONTOURS ARE DERIVED FROM RANDOM SPOT SHOTS
OBTAINFD RY TOTAI STATION SLJRVFY MFTHOOS-
NEW STAGING AREA FOR
TRAILERS
,,-EXISTING GRAVEL AREA
FOR TRAILERS AND
IDS STORAGE AREA
I
SITE MAPIV NA
IDS FACILITY ADDITION
FOR CONVEYOR
EXPANSION ONLY
4
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 UES WITHIN DESIGNATED ZONE X.
5
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PROJECT #: 21913.00
DATE: 09/12/06
DRAWN BY: STM
DESIGNER: JDT
CHECKED BY: GLM
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SEAL:
SHEET NUMBER:
2.0
DESCRIPTION:
SITE PLAN