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Home My WebLink AboutZ-4577-B Map 1D C B A United Parcel Service 5501 Fourche Dam Pike Little Rock, AR ZONING: 1-1 SITE AREA = 44 ACRES (APPROXIMATE AREA) EXISTING BUILDING AREA = 211,800 S.F. BUILDING EXPANSION AREA = 5267 SF (2.5% ADDITION) TOTAL BUILDING AREA = 217,067 (11.3% OF TOTAL SITE) ? 3 4 5 EXISTING UNITED PARCEL SERVICE PARCEL DISTRIBUTION FACILITY FFE = 250.67 211,800 S.F. (APPROX.) 0 GRAPHIC SCALE 30 0 16 30 60 BOLLARDS AT ENTRIES, SEE ARCHITECTURAL PLANS FOR EXISTING CONCRETE ' DETAILS (TYP) BOLLARD TO ( IN FEET ) TEMPORARY COMPACTOR REMAIN (TYP) i inch = 30 ft. EXISTING MAN DOOR LOCATION ON EXISTING ASPHALT ' . ,\ �\ \\ BUILDING EXPANSION\\ ��\\�X�� J P FOOTPRINT (TYP) ��\\�\�\�\\� i ;I b III - ----- -- ------------- ---- -=-----Y----== ~----------=-Y--------- --------1 --'I EXISTING CURB p AND GUTTER TO x 256.22' REMAIN (TYP) 6 Ix __ II IDS BUILDING ADDITION 5,267 S.F. (0 XISTING SEWER ��); x FFE=250.67 14' ° L MANHOLE BUILDING EXPANSIONTGR ASE TRAP) FOOTPRINT TYP 8" THICK CONCRETE I (TYP) EXISTING CONCRETE P 'III I COMPACTOR PAD PAVEMENT TO h b COMPACTOR REMAIN (TYP) -------I��1--sr-a--r---r-T--T- 78.i5 �1 �6 EXISTING CONCRETE 78.75 A�, ° ° P ° 41° BOLLARD TO p ° I p l pi I ° I I I ° I I 1 1 t- I o 1 1 o XIST NG 6" REMAIN (TYP) I .----- - 3' CONCRETE �°\ p � I 1 I I ' „�I I I" WATERLINE TO APRON p ��I pi p ° a 11 �i p I REMAIN (TYP) t GUARDRAIL, SEE I P of I " II ARCHITECTURAL PLANS ' - �° I p1 0 1 I X11 p -- - �v� o ° ;III EXISTING FIRE /EXISTING 8° ao ° p �I_s WATERLINE TO L��----I--------------- ��I------`----------I-- -----I -- -=-----'---- G _ HYDRANT TO � �� ° 11 i° -Y 1 REMAIN (TYP) I REMAIN (TYP) FOR DETAILS rn pI o A I P d -- \�\\ji - y 4 WIDE WHITE q aQ i STRIPING (TYP) L I-� 7 I I I 4 1 I I I � I I I � I I I 1 I 14 I -EXISTING X `- `I _ STRIPING TO a ago -----=------------- ------- �� - ------------ i�IREMAIN (TYP)--------�� -Y EXISTING CONCRETE L- EXISTING --1--- �- _ I- I p BUILDING PAVEMENT TO SITE TBM6 ° FOOTPRINT REMAIN (TYP) 4" WIDE WHITE STRIPING - -_ --1, 1 0 5 (TYP)ALTERNATE 1 BID (TYP) il 4" WIDE WHITE IIrCONNECT EXISTING If I STRIPING BASE - \I AND PROPOSED X ° --------- -- -- -r-- --- - - --- -- - p FENCING --- P II (TYP) L CRETE - - - - 6 //''��' __----------------------- --- -I IXISTING EDGE OF I I I I EXISTING ST(IPI)r-- ----- --L------ ------- -- r ASPHALT (TYP) III x �� EXISTING CON TO REMAIN TYP _ _ PAVEMENT TO REMAIN (TYP) CONNECT EXISTING Ix -- �O - - AND PROPOSED `\` �` ` \`� `\• �` ` \�� `\• �` ` \�` `•\ `�` • \�` \` \ �` �\ \ �` 4 N6 14� 46 , r - - ° �j12° I 6 ` - FENCING (TYP) \\ \\ \ \\ \\ \\ \ �\ ` \ �\ \ ` \ � ° DJTY COt�YCRETE/ \ \ � \ \ \ . \` `� \ , \` � � � � ` \ . � • \� � \� \� ��-FLEA � 1 �\\\\ \\\\\\ \\\ \\\\\\\ \\\ \\ \\ \ .�`�� \ BASEI PID ,PAVING �. (fjp) Q X - - X� - - X - - - �\ �\ �� \ \ �\ `� �\ p (B SE B,D) TILITY POLE o TOWER WITH TO REMAIN + N ' FENCING TO (TYP) EXISTING EXISTING GRAVEL TO REMAIN TYP FENCE TO + ,: _ (TYP) REMAIN (TYP) REMAIN (TYP) X42, 12' GRAVEL 2.5' WIDE FEEDE SECTION CHAIN LINK FENCE+ CURB (TYP) BENCHMARK: W/ BARBED WIRE �+ EDGE OF GRAVEL (TYP) SITE TBM: CNC NAIL LOCATED ON THE NE CORNER OF THE 1' OFF GRAVEL CHAIN LINK FENCE MAIN PARKING ROW. AND CONCRETE -242'X40' = 249.44 (TYP)242 X40 GRAVEL W/ BARBED WIRE I - STAGING AREA 1' OFF GRAVEL CONTOUR INTERVAL = 1 FOOT VIC]CNI7Y MAP _ EXISTING CONCRETE BUILDING EXPANSION GRAVEL STAGING AREA a a CONCRETE PAVING -BASE BID CONCRETE PAVING -ALTERNATE EXISTING GRAVEL TO REMAIN 2 AND CONCRETE (TYP) FOURCHE DAM PIKE CUSTOMER/EMPLOYEE ENTRANCE q. Ci TRUCK E EXISTING HOUSE EXISTING DETENTION POND EXISTING FUELING STATION EXISTING TRU( WASH STATION O V1ERAL,L 3 EXISTING UNITED PARCEL SERVICE FACILITY CONTOURS ARE DERIVED FROM RANDOM SPOT SHOTS OBTAINED BY TOTAL STATION SURVEY METHODS. TWO CONNEX CONTAINERS TO BE RELOCATED TO THIS LOCATION FROM IDS EXPANSION AREA SITE MAP AREA OF CONSTRUCTION NEW STAGING AREA FOR TRAILERS EXISTING GRAVEL AREA FOR TRAILERS AND IDS STORAGE AREA IDS FACILITY ADDITION FOR CONVEYOR EXPANSION ONLY 4 I 1 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 PROFERTY, 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 SHAL_ 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 CONEiTION 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. r -.0 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 D B A onnclnuc. MMMOMORIIIIIIIII PROJECT g: 21913.00 DATE: 08/31/06 DRAWN BY: JTM DESIGNER: JDT CHECKED BY. CLM � a LO q q cc cc 0° q cro X U c°. W,,' X E 0 0 CD N a m a �t- a m r� U F' t`G' z m W w�ryy 1..1 V0 a as" ®til O MOLL 0 /W� V W Q YN ca ati J oQ V W �C O v0 Q0 0. w L LU 0 .j VON O � W H n� I- J Z a. SEAL: SHEET NUMBER: Cm2nO DESCRIPTION: SITE PLAN - BUILDING ADDITION