Pembroke_Pines_City_Center_Loading_Dock_Mod.pdf
PDF 2 MB Posted
- Solicitation number
- RE-25-04
- Issued by
- Broward County, Florida
About this file
The provided document is a set of engineering plans and specifications for the Loading Dock Modification project for the City of Pembroke Pines, located at 601 City Center Way in Pembroke Pines, Florida. The project involves a comprehensive modification of the existing loading dock, including demolition, paving, grading, and drainage improvements. The plan set, prepared by Flynn Engineering, consists of four sheets: a demolition plan (D1), a paving, grading, and drainage plan (C1), paving and drainage details (C2), and general notes and specifications (C3).
The project scope includes removing existing site features, regrading the loading dock area to create a flat surface compatible with standard truck access, and implementing necessary infrastructure modifications. The plans detail specific requirements for pavement construction, including layers of stabilized subgrade, limestone base, and asphalt surface. The documentation provides comprehensive technical specifications, including compaction requirements, material specifications, and standard road details. The project appears to be funded by the City of Pembroke Pines and is designed to improve the operational efficiency of the Charles F. Dodge City Center's loading dock facility.
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Text version
LOADING DOCK MODIFICATION
601 CITY CENTER WAY, PEMBROKE PINES
NORTH
AS NOTED DRS
DRS
JAB
24-1848.00
SHEET INDEX
D1 DEMOLITION PLAN
C1 PAVING, GRADING, AND DRAINAGE PLAN
C2 PAVING, GRADING, AND DRAINAGE DETAILS
C3 GENERAL NOTES AND SPECIFICATIONS
02/21/2024
LOCATION MAP
N.T.S.
Prepared for: CITY OF PEMBROKE PINES
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AutoCAD SHX Text 241 COMMERCIAL BLVD., LAUDERDALE-BY-THE-SEA, FL 33308 PHONE:(954) 522-1004 | WWW.FLYNNENGINEERING.COM EB# 6578
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PEMBROKE RD
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PINES BLVD
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PALM AVE
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S HIATUS RD
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WASHINGTON ST
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SW 103RD AVE
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SW CITY CTR BLVD
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CITY CTR BLVD
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SITE
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EDGE-OF-PAVEMENT
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CONCRETE
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PADS
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CONCRETE SIDEWALK
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GRASS
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CONCRETE
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6' CLF
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6' CLF
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PAD
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6" CURB
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GRASS
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EDGE-OF-PAVEMENT
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A\C CHILLER UNIT COMPOUND
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NOT ACCESSIBLE - NO LOCATION WITHIN FENCED AREA
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6' CLF ON WALL
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GATE
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CONCRETE WALL
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HANDRAIL ON WALL
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CONCRETE
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GARAGE DOOR
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DRAIN STRIP
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42.5' (TOTAL)
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ASPHALT PAVMENT
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ASPHALT PAVMENT
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EDGE-OF-CONCRETE
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PAVEMENT STRIPING
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PAVEMENT STRIPING
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PAVEMENT STRIPING
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MULTI-STORY CBS BUILDING
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FINISH FLOOR EL.=6.13'
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ASPHALT PAVEMENT
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ASPHALT PAVEMENT
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MULTI-STORY CBS BUILDING
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FINISH FLOOR EL.=6.13'
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AutoCAD SHX Text TOP OF WALL TO BE SAWCUT AND REMOVED TO MATCH FLUSH WITH ADJACENT EXISTING AND PROPOSED PAVEMENT ELEVATIONS
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EXISTING HANDRAIL TO BE REMOVED
AutoCAD SHX Text EXISTING TRENCH DRAIN AND SUMP PUMP TO BE REMOVED, FIELD LOCATE AND REMOVE EXISTING EFFLUENT PIPE, PLUG PIPE AT EDGE OF NEW ASPHALT.
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EXISTING ELECTRICAL SYSTEMS TO BE REMOVED
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EXISTING BOLLARD TO BE REMOVED
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EXISTING CONCRETE SLAB TO BE REMOVED
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SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
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IT'S THE LAW!
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GRADING SHOWN UTILIZES N.A.V.D. 88
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SEAL
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AutoCAD SHX Text 241 COMMERCIAL BLVD., LAUDERDALE-BY-THE-SEA, FL 33308 PHONE:(954) 522-1004 | WWW.FLYNNENGINEERING.COM EB# 6578
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SAMPLE POINT
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EXIST. UTILITY LINE TO BE
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EXIST. WATER MAIN
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ABANDONED IN PLACE
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PROPOSED CATCH BASIN
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DIRECTION OF SURFACE DRAINAGE
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EDGE OF PROPOSED PAVEMENT
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SANITARY FORCE MAIN
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DIRECTIONAL FLOW ARROW
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BACKFLOW PREVENTOR
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CHECK VALVE ON DOWNSTREAM SIDE
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DOUBLE DETECTOR CHECK W/ WAFER
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FM
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FIRE HYDRANT
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CLEANOUT
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(ASPHALT)
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AND GRAVITY SEWER
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THE EXISTING BASE MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND THE EXISTING BASE MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND EXISTING BASE MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND EXISTING BASE MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND BASE MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND BASE MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND MATERIAL REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND REMOVED BY DEMOLITION WORK MAY BE STOCK PILED AND BY DEMOLITION WORK MAY BE STOCK PILED AND BY DEMOLITION WORK MAY BE STOCK PILED AND DEMOLITION WORK MAY BE STOCK PILED AND DEMOLITION WORK MAY BE STOCK PILED AND WORK MAY BE STOCK PILED AND WORK MAY BE STOCK PILED AND MAY BE STOCK PILED AND MAY BE STOCK PILED AND BE STOCK PILED AND BE STOCK PILED AND STOCK PILED AND STOCK PILED AND PILED AND PILED AND AND AND REUSED AS BASE AND SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL AS BASE AND SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL AS BASE AND SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL BASE AND SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL BASE AND SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL AND SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL AND SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL SUBBASE MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL MATERIAL. APPROVAL OF STOCK PILED BASE MATERIAL APPROVAL OF STOCK PILED BASE MATERIAL APPROVAL OF STOCK PILED BASE MATERIAL OF STOCK PILED BASE MATERIAL OF STOCK PILED BASE MATERIAL STOCK PILED BASE MATERIAL STOCK PILED BASE MATERIAL PILED BASE MATERIAL PILED BASE MATERIAL BASE MATERIAL BASE MATERIAL MATERIAL MATERIAL FOR REUSE WILL BE PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, REUSE WILL BE PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, REUSE WILL BE PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, WILL BE PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, WILL BE PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, BE PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, BE PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, PER FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, FIELD EXAMINATION BY THE OWNER, THE TESTING LABORATORY, EXAMINATION BY THE OWNER, THE TESTING LABORATORY, EXAMINATION BY THE OWNER, THE TESTING LABORATORY, BY THE OWNER, THE TESTING LABORATORY, BY THE OWNER, THE TESTING LABORATORY, THE OWNER, THE TESTING LABORATORY, THE OWNER, THE TESTING LABORATORY, OWNER, THE TESTING LABORATORY, OWNER, THE TESTING LABORATORY, THE TESTING LABORATORY, THE TESTING LABORATORY, TESTING LABORATORY, TESTING LABORATORY, LABORATORY, LABORATORY, AND THE ENGINEER OF RECORD. 2. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT STRUCTURE BASED UPON FINAL CONTRACTOR SHALL REMOVE EXISTING PAVEMENT STRUCTURE BASED UPON FINAL FINISHED SURFACE (GRASS OR PAVEMENT) AS REQUIRED PER THE FOLLOWING PROPOSED IMPROVEMENTS: PAVEMENT: REMOVE ASPHALT/ CONCRETE SURFACE ONLY GRASS: REMOVE ASPHALT AND ROCK BASE AND REGRADE AS REQUIRED PER PLAN. 3. ALL EXISTING UNDERGROUND UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH ALL EXISTING UNDERGROUND UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH EXISTING UNDERGROUND UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH EXISTING UNDERGROUND UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH UNDERGROUND UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH UNDERGROUND UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH UTILITIES AND STORM DRAINAGE STRUCTURES, (CATCH AND STORM DRAINAGE STRUCTURES, (CATCH AND STORM DRAINAGE STRUCTURES, (CATCH STORM DRAINAGE STRUCTURES, (CATCH STORM DRAINAGE STRUCTURES, (CATCH DRAINAGE STRUCTURES, (CATCH DRAINAGE STRUCTURES, (CATCH STRUCTURES, (CATCH STRUCTURES, (CATCH (CATCH (CATCH BASINS AND DRAINAGE PIPES, ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES AND DRAINAGE PIPES, ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES AND DRAINAGE PIPES, ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES DRAINAGE PIPES, ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES DRAINAGE PIPES, ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES PIPES, ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES PIPES, ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES ELECT. LINES, ETC.) AND ASSOCIATED APPURTENANCES LINES, ETC.) AND ASSOCIATED APPURTENANCES LINES, ETC.) AND ASSOCIATED APPURTENANCES ETC.) AND ASSOCIATED APPURTENANCES ETC.) AND ASSOCIATED APPURTENANCES AND ASSOCIATED APPURTENANCES AND ASSOCIATED APPURTENANCES ASSOCIATED APPURTENANCES ASSOCIATED APPURTENANCES APPURTENANCES APPURTENANCES WITHIN LIMITS OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED ON LIMITS OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED ON LIMITS OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED ON OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED ON OF CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED ON CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED ON CONSTRUCTION SHALL BE REMOVED UNLESS OTHERWISE NOTED ON SHALL BE REMOVED UNLESS OTHERWISE NOTED ON SHALL BE REMOVED UNLESS OTHERWISE NOTED ON BE REMOVED UNLESS OTHERWISE NOTED ON BE REMOVED UNLESS OTHERWISE NOTED ON REMOVED UNLESS OTHERWISE NOTED ON REMOVED UNLESS OTHERWISE NOTED ON UNLESS OTHERWISE NOTED ON UNLESS OTHERWISE NOTED ON OTHERWISE NOTED ON OTHERWISE NOTED ON NOTED ON NOTED ON ON ON PLANS. ALL WATER AND SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW ALL WATER AND SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW ALL WATER AND SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW WATER AND SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW WATER AND SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW AND SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW AND SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW SANITARY SEWER PIPES SHALL BE REMOVED TO 36" BELOW SEWER PIPES SHALL BE REMOVED TO 36" BELOW SEWER PIPES SHALL BE REMOVED TO 36" BELOW PIPES SHALL BE REMOVED TO 36" BELOW PIPES SHALL BE REMOVED TO 36" BELOW SHALL BE REMOVED TO 36" BELOW SHALL BE REMOVED TO 36" BELOW BE REMOVED TO 36" BELOW BE REMOVED TO 36" BELOW REMOVED TO 36" BELOW REMOVED TO 36" BELOW TO 36" BELOW TO 36" BELOW 36" BELOW 36" BELOW BELOW BELOW FINISHED GRADE AND PERMANENTLY CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID GRADE AND PERMANENTLY CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID GRADE AND PERMANENTLY CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID AND PERMANENTLY CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID AND PERMANENTLY CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID PERMANENTLY CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID PERMANENTLY CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID CAPPED. IF ANY CRACKS OR BREAKS OCCUR IN SAID IF ANY CRACKS OR BREAKS OCCUR IN SAID IF ANY CRACKS OR BREAKS OCCUR IN SAID ANY CRACKS OR BREAKS OCCUR IN SAID ANY CRACKS OR BREAKS OCCUR IN SAID CRACKS OR BREAKS OCCUR IN SAID CRACKS OR BREAKS OCCUR IN SAID OR BREAKS OCCUR IN SAID OR BREAKS OCCUR IN SAID BREAKS OCCUR IN SAID BREAKS OCCUR IN SAID OCCUR IN SAID OCCUR IN SAID IN SAID IN SAID SAID SAID LINES AND PIPES THE CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN AND PIPES THE CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN AND PIPES THE CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN PIPES THE CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN PIPES THE CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN THE CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN THE CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN CONTRACTOR SHALL REMOVE THESE SECTIONS FULLY AND THEN SHALL REMOVE THESE SECTIONS FULLY AND THEN SHALL REMOVE THESE SECTIONS FULLY AND THEN REMOVE THESE SECTIONS FULLY AND THEN REMOVE THESE SECTIONS FULLY AND THEN THESE SECTIONS FULLY AND THEN THESE SECTIONS FULLY AND THEN SECTIONS FULLY AND THEN SECTIONS FULLY AND THEN FULLY AND THEN FULLY AND THEN AND THEN AND THEN THEN THEN CAP SAID PIPES 36" BELOW FINISH GRADE. 4. THE CONTRACTOR SHALL SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF THE CONTRACTOR SHALL SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF CONTRACTOR SHALL SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF CONTRACTOR SHALL SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF SHALL SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF SHALL SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF SAWCUT ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF ALONG A NEAT STRAIGHT LINE AT ALL POINTS OF A NEAT STRAIGHT LINE AT ALL POINTS OF A NEAT STRAIGHT LINE AT ALL POINTS OF NEAT STRAIGHT LINE AT ALL POINTS OF NEAT STRAIGHT LINE AT ALL POINTS OF STRAIGHT LINE AT ALL POINTS OF STRAIGHT LINE AT ALL POINTS OF LINE AT ALL POINTS OF LINE AT ALL POINTS OF AT ALL POINTS OF AT ALL POINTS OF ALL POINTS OF ALL POINTS OF POINTS OF POINTS OF OF OF CONNECTION WITH EXISTING PAVEMENT TO REMAIN. 5. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG ERECT AND MAINTAIN TEMPORARY BARRIERS ALONG AND MAINTAIN TEMPORARY BARRIERS ALONG AND MAINTAIN TEMPORARY BARRIERS ALONG MAINTAIN TEMPORARY BARRIERS ALONG MAINTAIN TEMPORARY BARRIERS ALONG TEMPORARY BARRIERS ALONG TEMPORARY BARRIERS ALONG BARRIERS ALONG BARRIERS ALONG ALONG ALONG DEMOLITION AREAS AND MAINTAIN IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF AREAS AND MAINTAIN IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF AREAS AND MAINTAIN IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF AND MAINTAIN IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF AND MAINTAIN IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF MAINTAIN IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF MAINTAIN IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF IN PLACE A F.D.O.T. APPROVED MAINTENANCE OF PLACE A F.D.O.T. APPROVED MAINTENANCE OF PLACE A F.D.O.T. APPROVED MAINTENANCE OF A F.D.O.T. APPROVED MAINTENANCE OF A F.D.O.T. APPROVED MAINTENANCE OF F.D.O.T. APPROVED MAINTENANCE OF F.D.O.T. APPROVED MAINTENANCE OF APPROVED MAINTENANCE OF APPROVED MAINTENANCE OF MAINTENANCE OF MAINTENANCE OF OF OF TRAFFIC PLAN. 6. ALL ON-SITE ABOVE AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK ALL ON-SITE ABOVE AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK ON-SITE ABOVE AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK ON-SITE ABOVE AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK ABOVE AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK ABOVE AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK AND BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK BELOW GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK GROUND ITEMS (INCLUDING BILLBOARDS, CHAIN LINK ITEMS (INCLUDING BILLBOARDS, CHAIN LINK ITEMS (INCLUDING BILLBOARDS, CHAIN LINK (INCLUDING BILLBOARDS, CHAIN LINK (INCLUDING BILLBOARDS, CHAIN LINK BILLBOARDS, CHAIN LINK BILLBOARDS, CHAIN LINK CHAIN LINK CHAIN LINK LINK LINK FENCE, CBS WALLS, BOLLARDS, SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY CBS WALLS, BOLLARDS, SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY CBS WALLS, BOLLARDS, SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY WALLS, BOLLARDS, SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY WALLS, BOLLARDS, SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY BOLLARDS, SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY BOLLARDS, SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY SIGNS, LIGHT POLES, ETC.) SHALL BE REMOVED BY LIGHT POLES, ETC.) SHALL BE REMOVED BY LIGHT POLES, ETC.) SHALL BE REMOVED BY POLES, ETC.) SHALL BE REMOVED BY POLES, ETC.) SHALL BE REMOVED BY ETC.) SHALL BE REMOVED BY ETC.) SHALL BE REMOVED BY SHALL BE REMOVED BY SHALL BE REMOVED BY BE REMOVED BY BE REMOVED BY REMOVED BY REMOVED BY BY BY CONTRACTOR WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED TO REMAIN. 7. ALL UTILITY COMPANIES (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS ALL UTILITY COMPANIES (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS UTILITY COMPANIES (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS UTILITY COMPANIES (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS COMPANIES (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS COMPANIES (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS (FP&L, BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS BELL SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS SOUTH, GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS GAS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS CO.,ETC.) SHALL BE NOTIFIED 2 WEEKS SHALL BE NOTIFIED 2 WEEKS SHALL BE NOTIFIED 2 WEEKS BE NOTIFIED 2 WEEKS BE NOTIFIED 2 WEEKS NOTIFIED 2 WEEKS NOTIFIED 2 WEEKS 2 WEEKS 2 WEEKS WEEKS WEEKS PRIOR TO BEGINNING OF DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE TO BEGINNING OF DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE TO BEGINNING OF DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE BEGINNING OF DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE BEGINNING OF DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE OF DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE OF DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE DEMOLITION FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE FOR REMOVAL AND/OR DISCONNECTION OF ON-SITE REMOVAL AND/OR DISCONNECTION OF ON-SITE REMOVAL AND/OR DISCONNECTION OF ON-SITE AND/OR DISCONNECTION OF ON-SITE AND/OR DISCONNECTION OF ON-SITE DISCONNECTION OF ON-SITE DISCONNECTION OF ON-SITE OF ON-SITE OF ON-SITE ON-SITE ON-SITE SERVICE LINES/ POLES. ANY REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED LINES/ POLES. ANY REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED LINES/ POLES. ANY REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED POLES. ANY REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED POLES. ANY REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED ANY REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED ANY REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED REMNANTS LEFT BY UTILITY COMPANIES SHALL BE REMOVED LEFT BY UTILITY COMPANIES SHALL BE REMOVED LEFT BY UTILITY COMPANIES SHALL BE REMOVED BY UTILITY COMPANIES SHALL BE REMOVED BY UTILITY COMPANIES SHALL BE REMOVED UTILITY COMPANIES SHALL BE REMOVED UTILITY COMPANIES SHALL BE REMOVED COMPANIES SHALL BE REMOVED COMPANIES SHALL BE REMOVED SHALL BE REMOVED SHALL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED BY CONTRACTOR. 8. PRIOR TO DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER PRIOR TO DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER TO DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER TO DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER DEMOLITION, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPAL WATER SHALL NOTIFY THE GOVERNING MUNICIPAL WATER SHALL NOTIFY THE GOVERNING MUNICIPAL WATER NOTIFY THE GOVERNING MUNICIPAL WATER NOTIFY THE GOVERNING MUNICIPAL WATER THE GOVERNING MUNICIPAL WATER THE GOVERNING MUNICIPAL WATER GOVERNING MUNICIPAL WATER GOVERNING MUNICIPAL WATER MUNICIPAL WATER MUNICIPAL WATER WATER WATER UTILITY DEPT. FOR REMOVAL OF ANY WATER METERS. 9. ALL DEMOLITION DEBRIS NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES ALL DEMOLITION DEBRIS NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES DEMOLITION DEBRIS NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES DEMOLITION DEBRIS NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES DEBRIS NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES DEBRIS NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES NOT OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES OTHERWISE NOTED ON THE PLANS OR IN THESE NOTES NOTED ON THE PLANS OR IN THESE NOTES NOTED ON THE PLANS OR IN THESE NOTES ON THE PLANS OR IN THESE NOTES ON THE PLANS OR IN THESE NOTES THE PLANS OR IN THESE NOTES THE PLANS OR IN THESE NOTES PLANS OR IN THESE NOTES PLANS OR IN THESE NOTES OR IN THESE NOTES OR IN THESE NOTES IN THESE NOTES IN THESE NOTES THESE NOTES THESE NOTES NOTES NOTES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE THE CONTRACTOR AND SHALL BE REMOVED FROM THE THE CONTRACTOR AND SHALL BE REMOVED FROM THE CONTRACTOR AND SHALL BE REMOVED FROM THE CONTRACTOR AND SHALL BE REMOVED FROM THE AND SHALL BE REMOVED FROM THE AND SHALL BE REMOVED FROM THE SHALL BE REMOVED FROM THE SHALL BE REMOVED FROM THE BE REMOVED FROM THE BE REMOVED FROM THE REMOVED FROM THE REMOVED FROM THE FROM THE FROM THE THE THE SITE IN ACCORDANCE WITH THE GOVERNING MUNICIPALITY REQUIREMENTS. 10. SEE TREE DISPOSITION PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE SEE TREE DISPOSITION PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE TREE DISPOSITION PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE TREE DISPOSITION PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE DISPOSITION PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE DISPOSITION PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE PLANS BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE BY LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE LANDSCAPE ARCHITECT FOR ALL EXISTING ONSITE ARCHITECT FOR ALL EXISTING ONSITE ARCHITECT FOR ALL EXISTING ONSITE FOR ALL EXISTING ONSITE FOR ALL EXISTING ONSITE ALL EXISTING ONSITE ALL EXISTING ONSITE EXISTING ONSITE EXISTING ONSITE ONSITE ONSITE TREES/ BUSHES TO BE REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL BUSHES TO BE REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL BUSHES TO BE REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL TO BE REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL TO BE REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL BE REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL BE REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL REMOVED, RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL RELOCATED, OR DEMOLISHED. ALL SOD AND TOP SOIL OR DEMOLISHED. ALL SOD AND TOP SOIL OR DEMOLISHED. ALL SOD AND TOP SOIL DEMOLISHED. ALL SOD AND TOP SOIL DEMOLISHED. ALL SOD AND TOP SOIL ALL SOD AND TOP SOIL ALL SOD AND TOP SOIL ALL SOD AND TOP SOIL SOD AND TOP SOIL SOD AND TOP SOIL AND TOP SOIL AND TOP SOIL TOP SOIL TOP SOIL SOIL SOIL SHALL BE STRIPPED SO SUBGRADE AND BASE ROCK CAN BE ADDED. 11. CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY DRAINAGE REQUIRED DURING CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY DRAINAGE REQUIRED DURING IS RESPONSIBLE FOR ANY TEMPORARY DRAINAGE REQUIRED DURING IS RESPONSIBLE FOR ANY TEMPORARY DRAINAGE REQUIRED DURING RESPONSIBLE FOR ANY TEMPORARY DRAINAGE REQUIRED DURING RESPONSIBLE FOR ANY TEMPORARY DRAINAGE REQUIRED DURING FOR ANY TEMPORARY DRAINAGE REQUIRED DURING FOR ANY TEMPORARY DRAINAGE REQUIRED DURING ANY TEMPORARY DRAINAGE REQUIRED DURING ANY TEMPORARY DRAINAGE REQUIRED DURING TEMPORARY DRAINAGE REQUIRED DURING TEMPORARY DRAINAGE REQUIRED DURING DRAINAGE REQUIRED DURING DRAINAGE REQUIRED DURING REQUIRED DURING REQUIRED DURING DURING DURING CONSTRUCTION 12. RELOCATION/REMOVAL OF ELECTRICAL POLES & OVERHEAD WIRES TO BE COORDINATED RELOCATION/REMOVAL OF ELECTRICAL POLES & OVERHEAD WIRES TO BE COORDINATED RELOCATION/REMOVAL OF ELECTRICAL POLES & OVERHEAD WIRES TO BE COORDINATED OF ELECTRICAL POLES & OVERHEAD WIRES TO BE COORDINATED OF ELECTRICAL POLES & OVERHEAD WIRES TO BE COORDINATED ELECTRICAL POLES & OVERHEAD WIRES TO BE COORDINATED ELECTRICAL POLES & OVERHEAD WIRES TO BE COORDINATED POLES & OVERHEAD WIRES TO BE COORDINATED POLES & OVERHEAD WIRES TO BE COORDINATED & OVERHEAD WIRES TO BE COORDINATED & OVERHEAD WIRES TO BE COORDINATED OVERHEAD WIRES TO BE COORDINATED OVERHEAD WIRES TO BE COORDINATED WIRES TO BE COORDINATED WIRES TO BE COORDINATED TO BE COORDINATED TO BE COORDINATED BE COORDINATED BE COORDINATED COORDINATED COORDINATED W/ BROWARD COUNTY TRAFFIC ENGINEERING DEPT. & FP&L AS REQUIRED. 13. ON-SITE UNDERGROUND WATER AND SEWER MAINS SHALL BE REMOVED COMPLETELY ON-SITE UNDERGROUND WATER AND SEWER MAINS SHALL BE REMOVED COMPLETELY UNDERGROUND WATER AND SEWER MAINS SHALL BE REMOVED COMPLETELY UNDERGROUND WATER AND SEWER MAINS SHALL BE REMOVED COMPLETELY WATER AND SEWER MAINS SHALL BE REMOVED COMPLETELY WATER AND SEWER MAINS SHALL BE REMOVED COMPLETELY AND SEWER MAINS SHALL BE REMOVED COMPLETELY AND SEWER MAINS SHALL BE REMOVED COMPLETELY SEWER MAINS SHALL BE REMOVED COMPLETELY SEWER MAINS SHALL BE REMOVED COMPLETELY MAINS SHALL BE REMOVED COMPLETELY MAINS SHALL BE REMOVED COMPLETELY SHALL BE REMOVED COMPLETELY SHALL BE REMOVED COMPLETELY BE REMOVED COMPLETELY BE REMOVED COMPLETELY REMOVED COMPLETELY REMOVED COMPLETELY COMPLETELY COMPLETELY WHEN UNDER NEW FOUNDATIONS. 14. BACKFILL FOR ANY VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS BACKFILL FOR ANY VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS FOR ANY VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS FOR ANY VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS ANY VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS ANY VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS VOIDS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS LEFT BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS BY REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS REMOVAL OF UNDERGROUND UTILITIES SHALL BE AS OF UNDERGROUND UTILITIES SHALL BE AS OF UNDERGROUND UTILITIES SHALL BE AS UNDERGROUND UTILITIES SHALL BE AS UNDERGROUND UTILITIES SHALL BE AS UTILITIES SHALL BE AS UTILITIES SHALL BE AS SHALL BE AS SHALL BE AS BE AS BE AS AS AS NOTED BY GEOTECHNICAL ENGINEER RECOMMENDATIONS FOR SUCH BACKFILL 15. PRESSURE TESTING AND CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & PRESSURE TESTING AND CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & TESTING AND CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & TESTING AND CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & AND CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & AND CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & CERTIFICATION SHALL FOLLOW THE CITY OF FT. LAUDERDALE & SHALL FOLLOW THE CITY OF FT. LAUDERDALE & SHALL FOLLOW THE CITY OF FT. LAUDERDALE & FOLLOW THE CITY OF FT. LAUDERDALE & FOLLOW THE CITY OF FT. LAUDERDALE & THE CITY OF FT. LAUDERDALE & THE CITY OF FT. LAUDERDALE & CITY OF FT. LAUDERDALE & CITY OF FT. LAUDERDALE & OF FT. LAUDERDALE & OF FT. LAUDERDALE & FT. LAUDERDALE & FT. LAUDERDALE & LAUDERDALE & LAUDERDALE & & & F.E.S. MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS. 16. CONTRACTOR SHALL COORDINATE W/ CITY THE REMOVAL/RELOCATION OF ANY WATER CONTRACTOR SHALL COORDINATE W/ CITY THE REMOVAL/RELOCATION OF ANY WATER SHALL COORDINATE W/ CITY THE REMOVAL/RELOCATION OF ANY WATER SHALL COORDINATE W/ CITY THE REMOVAL/RELOCATION OF ANY WATER COORDINATE W/ CITY THE REMOVAL/RELOCATION OF ANY WATER COORDINATE W/ CITY THE REMOVAL/RELOCATION OF ANY WATER W/ CITY THE REMOVAL/RELOCATION OF ANY WATER W/ CITY THE REMOVAL/RELOCATION OF ANY WATER CITY THE REMOVAL/RELOCATION OF ANY WATER CITY THE REMOVAL/RELOCATION OF ANY WATER THE REMOVAL/RELOCATION OF ANY WATER THE REMOVAL/RELOCATION OF ANY WATER REMOVAL/RELOCATION OF ANY WATER REMOVAL/RELOCATION OF ANY WATER OF ANY WATER OF ANY WATER ANY WATER ANY WATER WATER WATER METERS. 17. CONTRACTOR SHALL COORDINATE W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER CONTRACTOR SHALL COORDINATE W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER SHALL COORDINATE W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER SHALL COORDINATE W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER COORDINATE W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER COORDINATE W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER W/ FP&L FOR REMOVAL/RELOCATION OF ANY POWER FP&L FOR REMOVAL/RELOCATION OF ANY POWER FP&L FOR REMOVAL/RELOCATION OF ANY POWER FOR REMOVAL/RELOCATION OF ANY POWER FOR REMOVAL/RELOCATION OF ANY POWER REMOVAL/RELOCATION OF ANY POWER REMOVAL/RELOCATION OF ANY POWER OF ANY POWER OF ANY POWER ANY POWER ANY POWER POWER POWER POLES. 18. CONTRACTOR SHALL COORDINATE W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC CONTRACTOR SHALL COORDINATE W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC SHALL COORDINATE W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC SHALL COORDINATE W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC COORDINATE W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC COORDINATE W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC W/ B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC B.C.T.E.D. FOR THE RELOCATION OF ANY TRAFFIC FOR THE RELOCATION OF ANY TRAFFIC FOR THE RELOCATION OF ANY TRAFFIC THE RELOCATION OF ANY TRAFFIC THE RELOCATION OF ANY TRAFFIC RELOCATION OF ANY TRAFFIC RELOCATION OF ANY TRAFFIC OF ANY TRAFFIC OF ANY TRAFFIC ANY TRAFFIC ANY TRAFFIC TRAFFIC TRAFFIC POLES. 19. ALL EXISTING UTILITIES WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE ALL EXISTING UTILITIES WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE EXISTING UTILITIES WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE EXISTING UTILITIES WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE UTILITIES WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE UTILITIES WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE WITHIN NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE NW 55TH STREET ARE TO REMAIN UNLESS OTHERWISE 55TH STREET ARE TO REMAIN UNLESS OTHERWISE 55TH STREET ARE TO REMAIN UNLESS OTHERWISE STREET ARE TO REMAIN UNLESS OTHERWISE STREET ARE TO REMAIN UNLESS OTHERWISE ARE TO REMAIN UNLESS OTHERWISE ARE TO REMAIN UNLESS OTHERWISE TO REMAIN UNLESS OTHERWISE TO REMAIN UNLESS OTHERWISE REMAIN UNLESS OTHERWISE REMAIN UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE NOTED. 20. ALL EXISTING UTILITIES WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE ALL EXISTING UTILITIES WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE EXISTING UTILITIES WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE EXISTING UTILITIES WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE UTILITIES WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE UTILITIES WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE WITHIN OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE OR ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE ADJACENT TO NW 12TH AVENUE AND 15TH AVENUE TO NW 12TH AVENUE AND 15TH AVENUE TO NW 12TH AVENUE AND 15TH AVENUE NW 12TH AVENUE AND 15TH AVENUE NW 12TH AVENUE AND 15TH AVENUE 12TH AVENUE AND 15TH AVENUE 12TH AVENUE AND 15TH AVENUE AVENUE AND 15TH AVENUE AVENUE AND 15TH AVENUE AND 15TH AVENUE AND 15TH AVENUE 15TH AVENUE 15TH AVENUE AVENUE AVENUE ARE TO REMAIN UNLESS OTHERWISE NOTED. 21. CONTRACTOR SHALL COORDINATE WITH CITY PUBLIC WORKS AND PARKS & RECREATION CONTRACTOR SHALL COORDINATE WITH CITY PUBLIC WORKS AND PARKS & RECREATION SHALL COORDINATE WITH CITY PUBLIC WORKS AND PARKS & RECREATION SHALL COORDINATE WITH CITY PUBLIC WORKS AND PARKS & RECREATION COORDINATE WITH CITY PUBLIC WORKS AND PARKS & RECREATION COORDINATE WITH CITY PUBLIC WORKS AND PARKS & RECREATION WITH CITY PUBLIC WORKS AND PARKS & RECREATION WITH CITY PUBLIC WORKS AND PARKS & RECREATION CITY PUBLIC WORKS AND PARKS & RECREATION CITY PUBLIC WORKS AND PARKS & RECREATION PUBLIC WORKS AND PARKS & RECREATION PUBLIC WORKS AND PARKS & RECREATION WORKS AND PARKS & RECREATION WORKS AND PARKS & RECREATION AND PARKS & RECREATION AND PARKS & RECREATION PARKS & RECREATION PARKS & RECREATION & RECREATION & RECREATION RECREATION RECREATION STAFF FOR ITEMS TO BE SALVAGED AND NOT REMOVED FROM THE SITE.
AutoCAD SHX Text
PEMBROKE RD
AutoCAD SHX Text
PINES BLVD
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PALM AVE
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S HIATUS RD
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WASHINGTON ST
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SW 103RD AVE
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SW CITY CTR BLVD
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CITY CTR BLVD
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SITE
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CONCRETE SLAB REMOVAL
Shane Grabski - Flynn Engineering Seal
AA
VERTICAL DATUM
CONVERSION
GRADING AND DRAINAGE NOTES:
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LOCATION MAP
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AutoCAD SHX Text 6.17
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SAN
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SAN
AutoCAD SHX Text 4.26
AutoCAD SHX Text 5.21
AutoCAD SHX Text 5.45
AutoCAD SHX Text 5.70
AutoCAD SHX Text 5.71
AutoCAD SHX Text 5.36
AutoCAD SHX Text 4.61
AutoCAD SHX Text 6.02
AutoCAD SHX Text 6.07
AutoCAD SHX Text 5.95
AutoCAD SHX Text 3.19
AutoCAD SHX Text 3.88
AutoCAD SHX Text 5.83
AutoCAD SHX Text 5.78
AutoCAD SHX Text 2.36
AutoCAD SHX Text 6.04
AutoCAD SHX Text 5.97
AutoCAD SHX Text 5.96
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AutoCAD SHX Text 5.34
AutoCAD SHX Text 5.55
AutoCAD SHX Text 5.53
AutoCAD SHX Text 5.68
AutoCAD SHX Text 5.76
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AutoCAD SHX Text 6.09
AutoCAD SHX Text 6.15
AutoCAD SHX Text 6.13
AutoCAD SHX Text 6.12
AutoCAD SHX Text H
AutoCAD SHX Text Y
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WV
AutoCAD SHX Text 5.47
AutoCAD SHX Text 5.51
AutoCAD SHX Text 5.27
AutoCAD SHX Text 5.04
AutoCAD SHX Text 4.92
AutoCAD SHX Text 4.81
AutoCAD SHX Text 4.70
AutoCAD SHX Text 4.60
AutoCAD SHX Text 4.52
AutoCAD SHX Text 4.52
AutoCAD SHX Text 4.57
AutoCAD SHX Text 5.89
AutoCAD SHX Text 5.86
AutoCAD SHX Text 5.83
AutoCAD SHX Text 5.75
AutoCAD SHX Text 5.81
AutoCAD SHX Text 5.94
AutoCAD SHX Text 5.98
AutoCAD SHX Text 5.98
AutoCAD SHX Text 5.82
AutoCAD SHX Text 5.79
AutoCAD SHX Text 5.82
AutoCAD SHX Text 5.84
AutoCAD SHX Text 5.79
AutoCAD SHX Text 5.03
AutoCAD SHX Text 3.83
AutoCAD SHX Text 2.10
AutoCAD SHX Text 2.02
AutoCAD SHX Text 2.58
AutoCAD SHX Text 3.48
AutoCAD SHX Text 1.97
AutoCAD SHX Text 1.86
AutoCAD SHX Text 2.08
AutoCAD SHX Text 1.94
AutoCAD SHX Text 5.83
AutoCAD SHX Text 6.05
AutoCAD SHX Text 6.04
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AutoCAD SHX Text 5.12
AutoCAD SHX Text 6.21
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AutoCAD SHX Text 6.28
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ELEC
AutoCAD SHX Text 5.43
AutoCAD SHX Text 6.11
AutoCAD SHX Text 6.07
AutoCAD SHX Text 6.24
AutoCAD SHX Text 6.29
AutoCAD SHX Text 6.27
AutoCAD SHX Text 6.26
AutoCAD SHX Text 6.31
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AutoCAD SHX Text 5.71
AutoCAD SHX Text 6.01
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AutoCAD SHX Text 6.09
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AutoCAD SHX Text 5.96
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EDGE-OF-PAVEMENT
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CONCRETE
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PADS
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CONCRETE SIDEWALK
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EDGE-OF-PAVEMENT
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GRASS
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ASPHALT PAVMENT
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GRASS
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GRASS
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EDGE-OF-PAVEMENT
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EDGE-OF-PAVEMENT
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HEDGE
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HEDGE
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HEDGE
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CONCRETE
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CONCRETE
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CONCRETE
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6' CLF
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6' CLF
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6' CLF
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EDGE-OF-PAVEMENT
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CONCRETE
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PAD
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6" CURB
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GRASS
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GRASS
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EDGE-OF-PAVEMENT
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A\C CHILLER UNIT COMPOUND
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NOT ACCESSIBLE - NO LOCATION WITHIN FENCED AREA
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6' CLF ON WALL
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GATE
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CONCRETE
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GARAGE DOOR
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GARAGE DOOR
AutoCAD SHX Text 41.3'
AutoCAD SHX Text 8.0'
AutoCAD SHX Text 4.0'
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AutoCAD SHX Text 31.3'
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42.5' (TOTAL)
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ASPHALT PAVMENT
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ASPHALT PAVMENT
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PAVEMENT STRIPING
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PAVEMENT STRIPING
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PAVEMENT STRIPING
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MULTI-STORY CBS BUILDING
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FINISH FLOOR EL.=6.13'
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ASPHALT PAVEMENT
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ASPHALT PAVEMENT
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MULTI-STORY CBS BUILDING
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FINISH FLOOR EL.=6.13'
AutoCAD SHX Text 5.29
AutoCAD SHX Text 6.19
AutoCAD SHX Text 5.32
AutoCAD SHX Text 5.13
AutoCAD SHX Text 5.22
AutoCAD SHX Text 4.5
AutoCAD SHX Text 3.9
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.9
AutoCAD SHX Text 4.6
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.2
AutoCAD SHX Text 3.9
AutoCAD SHX Text 4.0
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.9
AutoCAD SHX Text 4.5
AutoCAD SHX Text 5.48
AutoCAD SHX Text 5.51
AutoCAD SHX Text 5.70
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AutoCAD SHX Text 5.64
AutoCAD SHX Text 5.14
AutoCAD SHX Text 4.95
AutoCAD SHX Text 4.87
AutoCAD SHX Text 5.36
AutoCAD SHX Text 5.21
AutoCAD SHX Text 4.74
AutoCAD SHX Text 4.49
AutoCAD SHX Text 5.07
AutoCAD SHX Text 4.97
AutoCAD SHX Text 4.29
AutoCAD SHX Text 4.26
AutoCAD SHX Text 4.41
AutoCAD SHX Text 4.55
AutoCAD SHX Text 4.61
AutoCAD SHX Text 4.83
AutoCAD SHX Text 5.24
AutoCAD SHX Text 4.86
AutoCAD SHX Text 4.80
AutoCAD SHX Text 4.87
AutoCAD SHX Text 4.77
AutoCAD SHX Text 4.66
AutoCAD SHX Text 4.65
AutoCAD SHX Text 4.66
AutoCAD SHX Text 4.76
AutoCAD SHX Text 4.93
AutoCAD SHX Text 4.74
AutoCAD SHX Text 4.85
AutoCAD SHX Text 5.7
AutoCAD SHX Text 5.58
AutoCAD SHX Text 5.8
AutoCAD SHX Text 5.6
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AutoCAD SHX Text 5.7
AutoCAD SHX Text 5.9
AutoCAD SHX Text 5.8
AutoCAD SHX Text 5.8
AutoCAD SHX Text 5.5
AutoCAD SHX Text 5.36
AutoCAD SHX Text 5.7
AutoCAD SHX Text 5.72
AutoCAD SHX Text 5.8
AutoCAD SHX Text 5.9
AutoCAD SHX Text 5.7
AutoCAD SHX Text 5.17
AutoCAD SHX Text 5.66
AutoCAD SHX Text 5.75
AutoCAD SHX Text 5.81
AutoCAD SHX Text 5.98
AutoCAD SHX Text 5.94
AutoCAD SHX Text 2.05
AutoCAD SHX Text 2.01
AutoCAD SHX Text 2.84
AutoCAD SHX Text 3.59
AutoCAD SHX Text 4.47
AutoCAD SHX Text 1.90
AutoCAD SHX Text 6.18
AutoCAD SHX Text 6.13
AutoCAD SHX Text PROPOSED AREA TO BE BACKFILLED WITH SUITABLE CLEAN FILL AND COMPACTED IN 6" LIFTS TO A DEPTH OF 22" BELOW FINISHED GRADE
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MATCH EXISTING PAVEMENT ELEVATION AT CONNECTION (TYP.)
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MATCH EXISTING PAVEMENT ELEVATION AT CONNECTION (TYP.)
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NEW HEAVY DUTY ASPHALT PER DETAIL, SEE SHEET C2
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NEW GUARDRAIL TOP @ 5' ABOVE GROUND REFER TO FDOT STANDARD INDEX 536-001
AutoCAD SHX Text 6.05
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SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
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IT'S THE LAW!
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GRADING SHOWN UTILIZES N.A.V.D. 88
AutoCAD SHX Text N.G.V.D. 29
AutoCAD SHX Text N.A.V.D. 88
AutoCAD SHX Text N.A.V.D. 88 = N.G.V.D. 29 - 1.5'
AutoCAD SHX Text N.G.V.D. 29 = N.A.V.D. 88 + 1.5'
AutoCAD SHX Text 1.5'
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1. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF PEMBROKE PINES. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES, UTILITIES, AND SURVEY MARKERS. 4. ALL STORM DRAINAGE LINE FROM THE BLDG SHALL BE LAID @ 1.0% MINIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. 5. CLEANOUTS ON STORM DRAINAGE LINES ARE TO BE ADJUSTED TO BE FLUSH W/FINISHED GRADE. 6. CONTRACTOR SHALL PROVIDE FITTINGS (WYES, TEE, REDUCERS, ETC.) AS REQUIRED TO FURNISH A COMPLETE WORKING SYSTEM BASED ON THE LAYOUT SHOWN ON THESE PLANS. 7. LANDSCAPED AREAS SHALL BE GRADED TO DRAIN TO THE CATCH BASIN INLETS. FIELD ADJUST GRADING AS REQUIRED. 8. SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE BUILDING PLUMBING CONTRACTOR FOR EXACT LOCATION OF CONNECTION POINTS BETWEEN THE BUILDING AND SITE WATER, SEWER AND DRAINAGE LINES (VERTICALLY AND HORIZONTALLY). 9. RECTANGULAR CATCH BASIN AND YARD DRAIN GRATES SHALL BE INSTALLED SUCH THAT THE LONG AXIS OF GRATE PARALLELS THE CLOSEST ADJACENT WALK, BLDG., DRIVE WAY, PROPERTY LINE, OR ROADWAY. 10. COORDINATE LOCATION IN FIELD OF ALL CATCH BASINS & YARD DRAINS WITH LANDSCAPE CONTRACTOR TO AVOID CONFLICTS. 11. CENTERLINE OF YARD DRAINS @ BASE OF DOWN SPOUTS MUST ALIGN WITH CENTERLINE OF DOWN SPOUT PRIOR TO FINAL ACCEPTANCE BY OWNER. REFERENCE ARCH. PLANS FOR EXACT LOCATION OF DOWN SPOUTS. 12. SLOPE ON SIDEWALKS SHALL NOT EXCEED 5% SLOPE IN DIRECTION OF TRAVEL OR 2% CROSS SLOPE. NOTIFY ENGINEER PRIOR TO CONSTRUCTION OF ANY GRADING THAT DOES NOT COMPLY WITH THIS REQUIREMENT. 13. SLOPE IN HANDICAP PARKING AND ACCESS AISLES SHALL NOT EXCEED 2% CROSS SLOPE. NOTIFY ENGINEER PRIOR TO CONSTRUCTION OF ANY GRADING THAT DOES NOT COMPLY WITH THIS REQUIREMENT. 14. SLOPE IN CROSSWALKS SHALL NOT EXCEED 2% CROSS SLOPE. NOTIFY ENGINEER PRIOR TO CONSTRUCTION OF ANY GRADING THAT DOES NOT COMPLY WITH THIS REQUIREMENT. 15. SURVEY INFORMATION BASED ON SURVEY PROVIDED BY CALVIN, GIORDANO & ASSOCIATES, INC. DATED JANUARY 10, 2025. 16. ELEVATIONS SHOWN ARE NAVD88.
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DRS
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DRS
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JAB
AutoCAD SHX Text 24-1848.00
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SEAL
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AutoCAD SHX Text 241 COMMERCIAL BLVD., LAUDERDALE-BY-THE-SEA, FL 33308 PHONE:(954) 522-1004 | WWW.FLYNNENGINEERING.COM EB# 6578
AutoCAD SHX Text 02/12/25
AutoCAD SHX Text 02/12/25
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SAMPLE POINT
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EXIST. UTILITY LINE TO BE
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EXIST. WATER MAIN
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ABANDONED IN PLACE
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PROPOSED CATCH BASIN
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DIRECTION OF SURFACE DRAINAGE
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EDGE OF PROPOSED PAVEMENT
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SANITARY FORCE MAIN
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DIRECTIONAL FLOW ARROW
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BACKFLOW PREVENTOR
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CHECK VALVE ON DOWNSTREAM SIDE
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DOUBLE DETECTOR CHECK W/ WAFER
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FM
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FIRE HYDRANT
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CLEANOUT
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(ASPHALT)
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WATER MAIN
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PROPOSED MANHOLE
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VALVE
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AND GRAVITY SEWER
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REDU…
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