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<br />GENERAL NOTES
<br />1 THESE PLANS ARE SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND
<br />EXTENT OF THE EXISTING CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF
<br />WORK. CONTRACTORS ARE DIRECTED, TO CONDUCT WHATEVER INVESTIGATION THEY DEEM
<br />NECESSARY, PRIOR TO BIDDING, TO DETERMINE THE ACTUAL CONDITIONS THAT WILL BE
<br />ENCOUNTERED.
<br />2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER
<br />FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF
<br />PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE
<br />CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND
<br />DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT
<br />SHOWN ON THE PLANS) AFFECTING HIS WORK.
<br />3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS ON THE PLANS AND REVIEW ALL
<br />FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE
<br />CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN WRITTEN CLARIFICATION BEFORE
<br />COMMENCING WITH CONSTRUCTION.
<br />4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS, SEWERS,
<br />UTILITIES, AND OTHER FACILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REPAIR
<br />ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER.
<br />5. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VERTICALLY, PIPE JOINT
<br />DEFLECTION SHALL NOT EXCEED 75% OF THE MANUFACTURERS' MAXIMUM RECOMMENDED
<br />DEFLECTION.
<br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE EXISTING DRAINAGE
<br />SYSTEM WITHIN THE LIMITS OF THE PROJECT AREA FOR THE DURATION OF THE PROJECT.
<br />7. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS AS OUTLINED IN THE
<br />SPECIFICATIONS. RED —LINE DRAWINGS SHALL BE CURRENT WITH EACH PAY APPLICATION
<br />SUBMITTED AND WILL BE CHECKED AS PART OF THE PAY APPLICATION REVIEW PROCESS.
<br />PAYMENT WILL NOT BE MADE TO THE CONTRACTOR WITHOUT APPROVED RED —LINE DRAWINGS.
<br />8. FIELD CONDITIONS MAY NECESSITATE ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED
<br />PIPELINES TO AVOID CONFLICTS. NO ADDITIONAL PAYMENT SHALL BE MADE WITHOUT PRIOR
<br />APPROVAL OF THE OWNER AND THE OWNER'S ENGINEER.
<br />9. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALL
<br />EQUIPMENT, MATERIALS, AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO THE JOB SITE.
<br />10. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT WORKMANLIKE
<br />MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE
<br />CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS FOR OWNER REVIEW AND
<br />APPROVAL PRIOR TO MAKING THE CONNECTIONS.
<br />11. UNLESS OTHERWISE INDICATED OR APPROVED, ALL BELOW GROUND DUCTILE IRON PIPE SHALL
<br />HAVE PUSH —ON OR MECHANICAL JOINTS, AND ALL ABOVE GROUND DUCTILE IRON PIPE SHALL
<br />HAVE FLANGED JOINTS.
<br />12. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 36" BELOW EXISTING GRADE UNLESS
<br />OTHERWISE NOTED OR DIRECTED.
<br />13. ALL VALVE BOX COVERS AND EXPOSED PIPING SHALL BE PAINTED WITH DESIGNATED COLORS
<br />ASSOCIATED WITH THEIR USAGE AS PROVIDED IN THE SPECIFICATIONS.
<br />14. WATER SHALL NOT BE PERMITTED IN EXCAVATIONS AND TRENCHES DURING CONSTRUCTION.
<br />DEWATERING IS REQUIRED TO A MINIMUM OF 18" BELOW BOTTOM OF EXCAVATION.
<br />15. ALL NEW PIPELINES SHALL BE FLUSHED, PRESSURE TESTED, AND APPROVED PRIOR TO TIE—INS
<br />TO EXISTING FACILITIES. THE CONTRACTOR WILL BE ALLOWED TO USE TEMPORARY PLUGS FOR
<br />PRESSURE TESTING.
<br />16. ALL TEST POINT TAPPING SHALL BE CUT LOOSE FROM THE CORPORATION STOP AND
<br />COMPLETELY REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE.
<br />THE CORPORATION STOP SHALL BE CAPPED AND REMAIN IN PLACE.
<br />17. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES AND NOT REQUIRED FOR
<br />THE PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL
<br />ACCEPTANCE,
<br />18. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES
<br />AND DITCHES DURING ALL PHASES OF CONSTRUCTION.THE CONTRACTOR SHALL BE REQUIRED TO
<br />INSTALL ALL EROSION, SEDIMENT AND TURBIDITY CONTROL MEASURES PRIOR TO CONSTRUCTION
<br />OF ANY COMPONENTS ASSOCIATED WITH THE PROJECT. SEDIMENT CONTROL INCLUDES SILT DAMS,
<br />TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY
<br />SHOWN ON THESE DRAWINGS.
<br />19. CONTRACTOR SHALL PROVIDE PROTECTIVE MATTING, FUEL CONTAINMENT AND ALL OTHER
<br />MATERIALS, EQUIPMENT AND LABOR TO PROTECT THE STAGING AREA DURING CONSTRUCTION.
<br />20. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR APPROVAL PRIOR TO BEGINNING
<br />CONSTRUCTION. DEWATERING SHALL BE CONDUCTED IN ACCORDANCE WITH THE BMPS IDENTIFIED
<br />IN CHAPTER 4, 4.40 "DEWATERING" OF "THE FLORIDA STORMWATER EROSION AND SEDIMENTATION
<br />CONTROL INSPECTOR'S MANUAL".
<br />21. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR, LICENSED IN THE STATE OF FLORIDA
<br />TO PERFORM CONSTRUCTION STAKING IN ACCORDANCE WITH RULE 61G17-6.004(3) OF THE
<br />FLORIDA ADMINISTRATIVE CODE.
<br />22. THE CONTRACTOR IS ADVISED THAT PAYMENT FOR SEDIMENT CONTROL IS TO BE INCLUDED
<br />UNDER BID PRICES FOR ALL OF THE ITEMS LISTED ON THE BID SHEET. SEDIMENT CONTROL
<br />INCLUDES SILT DAMS, TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED
<br />BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS.
<br />23. THE GENERAL CONTRACTOR SHALL PROVIDE SECURITY FENCING FOR ALL OF HIS MATERIALS AND
<br />EQUIPMENT STORED OVER NIGHT ON THE SITES. THE STORAGE AREA SHALL BE COORDINATED
<br />WITH PINELLAS COUNTY UTILITIES.
<br />I REMO.
<br />UTILITY NOTES
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FOLLOWING
<br />JURISDICTIONAL BODIES AND UTILITY COMPANIES:
<br />BRIGHTHOUSE NETWORKS
<br />EAST PASCO
<br />MIKE KIKER
<br />30432 SIR 54
<br />WESLEY CHAPEL, FIL 33543
<br />(813)862-0522 EXT. 84263
<br />DIGITAL COMMUNITY NETWORKS
<br />PAUL DANA CLARK
<br />3555 PORTER LAKE DRIVE, UNIT 110
<br />SARASOTE, FIL 34240
<br />(941)378-5200
<br />VERIZON FLORIDA INC
<br />MR. DAVID WYNNS
<br />1909 US HWY 301 NORTH
<br />TAMPA FLORIDA 33619
<br />(813) 627-8343
<br />WITHILACCOCHEE RIVER ELECTRIC
<br />MR. COREY LITTLEFIELD
<br />COOPERATIVE
<br />PO BOX 278
<br />DADE CITY FLORIDA 33526
<br />(352)588-5115 EXT. 1131
<br />CENTURYLINK
<br />MR. JEFF GRIFFIN
<br />33 NORTH MAIN STREET
<br />WINTER GARDEN FLORIDA 34787
<br />(407)814-5344
<br />PASCO COUNTY UTILITIES
<br />MS. GEORGEANN BENNETT
<br />7530 LITTLE ROAD ROOM 205
<br />NEW PORT RICHEY FLORIDA 34654
<br />(727)847-8145 EXT. 8064
<br />INVESTIGATE
<br />BEFORE YOU
<br />EXCAVATE
<br />CALL LOCAL PUBLIC
<br />UTILITY NOTIFICATION
<br />CENTER
<br />TOLL FREE
<br />1-800-432-4770
<br />MIN. 48 HOURS BEFORE
<br />YOU EXCAVATE
<br />RESTORATION AND MISCELLANEOUS NOTES.
<br />1. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, SIDEWALKS,
<br />FENCES, LANDSCAPING AND OTHER IMPROVEMENTS WITH THE SAME OR BETTER TYPE OF
<br />MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
<br />2. ALL RESTORATION WORK PERFORMED THROUGHOUT THE PROJECT SHALL CONFORM TO EXISTING
<br />LINES AND GRADES UNLESS OTHERWISE NOTED.
<br />3. ALL EXISTING FENCES DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND REINSTALLED
<br />BY THE CONTRACTOR IN LIKE KIND AT NO ADDITIONAL COST TO THE OWNER UNLESS SHOWN TO
<br />BE REMOVED ON CONSTRUCTION PLANS.
<br />4. CONTRACTOR SHALL RESTORE ALL IRRIGATION SYSTEM COMPONENTS TO PRE —CONSTRUCTION
<br />CONDITIONS.
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<br />3802 Ehrlich Road, Suite 306
<br />Tampa, FL 33624
<br />Phone: (813)549-3740, Fax: (813)549-3744
<br />EB0006691
<br />www.mckimcreed.com
<br />INDEX OF DRAWINGS
<br />GENERAL
<br />COVER
<br />G-1 GENERAL NOTES AND SHEET INDEX
<br />G-2 ABBREVIATIONS, SYMBOLS AND LEGENDS
<br />G-3 KEY SHEET
<br />CIVIL
<br />6 i PLAN AND PROFILE STA 188+28 TO STA 106+8a
<br />6 2 PLAN AND PROFILE STA 186+88 TO STA 112+6&
<br />6 3 PLAN AND PROFILE STA 112+60 TO STA 119+2&
<br />6 4 PLAN ANB PROFILE STA 119+20 TO STA 125+ Ba
<br />6 5 PLAN ANB PROFILE STA 125+80 TO STA 132+ 4-&
<br />6 6 PLAN AND PROFILE STA 132+40 TO STA 135+1 &
<br />6 7. PLAN AND PROFILE STA 199+82 TE) STA 206+
<br />6 8 PLAN AND PROFILE STA 286+48 TO STA 2 13 + - E8 11 "Br-
<br />6 9 PLAN AND PROFILE STA 213+00 TO STA 21 S+E)+
<br />C-10 WELL No. 11 SITE PLAN
<br />C-11 WELL No. 12 SITE PLAN
<br />C-12 DETAILS 1
<br />C_ 13 DETAILS 2
<br />C-14 EROSION CONTROL DETAILS
<br />ARCHITECTURAL
<br />A-1 FLOOR AND ROOF PLANS, BUILDING DATA
<br />A-2 EXTERIOR ELEVATION
<br />A-3 BUILDING AND WALL SECTIONS
<br />A-4 BUILDING DATA AND NOTES
<br />STRUCTURAL
<br />S-1 STRUCTURAL NOTES, DESIGN LOADS, DESIGN CRITERIA AND LEGEND
<br />S-2 WELL HOUSE FOUNDATION PLAN, SECTIONS AND DETAILS
<br />S-3 WELL HOUSE ROOF FRAMING PLAN, SECTIONS AND DETAILS
<br />MECHANICAL
<br />M-1 WELL HOUSE PLAN
<br />M-2 WELL HOUSE SECTION
<br />M-3 WELL DETAILS 1
<br />M-4 WELL DETAILS 2
<br />INSTRUMENTATION
<br />1-1 P&ID LEGEND
<br />1-2 PRODUCTION WELL 11 P&ID
<br />1-3 PRODUCTION WELL 12 P&ID
<br />ELECTRICAL
<br />E-1 GENERAL NOTES, SYMBOLS AND LEGENDS
<br />E-2 WELL NO. 11 ELECTRICAL SITE PLAN
<br />E-3 WELL NO. 12 ELECTRICAL SITE PLAN
<br />E-4 TYPICAL WELL PUMP BUILDING SINGLE LINE DIAGRAM AND ELECTRICAL POWER PLAN
<br />E-5 ELECTRICAL DETAILS
<br />CITY OF ZEPHYRHILLS
<br />5335 8th Street
<br />Zephyrhills, FL 33542
<br />Phone: (813)780-0000
<br />PRODUCTION WELLS
<br />No. 11 AND No. 12
<br />WELL SITE IMPROVEMENTS
<br />GENERAL NOTES AND
<br />SHEET INDEX
<br />F,
<br />DATE:
<br />- I
<br />FEBRUARY 2012
<br />MCE PROJ.
<br /># 4584-0003
<br />DRAWN
<br />QES
<br />DESIGNED
<br />MSL
<br />CHECKED
<br />JSL
<br />PROJ. MGR.
<br />MSL
<br />SCALE
<br />HORIZONTAL:
<br />AS SHOWN
<br />VERTICAL:
<br />NA
<br />G-1
<br />STATUS: REVISION
<br />ISSUE FOR BID
<br />
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