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1 The Enclosed Document Is Provided For Your onvenience. Please ALL Questions: Please Let Us Know If You Plan To Bid ity of Tampa ontract Administration Department 306 E. Jackson St. #280A4N Tampa, FL (813)

2 PROJET LOATION INDEX OF SHEETS 56TH ST LOATION MAP LINEBAUGH AVE BUSH BLVD HILLSBOROUGH AVE o41 M L KING BLVD HILLSBOROUGH BAY AUSEWAY BLVD BLOOMINGDALE BLVD 75p 41o GANDY BRIDGE o92 WEST SHORE BLVD INTERBAY BLVD MANHATTAN AVE PRADO o 92 GANDY BLVD DALE MABRY HWY BAYSHORE EL BLVD HOWARD-FRANKLAND BRIDGE ROSSTOWN MADILL AVE BLVD o 41 50TH ST AY E SW S R EXP 60 SPRUE ST 60 p KENNEDY BLVD 60 SWANN AVE OLUMBUS DR FRANK 4p ADAMO DR 60 o NORTH EISENHOWER BLVD o92 ARMENIA AVE BOULEVARD FLORIDA 22ND ST 40TH HARNEY 4p RD FLETHER AVE FOWLER AVE SLIGH AVE o o NEBRASKA AVE 15TH ST DALE MABRY HWY HWY LAKE ARROL WATERS AVE o p o o 30TH ST ST GUNN AVENUE HILLSBOROUGH MORRIS o RIVER BRIDGE p p75 o BEARSS LAKE MAGDALENE SKIPPER RD PERMITS HIMES AVE RD PROFESS I ONAL E NGI F LO R I DA NEE R RORY No STATE OF J ON E S LIENSE A TWD WO# 8403 Printed MARH 29, 2018 ity of Tampa Water UNDERSIZE MAIN REPLAEMENTS

3 ITY OF TAMPA NOTES GENERAL 1. ALL WATER WORK FOR THE ITY OF TAMPA (ITY) SHALL BE PERFORMED IN AORDANE WITH THE PROJET'S SPEIFIATIONS, ONSTRUTION DETAILS, AND THE TAMPA WATER DEPARTMENT TEHNIAL MANUAL (LATEST EDITION). IN THE EVENT OF A DISREPANY, THE MOST STRINGENT RITERIA SHALL APPLY. 2. WATER MAIN TAPS SHALL BE PERFORMED BY THE ITY WATER DEPARTMENT ONLY. ONTRATOR SHALL EXAVATE, INSTALL TAPPING SLEEVE AND VALVE, ONDUT PRESSURE TEST (WITNESSED BY INSPETOR) AND OORDINATE PERFORMANE OF TAP WITH THE ITY INSPETOR. ONTRATOR SHALL PROVIDE NOTIE TO THE ITY INSPETOR AT A MINIMUM OF 5 WORKING DAYS NOTIE PRIOR TO NEESSARY WORK. 3. NORMAL WORKING HOURS SHALL BE WEEKDAYS FROM 7:30 AM TO 4:00 PM UNLESS OTHERWISE APPROVED BY THE ENGINEER/INSPETOR. 4. ELEVATION INFORMATION SHOWN ON THESE PLANS IS REFERENED TO N.A.V.D UNLESS OTHERWISE STATED. 5. ONSTRUTION OF WATER FAILITIES SHALL BE OORDINATED WITH THE WATER DEPARTMENT PRIOR TO THE START OF THE ONSTRUTION. ONTRATOR TO ONTAT ITY OF TAMPA ONTRAT ADMINISTRATION TO OORDINATE/SHEDULE A PRE-ONSTRUTION MEETING WITH THE ITY FOR REVIEW OF INSTALLATION TEHNIQUES AND PROEDURES A MINIMUM OF 10 WORKING DAYS PRIOR TO THE PLANNED ONSTRUTION. 6. EXISTING UTILITIES, BUILDINGS, GROUND ELEVATIONS, AND OTHER FEATURES ARE SHOWN AORDING TO THE BEST INFORMATION AVAILABLE. ALL ONDITIONS, DIMENSIONS, AND QUANTITIES AFFETING REQUIRED WORK SHALL BE VERIFIED BY ONTRATOR BEFORE BEGINNING WORK OR ORDERING MATERIALS. 7. VALVES ON EXISTING PUBLI WATER MAINS TO BE OPERATED BY ITY PERSONNEL ONLY. 8. ALL PROPOSED WATER LINES SHALL BE MANUFATURED, INSTALLED, AND TESTED PER THE STANDARDS OF THE AMERIAN WATER WORKS ASSOIATION (AWWA) AND BY F.A SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE ITY FOR ALL PROPOSED ITEMS. ALL SUBMITTALS AND SHOP DRAWINGS SHALL BE HIGH QUALITY PDF DOUMENTS. 10. THE ONTRATOR IS RESPONSIBLE FOR RESTRAINING ALL EXISTING PIPE NEESSARY TO MAINTAIN A SAFE ONSTRUTION AREA AND PERFORM THE WORK SHOWN IN THE PLANS. EXISTING PIPE REQUIRING RESTRAINTS SHALL UTILIZE EXTERIOR BELL RESTRAINTS. 11. THE ONTRATOR SHALL DEWATER ANY EXAVATION OR TRENH TO MAINTAIN A SAFE WORK ENVIRONMENT AND TO ABIDE BY AWWA INSTALLATION STANDARDS. DEWATERING IS AT THE EXPENSE OF THE ONTRATOR. PERMITS 1. ONTRATOR IS RESPONSIBLE FOR OBTAINING ALL NEESSARY RIGHT-OF-WAY PERMITS AND ROADWAY LOSURES ASSOIATED WITH THE WORK SHOWN IN THE PLANS. 2. IN ORDER TO OBTAIN ROADWAY LOSURES OR RIGHT-OF-WAY PERMITS, AT MINIMUM, THE ONTRATOR MUST SUBMIT DETAILED MAINTENANE OF TRAFFI (MOT) PLANS ALONG WITH APPLIATIONS TO THE APPROPRIATE AGENY. THE MOT(S) SHALL ONFORM TO APPLIABLE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) DRAWINGS (MOST URRENT EDITION). THE GOVERNING AGENIES MAY REQUIRE ADDITIONAL INFORMATION AND DITATE SPEIFI WORK TIME DURING NON-PEAK TRAFFI HOURS. PIPE LEARANES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OVER OF 36 INHES AND SHALL MAINTAIN A MINIMUM OF THREE (3) FEET HORIZONTAL SEPARATION FROM OTHER UTILITIES, EXEPT STORM, SANITARY, AND GAS, WHIH SHALL MAINTAIN TEN (10) FEET HORIZONTAL SEPARATION, UNLESS OTHERWISE NOTED. 2. WATER MAIN SHALL ROSS ABOVE OTHER PIPES. WHEN WATER MUST BE BELOW, PROVIDE 12" MINIMUM VERTIAL SEPARATION UNLESS OTHERWISE NOTED. 3. ENTER ONE FULL JOINT OF PIPE UNDER/OVER ALL SANITARY, STORM, OR RELAIMED PIPE ROSSINGS. MATERIAL 1. ALL VALVES SHALL BE RIGHT HAND OPEN. 2. POLYWRAP ALL DUTILE IRON PIPE (D.I.P) FITTINGS AND APPURTENANES. 3. ALL HARDWARE SHALL BE 304 STAINLESS STEEL, UNLESS OTHERWISE NOTED. 4. ALL BELOW GROUND BENDS SHALL BE MEHANIAL JOINT (MJ). 5. RESTRAIN ALL JOINTS AND FITTINGS PER ONSTRUTION PLANS AND DETAILS. 6. ONRETE THRUST BLOKS SHALL NOT BE USED TO PROVIDE THRUST RESTRAINT. RESTRAINT OF PUSH-ON DIP (OTHER THAN FOR FITTINGS & VALVES) SHALL BE WITH APPROVED PUSH-ON "GRIPPER-TYPE" RESTRAINTS. FITTINGS AND VALVES SHALL BE ONNETED TO PIPE WITH MEGALUGS, OR APPROVED EQUAL. 7. ALL POTABLE WATER SERVIE LATERAL, AIR RELEASE VALVES, AND TEMPORARY SAMPLE POINTS SHALL BE ONSTRUTED OF BLUE SDR-9 HIGH DENSITY POLYETHYLENE (HDPE) TUBING. ALL HDPE TUBING SHALL BE INSTALLED WITHIN A ASING AS DEFINED IN THE SPEIFIATIONS AND DETAILS. TESTING 1. ALL OMPONENTS OF THE WATER SYSTEM, INLUDING FITTINGS, HYDRANTS, ONNETIONS, AND VALVES SHALL BE PROPERLY PRESSURE TESTED, WITNESSED AND AEPTED BY THE ITY. PRESSURE TESTS TO BE PERFORMED IN AORDANE WITH WATER DEPARTMENT SPEIFIATIONS. ONTRATOR TO NOTIFY THE ASSIGNED ITY INSPETOR A MINIMUM OF THREE (3) WORKING DAYS IN ADVANE OF PERFORMING TESTS. ONTRATOR SHALL PRESSURE TEST WATER MAINS AT A MINIMUM OF 150 PSI FOR A PERIOD OF 2 HOURS IN AORDANE WITH AWWA STANDARDS. THE ONTRATOR SHALL MAKE ALL NEESSARY APPLIATIONS AND ARRANGEMENTS. 2. ALL SAMPLE, PRESSURE TEST, AND HLORINATION POINT PIPING SHALL BE OMPLETELY REMOVED PRIOR TO FINAL AEPTANE. THE ORPORATION STOP SHALL BE LOSED AND PLUGGED AT THE MAIN. 3. ONTRATOR SHALL PERFORM HLORINATION AND HIRE INDEPENDENT FIRMS TO ONDUT BATERIOLOGIAL TESTING AS DEFINED IN F.A ONTRATOR TO SUPPLY THE ITY WITH AS-BUILTS AND SAMPLE RESULTS NEESSARY TO OBTAIN DEPARTMENT OF ENVIRONMENTAL PROTETION (DEP) LEARANES BEFORE PLAING METERS OR PIPELINES IN SERVIE. RESTORATION 1. ROADWAY RESTORATION SHALL BE IN ONFORMANE WITH ORRESPONDING JURISDITION'S LATEST STANDARDS. 2. DISTURBANE TO ANY PROPERTY, PUBLI OR PRIVATE, SHALL BE RESTORED TO ORIGINAL OR BETTER ONDITION. LEGEND GRADY AVE. PROPOSED 8" WATER MAIN BAY AVENUE PROJET SPEIFI NOTES NOTE 1. PAVEMENT RESTORATION AND MILL & OVERLAY SHALL ONFORM TO TYPIAL PAVING SETION SHOWN IN PLANS OR AS DIRETED BY THE ENGINEER. TREASURE IRLE TREASURE AVENUE ADELIA AVENUE HURH IRLE IRLE TREASURE HIGHWAY DALE MABRY PROPOSED 4" WATER MAIN KEY SHEET LEGEND, KEY SHEET & GENERAL NOTES

4 TREASURE KEY SHEET TREASURE IRLE ADELIA AVENUE GRADY AVE. PROPOSED 6" WATER MAIN PROPOSED 4" WATER MAIN PROPOSED 8" WATER MAIN BAY HURH AVENUE IRLE TREASURE IRLE DALE MABRY HIGHWAY AVENUE

5 S. GRADY AVE. S S. GRADY AVE. ADELIA AVE. TREASURE IR. BAY AVE.

6 HURH AVE. BAY AVE. WILLIAMS STREET (PER PLAT) TREASURE IRLE

7 DALE MABRY S. R. 600 HWY. BAY AVE.

8 BAY AVE. TREASURE IRLE

9 TREASURE IRLE S ADELIA AVE. S HURH AVE. AVENUE S

10 TREASURE IRLE TREASURE IRLE BAY AVE.

11 TREASURE IRLE S ADELIA AVE. ADELIA AVE. BAY AVE. S

12 TREASURE AVE. S HURH AVE. HURH AVE. BAY AVE. WILLIAMS STREET (PER PLAT)

13 DETAILS

14 DETAILS

15 DETAILS

16 DETAILS

17 DETAILS

18 DETAILS

MILL & OVERLAY ENTIRE ROAD 3'-0" (VARIES) 1 E.O.P. RESTORE ASPHALT PAVEMENT 2 3 E.O.P. DEPTH VARIES LASS PIPE BEDDING 6" 3'-0" ± 6" FOR TYPIAL TRENHING, BEDDING & BAKFILL DETAIL FOR PAVED AREAS SEE DETAIL 2.

PAVEMENT SHALL BE MEHANIALLY SAWED. 2. THE NEW BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND OMPOSITION AS THE MATERIALS REMOVED OR OF EQUAL OR GREATER STRUTURAL ADEQUAY.

RUSHED ONRETE BASE SHALL FOLLOW FDOT STANDARD SPEIFIATIONS FOR REYLED ONRETE AGGREGATES, LATEST EDITION. LAYER OEFFIIENT (SN) SHALL BE 0.

THE SURFAE OURSE WITHIN THE TRENH LIMITS SHALL BE FDOT TYPE SP 9.5 OR SP 12.5 WITH A THIKNESS EQUAL TO THE EXISTING OR 2", WHIHEVER IS GREATER. LIFT TO BE 3 4" MIN. AND 1 1 2" MAX.

19 MILL & OVERLAY ENTIRE ROAD 3'-0" (VARIES) 1 E.O.P. RESTORE ASPHALT PAVEMENT 2 3 E.O.P. DEPTH VARIES LASS PIPE BEDDING 6" 3'-0" ± 6" FOR TYPIAL TRENHING, BEDDING & BAKFILL DETAIL FOR PAVED AREAS SEE DETAIL 2.01 PAVEMENT LAYERS (SEE SPEIFIATIONS) 1. TYPE SP 9.5 ASPHALT (1") MILL & OVERLAY 2. TYPE SP 9.5 OR SP 12.5 ASPHALT (2") 3. RUSHED ONRETE BASE (8") (ASPHALT) NOTES: 1. PAVEMENT SHALL BE MEHANIALLY SAWED. 2. THE NEW BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND OMPOSITION AS THE MATERIALS REMOVED OR OF EQUAL OR GREATER STRUTURAL ADEQUAY. BASE, INSTALLED TO A THIKNESS OF THE EXISTING BASE OR 8" WHIHEVER IS GREATER. RUSHED ONRETE BASE SHALL FOLLOW FDOT STANDARD SPEIFIATIONS FOR REYLED ONRETE AGGREGATES, LATEST EDITION. LAYER OEFFIIENT (SN) SHALL BE 0.18 WITH LIMEROK BEARING RATIO (LBR) 150 OR GREATER. GRADATION AND SIZE REQUIREMENTS SHALL ONFORM TO FDOT LATEST SPEIFIATIONS. 3. THE SURFAE OURSE WITHIN THE TRENH LIMITS SHALL BE FDOT TYPE SP 9.5 OR SP 12.5 WITH A THIKNESS EQUAL TO THE EXISTING OR 2", WHIHEVER IS GREATER. LIFT TO BE 3 4" MIN. AND 1 1 2" MAX. FOR SP 9.5 AND 1 1 4" MIN. TO 3" MAX. FOR SP FOR OLLETOR/ARTERIALS ROADS, 1" MILL AND OVERLAY 10' IN EAH DIRETION OF THE TRENH AND FULL WIDTH OF THE LANE. FOR RESIDENTIAL ROADS, 1" MILL AND OVERLAY 10' IN EAH DIRETION OF THE TRENH AND FULL WIDTH OF THE ROAD (URB TO URB). FDOT TYPE SP 9.5 ASPHALT SHALL BE USED. LIFT TO BE 3 4" MIN. AND 1 1 2" MAX. DETAILS

802, 804, 810 & 812 DRYDEN ROAD 39 CASCADE DRIVE ROCHESTER, NY PHONE SITE DEVELOPMENT PLANS MARATHON C-7.

802, 804, 810 & 812 DRYDEN ROAD 39 CASCADE DRIVE ROCHESTER, NY PHONE SITE DEVELOPMENT PLANS MARATHON C-7. ONRETE WASHOUT AREA SILT FENE PIPE OUTLET PROTETION FILTER LOTH 50'MIN. 6"MIN. 12'MIN. 1. STONE SIZE - USE 2" STONE, OR RELAIMED OR REYLED ONRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXEPT ON