UTILITY PLANS HANSON STREET EXTENSION PHASE I

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1 Cleveland Avenue Parkway Rd. P CHIPLEY DEPARTMENT OF PUBLIC WORKS PENSACOLA FORT WALTON BEACH PANAMA CITY TALLAHASSEE 75 LAKE CITY JACKSONVILLE ST AUGUSTINE GAINESVILLE UTILITY PLANS EXTENSION PHASE I NEW PORT RICHEY TAMPA ST PETERSBURG 275 SARASOTA - BRADENTON 75 4 OCALA DAYTONA BEACH DELAND 4 ORLANDO LAKELAND BARTOW 75 BEE LINE EXPRESSWAY FLORIDA'S TURNPIKE MELBOURNE - COCOA FT PIERCE 95 INDEX OF UTILITY PLANS FT MYERS WEST PALM BEACH 75 NAPLES 75 FT LAUDERDALE U-1 KEY U-2 UTILITY TYPICAL SECTION U-3 SUMMARY OF VERIFIED UTILITIES U-4 UTILITY NOTES U-5 - U-8 UTILITY PLAN AND PROFILE U-9 - U-11 UTILITY PROFILE U-12 - U-13 UTILITY DETAILS GOVERNING STANDARDS AND SPECIFICATIONS: Florida Department of Transportation, 16 Design Standards and revised Index Drawings and 16 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents, and the latest edition of the City of Fort Myers Standard Details and Specifications for utility construction. R-24-E R--E Marsh 4 3 Pt. Bayshore 2 1 Manor Tice St. FS FS WARD 865 ISLAND M F Pop. 48,8 HANSON ST J Buck Colonial PAGE FIELD CP Blvd OKEECHOBEE WATERWAY METRO PKWY Anderson PalmBeachBlvd. Blvd. Ave Cypress VERONICA SHOEMAKER Parkway Ortiz Road ORITZ AVE. TICE FS Lucket Rd. Staley Rd. 1 Orange River CP Neal Road T-44-S T-45-S N MILES BEGIN UTILITY CONST. STA END UTILITY CONST. STA PROJECT LOCATION KEY WEST UTILITY SHOP DRAWINGS TO BE SUBMITTED TO: DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 20 SECOND ST., FL PLANS PREPARED BY: MIAMI NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. KEY UTILITY PLANS ENGINEER OF RECORD: DANIEL M. CRAIG, P.E. P.E. : FISCAL YEAR 16 U-1 4/7/16 3::08 PM C:\Project\ \utils\keysuw01.dgn

2 PROP ' 7.28' 4.00' CONST. PROP. EASEMENT LINE 1:2 1:2 ' MIN. 8" PVC FM OUT TO OUT 16" PVC WM 24" PVC (OR HDPE) REUSE WM UTILITY LOCATION TYPICAL SECTION A PHASE 1 CONST. 4.00' 12.00' PROP. 4.00' 1.00' PROP. EASEMENT LINE VARIES VARIES 4.1'-6.3'.00' 4.2'-8.2'± 8" PVC FM W/ 18" STEEL CASING 16" PVC WM W/ 30" STEEL CASING MIN. 24" HDPE REUSE WM UTILITIES SHALL BE PLACED BEYOND 1:1 SLOPE FROM RETAINING WALL PAD SEE STRUCTURAL PLANS PROP. STORM SEWER SIZE VARIES SEE ROADWAY PLANS 36" HPDE RAW WM TO BE PLACED OUT OF SERVICE AND REMOVED. UTILITY LOCATION TYPICAL SECTION B NOTE: PHASE 1 1. STEEL CASINGS ARE WITHIN THE LIMITS OF THE MSE WALL ONLY. REFER TO PLANS BY OTHERS FOR STATION LIMITS. 2. UTILITY ELEVATIONS VARY, REFER TO PROFILES FOR UTILITY ELEVATIONS. 3. FOR MSE WALL LAYOUT AND LOCATIONS REFER TO PLANS BY OTHERS. UTILITY TYPICAL SECTION U-2 4/7/16 3::11 PM C:\Project\ \utils\typuw01.dgn

3 SUMMARY OF VERIFIED UTILITIES Vvh # UTILITY (Owner, type) SIZE MATERIALS LOCATION NORTHING EASTING STATION OFFSET SIDE EXISTING GROUND ELEVATION TOP ELEVATION COMMENTS 1 Raw Water Valve 36" CIP Valve RT Fiber Optic Cable 2.5" HDPE RT Fiber Optic Cable 2.5" HDPE RT Raw Water 24" HDPE RT Fiber Optic Cable 2.5" HDPE RT Fiber Optic Cable 2.5" HDPE RT Raw Water 24" HDPE RT Fiber Optic Cable 2.5" HDPE RT Fiber Optic Cable 2.5" HDPE RT Raw Water 36" HDPE RT Raw Water 36" HDPE RT Raw Water 36" HDPE RT Raw Water 36" HDPE RT Raw Water 36" HDPE RT Raw Water 36" HDPE RT DATA PROVIDED BY AIM ENGINEERING, COORDINATES SHOWN ARE IN U.S. SURVEY FEET, NAD 83 FLORIDA STATE PLANE WEST ZONE ELEVATIONS SHOWN ARE BASED ON GPS ORTHO ELEVATION NAVD88 UTILITY OWNERS: ATTN: BEN BULLERT COMCAST CABLE ATTN: WILLIAM STANTON LEE COUNTY UTILITIES ATTN: TERRY KELLEY SUMMIT BROADBAND, INC EXT.261 ATTN: MIKE REBER LEE COUNTY SIGNAL DEPT EXT ATTN: TOM WATTS LEVEL 3 COMMUNICATIONS EXT.2 ATTN: NETWORK RELATIONS LEE COUNTY BOARD OF COUNTY COMMISSIONERS ATTN: MARK FUHRMAN CENTURY LINK (& QWEST) ATTN: CRAIG CLARK ATT ATTN: NANCY SPENCE TECO PEOPLES GAS ATTN: MARIULYN ALOI FP&L ATTN: TRACY STERN SUMMARY OF VERIFIED UTILITIES U-3 4/7/16 3::11 PM C:\Project\ \utils\SBVHUW01.DGN

4 BENCH MARK DATA IS NATIONAL NGVD REFER TO ROADWAY PLANS. PLANS ARE BASED UPON BASE PLANS RECEIVED FROM ATKINS ON ALL P.R.M.'S IRONS AND MONUMENTS SHOWN ON THE PLANS OR FOUND SHALL BE PRESERVED. ANY PUBLIC LAND CORNERS WITHIN LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF ANY CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER WITHOUT DELAY. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO THE FORT MYERS SPECIFICATIONS, ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF THE FORT MYERS IS SUBJECT TO RE-EXCAVATION, REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE WORK. THE INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION AT ANY TIME. THESE DRAWINGS DO NOT INCLUDE INSTRUCTIONS FOR THE CONTRACTOR REGARDING CONSTRUCTION SAFETY. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATION ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE PUBLIC AND THE SAFETY OF HIS PERSONNEL. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS, AS REQUIRED. LOCAL AND STATE JURISDICTIONAL AGENCIES SHALL BE REFERRED TO AND IMPLEMENTED DURING ALL CONSTRUCTION. REFERENCE EROSION CONTROL PLANS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. REPAIR OR RECONSTRUCTION OF DAMAGED AREAS ON SURROUNDING PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WITH NO COMPENSATION FROM THE UTILITY. EXERCISE CARE TO PROTECT THE ROOTS OF TREES WITHIN THE BRANCH SPREAD OF SUCH TREES. PERFORM ALL TRENCHING BY HAND. OPEN THE TRENCH ONLY WHEN UTILITIES CAN BE INSTALLED IMMEDIATELY. PRUNE INJURED ROOTS CLEANLY AND BACKFILL AS SOON AS POSSIBLE. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, FENCES, ETC., WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE ALL AREAS AFFECTED BY THE CONSTRUCTION TO ITS ORIGINAL CONDITION, OR BETTER. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER AND FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. CONTRACTOR MUST MAINTAIN EXISTING ACCESS POINTS TO ALL PROPERTIES AT ALL TIMES. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY DISCREPANCIES IN QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE IMMEDIATELY.. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. ANYTHING NOT SHOWN ON THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN EXTRA, UNLESS APPROVED BY THE ENGINEER AND CITY. 21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TAKE ALL POSSIBLE PRECAUTIONS TO AVOID ANY DAMAGE TO ALL UNDERGROUND PIPELINES, TELEPHONE, CABLE TV, ELECTRIC LINES/CONDUITS AND STRUCTURES IN ADVANCE OF ANY CONSTRUCTION. THE WILL NOT GUARANTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTED FROM THESE PLANS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY OCCUR BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS/HER WORK. 22. THE CONTRACTOR SHALL VERIFY ALL UTILITIES AND PROVIDE AT LEAST 48 HOURS NOTICE TO THE INDIVIDUAL UTILITY COMPANIES, THE FORT MYERS, AND THE ENGINEER PRIOR TO CONSTRUCTION. 23. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION TO UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS, LOCATED BY THE UTILITY COMPANY, OR FOUND IN THE FIELD. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO COMPENSATION FROM THE UTILITY. 24. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE FORT MYERS IMMEDIATELY CONCERNING ANY CONFLICTS WITH UTILITIES/ STRUCTURES ARISING DURING CONSTRUCTION OF ANY FACILITIES SHOWN ON THESE DRAWINGS.. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY GRADES BEFORE BEGINNING CONSTRUCTION. 26. MINIMUM COVER OVER ALL WATER MAIN, FORCE MAIN, REUSE MAIN, AND RAW WATER MAIN PIPE SHALL BE 36" FROM THE TOP OF THE PIPE TO THE FINISHED GRADE. SEE PLAN AND PROFILE S FOR REQUIRED DEPTHS. 27. ALL FRAMES, COVERS VALVE BOXES, METER BOXES AND MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION. ALL VALVE PADS SHALL BE POURED IN PLACE. NO PRE-FORMED VALVE PADS ALLOWED. 28. IF THE CONTRACTOR CHOOSES TO IMPLEMENT APPURTENANCES OR TECHNIQUES SUCH AS TRENCH BOXES, PILING, DEWATERING, FLATTEN TRENCH SLOPES, ETC. TO FACILITATE CONSTRUCTION, THESE ITEMS SHALL BE INCORPORATED INTO THE COST OF THE RELATED AVAILABLE PAY ITEMS AND NO ADDITIONAL COMPENSATION WILL BE MADE BY THE OWNER. 29. IN THE EVENT THAT HARD LIMESTONE FORMATION IS ENCOUNTERED, MAKING IT IMPOSSIBLE TO EXCAVATE TO THE DEPTH REQUIRED UNDER THIS CONTRACT, THE CONTRACTOR MAY BE ALLOWED TO REDUCE THE PIPE COVER TO NOT LESS THAN TWO (2) FEET WHILE MAINTAINING THE CITY'S REQUIRED THICKNESS OF BEDDING UNDER THE PIPE. SUCH DEVIATION FROM THE PLANS MUST BE FIRST BE APPROVED BY THE AND THE ENGINEER PRIOR TO THE PIPE LAYING. IF TWO FEET OF COVER OR MORE CAN NOT BE ATTAINED, THE CONTRACTOR SHALL PROVIDE OTHER METHOD OF CONSTRUCTION OR PIPE PROTECTION WHICH SHALL FIRST BE APPROVED BY THE AND THE ENGINEER, AT NO ADDITIONAL COST TO THE CITY. 30. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE TO READ AND UNDERSTAND ALL PERMITS, INCLUDING ALL GENERAL AND SPECIAL CONDITIONS. AT THE OWNERS OR ENGINEERS REQUEST, THE CONTRACTOR SHALL PROVIDE REASONABLE ASSURANCE OR APPROPRIATE DOCUMENTATION THAT ALL CONSTRUCTION RELATED CONDITIONS ARE ADHERED TO. 31. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE AS AUTHORIZED BY THE. A REPRESENTATIVE OF THE MUST BE PRESENT AT ALL TIE-INS AND WET TAPS. 32.IN THE EVENT THE MAIN IS TO BE CONNECTED TO A MAIN WHICH HAS ONE OR MORE ACTIVE SERVICES BETWEEN THE POINT OF CONNECTION AND THE FIRST EXISTING LINE VALVE, A TEMPORARY PLUG OR CAP SHALL BE INSTALLED ON THE NEW MAIN UNTIL THE PRESSURE TESTS AND DISINFECTING ARE COMPLETE. UPON SATISFACTORY COMPLETION, THE CAP OR PLUG SHALL BE REMOVED FROM BOTH MAINS AND THE CONNECTION MADE WITH PIPE, WHICH HAS BEEN SWABBED OUT WITH A MINIMUM OF 5-PPM CHLORINE SOLUTION. THE CONNECTION SHALL BE MADE AS SWIFTLY AS POSSIBLE AND ANY WATER IN THE DITCH SHALL BE KEPT BELOW THE LEVEL OF THE PIPE IN THE EVENT ANY EXISTING CUSTOMERS WILL BE WITHOUT WATER WHILE A CONNECTION IS BEING MADE; THE CONTRACTOR SHALL NOTIFY THEM 72 HOURS IN ADVANCE OF WHEN THE WATER WILL BE TURNED OFF AND WHEN IT IS ESTIMATED THAT SERVICE WILL BE RESUMED. THESE CONNECTIONS SHALL BE MADE AT NIGHT UNLESS AN ALTERNATE TIE-IN TIME IS APPROVED BY THE. NO CUSTOMER SHALL BE WITHOUT WATER SERVICE FOR MORE THAN 4 HOURS UNLESS SPECIFICALLY APPROVED BY THE. A LEE COUNTY ROW PERMIT WILL BE REQUIRED PRIOR TO ANY UTILITY WORK BEING PERFORMED WITHIN THE LEE COUNTY RIGHT OF WAY. THE ROW PERMIT APPLICATION WILL REQUIRE A LDO APPROVED AND STAMPED SET OF PLANS TO BE PROVIDED BY LEE COUNTY UTILITIES. PERMIT FEES AND BONDING COSTS ARE AT THE CONTRACTOR'S EXPENSE WITH NO COMPENSATION FROM THE UTILITY. A SFWMD DEWATERING PERMIT HAS NOT BEEN OBTAINED FOR THE UTILITY CONSTRUCTION. IF THE CONTRACTOR CHOOSES METHODS THAT REQUIRE A DEWATERING PERMIT, THEY WILL BE RESPONSIBLE FOR OBTAINING THE PERMIT AT NO ADDITIONAL COST TO THE OWNER. SHOP DRAWINGS AND CERTIFICATIONS FOR ALL WATER, REUSE WATER, RAW WATER AND SEWER SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE TO ENGINEER FIRST FOR APPROVAL, THEN TO THE UTILITY FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. ALL WATER MAINS, FORCE MAINS, REUSE MAINS, RAW WATER MAINS AND RELATED SERVICES MUST BE INSTALLED, CHLORINATED, TESTED, CERTIFIED BY ENGINEER OF RECORD TO D.O.H. AND/OR F.D.E.P. AND PLACED INTO SERVICE PRIOR TO EXISTING LINES BEING PLACED OUT OF SERVICE AND/OR REMOVED. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT THE UTILITY AND ENGINEER IN WRITTEN FORM, SEVENTY-TWO (72) HOURS IN ADVANCE OF TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. NO TESTING WILL BE SCHEDULED ON A MONDAY OR FRIDAY. ALL TESTING RESULTS FOR NEW CONSTRUCTION SHALL BE PROVIDED TO THE UTILITY. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE UTILITIES' SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. NO TESTING TO BE SCHEDULED ON MONDAY OR FRIDAY. AS-BUILTS, MEETING ALL CITY REQUIREMENTS, SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER TWO WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED, AND D BY THE RESPONSIBLE PARTY. THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL (X,Y,Z) "AS-BUILT" INFORMATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. VERTICAL AND HORIZONTAL (X,Y,Z) INFORMATION SHALL BE GIVEN EVERY 0 FEET (MIN.) WHEN BUILT AS SHOWN. ASBUILT INFORMATION PROVIDED SHALL ALSO INCLUDE AN ELECTONIC FILE MEETING THE CITY'S ELECTRONIC AS-BUILT FILE MANUAL AND ELECTRONIC AS-BUILT CHECK OFF FOR PUBLIC (CIP) UTILITIES COMPLIANCE. AS-BUILT INFORMATION FOR THE FORCE MAIN, REUSE MAIN, RAW WATER MAIN AND WATER MAIN SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. LOCATION OF ALL VALVES, FITTINGS, HYDRANTS AND SERVICES. CITY VALVE S SHALL BE UTILIZED. 2. LOCATION OF THE FORCE MAIN, WATER MAIN, RAW WATER MAIN AND REUSE MAIN TIED HORIZONTALLY TO THE BACK OF CURB OR EDGE OF PAVEMENT. THE CITY SHALL WITHHOLD FINAL ACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR RECORD DRAWINGS AND RELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT DETAILED FIELD VERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES SHOWN WILL BE REJECTED. NOTE: CONTRACTOR IS ADVISED THAT THEY WILL BE REQUIRED TO COORDINATE WITH OTHER CONTRACTORS WITHIN THE UTILITY CONSTRUCTION LIMITS AND ADJACENT TO THEM. THIS COORDINATION COULD AFFECT STAFF TIME, AMOUNTS OF PRODUCTION, CONSTRUCTION SEQUENCING, SPACE AVAILABILITY, ETC. THESE COORDINATION EFFORTS SHOULD BE CONSIDERED IN THE PREPARATION OF THE BID AS THEY WILL BE CONSIDERED INCIDENTAL TO THE OVERALL UTILITY CONSTRUCTION AND NO SEPARATE PAYMENT WILL BE PROVIDED FOR THEM. UTILITY NOTES U-4 4/7/16 3::12 PM C:\Project\ \utils\gnntuw01.dgn

5 NPW BEGIN PHASE I UTILITY CONST. STA PROP. 8" PVC FM C900 DR 18 CL 0 STA , 58.58' LT 1-8" PLUG PLUG 8" FM FOR STA , 46.42' LT 1-16" 90 MJ BEND (RJ) 2-16" 45 MJ BENDS (RJ) STA , 46.19' LT 1-16" GATE VALVE W/ BOX, PAD, & ID STA , 45.82' LT 1-16"x6" MJ TEE (RJ) 1-FHA W/ VALVE & BOX, PAD, & ID 1" = 50' N HANSON ST PI STA CONST. STA , 6.45' LT 1-24" CAP CAP 24" REUSE WM FOR C905 DR CL 165 PROP. 24" PVC REUSE MAIN C905 DR CL ' 12.00' ' MIN. OUT TO OUT 2239 STA , 44.02' RT 1-16" MJ CAP (RJ) CAP 16" WM FOR C905 DR 18 CL 235 PC STA STA , 44.02' RT 1-16" GATE VALVE W/ BOX, PAD, & ID 2-16" 45 MJ BENDS (RJ) CC CC EXIST WELL 18 Vvh EXIST. FPL ESMT. A STA , 44.02' RT 1-16" 90 MJ BEND (RJ) ALLPIPE JOINTS SHALLBE RESTRAINED JOINTS WITHIN A 0' RADIUS OF EXIST. WELL FOR ANY ADJUSTMENTS TO WELLHEAD EQUIPMENT OR APPURTANCES REFER TO PLANS BY OTHERS EXIST. 12" RAW WM S-721 S-719 PROP. GV EL CAP 16" WM FOR 16" MJ CAP (RJ) PROP. GV EL EL PROP. TEE EL " Pipe 36" Pipe PLUG 8" FM FOR EL " Pipe C905 DR CL 165 Vvh FL FL FL 14. FL 14. (RT) 2-16" 45 MJ BENDS (RJ) (LT) , " 45 MJ BENDS (RJ) , , , UTILITY PLAN-PROFILE (13) U-5 4/7/16 3:: PM

6 PROP. 8" PVC FM C900 DR 18 CL 0 C905 DR CL 165 CONTACTOR TO PROVIDE ADAPTER FOR PIPE MATERIAL CHANGE STA , 5.81' LT 1-ARV STA , 1.00' RT 1-36" 45 MJ BEND (RJ) STA , 60.95' LT 1-8" 45 MJ BEND (RJ) STA , 60.90' LT 1-ARV 1" = 50' STA , 4.30' LT 1-ARV STA END 24"PVC DR CL165 BEGIN 24"PVC DR 18 CL235 POT STA CONST " 45 MJ BENDS (RJ) VERTICALDEFLECTION PROP. 24" PVC REUSE WM C905 DR 18 CL235 HANSON ST. 2-24" 45 MJ BENDS (RJ) PRC STA STA , 6.13' LT 1-24" GATE VALVE W/ BOX, PAD & ID STA END 24" PVC DR 18 CL 235 BEGIN 24" HDPE PE 47 DR 11 PROP. 24" HPDE REUSE WM PE 47 DR 11 PROP. 36" HDPE RAW WM PE 47 DR 11 CC STA , 48.90' LT 1-ARV 7.28' 12.00' OUT TO OUT ' MIN. N PC STA EXIST. 36" RAW WM 4.00' ' A PT STA EXIST. FPLESMT. Vvh 14 EXIST. ARV STA , 73.76' RT 1-36" 45 MJ BEND (RJ) CUT-IN CONNECTION TO STA , 1.00' RT 1-ARV Vvh 13 TO BE PLACED OUT SERVICE AND REMOVED EXIST. FPLESMT. U-3 SUMMARYOF VERIFIED U-5 - U-8 UTILITYPLAN AND U-12 - U-13 UTILITYDETAILS U-9 - U-11 UTILITYPROFILE U-2 UTILITYTYPICAL U-4 UTILITYNOTES U-1 KEY STA , 49.72' LT 1-16" 45 MJ BEND (RJ) UTILITIES PROFILE ROTATE FITTING FOR SECTION EL ARV S-724A ARV S-722 S-723A C905 DR CL165 PROP. 8" PVC FM C900 DR18 CL0 30" Pipe 30" Pipe FL FL FL.00 DEFLECT PIPE TO MAX. 80% OF MANUFACTURERS RECOMMENDATION Vvh 14 DEFLECT PIPE TO MAX. 80% OF MANUFACTURERS RECOMMENDATION FL. FL.30 Vvh 13 FL UTILITY PLAN-PROFILE (14) U-6 4/7/16 3::17 PM

7 TOP = STA , 66.70' LT 1-8" 45 MJ BEND (RJ) '± '± STA , 54.69' LT 1-16" 45 MJ BEND (RJ) EXTEND CASING BEYOND END OF WALL END OF WALLTO END OF CASING PT STA CASING INSTALLATION VIA OPENCUT (TYP.) '± '± CONST PROP. 8" PVC FM END OF WALLTO END OF CASING END OF WALLTO END OF CASING C900 DR 18 CL 0 W/ RESTRAINED JOINTS IN 18" STEEL CASING (0." MIN. WALL THICKNESS) 12.00' 14.00' C905 DR CL 165 ' MIN. OUT TO OUT PROP. 8" PVC FM C900 DR 18 CL 0 PROP. 24" HPDE REUSE MAIN PE 47 DR 11 1" = 50' N C905 DR CL 165 W/ RESTRAINED JOINTS IN 30" STEEL CASING (0.312" MIN. WALL THICKNESS) A Vvh POT STA EXIST.ARV TO BE PLACED OUT OF SERVICE AND REMOVED. HANSON ST. PROP. 36" HDPE RAW WM PE 47 DR 11 Vvh 11 EXIST. FPL ESMT. A EXIST. FPL ESMT S-728B ROTATE FITTING FOR EL BOX CULVERT (GOLF CART) 30" STEEL CASING (WM) ROTATE FITTING FOR TOP OF CASING EL EL " STEEL CASING (FM) TOP OF CASING EL PROP. 8" PVC FM C905 DR 18 CL 0 24" x 38" Pipe C905 DR CL 165 Vvh 11 30" Pipe 24" Pipe FL.60 FL.90 FL.90 FL 16. FL " x 38" PIPE CD-4 Vvh 12 FL UTILITY PLAN-PROFILE () U-7 4/7/16 3::18 PM

8 NPW NPW NPW NPW 14.00' PROP. 8" PVC FM C905 DR CL 165 C900 DR 18 CL ' ' MIN. OUT TO OUT PROP. 24" HDPE REUSE MAIN PE 47 DR PROP. 36" HDPE RAW WM PE 47 DR 11 PILE CONST. HANSON ST. Vvh STA , 57.00' LT 1-16" 45 MJ BEND (RJ) STA , 6.00' LT 1-8" 45 MJ BEND (RJ) ALL PIPE JOINTS SHALL BE RESTRAINED JOINTS WITHIN A 0' RADIUS OF EXIST. WELL FOR ANY ADJUSTMENTS TO WELLHEAD EQUIPMENT OR APPURTANCES REFER TO PLANS BY OTHERS STA , 69.00' LT 1-8" 45 MJ BEND (RJ) TO BE PLACED OUT OF SERVICE AND REMOVED STA ,.00' LT 1-24" 45 MJ BEND (RJ) STA , 1.00' RT 1-36" 45 MJ BEND (RJ) EXIST. FPL ESMT. STA , 46.80' RT 1-36" 45 MJ BEND (RJ) CUT-IN CONNECTION TO EXIST. 36" RAW WM END UTILITY CONST. STA STA , 94.00' LT 1-16" 45 MJ BEND (RJ) EXIST. WELL 16 STA , 67.24' LT 1-24" 45 MJ BEND (RJ) EXIST. 36" HDPE RAW WM RAW WM ACTUATOR Vvh 3 Vvh 6 Vvh 2 Vvh 1 Vvh 9 EXIST. 24" HDPE RAW WM V FMKR FMKR V EXIST. 12" HDPE Vvh 5 Vvh 4 Vvh 7 Vvh 8 STA , 6.38' LT 1-8" MJ PLUG (RJ) PLUG 8" FM FOR STA , 94.00' LT 1-16" MJ CAP (RJ) CAP 16" WM FOR STA , 67.00' LT 1-24" MJ CAP (RJ) CAP 24" REUSE WM FOR FUTURE EXTENTION POT STA ORTIZ AVE. TMKR Vvh 6 Vvh 5 Vvh 4 Vvh 3 Vvh 2 Vvh 1 Vvh 9 NPW NPW Vvh 7 Vvh 8 1" = 50' N PROP. 24" RCP (LT) S-732B S-734 PLUG 8" FM FOR EL..76 EL EL..50 CAP 16" WM FOR EL..50 PROP. 8" PVC FM 24" Pipe C900 DR 18 CL 0 C905 DR CL 165 Vvh EL..76 EL " Pipe FL FL FL FL Vvh 1 Vvh 4 Vvh 7 END UTILITY CONST. STA C905 DR CL UTILITY PLAN-PROFILE (16) U-8 4/7/16 3:: PM

9 TOP 24" REUSE WM CAP 24" REUSE MAIN FOR EL EL PROP. 24" PVC REUSE WM C905 DR CL 165 Vvh PROP. 16" WM SCALE: 1" = 50' HORIZ. 1" = 5' VERT EL " 45 MJ BENDS (RJ) , EL , EL ARV ARV PROP. GV EL TOP 24" REUSE WM TOP 36" RAW WM EL EL PROP. 24" HDPE REUSE WM PE 47 DR 11 PROP. 36" HDPE RAW WM PE 47 DR 11 ARV TOP 24" REUSE WM EL PROP. 24" PVC REUSE WM C905 DR CL 165 PROP. 24" PVC REUSE WM C905 DR 18 CL " Vvh 14 Vvh " MJ BENDS (RJ) , EL , EL , EL , EL CUT-IN CONNECTION FOR PROP. 36" HDPE DR11 RAW WM TO EXIST. 36" RAW WM SCALE: 1" = 50' HORIZ. 1" = 5' VERT UTILITY PROFILE (13) U-9 4/7/16 3:: PM

10 BOX CULVERT (GOLF CART) TOP 36" RAW WM 3' MIN. TOP 24" REUSE WM EL TOP 36" RAW WM EL Vvh 11 18" MIN. PROP. 24" HDPE REUSE WM PE 47 DR 11 18" MIN. TOP 24" REUSE WM PROP. 36" HDPE RAW WM PE 47 DR 11 Vvh 12 DEFLECT 36" RAW WM AND 24" REUSE WM OVER CROSS DRAIN AND UNDER BOX CULVERT DEFLECTION SHALL BE WITHIN LIMIT RECOMMENDED BY MANUFACTURER DEFLECT 36" RAW WM AND 24" REUSE WM UNDER STORM DRAIN DEFLECTION SHALL BE WITHIN LIMIT RECOMMENDED BY MANUFACTURER SCALE: 1" = 50' HORIZ. 1" = 5' VERT UTILITY PROFILE () U- 4/7/16 3::21 PM

11 TOP 36" RAW WM TOP 24" REUSE WM Vvh EL " MIN. 18" MIN. EXIST 12" RAW WM Vvh 1 Vvh 4 Vvh 7 CAP 24" REUSE MAIN FOR END UTILITY CONST. STA PROP. 24" HDPE REUSE WM PE 47 DR 11 PROP. 36" HDPE RAW WM PE 47 DR 11 EXIST. 24" RAW WM EXIST. RAW WM VALVE CONNECT PROP. 36" HDPE DR11 RAW WM TO EXIST. 36" RAW WM EXIST. 36" RAW WM 5 5 SCALE: 1" = 50' HORIZ. 1" = 5' VERT UTILITY PROFILE (16) U-11 4/7/16 3::22 PM

12 UTILITY DETAILS U-12 4/7/16 3::22 PM C:\Project\ \utils\utdtuw01.dgn

$C:\Project\08-0026\utils\utdtuw01.$

13 UTILITY DETAILS U-13 4/7/16 3::35 PM C:\Project\ \utils\utdtuw01.dgn

PHASE II PLANS 7/16/2018

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