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'ROW ..s..,'j' xY.s .1 _ 1.Topographic, information provided by Boatwright Land Surveyors& Curb Inlet PT Point of Tangency LP Low Point _ .. ----1........... - -1 «..tom '.L.qn 4 4i ✓ q�` IW` , L i u '' _ o Richard Miller and Associates ���� a EROSION AND SEDIMENT CONTROL mmmmmmmmInlet PRC Point of Reverse Curve HP High Point y 2. Geotechnical soil borings for the project were taken by Ellis&Associates m ................................................................................................................................................................................................ . CD 1. These plans indicate the minimum erosion and sediment control measures required for NG Natural Grade 9 Mitered End Section PCC Point of Compound Curve Q � 3. All work shall be performed in a safe manner. All safety rules and guidelines of this project. The contractor may need to install more erosion and sediment control measures. ........'ll""I'lI..............................11,.,.'ll""I'll""....,.l',.,.................................................. ................................-.......... ....... ..........._.................................................................................................1.1.........................I............................ E O.S.H.A. shall be followed.The contractor shall be wholly responsible for any injuries For additional information on sediment and erosion control, refer to"Florida Fire Hydrant PI Point of Intersection S. Slope m th State .....................................""I...................-...............................................,_... .....,""I'll".............._. 11...... ._111.1-11.....................:....................................................................,-",......."",*........................................................................................................ .......................,...............__............................................................................................................................................ to his employees and any damage to private property or persons during the course of Development Manual A Guide to Sound Land and Water Management fro e CD this project. of Florida Department of Environmental Protection (FDEP)Chapter 6. Contractor Water Meter PVI Point of Vertical Intersection PVC � Polyvinyl Chloride . . ............... ......................11--.....111_.....----......----........................................................................................................................---------....---------...............-..........................................................................-------...........................................................................__....._..._1111..... shall provide erosion protection and turbidity control as required to ensure conformance ............................................................................................................................................................................................................... 4. The contractor shall be responsible for visiting the job site prior to preparing the bid to state and federal water quality standards and may need to instal;additional controls to RCP Reinforced Concrete Pipe n r h n ractor shall �� Backflow Preventer VC PVI Vertical Curve Point of Vertical Intersection PCn �. r h violatio occu s t e co t f rm n i r irements. If a Ovate ua ......... ............. ................ con o to a e c es e u .� � � � Y C for the purpose of familiarization with the nature and extent of the work and local 9 q quality conditions,whether surface or subsurface,which may affect the work to be performed, be wholly responsible for all damage and all costs,which may include VaIVe RP Radius Point ERCP Elliptical Reinforced Concrete Pipe o Z and the equipment, labor and materials required. Failure to do so will not relieve the legal fees, consultant fees, construction costs and fines. ........................ ...... ...........................11--L,................,...."".ll,.,..,......'ll"I'll'..",.,.,,..11,",...I...............",............"............................ � contractor of complete performance under this contract. The contractor is also urged Z - Z DIP Ductile Iron Pie 0 Sewer Service R Radius J C . . . Se a Se CO O ......................................................................................................................................................................................... i..............."I'll....................","'ll""I'll""I'll",'ll""I'll""I'll",'ll""I'll"1-11,111,111,111,1111.l""I' .. _ to take color photographs along and within the project limits to record existing conditions 2. Forty-eight(48)hours prior to commencement of construction the contractor shall submit ......................�......... ........................................................................................................................_............................................................... ....... . � Q N prior to construction and to aid in the resolving of possible future complaints that may a" Notice of Intent"to the EPA in accordance with the NPDES rules and regulations I VCP ' Vetrified Cla PI e Cased Pipe A Arc Length Y p 2 U U occur due to the construction activity relative to the project. _............................................... a o N 3. Prior to commencement of the construction and excavation activities, the contractor shall perform -..-..-.--.------.--.--.- Right-Of-way Line T Tangent Length HDPE High Density Polyethylene Pipe mCD 11 5. The contractor shall review the geotechnical report regarding possible unsuitable groundwater testing in accordance with the Environmental Protection Agency Federal Register, ..........",........... 1-1......11-..........._...,..1.1.'ll,.'ll"".ll............................................................................................................................ Pa a 42739, Part 1A3 to determine pertroleum contamination levels. The contractor shall be .-._._._._._._._._._._._._._._._._. � MES ' Mitered End Section SN materials on the site. 9 Lot Line C Chord Length ............................... r tdischargen roundwater res responsible for obtaining the NPDES permit, if required in order o a ...._.._ 1111............ g P 9 P qY9 .. 1111. 11,11. ; 6. For boundary, roadway and building geometry, please refer to engineering site plans. encountered during construction and for dewatering operations. -••-•R-••-MO-•O-••-•N-••- Boundary Line CB Chord Bearing EMES Elliptical Mitered End Section It is the contractor's responsibility to verify that the dimensions shown on the architecturalof Lu W plans agree with the dimensions shown on the engineering site plan. If any dimensions 4. The contractor is responsible for following the best erosion and sediment control practices as ------------------------- Centerline STA. Station TOB Top of Bank a . . . . ..........__....._........ do not agree, the architect, engineer and owner shall be notified and the dimensions outlined m the plans and specifications and the St.Johns River Water Management District " ........ adjusted prior to construction commencement. specifications and criteria. 13+00 NWL Normal Water Level Stationing RT Right `1_ ..-.......__............... o 4- -111-1111111111111111-11111... ...................:...................................................................................................................................................................................... N 1 1 7. The contractor will engage an independent testing laboratory to perform material and 5.The contractor is responsible for following the best management erosion and sediment control practices �_ Sign LT Left GB Grade Break °' rmanagementi ri rmi . o w dstct permit.h applicable ate lin in h plans, specifications and the a cab e as outlined the a s s ec a soil testing in accordance with the city or county and state requirements and in agreement P P PP with the recommendations outlined in the geotechnical investigation report.This shall include Street Sign VC Vertical Curve BOT Z Bottom . . . . . . . . ....................... II wetland r where there nt o a wet a d a eas I I adjacent t shall be aced . Erosion and sediment control barriers s a fi os l t inP 1 trenches oda ed .. sand in all utility m nt reas and buildingad II vee a density tests in a a P pavement areas. Prior to placement of limerock,the project geotechnical engineer shall make is potential for downstream water quality degradation. X-�--� X Fence MH Manhole INV. Invert z ...111"....................................................................................................'..",".,..,...,.,.,.,,..,.,....,..,..,...................... ...........................,-................,.........,.",,..,...................---.. ..............-.................................. ...............,.,...,..,....,..,............,...,...................... ............-..................... ............................................ ................... .................................................................................. ........................ m recommendation for the placement of underdrain. Copy of recommendations shall be I Curb Inlet provided to the City of Atlantic Beach. 7.Any discharge from de-watering activity shall be filtered and conveyed to the outfall in a manner Gate C EL. I Elevation 11 which prevents erosion and transportation of suspended solids to the receiving outfall. ........................... „,_ .1............11............. .......... .............. ....................................... ...... .............................................. 8. Asphalt shall be spread only where the limerock base has been previously prepared, is Silt Fence CS Control Structure Ac. Acre(s) consumptivese ermit ' i f th t whi h requires a u the ac o a c . Dewatering. um s shall not exceed a ca ..... ........................................................................................................ ........................................................ ...............................................................�................_...........................................................................................................�.......................... ................................,............................................................................................................................................................... intact,firm, clear of debris, properly cured, dry and has passed density testing. The asphalt 8p p p typ shall not be spread unless all weather conditions are suitable for the paving process. . from the governing water management district. 2 Contour Line CO Clean Out N.T.S. Not to Scale ............._1. .........................................................................."I'l"I'll""I'll'll""Il..,,,.Ill""I...,,.Ill""I'll""I'll',1-1.. .. .... ............_.................. 9. The contractor is responsible for providing a smooth asphalt coarse layer, uniform 9. If dewatering capacity requires a consumptive use permit(C.U.P.), it shall be the contractors Curb and Gutter YD Yard Drain BOC Back of Curb . . . . . . .. . . . . . Iver Water Management District. texture and shape with positive cross-drainage to gutters or swales. Ponding (bird baths), responsibility to obtain the permit through the St. Johns R g ................................................................................................. 1111... ............................................................................................................................... .............. rutting, uneven asphalt, roller marks,tire marks,foot prints, spilled fuel,foreign materials Curb YP Yard Drain Pipe EOP Edge of Pavement Q? rid of OD and/or grass The contractor shall be responsible for establishing a permanent stand S 10. T e g ..................................................................................................................................................................................................................................................._............,.................................................................................................................._.............................................................................. 111:1.. .. or deficient pavement thickness in the asphalt will not be accepted. P 9 P , per FDOT/City or County standards and meeting the NPDES final stabilization requirements. • -------------------------� Drainage Divide DP Roof Drain Pipe F.F. ' Finished Floor Elevation .0 _.. �..�......._.._....�_.....n..._. ...................""I'll"........................................... ...............11.111_111111......................._,--..............-",,'ll"I'll"I'll,'ll,'ll"I'll""I'll",'ll"Ill"....................... O C� 10. All work performed within public rights of way shall comply with the requirements 11.All disturbed areas shall be grassed,fertilized, mulched and maintained until a permanent vegetative of the authorities having jurisdiction. g P g Wetland ST Structure ,�` N/A Not Applicable _ -� .� �„ cover established.s estab s ed public rights-of Ova with their respective -- __ a w AB AS Built N > U 1111 1111.. 11. The contractor shall coordinate all work within pub cy p Flow Arrow P Pipe Z L. z ensure water quality protectiontoe sue ate -----...............----..----....----................ ...."I'l."I",........,-,--ll,-.Il...................""'ll""I..........1,11,,,,..,,..................1111,.11-1111-.'ll".......'ll"......l""I'll",."l- of traffic and the means and methods of construction 12. Sod shall be immediately placed in areas which may require immediate erosion q y ...................................................................................................................................................................................................._......................... .................................,..................................................... ... � � w governing agency for maintenanceif and repairs. standards are maintained. Handicapped Parkinof Gate Valve D N Down W 6%, g GV < shall be responsible for obtaining all necessary construction permits and 13.All disturbed areas to be stabilized through compaction, silt screens, ha bales and grassing. J 12. The contractorp g ry p g P Y g g• � ► ► � ► ► Tc Path MJ Mechanical Joint EX. Existing � Q Y k olid sod. ............................... a .1 r r receive staked s o ........................ .......................................................................................................................................................................................................................... , insurance requirements for the project including. coverage under federal and state NPDES All fill slopes 3 o steeper to eco e permits, governing city or county and state right-of-way and/or easements permits, and . . . RJ Restrained Joint LF Linear Feet W rk shall done in a manner to minimize water turbidity and pollution. ................................................<.........",.......""I...................................... ............................................ ............ IIexcavationsn rthwo s a be permits associated with the clearing and demolition activity. 14.A and ea y p o Discharge shall be controlled and rerouted through hay filters, siltation diapers and sumps. The contractor FJ Flanged Joint R/V1l Right-of--Way o R, II i nin ferosion n w t r pollution _................................................................................................................................................................................... 13. AS-BUILT drawings are required to be signed and sealed by a Florida Registered shall be responsible for the prevention, correction, control and abatement o and a e po o z Land Surveyor. Therefore it shall be the contractor's responsibility to engage(employ)a accordance with Chapter 17-3, Florida Administrative Code. Q Land Surveyor registered in the state of Florida for the preparation,field locations, 0 Y 9 P P z certification and submittal of"AS-BUILT"drawings in accordance with the current 15.Additional on-site protection must be provided to ensure that silt is not permitted to leave the Z standards as established by governing local and state agencies. It is the contractor's project confines due to unforseen conditions or accidents. Lu responsibility to process the"AS-BUILT"drawings for approval. As-Built drawings must contain all required stormwater system information per SJRWMD Applicant's Handbook: 16.Wire mesh shall be laid over the top drop inlet so that the wire extends a minimum of 1 foot SURVEY BASED OFF VERTICAL DATUM NAVD-88 Regulation of Stormwater Management Systems Section 18 beyond each side of the inlet structure. Hardware cloth or comparable wire mesh with 1/2-inch z openings shall be used. If more than one strip of mesh is necessary,the strips shall be overlapped. V � 14. The project contractor shall coordinate their construction activity with other FDOT no. 1 coarse aggregate shall be placed over the wire mesh as indicated on detail. The contractors in multi-phased projects or projects where common right-of-way or depth of stone shall be at least 12 inches over the entire inlet opening. The stone shall extend inlet t enin at least 1 inches on all sides. If the stone filter becomes clo ed with �� _ infrastructure improvements are to occur. In the event of any conflicts whatsoever, beyond the n e op g 8 gg U i_ the contractor shall notify the engineer and owner riot to proceeding with construction. sediment so that it no longer adequetely performs its function, the stones must be pulled away fY 9 P P 9 from the inlet,•cleaned and replaced. 0 15. All areas to be filled shall be cleared and grubbed in accordance with local governing agency requirements and shall be filled with clean structural fill compacted 17. Bales shall be either wire-bound or string-tied with the bindings oriented around the sides rather V z° and tested in accordance with the geotechnical investigation report. than along the top and bottom of the bales. Bales shall be placed lengthwise in single row surrounding the inlet,with the ends of adjacent bales pressed together. �_ �"� o 16. The contractor is responsible for protection of all survey and property monuments. r the contractor shall engage the surveyor of record to reinstall 18. The filter barrier shall be entrenched and back filled. A trench shall be excavated around If a monument is disturbed, y a3 0 �:! - the monument(s). the inlet and width of a bale to a minimum depth of four inches. After the bales are staked, 0 theexcavated soil shall be back filled and compacted against the filter barrier. Each bale �� 17.The contractor is responsible for proper off-site disposal of all debris resulting from shall be securely anchored and held in place by at least two 2"x 2" minimum wooden , stakes or two#5 minimum rebars at least 3 feet driven through the bale. The first stake in U - construction site. g each baleshall be driven toward the previously laid bale to force the bales together.. 18.The contractor shall remove all excess suitable and unsuitable material from the site Loose straw should be wedged between bales to prevent water from entering between bales. unless directed otherwise by the engineer or owner. , 19. Close attention shall be paid to the repair of damaged bales, end runs and undercutting beneath bales. 19.All existing trees to remain shall be preserved and protected per the Landscape and Tree Protection Regulations of the authority having jurisdiction. 20. Necessary repairs to barriers or replacement of bales shall be accomplished promptly. i V 20. Burning of trees, brush and other material shall be approved, permitted and 21.Any sediment deposits remaining in place after the straw bale barrier is no longer required shall be C coordinated with the governing city or county. The contractor is responsible for dressed to conform to the existing grade, prepared and seeded. N 0 obtaining this permit. d dr- 22.All erosion control devices shall be inspected immediately after each rainfall and at least daily during W - o 21.The location of existing utilities, structures and improvements shown on the site prolonged rainfall. Any required repairs are the responsibility of the contractor and shall be made immediately. '� A c engineering drawings are based on limited information and may not have been field N ' M verified.These locations are approximate.The contractor shall notify the respective utility 23. Should the fabric on a silt fence or filter barrier decompose or become ineffective prior to the end 3 V M N = c owners and field verify locations of existing utilities and other improvements prior to of the expected usable life and the barrier is still necessary,the fabric shall be replaced promptly. 32 W W � . commencing any construction. If the locations and or elevation shown on the plans w -v '`� '- are contrary to the actual locations,the contractor shall notify the owner and engineer 24. Sediment deposits should be removed after each rainfall. They must be removed when the level of A c , 3 of the discrepancy immediately. The discrepancy should be resolved prior to continuing deposition reaches approximately one-half the height of the barrier. bN w U. c with construction. O C •r 41 Cc 0 25. Sediment shall be removed and the trap restored to its original dimensions when the sediment = c A-5 22. The contractor shall exercise extreme caution when working in areas near existing has accumulated to one-half the design depth of the trap. Removed sediment shall be deposited in _ y �r utilities and improvements and shall be responsible for and shall repair or pay for all a suitable area and in such a manner that it will not erode. DI . to 0 � o ev " � damages to existing utilities or other improvements to the owner and/or Utility's satisfaction. 26. The contractor is responsible for removing silt from site if not reusable on-site and assuring 23. Prior to commencement of any construction,the contractor shall verify all grades, plan alignment and grade in all ditches and swales at completion of construction. inverts and type of material of existing utilities to which a connection is proposed. I . 27.The site contractor is responsible for removing the temporary erosion and sediment control 24.The contractor shall submit shop drawings to the engineer and local governing devices after completion of construction and only when areas have been stabilized. agency/FDOT(if required)on all materials,for review and approval, prior to purchase • or construction of any utility or stormwater system. 28.All dewatering, erosion, and sediment control devices to remain in place until completion of a construction and shall be removed only when areas have been stabilized. 25.All pipe lengths are scaled dimensions. All drainage structures shall be constructed to conform with typical sections and details as shown on the paving and drainage 29. The contractor is responsible for the removal of any sediment that leaves the site and changes any details sheet and in accordance with the FDOT standards and specifications(latest downstream conditions by raising channel bottoms and/or clogging outfall culverts. revision)and shall be constructed to conform with curbing, property lines and low points as shown on the plans. 1 30. Contractor shall insure that all drainage structures, pipes, etc., are cleaned out and working properly at time of acceptance. 26.The contractor shall insure that all drainage structures, pipes, etc.are clean and functioning properly at the time of acceptance. 31.The contractor shall pay for any water quality control violations from any agency that results in fines Scale: N/A being assessed to the owner because of the contractors failure to eliminate turbid runoff from leaving the Project Manager: 27.All drainage structures in paved areas shall have traffic bearing grates. site and raising background levels above existing background level. A.Acree 28.All drainage pipe joints are to be completely wrapped at the outside joint with either 32. The contractor is responsible for daily policing and correcting all the areas requiring erosion and sediment Designer: - a woven or non-woven filter fabric. control) measures. Additional measures may be required and is the immediate responsibility of the contractor. Drawn by: - Certificate of Auth: 7298 29.All inverts in drainage structures are to be precast or brick with a layer of mortar between each layer of brick, or redi-mix concrete with#57 stone. 30. Unsuitable materials under water pipe, sewer pipe,storm pipe or any structures shall be removed and replaced with structural backfill and properly compacted. 31. The contractor's 24 hour emergency contact phone number must be posted and clearly visible at the site. 32. Construct min. 20' underdrain stubouts each way of all storm inlets within pavement. -- Project No.: 12210 33.All stormwater treatment facilities(wet and dry)are to be maintained by the Country Date: ® Club and/or Homeowners'Association. June,2013 Sheet No.: 2 CURVE TABLE CURVEILENGTH RADIUS : BEARING CHORD ; DELTA TANGENT C1 20,24' 100.00' N4800415611W 20.21' 11'35'48" 10.15' T W C2 34.45' 100.00' S89034'16"W 34.28' 19044'25" 1 17.40' CD Q4 C3 60.76' 175.00 N89038'53"E 60.461 19053'40" 30.69' 0 low T- U) CN 01 It 5 .. .......... U) C4 70.34' 445.0 N84055' 8 70.26' 9003'22" 35.24' MATCHLINE SEE SHEET 11 ........ ... ..... C5 199.39' 675.00' S04009'50"E 198.66' 16055'28' 100.42' .. . .... 86 0 87 88 C6 60.90' 675-00 SO 1 042'50"W 60.88' 5010'08" 30.47' 121 z............... -,H DICAP RAMP PER co C7 S06044'54"E 11 045'19 ............ 89 INTERSECTION 138.49' 675.00' 138.25' 69.49 C_� A - - ____ ___ I-- - ............................. ----------------------------------------------- ADA STANDARDS TYP. S TA. 30+61.21 .............. C8 40.21' 175.00' N0600236"W �O.12' 13009'55" -PROPOSED LIFT 20.19' :X: ........................................................ STATION LOCATI, STA. 16+40+80 6N� C9 21.93' ....... 21.97' 100.00' S82049'30"W 12035'21 11.03' 1 ...... ...... ........... X-X PANDICAP RAMP.-PER N82049'30"E 21.93' 2 11.03' C C10 21.97' 100.00 1 035'21 M : 122 % iADA STANDARDS TYP ................ 75.34' 125.00' N 1 2058'03"W 38.85 C11 74.20' 34031'55" ............... W ... 30"..R ............ ------- ........ v ........... C12 228.80' 210.00' S00058'46"W 217.65' 62025'35" 127.25' C13 200.74- 210.00- S04048-27"W 193.19' 54046'13" 108 78' ...... ..................................... 115' R r ------------------------------------------- I-W U) ------------ "E 28.04' 7039'21 14.05' PEDESTRIAN CROSSWALK ...................................................... 0 C14 28.06' 210.00' S26024'20 15' R 4 PER%ADA STAN DARq5.(TrY,- z 31-58" 18010'04" 15.99' 30' R ....... C15 31.71' 100.00' S76030'23"W 14+00 ......... X 1000215011 28.57' ONE WAY SIGN 100"E 56.92' 1 - _J-- L L L L L % & . - ... C18 56.99' 325.00 N80034 .............. ..... 13 0 4 4 E S03051'12"W 85.57' 28018'16" 44.13, 12 .......... m � 123 -- J: 0 C229 86.45' 175-00' 7' (D 5P;3b�zo'VV :X 0 1+400 -24" STOP BAR, co C230 34.47' 475.00' N 12*22-41 low 34.46' 4009'29" 7.24' 11"19 < cc 4' BEHIND 364,63" .5 a) 5w S850352 ........ 5' (D .......................................... ............. CROSSWALK' ......... U) CL1L L I LE ................ -------------------------------------------- m in ............ ............ §�TBAC �(TY ...................... '. I ­ / L P/ rl.lil!-�*.fiili .......................................................... L4 --------- ------ ......... (a c ...................... ...................... ..................... .............. ....... ...................... --------- ............................. X DISTANCE ....... ............ CDP ....... ....................... ......I.............. ....................... LINE DIRECTION ....................... 21 150 -C14L ....... ................ I.......... ... ......... ............ INTERSECTION L.L 27.70' L1 S79042'03"W > ... ............... .................. 124 36 x36" STOPVG.N (R1-1) 0 ............ TION DO NOT STA. 12+86.2( A .......... 9 .................. L3 N89 071 011E 2.98' INTERSEC 30' R .......... > .......... ENTER SIGN STA X; .1.......... (D 0 (D STA. 10+00 00 1 ......... ui L4 N67"25'21"E 9.22' 118" MIAMI CURB ....... 0- a: (L STA. 22+22.82 EL.=10.05 PEDES RIAN CROSSWALK-% ................................................................... HANDICAP RAMP PER AND GUTTER TYP. X-X-X-:-X-:-X-X- -------------------------------------------------------- PER AO�"STANDARDS (TYp1 .`J____-----­­-'_­' ....... % -ADA STANDARDS" TYO ....... ............................................................... CY) C1 4' SIDEWALK T yp: X ................. lq�r C) Al CIN 151 149 ...... �� 125 Z Z ............ PEDESTRAIN CROSS ...... 8 WALK PER ADA STANDARD$-,,(TYP.) 18" MIAMI CURB 148 ...... 147 ...... ............... ...... AND GUTTER TYP. .......................................................... 146 ............ X. ........... ........ ...... ............... ................ ................... ................... z ........... 145 ---------------- ui I ------------ ........ 41 qI DEWALK TYP...... ............................................................ 144 ........................................ ------ ---------- ................ `152 .............. ---------- 143 ......... . ........... -----------L------------- . ............. ....................... ........ ...... . . ..... X-X-X-X ........... ................ ------ -Al ...... .................. .......... ......I 5' SIDEWALK TYP. -X T '153 . .... -------------- ...... ......... gg g ----------- :126 7 XJ 0 ....... 10' REAR YA 18" MIAMI CURB ............................. I : 141 ETBAL TYP Eli AND GUTTER TYP. ra < ....... C) . ...... ................ ................... ........... ............. .......... -M iM --------------------------------------- ITY EA < ..........%. .......................................................... C) ............. ............ .......... :127 z z 6 ............ `155 .. ................. L : ----- a) -- --------------- ------ .................. ....................... ............ Cu W Xx + E ------------------------------------ ----------- 04 0 ....... ------------------------------4---------------------------- SWMF-3 154 z x . ...................................................... ui ............ ..................... TOB=9.00 NWL=5.00 LL ----------------------- ui ............. 0 :128 ............. .0 1'. .............. 139 140 ........ ui ... .. .. p! F R DRAINAGE 5 ............................................. X ...........: 1 11 1 i AND U X ......... ............................ .......... .................... . ...................... ..... 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At�IDARDS TYP. ' •' � • PER ADA ST _. \\\ ��a Awa\ •`• •/ •• , , �\\\\ \ \\\ .. 36"x36" STOP SIG (R1-1) �,\\\\ PI STA 12+82.66 ,\ -.---'' " •• o' i s o �0 20 . - `... _ PEDESTRAIN CRO SWALK Project No.: 12210 y\ \\`\`\ • PER ADA STANDAR S (TYP. � Date: \\\\ `...\ \,\ .\.,.�,\o � ;...��.,.., June,2013 �; �.. .� �", .�, `` � -...,....,..,....,...�..".. ,*� Sheet No.: 14 `��� a • # NOTE:NOTES: MAX 2% CROSS SLOPE IN ALL ADA ICROSSWALKS 1.REUSE FLUSHING HYDRANT,$HALI,,13��,',,AN IUNDERGROUND FLUSHING SHALL METER VAULT MARKED"REUS BE COLORED PUR%.E PE -28 R J Ek, LA V S;TANDAR' w I dm AND CITY OF ATLAWIC BEACH INN B OR VALVE AND METER BOX.IFRAT TWp_��q MAINTAIN 5'SEPE ION BE IMAIN AND R CL EUSE MAIN.CL IfE 81, PVC I:) APPROXIMATE LOCATION OF WATER MAIN 6"WATER MAIN FROM CITY GIS INSIDE R/ FUTURECONNECTION.REUSE:1 w8"X TElt, MEN CONTRACTOR SHALL VERIFY AND --1-8" PLUG Z% 1,31 CORR T 0 Pl VAIL KILL IN TH SAREA NOTIFY THE ENGINEER OF RECORD A NIL OF ANY DISCREPENCIES PRIOR TO SE $us Ilk &O Cn lETER U BEGINNING CONSTRUCTION E T& 2-8" M.J. E -WE,4TE 1-8 4 LOW 450 BEND I 3p, z :5 L) 22.50 BEND w E-VAL E 0 f AL V t: Ox k w "1 4,?&1-81 GATE VAL BEND ............ Ilk �5 W1 0.1. VALVE BOX w .4%Cn L-J u J Cn w 7 7wV14pJq1r$q1y4,JLQ C1 w TYPE `-1-6X6"TAPPING SLEEVE UNDER AND VALVE ER MAIN > VVA I 1-8 L3,1 V PLUC` ell 2-8"M:JLX uJ PV 4 END 40 �w 8, ......C DR,1 A I �36 MIN COVtK _KW A co Cn IINS!D E R/W ...............4 "REUSE SERVICE VC DR25:­:­WE R L C9 T OVE R STO US EMA[4��............ ..........11 M................ 8%4":MA TEE GATE VALVE:.w . 6 1.2 VALVE DVA L�M I z 8 �E:N D: -8!'1 1 BLL 2 4%4, 2 MI :BEND:45 1-81 M.J.22.50 BEND l --------—-- — ........1-8"X 6"TEE 41 ......................1-6"CORP ST P ....... .... .... 1-8" M.J. TEE USE SE ............1-6" SENSUS OMNI TOUCH-REA -8"GATE VALVE 3. ................M ETER WNAU LT I .......... W1 C.I.VALVE BOX 1-6" GATE VALVE 1-8" M J 450 BEND W/C.I.VALVE BOX A IL 1-8 V N............ N V 4 ui 11.250 BEND z ................... w ca lk w Q_ 1-8"X6"TEE Cu ui 1-6"GATE VALVE W/C.I. VALVE BOX U) w I1-900 BEND 0 1- FH ASSEMBLY z -8" MJ.PLUG 1-8 1-8 1-8 1 1.250 BEND 1- FLUSHING HYORANT 11.250 BEND 11.250 BEND z 8" PVC DR25 z REUSE MAIN 0 U) OINT 5' INSIDE R/W RETAINING WALL z FUTURE CONNECTION P W DESIGNED BY OTHERS WHEN REUSE WATER IS A WA AVAILABLE IN THIS AREA 4 R z IuJ Co co z F-Z z z U) w 0) U)uJ F- xm 15 xm 15 _J I 0 .......... ...... .............. ...... .................................. ........ ----- ... ....................... ........... ....... ................. ------ ................. .................. z > >LO C) 0 < 0 0 CD uJ U- VONA uJ w w a- It F LL 0 ZCD LO co U) L)LL + u- + 14 co W C)+ C) + N+ C) cle)14 + q + 0 .... ........... ..................... ........... ............................................................. ...... ......... ......... .......................... ...................... 0 w 0)0 Z uJ o6 z 000 Z w o6 0 z w 0 0 a6 c6 Z Lf) z Z 11 0 0 0 0 0 0—i 13 Cn w w w 1 3 U) LL q:w U)w 0 w U)w w ..... .0 ­L L I .................. ................... ..................................... ........... ........... ................... ............. ...... ........... ................ ...................... ............. ................................................ ........................................................................... ............. ...... ..................... ..................................... ................................ ..................... ................................................... .............................. ......... UJ(n w 12 12 ....... ...... ......... ................ ..... ........ ................. ......................... ............... .......................... ...... ................................. ................................... ............................. ..... ............. ......... Z uJ CD in........................ ...... ...... ---------- ............. ................... ............ ...................... ............ .............. ............................................. .......... .................. ...................... ................ ....... CY)co w lot 10 S-=0.67% 10 .................... ... . ...... ... ................. .............. ............................ ...... ................. ...................... . ..... ... ........ .................. ........ ............. ..........UJI C4 Cn co s 0 9 9 Z9 w ................................. ...................... ..... ...................................... ............. ..... ...................................... ............... ........ ...... ............. ................. ......... .................. ...... ...... ..... ..... ..................... ............................................. .................. ........................................ S.-=O-.33%L U) ................. ................................... w mc Cn m w CM 0 S-=O 64%z E C4............... .................. ........... .......L ............. ................-------- ................ ...... .............. . ...... .......L ...... .....--------­-------------­--- .......... ............. ..............L, ................ ... ............... ............ ............ ......... .......... ................. UA) 10 4.:0..................< LL...............................7 2 .......... ................. ......... .................. ......................... ...... ...................... ......... ........... ..... ......................... ......... ........ ........................ ........ ...... ................. ................ ................. .............. .............................. .................... .................................. 0 0 .................................. LK................................ MAX. 2% SLOPE IN ADA CROSS WA r>................................... _'W.................. ................................. ....... ....... X I S................................. .................................................... 0 6 .................. ..................................... ............... ...... ---------- .......... ------ ....... ......................... ...... .................... .................................... ........................... ............................. ........ ................. 40 w................... ................................... in 0.......................................... WATER MAIN AND a Lp Cc ............................................... ....................... .......... 'WA.. ...R MA,N X S 6"......................8"WATER MAIN AND .............. .................................... REUSE MAIN DEFLECTION......................................................... 5 ....... ...... ...... ...8"REUSE"MAIN 5 . ................... ................. ......... ...... . ...........------ ................................ ............. .......... ...... ............. .............. ......... .......................................... .............. ................ ............. .. ..... ................. .. ................... ............................... .......... .................................. ....... ........................ ......... .................. .................. 2E G 0 ..........8" REUSE MAIN 4 \\-8"WATER M ...... .............. ................ .............. .................. ................... ............... ... ............ .................................................................................................................. ..................................................... ........ ............ .... ....... ........................................................................... ....................................... ... .......... --------------------- .............................. .......... ............... ...............3 ................ ............................ .............. ........................................ ............. . ..... ..... ....... ...................................................... ................................................ ............. ........ ...... ............. .............. ...... ......... ............. ............ ....................... ...... D.................... ....... . ..... ...... ................................... ........... 8 WATt MAIN:AN 6"WATER MAIN 8" REUSE MAIN 2 2 ....................... ........................ ............... ......... .................. ......................... . .. .... ...... ... .............. ................................................................ ................ ...... ...... ......................... ........ ................................. .............. ........................ ..... ........................... .................. ......... ................ ...................... ......................... ................................................................................ .... ....... ................................ ......................................... ........ M J-4 -8" MJ 2 450 BEND 4" REUSE MAIN 450 BEND........................................... ......................................................... ............ ....................................................................................................... ........ ....... .......... .................................. .......... ........... . .......................... ...... ...... ......................... ................................. ....................................................................... .......... ........... .........:. ....................... .... ....... 8- REUSE MAIN Scale: 1"=20'H 1"=2'V 36" RCP 0 Project Manager: .............. ............... .......................... .......................................................... .................................................. ....... ...... ...................... ....... .............. ....... ............................. ....... .... ............................................................ .. ........ .......................... .. ............ A.Acree Designer: C.Johnson .............................................................. ............ .................................... ....... ....... ... ................................................................ .......................................... ........ ....... .......... ............ .. ........ .................................................. ....... .............. ...... ........ ................. Drawn by: C.Johnson Certificate of Auth: 7298 —2 ................................... .................................. ..................... .. ................. .......................... ................................................................... ................................. ------------ ......................... ........................ .............................. ...... ..................................................... ...................................... .......................-------- ........ ........ ... ........................................... .......................3 ................................... ................................................................ ......... ......................... .......... ........ ............ .......... .......... .......................... ........ ............................................... .... .... ............... .............. ------ .......... ....................... ............... .......................... ............ ....... ............. ..................... ........... ......................... ......................... .......................................................................... .................... .................. ......... ................... ............. . ................................... ................................................... ......... ........................................... .............. ..................... 50 1'o �o *5 Project No.: 12210 ........................ ....... .................. .. ....... ...... ..................................... ......................... ................ .................. .................. ............................ Date: June,2013 14+00 13+00 12+00 11 +00 10+00 Sheet No.: 33 E -X X-x. x % 04 NOTE: .......... ... :::::........... X. .......... 8 ... :9 MAX 2% CROSS SLOPE IN ALL ADA 66 ............... ........... CROSSWALKS X- X %X" M.J. CD x &,l-8 ............ ........... z JK X\ X1, 222.50 BEND z CO) .....KZ: ......... X ........... 0 lip' WC14 ..... .......... .. . R Q ........ $ CL . ........I ............... 'iw OW 14 108 LF OF 8" FUSIBLE PVC X. :XXXX�X:�- E DIRECTIONAL DRILL .. .......... . ... YINSIDE R/W 0) E 4b CP 0 T (n tit a) N (D 0 z 0 M 0 CL ca U_ a- Cc: U) U) _0 (D tS C) (D tm a)CN 2" PVC(SCH-40) A4 Cn M.J. 1 8 1,-8 WATER MAIN a) 11.250 BE CL 11.250 BEND C> 1-8" M.J./4^\ (D > 22.500 BEND a) S-1 C ............... MH 6-, 8" PVC DR 18`11 TYPE STA. 17+75.00 (4 WATER MAIN ' co m cn cn TOP EL.=10.60+/- & INSIDE R/W", C) 0 C) CD a) M C� C� C� C� INV. EL.=4.30 (0 (m C"i 1-8 J. 108 LF OF 8" FUSIBLE PVC 22.50 BEND 8" PVC DR18 C) 1-8"X 8" TEE DIRECTIONAL DRILL WATER MAIN -8" GATE VAL 3 V4 3' INSIDE R/W LF OF 8" PVC 5' INSIDE R/W -V 1, ALVE SDR-26 S.=0.40% W/ 13OX 0 m C%J z ............. ... ........... ............ ............ -------- WATER METER 6OX,VALVE, ...... 1-2 ............. P,AND BV .-PER CITY OF ATLANTI 11.250 B END 7777 -8 qEACH'STANDARDS A4 0 f11.25 1-8 11.250 BEND ............ co ..... ............ 4 ....... ................ S-2 BEND M H 7 .............. 1 8 +0 UJ M J ...... 11.260 BEND z 1-8m MJ CU -8, GATE VALVE -2 11.25' BEND STORM UNDER REUSE MH 6 U_ ATLANT BEACH DRIVE T-4��-GATE VAILVI E 1 MIN. SEPARATION W/C.1 VALVE, ox P_ cc 14 L U(i UJ ............. CL USE MAIN Cn UNDER 8"WATE ----B*'PVC DR25 VSEPARAR 0 WATER MAIN ....... z 1-8"X6"TEE FINSIDE R/W z 1-8" GATE VALVE —1-8 11.250 BEND . ........ W/C.I. VALVE BOX 0) z 11.250 BEND 1-900 BEND 0 8" PVC DR25 AD C0 1- FH ASSEMBLY 1-8 z UJ 1- ATE VALVE 1 1.250 BEND.---- ....",,REUSE MAIN 6`1N$I D rl 1C.I VAL E B 1-900 B N 1- F H-` RL z .......... al (n C) z U w Z _J 0 LO z + W 0 O� 0 13 F- 0 (D N C14 13 -.4. LO 1171- 0 + .... .�;.0 ...... ...... .............. ............ + ..................... .................. ............. .. .. ........... ............. ... .... ........ ....... ................ .............................................................. ................. .................................................0 UJ - - ----------------- + ............. z 0 ...... .......... ........... ................. ......... ........ ---------------..................................... ................................................ .......... ......... -------................. .................. ........ ....... ........ ......... ............. ......................... .............. ........ .............. .......... ........... .. ............ ...... +­ T- z C) LO C:) L0 3.0 0 M(n UJ C:)P- vmmm� C)CI 5 q 5 (0 C) LQ 09 11. 0 L6 (5 c> L6 C) C;M ai 0 r,- z it 12 CN rl_ V 0) a)C) 12 + + + 11.1 ca U)UJ in ca U)U.1 + + 11 11 ............................ .............. ........... ............. ......... ............. + W. W_(0...................... ...... . .. ................................................................................................ --------------------_ ................................. ............................................. ------------- ........ ........... ........... .............. ............... ........... + 0 ................. .................... ........................ ...... ......... ...... .... _j ............................... ........ 0 ...............<Cn'.�J...................................... .......: ............. ....... ....... ........ ................... ...................... .............. ....................... .............. C) w LL w N UJ 0) UJ UJ W w UJ Co W CD LO EL 0 o 1: > 0 S.=0.33% F_0 _J U) m� U) (D(n w .............. ........... ............................. 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S.=0.38% TRANSITION FROM FUSIBLE 100 PVC TO PVC w ........................................... ............... ......................... ........... ............. ..... ............... ---------------------------------- ­--------M ..................... . ......... . ...... ............... ................... ................ ............ ......... .......... ........ ------- ...... .................. ............. ................ ..................... ...... ................... .................................. . ....... ....... .......... ............... . ................ ........... ............ .............................. ......................................... .............. ........................ ....... 1-8" M.J. Cn .......... w 22.50 BEND 9 w RECEIVING PIT 9 .......... U) ............................... ............ ...... ........................................................ .......... -------- ................................................... ...................................... .......... ..... ........ (n .. ......... ............... ... ................. ........... ........ ....... ......... .......... .. ........... ........ ........................... . ...... .......... .................. .............. ....... ........... ...... ................... .............................................. ....... ............... ------------ ....... DRILL PIT w w 8"WATER MAIN z w DEFLECTION WAT 8 Cn ER MAIN 8 U.1 ......... ........ ................... .............. .. .... ...... ....... ......�. .0. ............ .......... ...... ......... ... ......................... .................. ............ ....... .......................... . ................ ...... ...... . ................. .............. .......... ........... ............ ........... .......... ........ ............... ................................... ................. ...... .......... . ................. ..... ....... .... .. ..................................................... ........................... ....................................... ........------Z .......... . ....... -8. M.J. 22.50 BEND. 7 7 00 C5 ....................................... .................. ......... ......................... .............................. .............................................................................................. ......... .... ......... . ................... ................................................................ ........... ­--------------------------------............................. ..... ................... ...... ................. ..... ............... ....... ......... ............. .................... ........ ........... ......... ............. ............................. .......... I - - - ......... ................... ic ..................................................... .................... .............................!�TT........ ....... .................................. ................................................ ................... C4 0 8"WATER MAIN AND 6 E CM 6 .................. ................. -------------------------- 0 Cq .................. ........ 8 REUSE MAIN ............ ........... ............ ............................ . ...... ......... .. .... .......... .................... .................. ........ ................. ............ ....................... ........ ............ ------- ------------- ..... ..... ................. .......................... ........................... .................................. .............................. ..................... .........----------- ......................... ------- ............... ..... ...... .... .. ................... :E 18" RCP 5 0 ..................... 5 .................................................................................... ............. ..................................................................... ---------------- --- ................. ........ .................. ... .................................................................. ....... ........................................... ....... ..................... . .................. .... .. . ......... ................ ..... ...... .................... ...... ................................. ...... ....... ....... .......... ............... ----------------............. .......... ........................ ...... ............................ . ......................... ........................ ... . . .... .. ............ ....... 2-8 C co 0 0 2-8 ...............................wz.... ., > 450 BEND U) r 4 cc 450 BEND --%1.� 4 INV. EL.=4.20 ...................... ........ ............ .............. ........ ........ . .. ... .............. ................ ................... ......... ......... -- --------------- ...... ................................................................. ........ ....................................... ... ........ . co......... 8"+REUSE'MAIN 18" RCP INV. EL.=4.30 UNDER 8"WATER MAIN INV. EL.=4.90 3 /4\ INV. EL.=4.1 VSEPARATION 3 i .... . ............................................... ............................................................................................................................................................................................................................................................. .... ........................................ ........ ............................................................................................................................. ............................................................................................. ................................................................ ........ ........... ........................................................................................................................................................... ........ ..................................................................................................................................................... ...................................................................................................................................................................................................................... ........ ................................................................................................................................................................................................................................... TRANSITION FROM FUSIBLE 2 : 24"A2000 PVC TO PVC 2 INV. EL.=3.35 ................................................................................................................................................................................................................................................. ................................................................................................... ........ ............................................................................................................................................................................................................................................................................................... ........ ................................................................................................................................................................................................................................. .................................................................. ........ ................... ................................................................................................................ ........ ..................................................................................................................................................................................................................................................................... ...................................... ......... ........................ ..................................................................... ................................................................ ............................................................................................................................................................................................................. ..................................... ................................................................................................................................................................................................................................................................. .................... ........................................................................................................................................................................................ ....... ............................................................................................................................................................................................................................................................................................ ...... ............................................................................................................................................................................................... ...................... ....................................................................... ............. ................................................................... -26 @ S.=0.40010 76 LF OF 8" PVC SDR 0 0 =0.40% 6 ................................. ................................................................................................................................................... ..........................................................I......................................................................... .................. ..................................................................................................................................... .................................................................... ........... ......... ................. ..............................................................I................................................ ...................................................................................... ........................... .......................................................................................................................................oe�-�....1.241F.OF 81,PVC$PR72 Q S ...................... .................. ............................................................................................................................................. ................... ............................................................................................................................................................ .......... INV. EL= 0.45 INV. EL=0.55 11:9 LF OF 81, PVC SDR-26 @ S.=0.40% INV. EL= 0.05 INV. EL= 0.15 —1 ........L................................................................................................................................................................................................................................................................................................................................................... ...........................................................I........................... ............................................................................................................................................................................................................................... .................................................................... ............................................................................................................................................. v..........v.... ................................................................................................................................... ................................................................................................................................................................................. ..................................................... ........................................................................... .......................................................... I N V.::�EL.=(-)0.5 I N L.......=...('-" ...0......48, ......... Scale: 1"=20'H 1"=2'V 04 .2 CD —2 INV. EL. -)1.13 INV. EL.=(-)1.03 .............................................................. Project Manager: ......................................................................................................................................................................................................................................................................... ......Lo............................................................... ........................................................................................................................ .................................................................................... . . ..... .. ............................................................... ............................... ................................................................................ .............................................................................................................................. ........................................................................................ ........ .............. ............................................. ...................................................................................................... ................................................................ ........................... ....... .................................................................................................... ..................................... ............................................................................................................................................ .... A.Acree —3 Designer: C.Johnson C0 Cn —3 ........... ... .............................................................................................................................................................. .......................................................................................................................................................................................................... ............................................................ .......... .............................................. . ....................... . ... ......................................................................... ........................ . . .................................................. .................................................................................................................................. .......................................................................................................................................................................................................................................................... ... ............. ................................................................... ......................... ........... . ..................................................................................... ................................................................................................................................................................................................. ................................ Drawn by: C.Johnson Certificate of Auth: 7298 —4 —4 .............................. ............................................... .................................................................................................................................................................................................................................................................................................................... . .. ............................................ ................................... ........................ ............................................................... ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ... ........................................................................... ... ..................................................................................................................................................................... —5 —5 .. . .................................................................................................................................................. ........ .................................................................................................................................................................................................................................................................................. ... ......................................................... ... ............................................................................................................................................................................... .................. ................................................................................................................................... .................................................................................................................................................................................................................................................................................................................................. ....................................................................................................... . . .................................................. ................................ ... ... ......... . . ............................. ........................................................................................................................... ................................................................................................................................... ....................................................................................................................I.................... ..................................................... ....................................... .................... ....................................... .................................. .......................... ................................................................................................................... ................................. ......................................................... ................................................................................................................................................................................................................................................................................................................................................................................................ ..... ......................................................................................................................................................................................................................................... ...... .................. 0 �o 108 LF OF 8" FUSIBLE PC DIRECTIONAL DRILL .............................................................................................. Project No.: 12210 ................................................................................. ................................... ............................................................................................................................... ............................................................................................................................................................. .............................. . ................. ........... .......... ........... ...... . . ..... . .................... ............................................................ .............................................................................. ......................................................................................... ........................ .......................................................................................................................................................................................................................................................................................... ................................ .. . ......................................................................... ................................................................ ... ..... ................. ....... Date: June, 21 +00 20+00 19+00 18+00 17+00 16+00 15+00 �Sheet No.: 34 -------------------------------- 4a (L ............... % % .................................................................................. ID 4 q 1 1 1 i i ii, T�..................................................................................................... 3 13, 14i ............ ...0 40 2 #00 .00 100#0 NOTE: MAX 2% CROSS SLOPE IN ALL ADA 3:0, CROSSWALKS iFS z A X L io 8" PVC DR1 WATER MAIN % cr) 0. 40 5' INSIDE R/W '1040 ... a Ifni Iff"o 14".0 40 TEE vence 401 1-6"GATE VALVE .40 W/C.I. VALVE BOX #a 10 pi 0.00 040 10 do 1-900 BEND 40, > i ,, 'I##.. -FH ASSEMBLY 71 J) 40 X.X ............................. .......... ................................ ... " a ON .0 8" PVC DR18 C-4 X: x WATER MAIN 1 1/2" DOUBLE 5' INSIDE R/W ............. .............................................................................. REUSE WATER .......................... !1-8 8"TEE ................... Z5 > -8" M.J. ............... ............... .................... SERVICE TYP. GATE VA 0"SANITARY LVE \ 1 i j 0"# : ''I I SEWER SERVIC� I yv. Ci 11.250 BEND -W/P-I VALVE BO .............. Lu ........................ a. .......................... 1 WATER .................... SERVICE TYP. 00 1 8" M.J. a.. -113 C6 -­-------------­``­T ----- S ND 11.250 BEIN 1 His I .00 ....... 10 00 400 awCl) do ..0000 0 w z % % ......... 40 Lij 40. w doo W .............. z 11 Boom IN ATLAfff . . ... . F- .. ik 22-50 BEND 1-8" 22.50 BEN 1 1/2" DOUBLE WATER 11.250 BEND SERVICE TYP. 1 SERVICE TYP. -8 z U, CIO 11.2Y,,�,BEND ..... .............. .............................................................. ................................................................. x ............. U- ....... .. .......... CIO (L 8" PVC DR2 MH 9/5 ................ IOU L REUSE MAIN NEI 5' INSIDE R/W -8 M. z 0 1-811 TE 450 BE D mills I 8"WATER MAIN UNDER Z 3-8"GATE Vj kLVE 8" REUSE MAIN W/C.I. z ALV E BO 0 lot W/MIN. l'SEPERATION z ............ ........... z 157 a178 ............ U) Cn 15 15 ..................................... ................ .......... ........................................................................................ ............................................................. .......... ........ ................................................ ....................... .......................................................... ..................... ............................... ........... ....................................................... ................................................................................ ......... ........ . ... . ...... ..........­............................................... ...................................................................... . .................................................. ...................................... z ............................................................ ..................... ............................................ ............................................................. ..... .................................... ................................... .................. ..................... ....................................... Lr 1L.0- Or- C) Cal ca) 00 C;1 uu C, I i-- 6 CD 06 Q 04 14 + CD ................................................ ... ........................ 14 + + 0 + Cn .......... + + 0 + to ........................ .. ............... .......L U ................. M..CY>... .......... .................................................................. ........... .............................. ................................................ ..................................... .. . .................................................................. ............................... ....................................................... C!C uw N L 04 InI.:.................... ........... .................. C� CO)uJ C14 LLJ co 04 C 6 C"12 6 6 uJ a a.4 Q_ C) 0 - 0 F-0 ---i F-_J cr, F_ 10 0 01 uw OU uw 13 13 2 C/) (D u)w ........................... �p ......iw aw................ ......................... . . . . . .................... .. ............ .................................................................. ................................................................................... ......... ........................................................................................................................... .............................................................. . . ............................................. ..................................................................................................................................................................................................................... .............................................................................. ......................... ........................................... ........................................................................................................................ ................................. .......... . ....... ........ ........................... ................................... 12 12 .......................................................................................................................................................................... .................................................................................. ............................................................................. ............................. .............................................................................................................. .................... ..................................................... .......................................................................... .. ...................... ...........................................-------....................................................................... ......................................................................................................................................................... ................................................................................ .. .. ..................................................................................................................................................................................... ............................................... .... .............. ....... ............. ............................................................................................. .......... .............. .............. ...................... ... ... .................................................................................................................................. .............................................................................................. ............................................................. ...................... ......... ........ ..... ........ ........... ........................................................ ............................ .......... ........................................................................... ....... ................................................................ ... .... ... -.14...... ........................ .......... ..... ........................................ .... . ........ ........................... ...... ................ ... . .. .......... ...................... . . .............................................. ......... . ..... A S.=0.31% 2 % w \,G GRADE 10 10 ...................................................................................... ............................... ............... ..... ............................................................................................................................ . ..................... ........................................ ............................................... . .. . . ... ............................................................................... .... . .............................. .............................................................. ......................................................................................................................................... ............................... .........................\................. ...... ................................................ .... ..................................................................................... .......................... ........................................................................................................................................................ ............................ ............................................... w w 9 ......................�11 .............. ........................... ................................................................................... CD ............................. ............................ ............................................................. ....... ............ ...... ...................................... ----------------------- ............................................................. .............. ............ u........................ ................ ................. ......................................................................... .................................... ................................................................................................................................ ...... .................. .................................... .................................... ......... ............... ..... ....................................................................................................................... ........................................................................................... .................................. ..................... ............................................................. ................ ..... .............. w 8.=0.34% w ............ CV) 8"WATER MAI;�N E U) F wo C, 0 8 ............................ ....................................................................8........... .................................... ..... ..... ............................................................ ................................... . .......... ........... .................................................................................. ............................................................................................... DEFLECTION... ...................... ........... ......... ...... ....... ............ ........................ ..................w. ........................... .................................................................................................... ........................................................... .... .................................................... ............................. . ............................................................................................................................. -------+................................................... to w ...... U) 10 111 CM-r w ............... 7 .2 ............................evels LL lea l7z ............................... bN ............ ........................................... ...................... ... ....................................................... ................................................ ....................................... ............. ....... ......................................................... cc ............................................................ ....... ................................. ........................... ................................ ........... ............... ...... ........................................... ............. ........... .............................I.................................. .............. ....... C 0 6 V 0 6 ............................................................ ......................................................................................................................................................................................... ......................... .. ............................................ ....................................................... ................ ... ............... ............. ................................................................................................. .................. ... ................................ .............. ................................................................................................................................................................. ... ...... . .... ......................................... ............. ....... ............. ........................................... .................. . ........................................................................................................ . .................................................................. Ln .................. RCP ...... WI) cc 11-1129911 long I ..................................... FM cm -similar INV. EL.=6.00 ................................... ........................ 5 5 @ CENTERLINE11 .................................................................................................... ... .................................................. .......................... ............................... .......................................................................................................................................................................................... ....... .......................................... ------------............................. ............................... ....................................................................................... .................... .......................................................................................... . .. .. ............................................... ................................................... ........ ....................... .............................................................. ......................................................................... .......... ................... . .................. ...... ......................................................... ............... ........ ................................... 8"WATER MAIN AND 8" REUSE MAIN 4 ..................... ....... . ............................... ...................................i............ ............................................ ............................................................................................................................................................................. ..................................................... .............................................................................................................................. ...........................................................i.............................................. ................................. ................ ... ............... . .................. ....... --- ...................................... ............................................................................................... ....... ... ............................................ ....... .......................................... ........................ ...................................................... ............................................................. ............................................................................ ............................................................................................................................................... ..................... 18"WATER MAIN UNDER 18" REUSE MAIN 3 W/MIN. l'SEPARATION ............................................................... ............................................................... .............. ................................................................................... ........................... .............................................................. ............................................................................................................................................. ...... ......................... .............................................................................................i........................................................... ................................ ..................... .................................................. ................................... .............. .......................................... .............. ......................................................................................................... ........................................ .. ......... ...... .................................... ........................ ............................................ ......................................................................................................................................................................... ... .......................... i.. ...... ........ ........ ...................................................... .......... 2 2 ............................................................. ....... ........................... ............................................... .................................................... ..................................................................... ............................................... ..................................................................................................... ...................................... ................................................................................................................................................................................................................. ....................... ................. ..... ............. ..........i........................................................ ....... .................................................................................................................... ............................................................................................................... ...... .......................... ...... ....... ....... ..... ... ........ . . . ... .................. ............................................... .................................................i.......................... ...................... ...................................... .... ..... ........................................................................................i............................................................................................................................ ............................................................ ....... ........................... ...................... ....................................i�L................................... ............................................... .............................. .............................................. ...... ........................................................... .... . ........................ ............................................. ................................................................ .................... ................................................................................. ................................ ........................................................................................................................... .............................................................................................................................. ................................ ....... ............................. ....................... .................................................... Scale: 1"=20'H Vi 0 .......... Project Manager: .............................................. ........... ...................... ............................................................. .......................... .......... ................ .................................................................................... ........................................................................................... ......................................... ................... .................. .......................................................................... ..................................................................... ..... ....... ............................................................. ...... .......................................... ................. ............................ ........................................... ................................ ........................................ ............ ............... ............. ........................... ......................... ........................................................ ...... ......................................................................................................................... ............................................................................................... ............... A.Acree Designer: C.Johnson ..................................... --------.............. ............................................................. ..................................................................................................................... ........................................................................... ....................................................................................... ................... ......................................................................................... ....................... .......... ........................................... . ................................ .......................... ... ................................................................. ....... ........................................................................................... ............................. .................................................................................... ....................................... ... . ................. ................................................ .................................................................................................................................... ...................................... ............................................................ ....................................................................... Drawn by: C.Johnson Certificate of Auth: 7298 R-26 @ S.=0.400A 398 LF OF 8,1 PVC SD -2 -2 ............................................................................... ..................................................................... ................................................ .. ...................................................................................................................................... ....................... ................................................ ................................ ..................................................................................................................... ............................................................................................................... ...... ...................................................................................................................................................... ....... .......................................... ............................................. ........................................... ........................................... .... .....................................................i......................................................... ................................ .................................... in ;0_40% .3 PVC SDR-26 S-0 21 LF O__F 8 ................. ............................................... ..................................................................................... ....................... ..................................... ..................................................................................................................................................................................................................................... ............................................................................................................ ............................ ..................................................................... . ........ .................................................................... .................................................................................. ............................ .... ............ ................................................. . .................................................................. ................................ ............... ................................................... .................. .. .... ..................................... ....................... .............................. .......... ............. .... . .. ......... INV. EL.=(-)2.72:: INV. 5L.=(-)2.82 -4 -4 .................................................. ................................ ........ ......... ........................................................................................................ .......................... ............. .......................... ................. ............ ........ ...... .................................... ................................................................................................................................................................................... ........................................ ................. .................. ........... ....... ................................................................................................. ................................................................................................................... .............................................................................. .................................................. .. ............................................ .. ................................................ .......................... ... . . . ....... ..... . .............. .... .................. .1............................................................. .... ............... 5 0 10 20 INV: EL.=(-)3.40 INV. EL.=(-)3.30 -5 -5 Project No.: 12210 ................................................ ....................................................................................... .................... ..................... ......................................................................................................... . ... .. .. . ......................... ..... .......... ...... ............ ................................................ ...................................... ........................ ......................................................................................................................... .................................................... .................... . .... .. . ... ................................................ --------------------------­-­--­-------------......................................................................................................... ............................. ................................................................................................................. .................................................... ..................................................... ..................... ............. .................................................................................................................................... Date: June,2013 26+00 25+00 24+00 23+00 22+00 [beet No.: 351 co 5 10 8, C: .......... 7 Cm 13 J 9ti NOTE: A\ 14 1 8"X4"TEE 1-8GATE VALVE MAX 2% CROSS •PLOPE IN ALL ADA " CROSSWALKS C> W/C.I. VALVE BOX Z 1-4"x2" REDUCER --EE is Z ' -8 .-T 1 X47, 0 8" PVC SDR-26 R 1 6"SANITARY 8" PVC D Z 3.4"GATE"VALVE C* -8"X6"TEE SANITARY SEWER TYP. WATER MAN\ 1 .................................... SEWER SERVICE TYP. le iI . ................................... ............................... ..... . .......... . ............ .......................... z............. .....4-6!!--GATE-VALVE % 0 f '-f"VALVE BOX 8" PVC DR1 8 .........&-I.N.SIDE.R/ I.. .... .......... .......................................... ion*Be Vi ..................... ............ 1 11 W1 C.I.VALVE BOX .............. --------- .......... ............... ........ .......... .................. ........................ ......... 1-90- BEND WATER MAIN .................................................... ................................................ *........................................ C1 ....... ----5'.1NS,IDE.R1..W........... 1�......................... ................. ............ : . P, 1-8"X6"TEE 1-FH ASSEMBLY 18 V�ATER MAIN 1 WATER 1-6" GATE VALVE 'UNE ER STORM SEWER SERVICE TYP. /--11/2 DOUBLE W/C.I.VALVE BOX V REUSEWATER - ----------- ------ 1' M N. SEPARATION ---------- ------------------- -900 BEND ------------- ------------------------------------- - ------- ----- -------------------- ---------- --------- ------------ -------- --------- ------------- ----------- -------------------- ---------- 1-FH ASSEMBLY SERVICE 0 ------- ....... ___TT LO 7E — ---------- --------------------- X CV) S_ 24 - --------------- ---------- ---------- F- 0 0 --------------- v w z ................... ------------------------- -------------- ------ U.1 -25 -.11. ......... . ---- ------------ C ---------- .......................... 8 .... ... . ....... ...... OL +0 .............. ----------------------- --- + .......... ... (n 0 ------------ 8 vwrrrwvwv"w" w :3 0 :J.V'JFJ:: 14 OOL +00 UJ Cts �M Pop 0 0 44 0 > 0 0 U.1 -7 (D 7 7 MH 22L Cn +U] Cn U) ....... U) .............. 0 U.1 ............ d z C14 7 i DL . .. ........ IVE 6 CN UJ EACH ATLANTIC B R, E (n ........... CD ............... ............... W ca -22 S . ....... Cn 0 .............................. . . ........ W > S-23 U) ATLANTI( DRIVE m L) U.1 z W -—-—-— -—- -—- -—-—-—-—-—-—-—-— S_ 7 of CL 17 ................ ...... `-------------------------- 8" REUSE MAIN -Mold .......... -------------- 1-8"X4"TEE UNDER GRAVITY SEWER ............. . ... . ... ------ ---------- -26 C) 0 S 1-8" GATE VALVE..........--.... -------- ... -------- ob cu -k- --SEWER 1 112" DOUBLE WATER -----AND-STORM Ba-PVC-DR25 CD CP 0 yv/ 1� kX11 -REUSE-WATER 1 SEPARATION Z. . VALVE BOX REUSE MAIN 6 C� C5 SERVICE TYP. SE RVICE TYP. 11 ' INSIDE R/W M.J. 1-4 i 5 ........ ........... .............. ........................ ........................ 2-8 8" M.J. 8" PVC DR25 0 450 BEND 450 BEND 125 LF OF 81, PVC ........... REUSE MAIN .......... ..................... .......................................................... ...... it .......... .......... ... .................... 2 PV Cn ................... ....................................... C (SCH 40) REUSE MAIN D -35 @ S.=0.40% ................. \ �! x I s 5' INSIDE R//W ....................... /* ............ ............. ........ 8"WATER MAIN BELOW 8" REUSEWAIN 155 ,C (SCH 40)WATER MAIN ............. 2 PV 1'SEPARATION 0 > .......... 0) 152 AL FOR COURT YARD LOT TYP I C > S -8'!X8!!--TEE OL 04 S-'8"'GATit'-VALVE A3 > ......... .......... W/C.I.VALVE BOX ..................................................................................................... .............. ................I........................... ........................ ................. ------------ ............. ------------------------ ...... ---------------------------- ... ...... ... --------r ----------- ;------------------------------------ :m ------------ .......... .............................................................. .............. ....... ....................... .......................... ...... ........... ........... ................. w ...... ...... A3 A C14 Z UJ CU w 150 LL LU 1 FLUS ING HYDRANT,& co 154 1"\WATER 84 TYP. MH 11 SERVICE TYP. 153 TYPE RA' LU LT) -85.6 •,(1425 0 STA. 27 Z % TOP EL.= `00-4- z REUSE WATER 151 I N ...-EL. 0 SERVICE TYP. 156 .......... ......................... .................... z 85 86 ............... ...... ...................... .................... ................... 0 ....................... ............................. .................... . .. .. ........ ...................... U) ........ .......................... ............................................................... z EASEMENT ........................ ............................, ............ ................................ ... ...................... ........... .............. ...................... ............................................... .......... ............ 40'ACCESS, DRAINAGE AND UTILITY ..................\ LU ............ ............................................ .......... .............. ........... .................... .......... .... --------...... .................................................. .............. ..................... --------- ----------------- ............... ........ --------------------- ------------- -------------------L-------------------------- 0 ......................... ---------------- ------------ ------------------ ----------------------- ------------ - ----------------- Z ------------------------ HYDRANT ...... ........ ...... ---------- .................. -------_-----.......... - ---------- ..... . . ----------- .......... - ----- .......... ........................... ................................. ......... ------------------------------ A N1 w U) 12 12 __..................................... .......................... ------- . ................................................ .......... 0 ............... ......................... ...................... .......... ....... ..................... ........ ......... ............................................. ................... ............ ................. ................................ ...............Z + ------ z 00 + C) 0900 0 o LO 0 Ci C) w - 04 F- F- F- F- c6 0 LO 1'� 4_4 11 z z Co LO z + U') + 11. 11 + C:) m LU (D 0 + U-) + C:) r,.......J.................................. ........................ ......................................................................... ...... ----------....... ........... ................................... .............. .................. -------------------- .... ............ .......... ... ............... ....... .............................. ................. ............................ ........ ....................... ............ .............................. 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CD CN W m c6 I*- of M r,: N m UJ c6 w al I I w I i N q- I I. a. a- 0 < :r 3- _J 0 0 10 "-0 _J 0 P -i 0 U) 1 0 z TZ Cn w _J(n W 1:cf)w _J C0 w U) 11 W U) ............. ................................. ........................................................................................................................------------------------------------------------------------------- ..................... ........................ .................... .......... ...... ............ ........................ ............... ....... .......................... ........... ............................. ............... ..................... ................. ............... ....... .......... ....... ....................................... ............... ............. ............................. ............... --------- ........ .......... ........ ................................. ............. ..................... ..................................... 9 9 ............................................. ............................... .................. ........................ .............................................................................................. --------------------- ...................................... ........ .......... ...... .................. ................................................. ......... .................. ............ .................. ........... . . ........ ............. ....... ......................... ................................. ...... .......................... ......L......--------........ ......... ...... .......... . ............... ...... ................... ......... ............. ........................... ........... ........ S.=0.32% ...... =0.32% Ln 8 8 S.=0.57% S. ................ ................. .....................................F- ................................................... .................. ................................... .............. �_33%� ............................................ . .......... ...... ............. .............. ............. ..................... ........ ........ ...... ..... ... ...... ................................... .............. ............... ................. ........................................................-------------- w w r U) W 7 C 7 w ... ...................---­-------- .............................. ............................... .. ........................... ------------ -------------- ............. .......J W__ .................... . ...... ................................ ................... ........ ............. ................................................................................... ...... ..................... ................ ............................ ..... ......... .. ...... . ...... ................. .................. .......... ...... ........ .......................... w ........ ...... Cm U) ...... 8`REUSE MAIN' Cn M.J. T11 M w 36"COVER UNDER I 1-81-8 1J_ 450 BEND 30" RCP w wz 6 C* 6 PAVEMENT 4W-BE N D ............. ...J............. .................................. ......... ................. ........ - ---- ---- ........ ............ ................ ........ ................... ............................ ....................... ................. ......... ................................... ................ ..................................... ...... .. ........ .......... .................................. .......................... .............. . ......... ..... ....................... ..................-------- Co --- - ---- ------ M.J. cc z 1-8 4"WATER MAIN: Ic Co F-_ Cn _J 450 BEND E 5 < C4 C4OO 5 ................... ............................ .............................. ............................................................. ................................ -2....... 0 ----------- ........ ................ .......... .................. .............. ... ........................................................................................................ C" ............. .. .............. ........... ...... ........... ........ ........... ................................................. . . ....................... ------............ ..................................... .............................................................. ... .... .................. ............... ...........................................................I...... .............................. . ................................................................................. ..... 0 V J", • .. ........................... ...................... ........... Cm-r- ............................. ................... ... . ........... ................... .1 ig 1 % 8"WATER MAIN AND % E- 0 .......................... ............. ........................ 4 %4 .................... 8" REUSE MAIN .................................................................................................................................................................. ............................ ......................................................................... ..... ............ ............. .................7. ............ ......................... ............. ................... ........... ........... ...................... bm C .......... . . . . ... ......................... .............. ................................... ......... -------- ...... . .......... ..... .................. ....... . ... ....................................... M.J. 1-8 10 0 8" M.J. 2 % 450 BEND 3611 RCP 450 BEND 3 0 3 ............................................. .................... ....... ........................................................... ................. ............. ........ .................... ....... ..... ........................................... .. ....................... . ...... .............. ............... ............ ................... ...................................................... ...... .. .... ................. ..... .......... _ _ ......................... ......... ...... ...................................... ........... ....... ....... ...... ......... ............ ........ ...... ......................... ...................... ........... M.J. —2-8 in cc ov 36" RCP 18" RCP 450 BEND ........ .......... INV. EL.=3.50 2 2 ........................................ ...................................................................................................................................................................... ............................... ...................... ............................................................................. ............................................................................................................................................................. .............. ....... ............................................................................. ................................................................................... ................................................................................................................................................................................................................................................................................ .................................................. ............................. ........................................................................................................................................................................................................................................................................................................................................ ............................................................................................... ....................................................................... ............. ...................................................................................... .... ........................................................................................................................... ...... G C"R A' ...... ......... .............................................................................................................. ................ ... ......................... ............. .................................. .................. ....................................................... . ......... ..................... ........... ............... ............................................................................................................4"..REUSE..MAIN..................................... ........................ ................................................................................. ....I.......................................................... .............. . ........................................... ...................... ...... .......... . ...................................... ... ...... ................... .................. ...... ................................. .............................................................................................................................. .. ............................................................................................. .......................... ......................................................... ........................................................................................................................................................................................................................................................................................................ 36" MIN COVER 811 M.J. ... ...... ...................................... UNDER PAVEMENT 45* BEND 0 1-131, M.J. 0 ............. ........ ................... ...................................................................................................................................................................................................................................................................................................................... ....................... ...................... ......................................... ........... ..... ....... . . ...... ........................................................................................................................................................................................................................... 45 BEND...J.............................. .................................. ............................................................................................. ..................................................................................................................................................................................................................................................................................................................................................................... .......................................... ........ ......................................................................................................... ........................................................... M.J. • 1-8 3011 RCP 3011 RCP A\ 8" REUSE MAIN _1 450 BEND UNDER STORM SEWER ........................................ ............................................................................................................................................................................................................... ....................... ....................................................................................................................................................................................................................................................................................... .............................................. ............... ........ .................................................................................... ......................................................... ....... ..................................................................................................................................................... ................................................................................................................................................... ... .................... ........ ..................................................................................................................................................................................................... ..................................................... ................................................................ -2 8"WATER MAIN -2 .................................................................... .............................................................................UNDER..KUSEMAIN......................... ................................................ . .................. . .......... ................................................................. . .. . ............................. . .. . ... ..... ...................................................................... . . ..... ................................................. ... ........................................................................................... ... ... ... .... .. . ........... . ............................................. .................................. .... . . ...................................... ........ .................................................................................................................................................................................................................................................................................................................................................................... ...................................... ................................................................................................................ .......................................... AND STORM SEWER VMIN. SEPARATION 1-8" M.J. Scale: V=20'H 1"=2'V -3 450 BEND 3........ Project Manager: ......................................................................................................................................... ................................ .................. ................................................................................................................ .................................................................................................................................................................................................................................................................................................................................................................. A.Acree VC SDR-26 @ S.=0.40% -4 Designer: C.Johnson -4 235 LF OF 8" P ...................................... ......... ...................................................................................................................................................................................................................................... ............................................................................................................................................. ....................................................... ................................................................................................................................................................................................................................. ...................................................................................................................................................................................................... .................................................................................................. .................................................................................................................................................................................................... ......................................................................... ... ......................................................................................................... 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Project No.: 12210 ................................ ....................... ............................................................................................................................................ ........................................................................................................................................................................................................................... ........................... ................................. ............................................................................................................... ........................... ............................................................ ............. ................................. ........................................................................................................................................................................................... ........................ ........................ 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Project No' 12210 . Date: 38+00 37+00 6+00 35+00 + 33+00 June,2013 34 00 Sheet No.: 37 ;, - _ .,_,....�1111. -11 . \t.... _ . . '" " i j "I i i i i p N I !,. ; 36 j 31 �,�� y 37 "3 '� i 33 i j „ ,a j 39 38 \\' 32 ..35'.:'.,,,,.,.. 1 �\\,,:: . . 1 . . : d : ! I \ . - 48 47 i i i 1 - I �.... [ 45 �.,. In ; i i 6 ,.. 44 i 43 4 i 1 ``� glNtttNMllt1�/ I I i i I - ° r •• �f rn \ I i i \ i © MAX 2/o CRO,4S SLOPE IN ALL ADA \ •, i `�.\ \ \ . i r' CROSSWALKS; ��. ti� w N i i ` 1-8"X6"TEE F,�•' cMo r i i \ i {..,., _ �....,.. i 1_611 GATE VALVE i \ :2 a i i i i i i i `•� i W i ; i \ i i i W/C.I. VALVE w j - " ; , - a i ! I .,;,.......,.,. 1-90° BEND I 9 i i i i %y , �, i i i i 1-FH ASSEMOLY S C i ; i ' ' \\ `� i Erik, +► rr •t �v i i \ i ; \ ,�,\\: i i Ill - — c i j ; \ i i i � I I I \ I I .. \\\\\\ i ��\ i 6 SANITARY i ; ... i. �.................. 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Pr ' N .: 1 . : - -_ _ ........ -_ - _ ode o . Date: 49+00 48+00 47+00 46+00 45+00 June,2013 f Sheet No.: 39 - ! 1 ;, ;; ♦ i 49 some... CM :. 54 53 50 52 _ gom iLu \ \ ti NOTES: _ :a :10 PA ; \\ 1.REUSE FLUSHING RYDRANT SHALL BE AN51 04 .� .. ......... 'A EASEMENT .T� :UTILITY E\ UNDERGROUND FUS>~IING VALVE IN A % ♦ i ; i \� o i METER VAULT MAWED"REUSE"AND SHALL s •' ' i \ BE COLORED PORP` PER JEA PLATE W-28 y%► ' ••• •• •• 2" PVC ( CH-40) FORCE MAIN Go D CITY OF ATLANTIC BEACH STANDARDS �y�y FO VALVE AND METER BOX. 1-8"X6"TEE r��f f'" Iloilo c ♦ ' r........... \., --- n ,........................ „ s........, � 1 6 GATE VALVE d : 1 `X,,. i \ \� 2. MAINTAIN 5 SEP F ATI,ON'$ETWEEN WATER C.I. X 56 '� \� i •,. .... \ E E MAIN. 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Scale: 1"=20'H: 1"=2'V .............. ............................ ...... ... .. .................. ................................................ ................................................ ... .................... . ..................... r � ctMangr. Po'e Manager: o ................ ...............................:..... ....... .......................... .. : . ... .. A Acree —1 Designer: C.Johnson _........... ......... ....... ...... ................................................. ................................. . ......... 1 ........................ ..:. :... : .. .. . . Drawn y: o nson 2 Certificate of Auth: 7298 ................................... ................... .. . ...... . .... .... ......................................................................................................................................................... ... ................ .. .............................................. ................. ............................... ........... :................... ... . ...... . ......... _ -2 .. ....... ...... ... ..... ............................................. .............................. . . ....................................................... ..... .... ...... .............................. ......................................................... ................................................. ................................................. ......................................... ................................................................................................. ....................... ................... ............ 3 -3 ........................................ ................................................................................................. .................... ........................................................................ ............................... ...................................................... ....... ................................ ............. .......................................................................................................................................................... .............................. ...... .................................................... ........................ ....... . .......................................................:............................................... . -4 4 .......... ........................................................................ ..................................................................................................................... ........................................................................................................................................................................................................................................................................................ ................................... ...... .................................................................... 1 20 ............................................................ 5 0 0 -5 .. ..... 5 ........ ..... ........................ .............. .. ........ ... ........ ........... ..... ................... ....................................................... .............................................. Project No 12210 :................................. .... . ......... ... .......................................................:.............................................................:............................................. ........ ........ ate. ........... ........................:................. :.. ..... D 50+00 June,2013 53+00 52+00 51 +00 Sheet No.: 40 54+00 , A4 FOR FIRE MAIN CONTINUATION SEE SHEET NO. 16 S 4010 —8" PVC DR18 x A4 FIRE MAIN/�\ Z ... ......... M.J. Lf) ....... S 7 �A 1-8 NOTES: C //2\ 11.250 BEND C0 11 M.J. BE INSTALLED WITH v 1-8 /3\ 1. ALL FORCE MAIN PIPING SHALL OMMEN � I . i 1" REUSE WATER -36". 11.250 BEND A MINIMUM COVER OF 30" t: SERVICE (TYP) > Cx K : M.J. 8" PVC DR25 2.REUSE FLUSHING HYDRANT SHALL BE AN 1-8 ON .. ........ X E NEW 0 METER BOX UNDERGROUND FLUSHING VA D, REUSE MAIN LVE IN A 450 BEN D) 77 F-1 10' INSIDE R/W 8'r WAT E AND REUSE M W/J, D1 V- UF_r-IC-R.A1,E METER VAULT MARKED"REUSE"AND SHALL _DS (W-5 ...... UNDER 8',SANITARY -28 BE COLORED PURPLE PER JEA PLATE W PER JEA 51 SEWER 1 �SEPARATION 8" PVC DR18 AND CITY OF ATLANTIC BEACH STANDARDS THII LIGH W-8)� 'V_ WATER MAIN FOR VALVE AND METER BOX. ...... co MEIVER BY CITY OF ........ ... M�.J. ......N T, TEE IN -8 1 FINSIDE R/W 'N ...... 11.250 BEND AOLANTIC BlEACH ST" LL NEW 6" M.J. 3. MAINTAIN FSEPERATION BETWEEN WATER z w 2 w 0 E'X­153T. RECLAIMED ........ 2-80 M.i 11.250 BEND q a A 3: r- >e. MAIN AND REUSE MAIN. a) .G Allk!"ER LINE 11.250 BEND- it M.J. E E E C1117)" OF A01­,LA\NTIC BEACH B, 1-8 E E E 0 CIT OFINO­L_�ANTIC -RUC7111FION 0 0 0 co 22.50 BENI) 0 PROPOSED CON'51 ---------- 4. MAX 2% CROSS SLOPE IN ALL ADA CROSSWALKS > -81'X cc 8"TEE /9\ ---------- 12` CROSS a) IS,$ (n 1-8" M.J. IV_M.J. EU CD -7 22 8 (D b C3 (2) - 12" GV W/ BOX & COVER .50 BEND 120 12 Lf JVV/C.I.VALVE I I I.I. ...I 'I', ��A 22-6?-BEND -C PIPE (W) CN 14LF-12` F)'v 1.,5711 M. M.J. 1-8 20 a) C14 4LF--1 22.50 BENQ SIC> 2 PIPE (N) J.�N[Y`­� iZ — I : z 1, . ... I I "I', (D I � z y- - ----------- 5 (2) QAIPS ------ NEW 8" PLUG 0 0 > (311) - 12" PLUG . .... ... ......... 0 F ' REDUCER N" 0) 0) (1) - 12" X 8" RK-ACHl',­ ,4011"JuAkNTIC ........... w 1:25 2- 1 J. 8" GV/BOX 8k CO'VER IEND NEW 8`X6`TEE 8" 45 MH:128 VJ pV 2�8 ,YL CITY _Vc PIP X ------ (1) 17LF-81, P E (E) OF DR25 END 0 CD C : :REUSE::MAIN 1:1 25* B ... ........ ....... ....... CD CD ---------- L'.'.'.'.'L.I',' I I I. -1 1� I - .. . I N (� C� C� to `1,NTIC ......... - 8 P B 3 EE.Ak C H LID 0) co X UNDERWATER MAIN ......... CP L V I=t:$VA .. .... 1-900 BE C) a GENERAL NOTE: 1-FH ASS 03LY RAISE AND PROTECT ALL EXISTING VALVE M J 4 PVC DR18 1 2 +0 FOR COMBINED EFFLUENT FORCE MAINS 450 BEND FORCE MAIN .......... -4 VINSIDE R/W --------------- ....... . ....... .. --—­-..... 11.250 BEND �q+0 0 RACTOR:70L OPENCUT�AND 'T .......... GL MH 27 REPLACE EXISTIN ASP:HALT 000­ CU GU . . .. ....... RBAND ERAMD]b W LKL . . .... 1-4"M.J. UF .. ........ . ... .. ... ......... 22 60 BEND REMOVE:EXISTFNG:�:: ...... ........... 14" M.J. ... ....................... ..... ..........L.. .......... .......... .::PLUGLAND CLO.NNECT OAK HAMMOCK DRIVE THE UTIL IIES ........... 45*:E. :S vw 8"R U E MAIN: ................... ...... ............. ...... 8" PVC SDR-26 (D .... . TY SEWE GRAVI R TYP. --------------------- ........... ........... ...... .......... ............... ...... ............ .............. ........... .............. . .... . .................... ........ ...... ....................................... ........ ...... ......... .............. . . . ............................. ................ ............. ...... ........... ...... ----------- ............. ......... ...... ---- ...... .......... ............. ..................... ....... ............. ........... AIR RELEASE ....................... ....................... ....... .......... Z&VALVE ........ ............ ...... .......... ........... . ................................................ ....... ........ ..................... ... .......... .............. ........ ........ ................ ..................................... ....................... ................... .......... ............. ...... .......... ............. ............ ...... ....... .. .... .. 1-8"TAPPING SLEEVE ................ ......... .......... ..... ................. .............. ......... .............. .................... ......... ........... ........ ..... .......... ......................... AND VALVE ..... ..... z CU Of UJ ---------- U_ LU APPROXIMATE LOCATION OFz ... ... ........ .... z CU ,::'':,L'�' '::',.��_�::A z : 1-1 8"X4 TAPPING SLEEVE z 8"WATER UNDER EXIST. 6",16"AND18' z z -BUILTS OM AS EXISTING UTILITIES FIR FORCE MAINS VSEPERATION W/TYPE "B"CROSSING AND VALVE PROVIDE BY THE CITY OF ATLANTIC BEACH CONTRACTOR SHALL VERIFYIAND APPROXIMATE LOCATION OF z z -8 NOTIFY THE ENGINEER OF RECORD 8"WATER MAIN FROM CITY GIS 0 900 BEND z z z OF ANY DISCREPENCIES PRIOR TO CONTRACTOR SHALL VERIFY AND . ...... APPROXIMATE LOCALTION OF . .... BEGINNING CONSTRUCTION z NOTIFY THE ENGINEER OF REC z EXISTING UTILITIES FROM AS-BUILTS OF ANY DISCREPENCIES PRIOR TO z PROVIDE BY THE C TY OF ATLANTIC BEACH BEGINNING CONSTRUCTION 8" PVC DR25........ CONTRACTOR SHA 1 VERIFY AND U) z WATER MAIN z NOTIFY THE ENGIN=_ER OF RECORD LLJ z 75INSIDE P/L OF ANY DISCREPENCIES PRIOR TO BEGINNING CONSTRUCTION z U) c1d 0 (D ui + _J C)0 < 5 q Cn 0 Ui cn 15 v- 0 ...................................................... ...... .................................. --------- .................... ..................................................... . + + ................................................... ................. ............................................................. z + .............................................. ................................. 15 or w . ................. ...... ................ ................. ...... ............ ..�e................ ............ ..... ................................. ...................... ............................ ........ !�e CM) ...................................................------------------------ ....... ......... .................................... ................................. ................ --------­----- ......... .............. QO C) ........... ............... ................. ...... ...... ....... <Lo a+ C) Co M LO w CD w U.1 0 . + CO CN w CV) LU 0 Cj Cf)LC) L6 LO C5 CN 0 C) 0 F-0 co = + + LO + 14 + 0) m ................ .................................................................... ............. ...... ........................ ............ ................ ......... ........ ................... ..................................... UJ .... . .............. ..................... .......................... ....................W- ' '-­..... - ................... ............... 14 " ...< .. .............................................................. .......... ................. ......... ......... ................... .............. ...... ....... .............. ............ ........ ........... ......... .......................... ............... ............. - r-- v- v- W w co U)W w W N a a_<a-Cl)w F- Cf) 1:��0 13 (9 w 13 (D Cn U.1 Cf)P (n w 1. C/) ............. ..................................................... ............. ............... ......... ............................................. ...................... .............. ........ ....... ............ .................. .................. ...........................................--------------------­----------------- .............. ........ .. ......... ......... ............. ...... ......... .................. ...... ........ ....... .................. ......... .......... ............................ ....................... ..................... ................. ........... .............. ....................................... ............. .......... ........ ........ ............... .............. 12 REMOVE EXISTING ......... J.......... ........................................... ....... ............................................ ........................... ............................................................................. ........................ .......... .............. .............................................. ...... ......... ............ -------- .................... ............................... ................. .................................................................... .................................... ..... .................................................................... ....... ...................... ....... ....................... ..... ..... ............ ....................... ........ ....... .............. 9' PLUG AN*D"CONNECT CN ............ W/8 REUSE MAIN PROVIDED ....... U.1 ... ......... ........................ .................... ------------ ....................... ...... .................. BY THE CITY OF ATLANTIC BEACH- ........... .............. ........ .......................... ------------------ ------...... ...................... .............. ...... ...... .............. ...... .................... ......... ............ ........... ------------------------ .............-------.............................. ............ .......... ............................. ........................................... .................................................... ....................... .................................................................................. ............. ............ ............... ................ ................... ............ ................. ...... ........ ................ ............................ 8"WATER MAIN AND AIR RELEASE ............................... 8" REUSE MAiN &VALVE 10 C UJ 10 ............... .......... ....... .......................................... ....... ............ ..................................... ................................... ............................................ .............A........ ...... ........... ........ ................. .......... ............... . ................. ...... ....... .............. ................. ........ ............. ............. .... ......................... .......... ........ ..................... ...................... ............................................. .. ......... ..............---------........ ....... .......................................... ........ ....... ..................... ...... ........ ...... ...... Cm ............ ........ cm 4" FORCE MAIN TAP ................... ................ 1\�........................----------- —--------..................................----------------------.......................—-------- ------ ...... z 406 9 .......... ............................. ...... ......... 9 ................. ................. .................... .................... ........................ .......................... .......... . .... .......................................... ............................................ ........ ............... ................ ............... ...... .......... ....... .............. ............... .......... ... .. ... ... ........ 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Co r- m u-) , E ...................... 0 ........... ...... ........Z ------- 8 cc CM.................. ......... ...... ....... ................ 8 ............................. ............ ........................ --------­------------------........................... ................. 0 C"4—-—-------- ----------------- .................. ............ .......... .................. .......... ......... ....... ............... ....... .......... .................... ................. ................ .. .. ......... ... ... ... ........ ............. ................ ...... ............. .......... ..................................... ........... ................. ....................................... ........................................................ ......................... ....... )LF-OF-8 PV'C'SDR-26'@S .=0.40% ........... ...... ..... ...........................1------------- .......... ....................... ...... .................. ................ ............ --------------------- 0 ----------------------------- ....................... 84 LF OIF 811111PVC SDR 2 E -26 @ 7 1-811 M.J. ....... .......... ........... ..4'."..FORCE. S.=0.40% ............... ....................................... ............. .......................................................................... 110 C ...................................................................................................................... ........................................................................................ ................. .................. .................................................. ...................... ................. .................................. ...... .................. ...... ......... T 2 ....... ......... ..................... MAIN TAP Ito 0 INV. EL.=7.84 FM '54 g INV. EL.=7.20 6 0 INV. EL.=6.76 Cn 6 .................. ....... ............. ........ ................... ...... ...... ...... .......... ........ .............. ............................. .............................................. ...................................... ................. ...... . ................... ...................... ........ .............. ............ ................ C11 5 10 ............. ............... ........... .............. .......................... ................................. .......................... - --- --------\?�...... ...... ............................................................ ....... ........... III INV. EL.=7.10 5 ............................................................................................... .............................................................................................................................................................................................................................................................................................................................................................................. ......................... ........................... .... ... ................................ . ...... . ............... .................................... 85 ......................... .............. .......... ........................................... ............................................................. ......... . ..... ....... .................. INV. EL.=5.85 ........................................................................................................................................................................................................................................................................................................................................ .. . . .............. ............ ... ............... ........................................ ...... ...... 1-8 -8" M.J. 450 BEND 11.250 BEND 4 4 ................................................................................................ ............................................................................................................................................................................................................................................................................................................. ........................................................................ ............ .............................................................................................................................................................................................................................................................................................................................................................................................. ............................................................................................................................................................................................................................................................................................. ....................... .................................................................. ..................................................................................................................................................................................... ...................................................................................................................8"WATER AND REUSE MAIN 8"WATER AND REUSE,MAIN UNDER 8"SANITARY 3 UNDEREXIST. FORCE MAIN 3 ...........................................................................:.............SEWER...1......S.E.P.A.R.A.T.I.ON.... ................................................................. ....................................... .................. . .. .. ...... .............. . ..... ....... .... ........ .......... ......................................... ..................................................................................................... . .... ............................................................................................................. . ............................................................................................. ........ . .................................... .............................................................................. ............... ................... ............................................................... 2 2 ................................................ ...................................................................................................................................................................................................................................................................................................................................................................................................... . . .... ................................................................................ .............................................................. ................................ ................. ....... .... ................................. ....................................... .. .. ................................ .................. ................................................................................................................................................................. ............................................................................................................................................................................................................................................................................................................................................................................................. .................................................................. ............................................... ................................ ............................................................................................................................. .............................................................................................................................................. ......................................................................................................................... .............................. ..................................... ......... .... ...... ............. ........... ................................................................................................................................................... ........................ ............................................................................................................................................................................ ................. .................. ..................................................................................................... ... ......... .. . ... .. .............. ................................... ...................... ...................................................... .. ............. . . ................................................ . ..... .. .......... .... .......... ................ . ................. ................................................. Scale: 1"=20'H 1"=2'V 0 .... Project Manager: 0 .................... ........................................................ .............................. ................................................................ ....................................................... ...................................................... ........................ .................................................................................................. .................... .............................................................................................................................................. ................. ............... .............................................................................................. .................................................................................. .................................................................................. ..................................... ................................................................................................................................................................. ............... ............................................................................................................................................................................ ........ ............................ .......................................................................................................... ............................. A.Acree Designer: C.Johnson ...................... .................................................................................. ...................................................................................................................... ................................. ............................................................................ ............ ..................................................................................................................................................................................................................................................................................................................................................................................................................... ........................................................................................................ .......................................................................................................................................................................................................................................... ........................................................................................................................................ Drawn by: C.Johnson ............. ........... ................................................................................................................................................................................... ............................................................................................. Certificate of Auth: 7298 -2 -2 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ..................................................................... ............................................................................................................................................................................................................................................................................................................................................................................................................. ........ ............................... ......................................................................... ................................................... ............................... ...................................................... ........... ...... .............................. ..................... ................................................................................................... ................................................................................... ............................. -3 ................................................................................................................................................................................................................................................................ ........................................................................ -3 ..................... ............... ............................................... .................................................................................................................... ..................................................... ........... .......... .................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ............................................ .................................. . ....... ....... ................... .............. ...... ....................... ...... ... ......... ........ ... . .. .. ............ -4 -4 ...................................... .... ................................................................................................................................................................................... .......................................... ................................................ .................................................................................................................................................................................................................... .............................................................................................................................. ................................................. ............... . ..................... ... .... ....... ...................................................................................................................................................................................................................................................................... ................................. ......................................................................................................................................... ................................................................................................................................................... ............. ... ....................................................... . . ................................................ pmm" 5 1'o 20 -5 -5 ........................................ .................................................................................................................................................................... Project No.: 12210 ........................ .................................................................................... ........................................................................................................................................................................................................................................ ..................... .................................................................................................................... ........................ ... ................... . ............................ .................. ........................................... .................... . ....... ............ ............. Date: June,2013 i 0-�00 11 +00 12+00 13+00 1 Sheet No.: 411 .................... ............... L0 77 137 136 135 1,33 132 131 130 134 40 %* C) 04 NOTE: :? Al h 1. ALL FORCE MAIN PIPING SHALL BE INSTALLED WITH 6 A MINIMUM COVER OF 3011-3611. 1-811X811 TEE 4100 CL 0 Q a 2. MAX 2% CROSS SLOPE IN ALL ADA CROSSWALKS 1-8"X8"TEE 3-8" GATE VAI-Vt E 3-8" GATE VALVE W/C.I.VALVE BOX CC W/C.I.VALV� BOX 1 REUSE WAT 8" PVC DR25 .............. .............................................. .......................................................................... REUSE MAIN SERVICE TY ............ ............... 1-811 M.J. .......... 1 Of INSIDE R/W ........ ................ 1 WATER 22.50 BEND ............. .............. SERVICE TYP. 8" PVC DR18 . ........ 0 8" REUSE M.ON Cn WATER MAIN ............... . .......... UNDER 8"WATER MAIN .......... 0 FINSIDE R/W z Cu i I'SEPARATION w 1-8"X6"TEE ......... 0 -8" M.J. ........... 14,m.i. ---------------- ----- ---------- ---------------- r- (D cc J, 11.250 BEND 1-6" GATE VALVE 22.50 BEND E ------ ------------- o 1-8m M.J. W/C.I. VALVE BOX E .2 % 6" SANITARY 0 S 11.250 B 0 END 1-900 BEND CN SEWER CN M.J. 1-FH ASSEMBLY SERVICE TYP. m CIO a) 11.250 BEND 11qr u- 0 m Cn ............... ........................... ............ w ....................................... M i ...................... ................... 1-8 .............. ...................... of M.J. ...... .......................... 1-8 w 11.250 BEND 22.50 BEND ............ X 2-8" M.J. ....... ....... ....... 0' U) ....... ..... . ...... .... .... .. .. .................... ........... w M > U% ....... ... ,,l-8" M.J. 22.50 BEND ......... M.J. 0 ...................... 2-8" MJ 1-8 W ........... 11.25 BE14D 2-8" M.J. 22.5- BEND 22.50 BEN w 01 .......... 1.250 BEND MH w z ........... ........ 4 ............ 1 R REL EA .................... ...... ........... C) ............ ..... ............ VALVE ... ........... ............. ................... C� rz. cc ............ Cv .... ..... .... ...... �1:4:M.J­ Z� 11.250 ENDL —-----—-------------------------------- 7 29:L ....." HIT 7N L CN C' -44 L 5L +0 S ...................................................................................... % 4" FORCE MAIN ...... CK DRiVE 0 AK HAMM. 0 UNDER 8"WATER 4" FORCE MAIN ........ .......... MAIN l'SEPARATION MIH 30 UNDER 67-RE-USEIVAIN S-5, S EFyAkAT 10 N .......... Z-1 4" FORCE MAIN 2-4 M.J. -:Xxxxx 22.50 BEND OVER STORM SEWER 4" PVC DR18 l' SEPARATION FORCE MAIN 5' INSIDE R/W 1-4 M.J. 8" PVC SDR-26 11.250 BEND SANITARY SEWER TYP. 1-4 M.J. ui 11.250 BEND ......... C) .. . ..... ............ ui..... ..... 03 m Cu uJ 8" PVC DR18 u- 8" PVC DR25 WATER MAIN REUSE MAIN 5' INSIDE R/W .......... Cu 10' INSIDE R/W ........ ...... --- ...... m 9 i5 .... ........ ...... Cn -10 1 ..... ...... ---------- MOM=\M M MOMON 0 .............................. z ................................................................. 40 ...................... z < ............ .......... 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X S' 1�, I KP& D E Q 12 ........... ............................................. ................................................................... ........................................... .............................. ............................................................................................................................................................................................... .............................: 12 .......................... ............................................................. ............... ........................................................ ............................................................................................................................................................... .......................................... ........................................... .................. ................. ............................................ ....... .................................................................................................................................... .................. .................. ....... ........................................ ........................................ .............. ................................................................................... .............................. ................................................................... .................................................... ......... ........... .......... ........... .......................................... ................................................................................................................................................................f................................................................................... ...................................... ............................... ....................................................... ..................................................................... ............................................................................ ........... ............. .............................. .............................. ................................................................................................................................................................................................................................................................................. . ............. .......... . ............................................. ............................. ....... ........ ............ .......................................................... .......................... ...... .............. ............................................. ................ ...................... ..................................................................................... ................................ ................. ........................ 10/0 S.=0.30% S.=0.90% w w "0.30% 10 S. ...... :-1-11.................. .............. ........................ ............. ...... .................... ......................... ... .......................................................................................................... ...... ............... ........ ....................... ..................... ..................... ........... ............................................................................... ....................................... ................................................................................................................................................................................................. ........................... ............... .......................... .......... ........................................ ............... ......-.......... ............................ .................................... ................................ ....................................... ................... .......................................... % Cni 0 ............................. ................................................................................. AI�Q ................................. v................... .......... ......... ..................... ...... w C4 w w 9 8"WATER MAIN w ......................... ........................................................................................................................................................................................................................................................... .......................................... ........... ........................ ........................ ... ... ................................................: 9 .......................................................................................................... ................................................................................ ................. ....... ..................................... ............. ...... ............................... ................. ................................................ .................. ............... z .. ........................ .... ....................... .................................................................................. ......... ............. ................................................. ........................................................... ....................................... .... ... ............................................... ............................... ........................................ ............... . ................. .................... .......... ...... ........ oil ......... of M.J. U) %AIR RELEASE REUSE MAIN w 14 L .......... R:MAIN w 8 ZYVALVE ----------- 450 BEND C0 .....................I..................................................... ...................................................... ........................................................ ....... .................... ........................................ l'SEPARATION Ln E .................................................. ..................................................................................................................................................................................................................... ............................... ..................... ................................... ............................................................ 8 m CC44 so ......................... w .............................................................................. ........................................................................................................................... ........................................................... ........................... ............ .............................................. ........................ ........................................ .................. ...... ...................... ........... .......... J............................ ............................... -24"-V� . Z- < 0 CO) ...... 2 4' " MJ ......... 450 BEND ................. ........... ...................6. ...................... ------ ........... 45* BEND ..................... .......................... --------- ... ....................... ............................................................. ....... .............. .................................................... ...................................................................................................................... .................. ......................................................................................................................... ...................................... ....................... ............................................. ....... ............. ......... 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LF..QF..8.....p.v c.............................................. .......... ...... 8 9 ......... .......................... .............................................................................. .................... .................... 8"WATER MAIN AND 4" FORCE MAIN 6 .......................... ......... —p- . .A .............-.........1.&,. ..TE R..NIAIRAN D.......................... a ............................................................................................ ................................................. ............. ... .................. A........ ........... ................... ............... .......... ...... ............ ... .... . .................................................................................................. VA R-26 @ '13-40% 6 REUSE MAIN 8" REUSE MAIN DEFLECTION: CA 98 LF OF 8"PVC: DR-26 @ S.=0.40%' 12k La C2 8"WATER MAIN ...................................................... : : : - 8" REUSE MAIN 5 .................. .......................................................................................................................................................................... .... ......................................................................................................... ......-......................... ......... ............................................................................................................................. _ ........ .. ............................... ............. -It ............. ...... ...... ... ................................................. ................... .............................................41......4L............... ...................... .............................. 'INV...EL"=5'49" ................ ....... ............... ......... ............... ....... ..... B"REUS ENAIN..... ........................ I L Pv 3 ................................ 250 LF OF 8 C SDR-2.6 S.=0.40% INV. EL.=5.39 AVJLLVJAA �INV. EL.=4.90 .............. .................................................:-L ............................................................................................................................................................................ ....... ...................... ................................ ..................... ........................................................................................................................................... ......................................................................... ........................................................................ ................................... ...................................................................................................................... ........ ......................... .................................... ................................................-............................. ............... ............................ ......................................................I..................................................................................... ..... ............ ......... .... .. 2-8 ......................... ..... ... ........................................Ki,........ ............. ....................... N" M.J. INV. EL.=5.00 MJ 1-4 450 BEND 2-4 % 450 BEND D 450 BEN 30" RCP INV. EL.=3.90 .............................................. ........................... ............................................................................................................................ ............................................................ ............................................................ ......................................................................................-.............................................................................................. ---=,%................. 411 FORCE MAIN 3 .................. ..................... . ................................................................ ......... ....................................................... ..................................................... .............................................. ................-......................................................................................... .............. ...... .. .. .... .. ........................................................................................................................ 5V......... .......... ...................... ............................................. ........... --Zz ................................... ......................................... ................................................................................ ....................... IN- ................ UNDER BOTH 811WATER 450:13END A AND REUSE MAIN AND OVER:STORM 2 15" RCP 24"RCP ..................................... ........................................................ ... l'SEPARATION .......... .............................................................. ...................................................................... ............ .............. ................................................................. 2 ........................................................ ..................................... .... . ........................................................................................... ................................................................. ................................................................................................................ w .......................... *goal 1@11 ............................................................................................ . . . ....................................................................... ........................... .............. .......... .................................. ... ...................... ........ ......... .......— .............................. ............................. a lag ................ ........ 0...................... ...... ....... ................. . ............................................................................................................................................................. ....................... ....................................................................................... ................................... .................. ............... ................. ........................................................................ ................................ ................... .............................................................. ................................................................................. ............... .......... ............ .................................................................................................................................................................................................................................. ......... ........ ..................................... ................................................................................ ...... .................................................................................... ........... INV. EL.=1.20 scale: 1"=20'H 1"=2'V ...........-.... .....................................................................................................................: ......................................................................................................................................... ......... ..... ................................................................................................................................................................................ ............................................................ .. ........................................................... ........................... ................................... .......................................................................................................... INV. EL.=1.10 ..................................................................................................................... ............................................................................................................. ................................................ ....... .............................................................. ................................................................................. ....... ......... ...... ................ ....................... Project Manager: .......................................................................................................................................... A.Acree Designer: C.Johnson ................... ................................................. .... ..... .............................................................. ............................................. ................................................. ...................... ................... ..................-........................ .............. .............. ........................................ ............. .......................................................................................................................................................................... ................................... .................................. ....................................................... ............. ................. ............................... ...................... ................................................................................. ........................................................................................................................................................... ......................................... .............. ..................... .................................................... ..................... ....................................................... ............................................................................................... ......... ........................... .......... Drawn by: C.Johnson -2 Certificate of Auth: 7298 ............................-..... ........................................................... ................................................. .................. .............................................................................................................................................. ............................................................................................ ................................... -2 ............................................................................................................. ....................................................................................................................................................................................... ....................................-....... ................... ................................ .............................................................................................................................................................................................. ................................................... ............. .................................................................................................. .......................................................................................... ........................................................................................................................... ........................................... ......... ........................ .............. .............. ..................................................................................... .................................... ..................... ........ ....... ................................................................................................................................................ ................................... ........................................................................................................................................................... -3 ................................................................................................................. . ................................................. ... ............................................... ....................... .......... . .......... ................ ...................................... ............................................................. ................................................................................................................... .......................................................................................... ................... ................................... ............................................................................................ ................................. .. ..... ........................ ....................... -4 ...................... ............................................................................................................................................................................... ...................................................................................... ........... .... ..... .................................................................................................................................................................................... ................................................. .......... ......................................................................... ................................................................ ............ ............................................................................................................................................................... ............................................................................................................................................................................................................................................. .................. ................... ...... ................................................................. ............. ............................................. ...... ......................................................................................................................... ...................................................... FOMOM 5 110 20 -5 ............. ................................................................................................... ......................................................... ....................... .................................... .7.......................................................................................................................................................... ................................................................. .................................................................................. ..................................................................................... ......................................................................................................... -5 ................. ............... .............................................. ................................................................................................................................................................ ................................................................................................................................. .......... ............... ............................................................................................ ............................................................................................................................................ .................................................................................................. ....... Project No.: 12210 Date: 2 14 ' 00 15+' 00 16+' 00 17+' 00 18+00 June,2013 Sheet No.: 42, ---------- .............--------------- ........ ------ ...... 121 120 011 M.J. 126 125 127 124 ease M.J. 129 128 2-8 1-8 C 130 900 BEND ...... 11.250 BEND Jv LL................... ....................... or M-......J'.' I h.: Q) .............. h\ NOTE: ......... ....... Al 6 .0 ....... 11.250 BEND 8" REUSE MAIN Z...................... UJ ...... UNDER 8"WATER MAIN 1.ALL FORCE MAIN PIPING!SHALL BE INSTALLED WITH -8" i VSEPARATION 0: 0 A MINIMUM COVER OF W'4 36". 1 REUSE WATER 11.250 BEND z 1 WATER 0 M.J. 0 2-8 .................. SERVICE TYP. • ........... Q- 11.250 BEND ------- ----------------- • SERVICE TYP. 2. MAX 2% CROSS SLOPE IN, AI4L ADA CROSSWALKS 1-8" M.J. 1-811X8 E TE :1-8" M.J. 11.250 BEND 8" PVC DR25 3-8"GATE CL 116, 11.250 BEND W/C.1. VALVE BOX M.J. .-8!! -'REDUCER -8 x6t 10' INSIDE R/W i 1-8" M.J. REUSE MAIN 1_81'X411 TEE 2-8" GATE VALVE' li 1.250 BEND 1-4" GATE VALVE 11.250 BEND,7•' ........ 1-8"X6"TEE W/C.1. VALVE BOX ;�00 -6"GATE VALVE: W1 C.I. VALVE BOX 0 U) 1-90 BEND 1-8" M.J. 7E IN ... ........ cc M.J. TLFH ASSEMBLY 22.50 BEND 1-8"X4"TEE 2-8 1-,4!!-.GA-T-E---VALVE....................... 22.50 BEND M.J. ...... WHA. M Z 60k DRIVE MH_T'l 1-8 ....... r 71�0 81' PVC DR1 8 ca W/C.I. VALVE BOX 8 i? S E 1-4"X2" REDUCER WATER MAIN 22.50 BLNL)- cc 2-8" M.J. XXX 5' INSIDE k/W ..... ...... 22.50 BEND i ...... 0 . ...................... .............................. ... ........................... O *................................................. ......... 0 a. ................................... ........................ ..................................................................... ........................... . ..... ......... ... ...................................... ............................... w-, 1-811X41'TEE 1-8" M.J. 8 W LU (WD co 0 0 W o- CD 1-4" GATE VALVE 11.250 BEND SEWER co W/C.I. VALVE BOX 2-811 M.J. ------- ....... 91 M.J. C14 8" REUSE MAIN-, 1-8 E SERVICE tY- P. ................... E W UNDER 4"WATER MAIN 1-4"X2" REDUCER 22.50 BEND h\ 11.250 BEND l'SEPERATION ....... M.J. R42�!! on 2-8 X 22.50 BEND ....... Cn > -i --------- -------- ------- ----------- ff --------- --- uJ uJ Mn • ---------------- ------------------ -------- -- -1 1 0 -–-–-–- .... –-–-–-–-–- -–-–-–-– –-–-–-–-–-–- -–- –-–-–-–-–-–-–IF T_7 ... > rf AH 40 Z .......... ............... Nt Cn M .............. ...... ........... ui ML CD CD MH 34 (D H 35 Cb 'L U,U .......... CN U) 21 +00 to uJ .............. .................... .......... &620 W SANIARY OV R -8"X6 TEE Eo z ......... ................... .. ....... ............ :OAK HAMMOCK DRIVE Z .............. . ....... ... ... ION TORM 1'M:IN:SEPARATI -8"GATE VALVE 3 ........ ....... .......... ...... —----------- ----------------- ------ W/C.1.VALVE-BOX ------------------------ ------------ ---------------- .... ...... 0 0 ....... Al ------ -------, -6"X6"TEE 2" REUSE MAIN AIR RELEASE 4" FORCE MAIN ...... 1-6"GATE VALVE AND 2"WATER MAIN VALVE OVER 811 GRAVITY SEWER ........... ....................... W/C.I.VALVE BOX STORM SEWER OVER S ............... .......Y.S.EPERATION. ................................... .......... ....... ........................................................... ............................. .......................... ........... .... ................. -900 BEND ................ ........................... ..............1-F-SEPE11:1ATION..................... 1 WATER 1-FH ASSEMBLY REUSE WATER SERVICE rYp.—/, SERVICE TYP. 1-4 INSERT 2" REUSE MAIN .... ...... ------ AND 2"WATER MAIN • 8" PVC-SDR-26 11.250 BEND ------------ MAI ............ AN ---------- S ITARY SEWER TYP. ................... UNDER 4 FORCE 133 14"F OF�,8" PVC SDR-26 ...... ..... ---------I F_ Lu l'SEPERATION @$.4.40% 2-4" M.J. z ............. .... /4 4_� ........... ...... BEND 22.5 uJ Cu of ui A4 v 0: M, uJ 0 C: 2" PVC (SCH 40) -1�WATER 143 WATER MAIN $ERVI CE TYP. 1-4 Cu 91 Lu 11.250 BEND MH 32 : 138 A4 1 WATER TYPE SERVICE TYP. FLUSHING HYDRANT 4" PVC DR18 STA. 20+11.85 (133 RT) 139 FORCE MAIN 0 0, 2" PVC(SCH 46Y, ' TOP EL.=9.80+/- 5' INSI E,,R/,,W 0 z 142 A4 v ......... REUSE MAIN INV. EL.-5.43 ......... K z ------------- .......... .......... .......... C) Cn ... ......... FLUSHING HYDRANT 1" REUSE WATER ........ ................ --------- z ............... SERVICE TYP. ....... ---------- 0 ........... -------- Cl) ......................... ........... MH 3 1" REUSE WATER .............. ........................ z ................. --------- uJ ......... ...... ................. /........... ---------- .....ll�:.............. SERVICE TYP. ................ 4 ACCESS, DRAINAGE .... .......... ....................... .......... ... ..... 11 UTILITY EASEMEN1 .............. ................ ....... ............. 1 S .............................. ............. .................... -------- 2" PVC (SCH ....... ------------ ............ ........... .......... --- .............. 141 ............ 140 REUSE MAIN ........... .......... ............... ....... ------------ ...... ... .... ....... .............. SEE INSERT THIS SHEET U) W Cn 15 N 0 15 z .. ...................................... ....... ............................................... ............. .................... ............................................. ....... ............ ................... ....... z.. ...... .................................. .......... .................... ............. z ........... .. ...... ..................... ....... ......... ............ .... ........ .... ........ 8 ........ ....... ................ ...... ........ ....................... ........ ..............................................I.. y C)C) 04 C:) C) C 0 C.') 0 C,r C CY) 0 M C D 0 , 0 C,? LO 0 qql co — 0 ui co? 6 uJ Ci C:) Z 0 + + + Gi .�.� C) LO CN + V) Z N 0 LO(0 N LO LO Fwl 4 oil + w C UJ 0 + 0) + C) + + -----------------------............. ................................. +.. ..0......... .................. .............................. w 1 4 _. + C0 T– :5 ................ -:5-CV-_.;J............U)- ........ .. ............................... .................................... ---a- < ....... ....................................0..+ 6_J.- ...... ............ ....................... ................................. .................. .................... ...... .................. .................. + ......... C'� ....... ............................... ............... ..................... ...... ...................................................................................................... O it - C%4 04 CD N w N N L f) u 0- c3i M (N W N 04 W uJ W It U) CV)W w a. a. CL U) 0 C L F- wl C0� � ���_ I��, z C/11)-wi U)w MMW MMW 11 w 3 �_0aQa �� O 0 z 2 U)w w 1 3 -_ . _J co)W. 2 - (n w 2 U) (n --------------- ......................... ...... ........................................ ........ ............................................................................................. ................................... ............................ ............................................... .......... ............................................ .............. ................................... .......... ................ ........ ............. ..................... ................. ..........................------ .................................................................... .................... ....................... ..................... .................................. .......................................................................................... ....... ...................... ....................... ........................ ................... ......... w z -:12 ST I N GRADE 1"YP, 12 ........... .......... .............. ............ ................. ....................... ...... .......................................................... ......... ... ............................................................ ...................................................................... ...... ....................... ........... ................. ............. .......... .... ... ... ................................ .............................................................................................................. ..................... ............................. ------ ................................... .................. ......... ................ ............... ............... ................ �S�wo:93L% ......... S-=0.93% S. o. .................. ............ .. .................. ................... ...................................................................... S 93% .......... .............. ................... ...............................L L ............................................................ .. .. ...................................................................... ...... ......... ........... ... ........................................... ..................... .................. ...... . .................................... L ............................................. ........ -------------------................ ......... .............. ............. ........ ...............................L ...... .................. ...... .................. .............. .................... .............. ............... ....... 10 1 Q.4 ...... ................................. ..................... ..... - - -- ------------- --- .............. ........................ ............. ................... .................. ...................... ............ ......... .......................... CNI ..... ...... S 7 4 O/C 8"WATER MAIN ....................... S. 031% AIR RELEASE Al 1-8 w VALVE 450 BEND W 9 ............ ............. ......... .................. ......... .............. ................................. ........... o ......................... ............ ...... .............. .. ...... ... ------------------ ................. --------- ...... ......................... ................ ........ ............................................................................................... ............ ..................... .............. ................................ .......................................... 9 ....... ..... ....... ........ ........ ..... .......... ......----------------------------------------------------------- Co ... ....... .. .................. .............................................................................. ...... ....... w 4 FORCE MAIN ic w L ............................. ') , E u OVER 8"GRAVITY 8 C%l 0 C/) 0 CM 8 ............. ............... . ........... ................ ... ... .............. 0 w SEWER l'SEPARATION .................. .................................................................................................................... ................................................ .................................... .......................................... ................................................ .................. ................ ...... ....... ......................... .................. .. ..... ........ ........................... ....... ......... ........ ................. -------- ......... ........... ................... ....... ........... M C" .......................................... Z_ ........ .. ............................................ ............... ............... .......... ... ................ Z'WATER MAIN' ............ ...... UNDER 4" FORCE MAIN E- 0 ...................... ............... 7 ------------- ....... �e u- ................ 70 l'SEPARATION .............. ........ ......... 76 LF OF 8"PVC..SDRa-26--@-S;;=0.40%...... ............. ........ ....... ....... ........... ......................... -----­------------- .................. .................... .............. ...... .................... ....... ............. ........... ................ .............. ..................................... ........ ............................................... ................. ................. r .... ......... ....................... .............. ................... . ........ ............ ...................... ...................... ...................... ........... ............ .................................. .................. .... ........ ............................. ------- ........... . ..... ............................................................................... ................................. ................................... 0 ......................... .......................... ........................................... ......... r> 8"WATER MAIN AND NV. EL.=7.00 6 0 INV. EL. 6.70 V) 6 ........ ......................... ........................... .............. .......... ---------------­------------------------------- ............... ...... ------- ..................... ................................................................................. ................... • ..........8"REU.SEMAIN... ........ .......................... ...... ................ ......... ......... ........... ...... ........ ...... ....................... ............... ------------- ....................... ..................... ...........................-------....... Ln 0 , 8"REUSE MAIN Lo ........ ..... ............... ............ 2-811 M.J. 8"WATER MAIN AND 1 5 4" FORCE MAIN 'WATER MAIN 5 UNDER8 22.50 BEND 8" REUSE MAIN DEFLECTION .................................................................................. .................................... ............................ ............... .............................................. .............. ......... ......... .............. ................................ ........................................ ........................... ............................................................................................... ............................................................................. ................................. . ... ........................................................................................................................................................................................................................ .............................................................................................. ........................................................................................................................................................................................ ..................... ................ ........ ........................... ... .. .. ..................................................................................................................................................................................................................................... l'SEPARATION 1-8' M.J. .................... INV. EL.=4.90 18" RCP 4 45*BEND 4 ......................................................... ............ ......... ........................... .......................... ........ ..........................................................................................................................................................................................................I.............................. .. .... .... ........................................................... ............................................• .............. .............. ........ .............. ......................................................................................................................................................................................................................... ......... .......................................... .................................................................................................................................................................................................................. ...................................... ................................................................ ........................ ........... .................................................................... ..................... ................................................ .. . ............................................. .................. ........ ............................. 450 BEND ...... ................................................ ....... .............................................................. ..................... ........................................ ........................................................... 11 M.J. 8" REUSE MAIN 2-8 3 3 30" RCP 22.50BEND............................................... .............................................................................. ......................... ........................................................................................................................... ............................................................................. ...................... .... ....................................................................... ......................... ...................................................................................................... ................................................................................................................................................................................................................................................................................................. ........ ....................................................... .................................................. ....... ................... ........................................................... ....................... ........................................................................................................................................................................................ ............................................... ...... ............................ ................... 8" FORCE MAIN .15" RCP 24" RCP UNDER 4"WATER 4" FORCE MAIN 2 2 l'SEPARATION ............................................................... ... ... ................... ......................... ....... .............................. ................ ................. .................. ....... .................... ............ ........................................................................................................................................................................ ......... ...................................................................................... ............................I................................................. . .................. ........ ............................................................................................................................................. ................... .............. .......... ............ , .................... ........ .............. ......... ...................................... ................... .............. 30" RCP .. .... ................................ ........... .............................................................................................. ..................................................... .................................... ... ... ................... 1 ...... ............................................................................................................................................................................................................................................................................................................................................................................................................................................. ................................................................................. 1 ............. .......................................................................................... ........ .............. ........ .................................................................................................................................................................................................................. ............................................................................... ... ...................................... ........ ............................................ .............. ..................................................................................... ....... ........ ...................................................................... .................................................. ............................................................................ ............................................................... 253 LF OF 8 PVC SDR-26 @ S.=0.40% Scale: 1"=20'H 0 0 ........................................................................................................................... LF OF 8" PVC Project Manager: ................................................................................ ........................................................................................................................ ............................................................ ........................................................................................................................ ............................................................................................................................................ ........A SDR-2 145 LF OF..8"..P ...47............... V .......................................... ......................... 61cD"S.,;�i0:40%........................ ....... A.Acree 73 LF OF 8"PVC SDR-26 @ S.=0.40% INV. EL.=0.09—/ INV. EL.=(-)0.19 Designer. C.Johnson ............................................................................................................................................................................... ... .............................................. Drawn by: C.Johnson .......... ........ ................................................................................................................................................................................................................ ...... .................................... ...................... .. .. .................................................................................................................................................................................................................................................................................................................................................................... .................................................................. ..................................................................................................................................................................................................................................................................................................................................... ...................................... .............. ................................................................................... ......... ..... . INV. EL.=(-)0.48 INV. EL.=(-)0.59 NV. EL.=(-)0.38 INV. EL.=(-)0.01 INV. EL.=(-)0.98 Certificate of Auth: 7298 2 INV. EL.=(-)0.69 -2 ...................................................................................................................................................................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................................................................................ , ......... .......... ........ ................................................................................................................................................................... .08...... ............. -3 -3 ........................................................................................................................................... ........................ .............................................................................................................................................................................................. 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................................................................................................................................................................................................................................................................................................................................................................................................................. ........................ ................................................................................................................................................................................................................................................................................................................................................................................................................ ........................................................................ .............................................................................................................. ..................... 5 0 10 20 -5 Project No.: 12210 -5 .............. .............................................................................................................................................................. ......................................................................................................................................................................................................................... ................................................ .................................................................................................................................................................................. ....................................................................................................................................................................................................... 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Date: �m25 June,2013 'v 0 �8. M.J.M' 250 19+00 20+00 21 +00 , 22+00 23+00 24+00 Sheet No.: 431 1" REUSE WATER „��a•�u++" +N,a SERVICE TYP.Q ! ' 1 � ! 1REUSE WATER ...................... ..... .........................-......................................... `„ SERVICE TYP. 119 NOTE: 116 1-FLUSHING HYDRANT 117118 • MH 37 � �'�•' M •♦S c 22 - MAX 2% CROSS SLOPE IN ALL ADA i `►/ CROSSWALKS J ! � - MH 37 I 3 • TYPE "A" ! Z ,W * �. CD cV + 1 i I -` / i 1 ' ` - 1 i ®TOP EL.=10.90 1 i 114 INV. EL.-4.21 ' ' r7 ` Z i �\ 2.. PVC(SCH 40) REUSE MAIN 1-FLUSHING HYDRANT® '�►,, 'a _ N \ LSC) SNI IN 1 Ip• I \ \ \ i O i 1 AN LLI W i i (A .......................................... ........................................... ........................i ......... W .-. i1 if w In _._. _.-._ .------------ ----- m i.... '-----\ ----•---------•-•---•-----•----•---------•-i-.-•-•-------- ; •---- , '� .\ 'I \ t ;.\:.................. .................. i1 II iiI W— �' Yrtn- VOU ................................ Z . O Z Q0 T... ... QN U ch C O ON I 4 ~ o = a " Q d V — G fA 1 \ I 1 I O 0 Q f I \\'`• m -f.. , 115 PVC S 26 6 m > cn I , i �. 1-6 M.J. 5 LF O DR 1 E N �� `` ° ©@$.=0.40% �� I ' 1 'C co c - N 11.25 BEND i N 1"WATER Q ��. i 4 PVC DR25 6"SANITARY I SERVICE TYP. 3 > 1" REUSE WATER REUSE MAIN SEWER 3 ................................... ! SERVICE TYP. 5 INSIDE R/W 4 SERVICE TYP. 2" PVC (SCH 40) ( W ,\ ................... % ; ........................................-.-...................... ....................................................... .............................. ..,.......- ..\ I d :..................... ...........................................................:.,...... © I , •�� 1 1/2" DOUBLE WATER 8" PVC SDR-26 WATER MAIN I d M co M MH 6" M.J. 6" PVC DR25 SERVICE TYP. WATER 0 0 0 0 Q� _ ; 1-6 X4 REDUCER ! i -............. .....................--...... ,................................. N N N N O 1, „ 1 4X4 T i 1 2.5 BEND 1-6 M.J. Ira REUSE MAIN 1-4"GATE VALVE CN CN 11.25° BEND M M 5' INSIDE R/W ! W/C.I.VALVE BOX I o o 0 i ' ! � ----------------1-4"X2" REDUCER----- '------- ------ i ------ ---- --;-------------- 40'ACCESS, DRAINAGE L. _ -� ----------- ------------------------ ------------------------------- '- -------- - -------- ------------- ----- -- ------------------- ------ --------------- ------- --------- AND UTILITY EASEMENT - :. 4 M L Z -r. S 6'a : ' IN .. _ -3t}A. _- - MA _ S __ _ __- WATER ___ 2 _ _ _ _ __ _ _ _- _ __ _ - _ _ MA ' \ ___ REDS 4 ...> > TION / _ 1 SEPARA 9 M H 38 / 1l� RI -CK C� OAKHA _ - _ 2 WATER MAIN _ R 8" SANITARY -— ` ` \\ NITA ' PARATION Q 1-8„ M.J. r i 11.25 BEf`4D �- / LLJ - - I 1-8"X4"T 1 4"GATE VALVE w Uj EE � 8 PVC DR18 I ! LL WATER MAIN 1 1/2 DOU�BL .,. 1-4 GATE VALVE j W/C.I.VALVE BOX 1 C. . V Cly !` f` 5' INSIDE R/W REUSE WATER _ I E P \ 1V-4"X2" RE — Y . ATER ! ! SERVICE TYP. 1 ! i ICL 1-8"X6" E �� SERV 1-8" M.J. � � ��� � `\ ' 1-6"GATE VALVE r ! ND i z f , 11 25 BE W/ I VALVE BOX I .......... 1-FH ASSEMBLY a 19 BEND fA 1 8"X4"REDUCER cn • 1 i z Lui 1 : I I I ' 1 - �• 25 DRAINAGE I • ;' EASEMENT - z_ I I i 1 I 97 98 91 ,f 93 ! 94 95 96 V / 92 i U) cd w L) U 15 ....... .................................................. ................................................................ .............. ..................... ....... ... ...... ......... _ V1 5 ° _ _ _ _ N O .� o , �o �� 14 _ 00 �-- o ZN = ~ Z N _. .. _ _.... ... ......... _....... ....0.G+p. ...... ._..... ...... -. . .. ......... .... ...... _.... Q ..... _.. _... . ........ _....... _.. - O Q t r' O + O __.. _ __. ..._ . ....._.. .. . _..... _ ... ...... _ _... _ d N 14 . ..... ...... ..... ... __ .......... ......... ..._ ........ _ 1� O .:._ N� .. ....... ....... ......... ... .. 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A.Acree ........ ......... ......... 'INV. EL.- .30 -1 Designer: C.Johnson _ _ .................................................. ........ ................................................ . ..... ... ......................................... INV. EL.- O.Q9 .........................................................', .................................................... ........................................................;......... Drawn by: C.Johnson � ) 1 ..... ..... ............... .................... . .................................................. 2 Certificate of Auth: 7298 ....... ....................................................................................... _ .................................... ............... ................................................ ... ............ ...... .................................................................................... ........ ..... .............................................. . .................................................. 2 ................................................................................. .............................. .......... ................................................................ ........................................................................... ........................................................................................................................................................................................................................................................................................................ ... ........................................................................................................................................................................................... ................................................................ 3 ....................................................................................... .....................................................................................3 ................................................................................................................................. ............................................. .................................... ............................................................. ........................... ............... ........................... .... .............................................................................................................................................................................................................. ........ .................................................................................... ......................................................................................................................... ........................ ................... ......................................................................................................... ....... .............................. .............. ...................................................................................... .................................................... ............................................................ _ ............................................................................................................................ ................................................................................................................................................................................................... -4 ...... ................... ................................................................ .......................................... ............... ......................................... 5 0 10 20 -5 .... ........................................ ........................................................ ......................................................... ......................................................... ................................................ Project No.: 12210 _ ..... .... ......... .......... ........ ..... ... ................ ......................:... ...... ... .. ............... .. ........ ............................................ ....... ..... .. ........ . ... . ............. 5 .......... Date: ........................................................................................................................................................................................................................... ........................................................................... 28+00 29+00 June,2013 25+00 26+00 27+00 Sheet No.: 44 Z 108 \\LO 110 ! ,_ i 10 CD v �'� • ... .... ......... ............ ..................... ............................................................ ........... ............................................................................... ..................................................................................... ... \ i tom. \, ; �� � '`•� -____ LL NOTE: ' N i 1 ! ! \ \� ! �� i � � \\\ :\ i ,\\ '` � MAX 2% CROSS SLOPE IN ALL ADA � a O CROSSWALKS _�.,�• 2 113 <;, \� >>*,... ....................... z 'moi as Pat CL 11A L) — i ................ i..> 106 o BACTERIOLOGICAL SAMPLE POINT ; (o -.-.-...-.-.-.-.-.-.-.-.-.-.-...-.-.-.-.-..._.-'-'-.-.-.- -. i v ' i �� N U z ...................................................................................... p = Ct CL n Cf) c° O i n " " m m ❑ N i 4X X2 TEE 112 1 cc 1-4"X2" REDUCER' '\ U C) 1 1/2" DOUB""E WATER 2" 90° BEND i --�-- ---.-. > i SERVICE TYP. - \ - i 2" PVC ( CH 4 ) REUSE MAI 6' INSIDE R/W(TYP) . w .............................................................. ............... i i S 0 N W TYP ; a ....................................... ; ; •�•,•, \ �• i d 1" REUSE WATER 4" PVC DR25 •• i i 11 O i \ '� i �' � REUSE MAIN 2-4 M.J. 45 BEND O i SERVICE TYP. i r 1 N N 5 INSIDE R/Wcc 1 1 , , ,• ........ 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EL.=(-)0.75 ; 2 . : : -3 3 ............... .. .. ........ ............... _ - 1 INV. EL. 2.7 .. ::...)2.........:.:.: INV. EL.=(-)2.61 _4 .... 4 5 0 10 20 . -5 Project No.: 12210 ....:... ..: .:..:.:.... .:..:.. _ :...................,..:........... _:....:..:..:..........: ........ . ........ .................. .. ......... ......... ................ ........ ......... ........... ......... .............. ::.. t : . a e. D 10+00 11 +00 12+00 13+00 14+00 June,2013 Sheet No.: 51 NOTE: "I,""""",........... THE CONTRACTOR SHALL LOCATE ........... ALL EXISTING UNDERGROUND UTILITIES .......... APPROXIMATE LOCATION OF PRIOR TO BEGINNING CONSTRUCTION .............. x�- X",I, % N \"\\\......... 2 4 -BUILTS 24"WATER MAIN FROM AS THESE PLANS DO NOT SHOW ALL OF THE ....................................... .............. w -\.........\...............1-1111..... - ,I ...1-11 .............................. EXISTING UTILITIES PROVIDE BY THE CITY OF ATLANTIC BEACH ...... . .... E ........... CONTRACTOR SHALL VERIFY AND i CD .......... ................ NOTIFY THE ENGINEER OF RECORD .............. ................. OF ANY DISCREPENCIES PRIOR TO NOTES: ............... .......... ........ ..... ......... BEGINNING CONSTRUCTION ........... .....- W\ IT I'll ----- I - z "A A\ I............. 0 -------- . .................... H ............11 1.ALL FORCE MAIN PIPING SHALL BE INSTALLED F M A MINIMUM COVER OF 30"-36". N EXACT LOCATION OF CONNECTION TO 24"WATER CN Cll� 1-24"X8"TAPPING MAIN SHALL BE COORDINATED BETWEEN THE ............ 2. ENTIRE FORCE MAIN AND WATER MAIN FOR SERVI ............ ............. SLEEVE AND VALVE CONTACTOR AND THE CITY OF ATLANTIC BEACH TO GOLF COURSE BATHROOM WILL BE PRIVATELY . 's"\ . '1110"m Lug Vol, w, ......... 4 ........ N'�N APPROXIMATE LOCATION OF OWNED AND MAINTAINED. X-\�-N \'N "n" w,N' 18" FORCE MAIN FROM AS-BUILTS 11\1 I I 1W I 1\1 R 11 W.,I 3. MAX 2% CROSS SLOPE IN ALL ADA CROSSWALKS N'w ----,PROVOEBY"THE"CITY"OFAILANTIC--BEACH \\1 N'INN HE... . ........ -2 CONTRACTOR SHALL VERIFY AND R MAIN lie 0 NOTIFY THE ENGINEER OF RE=RD . 1-8" PLUG FOR 8"WATE E 3: cn Cn 01FANY-DISCRZIRENCIES.-PRIbIR TO FUTURE CONNE-Clib"N UNDER 18" FORCE MAIN ... I ..... 0 'I'SEPARARTION Cn ............... .............................. 2 mu&m 1- FLUSHI-Nt HYDRAN ...... BEGINNING CONS .......... i-71"............... ........... E ........ 1-8-GATE�VALVE W/ ------------------------------------------------- z .. ......... .......... E E ca (L E 0 cc -V-E\ .....GJ-.-VAL r 0 C-) 12 0 U (L 0 .............. _�3OX 0 a. uj cc > ............ ............................. 0 .............................. ..................................................... ............ (LD LU a C1 .............. .............................. ........................................... ............... LL a u- 0 C�l ............ MR 57 Z 0) CL GOLF Ot 21 a- U) > LL Cn 2: 04 58 ......... '--A-TH (D 1- ivrr-,,t,FR BOX, VALVE ,CITY OF AND BVP PER ATLANTIC ...... v ...... BEACH'STANDARDc .......... w ............. 0 \NWINN'M M-NN, .........."I 14t cn cn Cn co 56 v- C1 10 CD 0 0 2" (SCH-40)WATER SERVICE CN CN CN C� r-!. A m C-4 C14 0118 J- Ch CY) C) C) 15' UNOBSTRUCTED "A UTILITY E E--N-T......... Cm 6 z ZE ........... % f 'J t % % N!" ------- .............. FOR INFORMAVO .............. % %\ SEE SHEET 40 Nk ......................... N ................. \...... uJ..... ...... C z uJ 55 Cu w u- 0, ui C: 1 M J. 04 (L 22.56 BEND Cu ui ............. 53 C/) ui F- ................ 0 ........................... z -8" M.J. z 41 2.50 BEND---/ 8 < GOLF COURSE z SHELTER 0 I!,M J. -40' 450 B H) U) MH13 z LLJ X" ........... ......... ke ............ ......... z ............ e_ HL MH 4: % co ............ as "'.16 PRIVATE ....... X % m E il�1-1'1�1 K-11111N.1110 ...... ... ui 00� U) gii� 126 LF OF 81, PVC z SDR-26 @ S.=0.40% A 0 ......................... .......... C' A- FORCE! MAIN CON CTI KE AT INV.*..EL.=5.00 N%��00N m .......... w.*.R E. 54 ............ ........... 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I CO C* ............................................................................................................................................--------- ......................................................................................................................................... ....................................... .................................................. ............................................ .............................................................. 4" F.M. OVER STORM SEWER 2-41, M... VIVIIN. SEPARATION 450 BEND A ............................................. .............................................................................................................................................................................................................................................................................................................. ........................... ....... ................................................................................................... ................................... ........................................................................ ........................................................ ......... .... ... ....... ................... ......... ............................. ............................................................................................................................................................................................................ ....... ........ ................................................................................................................ .. ................................................................................................................................................................................ ........................................................................... ............... .................................................... .................................... 2-4" M.J. .. .......... ... 450 BEND ................................................................................................................................................................................................................. .................................................................................................... ............................................................... .........A... ............ ...... ....................................................... ............................... ....................... .. .... ... ....... ........................................................................ ......................... ............................................ .................. ......................... ................. ................................................................................................................ k............................................................................................ ..............................................................................................................................................I........................................................................................ .............................. -1 ........................ ......................... ................ ......................................................... A` A... OF 8"PVC SDR-26 V .......... ........ @ S-=0-63% .................... ............................................................................................... ...... ..................................................................................... ..................................................................................................................................................... ................................................................................................................................................................................................... ...... ...................... . . ............................... .................................. .......................................................... ...................................................................................... ................................................................................................................... ............................ ...... ....................... ........................................................................................................................................................... .............................................................. ...................... ......................................................... ................................j....... ......... ..........................8"'WATER"M INV. EL.=5.78 UNDER SAN TARY: 1'SEPARAT1 N 2"WATER MAIN AND 2" FORCE MAIN ..................... ......... .............................................................................. .......................................................................................................................................................................................................................................................................................................................... ................................................................................... ................................................................................ .................. .................... ................................... ....... ....... ........................................................................................ ...............................................................-............................................................................................................... ................................................................................. ............. .................... .......... ................................................................................................................. ....... ...... .......... ................................ ................................ ........................ ....................................................................................................................................................................................... :8" REUSE MAIN :.UNDER SANITARY: :1 SEPARATION ............ .......................................................................................................................................................... ................................................................................................................................................................................................................... ............................... ........... ............................................................ ........... ................................................................................................ ....................................................................... .................................................................................................................................................................... ... ................ ...................................... .. ...................................... ........ ....................... ................................................. .................................................. ........... ........ . .......................... .......... ....................................................................................................................................... ................................ .............................. .......................................... .... . ......... ... ............................................ ........................ Scale: 1"=20'H 1"=2'V Project Manager: INV. EL =4.98 A.Acree .............................................................................. ............................................................................................................................................................................................... ........................-.................................................................................................................................................................................................. . .............................. ............................. ................... ....................... ............................ ........................................................................................................................................................................... .......-..................................................................................................................................................................... ........................................................................................................................................................... ....... ....................... ......................................................................................................... .................................................................. .................................. .. ..... ............................... .......... ........ ... ........... ................................. .............................. ................................. INV. EL =4.88 Designer: C.Johnson t Drawn by: C.Johnson ......................................... ................ ................................................................................ ........................................................................................................... ................................................................................................................................................................... ............................................................................................................................ ................. ............................................................ ................................................................................................................................................... ...............................................-................... ....... ...... ........ ............................................................................................................................................................................... ...... ........... ........................... ... ......... .................................................................................................................................................... .......................................... .......................................... ......................................................... ... ..... .................... ............... ............................................................. Certificate of Auth: 7298 ................................................................................................................... .............................................................................................................................................................................................................................................................................................................................. ...................................................................................................................................... ................................................................................................ .......w.............................................................................................................................. ............................................................... ............................ .......................................... .......................................................... .............................. ............ .............................................................. ........................................................................ .................................... ......................................... ................................ .............. ..................................................................... .............................................................................................. ..................... . ....................... .................................................................................................................................... ............................................................. .................................................... ....................................................................................................................................................................................................................................................... .......... .................................................................... ............................................................................................... .......................................................................................................................... ........................... ............ .......... ............................ ...................... ........................................................................................................................................................... .................. ... ........................... ........................ ... ................................................................................................................................................................................................................................................................ ............... A4131RECTIONAL"DRILL.......................................... 2" FUSIBLE PVC WATER MAIN AND FORCE MAIN m2 ...............................-... .......................................................................................................... ...................................................................................................................................................................................... 5 0 10 20 ................................... .......................................................................... ........ .................................................. ............... ........ ................................. ................................................................................................................................................................................................ ..... ............................................................................................................................................................... .....................M.I.N-.-4'..1BELOW..B.OT.T-OM.- ...................................................................... ... ............................................. ... ............................................. ...................................................... Project No.: 12210 2� Date: ............................................................. .................................................................................................................................................................................................................................................................................................... ...................................................................................................................................................................................................................................... .... ..................................................................................... ........................................... ................................................................ .................. ........ ....... .................................................................................................................................................................................................... ................................... .......... ... ....................................................................................................................................................................................... ........................... ................... ... .. ........................... ........................................................................................ June,2013 [Sheet No.: 521 o- I c� ,: `_ �\ \\ � � `� �, ,' cam\ \`\\ \\\\\\\ 'tea ` ���� � •• ii•• C • \. • \ • • I % uJ _ a I \�\ `\ \ •• • v \, R •• �I „ • vv` 14 M J cu 0 NI „ N0 N — + I 900 BEND a c \vv4X2 REDUCER yy vv A NOTE: I v 611PVC SDR-26 'F 8 4 TEE SEWER SERVICE i - 2% CROSS SLOPE IN ALL ADA VE � 2 GATE V � ��� v�yASH 2 `a v " \ vv vv,v CROSSWALKS U .,. FOR INF• tIIATION ,. yy �, :,. 11 ........ � ��:• y� � -4 GATE LVE .� .�;�. SEE T 34 y W/C.I.V VE BOX C �\.; . I>' • Z v .............. 0 ............ ...... NJ v v , ...,,,..... , > V` c \. s_ v C � v • A\� O v f0 \\ a y A 0A I vvv y. ry, v A y A, v` +.\ J'- U U 8 ELISE M N `v \ ,.. ,.,..�,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,, ,,..;..> ',>....,,. .... � �: R MAIN .' \\` ,\ � „. :•: :\ o ,. i� NDER 6 A�fiE RTION , . , \\ �� ��\ � 1 SEP ,\ �� ,\ � �\ \ �. N \ + I N \\ \ \' \. \ \ \ (D V SCI4 0 \\R SER�JCE `\ \ r, \ \ \ N o \ \ 1 i \ \ \ \ \ \ \ \ LF 0 F C �. \ \ �8 \\ \ \. \ \ \ m \ DR 2 S \ - CF \ \ ? \ \ N , CART BAR , r : \ CL , • .. ,\ \. 132 LF OF 8 PVC \ \ +\ �` 2" PVC (SCH 40 \\ \ \ \ \\ • • \\ \ l \ \ \ \ \ h;' \\ \ \ \\ \ co \ �� ®SDR 26 @ S.=0.40% °. \ o a� 1 \ WATER SERVICE \ \ �� o ♦• \ \ \\. ��\ \ \• Cur ;. OK OdO 41, PVC DR1 " WATER MAI r • F� \\ \ \ \ \\ \, a \ \ ••- \\: \+ ,.`• p \ \; 5 INSIDE P/100L .� MH 5 \ 1-2 BVP PER CITY \' Z MH 3 \\.,OF ATLANTIC B EAC S '\._ •\ \;+ �• ��• \. +�� \ \\`\a\ `\ :\\,: �\\` ;•\\ \`\`' \ \moi \ .\., \,\ \ ',\ `�`• � ;'. , , , Y 8 PVC DR.18 \ \ \ WATER MAIN :\ 5 2: BEV 5INSIDE R/ . hh .- 1-8 X ,RE CER ,\``' 1-1-LUSHING HYDRANT \ \ RIOLOGICAL " 1 °\ \ - AND BACTE \ \ \• \\ \ '. \ \+ r •, " \ \ o\ 1-2 WA M ER X I °\ +\ SAMPLE POINT \AND-VALVE P OF \ \ \, \ ATLANTIC ACH DA 4 P DR18 W ER MAINmo INSIDE R/W \ ,\ i z \ \ Lucu uJ uJ LL Lu • , , 1-4 M.J. \ \ \ \ :' \. rl •''... ` 900 BEND '•. \..\ \\� /.\ \+\\++°' - ,,:�'> \''• �, \,, Cu 1-2 WATER METER BOX VALVE \\' \\ \ w AND BVP PER CITY OF ATLANTIC \ BEACH STANDARDSLu \ \ \ \ a' r \ \ z FOR INFORMATION .; � \ SEE SHEET 34 \ o cn ..,.,...,. \ :\ z \ \ o \ \ :� \......................... \ W \\ fn a _ H w J 15 �' 1 ' ..................... ....... .......................................................... ........................ 15 ............................. _ _ ............................................................... __ ............................................................ __ _ _ _ _ z ........... .. ....................................................... .................. .................................................. ... .................. ......... ......... ........ o o�,.... + l--� 0 o ai o°° oo .�..� ... o 0 �—' rn14 ...... ......... ......... ........ ........ o c r- of U.: _ _ .... ...... ........................... ......... . _. _........ o - i i _ n ..... ......... .....,,.. - o + .... ........... ......... ....._ _ 14 w<+ co ...... ....... ............ . .. ............ ... . .....T... ................. .................. .......................................................................... .......... ....... ...........,....................-.-.......... ......... ..........:............................. ......... ......... -.......... -......... ........ _... �.,..,,,., .....,. ... .. ... .. ............. r ... ..... ......................... ........... ... -.- ... .. .......: . ......... ........................ ..... . . __ •o w wvs QT Cr.w Nw w Q E- „ =a Q n- a a © _ �-• Cl) F-O = O - ...,..... _......... ......................... �- J ............................................ .... ._..... ......... ......... 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V 8 WATER MAIN C d 8"WATER MAIN 4 WATER MAIN 7 Y , ........................., .... . ....... ......... ........................... . .........__ ....................... ........ _....,...._ . ......... ....... _ ......................... ...................... 7 mo ...... _ _ 0 _ , ... ... . . �. , 60 .. _ H .. _..... ................... _........,_,, _ .......,. _ 6 v ....... ...... 3 RAD .. „ 5 ` CD ,.... ..........WATER MAIN ............... .. .5 .... ........ .... ....... ..................... . .......... ................ ............................................. ..... ....................... ... ........ ........ ... .......... ................ ............ . .................. .... ........... ...... 811 REUSE MAIN j...,. . UNDER 611 WATER MAIN ....................................................... ..:,.;,•.,. , 3. . . . .. .......................... .... .................................. ...................... ......... ................. .......................... % ... ............................................... .................. ............... .... ............... . ............... ....................... ............................. ..... .......4 SEPARARTI N ........ ........ ..... ...................... ................ ..; .......................................................... .... .... ......... 3 ................................................................................................................................. ...................................................................................................................................................................................................................................................................................................................................... ...................... 3 .................................................................... ................................................. ................................................................................................................................................................................ ..... ....... ............ ........................................................................................ ....................... ...................................................... ...............I... ....... ................................................. ..................................................... ........................................................................................................................................ .......................................................................... .................................................................. ........ ............... ................... ........................................................................... OF 8 " PVC S R-26 S.=0.40% .... ............. ......................................................... 2 ........................ ....................................................................................................................................................... ....... .......................................................................................................... .........- 126 LF ......................................................... ........................................................ ......................................................... ............................. ........... .................. .................................... ....... .......................................................... ................. ®INV. EL.=2.35 0 1 INV. EL. = 1.85 ........................ ..... ...... ....................................................... ................................................. . ........................... ..................... 1 _ ° .. . .. ... .r ..... . .... . a 68 LF OF 8" IVC SDR-26 S. 0.40 - - 8" KNOCK OUT 10 O Scale: 1°-20'H: 1"-2'V .................................................. .. ........................................................ ...... ............................... ............. Project INV. EL. 0.92 oe Manager: 0 ... ... . .... . ....... ........ .. ..... .. . .. ............:....... . ...... . ........ ......... ............... ............................................................................................... ....... ...... .................................................................................................. ................................................. ......... .............. .. . .. INV. EL. = 0.45 INV. EL. =0.5$ A Acree 10; 9 INV. L. =0.82 — Designer: C.Johnson ................. ....................................................... ....................................................... 1 ......................... ....................................................... Drawn b : C.Johnson ...................................................................................................... Certificate of Auth. 729 .. —2 C 8 1 ................. ..... ...... . .. .....__........... . ...... ... ....... ......... ....... .. ............... .................................. .......... . .................. ....................................................... ......... .......... ........................... ....................... ............. ........................... .... ............. .......... .................................................... ........................................................ ............. .......................................................................... ................................ .................................. 2 . .......... ................ . .... .... ... .................................... ...... ............................................................................. .................................... ......................................................... ... ............ ........ ............ ................ ... ...... ... ......... ....................................................................................... ..... ..................................................................................................................................................... 3 -3......... .................................................................................................................. ..... ......... .............................................................. .. ................. ......................................................... ............................................................ ..................................................................................... ............. ...................... ..................... ..................... ....... ........ . .. .................. ...... . .......... ....................................................................I............................................................................................................................... ............................................................................................................................................... ............................................................................. ............ ........ ... ...................................................................................................... ......................... ..................................................................................................................................................................................................................................................................................... ................................................................................................... .................. 4 ....... .......... P" ........ . . .. ........... .... ........................................................... .......................................................... ................................. ........................................................................................ .................................... ...................... -4 ...... ............................................................. ....... . ............... ... . ..... .... . ......... 5 0 10 20 -5 Project No.: 12210 5 .................................................................................................................................................................................. ....................................... _.... :.._ ...._ .. .... ..................................:;.............................................................:.............................................................;....................................... ....... ...... ..................................... ...................... ................................................................................................................................................................................................................................................. .............................................................................................................. .......................... ............................................... ............. ............................. ............................I................................... ............................... ............................................. ...................................................... Date: June,2013 10+00 11 +00 12+00 [Sheet No.: 53 2 1011111111111 Nryoli a %V * , a> `�`-• C ri . V •1 M 0 - N 1 Lz i .LU I z l • 6 a 1n r6'7r .• Z . ,� . Cl)u� • csem.,� ••. •• °- ,� ••I 1n ,3 , ����aNt► il Q c a E v coE c N , i?: Q \i .N m U) C-) ,4' E E N 3 � 0 Z o c p 0 a C �, t0 N E p w ' z O ,L .0 — T m V CI C0 \ \\ r------------------- -------------------- ----------------\ N Q 0 . < 2n P -0 w Q LL fly ;: r N : > REUSE MAIN L N VC (SCH-40 - Q o r -11 i + "I CD % CH 4 .-.� 11 2 PVC (S 0) NOTE: a cD 11 : : i �' WATER MAIN i > --- - THE CONTRACTOR SHALL LOCATE �' ' IM H 3 w i ' I ALL EXISTING UNDERGROUND UTILITIES �/ ' ;8" P ,CDR18� r :.......... C DR18 WATER M I i PRIOR TO BEGINNING CONSTRUCTION FIRE MALI %; AIN THESE PLANS DO NOT SHOW ALL OF THE ` • `` i %,�.--�•'� �, ;' ® 8" PVC(SDR-26) I EXISTING UTILITIES Cr) 0 0 0 0 �, HYD 124X8"T N N TAPPING G F IR ... CU ... ........... 1111._ NT �, GRAVITY SEWER 11.11.1111._.. -�--- - CN . �\\�R.naena e n eew.e.kaw ±t• ,.F..c...an.,w"w. _w .k.ew.w.�.,w:hRn.wr..w.,w .ww•cw... _._..—•---•—..— .. . � 11 i �' + " \ .,.ww_�: R SLEEVE AND V E ------ - ,., n �- - ------- ., 4 PVC DR25' ALV o c o o ------ M , , \ - _ 1 , I ,. ;: _ _ 8" PVC DR25 REUSE AIN MH 36 «-u., REUSE MAIN \\ �� 8" PVC DR25 MH 15 - - i 26 8" PVC DR25 ; H ._ DR-Z \ ,\ .. ��- _ - - MH 14 ! �r M N .... RE E MAIN REUSE ,. ,. REUSE MAIN ® 8" PVC (S 6) \ 1. I �, z ® - GRAVITY SEWER H 37. \4"X�" REI. /-'-` ' •\ 8" PVC (SDR 26} , FIRE _-- DUCE _. _. HYDRANT GRAVITY SEWER 6X4 REDUCER r `% FIRE "' �" ' 6" PVC DR25 \\ ,% 4" PVC DR18 - ' 1. �•. \: _, ;MH 7 HYDRANT MH 38: . . \ REUSE MAIN \\ WATER MAID',;•:....... MH `., - ; .. \ . I ` ; ... 11_.11;_ n n •. :....11.... / „ PV DR \6 8 C '18 UCEk , FIRE 2 :PVC SCH-40 4 M 28 ( ) 8 X RED ' 11 I ! HYDRANT WAFER MAIN FIRE �\ \'\ WATER M�11N ' . 411 PVC DR25 FIRE ,, _._. ., HYDRANT �\\�°'`` \ MH 29 _ -- - 'MH 31 zzzH 34 _ MH`41 - HYDRANT . - - - - MH 42 '\ RE.UE MAIN ,, . - \ .` - - �_ n , . \. L ® Q11 PVC (SDR-26) ! - --- _-` ------ - _ --- 8 PVC DR18 ' , .. • C- i ---- MH 35 W 39 ' ,'� ATER MAIN `y — GRAVITYSEWER ` 11 iVIH'17 \ �- �+ I ,2 PVC (SCH4 4p �, , - FIRE ' REUSE MAIN C DR25 HYDRANT '• . CU L. 8" PVC DR18 : M H MH SE MAIN I2 / „\ ` 43 FIRE � WATER MAIN SIT :' I � ,_ ► , 1 111. HYD�2A w , V `\ / ; I 1 MH 25 ; % WATER MAIN z 8" PVC"DR25 :: 3 ;` (D � 8 PVC DR18 �----- r ; I REUSE MAIN �''� < `% . E: . w ' ♦^ w . ; ! MH 'fig ;' v, ' : I '" M H 4 . 11 ; & 8" PVC(SDR-26) CU 0 :\� 4� f GRAVITY D EW R���'" :...�.` FIRE ;' a : , ', , , G S E _ , ,FIRE <\\ GRAVITY SEWER ........ RANT �. HYD 'H F ' • YDRANT 8" PVC (SDR 26) „- i F1 E, 1 ` . ~ :... GRAVITY : ® ' w 1 11111. A , M ' H N . . I ` 1111. , , . GRAVITY SEWER ► , - _........i r ' l*IRE z 1 MH 45 , H21 811 PV %� z LO T STAT ON: � D ' CATION ;. bll - ' C (SDR 26) .NT Q I r _ , , , ! I H 24 - ' •, `\ ! t �\ ', '4" PVC DR18 GRAVITY SEWER z _ _ M - - �'� �� WATER MAIN 11 % o I I '_L ,L I � I N ....I ", I1\ 8 PVC (SDR-26) • ® ! z TY R \: w - 1111_. 1111,1111.. 1111. 1111 , M 11 GRAV! SEWE . 8- PVC•\ R18- . __ _\�_.� `-`%,., MH 23 1 8 PVC DR1$.. i,: - _ - . WATER I�/tAIN 11 . � - �-;--4 PVC DR2"'a a 1. �._.�__. ��•. ------ ----- WATER MAIN ` _ __ - ',� --- - - - REUSE MAIN �.. --- < _--r-- , \ \\ ._ 1111. MH'22 .. : .-._�.rw_v.�waara._�- .w.__--__•_"'.__a " .�••" ..._.....`... I - ;\\ .. .\ :•I _ . . ♦.` 1111 I- - _ - \ 1111 .. `\1.. I 1, ♦ I -• -- 4X2 REDUC _ .+ - _ 111::1. <-- _ _ ��___ - . -1 _ - „..1111.....,... R i FIRE �, E z _ 1VIH '�2 \ HYDRANT'. \1�i1Wt^-'"•_ �� —•—_—\-- �•�".. ,:a.—...www.w•.a._ — --`' i \\\ / _ \,, _\ 11 " MI-1 ��• \� ; �+- . - -. 1111..„.,�� _—_ ._. _ I ---.—. — _ _•_• FIR _ MH 1 4 CER:. o --- - - - --------- -- --' HY RANT IV!IH 9 . 2” PVC (SCH-40) \� % cn _.. I 11 �• '1 PVC SCH 40 REUSE MAIN `��\ % �'� I 11 + I •' .. U (J w FIRE WATER �� \�• 1. N AIN ; HYDRANT11 U) _. 8" PVC DR18 / ---- .. \ f. � 1111 v WATER MAIN MH 8r ;% z �� LL `v 8" PVC (SDR-26) . ..._ 8 PVC DR25 1 GRAVITY SEWER ; ,! REUSE MAIN � % r-,y _----------- .'', ._,•1....\ 11 . $:i ; 8 PVC (SDR-26) -------.-.-.-.-.-.------ , -� 4 PVC DR18 8"X4" REDUCER -- � I•\ MH 7: ; GRAVITY SEWER WATER MAIN >_ . , , FIRE® _... . . ;: `,,''`fit%{%%4%1I "1`i0w -111T Ill '006,000084 Ill ^ Ill L �•� ,•• " Z W 'll A. "It I2 0o �., s O r 111 _ I .10%00 .0� ami 'r_ �''I f T F' I I, I.I I - �� �� c I !! - - F - ��,�i Q -- --: �, F: - �: .01 Iel? I[ --- --- ��i- `' I � � -- ''- � : I WATER OR RECLAIMED WATER MAIN PIPE MINIMUM HORIZONTAL t 11H ������ - - -- I i - - -- --- ON(FEET) I _-F _'I'i F - , ---- ,� C - I- 4. I_ _ OTHER PIPING TYPE SEPARATION 01 NOTE#2 E N . 10 F_ ___ -<, ,_ I - I I ! 1.GRAVITY SANITARY SEWER ( ) >I,IF) -, 'I I II r F r F _ - 3 (NOTE ) , r - X11 r; - Il 11 DETAIL W I ) - --r, : : Ill - _ I __ F� �, I L I III I I F - -- OTE#3 ON D E � � 'r 'I I 2.GRAVITY SANITARY SEWER NO #2 - - - ----- - - - �, SEE NOTES ON DETAIL W- (SPECIAL CASE,N 1 C -111111- y (SEE NOTES S ) 3.SEWAGE FORCE MAIN B-10 OTE ° , . I_ {- � -Al , I,' i F' � _ (N #2 F' ` SE 1 2 3 7 8 N ---- I I, I t } -- -- - I I } - II ! 1 --i OTHER UTILITY PIPE - 4.GRAVITY STORM SEWER 3 (NOTE#3) i►: � - �' , � i_�-, + � -__ -- _ - - - - - 6.ELECTRIC,PHONE,CABLE,GAS 2 5.RECLAIMED WATER 3 j� PLAN VIEW z c I 1- ` 4 - V I I I . I !, I - I _._ _-__-- _- 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. O _+I r ill_F I 1 I F -- - - I,11 - - _ -- -_. .. _ ".-_- __ -. _. III - ,_ _.. " _ -. - - �� _....._' ' - --- _._. __.. ...---- - __..----__----- SEWERS IS I 2. I TAL SEPARATION BETWEEN RECLAIMED WATER ANO SEWAGE FORCE MAINS OR GRAVITY SANITARY SE S -_ to i l`,, � , I -, - ` f_ ` _ FE U) I 2 FII`I I_. F - - - 3. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWERS IS 3 FEET PER JEA RULES. ,....,. I - _-. � THE HORIZON to ( 7. - ! I - - -- I -- r - > :- E F T.,IDF'I! I( I I I _. I I � I I I T L � ' sr ',� ' - i,F r ` . MINIMUM HORIZONTAL_SEPARATION_REQUIREMENTS -_ O FI I L - sem, r? ! - `, CA N T_ ! ` - - -- --- - - - I- � -FIE F t =FI WATER OR RECLAIMED WATER MAIN PIPE - MINIMUM VERTICAL a<< -- -- j -- -- OTHER PIPING TYPE SEPARATION (INCHES) ; 1- -- - --- - -- W -- .. , � i_ ��,1 F� F' F F ��,C�' I _''i', •�I_,T L L I L.- WATER MAIN ON --- SEE NOTES ON DETAIL 1.GRAVITY SANITARY SEWER 6 12 (NOTE 1&2) I,il I I F 1 - ( _ -., CENTETOP RED OVER W-1 1:(1,4,S,A6) 2.SEWAGE FORCE MAIN 12 N OTHER UTILITY PIPE w I 3.GRAVITY STORM SEWER 6-12 (NOTE#3) I i ,, T I- i f 1 I I 4.RECLAIMED WATER 12 #2 (NOTE ) N Ill - -- - - i- _ I - -- - -OTHER U 5.ELECTRIC,PHONE,CABLE,GAS 6 Q 1! 1 I UTILITY PIPE I , �- - I -I L - I F EW _ - - `I 'i, SECTION VI , Ir ' I --- -- - - -... _... _-_ - - - - _ - . - it -I NOTES: - 1. IF THE WATER MAIN IS BELOW THE SANITARY GRAVITY SEWER PIPE,RECLAIMED WATER MAIN OR STORM GRAVITY SEWER PIPE, T C- _ __ THEN A MINIMUM OF 12 VERTICAL SEPARATION IS REQUIRED. I I 1 SANITARY SEW R SEWAGE p j il C I- ' 2. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND POTABLE WATER GRAVITY ER,O .I 1 F r - t,I I , __ _ l'` T I �[_ LII FORCE MAIN IS 1 AND GRAVITY STORM SEWER I _ S(MIN.) I,v 3. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER S 6-INCHE (MIN.) ER JEA RULES. I- I -- r I--. n - I , L II ,:. - 1 I I-.. I _ I_I I -. ._ - - - - - - - 1 I-.I i. -'I. -I--I - r; l ., -,TFL_ --.F '�-11 U.". 1;.F T � �,�.I F_ I„ EI.I, - _ - - - _ _ - F - I I L F ` r- r SP �_ I I F' , t.�I 1 I F t l I - _ I_ T I_ _ MINIMUM VERTICAL SEPARATION REQUIREMENTS -- }. 'I , - ! - _ - - _ -- 1,- , _ I �-.FF��, -�� r �. 'I , �.- � , II r . -� L� _,F RATION REQUIREMENTS , IE r - ._ --- - -- • - . - , - - I MINIMUM - - I I , -- _ -- - _ SE � -- - I L. , F MAINS I I I - I I I - I , 11 , r FOR WATER M �_- - I _ - - -- -`- - --- -- - - - - -- - - - - SEPTEMBER 2011 PLATE W-10 ^♦ ^L 1 I ! I -I - --_ W I j 10'MAX �00 NOTE: r _ NOTE: -ALL FIRE HYDRANTS TO BE MUELLER 5-114'OPEN LE (COLOR YELLOW) 1 •o I -.$ ,�f -ALL FIRE HYDRANTS TO BE MUELLER 5-114"OPEN LEFT(COLOR YELLOW) MJ TEE OR H RANT TEE I _� � 41P- (ANCHOR TEE SIZED AS REQUIRED HYDRANT SUMP(PROVIDE GRAVEL 111 4' 3/ RODS(24"LONG MIN) BRIC AS SHOWN) FOR LOCATE WIRE - 3/4"RODS ALONG FIRST 15LF REQUIREMENTS = -STANDARD MECH.JOINT D.I.TEE E SPOOL PIECE WITH AND FILTER FA �,.L, OR HYDRANT TEE(ANCHOR TEE) �� V • ; FROM HYDRANT(NOTE Ill ¢_- 30"MIN.' i (SEE NOTE#1) W P V TAPPING SLEEVE&VALVE , HYDRANT SUMP(PROVIDE GRAVEL r I 2'-8"' " SIZED AS REQ'D �r --�_J AS REQUIRED AND FILTER FABRIC AS SHOWN) $ (° 314 ROD ALONG FIRST - ill PROWIDE SPOOL PIECE W I- _ ,---T - _ - i , k ` _= B"PIPE ISI I 15 LF FROM HYDRANT IF REQUIRED(24'LONG MIN.) I� �1+1 # V ~. 30"MIN' Lj� ti I - 0 N 1 (NOTE#2) `, __ ' GATE VALVE POSITION L cryt -B"M.J ( 0LL -fl II�--.-���r I _ �� - -.L [�-_.r_n-. .lig. 7f'.y �Ii -. _. -_ _: I, _ _ - -_-__ -:-_}�P {� NEAREST TEE FITTING) a) W 1 - - - P- ati 11r �w � 314'RODS ALONG FIRST 15 LF - + l -MECHANICAL JOINT _T f `9 �t� RESTRAINTS(TYP) �� d 6"PIPE ¢, - Lit FROM HYDRANT(NOTE#2) - -- _ D1 g a i-- f ; _ 6'-90°D.I.BEND(MJ) � W I_� r- _ 6"M.J.GATE VALVE(RESTRAINTS REQ.).- 2`' I I I I. I POSITIONED NEAREST TEE FITTING ---- - - � , < -,, I ' -' i MECHANICAL RESTRAINT REQUIRED(TYP) 1 4 30"MIN' _ E" �_ ' --PLUG(PRESSURE TEST LOCATION) 2'-8" I WATER MAIN HYDRANT SUMP(PROVIDE GRAVEL w I -- --EXISTING WATER MAIN __ - -4 AND FABRIC AS SHOWN) �' -3-WAY FIRE HYDRANT_ -PROVIDE RAISED PLAN PLAN NOTE: Z (SEE NOTES#3&#4) PAVEMENT MARKER PUMPER NOZZLE TO (SEE NOTE#6) PROVIDE RAISED PAVEMENT MARKER- -ALL FIRE HYDRANTS TO BE MUELLER FACE OF PAVEMENT (SEE NOTE#6) .�,, - 1 Z 5-114"OPEN LEFT COLOR YELLOW) PROVIDE RAISED PAVEMENT L_--- -- 11 ( MARKER(SEE NOTE#6) Q BREAKABLE FLANGE LOCATED - `L- 1"MIN.ABOVE FINISHED GRADE '. WAY FIRE HYDRANT PUMPER NOZZLE 3 WAY FIRE HYDRANT PUMPER ( ) O FACE rt OF PAVEMENT - �' NOZZLE TO FACE r.OF PAVEMENT O SEE NOTES#3 8 94) xg `i ST 1 WATER VALVE BOX ?L ' (NOTES#3&#4) 4k4'SQUARE x 8"THICK CONCRETE (COVER PAINTED YELLOW) zo BREAKABLE FLANGE LOCATED SLAB IMMEDIATELY BELOW Z BREAKABLE FLANGE - ? `* z (1"MIN)ABOVE FINISHED GRADE BREAKABLE FLANGE(SEE NOTE 2) COVER PAINTED YELLOW = LOCATED(l ABOVE f FINISHED ( ) (3000 psi CONCRETE WITH#4 CONSTRUCTED CONSTRUCTED- !_ WATER VALVE BOX- - m m GRADE �I w FINISHED GRADE _-__-._---___ ---_ - Z ( ) I 2 FINISHED GRADE 'N IL / REBAR AT 12'O.C.EACH WAY). BY JEA BY CUSTOMER FINISHED GRADE- 1d_a: a= "r - -_ ._ - 1 L - -} L - C - - - , - _ - - - _ ".-._ CO POLYMER BOX&COVER J I F I � (SET AT FINISHED GRADE)(NOTE#2) 0 1 U w UJ � - LOCATE WIRE IF REQUIRED 7-3/8" REQUIRED I=-p a BARE WIRE ) /i _ O (SEE NOTE#1 JEA APPROVED CROSS-CONNECTION I LOCATE WIRE IF Q �, LEAVE DRAIN a z DEAD END w (SEE NOTE#1) HOLES OPEN w w o w / (NOTE#1) WATER VALVE BOX&COVER CONTROL DEVICE WITH ISOLATION BARE WIRE DEAD-END- Y� > �1 JFA WATER SERVICE VALVES AND TOP SIDE TEST PORTS LOCATE WIRE IF REQUIRED LEAVE DRAIN =r o w (SEE NOTE#1) BARE WIRE-- HOLES OPEN 0 (COVER PAINTED YELLOW) ) - I- (SAME SIZE AS INLET 1 DEAD END lot , - r.- w w NOTE#1 1 - (PER PLATE W-2) 1 o w I_-r ( ) m e i IN THE CENTER OF BOX. ---- --, I -J[ m w m w s "t'�T -- , I TION REQUIREMENTS-NOTES (NOTE#1) s r w ' T R MAIN AND NON WATER MAINSEPARA___ _ _._- - - WAE -__ ATE -_-. _ t _ a -T,. ... _._.. -IijT� -jF;` -TI `--- __ -. Y,`'' w N _ `.r, c. - ��,� V� - - .,. I__- 1w rn' I r c ¢ "I:' WATER SERVICE LINE \\,� _ �, INSTALLED,CLEANEDU U DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL - > > I �� REQUIRED THAT WATER MAINS BE INS `- ---- �- � 1 E - - - - -- 1. IT IS Q _ m w ? :I {h, I N 4; <', 4_ ONNECTED TO 10'MAX -FINISHED GRADE W�T �,' f_ WATER LATEST APPLICABLE AW WA STANDARDS,CHAPTER 62555,F.A.C.AND LATEST EXISTING 4 EY PERFORMED IN ACCORDANCE WITH T POTABLE WATER MAIN ___--__-_---___--- -- SURV MAIN br. II B'PIPE �' a ¢ - i ( y SEWER STANDARDS.FOR THE PURPOSE OF THIS SECTION,THE PHRASE'WATER MAINS SHALL MEAN S, WATER MAIN I. - JEA WATER AND SE S i C. r r _ � >I - ,I it I �kl.p_ I:l{r LEAVE DRAIN HOLES OPEN � � � W Y TREATED OR FINISHED DRINKING WATER; CONVEYING EITHER RAW PARTIALLY PIPING CON - - �u- Ill - -- ---'11-- - i---- -- - _ 1_T__ J INCLUDING TREATMENT PLANT PROCESS 6:: _ _ T HAVE AN INSIDE DIAMETER OF THREE(3)INCHES OR GREATER.IN ADDITION, --_ ------ - -- _-_ FIRE HYDRANT LEADS,AND SERVICE LINES THAT -�.I t t - THE PHRASE"RECLAIMED WATER'REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 8210,F.A.C. -- 1 -- � ' - T SUMP 700XV 1D40'S OR EQUAL)TO TOPAND �' --------- - -) - --. _T_ T_.._T� `_-- �'I (� ; I PROVIDE ILTER FABRIC(MARAFI TOOX,140S HYDRANT 2.8" r -" 2'-B" I �I -- ALL 4 SIDES � �� 11 i I SEE NOTES#1&#2-- - fn 2. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE PROVIDE FILTER FABRIC ,+ --- - -------{ HYDRANT SUMP OR EQUAL TO TOP AND ALL 4 SIDES. _ -. '� (3)FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, EQUAL) TO X,140'S OR 2 " _ - HYDRANT SUMP I & - ~ STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER. EQUAL)TO TOP AND 4 SIDES -- _ SECTION V 1 HORIZONTAL DISTANCE OF AT LEAST SIX(6) NOTES: 7--.,7:- No7es; SECTION 1 L --- -- r - CATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HOR + �� �� 3. NEW OR RELOCATED, -.- I. _--_.-_, -_ -_ HEAVY DUTY RATING U z JEA 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF NOTES: METER _. -_ . FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR 4 FEET,AND PREFERABLY TEN(10) 1 _ _ _ D REQUIRED,THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER,WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIME REQ IRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED,THE t�s g-s s YidY T Q DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS WIRE SHALL BE SECURED TO THE PIPE MAIN.SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. 1. LOCATE WIRE IS ONLY RE k- +- -- - ATTER.THE MINIMUM HORIZONTAL SEPARATION W THE WIRE SHALL BE ROUT D FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT A3 SHOWN ABOVE.THE END Of THE WIRE SHALL BE SECURED TO .s�� r`' MAY BE REDUCED TO THREE(3)FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP � -L- �'� __ _ _ SECURED TO THE PIPE MAI .SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. THE PIPE MAIN.SEE SECTION 350,LOCATE WIRE INSTALLATION PARAGRAPH. ____2'MIN 6"MA_X' _�. POTABLE WATER-i7-316" OF THE SEWER(SPECIAL CASE). 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK.ALL HYDRANTS SHALL BE L LOCATED NO LESS THAN THREE(3)FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OF THE ADJACENT 314'(MIN.)SUPPLY PIPE--- _ 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK.ALL HYDRANTS SHALL BE LOCATED 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK.ALL HYDRANTS SHALL BE LOCATED WATER MAINS CROSSING ANY EXISTING OR P0 ROPOSED GRAVITY OR VACUUM-TYPE ROADWAY AND NO LESS THAN THREE(3)FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR OTHER OR PVC PIPE,NO SUPPLY E 4. NEW OR RELOCATED,UNDERGROUND MDI TANCE BACK OF CURB APPROVED BY THE JEA.THE MAXIMUM S ( ) NO LESS THAN THREE(3)F ET FROM THE EDGE Of PAVEMENT OR BACK OF CURB OF THE ADJACENT ROADWAY AND NO LESS NO LESS THAN THREE(3)FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OF THE ADJACENT ROADWAY AND NO LESS OTHER SERVICE CONNECTIONS CUSTOMER SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX(6)INCHES,AND VIEW OF ANY HYDRANT UNLESS OTHERWISE ES AND AS APPROVED BY JEA FOR OTHER THAN THREE(3)FEET FRO ANY PHYSICAL FEATURE WHICH MAY 083TRlX:T ACCESS OR VIEW OF ANY HYDRANT UNLESS THAN THREE(3)FEET FROM ANY PHYSICAL FEATURE WHICH MAY OBSTRUCT ACCESS OR VIEW Of ANY HYDRANT UNLESS ALLOWED BETWEEN METER � IDE OF THE OTHER PIPELINE. SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RUL ____ __ - - 1 INCHES BELOW THE OUTS OTHERWISE APPROVED B THE JEA THE MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL OTHERWISE APPROVED BY THE JEA.THE MAXIMUM DISTANCE(BACK OF CURB)SHALL BE IN COMPLIANCE WITH LOCAL COUNTY AND CROSS-CONNECTION -#57 STONE UNDER BOX _ _ PREFERABLE TWELVE(12)INCHES,ABOVE OR AT LEAST TWELVE(2) Cold LOCATION LIMITATIONS SEE PLATES W-10 AND W-11.IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, COUNTY FIRE DEPARTMEN RULES AND AS APPROVED BY JEA.FOR OTHER LOCATION LIMITATIONS SEEP LATES W-10 AND FIRE DEPARTMENT RULES AND AS APPROVED BY JEA.FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11.IF DEVICE,SEE NOTE#1) FOR EROSION CONTROL -� _ ��� - {2)1"DIA.PICKHOLES AN ADDITIONAL 8'GATE VALVE 13 REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30'SEPARATION).ALL PIPING, D WATER MAINS CROSSI , IF 0 NG ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE W-11.IF PIPING BETWEEN E AND HYDRANT IS LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN BO Lf,AN ADDITIONAL B'GATE VALVE IS REQUIRED AT THE HYDRANT - NDERGROUN TED U INT INT RELOCATED, T N O RESTRAINT NEW EB S OJ S 5. NE D EY � STEEL RODS AN HYDRANT LOCATION(PR IDE 3("SEPARATION).ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN LOCATION(PROVIDE 30'SEPARATION).ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH 13 WITHIN AND SUPPORT(4"THK) N 1 �, I,� ��+, OR 15 A LEAST FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE W D 30 THE RESTRAINED UTILIZING ONLY TWO 3/4'DIA(THREADED ENDS)S ( i O IN THIS WHICH IS WITHIN 15 LF OF HE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 374'DIA(THREADED ENDS)STEEL RODS 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY 1W0 314"DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS SEWER,WASTEWATER DEVICES REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS(EBAA 15 PFOB or EQUAL)MAYBE USED LVE 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. ) r F THE WATER MAIN IS A LEAST TWE ( ) _ _____-- HOWEVER, O T 15 LF SHALL INCLUDE AND EYE BATS(NO JOINT RESTRAINT DEVICES REQUIRED).A SPl,1T SERRATED RING WITH RESTRAINT EARS(EBAA 15 PF06 or OUTS 9/16" HOWEVER IT IS PREFERABLE TO LAV THE WATER MAIN ABOVE THE OTHER PIPELINE. ASSEMBLY.ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRS (NO JOINT RESTRAINT DEVICES REQUIRED).A SPLIT SERRATED RING WITH RESTRAINT EARS{EBAA 15 PFOB or EQUAL)MAYBE EQUAL)MAYBE USED INT S ASSEMBLY.ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF USED IN THIS ASSEMBLY.ALL OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE � �� ~- - JOINT RESTRAINTS. ___ I I -- 318" DESCRIBED IN NOTES 4 AND 5 ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED SHALL INCLUDE JOINT RES RAINT3. JOINT RESTRAINTS. 6. AT THE UTILITY CROSSINGS DESC NOTES: �� ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE A FAR AS POSSIBLE FROM THE OTHER PIPELINE. 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE HYDRANT SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. 3. OPERATION OF THE FIRE GRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT 1. IF RECLAIMED WATER IS AVAILABLE FOR IRRIGATION USE,THE POTABLE WATER CUSTOMER IS REQUIRED TO INSTALL AND SEWERS STORM SEWERS,STORMWATER FORCE MAINS,OR PIPELINES SHALL NOT BE UTILIZED 7 THROTTLE OUTLET FLOW. SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. 9 FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY MAINTAIN A JEA APPROVED CRO33-COPINECTION DEVICE ON THEIR POTABLE WATER SERVICE LINE.OPERATION () RE-TYPE SANITARY 4. PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED, FEET FROM ALL JOINTS IN GRAVITY OR PRESSU MAINTENANCE OF THIS CROSS-CONNECTION DEVICE SHALL COMPLY WITH JENS CROSS-CONNECTION CONT CONVEYING RECLAIMED WATER AND. LEAST SIX(8) ABOVE GRADE. CO -INTERNATIONAL YELLOW OR EQUAL). OWNED AND 4. PRIOR TO PROJECT FINAL SPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND 4. PRIOR TO PROJECT FINAL INSPECTION,THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL 8E RE-OILED,GREASED AND SEWERS,WASTEWATER FORCE MAINS,OR PIPELINE CONVEYING RECLAIMED WATER. GREASED AND REPAINTED(RUS-KIL ENAMEL ) AND ASSOCIATED OPERATIONS POLICIES.ALL REDUCED PRESSURE ASSEMBLIES SHALL BE MOUNTED MAINTAINED FIRE HYDRANTS SHALL BE PAINTED RED. REPAINTED(RUS-KIL EN EL-INTERNATIONAL YELLOW OR EQUAL).PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS REPAINTED(RUS-KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL).PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS ARE A7 LEAST THREE 3 FEET FROM ANY SHALL BE PAINTED RED. SHALL BE PAINTED RED. 2. ONLY DOUBLE CHECK W'J.VE ASSEMBLIES MAY BE INSTALLED BELOW GROUND.THESE DEVICES MAYBE INSTALLED INA NOTES: RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS () 7. NEW OR EL "T MEET ACTUAL FIELD CONDITIONS.THIS IS Y E ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY EAST FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH'T TYPICAL 1'(CO-POLYMER)METER BOX WITH SOLID LID{GENERIC LID WITH NO"JEA'LOGO,SEE ALSO W-3).THE SIZE OF BOX OR PIPELINE CONVEYING RECLAIMED WATER;AT 5. ATTER FORCE MAIN, 5 FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY 5. FIRE HYDRANTS SHALL 8 SHALL BE 12'x20",AT A MINIMUM.IT SHALL BE NOTED THAT IF THE HIGH MEAN GROUND WATER LEVEL FALLS INSIDE THIS I. PAINT TOP OF THE COVER WITH ENAMEL PAINT(BLUE COL EXISTING OR PROPOSED STORM SEWER,STORMW E AT ESPECIALLY IMPORTANT FOR BRANCH LINES WHICH DSISNTEE-OFF A 12'OR LARGER WATER MAIN.UNLESS APPROVED PROPOSED VACUUM-TYPE SANITARY SEWER; IMPORTANT FOR BRANCH INES ICH TEE-OFF A 12'OR LARGER WATER MAIN.UNLESS APPROVED OTHERWISE BY JEA,THE IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12'OR LARGER WATER MAIN.UNLESS APPROVED OTHERWISE BY JEA,THE BOX,THEN THE CROSS-CONNECTION CONTRA DEVICE MUST BE INSTALLED ABOVE GROUND.ACC EPTABLE DOUBLE THREE(3)FEET,AND PREFERABLY TEN EN FEET,FROM ANY EXISTING OR PR IMP V TEN 10 FEET FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE OTHERWISE BY JEA,THE INSTALLATION OF(45')BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN SIX 8 FEET AND PREFERABLY ( ) I Ep INSTALLATION OF(45°)BE OSIS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE INSTALLATION OF(45')BENDS 13 NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE LEAST () SANITARY SEWER OR WASTEWATER FORCE MAIN. IMPROPERLY FURNISHED HYDRANT.THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. CHECK VALVE ASSEMBLIES(BRONZE BODY WITH TWO CHECK VALVES,TWO BALL VALVES AND UNION CONNECTIONS 2. FOR'RECLAIMED WATER" I USE OF HYDRANT EXTEN3 ONS SHOULD BE MINIMIZED. USE OF HYDRANT EXTENSIONS SHOULD 8E MINIMIZED. BETWEEN BALL VALVES AND THE DEVICE).INCLUDE:WATTS L1007M2QT,WILKINS 95DXLTU OR JEA APPROVED EQUAL. � ID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM 8. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER 3. LID WEIGHT:APPROX.12 LBS. 6. WHERE R UNDERGROUND WATER MAIN IS BEING LA S T IN THE WATER IS PERPENDICULAR TO A LINE PARALLELS THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE 6. BLUE REFLECTIVE MARKE 3 SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MAR ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE,THE PLACED IN THE CENTER OF THE TRAVEL LANE,DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. PERPENDICULAR TO A LIN PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL 8E PLACED IN PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE.THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, THE CENTER OF THE TRA EL LANE,DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. THE CENTER OF THE TRAVEL LANE,DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. PRIOR TO CONSTRUCTION. HYDRANT INSTALLATION USING FIR HYDRANT INSTALLATION CROSS CONNECTION CONTROL DEVICE FIRE WHERE RECLAIMED WATER IS AVAILABLE WATER SYSTEM VALVE BOX COVER o NOTES ON UTILITY SEPARATION REQUIREMENTS TAPPING SLEEVE &VALVE USI G MECHANICAL JOINT TEE FIRE HYDRANT INSTALLATION LIMITED SPACE PLATE W-11 PLATE W-12 SEPTEMBER 2011 PLATE W-13 SEPTEMBER 2011 PLATE W-14 SEPTEMBER 2011 PLATE W-15 SEPTEMBER 2011 PLATE W-16 a: � SEPTEMBER 2011 SEPTEMBER 2011 '- IllO CO ti M 3 C4 � �1 N C N O Ill � 0 H �IN = 3 ` � Y � I � 0 � � 0 = M C .q .5Aj � = H .-.% H vI - O v i `-,° T - - ( -- PROVIDE BARRICADE(NO LIGHT)OVER �^ THE METER BOX OR OPEN HOLE CONTINUOUS- -APPLY GROUT TO FILL ANNULAR SPACE WATER FLOW '! BETWEEN VALVE BOX AND CONCRETE PAD PAINT COVER AND INSIDE OF BOX BLUE (APPROXIMATELY 1 q;'I - .--SECURED SAMPLE HOSE TO BARRICADE 24"ROUND PRECAST CONCRETE -TEMPORARY 1"SAMPLE VALVE, 0.25 GPM) ILII Y__ OR COMPACTED EARTH(TYP) - _ C PAD 4"THICK(SEE SPEC)SET ON I COPPER TUBING)SAMPLE TAP ON JEA SIDE OF METER. MOUNTED TO WOOD POST WATER TO -ti + OMPACTED EARTH,(SEE NOTE#6) I / ---- (ICE MAKER TAP WITH PLASTIC RE-LOCATE JEA FLOW STRAIGHT DOWN(NOT ANGLE) � I� r ,l; V ( FUTURE WATER METER B i (TO BE REMOVED) F, - VALVE BOX ADJUSTMENT SEE NOTE#5) (RELOCATE AS NEEDED) l - -_ ,- ____ -_ - --_-� FINISHED GRADE FINISHED G b EA METER C ' i, WATER METER rr ", HEAVY DUTY RATING FE ATTACH JEA RED TAG , - -� "� SMOOTH HOSE BIBS (DO NOT DRINKIfAMPER) SI ES 7 1!2 --_-_--- -- ------ VALVE BOX&COVER TYP l PAINT INSIDE _-. - � I PROVIDE GREEN PAINT TO 1'POLY SERVICE PIPE REMOV DBEND�TO BE (SEE NOTE#1) THE INSIDE OF THE TOP SECTION TO BE REMOVED ( ) -L -- - - -�_ ♦ _:u_I �t I -- 1"SERVICE SADDLE 1F � -___� I 1 _ m OF THE BOX(NOTE#5) 1 W/CORP -TEMPORARY 4x4 POST I ��c ELECTRONIC LOCATE BALL MARKER (TO BE REMOVED) 1 WATER SHALL FLOW EXISTING CURB STOP - _ -_ - ) ..-- N 6'PVC RISER PIPE _ LOCATED WITHIN 12"FROM STRAIGHT DOWN i=- ww' +- -_ ___-__ __ - J �- (LENGTH AS REQUIRED) - -'I Ill 1/g"` I T 41RISER PIPE(NOTE#10) , Z ; (NOT ANGLE) --2"BUSHING(TO BE REMOVED) -_ - 3/8"' +[; PROVIDE-Ar CUT IN TOP OF 6" 1 - __ -----GATE VALVE W/2"OPERATING 2 X 2 TE (T BE REMOVE ) j t i 5116"' ACCESS INTO VALVE BOX h NUT(NOTE#4) E O D- oI --- ,' e ' FINISHED GRADE 1/ ( ) ) `- ` �. I ' ON ALL VALVES 12'AND SMALLER 'T 0 J t-_. _.. v / I 111 --METER RESETTER t I WATER MAIN W/LOCATE WIRE 112"MIN SMOOTH NOSE BIBS PLASTIC DEBRIS SHIELD REQUIRED Co w PIPE W/LOCATING WIRE O BE REMOVED - o' (SEE NOTE#8) __ TEMPORARY SAM LE TAP UTILIZING A NEW 1"WATER SERVICE -_ --- --- ----�f- (NOTE#4) --,l 1 L_ Jw i a .----.- --� ---- --- - - _.-- - 2"PIPE(TO BE REMOVED)----- --� -�� ^I--'-�'--- _ --- -- _---- - --_ 1=:= "-- I -� -- -- . -- I --CONNECTION '' J� I+ 'I _ ��j y L 12"(MIN)LAYER OF#57 SMOOTH NOSE BIBS 112"MIN), PIPE(Ye'SIZE MIN.)(TO BE � ' i "` r- TO CUSTOMER'S -- RESTRAINED MECHANICAL ��- ���-' 1 - JOINT(TYP) ( ( ) , ti- '_ -" WATER MAIN AND Scale: N/A TOP SECTION VIEW FINISHED GRADE- Z EXISTING METER BACKFLOW PREVENTER STONE(REQUIRED FOR WATER TO FLOW STRAIGHT DOWN REMOVED ROUTE TO BOX&OVER (IF APPLICABLE) 5-11/16"-� (23 LBS.APPROX.) UNDISTURBED EARTH VALVES 20"AND LARGER, (TO BE REMOVED) ROADWAY SHOULDER IF I ,` (NOTE#3) Project Manager: (NOTE#7) ( 1 45°ELBOW 8 NIPPLES(112"MIN REQUIRED(SEE NOTES) SERVICE LINE R r GALVANIZED)(TO BE REMOVED) ` a -_ _ _ -_ __ EXISTING NATEA Acree - - --BUSHING IF REQ.(TO BE REMOVED) �-}-_ I ,F NOTES: � 1•THREADED PLUG(TO BE INSTALLED AFTER J' Designer: - 1 j - », PLUG(TO BE REMOVED) BACTERIOLOGICAL CLEARANCE IS RECEIVED) --WATER MAIN 11, I 1. FOR UNPAVED LOCATIONS,A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE.CONCRETE i _ i - = it - PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY,UNLESS SHOWN OR NOTED OTHERWISE. - - DEGREE BEND(TO BE REMOVED ( ZE&TYPE VARI ) - VE �'m N' 2 -- FINISHED GRADE 31 ES T/32 :, Drawn by: l k!1 I --- = 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING(SEE DETAILW44). m EXISTING ACTT 1"CORPORATION STOP CONNECTED I @� 90° c ) I I� -=- WATER MAIN 7298 r I:i �}! �-- --I` `, 3. A N'CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES.THE"V"CUT IS TO BE PAINTED GREEN. __ _ - =-`` _ �: s v' .". D THE TOP OF DIRECTLY INTO SADDLE(TO REMAIN) I ?;11 NOTES: Certificate OI AUth• 1-5/8- � t t-- - IN PAVED AREAS INSTALL VALVE AT A DEPTH TO ALLOW A 12"MIN.DISTANCE BETWEEN THE VALVE COVER PLATE AN I I �; ry�7 4. 1"WATER SERVICE SADDLE __-----JR (Y, 1 RATING NUT.OUTSIDE OF PAVED AREAS GRASS),INSTALL VALVE AT A DEPTH TO ALLOW A 6-MINIMUM DISTANCE i` THE VALVE OPE ( `` - WATER MAIN W/LOCATE WIRE (TO REMAIN)(NOTE THAT OUTLET, , I 1 1 BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT.OPERATING NUTB1'EM EXTENSION SHALL BE PROVIDED 1. THE ABOVE TEMPORARY WATER SAMPLE TAP IS FOR USE ON ACTIVE WATER MAINS.GENERALLY,THIS SAMPLE TAP IS INSTAL-LED ADJACENT 7 WHERE APPLICABLE SO THAT THE OPERATING NUT WILL 8E NO MORE THAN 30 INCHES BELOW FINISHED GRADE. - AT 3:00 OR 9:00 POSITION} 2"90 DEGREE ELBOW- EACH WATER MAIN VALVE BEING CLOSED DURING A WATER DEBATE.WHEN REQUIRED,THE CONTRACTOR SHALL PROVIDE THE ABOVE _ I ( ) (TO BE REMOVED) g'- TEMPORARY SAMPLE TAP AND THEN REMOVElRESTORE THE WATER METER SERVICE AFTER BACTERIOLOGICAL CLEARANCE. MECHANICAL RESTRAINT(TYP) CONSTRUCTION,THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS.ROUTE 5. FOR NEW C :�i p -WATER MAIN(SIZE&TYPE VARIES) k 2"THREADED PLUG(TO BE- 2. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS OUTLINED BY THE JENS ENVIRONMENTAL RESPONSE COORDINATOR 16 - LOCATE WIRES THRU A'V'CUT IN THE TOP OF THE 6'PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX.THE LOCATE 45°BEND(TO BE REMO ED)--- - WIRES WITH A 12'LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. �; INSTALLED AFTER BACTERIOLOGICAL ERC)AND OTHER ASSOCIATED JEA STANDARDS.THESE SERVICES SHALL INCLUDE,AT A MINIMUM,ASSISTANCE WITH OUTAGE SIMULATIONS, I _; - NOTES: (TO REMAIN) I I _ - -- -- - LOCATION " CONNECTED-- SHALL WITH THE PREPARATION of CUSTOMER NOTIFICATION AND OR BOIL WATER NOTICES,DISTRIBUTION of CUSTOMER NOTIFICATIONS - 2'DOUBLE STRAP SERVICE SADDLE CLEARANCE 13 RECEIVED) AND COORDINATION WITH ERC AND THE JEA ON-SITE REPRESENTATIVES. " S IDENTIFICATION TAG INDICATING"SEWER',VALVE SIZE,DIRECTION AND TURNS TO OPEN&VALVE TYPE.PROVIDE A)b HOLE IN TEMPORARY SAMPLE PLE TAP UTILIZING PLUG FLUSHING LOC 2 CORPORATION STOP CON i 6,�. _- BOTTOM SECTION VIEW S. BRAS �I - -- BRASS TAG AND ATTACH TAG(TWIST WIRE AROUND TAG)TO THE END OF THE LOCATE WIRE.TAGS ARE NOT REQUIRED ON VALVES - - _-. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY DIRECTLY INTO SADDLE(TO REMAIN)(NOTE 3. CONTRACTOR SHALL REMOVE METER BOX LID AND SET IT NEXT TO THE BOX.THE CONTRACTOR SHALL REPAIR,AT THE CONTRACTORS EX 10-3/4-_______ (26 LBS.APPROX.) INSTALLED ON FIRE HYDRANT BRANCH LINES. NOTES:: SHOULDERS(NON-TRAFFIC AREAS). ANY DAMAGE TO THE ELECTRONIC NMR/MTU IF DAMAGED DURING THE ABOVE BACTERIOLOGICAL TEST PERIOD AND REM THAT OUTLET AT 3:00 OR 9:00 POSITION) BACTERIOLOGICAL CLEARANCE. 7. IN LIEU OF PRECAST CONCRETE PAD,A 6"THICK X 24-(ROUND OR SQUARE)POURED CONCRETE PAD W/2-44 REBAR AROUND 1. LOCATION OF SAMPLE POINT IBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROAD SHOULDERS, 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), NOTES: PERIMETER,MAY BE USED. AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 4. A METER'RESETTER'SHALL BE INSTALLED AND REMOVED AFTER BACTERIOLOGICAL CLEARANCE AS SHOWN.THE RE3ETTER SHALL INCLUDE 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20"AND LARGER.THE MINIMUM VERTICAL LIMIT OF GRAVEL IS tY UNDER THE VALVE 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED) 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS ANGLED INVERTED KEY METER VALVE ON THE INLET,METER COUPLINGS,12-INCH RISE AND SIZED TO FIT THE ACTUAL FIELD METER THREADS. AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 3. PIPE AND FITTINGS SHALL BE PVC(SCH.40)OR GALV.MATERIAL. (NON-TRAFFIC AREAS). ACCEPTABLE:FORD 40 SERIES,MUELLER H-14118 OR JEA APPROVED EQUAL. - NOTES: UP TO 16 THE OVERALL HEIGHT OF THE VALVE. TOP SECTION OF THE BOX WITH APPLICABLE COLOR(BLUE OR PURPLE) 3. THE CONTRACTOR SHALL UTI IZE THE ABOVE ALTERNATIVE METHODS FOR CONSTRUCTION OF TEMPORARY 1. PAINT THE INSIDE OF THE 4. THE USE OF THE ABOVE CONSTRUCf10N FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A 2. ALL PIPE&FITTING SHALL BE GALVANIZED MATERIAL O R PVC l 9. FOR VALVES 12 INCH AND SMALLER,PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING SAMPLE POINTS IN ALL AREAS WHERE POSSIBLE. SAMPLE TAP BY ALTERNATIVE METHODS(SEE W-24)IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA 2. HEAVY DUTY RATING(TOTAL WEIGHT APPROX-50 LBS.). NUT.THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION.SHIELD SHALL BE BY 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING 8 FITTING(AS NOTED)AFTER Al BOXLOK OR APPROVED EQUAL. 4. THE CONTRACTOR SHALL CO PLY WITH ALL JEA RULES AND POLICIES AS OUTLINED BY THE JENS 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JENS ENVIRONMENTAL BACTERIOLOGICAL CLEARANCE IS RECEIVED Project No.: 12210 -' 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER.MARKER SHALL BE 4"DIA.COLOR CODED BALL MARKER ENVIRONMENTAL RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). 4. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICES AS OUTLINED BY THE JENS ENVIRONMENTAL RESPONSE COORDINATOR(ERC)ANDOTHERASSOCIATEDJEA3TANDAROS. TEMPORARY SAMPLE TAP FOR IN-SERVICE MAINS TEMPORARY SAMPLE TAP ALTERNATIVE METHODS TEMPORARY SAMPLE TAP Date: WATER VALVE INSTALLATION DETAIL 2" TEMPORARY SAMPLE TAP FOR STUB OUT SEPTEMBER 2011 PLATEN-27 SEPTEMBER 2011 PLATE W-24 SEPTEMBER 2011 PLATE W-25 SEPTEMBER 2011 June,2013 WETER SYSTEM VALVE BOX SEPTEMBER 2011 PLATE W-18 PLATE W-26 Sheet No.: 59 SEPTEMBER 2011 PLATE W-17 ��♦♦♦ ♦♦♦♦♦sU11♦IIIHyyINi1MN% d T � & _ 2 �` � . � 7 �a� .•���s��er�s� � S qql NOTE: MOR AL G PER CITY OF ATLANTIC BEACH -FOR ALL MECHANICAL JOINTS USE NOTE: MECHANICAL JOINTS USE -FOR ALL MECHANICAL JOINTS USE � : j � MEGALUG PER CITY OF ATLANTIC BEACH MEGALUG PER CITY OF ATLANTIC BEACH ' &t!J'G ~ _ o ' v o p4 �, � d 18 v0a. . a iy ■• _. () ----._-(_ _.--- - ) ---.-_.._-- -- - - r ---- : -NO5.38 FOR ADDITIONAL DETAILS_) O 111 C%A - - r-"-- NOMINAL' ONTAL KENDS/VERT CAL OFFSETSI REDUCERS VALVESSEE PLATE TEES�C&SBD SEE NOTES TEE BOLT -TEE BOLT #H # '��� * ♦r-E LATE Noe.38C&38D FOR ADDITIONAL DETAILS LENGTH L TO RESTRAINED O L NOMINAL HORIZONTAL BENDS I VERTICAL OFFSETS REDUCERS VALVES EE PI TEES SEE NOTE 5 .'I 45°BENDS CLAM I PLAIN END P.V.C. -- -- - --! ,�I/ ♦ "(p PIP 11.25' 45'BENDS t------ -- RUN BRANCH SIZE I SEE NOTE 4 1 OR RING M.J.D.I.FITTINGS + Ill oo I - --- - N SIZE gENDSBENDSBENDS�IBENDS EENOTE4 DE'ADEND SIZE SIZE SIZE IN !BE DS� PIPE 'BENDS�I,B NDSBENDS' DEADENDS RUN BRANCH;... pLAINEND P.V.C.. _..-__ BELL A.P.V.C. I�i 1( L SIZE SIZE SIZE --- I { _ ) ( ) L LFT.) li L(FT.) L(FT.)I L(FT) {IN) L(FT.) (IN.) (IN.) L(FT.) _ _-_ (IN.) - _ _ _ L(FT.)IL(FT.) L(FT.) L(FT I L(FT.) --- --- - - (I --- (_�_ ( , _- _ O L(FT.) L(FT.) (IN.) L(FT.) (IN.) (IN.) L(FT.) i 30 ; --- -ANGLE OF DIRECTION CHANGE -4-- --20 _8-- -4--y 2 --20 -3-_-- -so--- �.Bx4 35 F-4-- ---4 -+F.Q. ��,. 4 -, 9- -.-6 1�-�4T) L(2T)Ir 12 ..._2 I -- _ --.BXB j 20 6x4 20 4 6 Fa i + s O w " HORIZONTAL BEND N6 28 t0.-- 5 2 �.__ - 4- 20-... ',.:._8x8 35 : 4 - 4<ESS -__, I-_.. I-..-_. • --7._ -. F._.-._ _ Bx4 1 1 50 .-_40 ,.- ,.4<LESS I...F.O.-- --- _ LL -�----.-- -- C �.__.. _... -+ -0x48 _35._a B B 30 ,- -8 r 2 ..:O 1 -1D ___5 2 -..1_ 17 --22 3-- _.. 4U �.... 6<LESS F.O. 1 BELL U. .N 8 -36 14 8 ------_._---- -1 -._-- _-- --.. + _ - B<LESS_t F.O. 0 14 7 4 26 5 ! 84 10 6 40 6 B `_18 -1 JOINT X -___.-_ �._..----- 3 36 5 90 ___ 0----][ (D 10 40 I 18 8 4 45 6 110 10x8 i 65 ' - I ---- t 10 10 27 1 RESTRAINED BELL JOINT RING RESTRAINED MECHANICAL ¥ -- -*- --- it _. _ ...12x10 20 8 8 0 12 50 _ E * --io,-- --AF.D.- -...-� - - -__-_+-6<LESS i F.O. ... :-.__ -..._. 1 '._._. 1 -_._. 12x8 40 --._- - - -__, �► .__14 56 23 10 5 60 9 14D 12x8 85 _ _.__ 14 1 20 9 5 y 35 7 85 1 -- 12 12 38 ! -- -- ---- ---- ----- _ -I- --i 12 12 65 1', ----i - 1 tfixt2 a0 i 10 20 BELL JOINT TO PLAIN END MECHANICAL JOINT TO PLAIN END w V} U _ _ _ -. __ 16x10 95_-JI 8<LESS F.O. 16 -.--22_ 11 5 i 40 8 95 _ 16 I 60 26 11 18 67 10... 180 1---_ I.. 18x10. 57 ,8<LESS F.O. 2 + { :20x18 r 95 1 ---I 18 7 24 + 12 8 y', - - I WIMECHANICAL RESTRAINERS W/MECHANICAL RESTRAINERS :3 1 F-- t- { -- - - -- -- 18 ---iz 1 00 2D -- t3 s e 1 a o zo�x18 ao 16 <12 zo SECTION DEAD END ..+ ---- _ _ 10 LESS F.O. -- - ---- ---- -- •20x16 85 74 12 180 - - - I-- 10<ESS F.O. ,- L' - -- - --- ----____L- Z -------­ ---. f 20x12 .120- -- ----------._.+_._D.i __ + _ 1 -._ .;_2OX12 73 20 ---20 ...78._..1, ----..-- ----- --I - ---- ----- V 24 i 76 33 15 1 7 _-81 --14-_ 200 -I r ' 20 11 20 130 24 I 27 14 ` B - j._it -111 24x20 40 -.- - _ _ _ ____ LU, 20 75 -32--- 13-- -7 80 13 195 1 B 80 30 3 30 15 I�, 7 57 13 137 - 16 40 __-_---__- 24x20 65 - - C 30 88 36 18 9 ' 97 1 16 235 ' 12<LESS F.O. 24x18 50 12<LESS; ` r�y . + +'T It � :-- A i'-.. - -- - .-. C } F.O. - - -- ._ 1 24x18 95 '- -- - -- LL -F _---_- Q I.. 2 CURBSTOP-FIP--- 4 --- - --..a_ ----r - -------- 1- -1 -- __-. ------ 38 5 34 18 8 66 : 17 159 I' ;24x18 60 24 2a ',� 76 ...__ - - -_.__ _----- .- -- iiT "." OTE#2 _ _ ---- -�--20 ------_ 24x1fi 120- -_...., --.-__ __. r -. --- 1 __. 20 53 w w• w• •• s r _ -__. - -------- ----- *+ 'Q� ao .. j SEEN ) - J 2 ( 36 100 40 -20 -..10 t 110 20 - - 24 I 20 0 42.-.--,,--.3_I _38 -:_..20 `.-9 _ 75 1..20 176 '..30x24 50 16 20 42 115 48 23 11 125 24 300 _ _ -__- _ _ I-- j S X _ -SEE NOTE#5 " - -- Q f0 JEA STANDARD WATER T i 30x24 80 18 40 - __ 30x20 76 12<LESS F.O. UPPER BEND ! ryj wj ' -FULL LENGTH OF PIPE CENTERED L > --T POLY WITH BRASS FITTING --- - --- 30x20 150 12<LESS F.O. 48 1 1:, 43 22 10 82 1 22 198 J-- F a 9'MIN' T MIN' U METER BOX FOR I METER W/---, 4B 125 s2 25 12 1 140 T 30 1 340 !-- -_-� I-----_,-___._-.-� �, - _. _ _ �- -..-- -- _ __-. - ,,_.38x30 50 30 30 99 REDUCER MECHANICAL JOINT SLEEVES --- - --- - 38x30 80 30 30 140 -- -__ _- - ----- n.. 7 O w -" AT CROSSING,SEE NOTE#1 - ° O W HEAVY DUTY IRON LID. CLOSE NIPPLE r 98x24 150 36x2a 88 24 BD ANGLE OF 45 1 O LOCATE WIRE PIG TAIL END r g w N -2"BRASS,90°ELBOW&PLUG - -- 1 - -L w �` MECHANICAL JOINT 11 22 °OR 45' 42x36 80� 18<LESS F.O. ( 37" TIE RODS NO.OF TIE RODS REQUIRED Og ? O N 1 ! LOCATE WIRE,SEE NOTE#3 Q 24 80 DIRECTION CHANGE w 42x30 88 38 38 F.D.F.O. (12 LONG) __ 30 813 ( �� i ME 3k, Yl N 42x30 150 3838 1B0 118 � m f" SEPARATION BENDS(SIZE VARIES) 2D 50 42x36 40 1 fi<LE55 N 48x42 40 24 i 52 3"-8" DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT 3/4"ROD) �� t VARIES(SEE FINISHED GRADE 1 48x42 BO-, 30 120 10"-12' DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(314"ROD) LOWER BEND nl -- - i-- 48x36 150 20 LESS F.O.50 48x36 BB 2D F O I RUN -r �-NOTES#1&#2) -- -- -- - 14"-16' DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(314"ROD) , - - -- -- ">< v --- -..... 1.._ --.__. _ -....�------ 16<LESS{I-_ -{ .41� x -- - , --- 1 t0 18'-20' DIAMETER MAIN-B TIE RODS REQUIRED PER JOINT(3/4'ROD) 11 - +� r _ = 1 j l S 42 42 220 1 - w '_ 38 160 42 42 138 * ** W._36' DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(314- 4ROD ) + r Y -12 TIE RODS REQUIRED PER JOINT 24" DIAMETER MAIN . DI ," r 30 80 30 78 ( ) ANGLE OF 45° ! * RESTRAINED JOI (TYP.) '--EXISTING CONFLICT PIPE - , 24 40 DUCTILE IRON PIPE RESTRAINT NOTES: 24 37 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT 1 1/4"ROD) LI' �" ,--PROPOSED WATER MAIN LOCATE WIRE r 1 1� 1 20<ESS F.O. I - 20<LESS F.O. PLUG ( z i SIZE&TYPE VARIES (SEE NOTE#4) '----� _ ---_ - _ :- i 54" DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4'ROD) w DIRECTION CHANGE - - - SIZE AS REQUIRE * PVC PIPE RESTRAINT NOTES: 48 48 1 250 1. HIS SCHEDULE SHALL E UTILIZED ON ALL WATER,SEWER FORCE MAIN OR 154 r " 42 SO RECLAIMED WATERS �SCH DILE FITTINGS M N ML BE RESTRAINED TO LENGTHS 48 42 132 W VERTICAL,OFFSET PROFILE THE LENGTH OF THE PIPE TO BE W z"Poly ,�, 36 11 INDICATED ON THE AB 36 s9 DEAD-END THRUST COLLAR ANCHOR a;� 41 t �:' a -.,,_, _I 1 RECLACMEDWATERSYS7EM3'ALLOFINGSSHALL�EERESRRANED ONNGTHS !I 30 59 ----- --------- --�-- ------ ------ - RESTRAINED ON EACH SIDE OF BEND SHALL BE IN ACCORDANCE WITH RESTRAINT JOINT f "-15"CRUSHED ROCK INDICATED ON THE ABOVE SCHEDULE,AT MINIMUM. I----J 24<LESS]._F.O.-� 2. ASSUMPTIONS:DUCTIL IRON PIPE(WITHOUT POLY WRAP),SAFETY FACTOR=1.5,TEST 1 24<LESS F.O. TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH(OPTIONAL)SIZE H - +'� ___---_..* - _-.----�_ SCHEDULE,(SEE DETAIL W31A OR W-31 B) ` µ µ F.O.=FITTING ONLY PRESSURE=150PS1,301=GM OR SM,TRENCH TYPE 3,DEPTH OF COVER=30 INCHES F.O. FITTING ONLY AS PER THRUST BLOCK DETAIL(W-38).SEE DETAILS W-36&W-37. LU O �.� + BRANCH OR GRAVEL BELOW BOX:j 2"CORPORATION STOP - F 2. ASSUMPTIONS:PVC PIPE,SAFETY FACTOR=1.5,TEST PRESSURE=15OPSI,SOIL--GM OR FOR 20•AND SMALLER PE SIZE OR 36 INCHES FOR 24°AND LARGER PIPE SIZE. FOR o K w -_ I SM,TRENCH TYPE 3,DEPTH OF COVER-30 INCHES FOR 20'AND SMALLER PIPE SIZE D.I.P.W/POLY WRAP,U E RESTRAINT JOINT SCHEDULE FOR WC PIPE. Z CASE"A"CROSSING A1. OR 38 INCHES FOR 24'AND LARGER PIPE SIZE. I I - L - 'I µ 3. BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 3. BENDS AND VALVES:S ALL BE RESTRAINED ON EACH SIDE OF FITTING. I- --- - -- - _.----- --- w T r w L5 "- E �' - --F-- L' NOTES: �" -_` 4. VERTICAL OFFSETS: E APPROX.3 FEET COVER ON TOP AND APPROX.8 FEET COVER 0 en i 4. VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND APPROX.B FEET ON BOTTOM.PER THE TAILS,Lu IS THE RESTRAINED LENGTH FOR THE UPPER{TOP) .- w '', - - .. �i 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED 70 98%OF THE MAXIMUM DENSITY AS COVER ON BOTTOM.PER THE DETAILS,Lu IS THE RESTRAINED LENGTH FOR THE LEVEL.U IS THE RE9 INED LENGTH FOR THE LOWER(DEEPER)LEVEL.ASSUME 45 TE 1 DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. UPPER(TOP)LEVEL.Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) DEGREE BENDS. r - - TEE OR SERVICE SADDLE ____ _ f 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL(W-10 AND W-11). LEVEL.ASSUME 45 DEGREE BENDS. 1--------1- 1t - -�WATER MAIN 5. TEES:TOTAL LENGTH TWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER � -- -- � 0 --- -- --- --- B A TOTAL DISTANCE OF 30 FEET(MIN).SEE SCHEDULE 1 :TOTAL ENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE RUNS L E ( ) +," ,r+ + 3. LOCATING'WIRE REQUIRED:SEE DETAIL W�4. UNIT PRICE PAY QUANTITY' 5 TEES:TOTAL (RUN) _...___ -_-_-- ___-.-_._ __.-________ ,°: SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN).SEE SCHEDULE ABOVE FOR RESTRAIN LENGTH ON TEE"BRANCH"LINE. � � ;-; -' � •,� �I1 �� � �� ------- - - -1 { , __-- f- � 4. THE COVER FOR PIPING LESS THAN 24'SIZE SHALL BE 30'(MIN)IN UNPAVED AREAS,36'(MIN)IN PAVED AREAS AND A MAIQMUM ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH'LINE. RUN COVER OF 50",UNLESS APPROVED BY JEA THE COVER FOR PIPING 24'SIZE AND LARGER SHALL BE 36'(MIN)IN PAVED AND O NOTES: 6. HDPE TO D.I.P.TRANSI IONS:THE D.I.P.PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 6. HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). *x #* ** x* NOTES:_____ VALVE UNPAVED ARFJ13 AND A MAXIMUM COVER OF 84°,UNLESS APPROVED BY JEA. Z 1. PIPE SHALL BE POLYEI-HYLENE.FITTINGS SHALL BE BRASS. FIRE HYDRANT_LATERAL 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 2. THE TOURS STOP SHALL BE ALL BRONZE.FITTINGS SHALL BE BRASS. SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH GENERAL NOTE: - 1 BE AATLENGTH OTAL DISTANCEEOF 30 FEET JOINTS STRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL S. IF UTILITY CONFLICT IS LOCATED tN ANON-TRAFFIC AREA(NO TRAFFIC LOADS)AND THE NEW PIPE IS D.I.P.,THEN THE MINIMUM !i INCLUDES NOT OVER TIGHTENING THE PARALLEL ROD&NUTS.THESE NUTS SHOULD COVER MAY BE REDUCED TO 24 INCHES(ONLY IN THE AREA OF THE CONFLICT). 1. PAY ITEM—"DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. ONLY BE SNUG TIGHT.THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE BASIC. I AFTER THE RESTRAINT IS INSTALLED.OVERHOMING THE JOINT MAY CAUSE A FAILURE 2. PAY ITEM'"'DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH 4. LOCATE WIRE FOR IV OR GREATER IN LENGTH. AT THE BELL RESULTING IN A SERVICE OUTAGE. 2. PAY ITEM—"I"DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. ADJUSTMENT OVER E`/I ST I N G UTILITIES 3. �INDICATES DIRECTION OF THRUST FORCE. 3. PAY ITEM""DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. /� 6. CANNOT BE PLACED UNDER CONCRETE OR PAVEMFNT. MECHANICAL RESTRAINT DETAILS - 11 MECHANICAL RESTRAI NTS 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECITON. DUCTILE IRO PIPE RESTRAINT JOINT SCHEDULE MECHANICAL RESTRAINT DETAILS - PVC PIPE RESTRAINT JOINT SCHEDULE SEPTEMBER 2011 PLATE W-31D SEPTEMBER 2011 PLATE W-32 FLUSHING VALVE BELOW GRADE SEPTEMBER 2011 PLATE W-31A SEPTEMBER 2011 PLATE W-31B SEPTEMBER 2011 PLATE W-31C SEPTEMBER 2011 PLATE W-28 L. W ^^�� W NOTE: ^ 'w -FOR ALL MECHANICAL JOINTS USE `/, V, MEGALUG PER CITY OF ATLANTIC BEACH NOTE: .� NOTE: FOR ALL MECHANICAL JOINTS USE -FOR ALL MECHANICAL JOINTS USE rt MEGALUG PER CITY AL ATLANTIC BEACH MEGALUG PER CITY OF ATLANTIC BEACH ,r,- TIE RODS- `V LU SEE NOTES � -6n-0 0 c -_ -- CU W Z 1/2'MAX.'- -- MAX.' w P. r� O w 7 - �1� IF 4� -t, +�._ a � T- -)j 1 ; w i> �. _ '�"'J 0- _ w 1 -- _ .HEIGHT=B+ Se -A, PIPE O.D. � - 3: U) w w cr H I 0 - - - PIPE �• { r _ - T 4b - �� A m 4 zQ - 3 - V - -- - - - -- -- - T i- 1 - , x - - PIPE 1 �-- O t 4 j -�11 m r { -,, � - THREADED STEEL ROD WMUTS 8 _ - -T O w -LOCATE WIRE i WASHERS(TYP)LENGTH AS REQUIRED f -C= Cn BELL RING(TYP.) -- DEPTH VARIES v F- ,_ p J r MECHANICAL JOINT TEE `- MECHANICAL JOINT TEE A, -- _- MECHANICAL JOINT TEE- - VALVE BOX(SEE S-49) --- - - EXI TING CONFLICT PIPE z ROUTE LOCATE WIRE IN 24"MIN-12°&LARGER PIPE Z b I �N � � 18'MIN-10"8 SMALLER PIPE -T. T -- T PROPOSED FORCE ` LU � {,i i K MAIN SIZE&TYPE ) r THREADED STEEL ROD W/ SEE OTE#4 ` w;, SEPARATION `* f �) NOTES: THE LENGTH OF PIPE TO BE LOCATE WIRE-- -- U w VARIES f !~ VARIES SEE f _ f ROUTE LOCATE WIRE IN bbb NUTS&WASHERS P5 --90•THREADED 9 MIN.' 9'MIN.' O -. < 1 VALVE BOX(SEE S-49 ` MECHANICAL JOINT VALVE RODDED SHALL BE IN O LENGTH AS REQUIRED �1 0 ( - x . -�. { e - 1. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED SOIL. SEE NOTE#4) t ¢Z NOTES#i&#2)',► ? MECHANICAL JOINT VALVE- I EYE BOLTS W/NUTS -' 2 w a , A r i STUB OUT LENGTH SHALL- Z RESORAINT JOINT SCHEDULE. a,; __, , LOCATE WIRE SEE NOTE#4 - 80°THREADED EYE BOLTS 2. THESE TABLES SHOW MINIMUM SIZES FOR THRUST BLOCKS IN GOOD SOIL(A 1 THRU A 3,CLEAN SANDS AND _ I f W/NUTS JOINT RESTRAINTS +---I - GRAVELS)WITH MINIMUM BEARING CAPACITY OF 2000 psi. 3.1 PROPOSED FORCE MAIN -�,', A -!Y I .- 4_. THE LENGTH OF PIPE TO BE " ;''t 3. POOR SOILS A�THRU A-8,SILTY SOILS,CLAYS,MUCK AND PEAT WILL REQUIRE LARGER THRUST BLOCKING. _ --- z m a_1 V" __,_-- -+° THRUST BLOCK FOR TEES d�PLUGS( ) SIZE&TYPE VARIES SEPARATION - --- - ` _- --' RESTRAINED SHALL BE IN B THREADED STEEL ROD PIPE BELL RESTRAINT ft �!, ii -_--- .,` THREADED STEEL ROD W/ STUB OUT LENGTH SHALL 1- u___, ----------- 0 rm r - --- VARIES(SEE 0 - w ACCORDANCE WITH. -;_-T � PIPE BELL RESTRAINT W/NUT&LOCK _ 90'BEND 3.F.BEARING 1 4. BOTH CONCRETE THRUST BLOCKS AND TIE RODS MUST BE USED WHEN,IN THE JUDGEMENT OF THE "r.- • � ,,,.,, 1 k l'-. :,-f-�_--__:- S- >3 NUTS&LOCK WASHER, 8E 40 L.F.(MIN)WITH - _ _ I --SOCKET CLAMP WITH SOCKET CLAMP03 f + ) O DEPTH VARIES _---_-_; WASHERS(TYP) SIZE A B C ENGINEER,THE NATURE AND CRITICALITY OF AN INSTALLATION IS SUCH AS TO REQUIRE POSITIVE V) �� . `` NOTES#1&#2 fi -I� O O FULL LENGTH OF PIPE---, RESTRAINT JOINT SCHEDULE 9 MIN. �9 MIN. LENGTH AS REQUIRED(TYP) JOINT RESTRAINTS r (LENGTH AS REQUIRED) �i ) 4. SURFACE -y _ j 4- �, l h- _ 16' ' 10' 1B•-----1.78 - - .1_ � WASHERS{1'YP. r j _� --- ASSURANCE OF STABILITY. ��U U _ a z LOCATE WIRE - EXISTING - 5 w CENTERED AT CROSSING EXISTING UTILITY PIPE (SEE NOTE#3) MECHANICAL JOINT 11 114°, PIPE FULL LENGTH OF PIPE - BELL RING{TYP.) THREADED EYE BOLTS W/ w (SEE NOTE) CENTERED AT CROSSING, -- PLUG ANCHOR STRAP - 6 _20° 24 VS. 3.33 s. THE USE OF THRUST BLOCKS SHALL BE LIMITED TO SITUATIONS SUCH AS POINT REPAIR WHERE EXPOSING ~ CONFLICT PIPE NUTS 8 LOCK WASHERS /? SEPARATION SIZE VARIES) (TYP) _ �- -- ( SEE NOTES _ --SOCKET CLAMP WITH MECHANICAL JOINT PLUG r 8' 28' 32" X18' 5.78_ SEVERAL JOINTS OF PIPE IS NOT FEASIBLE DUE TO EXISTING GROUND CONDITIONS. J MECHANICAL JOINT 11 1/4 - VARIES SEE -- A -__ 22 1/2°OR 45°BEND ( ) NUTSOCKWASH RSWIYP I I I 10' 3Y 40' 18' 6.89 22 1/2°OR 45°BEND --THREADED STEEL ROD W/ - , - N NOTES#1&#2) `, d t (LENGTH AS REQUIRED) SOCKET CLAMP WASHERS(TYP.) - _3T_1 4T ___ ____ S. CONCRETE COLLARS WITH TIE RODS MAYBE USED ON DEAD END LINES AT THE CONTRACTOR'S DISCRETION. Q w ( �-- - hl.0 LOCATE WIRE)(TO BOX) t-� -- 24' 12_00 NUMBER OF TIE ROS REQUIRED IS AS FOLLOWS: U (SIZE VARIES) FULL LENGTH OF PIPE NUTS 8 LOCK WASHERS, ` Is ,_, 1� `1 PROPOSED WATER MAIN CASE"B"CROSSING PLUG ANCHOR STRAP --.4 (SEE NOTE#2 A ,A 14• 40• 1 58' 24" 1 15.56 3"-8° DIAMETER -2 TIE RODS REQUIRED PER JOINT(3N•ROD) U� ---t-I J ti, a. - --- --- --.._-- - I t -- - - ----- _ ----eD' X24'-� 20.00--- 10'-12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(314'ROD) � LENGTH AS REQUIRED l (SEE NOTES)CROSSING, _ °OR 45•(SIZE VARIES) VARIES ` t �� 48' 1_ -_ 14'-16' DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3M'ROD) 141 - -- - v O 18 58'+ 84' 24" 24.89 18'-20" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3l4°ROD) MECHANICAL JOINT 11Y°,22 c CASE" „ ` ( ) EXISTING CONFLICT PIPE IS A WAT R MAIN 12-INCHES OF SEPARATION IS REQUIRED.A FULL - -' 1-1 20' ---60" 78' 24 31.87 24' DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(314 ROD) 0 A CROSSING 1 �_ t -, NOTE F EXIS N � A 1'! �A MECHANICAL JOINT PLUG PLAN 24-7z• �-so"�24' r 45.00- �_�_ DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1'ROD) � r� Q -- - -- - NOTES: 9'MIN 9'MIN ---RESTRAINED JOINT(TYP) LENGTH OF PIPE SHALL BE CENTERE OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT -- - T t - 42 48 DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 114 ROD) 0 - CLPIPE SIZE AS REQUIRED SPACING FOR ALL CROSSINGS. . 30 88' 102'+2-- 80.87 _ y4• DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4'ROD) 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN12-INCHES OF SEPARATION IS REQUIRED.A FULL LENGTH OF PIPE SHALL BE -THE LENGTH OF THE PIPE TO BE LOCATE WIRE(TO 0 - CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR ALL CROSSINGS. RESTRAINED ON EACH SIDE OF BEND 2. FOR OTHER LOCATION LIMITATIONS S E PLATE 5-26&8-27. BOX)(SEE NOTE#2) -_ J 38'-- ttu' 108 24' 88.11 -- ----�- - --� 7. MAXIMUM TEST PRESSURE TO BE 150 PSI. SHALL BE IN ACCORDANCE WITH TABLE 3. NUMBER(,F TIE RODS REQUIRED ISA FOLLOWS: - -----------_ -------------- ----- 3. _-- - - 2. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10&W-11. FOR MECHANICAL RESTRAINT LENGTHS, 3"-8. DIAMETER MAIN- TIE RODS REQUIRED PER JOINT(3/4'ROD) SECTION TION_"A-A" SECTION"A-A" -- - _ - OR BENDS 10"-1T DIAMETER MAIN- TIE RODS REQUIRED PER JOINT(3/4"ROD) -- NOTES: ------- - ------. ! ----- --- f - - -- - ------- 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: 14"-16' DIAMETER MAIN- TIE RODS REQUIRED PER JOINT(3/4'ROD) NOTES; " " - I-- 90'BEND 3.F.BEMING 1- 45'BEND THRU S F BBEARI KO -.-_-� - ND S.F.BEARIFK'a F. T-8- DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4 ROD) - B-4-- -�---------_ _--A BI C _-___-_,- A__ B O " (SEE DETAIL W-31 ASB) 18'-20' DIAMETER MAIN- TIE RODS REQUIRED PER JOINT(3/4'ROD) 1. IN LIEU OF BELLlROD RESTRAINTS,MECHANICAL JOINT RESTRAINTS MAY BE USED. SIZE ' A� 8 T-C SURFACE � A } SURFACE 22-1/T BE t S SORB FACE G C •11 1/4•B � � SURFACE �� 10•-72 DIAMETER MAIN 4 TIE RODS REQUIRED PER JOINT(3At ROD) CASE"B"CROSSING 24 DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4•ROD) 1. IN LIEU OF BELUROD RESTRAINTS,MECHANICAL JOINT RESTRAINTS MAY BE USED. -- --" --- j 14--16" DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4'ROD) _-... -- - -- -- - ---- ---- ---- ---- -- --- -- • 4 R 30"-W. DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(1'ROD) 2. LOCATING WIRE REQUIRED,UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. 6• 32 t 18' 4.8D 18 18 18 2.00 14 t 16 18 1.56 14" 1 18' t8' 158 4" 18' 18' 18' 1.78 14 18' 18' 1.58 14' 18' i 1B 1.58 14 18' 18 158 18'-20 DIAMETER MAIN 8 TIE RODS REQUIRED PER JOINT(3/ OD) 42'-48" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(1 1/4'ROD) 2. LOCATING WIRE REQUIRED,UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. ___ _�______- _- _- _.-- .- -___.__- -�_._. ---__ - -...-- -.^-.,, --- �__._--. _._- 24' DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(314'ROD) -8' __- - + _,-_�._2 _-_-___-_ --_----- _Y ---_!---_-- -- ------�------T 1.58 30"-36" DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1'ROD) NOTES: 54" DIAMETER MAIN-B TIE RODS REQUIRED PER JOINT(t 914'ROD) 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: 8' 32' 38' 18' 8.00 24" 1 28' 18' 1 4.87 18 18 78 2.00 i 74 18 1B" 1 .,� U - - 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: 3'-8' DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4'ROD) 10' 38' 48' 18' 11.50 ' 28' 38' I 18° + 8.50 20' 24' 18 3.33 � 18' 18' 1 75 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) 4. LOCATING WIRE REQUIRED:SEE PLA E S-49. Y-8- DIAMETER MAIN-2 TIE RODS REQUIRED PER JOINT(3/4•ROD) 10"-12' DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(314'ROD) I�----------- --4- -- ----+--. -------- -- --- +- _ -- _..- � 1. 4' z 22 '' 54" DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4'ROD) 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY A5 Y 4" -_ _ _ 17 44' 56' 24 17.11 37 40' 24 6.89 24 30' 24 } 5.00 8 2(1" 2 DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557 S. THE COVER FOR PIPING LESS THAN 2"SIZE SHALL BE 30'(MIN)IN UNPAVED AREAS,36"(MIN)IN IAMETER MAIN-4 TIE RODS REQUIRED E JOINT f JOINT 3/4'ROD t 14"-16° DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4•ROD) 18'-20' DIAMETER MAIN-8 TIE RODS REQUIRED PER DINT(3/4'ROD) I 14' 5T 82' 24' 22.39 r 38' 48' 24 12.00 28 38" 24" 8.50 20` 24' 24 3.33 -- 4. LOCATING WIRE REQUIRED:SEE PLATE W-44. PAVED AREAS AND A MAXIMUM COVE OF 60",UNLESS PRE-APPROVED BY JEA.THE COVER FOR Is'-20' DIAMETER MAIN-8 TIE RODS REQUIRED PER JOINT(3/4"ROD) 24• DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(314'ROD) f 18' 58" - 24" 29.00 1 40' 54• � 24' --- 32' 38' 24 � 8.44 22' 28' 24 3.97 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS(W-10 AND W-11) ,---__-_.__ -, _._.�-- - - -... _ _ -- -'-- �--___-� - --_--_ PIPING 24"SIZE AND LARGER SHALL 36"(MIN)IN PAVED AND UNPAVED AREAS AND A MAXIMUM 24" DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(314•ROD) 30'-36" DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1"ROD) ---- --- - 10-50 24 3Y 24' 5.33 5. THE COVER FOR PIPING LESS THAN 24'SIZE SHALL BE 30'(MIN)IN UNPAVED AREAS,38"(MIN)IN PAVED AREAS AND A MAXIMUM _ ___ COVER OF 60",UNLESS PRE-APPROVED BY JF1A.THE COVER FOR PIPING 24'SIZE AND LARGER SHALL BE 38"(MIN)IN PAVED AND 3. LOCATING WIRE REQUIRED:SEE DETAIL W-44. I COVER OF 84",UNLESS APPROVE BY EA. 30"_36" DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1"ROD) 42"-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1 W ROD) 18 84 ! 24 36.68 48 80 24 19.17 ' 42' 24 AND A MAXIMUM COVER OF 84",UNLESS APPROVE BY JEA. 42°-48" DIAMETER MAIN-16 TIE RODS REQUIRED PER JOINT(1 1/4'ROD) 54' DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4•RODj 20' 72' 88' 24' 44.00 5Y 1 68' 24' 1 23.83 38' 48' 24 1 12 87 28° 38' 24 6.50 -I- -- - I UNPAVEDAREAS 6. THE SOILS BETWEEN THE MAIN AND E CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE 54" DIAMETER MAIN-18 TIE RODS REQUIRED PER JOINT(1 1/4'ROD) 24" 96' 98' 24' 36.89 ' 64' 78' 24" 34.67 48' 58" r 24 I 1789 32 24 8.89 __4. THE COVER FOR PIPING LESS THAN 24 SIZE SHALL SE 30"(MIN)IN UNPAVED AREA,38'(MIN)IN PAVED AREAS AND A MAXIMUM MAXIMUM DENSITY AS DETERMINED THE LABORATORY MODIFIEDPROCTOR TEST ASTM D 1557. I_- -- - �- - `--- "_1--- -"-T NAND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF TME MAXIMUM DENSITY AS COVER OF 80,UNLESS APPROVED BY JEA.THE COVER FOR PIPING 24 312E AND LARGER SHALL BE 38(MIN)IN PAVED AND4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT,iF POSSIBLE.THE STUB OUT SHALL -- ---1 -----_ ----6. THE SOILS BETWEEN HE MAI 30" 1 122• 102' 24' 86.11 72' 94" I 24' 47.00--_-. 58'_ --62'_.._-24 +-._-_24.11----+_36- -24'. ---1200DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST ASTM D 1557. UNPAVED AREAS AND A MAXIMUM COVER OF 84',UNLESS APPROVED BY JE4. 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT,IF POSSIBLE.THE STUB OUT EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.)WHERE POSSIBLE. rt r } _ - --- SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.)WHERE POSSIBLE. 38"� 168'y 104 24' __ 123_33 88 _I08'_24° I _ 86.00 84 78' _ 24" 34.67 4424 ■ ADJUSTMENT OVER EXISTING UTILITIES ADJUSTMENT UNDER EXISTING UTILITIES ADJUSTMENT UNDER EXISTING UTILITIES PLUGGED DEAD END USING V USING TIRE RODS MECHANICAL RESTRAINTS USING TIRE RODS PLUGGED DEAD ENS USING TIRE RODS MECHANICAL RESTRAINTS THRUST BLOCK SIZE CHART � SEPTEMBER 2011 PLATE W-33 SEPTEMBER 2011 PLATE W-34 SEPTEMBER 2011 PLATE W-35 SEPTEMBER 2011 PLATE W-36 SEPTEMBER 2011 PLATE W-37 SEPTEMBER 2011 PLATE W-38 1111 NC r to = o 1 tro if � � M 3 � � N O M C V Iw m -­� � to 'O in 32 'C t 1160111' C O ,- Y M I-- -0 to C 1) c� d o ` C "L "� M O vI � o - � Lo to C9 BOX ACCESS(SEE OTE#2) A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER.1. BRANCH VALVE BOX OR LOCATE _--_-- - __ s ---"V'CUT IN 6"PVC PIPE RISER BOX REQUIRED(SEE NOTE#1) I i U U 6'PVC PIPE RISER-- 1 ,-LOCATING WIRE PARALLEL TO MAIN ,I w � .0 i,- n w W w �W LOCATING WIRE-- - ____L-- - Z -z -u) w H=- w � -WATER MAIN _� - %--- -- O w j w y O w O rn z x 10 MAX -- �^ - - - - -- -_ �w3 m� ow I- ^ - Y -o O� cw7 Iw- X>z�0 Iwm UZ - SPACING' �;. - - _ T- 1 Al- --- - - --f---- --------- - - ---- _MAXIMUM TRENCH WIDTH' - X N W d Y 9 g ZZ w z g w -- T _ MIN/MAX COVER(SEE NOTE#4) � GENERAL BACKFILL w O O x w U m Z z IY= ¢ $ O=w ¢ >w C ,- W� (SEE NOTE#1) MATERIAL(SEE NOTE#5) X°D F w w� w w 3 m U ; w U I- 3 iv M-m J _ _- CONNECT WIRE TOGETHER- I!1 O w DEPTH VARIES FULL LENGTH OF PIPE CENTERED- MAXIMUM JOINT DEFLECTION-, > Q m 1' X> a? to a X z CS"w r w z �T -_ - ] I, WITH ELECTRICAL WIRE NUT. " - - z w m 3 3 iv m ¢ O X 8 W mOf I„ PROVIDE 12"PIG TAIL U Q LOCATE WIRE(SEE NOTE#3) --PROPOSED WATER MAIN AT CROSSING(SEE NOTES U F-1 0)w O 3 O m R.i 3 CJ m O� I g- '��'W 0 w rww w 3 / I- �', ` (SEE NOTE#5) z EXISTING CONFLICT PIPE PROPOSED WATER MAIN MAXIMUM ANGLE - O IY o Z w z z 3 o J F- --BOX ACCESS(SEE NOTE#1) FULL LENGTH OF PIPE- SIZE 8 TYPE VARIES t w w- z X < -m R.I ~NI w w -z SECURE WIRE TO PIPE WITH- 4) ;�LU i �- -� z 5w m3 a ¢g - 1 -_k N- _ } j w yg{J w I _`t w DUCT TAPE OR ZIPPER VALVE BOX- ~- z m `ENTERED AT CROSSING SEE NOTES#1&#2) { -LOCATE WIRE -,`- A 3 N 1 >'F-z >'m -+>0 3 i ~ w-- w-2 O ---TEE OR SADDLE 1! LOCATE WIRE W , SEPARATION VARIES - SIZE&TYPE VARIES t (¢i= w W w III 1 J , a � 3 G w m TYPE PLASTIC TIE STRAPS / SEE NOTES ( -MAX OFFSET NOTE#5 ( )" '' J ¢O ¢�7 J I- g w O -4"AND LARGER BRANCH MAIN l WATER MAIN / SEE NOTE N w / - �, ^ ( ) BACKFILL COMPACTED TO 98°� O O¢"' a I � �N N- DUCT TAPE OR ZIPPER E _� _. . AC NOTES#3&C J z LL J>a w 1 f O PLASTIC TIE STRAPS R TYP 1 i-- C w l - �` -- �. - f BRANCH FORCE MAIN .7---, ��._ --- - F % - - 1 . T �I� m ------ AND - + l --:1 '1" SEPARATION VARIES 1+ y 1, (2"AND LARGER WATER MAIN OR 3' __-----_ -_j_- -� --_---, Scale: N/A LOCATE WIRE I PIPE DIAMET It! (SEE NOTE#3) _ // ` EXISTING CONFLICT PIPE �/ , + LARGER WATER SERVICE PIPE) (SEE NOTES#1&#2) i ! 9'MIN' 9'MIN' - --- - I ` 1 k" 1 t -- �}' 3 Project Manager: - -- - - I DEAD END - y 9 s'MIN' 9'MIN' __ - - . -:- _ ,f-- --a I-_- LOCATE WI------------- Al __----__..____ _--_-- .._--__. MINIMUM HORIZONTAL LENGTH REQUIRED MINIMUM HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE PIPE TO BE INSTALLED ON 1 WATER MAIN I BOLT LOCATING WIRE TO VALVE AS PER MANUFACTURER TO DEFLECT PIPE AS PER MANUFACTURER TO DEFLECT PIPE y t A -r. UNDISTURBED SOIL OR SUITABLE / LONG) VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. R � . '� END 1 r f ,0 SOIL COMPACTED TO 98%MAX. BOX&PIGTAIL (2" G ` DENSITY(NOTE#2) 10'MAX' I A cre- _��_.- .-.,._.-_� _, ..- _ 475'MAX, I 475'MAX, ---� __1 -r _ Designer: - •■ ■■ }" " {NOTE 4) (OTE 4) 1 INSTALL CO-POLYMER METER BOX WITH-- 9 CASE"B"CROSSING CASE A CRO`S`SING DUCT TAPE OR ZIPPER 1 I HEAVY-DUTY IRON LID(PAINT TOP OF LID) -- - -._--------------- - - 1 NOTES: - i '; (POSITION BOX PARALLEL WITH MAIN) `- Drawn by: - NOTES; TYPE PLASTIC TIES LOCATE WIRE SYSTEM -- - - _ --._ 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM DENSITY AS NOTES: _ _~#t h 1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 96%OF THE MAXIMUM DENSITY AS Certificate(Cate Of AUtI I: 729 DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. ___ _ ____ _ t. LOCATING WIRE TO BE INSTALLED IN EITHER THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILEIOOR PVC(PRESSURE 1 - MAINS).LOCATE WIRE SHALL ALSO BE INSTALLED ON ALL(HDPE)POLY MAIN PIPING(1:00 OR 11:00 POSITION, ) DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. TYPICAL TRENCH I 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL(W-10 AND W-11). 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL(W-10 AND W-11). ) ( CONNECT WIRES TOGETHER WITH %! � i ' 1 ELECTRICAL WIRE NUT. PROVIDE NOTES: 2. SECURE LOCATING WIRE TO PVC&D.I.P.WATER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED ATA - tI_- r f +-; 2 GRAVEL RISER PIPE--- 12"LONG PIGTAIL ENDS) �, 3. LOCATING WIRE REQUIRED:SEE DETAIL W-44. 3. LOCATING WIRE REQUIRED:SEE DETAIL W-44. CT- I MAXIMUM DISTANCE OF TEN(10')AND AT EACH SIDE OF SELL JOINT OR FITTING. �_ METER i i �, ' 4. THE COVER OVER ALL PIPING LESS THAN 24'SIZE SHALL BE A MINIMUM OF 30"IN UNPAVED AREAS AND 36•IN PAVED AREAS WITH A 1.TRENCH SIDES SHALL BEA PROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE ; R - PIPING LESS THAN 24'SIZE SHALL BE A MINIMUM OF 30'IN UNPAVED AREAS AND 38"IN PAVED AREAS WITH A CENTER LINE OF THE PIPE; THERWISE,TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA 3. THE ENTIRE LOCATING SYSTEM SHALL BE SUBJECTED TO TESTING TO DETERMINE ITS RELIABILITY.WHERE INSTALLED UNDER i !- ----�--LOCATING WIRE(ROUTED IN PIPE) 4. THE COVER OVER ALL MAXIMUM COVER OF 80 UNLESS APPROVED OTHERWISE BY JEA.COVER FOR PIPING 24 SIZE AND LARGER SHALL BE MINIMUM OF MAXIMUM COVER OF 60"UNLESS APPROVED OTHERWISE BY JFJA.COVER FOR PIPING 24'SIZE AND LARGER SHALL BE MINIMUM OF 1, PAVED AND MAXIMUM OF 84"UNLESS APPROVED OTHERWISE BY JEA 36'(PAVED AND UNPAVED)AND MAXIMUM OF 84"UNLESS APPROVED OTHERWISE BY JEA. STANDARDS.REFER TO TH MEASUREMENT AND PAYMENT SECTION{SECTION#801,PARAGRAPH#4))TO DETERMINE MAXIMUM PAVEMENT AREAS,TESTING SHALL BE DONE PRIOR TO THE PLACEMENT OF PAVEMENT,UNLE33 APPROVED OTHERWISE BY JEA. F -- 36"(PAVED AND UNPAVED) PAYLINE WIDTHS. LOCATING WIRE- C_ -., 4. LOCATING WIRE SHALL TERMINATE WITHIN AN ACTIVE VALVE BOX WITH A VALVE OR A METER BOX IF NO VALVE AT 475' DUCT TAPE OR ZIPPER TYPE-- I' WATER MAIN S. THE MAXIMUM TOTAL COMBINED LONGITUDINAL PIPE BENDING INCLUDING JOINT DEFLECTION OF PVC PIPE SHALL BE LIMITED TO ( j ( ) PLASTIC TIE STRAPS 5- THE MAXIMUM TOTAL COMBINED LONGITUDINAL PIPE BENDING INCLUDING JOINT DEFLECTION OF PVC PIPE SHALL BE LIMITED TO AN OFFSET OFFSET LIMIT IS BASED UPON 2OLF PIPE LENGTH)AS INDICATED BELOW: 2.BELL HOLE SHALL BE DUG PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH INTERVALS.SEE DETAIL PLATE W�4B.WIRE CONNECTIONS BELOW GROUND(OUTSIDE OF A BOX)SHALL BE AVOIDED. --DUCT TAPE OR ZIPPER ' AN OFFSET(OFFSET LIMIT IS BASED UPON 2OLF PIPE LENGTH)AS INDICATED BELOW: PVC PIPE SIZE MAT(-OFFSET�ZOLF JOINT) BOTTOM.BOULDERS OR L SE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT TYPE PLASTIC TIE STRAPS. --- --+t- -`�i � , PVC PIPE SIZE MAX OFFSET�LF JOINT) T 30" - r 2" 30" 4" 19.0" ABOVE THE TOP OF THE PI E. 5. REFER TO SECTION 350 FOR LOCATE WIRE SPECIFICATIONS. 4- 19' 8' 13° 3.BACK FILL MATERIAL UP TO LEVEL OF t FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL(SUITABLE SOIL)AND 6. "�"INDICATES THAT THE WIRES ARE CONNECTED TOGETHER. CONNECTION AT LARGE METER BOX ` -1 __- -4 6" 13 B" 10' SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 314 INCH SIZE. (3'OR LARGER SERVICE) 8• 10' 10" 8' 7. "._•INDICATES A WIRE PIG-TAIL(12"LONG) NOTES;_ LOCATE WIRE BOX UTILIZING METER BOX 10" B° IT 7" 4.BACKFILL MATERIAL UP TO LEVEL t FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH ------------------_ ------"--- -.--.---- 12" - 12 14"AND LONGER 5' 8. FOR FIRE HYDRANT LOCATE WIRE REQUIREMENTS AND EXCLUSIONS,SEE PLATES W-12,13 AND 14. 7' COMPACTED THICKNESS YERS AND SHALL BE COMPACTED TO 98%OF ITS MAXIMUM DENSITY AS DETERMINED BY THE 1. NOTE THAT 17iE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE. _NOTES: 14'AND LONGER 5- LABORATORY MODIFIED PR TOR TEST,ASTM D1557. 9. AN'LW" UT SHALL BE CARVED IN THE CONCRETE CURB AND PAINTED AT ALL LOCATE WIRE BOXES. 2. LATE WIRE SHALL ENTER THE VALVE BOX THROUGH A'V'CUT IN THE 8'PVC RISER PIPE SECTION(SEE W-18). ADJUSTMENT UNDER EXISTING UTILITIES ADJUSTMENT OVER EXISTING UTILITIES 5.SEE'EXCAVATION AND THWORK',SECTION 4p8FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT 1. LOCATE WIRE SHALL ENTER THE VALVE BoxTHROUGHA"V'CUTINTHE6`PVCRISERPIPE(SEEW-18). - OF UNSUITABLE SOILS,D ATERING,COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. Project NO.: 1221 O PIPE JOINT DEFLECTION PIPE JOINT DEFLECTION OPEN CUT TRENCH FOR PRESSURE PIPE LOCATE WIRE CONSTRUCTION FOR WATER MAINS' LOCATE WIRE FOR BRANCH MAIN LOCATE WIRE BOX Date: SEPTEMBER 2011 PLATE W-40 SEPTEMBER 2011 PLATE W-41 SEPTEMBER 2011 PLATE W-42 SEPTEMBER 2011 PLATE W-44 SEPTEMBER 2011 PLATE W-44A SEPTEMBER 2011 PLATE W-44B June,2013 Sheet No.: 60 `,N�w t%%li an .I -D_ �. •.• s •, -044 , �.� L 4 •� MANHOLE FRAME&COVER a 2 F S FINISHED GRADE GROUT -•"•� 'i X C L d - , - - -- 2 ; z° - 4 i - N I IIHS!LI F '.14E 0':'EF + 12"NOMINAL,18"MAX. o, • - j rt r F''II - -- - CONCRETEADJUS(TTMYE;T y •• • • I RINGS OR BRICKS P - --- Q • •� ••• �(��� O Jl`_: F _E,;._ L - --- -- , 6'' ' . 2'-8"DIA.' I -_ PLASTIC JOINT SEALER �i��,`,,, •.� �s �r --- - t N GROUTED IN PLACE O (2 SEALERS PER JOINT) __ _ - --- -_- _ -__ - -_- , ,1 r�I_ ,. n,1_,, g -RUBBER BOOT W/S/S CLAMPS. HILI 1 Q C --- - --- -- - - ^ - -- Z , __ Ir, r�u m d �.• _ ;'' j � ',- - -_�- _ -- --- ° FILL INTERIOR VOID AREAS W/ � _ ---- ,�� NON-SHRINK GROUT(TYP) u7 , - -- -- I 1 ,: - - - / "f_ -- - _I _ ] F t ('- -8"OR 10"GRAVITY INFLUENT SEWER _ ,µ r E �V - -- -.-_ -- - "i � � �^ i I�, E- t F I I TP.1 1 I - 5 w 4-0 DIA' -_ J^/,J' f r - � ' PIPE EXTEND PIPE 2'BEYOND C MI INTERIOR WALL(SEE NOTE 1). DROP BOWL(2 MAX PER M/H) � - - SEAL BOWL TO WALL Wl3M - ` (SEE NOTE#1 FOR 5'-0°RE o �, w -a-L' ADJUSTABLE CLAMP BRACKET N SERIES 5200 MARINE CAULK - . I ,.,. �. - ¢ I.L. (FERNCO OR EQUAL) +r �� i F - , SECURE W/4 MIN.318 x 1 112 " = f -_ - --_- _ s" ,' S/S ANCHOR,BOLT&WASHER I -- �L �/ ( ) ! 8°OR 10"S/S CLAMP BRACKET C -- -- 1111RRR - - TAPE APPLIED OVER PRIMER r. T' T (SEE NOTE 7) -,1 D 1.4--- ,>, T; 8'WIDE MIN EXTERIOR JOINT 3 - E Z __ - - T ° '1'' ( ) ( _ I TOR GREATER DROP(NOTE 4) U LA 0 .i, f �' ---' �. E 1_F F SEE NOTE 8 I I ' - FILL ALL LIFTING HOLES 1 I, C'-0 1 s; PVC 90°ELBOW LONG � #'� s PRECAST MANHOLE U i 1 SPIGOT X GASKET) - C U ; - BASE O a WMON SHRINKING GROUT a s:r _, �/ r�' F- 1r I. E �l, GROUT IN PLACE to tE ...I , AND COAT W/BITIMINOUS W O O f c2 I ti _ PVC SDR-35 OR SDR-26 DROP PIPE WATERPROOFING MATERIAL - O �1p Qu �h - - W 1/2"PER FT .F# - FILL VOID AREAS WITH CUT PIPE FLUSH TO LL- •�- C, o'_ __ t! L' Ft I a DIA.EQUAL TO INFLUENT PIPE __ .. 21 - VARIES PRECAST MANHOLE- NON-SHRINK GROUT F INTERIOR -RUBBER BOOT WITH S/S L_ V p s ,, "I T F ___----- I SEF_ w., - ,.L Y j, _ - .:Y ASE � ,,,✓ - i.,,, ;,�� . I -F_F' - F:, _ F FC B WALL SHRINK GROUT d I -- CLASS C CONCRETE so AREAS W/NON S _ r.;- - O _ SOLID _ -- E 6 ELEVATION TO MATCH CROWN __� - - v> I -` W/SOLID FILLER BRICKS ONLY _ d G __ -- �.` NT MANHOLE INVERT MANHOLE INVERT f0 - '. Q,� -z " -_ I ;, c; OF EFFLUE .+ t ., � Y I ---- ----- - fA y,. ..v r,_ U r � _ z ALLOWED AS FILLER,NO RUBBLE. 3 CUT OFF PIPE , r.I U:, €'=-r y. .o,.. € a INSIDE DROP FOR 8' GRAVITY SEWER PIPE p ca _-.- INE P O ! > C v J O .,:, , _ .: - AT WALL L (TY) 0 I. I mac,. f __ _. _ _. _ _ n,. - - ° 1~ •:':':':':' :•" , r Q '. O°, G> ,f--- l _-T HIGH LINE NOTE 2 t, u ,.I PROVIDE FILTER FABRIC IRAFI ( ) LL w W n 4 _ - - F!f LEVELING COURSE,12'(MIN) d _! . - r f'I ^' 700X 140'S OR EQUAL TO TOP � u;.,:. - � -_'l �" ) THICKNESS OF GRANULAR - - RUBBER BOOT WITH S/S I � 4" ''n. R''-'�•��J ..`, ,' uQ®� " I'' u - 4 DIAREINFORCED c r - e`.r r��, L .e ,,..,<,- ,.�,: �I I -�;.. _<� `, r OF ROCK AREA BACKFILL 57 STONE -{�r `".,., MP FILL INTERIOR VOID ..- _ R PIPE .! - _0 i a 1 , ® sc r,ntt r >,' L �I Y ( ) J' <_-�_ CLA S, GRAVITY SEWE T Wl u -___ ...�. •� .. J-,s p p ,:`, rp -r , r CONCRETE MANHOLE €r. SOLID CLASS'C"CONCRE E N c 9 p® �y ,- - - - v:, I AREAS WITH NON SHRINK --- -- -- Q O -= - G ?,a, ":C> U - - r.HuE I,_• SOLID FILLER BRICKS ONLY Q - a<,, GROUT(TYP) L a O L- Q ❑ ®. D Q CI Q Llr l I l l I' UNDISTURBED SOIL MIN. IN UNSUITABLE SOILS, �P) �� PVC SAND SLEEVE/COUPLING ALLOWED A3 FILLER NO RUBBLE. -: ®n ® 0 II -- } BEARING CAPACITY SECTION VIEW LS-4) OVER EXCAVATION IS . ! �, t� i � � �� �, - 2000 LBISQ FT. -- REQUIRED SEE NOTE B. (SAME SDR AS PIPE) PRECAST CONCRETE MANHOLE --E c�� r fr u Q - . _ ( ) _ CCS Q ©" o ;1 1 - - >/ 4 I ` 8'OR 10'GRAVITY INFLUENT r- ,^,� o .n,, � ® -- - --- - I'' ` FOR PLAN VIEW SEE S-5) '2 C- x s` - €' 1 u SEWER PIPE(SEE NOTE:1) UBBER BOOT W c, a�1 ;,' {J '-,,r �� 0: - - -- Nores: ( °�i - EYOND PVC SAND SLEEVE - _ ' ° FORCE MAINS.MAXIMUM OF 2 INSIDE DROP �_ - ,I _ IS_.--- - j's� x r• r ctiG I ♦ - L EXTEND PIPE 2' f •,. TT B"TYli_ r', R EXISTING MIH CONSTRUCTION ONLY} a `"� .< '.,-, �' f 1 ,I Pim I 1. THIS ASSEMBLY IS FOR 8 OR 10 GRAVITY INFLUENT LINES ONLY.NO DROPS ALLOWED FOR r I O_; INTERIOR WALL B (FO ' "� 'T' '+ (j f -•f ,, ' ._ - -- BOWL$PER MANHOLE.A 5'-0"DIA.MANHOLE(8"THICK WALLS)IS REQUIRED IF TWO INSIDE DROPS ARE CONSTRUCTED WITH ONE OR BOTH _ ` - �/ -;,\ �'��V n 7 „ I ---- - - f F F'; BEING 10"SIZE.DROP BOWL BY RELINER OR APPROVED EQUAL REQUIRED.THE INSIDE DROP FOR AN 8"HIGH-LINE SHALL BE O� , r� CONSTRUCTED SIMILAR TO ABOVE(SEE PLATES 5). �� -DROP BOWL(2 MAX PER M!H SEAL BOWL TO (i j/ ®�_ t WALL W/3M SERIES 5200 MARINE CAULK& r- LEVELING COURSE,FILTER I:,. FF' [ I. FABRIC AND 12'(MIN.} r, - �p -- - `. !.'i- -1 f<; '::::.I.. I:)I I.I ---- - "' _', ,; 2. PRECAST rvINHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M.C•47B WITH 4000 LB. ,`. SECURE W/4(MIN.)318°x 1-1/2'304L S/S O " ' r .E r ,r THICKNESS OF GRANULAR '', ;,.. - t - l'' T 'I CONC.,TYPE II CEMENT.ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON-SHRINK GROUT ND COATED WITH + I _ - B N H W HER _ N S? V C -15 - -. ___ TERPROOFING MATERIAL. SEAL W/COAL TAR MASTIC OR G ® F BITUMINOUS WA ) "' r� ��� BACKFILL(#57 STONE € T s } -_�C 90'ELBOW LONG PREMOLDED PLASTIC JOINT - DIA OF MANHOLE VARIES �, N ��:7'�0 � �� --- - 1--- 3. THE INTERIOR ND EXTERIOR OF MANHOLE AND THE INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS `� y�, fF_^. � 2- ( ) i� ---------- � � �r- �VARIES W/MANHOLE DIA r� � -_-_ SEES 17 FOR DETAILS I -, --__. {�_'-L ., WATERPROOFING MATERIAL. W i.�'� � SEALER2PLACESPERJOINT {.• O y GROOVE TO BE FORMED-- € SP ET I I I F 1 F t i l !L 'd', t' 1'I F ` SOLID CLASS'C' 4 f( NOTES: G(MIN)EX RIOR JOINT TAPE . r` H F -- •E'_ I , - 4. TYPE'B'MANHOLE MUST BE USED FOR 2'OR GREATER INFLUENT PIPE DROPS. - I TE E _:, - - ILL APPLIED OVER PRIMER P �_- WITH AN ACCURAT 8(TYP)_ _ .. .-.- _ 5. THE DROP BOWL ASSEMBLY SHALL BE INSTALLED PRIOR TO APPLICATION OF SPECIALTY LINING MATERIAL. CONCRETE,SOLID FILLER ) BELL RING FORM �- i BRICKS ONLY ALLOWED AS 1. THE ANGLE BETWEEN ALL INFLUENT FLOW -- - J I f •`�-00 FT ' E "r i TI 1: ._ r T I [1: - . FILLER,NO RUBBLE.GRADE CHANNELS AND EFFLUENT PIPE SHALL BE 90'OR ' ,t TI',fl=, 1 EIE f„1Af'1!_IFA.,T_F'EC "" F E.'-`:1 1 1 y H I f , - _ N THREE OR MORE T OR GREATER DROPS ARE INVOLVED OR WHEN INFLUENT PIPES AREA _ By EA "� a + � t h' T,-' I I P.1EfJT. 4L1_ LIF�Ifl'- !+ALE`; =a'Il l_'1`_ .'. III`f FT �tiL' eE rIL_F[i 6. ATYPE D MANHOLESHALLBEUTILIZEDWHE ( ) T01/2"PER FOOT. j "`' GREATER UNLESS APPROVED OTHERWISE J -_f_°' O -.. �___ LARGER THAN 10"IN SIZE. T _ ',IFFI fl fl ��:HF I. � II "-II` =���=C :^IT:. ! �IiFi': ' .,�=,'`�Ff h'i-)f ll! fAAll �I. � � �.. _ 7. ADJUSTABLE CLAMPING BRACKET(MIN.2 PER DROP BOWL ASSY).1-1/2"WIDE,11 GA.W/3/8"DIA 18.6 PINCH BOLTS ND NUTS.SECURE TO F ITF d - t _ -I - :' f.I:-lIIIJI_E_ .f"1C IfI1FFJ'IF !.'F ,1F "•i, 'Il _, _! -''r�'(; .`T" 2.THEMHIGH-EON-CENTELFfROFF- ENTER AS ` ' T "f 1 '_I F F F f - F'I I! ,I F_F N.I_. MIH WALL WITH(2)3/8"X 1"BOLT,NCHOR&WASHER PER BRACKET ASSY.ALL 304 OR 316 STAINLESS SEEL MATERIALS. PLAN VIEW S-5 THE MANHOLE. CENTER OR OFF-CENTER As m -------� SHOWN ABOVE. #4 8"O.C.E.W. 8. ALL MIH JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6"WIDE(MIN)EXTERIOR JOINT TAPE(W/PRIMER).TAPE ON THE CONE (FOR SECTION VIEW SEE S-4) -POURED IN PLACE AD LB P.S.I.CONCRETE PAD 7, !I ,PE! ,%I-;' 1� i:, I �'1_ :�.;.._EF _`�1 II ,.E �:..!If'1-,':.i.:f r� 1-•.P:II �.! 1-I 1�. _ ;r,r,T F'F-'F:' .FII..,_- � SECTIONI$OPTIONAL. __.-_._. - I _ I I^. F L,r�'�!_E- 11. ;. -r t.,1. F_ �F. N 9. IN SILTS,CLAY OR HIGHLY ORGANIC SOILS(FINE-GRAINED SOILS INCLUDING SOIL GROUPS Ml,CL,OL,MH,CH,OH ND PT)THE SOILS ' ACED TO 98% TM ND SHALL BE SPECIFICALLY APPROI ED BY JEA PRIOR TO CONSTRUCTION I :I III _r -`:I'' - _- - - - __.,,_ .. , .__ % 1 ,:... - - D1557 OR OVER--EXCAVA EDANADDDITIONAL124°ATAMIN.)DDBACKFFLLWIITHGRNULARBACKFILML(57STONE). , i s,,. - .ti._.. F_ - -. etI H, ,I =i-' F' LI`lEf�.'_ ) T„_ F ,, - �!v - 41 J LI I'J FT I r P I I,' III Lt IFI f__I I F r'-E .,_ _i_L 'r� '� THE USE OF THE POURED IN PLACE MANHOLE BOTTOM SHALL BE MI MANHOLE BOTTOM �,! ',', f t ,. F'���I-!r 1 `GJ THL�,_T.I IF �Er_�TI!)l1F IT I IIF�,LLL I1C,I.'�II �� '�'• ,' �- i r,ll SANITARY SEWER TYPE "B" MANHOLE MAN-HOLE PIPE CONNECTION DETAIL - / ," I - ' - SEPTEMBER 2011 PLATE S-15 _ I I ( I l PLATES S-4,S-5 _ - - -- -- ___ SEPTEMBER 2011 W w w V♦ V♦ c -MANHOLE FRAME&COVER .� TOP OF PAVEMENT Z x^x (SEE NOTE#3) AVG.GRADE SURFACE �¢ � W _ 0 --GRADE � }/ Z �_. . ,-,-- -- �---- _ ?m - ADJUSTMENT 1 _ L-- _. RINGS(NP) W , --.._._r -. VARIES' ,T_:: 1 -- ` - - -_ -/ FLAT TOP SECTION L W --FOR EXISTING PIPE 1_, _- __ - - __-_ (8"THK MIN) A` W ; EXCEEDING T-V DEPTH I W `}w`!+' d 1 EXISTING CONFLICT PIPE :-- - i •', -- -- C V Y - - - - - - ---- ---- VALVE SUPPORT - - ----------- - BRACKET I, - -AIR VALVE ASSEMBLY SEWER MAIN PIPE MINIMUM VERTICAL Q (SEE NOTE#4) WBACKWASH FEATURES _ .. - - - ---A-- --- -- __ -- " i �- -, SEPARATION(INCHES) ~ -- SAND CUSHION 3'MIN. "" . - ( ) _ ( ) OTHER PIPING TYPE GRAVITY FM W -- -.- __ -- -_---- I- 8°PVC SEWER SERVICE NOTE#3 w -_-- -_- __- -_-. - -- 4'DIA OR 4 SQUARE MANN MIN N ERI OR LINER DOG`OUSEDMANHOL D SIGN Z LATERAL PIPE(MIN)SLOPE R F . j ,• WITH 12'SEPARATION MANHOLE TO PIPE)MAY r-----SEE NOTES ON DETAIL S-27: tI8'PER FOOTNOTE#2) , , _-- j O I BE UTILIZED(SEE NOTE#2) (1,4,5,&6) 1. WATER MAIN(NOTE#1) 612 12 Z O I: G- ���,I I ADAPTER(F REQ.�) 'I, I 2. RECLAIMED WATER MAIN 12 72 Q T W ` O - ,. SEWER LATERAL MARKER REQUIRED- -EXIST.YARD PIPING CONNECTION 5", FOR NEW DEVELOPMENT AREA TO BE DETERMINED IN FIELD - SEWER SERVICE LATERAL ER V��ENGINEER INTFIEMDINED - 6"PVC BEND > 1 __- - I O IF NO CURB SCRIBE LETTER 4 REQUIRED FOR NEW DEVEL PMENT i .. (SEE NOTE#1) � AREAS(SEE NOTE#1) a 8"MIN GRAVEL' ---OTHER UTILITY PIPE F H . "S"IN FRONT OF SIDEWALK CURB&GUTTER NOTES: °D Z - - W �eoC SIDEWALK �7 PAINT GREEN ! .12""_Ll W 1 r --- -- - ( ) IDTH OF RIGHT-OF-WAY VARIES' pti -1 -_ �, - -8� - -- _ . - -�, 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. ( � T,,� -� lL j n -SLOPE DOWN TO MAIN 0 -- e r - _=r_,` (1/B"PER 1'MIN) PLA U O I ENGRAVE IN CURB THE LETTER AVG.GROUND SURFACE `'"`1 ` - y , -- , _ y ^' _moo z "S"AT SEWER HOUSE SERVICE r °D! CTRIC"SEWER"M KER �i ,: < S �` v o( E NOTE#1) LOCATION(PAINT GREEN) 2. FLATTER SLOPE MUST BE PRE-APPROVED BY JEA O&M MANAGER(ONLY)PRIOR TO CONSTRUCTION '' '' 1 - - -- JOIN TO EXIST.CONN.IN FRONT OF -- _ - - NOTES: Z ' SIDEWALK,DRIVEWAY OR P/L " TOP OF PAVEMENT I 1 THE HORIZONTAL SEPARAT - 3. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98%OF THE MAXIMUM - ION BETWEEN OTHER UTILITY MAINS NOT NOTED ABOVE SHALL BE 2 FEET MINIMUM. fY T --- ��� } 1 _r _ _ 1 ! DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D 1557. � T4 CURB- f HIGH&1/4"DEEP IN CURB(PAINT GREEN) I - ) -I 1 2. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES(HORIZONTAL CLEARANCE)OF THE MAIN SHALL BE PROHIBITED. Q�7 w SCRIBE THE LETTER'S'MIN.OF 2' Z� 1 � � I YFM N SEE NOTES#1&U#8 ED'- 318 SS PIPE--• � `� ,-. II ~0 ♦ S HOUSE LATERAL SEE NOTES#2 8#4 I ' CONNECTIONDTO BEG OCATED HOUSE LATERAL UNDER CONFLICT PIPE - FOR OFF-SET PIPING LARGER THAN 2 INCH -- AND FITTINGS I � 0? 4 _ __1 - ( ) N WIDTH OF TRENCH 11 PLATES 24 MINIMUM HORIZONTAL SEPARATION REQUIREMENTS (n I I__t SIZE,PROVIDE A GATE VALVE INSTALLED r r L_, PRIOR TO INSTALLING TEE SEPTEMBER 20 _ _----_-_----------- - ---_..__----__ _-_-.-- - --- ✓ 6"BEND SHORT RADIUS ( BRANCH).PROVIDE FLEXIBLE ( VERTICALLY(WB&C)NEAR MAIN(SEE NOTE#8) -t 0 w NOTE#3)' w- - i, I -- � ADAPTER COUPLING(FERNCO -- (T� ) I _$ _ 6 OR EQUAL). Q _ - - --- -- -• - rn0! MANHOLE JOINT A" I "B 'C "D STANDARD TEE-WYE FITTING P I ` 2'SS BALL VALVE - - - --- -- w (SEE NOTE#8) - '- ° LE 53.043 52.543 51.500 : 52.000 1 F - -B"BEND _- -1 SEPARATIQ CHE __ _- H I w !I SEWER MAIN PIPE MINIMUM VERTICAL U INSIDE WALL 7 JOINT ANG - - _-- w GRAVITY OF SEWER AND STREET lAY IN UNDISTURBED SOIL r �__-- ____- - - ---- N(IN S) - - - 6"PIPE w' LAY IN COMPACTED I- SEWER UNLESS SHOWN OTHERWISE MIN.SLOPE O SOIL SEWER FORCE MAIN - ► 'ti - 48"I.D.' -_ 5., I a 1/8"PER FOOT O w, r -' -- - - - ON PLANS IL z a to OTHER PIPING TYPE GRAVITY FM O I I - , ,-- -'_[- -- STANDARD TEE-WYE FITTING TOP OF PAVEMENT AVG.GRADE SURFACE- WATER MAIN PREMOLDED PLASTIC JOINT- --PREPRIMED JOINT - 0w. pNTOPWITHJOINT -- - _._ - - V Z �' SURFACES - - -I- -* rFL�W_ PROVIDE B PLUG rL� 30°MIN..60°MAXJ - NOTES: CENTERED O1J SEALER WITH PROTECTIVE ! __-_ _- __ -�__------ „--, _-_ --- -t _ T D OUTSIDE OF THE ROADWAY PAVEMENT AREA(LE.LOCATED IN NON TRAFFIC AREAS).IF -_ ( 1 I R OTHER UTI Q WRAPPER TO COVER (' j - -- --.B� -- - OUTSIDE WALL '} 7 1_ OR CONNECTION TO �m: 1. ALL BE LOCA E INCH AND L EE NOTES ON DETAIL S-27: 1. WATER MAIN(NOTE#1) 612 12 � THE AIR ASSEMBLY MANHOLE SH E I" :f ry I r L_• V M^ - ' YARD PIPING � ' �,% I I- - OFF-SET PIPING IS REQUIRED,THE PIPING SHALL BE 2 INCH MINIMUM,(SAME SIZE AS AIR VALVE INLET).FOR PIPE SIZES 3 .-._ (1,4,5,86) L RTO TOP AND OUTSIDE WALL ; "C' -._I O w V " T SMALLER:PIPING SHALL BE 316 STAINLESS STEEL SCH.40,STD GRADE,THREADED.FOR PIPE SIZES 4 INCH AND LARGER: 2. RECLAIMED WATER MAIN 12 12 ENTIRE JOINT AREA(APPLY I ____ -- - RAD=1/8" O F w v,I I , FOR PLAN VIEW SEE 5-19 -- VARIES' JOINT SEA E �. I-O w 1 BOTTOM SURFACES, w= - VARIABLE TO BE DETERMINED -! REMOVE WRAPPER DURING __,; ,-;__ i (T�'P) O O + BY ENGINEER IN FIELD FOR EXIST.PIPE PIPING SHALL BE 318 STAINLESS STEEL SCH.10(MIN),WELDED OR PVC DR-18 PIPE ND FITTINGS RESTRAINED. t ASSEMBLY - INSID�WALL i Lq F y FOR SECTION VIEW SEE S-20 t - I, EXCEEDING Y-0"DEPTH 2.THE CONCRETE MANHOLE SHALL INCLUDE A POLYURETHANE SPECIALTY LINER(PER SPEC SECTION US TO BE INSTALLED ON THE T l ¢ - NOTES: - BE PROVIDED ON THE OUTSIDE SURFACES OF THE MANHOLE. L -- --- -- w�+$ - 6"PVC BEND INTERIOR SURFACES INCLUDING THE RISER SECTION TOP AND THE ADJUSTMENT RINGS.A BITUMINOUS WATERPROOFING MATERIAL SHALL :_ y l JOINT_ ASS_EMBLY DETAIL I_ -. ___- ° "' �- , w o -- A >_�w __ i I ' - OTHER UTILITY PIPE O - - _------- -- -,,. J w N 1. FOR SEPTIC TANK PHASE-OUT PR ECT F RENEW O CONCRETE CURB E WHERE THEE SEWER LATERARL ISNOT NI USEQAIRED FOR -'- - t ! - ___J I : I T--T ALL LATERALS WHICH ARE'NOT"I USE'. O --` - 3. FRAME ND COVER SHALL BE JEA STANDARD.THE COVER SHALL HAVE NO GASKET TO ALLOW AIR TO EXIT VAULT(REMOVE GAS10 T IF NECESSARY FROM THE UNDER SIDE OF STANDARD JEA COVER).THE COVER(WHEN FLIPPED OPEN)MUST CLEAR THE AIR VALVE ASSEMBLY ' 4 i I _--ELECTRONIC"SEWER" LNDSCAPE TIMBER OR 3x3 MIN.P T.POST(TOP PAINED GREEN)OR AN ELECTRONIC'SEWER"MARKER SHALL BE INSTALLED TO --8"PVC SEWER ERV►CE AT ALL TIMES OR A SQUARE TOP WITH ALUMINUM DOOR SHALL BE PROVIDED(NON-TRAFFIC LOCATIONS ONLY). SECTION VIEW F' MARKER(SEE NOTE#1) MARK THE LOCATION OF THE 6"P G. %% �` LATERAL MIN SLOPE t/8' OUTSIDE WALL JOINT CONSTRUCTION DETAIL PIL I - - _ I.)v.. -FLEXIBLE ADAPTER INSIDE WALL i 2 T ENGTH BETWEEN SEWER MAINE R MANHOLE TO CUSTOMERS PROPERTYIMINE'ENGTH OF A HOUSE LATERAL SHALL BE 60 FEET PER FOOT(NOTE#2) 4. A VALVE SUPPORT BRACKET IS ONLY REQUIRED FOR ASSEMBLIES WHICH INCLUDE OFFSET PIPING.THE BRACKET SHALL BE L - I -EXTERIOR JOINT SEALANT NOTES: � COUPLING(FERNCO OR EQUAL) (L FABRICATED FROM ALL 316 STAINLESS STEEL MATERIALS AND INCLUDE 8'x B'x�'THICK END PLATES(CONTOURED TO MATCH ATTACHING - i' MEMBRANE(6°MIN) `--' % ,_ - -SAND CUSHION 3"MIN. 3. SEE MEASUREMENT AND PAYMEN SECTION FOR MAXIMUM PAYMENT WIDTHS. I (NOTE#3) SURFACES),3'ANGLE IRON FOR SUPPORT ARM AND TWO U-BOLTS 41'DIA TO ATTACH AROUND AIR VALVE.SECURE TO CONCRETE NOTES ON JOINT 1. FOR SEPTIC TANK PHASE-OUT PROJECTS WHERE NO CONCRETE CURB EXIST,N ELECTRONIC'SEWER'MARKER IS MANHOLE WITH FOUR Y�"DIA X 2'LONG S/S ANCHOR(MIN).MODIFY THE ABOVE AS REQUIRED TO FIT SPECIFIC AIR VALVE ND TO ASSURE A CENTERED 1. IF THE SEWER MAIN IS ABOVE THE WATER MAIN THEN A 12'MINIMUM VERTICAL SEPARATION IS REQUIRED. EXCESS JOINT SEALER REQUIRED FOR ALL LAERALS WHICH ARE"NOT"IN USE'.FOR NEW DEVELOPMENT AREAS WHERE THE SEWER LATERAL IS 4. ALL GRAVITY SEWER MAINS AND SOCIATED SEWER LATERAL PIPE ND FITTINGS(INCLUDING THE EE-WYE FITTING)WITH A EXISTING CONFLICT PIPE SOLID SUPPORT BRACKET. SHALL BE TRIMMED I "NOT IN USE',A LANDSCAPE TIMBER OR 3x3 MIN.P.T.POST(TOP PAINTED GREEN)SHALL BE INSTALLED TO MARK THE H T INSIDE - --ALL LIFTING HOLES(INSERTS) LOCATION OF THE 8'PLUG. "DEPTH OF CUT EQUAL OR GREA ER THAN 12 FEET,SHALL BE PVC SDR-26. 2. THE VERTICAL SEPARATION BETWEEN OTHER UTILITY MAINS NOT NOTED ABOVE SHALL BE 6 INCHES MINIMUM. FLUS O �.�'�:.,, 5. FOR PIPE SIZES 3 INCH ANO SMALLER,PROVIDE A STAINLESS STEEL BALL VALVE(2"MIN).FOR PIPE SIZES 4 INCH AND LARGER, PROVIDE A SURFACE �l, ---_ SHALL BE FILLED WITH 5. UNLESS APPROVED OTHERWISE A JEA O&M MANAGER,NO GRAVITY SEWER MAIN WITH SEWER SERVICE LATERALS SHALL BE NOTES' FLANGE GATE VALVE(WHEEL OPERATOR)OR PLUG VALVE.(LEVER ARM OPERATOR)SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. NON-SHRINK GROUT AND 2. THE MINIMUM SIZE OF ALL HOUSE LATERALS SHALL BE 6 INCHES.THE MAXIMUM LENGTH OF A HOUSE LATERAL SHALL BE CONSTRUCTED WITH A"DEPTH 0 CUT"GREATER THAN 12 FEET. IN OR MANHOLE TO CUSTOMERS PROPERTY LINE). COATED WITH BITUMINOUS so FEET LENGTH BETWEEN SEWER MA 1. ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES. 8. FORA 2'AIR VALVE,PROVIDE 2'STAINLESS STEEL BALL VALVE AT THE MAIN.FOR AIR VALVES LARGER THAN 2'SIZE,PROVIDE A TAPPING MINIMUM VERTICALL SEP____- - -- REQUIRE '�_ -._ _- 6. SEWER SERVICE LATERALS A33 IATED WITH GRAVITY SEWER MAINS WHICH ARE DEEPER THAN 12 FEET,MUST BE ROUTED TO A .; WATERPROOFING MATERIAL 3. NO SEWER SERVICE CONNECTIONS PERMITTED ON GRAVITY SEWER PIPE WHICH ARE 18"ND LARGER. GRAVITY SEWER HIGH-LINE,A HOLE OR OTHER JEA APPROVED METHOD. SLEEVE OR DUCTILE IRON TEE FITTING.ALSO,FOR OFF-SET PIPING LARGER THAN 2 INCH SIZE,PROVIDE A GATE VALVE(INSTALLED _ 2.FLATTER SLOPES MUST BE PRE-APPROVED BY JEA 08M MANAGER(ONLY)PRIOR TO CONSTRUCTION. VERTICALLY NEAR MAIN).SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. � COMPLETED JOINT DETAIL 4. ALL GRAVITY SEWER MAINS AND ASSOCIATED SEWER LATERAL PIPE ND FITTINGS(INCLUDING THE TEE-WYE FITTING) - _- _ _ 7. THE SEWER SERVICE LATERALS L BE CONSTRUCTED AT A DEPTH TO ALLOW A GRAVITY CONNECTION BY THE CUSTOMER, - WITH A"DEPTH OF CUT'EQUAL OR GREATER THAN 12 FEET,SHALL BE PVC SDR-26. WHERE POSSIBLE(CONTINGENT PON MEETING THE cusT'oMER's oN-SITE CONDITIONS ND LOCAL coNSTRucT10N sTANDAROs). 3.THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% F TH Q A LATERAL REQUIRING MORE THA 60'OF COVER MUST BE APPROVED,PRIOR TO CONSTRUCTION,BY JEA. MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D t 557. AI R VALV E ASSEMBLY INSIDE MANHOLE C PRECAST SEWER MANHOLE JOINT DETAIL HOUSE LATERAL - PLAN VIEW HO SE LATERAL - SECTION VIEW HOUSE LATERAL OVER CONFLICT PIPE JANUARY 2013 PLATES-29 SEPARATION REQUIREMENTS FOR SEWER MAINS o SEPTEMBER 2011 PLATE S-17 SEPTEMBER 2011 PLATE S-19 SEPTEMBER 2011 PLATE S-20 SEPTEMBER 2011 PLATE S-23 SEPTEMBER 2011 PLATE S-26 w- Q1 �' C /� G .� t%! m N ~ M 3 IN Q� N .� ` O M 40 v 1 - rI,! = W. mwpl "0.4 ..! -- -- -__------ ------ --- _ -- - - --- - - - - t : t o - y - I r I I , 4� 1 I N- �C , O PI11-�r f _ T-: F fI: I f�F ,vIE I F IE_,_ I � r 1 V T!I I A r, ,nr r_ ;.-� .- P•' f I E f 11. I, - -1 - - L E: 1 F----- --------._.- --- ----- --�� .-j--- --� - ---+--- _-- ----- - III FEl ID T'I �L_'`I fi F _. t _ fi - � tG C i PI F - 1 _.F EI�LT TE F AF 1T !, I ,�,II�- - m "I IE FrI I I �IL!TN EH tC L, I C !, - ---- -- -- --- - - � a ! >I�, !I I ! � I -- LE- -_ U 'TEt NF l �- J� - _ - ' O - - _.. _ -- - , -- ----- - �1-- . . - --- T! - - IT �I �; -� I_ --- - - - - --- - - -_ _ - - ': C !I I I E _ - -- rH T �,IL r !T TI ---- ---__ I __ NOTE. 1, fiiE /?P .I • P:'I _i EC` O� --- I - - - - - ----- �_I - - ;F r"':UDITIi!FJ; F:_iE,El, r,-^I_L f'E r! D 1A V �i ' I -- I* ANGLE BETWEEN INFLUENT FORCE ♦- I �/� - 1 r G T[ V,r IF F li ) MAIN AND GRAVITY EFFLUENT PIPE l N'=I, 1 -f' _ H C F fJ-1 f E EP ' �, 1 I,_F-__ __ F SHALL BE BETWEEN 135'-180°UNLESS 4 ` _ APPROVED OTHERWISE BY JEA -_::- I FORCE MAI ( FLUENT) F;I F' 1 I E 11/ f F' F-L -`F F -t:= T !- _ " � _;_� r F,I NI{PE C I 1 IL I E_Ft N IN f , d .. �. ' �J -FORM CONCRETE CHANNELS - - - v �- T ( ",� TO FORM EASY FLOW CURVES d / _ ! III i ,E � -, s I ! _ ��E �.': I LI -. --- - -_ � l �` , -- - - - - - _ v - - - - -- - �W- - - 1--- Flow - - - -- - t - I , - r -_ -- - L A . �- I , , _ . u`' , - - -- _ RAVITY INFLUENT GRAVITY EFFLUENT-' •a - - _, . G y - e=� ir WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS-_NOTES - PLA 1 IT IS REQUIRED THAT'WATER MAINS"BE INSTALLED,CLEANED,DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL SURVEY PERFORMED IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS,CHAPTER 82-555,FA.C.ND LATEST GATE VALVE(4"MIN JEA WATER AND SEWER STANDARDS.FOR THE PURPOSE OF THIS SECTION,THE PHRASE WATER MAINS'SHALL MEN MAINS, MANHOLE FRAME 8 COVER REQUIRED PRIOR TO DROP INCLUDING TREATMENT PLANT PROCESS PIPING,CONVEYING EITHER RAW,PARTIALLY TREATED,OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS;AND SERVICE LINES THAT HAVE AN INSIDE DIAMEER OF THREE(3)INCHES OR GREATER.IN ADDITION, FINISHED GRADE GROUT THE PHRASE"RECLAIMED WATER"REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 82-870,F.A.C. - - - 2. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTDE OF AT LEAST THREE j - -. P 1/L _ _ �- , 3 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, f I 4 --_. _._ _ �( I ( - + I - F () tl 1 PIM STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER. 1 - :. - - - L I L T SIX 6 I,_. _ ..- _ - _ _ - - - , j �I � �r f I E Scale 3. NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAS () _ �� r Y TEN 10 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR ! � �i -I I I, �F! L- - __ Man 9 FEET,ND PREFERABL ( ) - _ __-. _ i I, n M P -I I;.. .� .� 1 �F T ! t_'-: ',,. 1 II Project a e ITY PRESSURE-TYPE SANITARY SEWER,WASTEWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED PROPOSED GRAY OR 1 'I I ! WATER.THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS ND GRAVITY TYPE SAN ITARY SEWERS t MAY BE REDUCED TO THREE(3)FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX(6)INCHES ABOVE THE TOP OFTHE SEWER(SPECLAL CASE). {:,. r> _._-- __---- -__ __ I - -- - 4. NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING NY EXISTING OR PROPOSED GRAVITY OR VACUUM-TYPE I -t - OFTHE WATER MAIN IS AT LEAST SIX 8 INCHES,AND , }-- SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE () j DeS)gner . - � FLOW PREFERABLE TWELVE(12)INCHES,ABOVE OR AT LEAST TWELVE(12)INCHES BELOW THE OUTSIDE OF THE OTHER PII ELINE. - _ - ,7 PROVIDE NEW- - ! - -- - -_ - I PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. '-- -- :. - INTERIOR SPECIALTY LINER(PROTECTIVE _ _ -1- Drawn bY: HOWEVER,ITS : F _- _ �', I 'u� - _ . ZL, r L[' COATING)AS I I .. 5. NEW OR RELOCATED,UNDERGROUND WAER MAINS CROSSING NY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY f '. : -- _ I I SPECIFIED IN % � Certificate of Auth: 7298 WATER HALL BE LAID SO THE ----__.__..----._♦ -..__.__ -.__.. _ -. _..._.. _-- --- �:IE i,"v4E_I _- -. .. _...._.... :.:. , �`:- 1,1 SECTION 446 -_I_ .,-_._ "I _ .. ..- _..------ SEWER,WASTEWATER OR STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED S - __ ____ _ __ _ __ VE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. _ : i _, - TTWELVE 12 INCHES ABO _ _ -�- � �_ �_ I - 'II -45'BEND(TYP) r f- � OUTSIDE OF THE WATER MAIN IS A LEAS ( } _. __ i HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. - ; - _ -PVC PIP ( MI ) ___ I - _-_____--__.__._._____I_-__I- '- 7 I --___.... _ L E 4 N H r C. E TILITY CROSSINGS DESCRIBED IN NOES 4 AND 5 ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENERED - 6. AT THEU E:f -.. f.I!TI- _ _. - _ " % -. I �II_F I.,. I _ - ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MA INJOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. T I i L' E W - -` INGS THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE F^,F.I 14 :_;= F' !' T RNATIVELY A7$UCH CROSS -- - I _____ _ I� '�)F r-l IT =tT L -- _ F: I - AL E ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS,STORM SEWERS,STORMWATER FORCE MAINS,OR PIPELINES : 't _�'F.'( ! T (3)FEET FROM _ _._ _... __�•, CONVEYING RECLAIMED WATER,AND AT LEAST SIX(8)FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SNITARY I ':l l'. F _ . IMED WATER. +- - -- - - _-- - - { I - - SEWERS,WASTEWATER FORCE MAINS,OR PIPELINE CONVEYING RECLA ` _ - - - - -- - - t I - F LI I, --- -- --- - - - I- F --- - _ AT LEAST THREE 3 FEET FROM NY L - - _ - - LOCATED SO THAT THE HYDRANTS ARE O ---- -__ - - - - -- - - - -- - - - -, --_- L -- �,�,uttNatttnttn18111� I •• ��.�'�lI - 4"FL.CONTROL VALVE BY GOLF COURSE CITY OF ATLANTIC Y GOLF COURSE _ - R (SEE SPECS) BEACH I r,.� ••• • 7 6"FL.SPOOL, 6"FL.GV W/ 6"x4"FL. --- 1 3 Q' •E(/ It 1'-6" 12"LONG AN HEEL REDUCER a •► ; �I , 0 (TYP.OF 2) I P (TYP.OF 2} , - Z •• d. e N ..� 6"FL X PE DI,LEN H ! I --- - . -'- �' i 0i REQD(TYP OF 2) 4"FL.45 ELL,(TYP.2) I, . ,.: �r ELECTRICAL PANEL I IO R a 4'-0" (SEE ELEC.) 12"DIA.SDR35 X112"Imo- 4'-0" 4"M]45 ELL %�, 0 9 PVC STILLING WELL W/RE NERS,(TYP.2) - •••• ••• a 9„ (BY GOLF COURSE) 18., 1 p ;N , ••. •. ,.� 30 MI yy I i u a. F -I �a/ 7` �����, ;T i - F _ 9 - i -, - -� - - - _ - a tett utt uttt tt►t c 0 7-6 T IF 11 I , I I �, PIPE SUPPORT t PLAN (TYP.OF 2) „ -- • f I -- I - SECTION 12 DIA.SDR357I II I _ - I C PVC STILLING WELL �' ��i -11 � - ' _ o I I -',i -- - _ . - �(REUSE _ - a t � IL I, - U -_ = , - ---� _- --= - 1._ -- SECTION (n �: �r - � - �� � VIE TOP FIN.GRADE(BY G.C.) + - - c SET TOP OF SLAB I1 ----1 - -i-- - --- - E Z c 3"ABOVE FIN.GRADE U _ I U - I ,,:-- I ,r�u,HT �F f0 i _. �. 0_ C _r.� f F �I _ w o O - , - -, - - ;z c Ti E 1 tL c cv 2CL I � - - > N.T.S. - � - - - -� - - _ n U) _ , ,i o , I C'IP. _.I H?_F` U) �___ N OFFSITE CONTROL VALVE __ 11 jr, -- - F L L E I---1 - N __ '' - T- NL G _ -- ----- --- --- --I�-- - Q 1=l _' Q SN 11 I F III _ :-, Ff:� TI _L EF._ r h f IFT1 F I - I F ... - F - F F.I .P.-1FL PiT F-=1 t - - _'_ ,� ---1-_ - __ -- - O--- _---- -- W BOTTOM SECTION VIEW � r ri11' �, �, r� -' - - F CF -'F f E _ r �T -I I_ . - r F . ;: _ i f - D-' FII, HEAVY-DUTY RATING TF �, , �.. - -- T ., -�'. '--�. f-1 1I,Ii 1_�I L_P T�. III_'- I'• , _.I III'�If:l I-,_,_I" �L , PL,I[]�' :- SII -:G -.; _f �F-i-T,i__.,.., i�F_ T_1C -,I:.:, ._,..1 i- ,I :F O W I F T f F N .2 i i 1.H[ ".� P-. !;. .,FI,r , . __ r "1r [ I O __ _ _ _ _. JI_= F . FIE'-T -'-1. E 1 1 t- E�Y��`���' EL.L IN�TAL.L NES�"TEE IN E��CIST.�"� � �� F �� - � I_E� '��r�l F IFF H�I � .�� I � � 7_ �o - r - 'I I I HL n � _ l ,:P ' PTCI F FTF HlRECLAIMEQ OAIATER INE11 i rI " F ''I X111 `a:' 1 qPM( Fes' I I•" iI Il r -, r "_ = Fl_ NEW 4'X4* METER BOX�fls`{L1� (TRAFFIC F ' TH- ' ,` NES "TEE T `P'2 RATED) PER SBA STUB(V�f- THROUGH =F L r -T;,I," 1. - 1. - FF F F C, , , F F . A DETER PROVIDED BY CITY OF ATLANTIC ' - BEAI xl,' IL �: � L :.:: __.._ _ __ _ _ . REUSE VALVE BOX L L� I I .L . L L I ,.. : a) I .. I .I.., . I . �. ,. ... . I,INES'6"OV (BOX&COVER(T`�P 4) . .�. I L I�I : L L L' L ;,:,;;� . I Cn cn __ .� NE5° ESL -� w ,,,R NEW 8"PLUG -�--+ .` _ L. Cu : uJ -- _ »: ^� U 'N. 1. : [ t- W : II t I L, . ;;: '1,'�. I I 1 �_ T F L w ' I - - - ' 1. NES "X "TES T _ w U l H , I I . 11- �< - --- NOTES: - - - - - _ _ _ _ (� .:.. . � _ ---.--- ----I ••- LL, I t. COORDINATE ALL WORK WITH GOLF COURSE - _ ---- - - - - - - - - - ----- _ - Q . 3:CONTRACTOR, -_--__ - ---_ - _ -- -- --- - ---- ------ _ �/ ' 2.COORDfNATE METER INSTALLATION Wf CITY OF ". ,.,j --- -- - --- ---� - _ w -. L. tTt ANTlL:t3Ei1CN PUBLIC UTILITIES IES DEPT. -- ---- --- - - - - - --- - - - . - - - -- _- -- . .:. I � - - 1i Ii l - _I ,; r . -. __ - _.._ -_ -__- ---- - - -_ -- --- - - - . - - .. - -- -- - Z - - --- - - Q II I I -- - --J . ----- I : . I ONI �?rpl( -I 't , z _.... _ _. ._ _ _ .. _ _ __ _ �I_ I-I I 1 � - ��� T _...... ...._...... ........ - _ _ ......... .:: _ ..._....._ . _ _ _ _ __ H - I f� t y' � T T - , � + . Ii r�_! I _ _ I Z I i W I m ......... ... .. � : I ' - _ - - o - I , - ,,CoIllls Engineering - - ` _ _ r�1����7� t „-I I tilI ". ,.� ;;, �.: �� FIG. +� g� /� FACILITIES ^^�# �v ASSq+GIe#eS.LLC .; ;: -- - -- --_ - -. -_ -- - _____------.---------- 9,I;: �' ,t H I _ I - . _ II Z FIS. 3-ADDENDUM #2-RECLAIMED VStATL.r#LTaMA �: 1£�3Sn,iAsel3;v�t: � `.. - r. _ _ _I TIE-IN TO EXIST. RECLAIMED WATER LINE .. .... .. -.. I 11� ..-_..-.. - .-._..... ...-.. ......- ..... .... ..--_.... .. ....... ... _..:: _ - - _.. ---- - - - - -� - -- I �I L. ... �E � - . ­ __- -.1 __ ___ -___ __ __-,- C.) (J F.. - - __ W I -J _ Q - r"r I I_ -- - -- ------ _-_ r- I F I 11 . --- _- - -_ , -- - - - - ---- - - I -r- I I- O, iI TI JI-I,1 �� _ t0 - 1 Nt-1 • i Z I-il �,=11 I' _ �_ '�f^,^ SIT {Ifi ­_1 - - ° �� _ I �1� --1-I, I1. ;- - I ���- -- - I-� -- !I _')LI : I � I � �I : r-14 ;� F - - T - i- .1 1 - _ I- - O F � �- - +-a CJ XISTING TIEEXISTING TIE-IN RECLAIM PER J. COLLINS ENGINEERING CASE X TEMPORARY REPAIRS(NON-FDOT ROW ONLY 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES 23. EXIST( G ASPHALT SHALL BE SAW-CUT IN STRAIGHT LINES FOR ALL TRENCHES. ANY DAMAGE TO CITY STREET V DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE PAVE ENT,CURB SIDEWALK,OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED S THE C ONE-CALL SERVICE(800-432-4770)48 HOURS IN ADVANCE OF WORK. DIREC OR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORDDINATED WITH THE PUBLIC WORKS INSPECTOR (A)NO WATER MAIN SHALL PASS THROUGH,OR COME INTO CONTACT WITH,ANY PART OF A IIIIIIIIIIIIIIII C4 2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE SANITARY SEWER MANHOLE. 24. THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHERit CONDITIONS. PIPES R OBSTRUCTIONS AS REQUIRED: O (B)WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME INTO CONTACT � ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH WITH,ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY 25. ALL E ISTING UTILITIES HAVE BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE INFORMATION. THE *1 = C 3. CONTRACTOR SHALL ARRA FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT(II.E. WHERE THERE IS A AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB. CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OWNE SHALL NOT BE HELD RESPONSIBLE FOR L CCU ELD R SP OMISSIONS IN THE LOCATIONS UT GRADE OF � � to w OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY FACIAL( IES OF THIS TYPE,THE CONTRACTOR SHALL BE VAN RESPONSIBLE FOR LOCATION R ALL UTILITIES IN SENSIBLE A SPECIFIC PERMIT MUST BE OBTAINED FROM DEP PRIOR TO CONSTRUCTION OF ANY CONS RUCTION AREA. LOCATION SHALL BE MADE IN AuVANCE OF CONSTRUCTION IN ORDER THAT CONFLICTSIII 3 4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS ) MAY B RESOLVED. "C to UNLESS SHOWN OTHERWISE. THE CITY OF ATLANTIC BEACH REFERENCES JEA SPECIFICATIONS WITH EXCEPTION. cc EXCEPTIONS AS SHOWN ON THE PLANS,OR IN THENOTES. N (4)SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS WASTEWATER OR 26. ALL PI ING ARRANGEMENTS AND LOCATIONS,AND LOCATIONS OF PIPING NOT SHOWN,SHALL BE PROPERLY w M d! v STORMWATER FORCE MAINS,RECLAIMED WATER PIPELINES,AND ON-SITE SEWAGE TREATMENT AND DISPOSAL REFE ENCED AND RECORDED ON THE RECORD"AS-BUILT"DRAWINGS. �.. 5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT in CI 'r `, t PUBLIC WORKS DEPARTMENT(247-5834). TWO DAYS NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER STORMWATER !2 C .L CONNECTED TO THE EXISTING UTILITY SYSTEM. FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF G�HAPTER 62-610, 27. SPECIAL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND GUTTER TO EDGE OF ASPHALT C 0 ,,- 3 F.A.C.;AT LEAST THREE FEET AND PREFERABLY TEN FEET,FROM ANY EXISTING OR PROPOSED VACUUM PAVEMENT. REPLACE MIAMI CURB AND GUTTER IN KIND. GRADE TO DRAIN. ` LL C TYPE SANITARY SEWER;AT LEAST SIX FEET,AND PREFERABLY TEN FEET FROM ANY EXISTING OR PROPOSED O v m i 6.ALL WATER MAINS SHALL HAVE A MINIMUM OF 30"COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36" GRAVITY OR PRESSURE TYPE SANITARY SEWER,WASTEWATER FORCE AItAIN,OR PIPELINE CONVEYING RECLAIMED 28• ALL N W SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE C MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.;AND AT LEAST TEN FEET FROM ttt>• g �> C BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED. ANY EXISTING OR PROPOSED"ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM"AS DEFINED IN SECTION INSTA LED AT EXISTING MANHOLE INVERT ELEVATIONS,AND WITH UNIFORM SLOPE OR GRADE BETWEEN 381.0065(2),F.S.,AND RULE 64E-6.002,F.A.C. ANY EXCEPTIONS REQUIRE PRIOR APPROVAL OF DEP AND INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGINEER. PREPARE CUT SHEETS N C M cc 7.HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.314 (F.A.C.)LOCATION OF THE CITY OF ATLANTIC BEACH. WITH I VERTS AND CALCULATED GRADE PER SPECS. _ i z . PUBLIC WATER SYSTEM MAINS: vl = a 29. ALL ISTING WATER PIPE,INCLUDING SERVICES SCHEDULED TO BE ABANDONED,SHALL BE REMOVED IF WITHIN 8. MECHANICAL RESTRAINTS ARE REQUIRED WHERE WATER MAINS AND FORCE MAINS ARE TERMINATED AT ALL TREN H OF NEW WATER MAIN,OR WITHIN TRENCH OF NEW SERVICE,UNLESS OTHERWISE DIRECTED. v �' (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM TEES AND OTHER FITTINGS AS SHOWN IN JEA CONSTRUCTION DETAILS W-31,W-37 AND S-38. MECHANICAL SEWERS,WASTEWATER OR STORMWATER FORCE MAINS,RECLAIMED WATER PIPELINES,AND ON-SITE RESTRAINTS TO BE MEGALUG TYPE. SEWAGE TREATMENT AND DISPOSAL SYSTEMS. 30. IF WA ER IS NEEDED FOR CONSTRUCTION ACTIVITY,A CONSTRUCTION METER AND BACKFLOW PREVENTER SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT. 9. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED WITH SELECTED (A) NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A BACKFILL,PROPERLY COMPACTED TO 95F MAXIMUM DENSITY. 31. ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT. INSTALL BLUE HYDRANT MARKER IN ADJACENT HORIZONTAL DISTANG�E OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER,STORMWATER PAVEMENT. FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF 10.THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS-OF-WAY WITH THE PROPER AGENCIES CHAPTER 62-610,F.A.C. FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIR. 32. ALL WATER AND SEWER SERVICE AND VALVE LOCATIONS SHALL BE APPROPRIATELY MARKED AS FOLLOWS(SAW CUT). WATERSERVICE-"W"ON TOP OF CURB.(6"FROM EDGE OF PAVEMENT IF NO CURB&GUTTER) 11. ALL POTABLE WATER AND SEWAGE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900 DR 18,CLASS 150, SEWERSERVICE-"S"ON TOP OF CURB. 6 FROM EDGE OF PAVEMENT IF NO CURB&GUTTER) (B)NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A PVC OR DUCTILE IRON,CLASS 150,OR BETTER,UNLESS OTHERWISE NOTED ON PLAN SHEET. VALVE-"V"ON TOP OF CURB.(6"FROM EDGE OF PAVEMENT IF NO CURB&GUTTER) HORIZONTAL DISTANCE OF AT LEAST THREE FEET,AND PREFERABLY TEN FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER. 12. ALL GRAVITY SEWER MAINS SHALL BE SDR 26 PVC CONFORMING TO ASTM D3040 OR DUCTILE IRON CLASS 50, 33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC. NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAVE CONFORMING TO ANSI A21.50,AS REQUIRED,OR BETTER. DOU E STRAP TAPPING SADDLES WITH CORP.STOPS AT THE MAIN. . (C)NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A 13. ALL GATE VALVES SHALL BE NON-RISING STEM TYPE AND SHALL BE SUITABLE FOR 250 PSI NON-SHOCK WORKING 34. WATE METER BOXES TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID AS AVAILABLE FROM SUN STATE HORIZONTAL DISTANCE OF AT LEAST SIX FEET,AND PREFERABLY TEN FEET,BETWEEN THE PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED,VALVES SHALL BE IRON BODY,BRONZE METE &SUPPLY. , OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY FITTED. VALVES SHALL BE CLOW,M&H MUELLER,OR APPROVED EQUAL. VALVE BOXES WITH SCREW OR PRESSURE TYPE SANITARY SEWER WASTEWATER FORCE MAIN OR PIPELINE EXTENSIONS SHALL BE OF CAST IRON 6ONSTRUCTION,3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE I . CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OE CHAPTER 62-610,F.A.C. TACKY TAR ENAMEL COATED. THE WORD"SEWER"SHALL BE CAST IN THE COVER FOR VALVES ON FORCE MAIN. 35. MANHOLE COVERS TO BE PAM REX-HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES,352-589-5888. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT(COUNTER-CLOCKWISE)WHEN VIEWED TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE FROM THE TOP. VALVES SHALL HAVE RESILIENT SEATS. WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 36. ALL SEWER SERVICES MUST HAVE INDIVIDUAL CLEANOUTS AT THE PROPERTY LINE. 14. HYDROSTATIC AND LEAKAGE TESTING,AND DISINFECTION OF THE WATER MAINS INSTALLED SHALL BE Scale: N/A (D)NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL PERFORMED IN ACCORDANCE WITH AWWA STANDARDS AND FAC CHAPTER 62-555. A REPRESENTATIVE OF THE 37. MAIN NANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF CITY OF ATLANTIC BEACH MUST BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE TEST. THE TEST IS TO CONS RUCTION. COORDINATE INFIELD WITH CITY INSPECTOR. Project Manager: ANY EXISTING OR PROPOSED"ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM"AS DEFINED IN BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN ENGINEER. SECTION 381.0065(2),F.S.,AND RULE 64E-6.002,F.A.C. 38. ALL W TER/SEWER CONSTRUCTION.MUST BE PERFORMED BY A FLORIDA LICENSED UNDERGROUND UTILITY A.Acree 15. FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC CONT CTOR. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, UTILITIES DEPARTMENT. WASTEWATER OR STORMWATER FORCE MAINS,AND RECLAIMED WATER PIPELINES. 39. LOCATE WIRING-LOCATE WIRING SHALL BE INSTALLED ON ALL PVC,DI AND HDPE WATER"MAIN PIPING yawn by: - 16. BACTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DOH CERTIFIED LABORATORY,PAID FOR ANDS RVICES LARGER THAN TWO INCHES,AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. Drawn by: AND ARRANGED BY CONTRACTOR. COORDINATE ALL ACTIVITIES WITH CITY INSPECTOR. (A) NEW O RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR 40. IT SH LL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC Certificate of Auth: 7298 PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES,AND PREFERABLY 12 17. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER BEAC WITH"AS-BUILT"DRAWINGS ON MYLAR OR IN FORM AS REQUIRED BY THE CITY),(VERTICAL WELL AS ELECTRONIC FILES IN INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. LINES HAVE BEEN PRESSURE TESTED,DISINFECTED AND CLEARED FOR SERVICE. NUATO,AD0 4 R BETTER V DE USING N CITY'S 98 STATE PLAN FLORIDADESIGNER GST TECHNICIAN(feet). e SHALL BE GAL CONTROL WILL BE � NTED ACCESS TO THE SITE HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. AND T AS BUILT DRAWINGS DURING CONSTRUCTION. 18. POST CONSTRUCTION TELEVISION INSPECTION AND 5%DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY (B) NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR SEWER. A FULL REPORT AND TAPE OR CD AS TO CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS PROPOSED PRESSURE TYPE SANITARY SEWER WASTEWATER OR STORMWATER FORCE DISTANCE BETWEEN MANHOLES,LOCATION OF SERVICES,ETC.,SHALL BE SUBMITTED TO THE ENGINEER AND 41. CONT CTOR SHALL CONDUCT TESTING TO DETERMINE IF POLYETHYLENE WRAPPING OF DUCTILE IRON FITTINGS IS MAIN,OR PIPELINE CONVEYING RECLAIMED WAITER SHALL BE LAID SO THE OUTSIDE OF THE CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL REQU RED,AS SPECIFIED IN AWWA-C105 APP.A.RESULTS WITH CONTRACTOR RECOMMENDATIONS, WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. WILL E PROVIDED TO PUBLIC UTILITIES bIRECTOR PRIOR YO BEGINNING CONSTRUCTION. PIPELINE. HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 19. SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. 42. HORI NTAL DIRECTION DRILLING(HDD)OPERATIONS SHALL BE IN COMPLIANCE WITH JEA WATER AND SEWER STANDARDS PARAGRAPHSTY CROSSINGS DESCRIBED IN ANDO MANU SECTION 750. {C) WATER MA NAT THE I PIPE SHALL BE CEN ERED ABO Ev OR BELOW�HE OTHER PIPELINE SO THE WATER MAIN 20. ALL INSPECTIONS AND TESTING SHALL BE COORDINATED WITH THE CITY. JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY,AT SUCH CROSSINGS, 43. COMPLIANCE WITH REUSE STANDARDS-MEET JEA SECTION 701-RECLAIMED WATER PIPE SPECIFICATIONS&SECTION 702 RECLAIMED THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM 21. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTING RIGHTS-OF-WAY. WATE VALVES&APPURTENANCES.EXCEPTIONS ARE USE CITY OF ATLANTIC BEACH METER BOXES-SHALL BE ALL JOINTS IN VACUUM TYPE SANITARY SEWERS STORM SEWERS,STORMWATER FORCE MAINS,OR PIPELINES COLO PURPLE&LABELED"REUSE".. SIX N FEET FROM ALL JOINTS HIN GRAVITY OR PRESSURE PART ISANITARY SEWERS WA§f ff TEAND R FORCE Project NO.: 12210 MAINS,OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 22. ALL DISTURBED AREAS SHALL BE SODDED AND MULCHED,OR SEEDED AS DIRECTED,AND AT A MINIMUM FOR ALL PROJECT NOTES,SEE PLAN SHEETS OR SPECIFICATIONS.62-610,F.A.C. RESTORED TO PRECONSTRUCTION CONDITION. IF CONF�TTHSER CARISE BETWEEN PLAN NOTES AND SPECIFICATIONS, Date: 1 = SPECIFICTIONS NOTES WILL GOVERN. FM June,2013 GENERAL NOTES FOR WATER, SEWER&REUSE Sheet No.: 62