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2321 MAYPORT RD - MECH. underground fire I II.A,,! -n -" _ II a • - _ _ __ _ _ _-_ • _-._._. . I { `._:, , �O tt EDGE OF VVA TER I- f iii `�' s/a/2a14 ENE ' NOTES �OR I WA i ilii I. . I \ ; 1;�-11.G€.0!1 ', TSR AND SEWER INSTALLATION: I E' t j l THE CONTRACTOR SHA''L BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR 11. ALL POTABLE WATER AND SEWAGE FORCE MANS 4 I DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE LACHES AND LARGER STALL BE C-400 DR 1B, CLASS 15D, II.-"'.1 ,I, �-:,.. .�."-- TOPOF - '• I 1 ONE-CALL SERVICE(800-432-•4770)48 HOURS IN ADVANCE OF WORK, PVC OR DUCTILE IRON,CLASS 150,OR BETTER, UNLESS OTHERWISE NOTED ON PLAN SHEET. I IG I M 4-` �.,_,.. T-1 __-,_.. . •-•-----• • _____ • ------ . - 1 IC THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR 10 BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE 12' ALL GRAVITY SEWER MAINS SPALL BE SUR 26 PVC CONFORMING TO ASTM 03040 OR DUCTILE IRON CLASS 50, •L•. IEASEMENT PER OFFICIAL _ _ __ y. --- CONDITIONS. CONFORMING TO ANSi A21.50, AS REQUIRED,OR BETTER, I I ["",;� _• ECOIDS BOOK 5610. PAGE 2258 P � I I e' • *___Io�l ° OQ Y CONTRACTOR SHALL ARRANGE FOR AND PAY FOR Ad TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH 3. ALL GATE VALVES SHALL BE NON-RISING STEM TYPE AND SHALL B£SUITABLE FOR 250 PSI NON-SHOCK WORKING l°'',•' I 2 t'ApPROVEDRPZ ° ` o !L4 300.00 D PRESSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR FLANGED,VALVES SHALL BE IRON BODY,BRONZE ;, ) 1 , „ �( ) I AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB. (.,,_... ,,._..,, 1.1, . ;.«_ FITTED. VALVES SHALL BE CLOW,M&H,.MUELLER, OR APPROVED EQUAL VALVE BOXES WITH SCREW i /11 ' r BACKFLOW °N88'17 50 E(D) ,�� ° pQ , 299.88(F) ..„.1 Ii: .. ,. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS EXIINSONS 54ALL B£OF CAST IRON CIXNSIRUCITON, 3/8 INCH MINIMUM WALL THICKi I 17.7' IX t'1RRIGAT[oNMETER Y �� C' a ,�h ... - ... -1 r S. O 711ET{YrfSE. THE CITY CF ATiAN11C BEACH REFERENCES JEA SPEgFlCA310N5 WITH TACKY TAR ETJAMEL COATm. IHE WORD'SEWER"SHALL Bf CAST IN h1E COVER FOREYALVES ON ORCE MAN, ( UNLE S SHOWN 0 __ � f f�V` EXCEPTIONS AS SHOWN. ON THE PLANS, OR IN THE NOTES. ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING TO THE LEFT(COUNTER-CLOCKWISE)WHEN 41FTYEp ":',;I v O� o I FROM THE TOP. VALVES SHALL HAVE RESILIENT SEATS. Fire Main will be installed by: I I DINT OFCONNECT0NFORPOTABLEWATERSERVICE I UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH I ' PUBLIC WORKS DEPARTMENT(247-5834}, 1T1U DAYS tNO7TfICATION IS R£ITUiRED BEFORE ANY LINES ARE 14, HYDROSTATIC AND LEAKAGE TESTING,AND DISINFECTION OF THE WATER MAINS INSTAUED SHALL BE I I 1N?f I CONNECTED TO THE EXISTING UTILITY SYSTEM. PERFORMED IN ACCORDANCE WITH AWWA STANDARDS AND (CONTRACTOR TO CONNECT TO EXISTING 1'WATER METER. 1Fl � FAC CHAPTER CITY OF ATLANTIC BEACH MUST BE PRESENT DURING THE A S T£R AND LEA , A REPRESENTATIVE OF THE I...!` The Laney Company LLC I °OHO°° ° E HYDROSTATIC AND LEAKAGE TEST, THE TEST O TO 41T4 THE BACKFLOW PREVENTERS MUST BE TESTED I I I ALL WATER MAINS S€€ALL HAVE A MINIMUM OF 30"COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36' BE CERTIFIED BY A REPRESENTATIVE OF THE DESIGN ENGINEER.2905 Corinthian Ave#3 I p1 BY A CERTIFIED TESTER AND A COPY OF THE RESULTS 297 LF 1'W TER SERVICE _--,_. :'_.,. Jacksonville, FL 32210 I I i 'Fs t _(2)$'X6'TAPPING- SENT TO MALCOLM CLEMQNS AT ATLANTIC BEACH PUBLIC WORKS. _ f�"" MINIMUM COVER IN PAVED AREAS. WATER AND SEWER MANS ARE DESIGNED TO FINISHED GRADE AND SHALL ER. W- --Ni W W T BE PROTECTED FROM DAMAGE UNML ALL WORK 15 COMPLETED. 15. FLUSHING AND DISINFECTING OF WATER MAINS TO BE COORDINATED WITH CITY OF ATLANTIC BEACH PUBLIC I i. a i F yV�-----4ftt W F F F F F 1 -_.-_--1I.___ ,, ____ � - HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPEGFIED IN CODE 62-515.314 F.AC, LOCATION OF UTILITIES DEPARTMENT. 904-389-6752 r I . vaLVE&sLEEvls F F F F- � Iyl!-�1.-_, ( ) 265LF6 PVC FIR LINE 90 BEN `1.,T� PUBLIC WATER SYSTEM MAINS: - 16. BACTERIOLOGICAL TESTING OF WATER MAINS TO BE PERFORMED BY DDH CERTIFIED LABORATORY,PAID FOR I a' ��l -- W (t) HORiZCNTAL SEPARATION BETW,£EN UNDERGROUND WATER MAINS AND SANITARY OR STCRM AND ARRANGEu BY CONTRACTOR, COORDINATE ALL ACTIVITIES MTN CITY INSPECTOR.Ili t I L_ 1 i I 1, SFWTRS,WASTEWATER OR STORMWATER FORCE iNNIS. RECLAIMED WATER PIPELINES,AND ON-•SIT£ 17. NO CONNECTION TO EXISTING POTABLE�',�t � Ashley@laneyllc,com - T r-;� /,'`-:-��. ._• .._ ,-,. •.. «. SEIYAGE TREATMENT AND D15POSAl.SYSTEMS. LE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER Utility License: CUC1224248 I , 'd'.,', 61 FH ASSEMBLY FiRESPRINKLERLiNE - - -m - - -1------• Ic_E'" R=. ::=- __ - - •- = -' (A)Nrw DR LOCATED,UNDERGROUND WATER MAINS SHALL BE I LINES HAVE BEEN PRESSURE TESTED,DISINFECTED AND CLEARED FOR SERVICE er. _... ...._._.._T.___._.-_ .. 1. Class V License: 212381000 _ �� �aFaxIMA�EE t� r> LAID TO PROVIDE A 'o 12011 I I r, •4.e . '" I POINT OF SERVICE �--- _ _-._...,.. - - - - 7' EASENIEEN FOR �aUBJF Et 7 HORIZONTAL DISTANCE OF AT LEAST THREE FEET B£111£EN THE OUTSIDE OF TJi£WATER 18• POST CONSTRUCTION TELEVISION INSPECTION AND 5X DffLEC11ON TEST SHALL BE REQUIRED ON ALL GRAVITY %"'t'< I 4 . SJ?PORT PER OFF1CIr '_„ STORM SEWER MAIN AND THE OUTS€DE OF ANY EXISTING OR PROPOSED STORM SEWER;STORMWATER SETTER. A FULL REPORT AND TAPE lXN CD AS TO CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS : ;• UTTER i e 'DDCVAPER RECORDS Boal< B r ?j __• ,v -- ._._ ... . _ -: ' m "� FARCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF DISTANCE BETWEEN MANHOLES,LOCATION OF SERVICES,EEG,SHALL BE SUBMITTED TO THE ENGINES {{ ? - . __DS _ _ =4 P h INDICATES POSSIBLE CHAPTER 62-610, F.A.C. CITY OF ATLANTIC BEACH. ANY DEFECTS ENCOUNTERED SHALL BE REPLACED OR REPAIRED PRIOR TO NAL Pipe Material to be DR-1$ CALF I I I ' _ I ATLANTIC BEACH DETAIL _ __R-�_________e - j( `)�t DRAINAGE EASEMENT ACCEPTANCE. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. o t t (B) NEW OR RELOCATES,UNDERGROUND WATER MAINS SHALL BE LAD TO PROVIDE A J/ HORIZONTAL DISTANCE OF AT LEAST THREE FEET,AND PREFERABLY TEN FEET, BETWEEN 19, SHOP DRAWINGS ARE REQUIRED AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION. A -11® "THE OUTSIDE OF THE WATER MAIN AND 1Tf OUTSIDE OF ANY EXISTING OR PROPOSED 20. ALL INSPECTIONS ANp TESTING SHALL B£COORDINATED WITH THE CIN. Backflow shall be Freeze Protected I i 4. 4e VACUUM TYPE SANITARY SEWER. I °°° N ICTAL 2t, THE CONTRACTOR STALL SECURE ALL NECESSARY PERMITS TO WORK IN EXISTNG RIGHTS-OF-WAY. I• ;; RECORDS BO < 599 GE 1714 PROPOSED CLEANOUT t (C) N£W OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO'PROVIDE A I HORIZONTAL DISTANCE OF AT LEAST SIX FEET,AND PREFERABLY TEN FEET,BETWEEN -IHE 22. ALL RESTORED TO AREAS SHALL BE SODDED AND MULCHED,OR SEEDED AS DIRECTED,AND AT A MINIMUM ,s. I I I C,p,2(a$IE.=9.45 I OO[SIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY RESTORED TO PRECONSIRUCTION CONDITION. I i I ,, OR PRESSURE TYPE SANITARY SEWER,WASTEWATER FORCE MAIN,OR PIPELINE 23, EXISTING ASPHALT SHALL BE SAW-CUTIN STRAIGHT LINES FOR ALL TRENCHES, ANY DAMAGE TD CITY STREET I Y I 17LF4'PVCSAR CONVEY1140 RECLAIMED WATER NOT REGULn1E0 UNDER PART III 01•r11APTER 62-610,F.A.C. PAVEMENT,CURB,SIDEWALK,OR OTHER MATERIAL SHALL BE REPAIRED AS DIRECTED AND APPROVED BY THE s' PVC wM 1,00,6 MiN If , I l IC ? ° TYPE MSANITARY 0SEWERS SHALL ABfTIREDUCED TOTHREEFEET WHERE(tiE BOTTOM AOFTI}iE DIRECTOR OF PUBLIC WORKS. DENSITY TESTING MUST BE COORDOINATED WITH THE PUBLIC WORKS INSPECTOR "4 t 1...11 -. i1 - (' - - I I I • '` '• ' --a-•- , t WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 24. THE CONTRACTOR SHALL FURNISH AND INSTAR FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER PIPES OR OBSTRUCTIONS AS REQL.JED. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAM TO,PROVIDE A HORIZONTAL 25. ALL EXISTING UTILITIES HATE BEEN SHOWN ON THE PLANS FROM IHE BEST AVAILABLE INFORMATION. IHE I `` Al I PROPOSED CLEANOUT . ` �Q I O C.O.t IE.=t1.9O n ; , (n 111 DUSTINGS OF AT LEAST TEN FEET BETWEFJN THE OUTSIDE OF'IHE WA MAIN AND ALL PARTS OF OWNER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF I U 4. Q f © E ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM'A5 DEFINED IN FACILITIES OF TITS TYPE 1H£CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN .-,'..."� Q2° Q 0 ;,I �: 5 I i I 1. v �� G, ;a SECTION 361.0065(2),F.S,AND RULE 64£-6.002,F,AC. CONSTRUCTION AREA LOCATION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT P5 a I I FIRE DEPT,GONNECTlO Ett tEi N T N I AT COkF1JCTS -C":. � u I I 1 (SEE PLUMBING FORDETAiI} e a <, �y. 4 d a T ` t (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SAN1f6RY OR STORM SEWERS, MAY BE RESOLVED. l ll g �C I `` <, -• 4, 4 :e , • I -, p WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. 26. ALL PIPING ARRANGl7AENT5 AND LOCATIONS, AND LOCATIONS OF PlPiNC NDT SHOWN, SHALL BE PROPERL �0) Y '' I O U i REFERENCED AND RECORDED ON THE RECORD*AS-BUILT'I- p•l t :•;� _D O 1 rrl (A)NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EIgSTING OR ASB LT'DRAWINGS. i rJ 4' - f ^ PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORMWER SHALL 9E 27. SPEC€AL PAY LIMIT FOR ALL DRIVEWAYS. REMOVE AND REPLACE DRIVEWAY AND GUTTER TO EDGE OF ASPHALT l''-•, �'.1 it ra I �a I t T rr [a+ N f € 3LF4'PVGSAN. ` �` p LAID 50 lk OUTBID£OF THE WATER MAIk IS AT LEAST SIX INCHES,ANO PREFERABLY 12 PAVEMLTIT. RfPIA�MIAMI CURB AND GUTTER IN KIND. GRADE TO DRAIN, INCHES ABOVE OR AT LEAST 12 INCHES BELOW/THE OUTSIDE OF THEj OTHER PIPELINE, CERVI%MIN z I HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 28. ALL NEW SANITARY SEWER PIPE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER SHALL BE SANfTARYSERVICE SHUT OFF VALVE SNSTALLFD AT EXISTING MANHOLE INVERT ELEVATIONS AND WITH UNIFORM SLOPE OR GRADE BETW1Tk (B} NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY F.11Si1NG OR INVERTS. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED BY ENGIkE£R. PREPARE CUT SHEETS CONNECTION (IN Gi,VALUE BOX} (2)45-BENDS PROPOSED PRESSURE TYPE SANITARY SEWER,WASTEWATER OR STOR ':WATER FORCE ■ MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO-THE OUTSIDE OF THE WiTH INVERTS AND CALCULATED GRADE PER SPECS. ■ IE PLUMBING WATER MAIN IS AT LEAST 12 TENCHES ABOVE OR BELOW THE OUTSIDE,OF THE OTHER 29. ALL EXISTING WATER PIPE,INCLUDING SERVICES SCHEDULED TO BE ABANDONED,SHALL BE REMOVED IF WITHIN ETREL{NECONNECTIO `� ), a 1 y (REFER TO PLUMBING PIPELINE. HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER TRENCH OF NEW WATER MAIN,OR MBi N TRENCH OF NEW SERVICE,UNLESS OiIIERMSE DIRECTED. ` 6 ! ® A PLANS FOR CONT.) IE.=12.00 PIPELINE. : + (REFERTOPLUMBING (C) AT THE UTILITY CROSS NGS DESCRIBED IN PARAGRAPHS A)AND(B),A80VE,ONE FULL LENGTH OF 30. .IF WATER IS NEEDED FOR CONSTRUCTION ACTIVITY,A CONSTRUCTION METER AND BACKFLOW PREWNTE•R o r. Im 0 - 9 - : . A. .- ' 1, 0, .� PLANS FOR CONT.) ;2 LF 4'PVG SAN ° I WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN SHALL BE OBTAINED FROM CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT. __ PROPOSED CLEANOUT . .K�° I BACK FLOYl JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY,AT SUCH CROSS NGS, 31. ALL FIRE HYDRANTS TO BE PAINTED YELLOW. OPEN LEFT. INSTALL BLUE HYDRANT MARKER IN ADJACENT 0 y;�� THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM PAVEMENT. 11 C'"',r-,�"' "+ t ,.rI ar._ ` q ,� 11 F f uI p` I '-, A I , :� iii " . ..e ,q c° I I T ry.r.'" x� - �f.00%MIN '� i f� PREVENTION DI _ Ifi ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, SiORMWATER FORCE MAINS,OR PIPELINES ! iT �. ._�" ^. ;'� �.rLar' v a t.: l a �u i - C', i td. I.�" � CA39IE.~8.64 �\ : v s/ 32 "' `"" t $ =-1 t`^ ^^ ( I CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,Rt•.C., AND AT LEAST ALL WATER AND SEWER SERVICE AND VALVE LOCATIDNS SHALL BE APPROPRIATELY MARKED AS FOLLOWS(SAW CUT). n3 ;� APPLICATION - 1'WATERSERVICE g A ; i° J-( L )t/ SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS,WASTEWATER FORCE WATER SERVICE-"W ON TOP OF CURB. (6'FROM EDGE OF PAVEMENT IF NO CURD&GUTTER Z, I � � CONNECTIONiE.=12.00 fit-61MAINS'D,OR PI EiINES C(NNVEYiNG RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER SLIVER SERVICE "S'ON?OP OF CURB. 6 FROM FDCE OF PAVEMENT 1F NO CURB&GUTTER) > € ,• �. .� ' ;.� Designed for installation on potable water lines connections in r-)@&&L.,1� r' r�� (REFERTOPLUMBING "" � . // I :1i"7 r3 ��' t _ - . v VALVE- Y ON TOP OF CURB. (6'FROM EDGE OF PAVEMENT IF NO CURB&GUTTER) I T , `; Y rt fire sprinkler systems to protect against both backsiphonage and , , PLANSFORCOW.) V ' • (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES i �c i , ;1. ;',i - (,r.I• �' s- - backpressure of polluted water into the potable water supply. . rn '.. y/<,,, I I (A)NO WATER MAIN SHALL PASS THROUGH,OR COME!NTO CONTACT WITH,ANY PART OF A 33. ALL WATER SERVICES SHALL BE SCHEDULE 40 PVC, NO POLY SERVICES PERMITTED. ALL SERVICES MUST HAY£ . 17 .E Model 350ADA shall provid 3 protection where a potential health d• 9 73 SF SHUTOFF VALVE t. : ,2. 1� COFICL.FT SANITARY SEWER MANHOLE DOUBLE STRAP TAPPING SADDLES WITH CORP.STOPS AT THE MAIN. hazard does not exist. Incorporates metered by-pass to detect �' (�1 (IN C.I.VALVE BOX} \� 1 '6, o U { 1,r-K•%1} (B)WA.JN MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME TNTC CONTACT 34. WATER METER BOXES TO BE POLYMER CONCRETE METER BOX PER JEA WATER DETAIL W3 AND W3A / WITH, ANY PART OF A STORM SEWER MANHOLE LR INLET SIRUCTURE, WHERE IT IS NOT TECHNICALLY (with OSBY satos) (with BGVIC valves) leaks and unauthorized water use: SITE AREA r .86 AC 6 ' v Nti/ t �� FEASIBLE OR ECONOMiCALLY,SENSIBLE 10 COMPLY WITH THIS REQUIREMENT I.E.,WHERE THERE IS A 1 ELECTRICAL _ € .,» .- �1 -• _ CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING 35. MANHOLE COVERS TO BE PAM REX-HINGED COVERS AVAILABLE THROUGH PORTER ASSOCIATES,352 589-5888. FEATURES STANDARDS COMPLIANCE(HORIZONTAL&VERTICAL) ° 9 1 OF THE WATER MAIN OR THE STORM SEWER IS NOT TEViHICALLY FEASIBLE OR IS NOT ECONOMICALLY 36. ALL SEWER SERVICES MUST HAVE INDINOUAL CIRANOUIS AT THE PROPERTY UNE. ' SERVICE CONNECTION ' ' ° Sizes: ❑ 2 112"i Ll 3"" 0 4" li 6" 0 8" ©10" 0 ASSE0 Listed 1048 FFE 1 5' 0 � • • l o � � SENSIBLE),A SPECIFIC PERMIT MUST BE OBTAINED FROM DEP PRiOR TO CONSTRUCTION OF ANY ' (REFERTOELEC. o Ls? EXCEPTION. 37. MAINTENANCE OF TRAFFIC PLANS TO BE SUBMITTED TO CITY ENGINEER 7 DAYS PRIOR TO START OF Maximum working water pressure 175 PS! o AWWA Compliant 0510(with gates only) • '" PLANS FOR CONT.) 1 1v? � � CITY OF (4) SEPA4AiION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS,WASTEWATER OR CONSTRUCTION. COORDINATE:N FIELD WITH CITY INSPECTOR. Maximum working water temperature 140°F ° CSA®Certified(4"-8") s f.ATLANTICBEACH y STORMWATER FORCE MAINS,RECLAIMED WATER PIPEUNES, AND ON-SHE SEWAGE TREATMENT AND DISPOSAL Hydrostatic test pressure 350 PSI _ TELECOMM SYSTEMS, NEW OR RELOCATED FIRE HYDRANTS MTH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT 38, ALL WATER/SEWER CONSTRUCTION MUST BE PERFORMED BY A FLORIDA UMSED UNDERGROUND UIIUiY . ° ULG Classified 75 LF4'PVCSAN. THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER CONTRACTOR. SERVICE CONNECTION uI RE#1 b939�'0070 i End connections (Grooved far steel pipe) AWWA C606 ; • r 1.00%MIN FORCE MAIN,OR PIPELINE CONVEYINC RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, 39, LOCATE WRING-LOCATE TIRING SHALL BE INSTALLED ON ALL PVC,DI AND HOPE WATER MAIN PIPING (Flanged) ANSI B16.1 ° C-UL®Classified ° (REFER ToELEC, ,,, 1 F.A.C.; AT LEAST THREE FEET,AND PREFERABLY TEN FEET,FROM ANY EXISTING OR PROPOSED VACUUM AND SERVICES LARGER THAN TWO INCHES,AND SHALL BE TESTED AS PER JEA SPECIFICATIONS. Class 125 ° FM®Approved PLANS FOR CONT.) TYPE SANITARY SEWER; AT LEAST SIX FEET,AND PREFERABLY TEN FEET,FROM ANY EXISTING OR PROPOSED 6 a' f GRAVITY OR PRESSURE TYPE SANITARY SEWER,WASTLI';AIER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED 40. IT SHALL BE TIE CONTRACTOR'S RESPONSIBILITY AND AT THE CONTRACTOR'S EXPENSE TO PROVIDE THE CITY OF ATLANTIC ° Approved b the Foundation for Cross Connection WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,F,A,C. AND AT LEAST TEN FEET FROM pp Y T t BEACH WITH 'AS-BUILT CRAMNGS ON MYLAR OR IN FORM AS flEQUlRLTJ BY THE CITY,AS WELL AS ELECiRONIC FILES IN 2 112"&3' sizes use 4'body&reducer couplings ANY EXISTING OR PROPOSED'ON SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS OfnNEp IN SECTION AUTOCAD LT 2006 OR OLDER STATE PLANE NAD 83 EAST ZONE FEET VERTICLE NAVD 88 FEET.THE CTYS TECHNICAL Control and Hydraulic Research at the University of ° e6 6 i ., 381.0065(2), F.S.,AND RULE 64E-6,002,F.A.C. ANY EXCEPTIOI`NS REQUIRE PRIOR APPROVAL OF DEP AND OPTIONS c :g � -THE CITY OF ATLANTIC BEACH. - DESIGNER&CS TECHNICIAN SHALL BE GRANTED ACCESS TO THE SITE AND TO A5 BUILT DRAMNGS DURING CONSTRUCTION. (Suffixes can be combined) Southern California - F r., , .. NYC MEA 221-04M-2 2 112' -8' n ( 8. MECHANICAL RESTRAINTS ARE REQUIRED WHERE WATER MAINS AND FORCE MAINS ARE TERMINATED,AT ALE 0 - with flan ed end OS&Y ate valves standard ° ( .C5 { 11. 41, CONTRACTOR SI ALL CONDUCT lE5TINC1 , DETERMINE IF S, WITH WRAPPING OF DUCTILE IRON FITTINGS IS g (standard) . A, e REQUIRED,A5 SPECIFIED IN AWWA-C165, APP. A.RESULTS, MTH CONTRACTOR RECOMMENDATIONS, Q L less shut-off valvas(grooved body Connections) MATERIALS 4; 4 ° •e ;'I e' e q a a 4 : 4 � TEES AND OTHER FITTINGS AS SHOWN IN JEA CONSTRUCTION DETAILS W 31, W-37 AND 5-38. MECHANICAL WLL BE PROVIDED TO PUBLIC UTIUTIE$DIRECTOR PRIOR1. TO BECNNING.00NSIRUCRON. d a, 4(b 11, 4F�1 cam? N RESTRAINTS TO BE MEGALUG TYPE ❑ LM = less water meter Main valve body Ductile Iron ASTM A 536 Grade 4 E O 9, UNSUITABLE MATERIALS UNDER WATER MID SEWER MAINS SHALL BE REMOVED AND REPLACED WITH SELECTED q2 HORIZONTAL DIRECTION DRILLING(HDD}OPERATIONS SHALL BE IN COMPLIANCE MLN JEA WATER AND SEWER STANDARDS 4 I BACKFILL,PROPERLY COMPACTED TO 95%V MAXWUM CENSITY. q - with remote reading meter Access covers Ductile Iran ASTM A 536 Grade 4 w I P T MANUAL SECTION 750. C1 - With pm metes standard Coatings FDAA roved electrostatic epoxy finish I-- 1 `, t? 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN THE CITY RIGHTS-CF-WAY WITH TEE PROPER AGENCIES g (standard) g pp p y ROPOSEDCLFANOUT I ^ FOR MAINTENANCE OF TRAFFIC"AND METHOD OF CONSTRUCTION AND REPAIR. FCR ALL:OTHER P"OJECT NOSES,SEE PLAN SHEETS OR SPECIFICATIONS, IF CONVICTS ARISE BETWEEN PLAN NOTES AND C7 with cu EElmin meter Internals Stainless steel,300 Series �I ^ SPECIFICATIONS,PLAN NOTES WILL GOVERN, 0 G - with grooved end OS&Y gate valves NORYLT^' NSF Listed __ C,o.4QIE, 785 0 _._. us : I. . ❑ FG - with flanged',Met gate connection and grooved Fasteners&springs Stainle,s Steul,300 Series �• . I outlet gate connection Elastomers EPOM(FDA approved) "a"`"' _ �- ---- mux I 270 LFTELECO MCONDUIT I r:e, <�_ .. ., ,�._,,, ' 0 PI - with Post Indicator Gate Valves(4"-10") Buna Nitrile(FDA approved) /PEDESTALT BUILDING - ✓r. l } '` f i ?Gilt AC,C. A:f,l•.FNIT I ©BGVIC - with grooved end butterfly valves Polymers NORYLTh',NSF Listed <i. i 1.., I ACCESSORIES E E E E E E E vi & l i - R,7, r:z ��,t. `.r->I;�_`I<. t \ ! I I L „� r ,.1 GENERAL NOTES- : � I - . I lip ,f _ _ _ WATER DISTRIBUTION NOTES: C9 Repair kit(rubber only) 17 j Cl Thermal expansion tank(Model XT) ; .r ; - A. GENERAL, . 1 I. CONTRACTOR SHALL FOLLOW GUIDELINES AND PROCEDURES OUTLINED BY UTILITY PROVIDER, ❑ OS&Y Gate valve tamper switch(OSY-40} { = 1. DISTANCE AND LENGTHS SHOWN ON PIANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF AND HAVE UTILITY PROVIDER'S MANUAL ON-SITE AT ALL TIMES.THIS POLICY MANUAL SHALL BE 0 Test Cock Lock(Model TCL24) c 1. � 295LFE ECTRiCALCONDUIT , I , STRUCTURES, • MODEL 350ADA - o o (T MSF RMERTO BUILDING) m LF 4 PVC SAN. CONSIDERED PART OF THE CONSTRUCTION DOCUMENTS AS IT PERTAINS TO APPROVED i' MATERIALS,INSTALLATION METHODS,INSPECTION NOTIFICATION AND AS-BUILTIPROJECT DIMENSIONS&WEIGHTS(do not include pkg.) with OS&Y option I ol�p (01.00%MIN 2. PRIOR TO COMMENCING CONSTRUGI'ION,CONTRACTOR To i ELEv1SE EXISTING SANITARY SEWER LINE FROM POINT CLOSEOUT REQUIREMENTS. WEIGHT o o F i t OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE,ADDITIONALLY,PRIOR-TO MODEL WIT}H G`' o E 1 r `, COMPLETION OF CONSTRUCTION,CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN 2. ALL HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF 350ADA WITHOUT WITH OS&Y WITH 056Y a TO ENSURE NO DIPS OR DEBRIS WITHIN LINE. . '> AASHTO M-294 LATEST REVISIONS. ALL PIPING TO BE NON-PERFORATED TUBING. SIZE GATES GATES(GXF) GATES(GXG) BUTTERFLY GXG) I ~"�" �----�� CONNECT TO EXISTING I I! f 3 ALL UNDERGROUND UTILITY WORK IN T CITY E F % i THE ASEM_N f R.ROW MUST BE COMPLETED BY UNDERGROUND 3. THE BACKFLOW PREVENTERS MUST BE TESTED BY A CERTIFIED TESTER AND A COPY OF THE :^ri UTILITY CONTRACTOR LICENSED BY THE STATE OF FLORIDA.) RESULTS SENT TO MALCOLM CLEMONS AT ATLANTIC BEACH PUBLIC WORKS. n. mm lbs. hg lbs. kg lbs, kg lbs. kg SANITARY SERVICE 2 112 65 105 27.5 207 94 199 90.3 123.8 56.2 R m� CONTRAGTORTO VERIFY /�� i e . ( 111 (5_1______ ROPOSED CLEANOUT I a. MATERIALS: 3 80 104 47 224 101.5 214 97 124.4 56.5 MODEL 350ADA with - f" ,_ I_ INVERT AND CONDITiON O� I I . G.0.5@{E.=7.54 MAN HOLE 4 100 91 41,3 245 111 219 99.4 123 55.8 Y �,.,In EXf TING SERVICE LUN ) S ` TI;P EL 12.96' 1. ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON-PRESSURE POLYVINYL CHLORIDE(PVC)PIPE CONFORMING TO BGVIC opttOn r / F ' '"� 96 LF4"PVGSAN. I I INV. EL: 0.81' ASTM D 3034,SDR 26,WITH PUSH-ON RUBBER GASKET JOINTS: �TT R V �( 6 150 141 84 377 171 347 158 193 87.6 �• .. $ @11,00%MIN I SAIQAT<t<��l �1/ ®LITTON 8 20p 302 137 778 353.2 754 342.3 410 180 ! p J-- -�� �''� (_�� 2. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR 10 250 3S5 161 1440 472.7 918 426.5 527 239.3 _ ____A- c ; S APPROVED EQUAL.. . .__.__��_..._.___.._ _,. __ ...-�___.�.�___n I �E UIENCING.NOTE: - _ ! 1•',• 3. ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE ALID THAT N:.H2O LOADING. MODEL DIMENSION(approximate) _ _•.. _.. �.,...,�._,-.- - .,.._ S'I- ---- . __,...._.....-_--__ - w _•- _ _ � I LLf j7 350 ADA R'N1TH BLESS E E WTTH 4" PVC SERVICE - „' i - S n. C. INSTALLATION: 8" PVC _ .- SIZE A BUTTERFLY GATE C D E OS&Y BUTTERFLY F G PER CITY ATLAS) I 1. 'CONTRACTOR TO UTILIZE METHODS TO PROVIDE UNINTERRUPTED SEWER OS&Y OPEN ( CO �_�_ _�__-- `- c., , c.� VALVES VALVES CLOSED VALVES �-:•� --_------ 1- ; = 1 ��=. 1. PIPE AND FITTINGS: SERACE DURING CONSTRUCTION.THE PROPOSED MANHOLES AND GRAVITY Attention: 22' WATER AND SEWER � �=_ =-_� vz� tIAIN SHALL BE INSTALLED,TESTED&CERTIFIED PRIOR TO ANY ABANDONMENT in mm Err mm in mm in mm in mm in mm €n mm in mm in mm in mm in mm __x a; SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH I TM D2321,AND THE UNI-BELL.PLASTICS PIPE Model 3 5 0 A D A L I 1 .11 &REMOVAL OF THE EXISTING SANITARY SYSTEM,;2 112 65 35 118 892 32 118 810 20 118 511 4 112 114 9 229 18 318 418 13 718 352 8 203 B 152 7114 184 �-•----• --------- - 8" PVC SANITARYRECORD BOOK 5998, PA(:1: 714 ASSOCIATION'S"RECOMMENDED PRACTICE FOR THE IN57ALf.A710N OF PVC SEWER PIPE". (grooved body): j i .6, BACK FLOW oW'r/ { 3 80 38 118 9i 8 33 838 20 118 511 4 112 114 9 229 1 B 718 479 15 518 397 8 203 6 152 7 1l4 189 and Model 350DA X ! / PREVENTION b. BEDDING AND INITIAL BACKFILL(12 INCHES)OVER SEWERv1AIN5 AND SERVICES SHALL BE SAND WITH NO ROCK 4 1 CO 3a im 972 33 114 845 19 718 505 4 112 114 9 2291223/4 578 18 114 464 9 118 232 6 152 B 203 (flange body) r F r - . """" -11 _ ;I IjT� DEVICE LARGER THAN 1'IN DIAMETER,PEA ROCK OR 314"WASHED ROCK WILL BE USED IN WATER OR WHERE . 6 150 47114 1200 40114 1022 25 718 857 5 11'2 140 101!2 267 30118 785 23 314603 10 118 257 7 178 10 254 have different lay iii -r , IJ UNSUITABLE BEDDING EXISTS,ALL OTHER FILL SHALL NO HAVE ROCK LARGER THAN 6"IN DIAMETER. w r �' 17 t UNDERGROUND UTILITY NOTE: �. 300.11 (F) ; : ,,: e>c !7„ 8 200 62 1575 55 1397 381/2 978 i0 254 t2 305 37314 959 29114 743 11 15116 303 8 tt2 216 11 279 lengths. (BEARING BASIS) 300.00'(D) I I_� SANITI METER 2. CLEANOUTS; 10 250 04 518 1842 56 1t2 1485 38 1/2 978 10 254 12 305 45 314 1182 35 318 899 13 5116 338 8112 216 12 305 S88'17'50"W(F)(D) a. GLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE b FIRM GLEAN SUBGRADE PROVIDING UNIFORM ANY EXISTING UNDERGROUND UTILITY FOUND IN G000 CONDITION SHALL REMAIN IN PLACE, CARD REAOEr BEARING UNDER THE BASE. • t . • ,• r ��� I b. ALL OPE,DINGS AND JOINTS SHALL BE SEALED WATER-TL INT. I - I r ae71s' L 1 _ I > g> Of Te_ �__- _ - ___ _ _.._ - _ __ u _.. _.._ �V.4 .a e. 3. SERV - _ � \` ICE: . FIRE PROTECT ON NOTES: I'll SANITARY R "r h .. AI ' METER ':'•' `` a. MINIMUM SLOPE OF ALL SERV.CE LINES SHALL BE 1.00%. 1 CITY OFATLANTI BEACH b. EACH SERVICE CONNECTION SHALL BE PLUGGED WATER TIGHT WITH AN APPROVED PLUG. 1, EXISTING FIRE HYDRANT IS LOCATES AT 2389 MAYPORT ROAD,APPROX.15'EAST OF i RE#1693980070 I SANITARY _2_.._ _....--- -- -___.,,,-» CONCRETE SIDEWALK,572'AS THE HOSE LAYS ON THE GROUND FROM THE SOUTHEAS „,_-._M -^-'�-" ---_ ---•-. •_.«-__., ,,..._ -� --__ _•...._-.�_-EB METER (`,1 ER OF THE ..__.- - _ _ - -- ---'--- x',,,` c. CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURALPROPOSED BUILDING. - . ., . ....-. _.„.., __ _..__m:� y. DRAWINGS. __...._ T. `,I ;.rl fI f': :� If I �. - 't' _ _ _ I FIRE FLOW7ESTRES . 11 2 LILTS ...,> :: , •.:% �SyM O. TESTING::, 1 S P� LOCATION: 2389 MAVPQRT ROAD I j.- t- ''� off* ° ` >:: 1. AFTER CONSTRUCTION OF THE SE4VER SYSTEM,THE ENGINEER MAY REQUIRE A VISUAL INFILTRATION A D!O TESTED BY: CHRIS WALKER,DIVISION DIRECTOR I •• FAIJI� -� MAN HOLE WITH h,E�c� N R TEST D BY: 01112/20 4YnA VA.1 WATER LINE I Nt. T EXFILTRATION TEST TO BE PERFORMED ON TLE ENTIRE SYSTEM OR ANY PARTTHEREOF._ 15,9. 6 AM....", / .I � - I l "' 1 •. VALVE pj' I,:; -.,' . ,:'. •'r, , t 0C �C 1 TOP EE : 12.72 x h� 2rj'0.00'(P) (. & 0 �!Y � "_ __� - % PORT DIAMETER: 2.5-INCH PORT. I i " _ Ya,t ' 6'45"E P ° ,� 9 _ - __, _.__. y ---• - P " - x """ ' 2. AN AIR TEST MAY BE SUBSTITUTED FOR THE WATER EXFIL"rRAT10N TEST,UPON APPROVAL OF THE ENGINEER. STATIC PRESSURE: 42 PSi , ,:l N88 3 ( 249.85(F} .. [�- - - "'- ^ RESIDUAL PRESSURE: 35 PSE :•z Il ) it I .V• 1 '1 Y r T S88°19'38"W(F _».....• 3. SEWER PIPE LEAKAGE ALLOWABLE SHALL NOT EXCEED 150,GALLONS PER DAY PER INCH DIAMETER PER MILE IN A TEST FLOW RATE:,OOL'GPM , ll: I _ _ TWO HOUR TEST PERIOD FOR ANY SECTION TESTED. NO VISIBLE LEAKAGE SHALL BE ALLOWED. THE FOLLOWING COMPUTATIONAL RESULTS BASED ON THE ABOVE VARIABLES AND NEPA i ! 4, CONTRACTOR f5 RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES PrtiOR TO THE CERTIFICATION TO ANY SECTION 291(200?.ED1T10N)ARE AS FOLLOWS: '411, 0.00'(FDOi Ili .1 ' N. LINE OF FAIRWAY VILLAS !11 AGENCY.ll 01/12/2015-ESTIMATED FLOW AT 20 PSI: 1,656 GPM �� I i t \ PLAT BOOK 39, PAGES 22 AND 22A l 1. Y.}l Il �� I !l I { :4 l� I l `'i LOT 5l . 4�OA 10 ._. ..-... ..�.. _ *1.�'_� . - . LOT 50 REVI I EWE D I I _ { I !Il I l NA LOT 52 FAIRWAY VILLAS . I . I . .1 1. I R�V1, '1�1�IEb FOR C�®� C®MPiLIAy 3 cksclnville Fire PrL3vet1•tipfl Dit, 11 o \ PLAT BOOK39,PACES 22•-22A. �iTY OF Q'f'�,q COMPLIANCE ; I Ill l t t r�rlC B���� E I SEE PERMITS FOR A6DI7 fofVAL „ a;3 2015 R I �` i I) I { I rn i t j E UIREM8NTS AND CON TION 1 I I� et:r- j� EXCEPTIONS S c- ®ATS: -- FPTIOt+iS AS PJO"1 kG . ., � \ I . . "'. . . ....1 . _ . . t EX LEGEND. z 5HEET 0_'�--�-- I PROPERTY LINE -W-W- PROPOSED WATER MAIN - � �. 11 _ - EXISTING STORM SEWER E E PROPOSED ELECTRIC CONDUIT r tt x- 47 1 + EXISTING SANITARY SEWER T - T PROPOSED TELEPHONE >, g r r 4 r� f i' , / t7 a ol'S Y I 20 10 5 0 20 Tr: �:iz IY, r,^ 5 02-26-15 DTR TRE FDOTACCESS&FIRE NOTES , 1///, **A 00��A� ���N --fd/ fEl . EXISTING FORGE MAIN KNOW 1�VHAT'S BELOW -*�*7 tr s ( `r,h `? 'r ,v _--c�}:� - `7 .' , " ,, M_ PROPOSED STORM SEWER � � DTR TRF ADDED 6"FIRE LINE&A.B.W&S NOTES r ,t ,., I N t' .. Q i t! r: r:. ,`, r t E•r 3 01-27-15 - fi ALWAYS CALL 811 `' Na.779�I� -B W EXISTING WATER MAIN 1 " 1"=20' ® 12-12-14 DTR PER PUBLIC UTILITIES COMMENTS - , : * = I, ) PROPOSED UTILITY GROSSING 1, �' BEFORE YOU DIG 1 TRE _ _ _ . EXISTING OVERHEAD ELECTRIC ` .i . .. " .a 4950 W. KENNEDY BLVD,SUITE 600 11-21-1A HR .1 p ', � Nx PROPOSED LIGHT POLE - �: IYstast.H'stree.it'stheiaw' TAMPA, FLORIDA 33609 DTE - I , =-- '', w` ATLANTIC BEACH, FL 5-------S PROPOSED SANITARY SEWER @O (REFER TO PHOTOMETRIC PLAN) Phone: (813)379AI00 REV. DATE UR DESCRIPTION -1 A. I I " f S . . www.callsunshine.com Fax: (813)379-4040 CHK D 4 O.I�P' �1 UTILITY'PLAN i . ' ThomasEngineeringGroupxom DOCUMENT CONTROL FLO P . Y\9' I FLORIDA BUSIN �RV RUTH.No.27528 FIRM NO. FT140062 G. NO. C-9.0 ! ^ ! .. - ' v , , 11 r I -" d „' r 5. a'.r is '' l. r o...r. I.; {{ 1 i it 1 .r,: .' .:., r > r . .-.:',1 t r' • i