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2800-2848 Mellonville Ave BC03-000300 (SANFORD AIRPORT AUTH) (NEW INDUSTRIAL) (A)PERMIT ADDRESS PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRAC'T'OR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE t iUBDIVISION PERMIT #03 p DATE I0 haldz H) Al 3000 psi Concrete Pavement ` Top 12" of Subgrade Compacted to 9891' Density (ASTM D-1557) Any Fill Under 9896' Compaction Zone to be placed in 12" Max. (Loose Measure) Lifts; each Lift compacted to 9596' Max. Density (ASTM D-155 Concrete Driveway Detail 7-0_.5/426• -'�E567 OPENING IF INDIGATED T_OL7r/ue.- -1545 if 7-C7 - 555' 4' OPENING Flume Detail Scale: 1/8" = 1'-0" S: Aluminum .skimmer OPENING Overflow [Detail Scale: 1/8" = 1'-0" CZE7-><1-!E5 -7-//-7g) SANITARY MANHOLE T❑P=58186 EI INV=50198 WI INV=51100 SI INV=58108 moi"' G/ Wc7ter 1`7Q11-7 (2�ist_> 0 REV. # DATE BY - I�(armit Number: O3-300 10"VCP (Existing) Fire Hydrant �i " G-/_ Wc7ter /`-16711-7 (�Fxisf,) .�8 fh Street 8" D.G.V./B.F.P. Fire Spr. Sys. 265-6" L.G. aF7B"l2GG 5' 24' 37- 15 5' 60' B�O� - WC.7�f%7 5' 5' 20' L�/us er�dE�dS�a.�s �S• Remove 10" RCP and Headwalls, -A0/,-7V E/. Regrade Sod 2" Blow Off Valve -Ern TGr4P C4gf110'i Line LI) I i i i i i i i i i i i i I i i i L i i I I I i WEIR INVERT SHAL BE SET AT 58. TH W/A WIDT OF 3.0 FEET U) toy � ele v. 58.8 Q bottom el V. 57. ,3 ul 110' 284!:2O 1-1'--114;1,-7 VIA-- Avg 28Z f 71 pnv///e V,-- -257--' /`7�//ar�vi//e 4 ve ,2878 /`'le//vnvi//e �4 ve_ Ul �t W e/%/7vi//� 4 ve_ I V1117117111, �4vE -254,21"` 7e/%rwi//e 4 ve 2848 /`'%//Orlvi//e ,tel ve . . . DUMPSTER .A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7-1 DRAI NAGE BASI N - 85,870 51= - 24' 20' .5' 0 Verify Open -Gut Roadway with Sanford Airport Authoruty,prior to bid_ Repair Roadway 10" Limerock, 2" Asphalt. Wet -Tap 10" Water Line Add 360 L -F. of 10" G-900 PVG 4" Tee 4" G 00 PVG 1" Pot. Water eter / B.F.P 2- Irrlq_ Water Mete / B.F.P �� 5 I � C L 3 0 N X W 1 APPROVED BY W WHITE PAINT Vj N 4" STROKE 4 PARKING BY DISABLED M WIDTH PERMIT 13 LL M i ONLY o O afi O Elea FINE CITY ORD- 3211 3" SQUARES 4- 2"ALUM. POST. - x INSTALL AS INDICATED IN SIGN DETAUS ABOVE LEFT r PAVEMENT MARKING RESTRICTED PARKING SIGN PEDESTRIAN RAMP - NIS SEE DETAILS ABOVE NP; CURLS - BEGIN STRIPE AT RESTRICTED PARKING SIGN (TYPJ EDGE OF ASPH. (TYP.) CONCRti IE SLOPE; SLOPE WALK : —CENTER SIGN ON SPACE (i=1 g:1 FACE OF CURB FACE of C RB 4" WHITE 4" WI HTF PAINT o 4" BLUE ti PAINT a.. s� 45° wHrr>•r (TIiF.RMorLnsTlc) � 10' 10' 5' 12' STD. SPACF STD. SPACE WALKWAY HIC SPACE PARKING AREA MARKING AND SIGN DETAILS NTS 3000 psi Concrete Pavement ` Top 12" of Subgrade Compacted to 9891' Density (ASTM D-1557) Any Fill Under 9896' Compaction Zone to be placed in 12" Max. (Loose Measure) Lifts; each Lift compacted to 9596' Max. Density (ASTM D-155 Concrete Driveway Detail 7-0_.5/426• -'�E567 OPENING IF INDIGATED T_OL7r/ue.- -1545 if 7-C7 - 555' 4' OPENING Flume Detail Scale: 1/8" = 1'-0" S: Aluminum .skimmer OPENING Overflow [Detail Scale: 1/8" = 1'-0" CZE7-><1-!E5 -7-//-7g) SANITARY MANHOLE T❑P=58186 EI INV=50198 WI INV=51100 SI INV=58108 moi"' G/ Wc7ter 1`7Q11-7 (2�ist_> 0 REV. # DATE BY - I�(armit Number: O3-300 10"VCP (Existing) Fire Hydrant �i " G-/_ Wc7ter /`-16711-7 (�Fxisf,) .�8 fh Street 8" D.G.V./B.F.P. Fire Spr. Sys. 265-6" L.G. aF7B"l2GG 5' 24' 37- 15 5' 60' B�O� - WC.7�f%7 5' 5' 20' L�/us er�dE�dS�a.�s �S• Remove 10" RCP and Headwalls, -A0/,-7V E/. Regrade Sod 2" Blow Off Valve -Ern TGr4P C4gf110'i Line LI) I i i i i i i i i i i i i I i i i L i i I I I i WEIR INVERT SHAL BE SET AT 58. TH W/A WIDT OF 3.0 FEET U) toy � ele v. 58.8 Q bottom el V. 57. ,3 ul 110' 284!:2O 1-1'--114;1,-7 VIA-- Avg 28Z f 71 pnv///e V,-- -257--' /`7�//ar�vi//e 4 ve ,2878 /`'le//vnvi//e �4 ve_ Ul �t W e/%/7vi//� 4 ve_ I V1117117111, �4vE -254,21"` 7e/%rwi//e 4 ve 2848 /`'%//Orlvi//e ,tel ve . . . DUMPSTER .A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7-1 DRAI NAGE BASI N - 85,870 51= - 24' 20' .5' 0 Verify Open -Gut Roadway with Sanford Airport Authoruty,prior to bid_ Repair Roadway 10" Limerock, 2" Asphalt. Wet -Tap 10" Water Line Add 360 L -F. of 10" G-900 PVG 4" Tee 4" G 00 PVG 1" Pot. Water eter / B.F.P 2- Irrlq_ Water Mete / B.F.P �� 5 I � C L 3 0 N X W 1 APPROVED BY W Vj N 4 �do�� 13 LL M i o O afi O 4- 0) VI IPRAWN BY KJS ICHEE^C��I--C----EE) I� PA7E Dec. 2001 JOB NO_ X c5CALE SHE OF X .6*) V 3 a L C) PROJECT LOCATION PLAN AT SANFORD, FLORIDA PREPARED FOR: SAN FORD AIRPORT AUTHORITY WI LLIAr-1 R_ I`'I I LLER - GHAI P -,"AN JEFFREI' G. TRIPLE 11 - VIGE GHAIR"AN O. CCEOFFREY LON05TAFF -- SEGRETARY/TREASUREP, GLYDE H. "ROBBIE" ROBERTSON, JR. - "E"BER GOLONEL_ GHARL.ES H. C IBSON - I"IEI"1BER BRINDLEY B. PIETER5 - "EI"1BER KENNETH W. WRIGHT- I"IEI"IBER SANDRA 5. GLENN - I"IEI`lBER LON I<. HOWEL.L. - "E"BER LARRY A. DALE - PRE5I1DENT 4-: GEO VIGTOR D. WHITE - EXEGUTIVE VIGE PRESIDENT STEPHEN H. GOOVER - ESQUIRE RE, Sanford circ �'r•e�c��tion Div. Dates p �� nI E F NG pEPi' CCF CONDIT10 ISSUED SHAL(, 6E `i ar TCS "O O WITH F ITY TF: ipTO EF_ H fr ECHN!C,U. VIOL ,E ANY OFTHE [ c F?ibliT F ir" �.VODF. " NOR SHALL. t' G 0Rffi ONFTFII r UIRING A BUILDING RREC IONSI' L_ ,rvS, CON ORREC- OF THE STRUCTIOM CODES OFFICE COPY LIST OF DR--,AWIN0-l::3 SHEET No. D ESG RI Ir 1101 �' S-1 PROPOSED SITE PLAN S-2 LANDSCAPE AND IRRIGATION 5-3 EXISTING TOPOORAPHIGAL SURVEY A-1 FLOOR PLAN A-2 FOUNDATION PLAN A-3 ELEGTRIGAL PLAN A-4 ELEVATIONS A-5 DETAILS DET001 GITY OF SANFORD UTILITY STANDARD DETAILS DETO02 GITY OF SANFORD UTILITY STANDARD DETAILS DF—T003 GITY OF SANFORD UTILITY STANDARD DETAILS RE, Sanford circ �'r•e�c��tion Div. Dates p �� nI E F NG pEPi' CCF CONDIT10 ISSUED SHAL(, 6E `i ar TCS "O O WITH F ITY TF: ipTO EF_ H fr ECHN!C,U. VIOL ,E ANY OFTHE [ c F?ibliT F ir" �.VODF. " NOR SHALL. t' G 0Rffi ONFTFII r UIRING A BUILDING RREC IONSI' L_ ,rvS, CON ORREC- OF THE STRUCTIOM CODES OFFICE COPY c ,W ff to 11117E PAINT I 12" I o, PARKING BY 4" SIM DISABLED �^ WIDIE PERuIr ONLY U. FINE � CIIY ORD. 3211 -- I -- 3" SWARE S 2" AL UN. POSI'. - 11CI'ALL AS IMICAM) IN Z- SIGN WTAI1.S AM LIFT MUM MARKING RWIRI= PARKING NLS SIGN NIS CURE •i TWIN SIRIPE AI' EIM OF ASHI. (TYP.) (CINME SIM: WALK G:1 FACE (11 (NLRB I'A(E OF CU18 -, h" WHITE PAINP — 11401RIM RAW - SIIL LiiUU ADM �- RPSIRIC111 PARKING SIGN ('IYP.) i-QM1R SIGN (N SPACE I I I l i WIIIE 10' 10' 5' 12' Sill. SPACLI SIU. SPACE WALKWAY IUC RACE PARKING AREA MARKING AND SIGN DETAILS T� N IS R- ---- ---- .3000 psi Goncrete Pavement T_ C�.S/nb.- 55.5' 41 OPENING Flume Detail scale: 1/8" ^ T -O° ,41/um/num .a�,Elmmsr OPENING Overflow D eta i l �a ,ale: 1/8" = T-0" SANITARY MANHOLE TOP=58126 EI INV=50198 W. INV=51100 S. INV=52.08 �5„ Gi wafe1-- /'1C7/-/ (2�X�S7-.,) (Exioting) Fire Hydrant G_/. Wafer- /`7c7/r7 (EXist� v INV -54I62 Verify Open -Cut Roadway with (,5XI� f ®��wQ`/t1��- anford Airport Authoruty,prior to bld. -7 7 0"1 F4:0 F t J �Repair Roadway 10" Limerock, 2" Asphalt. ��®��`j "�� Wet -Tap 10" Water Line �• 8" D.G.V./B.F.P. Fire 5pr. Sy --,.2 2o Add 360 L.F. of 10" r.►'°� C-000 PVC 5 24' 37' _ 1 _ Go L 10� >0' 24' _ \20' 5' F�/u� t�redEnd Stial 7s 5. i Remove 10" RGP and Headwalls, Xist. 55".50 40�/r7E/. Regrade Sod j 2" Blow Off Valve v� Gp U2 OP End -Cap of 10' Line II a (,G— wX&t, .Si47e( WC✓/k to L() T.C�.OverPativ Flume: 5 5' � - - _ - ------ - � _ _--,�lurninurr �kirnmer �-� 1Xr s � ' C' 4" Tee J . X8.85' . . !� . 5.85' �, 4:'G4000 PVC LI1 X -- - `r P .cpoir Broken idewaik I � R 10771 - Existing rt wry 1 _ �_--- CJ I I I T.O.M.H.:50-2/ ' ill I f -t-71 lI� I I I I N. Inv.:54.10' / 8" VC I nv.:55.02' / 4" V _ P �1L U I I I �.w. I nv.:55.02' / �" \/(--p 'I Ill I I i W. Inv.:54.15' / Fes" VGA' ! I I �-- _s--�_.•...��.� l- �� Ire 1 0 0 1 v J ZZ 0, I I I I Q M I I 5.75' I I I M M I I ( I II RIDGE OF D-.IVE \ ZL I i fa �.. I I II _.58.75'' I I I M IIIMII I T.O.Curb G" above drive jllall I I I 1� I I 58.50' I U1 In QI�I� ++ ss r C) I I I I I U 58.2 10"VCP .......... REV. # DATE BY: 1 D 1 D c � E I ZF U 611- 'k �I L V1 r �G.40' z� F2IDCCE O� CDRIVE is •1 `, r 0 Uri/t �4� �r N L h 7/t r7 O O W .- c ,W ff to 11117E PAINT I 12" I o, PARKING BY 4" SIM DISABLED �^ WIDIE PERuIr ONLY U. FINE � CIIY ORD. 3211 -- I -- 3" SWARE S 2" AL UN. POSI'. - 11CI'ALL AS IMICAM) IN Z- SIGN WTAI1.S AM LIFT MUM MARKING RWIRI= PARKING NLS SIGN NIS CURE •i TWIN SIRIPE AI' EIM OF ASHI. (TYP.) (CINME SIM: WALK G:1 FACE (11 (NLRB I'A(E OF CU18 -, h" WHITE PAINP — 11401RIM RAW - SIIL LiiUU ADM �- RPSIRIC111 PARKING SIGN ('IYP.) i-QM1R SIGN (N SPACE I I I l i WIIIE 10' 10' 5' 12' Sill. SPACLI SIU. SPACE WALKWAY IUC RACE PARKING AREA MARKING AND SIGN DETAILS T� N IS R- ---- ---- .3000 psi Goncrete Pavement T_ C�.S/nb.- 55.5' 41 OPENING Flume Detail scale: 1/8" ^ T -O° ,41/um/num .a�,Elmmsr OPENING Overflow D eta i l �a ,ale: 1/8" = T-0" SANITARY MANHOLE TOP=58126 EI INV=50198 W. INV=51100 S. INV=52.08 �5„ Gi wafe1-- /'1C7/-/ (2�X�S7-.,) (Exioting) Fire Hydrant G_/. Wafer- /`7c7/r7 (EXist� v INV -54I62 Verify Open -Cut Roadway with (,5XI� f ®��wQ`/t1��- anford Airport Authoruty,prior to bld. -7 7 0"1 F4:0 F t J �Repair Roadway 10" Limerock, 2" Asphalt. ��®��`j "�� Wet -Tap 10" Water Line �• 8" D.G.V./B.F.P. Fire 5pr. Sy --,.2 2o Add 360 L.F. of 10" r.►'°� C-000 PVC 5 24' 37' _ 1 _ Go L 10� >0' 24' _ \20' 5' F�/u� t�redEnd Stial 7s 5. i Remove 10" RGP and Headwalls, Xist. 55".50 40�/r7E/. Regrade Sod j 2" Blow Off Valve v� Gp U2 OP End -Cap of 10' Line II a (,G— wX&t, .Si47e( WC✓/k to L() T.C�.OverPativ Flume: 5 5' � - - _ - ------ - � _ _--,�lurninurr �kirnmer �-� 1Xr s � ' C' 4" Tee J . X8.85' . . !� . 5.85' �, 4:'G4000 PVC LI1 X -- - `r P .cpoir Broken idewaik I � R 10771 - Existing rt wry 1 _ �_--- CJ I I I T.O.M.H.:50-2/ ' ill I f -t-71 lI� I I I I N. Inv.:54.10' / 8" VC I nv.:55.02' / 4" V _ P �1L U I I I �.w. I nv.:55.02' / �" \/(--p 'I Ill I I i W. Inv.:54.15' / Fes" VGA' ! I I �-- _s--�_.•...��.� l- �� Ire 1 0 0 1 v J ZZ 0, I I I I Q M I I 5.75' I I I M M I I ( I II RIDGE OF D-.IVE \ ZL I i fa �.. I I II _.58.75'' I I I M IIIMII I T.O.Curb G" above drive jllall I I I 1� I I 58.50' I U1 In QI�I� ++ ss r C) I I I I I U 58.2 10"VCP .......... REV. # DATE BY: 1 D 1 D c � E I ZF U 611- 'k �I L V1 r �G.40' z� F2IDCCE O� CDRIVE is •1 `, Unit (� 0 Uri/t �4� L h 7/t r7 4 -- rXI T o.Curb G" above drive 0 -I 58.00 58.25' C 58.5G' % �._ �Sg75� �y ......... i............ , _ ...... ....... . .ter .......... .. . cv 1 �v L1 DRAWN BY Kis JOB NO. zv_� TAi3t�10N: d Sttn Area 398 574 Sg Ft..100% Ing 26.610 SgFt. = 6% kovrb- 5-C 882 Sq.Ft, n 14% v dlc 1,605 5g -Ft. = 1% d Impervious Area 84,558 Sq = 21% dsoo,reJGrEerr Arncr> d P&Mous Area 313.716 S%Ft = 79% N,RKING GAL.GULA-1I0INS: :kg Required SgFt Spaces x" f >r arch (2) errvloyew of brgesf stdit. m space Per c-pa>y vekle. -40 people / :rrmvbYear� (W) Pk- (2) V-hk$- 22 Vet"es rl Req iksd Pakkrg 2wei0cm t101VG PR��noty. ndwrl lO x 29 Pa kAv Stat 59 gxrw dlcop 12 x 27 Purkkv Sidle 3 spocos ,I Porldrg PrVM d 62 spaces 7vartmad Door / Porl*V Spacao PraMed .AND5GAPE GENERAL. NOTES THE V*NDSCAFE GOTY117PG1011 R.AISHAL L RNSURB THAT WODoeq Nor NfEFI.IPT ESTABL.�iIED OR PRGUEG(ED PtNAC�E RK PATTERN. THE LAdNrJLJC.:A('f= GONTPAGi'0Ft sl tALI. INFURU ADP-GiUATE VEKIICAi_ Df2AINAGE IN ALL PLAN, BEDc fWD PLANTYT�i. VEZIIGAL DRJWNG Tl IR011GI I ANY GOMPAG TED RLI TO NATNE 501E SFHALL BE PGGOMPLISHED TO INSUP DRAIN! CSE. THE LtVA',,SGAPE CONTRACTOR SHALL. BE RE5PONSete FOR ALL MAfFI3A1_5 AND ALL WORK AS GALLED FOR ON THE LANDS M PLAT` 5. THE LST OF PLANT aUUAN I iRE5 AC.CQMPA11NG THE PLANS SHA . BE USED A5 GUIDE ONLY. CON TFAOTORSHALL VLwIFYALL aUA1 niE5ANDRgPmrANY DLS_ ANGIES AT TIME OF DUPING. ALL. PLANT MAua4AL_9 SHALL BE GR^mv FLORIDA No. l OR BErTER. AS OUTUNIA UNDFTL GRAPE.., AND STANPARDS FOR NURSERY RANTS. DN490N OF FLAW INDU5FRY, SrAIV OF FLORIDA, UNLESS OTHERWISE NOTED. ALL PLANT DED5 SHALL. W TOP DRE55ED VW -f 2MIN. SHREDPFV GYPPE05 MUL.GH. LANDSCAPE COMPACTOR SHALL BE WHOLLY RESPONSIBLE FOR SrABIUTY AND PLUMB CADI`1 K7N OF ALL TREES AND SHRUB' AND 5 LALL BE LEGALLY LIABLE FOR ANY DPMa C ALjOED BY INSTABILITY OF ANY FLAW MATERIALS. STAKING OF TIEES OR SHRUBS IF DESIRPV OR REGIULSTED BY ThIB LANL75CAPE DFSKvhIER SHALL. BE DONE Uf1LI�iNG A METHOD A095ED UPON BY LANDSCAPE DESIGNER LANDSCAPE COMPACTOR SHALL PI5P0�,E OF 5TUMP5 AND MAJOR ROOi5 OF ALL FI.PNI"5 TO BE RE710VE12. tWY DF GANGED 13Y RFI-IOVAL OPERATU LS SFIAL.L BE FILLFIJ WITH F> RfILE FRIABLE SOIL, PLACED AND COMPACTED SO AS TO R _e-, ,ABL stl PROPER GRADE FOR NEW PI. AN11NG5 PND/OR LAWN AREAS. RNLH GRADE BEFORE PLANTING SHALL W 137 BELOW FINISH SUWA.GE OF 'L,D ELN r PAVING OR TOP OF AD..IAGRYr CURB''. THE L ANSGAM CONTPAGTOR 5 ge5powIB4x= FOR TESTING PROJF,Gr 501L. THE LPNDr�CAPE corlrPAGrOR sF1A1L VERIFY THAT THE SOILS oN SFTE PTS AOC,P.PrPBLE FOR PROPERC4247WTH OFTHE PROPOSED PLANT MATERWN_ SHOULD THE CONTRACTOR FIND POOR SOIL CON1:4TIO 19, THE C WNER AND LAND -,CAM DE51ONFR MUST BE CONSULTED PRIOR TO PLAMING. '. ALL GP,6059, AND EXISTING COt, fTIO NS SHALL W VEFFIED BY THE C.ONTRAGTOR ON ,SITE BEFOM GON5TRUC ON BEGINS. ANY DI5CP PANQES SHAD.. BE BROUGHT TO THE ATTE14T10N OF THE LANPSC. APE DESIGNER. 2. ALL PROPOSED TREES TO M INSTALLED EITHER ENTIRFI-Y IN OR ENTIRELY OF AND FLOWING. PLANTING BEDLINE'a ARI= NOT TO BE OBSTRUCTED, '.a- MOO H T ANDSCAM CONTRACTOR SHAL1_ PEVEW ARCHREOTUALAFI`�NG PLANS TO BEGOME'THPOUC41LY FAMILIAR WITH SURFAG'R AND 5UB 5URFAGE UT1LtI IE.s. L ALL CANOPY TREES TO W A MINIMUM OF V DIAMETER MSA SUR E? 4.5 FT. ABOVE GROUND, WITH A MINIMUM HEIGHT" OF 12. 3. EVERY F 0554BF - SAFEGUARD SHALL AL.L Be TAKEN TO PR0 1=Cr BUILDING 5UWACE5. CC uipmFNr PND FI.1RNe"NGs. LANDSCAPE ccwmaGroR SHALL BE RE,r- POt-ISLE FOR PNY PAMAGE OR INJURY TO PEP -SON OR PROPERTY WHICH MAY OCCUR A5 A RESULT OF H� NEriL1GENGE IN THE E>GGIT10N OF TFE WORK k HEDGES DtPIGTED IN 114E5C PL.ANO SHALL BE CONTINUOUS, AND A MBNIMUM OF 24 IINCFI[ i IN HEiCA-IT AT THE TIME OF PLANTING. i. AL1. PVW11NC3 SHALL BE IN5TALLED IN ACCORDANCE WITH PROFi"-'_._f-.�IALLY AND C�171FpA1 L•Y AGGFPTYs7 COI�MERGW_ PI AJYTING PRO� .5. LANDSCAPING SKA)L BE IRRIGATF37. 7. GWN1�.7Z Ea FOR THE PROPER MWN-TY2VAINGE. OF PJJ.: LAI+IDc.,C...^PING, PUTLSI.1PNr TO CITY OF �WFORD LAND D1=VE1DPt'IF.NT CODE PND ZONIf� B. THE DEF1G fED C,& -- Y TREE SPED r. MAY BE ALTERED WIIH LEGEND BUILDING DEPARTMENT - SBC CODE COMPLIANCE 1, TABU=- 500 AND Goo GOMPL IANGE Wl FH TABLE . BUILDING 1, F. FACTORY - INDUcIRIN "Type N Ga�vtrucikxt OkMILE S F_-21.000 9.1', UtWA+,fed / Unprotedcd W 5 Ff16.670 S.F. AL.OWABLE HEGHr-55 FT. FKOPOSED HF)GI-ir=22 Fr. BUILDAJC 1. 'F. FPCrG" - INDU51RI^L7 T'" N GarJfrudbn ALLOWABLE S.F.<Zt.000 S.F.. Urvprwdied / UrprY:rt�^cted PBL>~SFFIF�]G�HT�i Fr.' PROPOSED HEIGHT=22 FT. GOMPL.lAINC.E WIfFi TA&..E 600: RQwTFD WITH TW0 HOUR FIRE WFVa0TWWDAPG.NEG1PENr 5HALL BE REQUIRED TO OBTAIN It,IDN1DUA1- MPMFT5 FR" TO OCCUPANCY. ENURE BUII, N 15 DESIGNED IN AOGORUANCc WIM S.B.G. 1606 FOR IOD MRH WIND AND 20 P.ra.F. - LIVE LDAP ALL BULDING5 ARE OVER 100 FEET TO PROP R1Y LINES. FLORIDA AGGE551BILITY GODS - BUILDING5 BUILDRNGS ARE "; N COMPLVWGIw RF01R z FLFIIfEGfURN.. PIAtJS FOR FPOVISKJNS Pv REQUIRED BY FLOFm7APGGF_�.�1811-(f Y CODE FOR BUILDING GONSTRUCTION 4.13 5EGF10N % DA7FD NOVO IBEER 1997. WATER USE ZONES 'LONE 1: 39 SPRAY HEADS x 1 GPM - 39 GPM ZONE 2 19 SPRAY HEAD' x 1 GP`M =19 GPM ZONES. 5 ROrPKY F IEADS x 3 GPM =15 GPM ZONE. 4s 27 SPRAY HE^VS x 1 GPM = 27 GPM ZONc ri 9 SPRAY HEAD x 1 GPM - 9 GPM 5 ROTARY HEArn x 3 GPM =15 GPM ZONE 6. 19 5PRAY HV AVS x 1 GPhI a W GFM ZONE 7: 16 517PAY HEAD,' x 1 GPM =16 GPM ZONE 8: 19 PRAY HEADS x 1 GPM =19 GPM TOrA_ IRRIGATION 5Y5TEM DEMAND, 252 GPM (TOTAL) TAKEBAGK GALGUL ATIONS A) Toid Acrepga : 480.902 5.F / 11.04 acres B) Irrk .d F arB 54A,23 5.F, / 1-6 acres G) Potdrle Water Usage. 27.770 9,1 x .042 GPSF = B41 G.P.D. Uaoga D) Rvd rred Urxxpx 148 sprtnWe heads x 15 g in x 10n pd a 2220 Wd 10 s7x Ii le heads x 3.0 �pn x PTd = 900 gd Toad 5prkide' U-, ?52D Wd E) Pecbkned Usage = 2520 wd > 1{41 gpd rrr}ir>°rl F) We Ivmtm- Garrerailac 1141 Wd x .&5f: = 97OWd INT�ERIOP4 LAND5GAPE GAL'S 62 WW1,440 SPAGF_5 x 200 SF/EA - IZ400 S.F. PAMNG AREA 12A QO S.F. x10% =1,210 S.F. OF ItY11=.PXJR LA Ex APE AREA TE'CZUIRtD 3.748 S.F. ACTUAL. IVTRI4,0L LANDSCAPING > 1 10 P,F. RF_QUIREP-O K 1,21CJ SF'. rEaD LPNDc._�C.APING / 2O0 S.F. = 62 TRh�5 PEQUIIE:D ' 10 IIMII 7?AAL TREES INPICATE7 > 6.2 TREeS PEQUtPt37._O.K 0 PROPOSED TREE (2" Oak, 12' Tall) PROPOSED SHRUB (30" Ligustroms at 36" o.c.) PROPOSED PVC CONDUIrI' - 160 PSI (SIZE) i PROPOSED PVC SCH. 40 SLEEVE, INSTALLED PRIOR TO BASE CONSTRUCTION. 2" DIA. FOR I" OR SMALLER PIPE; 3" DIA. FOR I" TO Ph"; 5" OR 6" DIA. FOR 3" PROPOSED IF SOLENOID OPERATED CONTROL VALVE, 24 VAC (RAIN BIRD No, 150-PEB OR APPROVED EQUAL) , IN HEAVY PLASTIC VALVE BOX WITH COVER MARKED"IRRIGATION CONTROL VALVE". AS REQUIRED FOR PROPER IRRIGA`1'ION SPRINKLERS AROUND PERIMETER OF PARKING LOT SHALL. BE SHRUB RISER TYPE. FOR SPRINKLERS LOCATED 5' FROM FACE OF CURB, NOZZLES SHALL BE CENTER STRIP TYPE, AND FOR SPRINKLERS LOCATED 2' FROM FACE OF CURB OR EDGE OF PAVEMENT OR WALK, NOZZLES SHALL BE EDGE STRIP 3609 TYPE. SIZE PVC AFTER SOLENOID FOR PROPER WATER DISTRIBUTION. HEADS TO BE ,SPACED AT I2' 0. C. �5" G/ Wd7fer- /`7a/r7 �,x/st., 8" D.G.V./B.F.P. Fire 5pr. Sys. �1c1d 5�i L_F. ofy8"/2G!-' 5' 24' 3T PlusMh`�C-ed �nL EC We ns 2" Blow Off Valve End -Gap of 10" Line 15-1 I01 L 1 1-4 I I 1 LO ILII � I ILII I I I I I I � I l l i l l III I I III`I IIIMII IIIMII I I M I I I I I M I I I I I�M I I I ISN I I I I I I I M o � j I foM I I ISM I I I�I I I I II I I M I I IIIMII I II M I I I I I M I I IIMIII IIMII III II I I I I i l l I I (Existing) Fire Hydrant Hater /`lairs xisf> Uc � x� Verify Open -Gut Roadway with ow Sanford Airport Authoruty,prlor to bid. t1107 7 70 0 04mw_ %MOW Repair Roadway 10" Limerock, 2" Asphalt. Wet -Tap 10" Water Lfne ® 225 Add 360 L.F. oN '�� G-000 PVC 15' 5' _ AGO' Z3/d - wdf%"1 5' �L. 20' 24' 20' 5' Remove 10" RGP and Headwalls 0"VCP REV. # DATE 13Y: Regrade Sod r ........................................ a a a \� o o y �s 4" Tee 4' 00 P\/G I I A DRAWN BY KJ5 JOB NO. X SANITARY MANHOLE T❑P=58,86 E. INS/=50,98 Wt INS/=51.00 St INV -52,08 �5" G/ Wd7fer- /`7a/r7 �,x/st., 8" D.G.V./B.F.P. Fire 5pr. Sys. �1c1d 5�i L_F. ofy8"/2G!-' 5' 24' 3T PlusMh`�C-ed �nL EC We ns 2" Blow Off Valve End -Gap of 10" Line 15-1 I01 L 1 1-4 I I 1 LO ILII � I ILII I I I I I I � I l l i l l III I I III`I IIIMII IIIMII I I M I I I I I M I I I I I�M I I I ISN I I I I I I I M o � j I foM I I ISM I I I�I I I I II I I M I I IIIMII I II M I I I I I M I I IIMIII IIMII III II I I I I i l l I I (Existing) Fire Hydrant Hater /`lairs xisf> Uc � x� Verify Open -Gut Roadway with ow Sanford Airport Authoruty,prlor to bid. t1107 7 70 0 04mw_ %MOW Repair Roadway 10" Limerock, 2" Asphalt. Wet -Tap 10" Water Lfne ® 225 Add 360 L.F. oN '�� G-000 PVC 15' 5' _ AGO' Z3/d - wdf%"1 5' �L. 20' 24' 20' 5' Remove 10" RGP and Headwalls 0"VCP REV. # DATE 13Y: Regrade Sod r ........................................ a a a \� o o y �s 4" Tee 4' 00 P\/G I I A DRAWN BY KJ5 JOB NO. X _ 199 X F- 57,75 X t 7=57.82 X - EL -57,55 X wq X � 7,7 2 X L- 7,4 EL=57,86 187 X . EL -58,36 188 x EL=59.36 141 47 ., SANITARY MANHOLE T❑P=58.26 E, INV=50,98 W, INV=51,00 overhead elec STORM MANHOLE T❑P=57,34 INV -54.28 144 49 ,140 WN -54,97 INV=54,62 51 EL=0,00 44217 39 38 33 45 200 206 XX x PW=57,54 ;RQ�57,34 57, 4 fl -T57, P557,25 2 37 4�0 x X x X X62:57,77 - ° 2 IN - -Q,00 I (H& x X EL=57.67 EL=57.44 E - 1 EL=S ,47 EL=57.32 EL 5 L=0,0 =0,00 205 209 � X210 ' X2 0 4 X 57,66 X� _ .46 = 56,96 L x,66 X 56 X -56,66 xE -56,46 =56, EL -58J6 EL- 7,96 L-57.76 =57.96 186 173 172 159 8 227 2 29 X X X X X_ X EL=58,4�L=58,46 EL .46 L- 36 7E -58.26 EL- ;x,38 8 � 3 101 19Q 89 84 C❑NC 2 � 232 31 185 174 171 160 90 46 X x230 x x X X 91 X EL=59,36L=59,36 EL=59,66 EL=59,0 ,4A 93 EL=58,36 _ ��,51 94 5 115 113 106 7 1?0 7 42"11AK � EL=0,00 175 170 161 156 147 233 x x oX X X X X 58,86L=59.26 EL -=59,56 EL=59,46 EL=59,16 EL=57,46 EL - ro 123116 -P 3 176 169 r 162 155 148 238237236 x x � X X_ X X X .=58,56L=58,76 EL 59, 6 ca EL=59,16 EL=59.36 LL=5846 EL=FCS; ,71,76 121 12! 119 :> 72 168 -u 163 154 E X 177 x _ x x X X X 7 -58,96L=58,96 EL p9,36 EL=59,06 EL= 9,36 EL=58.66 1 178 x _-58,96L=58,76 167 164 x EL A 5 9,2 6 EL=58,96 1U 117 5 EL=0.00 153 150 2442442 x X x x x EL= 8,86 EL=58,56 EL=61 .AW--, -7,87 71 70 o S 89 44 45 W 225.00' 28TH 10 " V 'tom P STREET 54 55 13 56 5 2 EL=0.00 321��8 5 81 14„ C 31 Q 13 Ak E � 60 _ITE 3§ CI- RK CD INV= .12 BRIDG PTK WASHER � ELEV, = 57.71 u 143 INV=fk516.21 01 9 6 ?��4 � 665 66�3 62 142 REQ/. # DATE BY: SANITARY MANHOLE T❑P=58,15 E, INV=50,63 S, INV=50,58 W. INV -50.77 STORM MANHOLE T❑P=57.82 W, INV=54,27 N, INV=54.81 E. INV =54.26 S, INV -54.88 SANITARY MANHOLE T❑P-58,57 N. INV -51.55 S. INV -51.64 Surveying inforrnratian 0> - <Itner .purveying Gornp. 3an-Ford, Florida I A DRAWNBY r1i5 5H ET OF X �Ao) EXISTING TOPO o Due to the structural design analysis by each inde endent structural steel manufacturer it will be the ene ' ' 9 y p general contractors responsibility to supply sealed o architectural drawings to the City of Sanford for obtaining the building permit. These drawings are intended to assist the contractor in lannin preparation p g of final drawings and will be made available ' to the selected contractor for their use, in Autocad Format, --14. It will be the general contractors responsibility p ty to familiarize themselves with the existing site conditions, prior to submitting a bid to the Sanford Airport Authority. a 225 0 A ° n cctj Qc 12'x 14' O.H.D. 12'x 14 O.H.D. 12'x 14 O.H.D. 12'x 14' O.H.D. 12'x 14' O.H.D. 12'x 14' O.H.D. 12' x 14' O.H.D. 12'x 14' O.H.D. LL I I I I I I I 3 I I I I I l I I I Q I I I I I I I ( I I I I I I I I I I I I Bay 1 I Bay 2 I Bay 3 I Bay 4 I Bay 5 I Bay G I Bay 7Ba 8 60' I I I I y T 13 1 4-' 41 43 Fluffed Split Foce .1"` 1.U- Dimensions NOTES: 1. Entire Building is Designed in Accordance with S.B.C. 1G0G for: 1OOmph Wind and 20 I.S.F. - Live Load 2. Construction Type IV, Storage Classification, 1`'lax. Allowable Area: 72,000 e.f. 3.Building to be fully fire sprinkled per N FICA 13 REV. # DATE BY: MOM 13 1 /0% /r»`erior w�a//s fo be ir�s�a//eco' cit `his �`ime ,4//�ersor�r�e/C�oar Hardware, C/osures 47r& 717ersho/6s to Z7e A Z7,�1 Z7 A11La1&0y.6 to co177`�r177 to L.i�� Sc�fefy Code, ,/8 "S/ope ,`ro177 le vel.61aZ7 to outside o�`stoop, DFiAWN BY Daniel Arecco Floor -'Plan 3000 PSI CONCRETE Grade —III—i I I� I I I I I I � I I— .:.. ,.�. •. •• •. `I�� Ill �i ''o`•' 4. :. (2) #50 DOWELS 12„ oil (2) (3) C4� SEDT/ON A 12"X10"FT'G Scale: 1" .-1'-- O" ANCHOR BOLTS OR EPDXIED BOLTS PER CONTINUOUS 'TURN -DOWN" EDGE ENGINEERS APPROVAL AS PER DETAIL 12'X 10 FTG" BEYOND GONG. PIED. 3000 PSI CONCRETE .4 Grade 4 t[1 4 (3) #5rC/ oLS CcP /° O.C. �, 18" IN LENGTH, o.G.E.W. I I—I I 1, -El I II I I� I 1- 44q 4k. • (2) #50 DOWELS CONT. @ PERIMETER FOOTI NG5 24" X 24" GONG. PIER sEcria�v B 2'X2' SIDEWALL. PIER Scale: 1" = 1'- 0" 25 ___ _ _ .. _ - _ 25 -- -25 2,15 5" Thick Cdncrete Slab I mamma i n i S h ed HL,.,; wt� ewPr� or mem B ■ i I i ■ 20' B ■ A I 3000 psi concrete on 6 mill visqueen over _95% compacted clean fill dirt, that has been pretreated for vermin. Sowcut all control joints within 24 hours after placement of concrete, to a depth of 1/3 the thickness of the concrete. G Floor REV. # DATE BY: ANCHOR BOLTS OR EPDXIED BOLTS PER ENGINEERS APPROVAL CONTINUOUS "TURN -DOWN" EDGE (1) #50 i� (1) #70 HAIRPIN A5 PER DETAIL "f ro' X 10 FTG" AS PER FOUNDATION PLAN BEYOND GONG. PIER. — 3000 Pal CONCRETE 4 q• 4 4 4°• q q 4 ° 4 q d a q 5 #50 DOWELS @ o. O.G. 4. q 4 ( ) 0 0 0 40" IN LENGTH (2) #50 DOWELS • 4 GONT. 0 PERIMETER () #50@ 0"O.G. FOOTINGS 40" IN LENGTH 48"X48" GONG. PIER sECTory 'c" 4'x4' 51 DE WALL. PI ER Scale: 1" -1'- O" 25' - /__25 7NG B Control �B Joint P col) Aboon: I I _" G I I r w ■ ■ r ■ ■ ■ r ■ ■ ■ w ■ a ■ a ■ Foundation Plan �gl DP^\x1N BY Daniel Arecco JOB NO. 0 i I � ■ T' -- a ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ r ■ ■ ■ SHEE' OF ■■� (1) #5 Hook Dowel Filled Verltcol Gellty Ical C P ) x Not to exceed & O.G. �a Foundation Plan N 4 tV 0 Q a Q IAI Electrical Legend: t = 20 Amp, 110v Switch 3 = 20'Amp, 110v Switch 3 Way Telephone Outlet 110V Duplex Receptacle Water Proof 110v Duplex Receptacle =110v aucid'Receptocle M.H. Recessed Light Fixture 400w Metal Halide Light Fixture with 300 watt Quartz Restrike Lamp --400w Metal Ho' lide Light Fixture i AMA 220v Duplex Receptacle Exit and Emergency Light with B 9 y atter 9 y Pock 30 cfm Fan Vent with Light 8'Fluor. (Twin Tube Industrial Light � 9 f �4 r I I I I I I I I I b. t �o I =_ - I I 2 Sets of (4) 500 MGM, Cu (2) EY PVC; parallel underground to Pad -Mount Transformer %_'Iuu _1ICG1 v1 vu1 lu twin Grounded to Building I YPIL-ul (4) 3/0 Cu., (1) #ro Ord Cu. (THWN -- Cu.) 2--1/2" Conduit Typical, unless specified 1 v cLA%A I %-.'[ 11 1` I yOC.Ul) to 150A/P.B. 30,4 wire Photocell on Top Of West Wall REV. # DATE BY: 1" Lines to each Unit 8 Total Case Lines L.-. (2) 2" PVC Chase to PL at 1 location per Southern Bell Timeclock for Exterior Lights xo o� y r W IL o - h -9 I----- - ----�— - I q A CQ _____ _ - Telephone Gab. S i I I oil- I I � �y o I I I �4s IN" I c DRAWN BY Daniel Arecco GHEGK@D I DATE January 8, 2002 I JOB NO. I I x �o I I I I F Ir 1i Tf Tf li t( I_� xo 5HE OF --------- — ^ x electrical Plan 14 20 REV. # [DATE AF1 wo 14 20 REV. # [DATE Glass Door 3870 Personnel Doors / A.D.A. Equipped Tempered Glass .per Code. Galvalum r-lultirib Roof. Hiiffl =M ill Flutted-Split Face Pointed Block Gutters and Downspouts Canvas Canopy over Alum. Frames 17- )plit Face Pointed Block 4" Steel Pipe Bollards (typ.) (2) at each overhead door 12 1/2FP—,00f Slope �o� -5plit Face Pointed Block West Elevation 100 mph Overhead [Doors 12'x 14'(Typ.) 12 Roof Slope] 1/2 fon 12' PRAWN BY Oanlel Ar6cco JOB NO. X AF1 ..... a .11- 7- -F -1 1 ...... ...... -171 C ... .1 1. . . . . . ..... Glass Door 3870 Personnel Doors / A.D.A. Equipped Tempered Glass .per Code. Galvalum r-lultirib Roof. Hiiffl =M ill Flutted-Split Face Pointed Block Gutters and Downspouts Canvas Canopy over Alum. Frames 17- )plit Face Pointed Block 4" Steel Pipe Bollards (typ.) (2) at each overhead door 12 1/2FP—,00f Slope �o� -5plit Face Pointed Block West Elevation 100 mph Overhead [Doors 12'x 14'(Typ.) 12 Roof Slope] 1/2 fon 12' PRAWN BY Oanlel Ar6cco JOB NO. X V Elevation Elevation C C c 26 gOLJge multi -rib roof on '' " purlins 4" thick vinyl back, insulotion in top course, filled with concrete. ,o conopy over ,zXlurna game _.turol Steel Column "x -i if f IU / luttiEn-d plit Foce Exterior - 0 (�P each v rtico I poured cell .�C:.�. �oundo�rion drawing for ier� and slab slung ZZ U'i I d n g ection - LE) Flutted 3plit Face lock REV.# DATE G-0" BY: 2G gauge multi --rib roof on 'Z' purlins with 4" thick vinyl back insulotion 5tructurol Steel I -Ioin Frame 12 slope�1/2 See foundation drawing for pier and slob sizing GO 1,011 Building 3plit Face r DRAWN BY Daniel Arecco JOB NO. x 7A---w5OF x 0 h .o Q. C) V Elevation Elevation C C c 26 gOLJge multi -rib roof on '' " purlins 4" thick vinyl back, insulotion in top course, filled with concrete. ,o conopy over ,zXlurna game _.turol Steel Column "x -i if f IU / luttiEn-d plit Foce Exterior - 0 (�P each v rtico I poured cell .�C:.�. �oundo�rion drawing for ier� and slab slung ZZ U'i I d n g ection - LE) Flutted 3plit Face lock REV.# DATE G-0" BY: 2G gauge multi --rib roof on 'Z' purlins with 4" thick vinyl back insulotion 5tructurol Steel I -Ioin Frame 12 slope�1/2 See foundation drawing for pier and slob sizing GO 1,011 Building 3plit Face r DRAWN BY Daniel Arecco JOB NO. x 7A---w5OF x MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). * S.Jwn CUi rO',E th:::' t r. :: TIES SEE N'JTi '! J .PIAT SIZE i Or _/.ILT!HA TTPI;'AL PIPIE T9 $'' PIPE' -•4' TAPE IS GEffSHS7 ASAJi, TOP HALF OF PiPE. 1. PUTAYlLE WATER 90' BEND PA`/�ZIT (reP,) W/ ,:•'. :rr t1t•E // 13. LETfERINC: "CAUTION: 3EY/£R UNE FIN!SJi£D Gpt,CE . . . I A. COLOR: BROWN 'KITH BLACK LETTERN9. 1_,,,x.7,, 22'1/2' SEND P,i.,v ...: m i Irl � Z HALF Or THE PIPE WiTH A THiRD STRIP CEMTERrD ALCHO TC4' HALF 'LIF f IPE. 8. A ' J!.')R--COPED 14 GAUUE r"HT!HOVS RI,UTATED L OCATINC WIRE ;,!-1915. �i IFISTAL!%J A!O� rj ALL 11 1/4' 'MEND' r i rwwx •J,.t'x 1,•NA r?lfyE w,y yr1.1� N;f,*.' MI.rt'':'A •r z,,,, - 'R , a �' s Fz-,u=,' .--•-7z� / PLUG OR.VRANCN OF TEE _ ';Y Vn?Y. ;L 3, � PAPUR 8ACKFD A6?imSIE TAPE (TYPICAL) . 7" I.. 12' M ,L +! AJAX. rA I wrtxe krsi 1' V`Eltmc lyK!et W.w i IrfrHp i `Y i -?, COil:. j nr.- �.V'>�:! Err SHALIL PC USED. THE TAPE SHALL RUN r?OM J!)INT TO JOINT ' I ALONG THE PIPE. ' i • ,ePTAUM-.WATER._l, N. . " •-;., I t �J � , Ii. PIPE LUEN IFICAL �r.E 11w 2`�\ i1 Ir ""' % CITY OF SANFORD ' ' . FIG: 110 .. 1. , r� �F '14 1 CONCRETE ARCH/ 2" PORT WITH Z_CTION :•s 1 FULL ENCASEMENT . . I SH:El•EO TPY?rSH IJMYI-ET0 TR,U;! *a ! THREADED PLUG PIPE PLUG (TYP.) In' ialw q e .0 rk• '`I 2 EXYEW) THRUST BLOCY . FULL LNGril Or FITTIYID3. JOINT'S, ' - 2" NIPPLE 7i�N }../� I. I i 1. Cmf i; .y1 vulm AR FOR FORCE FITTINGS SHAL B RESTRAINED JOINT TYPE. : 1. ! SHALL'BE R N . '""'y?,U�'Y CAN I ( Y/ tt, 2" GATE VALVE t I 'i- r'rJl?: SEI NOTE 2 .",/I , . G" (Tr, )>., w TYPE' OF,, PIPE:-- �D1P ... 3. ALL WO'A) BL0:KIAQ NHAV �K PRL539RE TR_Af%D 'NITH , l G CO11 . S:. LAYIN NIIiTli7rd , ,D„/, '• SERVICE SADDLE, 6.' , ALL 1TIRUST BLOCKS SHALL DE ALLOWED TO SET FIYE (5) DAYS . .T1 `; _ UEFImE PKSSURE TEST111% 'JJ11-FyZ HIUH EARLY SERFNUTH SELECT C9',4':AON FITCTIN4;S AND C:1HCR%TE IS USED AND ELT/ HAS APPROVED A SHOWrT�R tq PF_RIOO. \�; �y �: .,�' . .' .: , FILL , :., . .. .� i:, i.l '�j 5" . )r��t Vit: / CONCRETE FOOTING" .. (INTEGRAL WITH PRECAST . '• STRUCTURE) D's9DUIC pgr,K It j 11 1 AC J Jlt! AR MPF ED*rJ,, 1. (1), 19' MAX. FOR PIPE DIA'.4f:FZH L_--:53 THAN 24', BE DETER- MINED BY THE EMOINEER AMU APPROVED NY THE CITY PRIOR TO , P . 2. THE MINIMUM DiVEHSP)N FROM TO? 0: PIPE TO FINISHED :tl \,k 1.< FHOTES: Fji,; SHALL BE 4,0 FEEL 1. PIPE n-e;'IIIb% ,•,!x':T v)MMr)rJ r1!J. Ce),N.1.".;rU 'fh' OiN OF THE IP,;,1,4um !. ;I, ... � :i 2. At.:mTb -r-},10. . - - 2. ihrT ,h 1 , La rJJM f..rJlt r7 LF1 r il^1HE AYJN . r,. rr r Jr '. . .c:t 1i10. fl)d10 U-1?S f,i 1 d „. 1 rIlt 4 YN?(E if!m1Iflrv r,L) 1L), ,`-�.'.- AFFEt.rED.�T,E .1:t;(;I!0)4 32..2.L or, VOUr( SCVj1 -,,L IDR UE010N MIX. . %. Yr - - -I r •r r' 115E V, TTPE A _iErr(i)a 1D b; G5r%rir11°1:.T1 liJ !:.__9 3.5 CiJR; T..1J d. 1FIs ,If`(, 4. 15' MA:i. FOR PIPE DIAMETER lF.:*S T7ir111 21', -Vo 24' MNr. FOP: PIPE Dlli4-.7ER 24' A%du ' . LAA!IJEp.. THE 'NM! )J'J?J UI3TAJIJ;E .',IALL ,-'A4%! f: " 971310,' VIANE(EN OF 111E POPE. . 'S. WATER !;HALL HOT DE P RM(iTFD IM THE TA" •i J': '''J('IH9 C9HSTRUctION. 6. AIL PIPE TO BE 1:,i5frV_!.ED WITH 'JELL fk!!•" ' ., i4 TO THE DIREC'rIOM Or (H. rim' "1. 7. r:: r •rr( r- ;2,• O THE )40)41. F'.: • :0000 AHD +ARA.INO IN FXCAYA-'15iir, ?. .p T) ftr.J ... F pTAILS 5HA!L K, MPLY YrffH STATE n5 FIV, 9A lFi` 1.'•°' ''+Err{ AOT. q. CRAVE lYtYrr : rI'V111 IJ(ILi7£ TYPE A Ir.", fI"'JUIREri i!Y INT 011. .IEP 1!i! 1 G r rH ; 1+ I i 1999 9 M H ,. A F r 1 , V z 1 -'r PI r r At1O l i.aCEP.. - 2., r •-;v r,:.f , i .-IJr t r7'ryl tt :��IEast DEPTH ?F ,d;::of.Wir, r;rr^. DS.F H r •R rc r, tr3.L ,Nl l r d rr,1 .. r•rl" •I. -'! I n. ,r-fHE OF n:-tf,.: r ,t,;•; •Jct' 1}IE T^ E. THE CIr7 _r.ta _.•f_t.l;,,• IF; i•I,q: FL,,. Ir P.EldO'JAL .r .,I... G.'!... ,:.,, . - , !. 8E'2U!Pr0 TO V.=BOH A vjml..3;!.f r(T,tI?;^:T .:;J. . eO. _ . A'I. J :IPO£D 5!1;^Q)!,1%-'1.1 _ O Arirt.? :: l!, 111.v. •"JC ' 'rrM%rr.rAOJAA;F?rr T)W.1 !E . tRAs::Poli.., 11. %: FRIA'L RF'1,rWIJT) 1 Irl IMPIJ'I/-O ((r - IAI.!..:' !%-I ::IAIPU,IHOE Y'IT&I A!J_ 1P r la'r, . BF.rJS:I SPY ai CRr rr'/ .,l11T4r „I: JJ r"r1: E s rp 4YJrJt! 'kITHI 1 Y.TTf ' Ir , 7 -• ;:•Y• SFIA!LC4.". Y'!Jr!rl SzSJUId.,I_.:J!;7r dJ,SJf `,r-ilF':f 11T!!.l7AT!OJJ �r;;11S11}().!1. TYP -A -1-- l�Nb 0�'_N-CUT QETAIL -11- (:1TY -.1 .I :1 C9F �;ANFOf;f.) 19:99. FiC;;, 1 oo MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). * PVC.,C-999/9915 .PIAT SIZE i . TTPI;'AL PIPIE T9 $'' PIPE' -•4' TAPE IS GEffSHS7 ASAJi, TOP HALF OF PiPE. 1. PUTAYlLE WATER 90' BEND i W rAtR,E WA(E1CVAlN POTA!S!,c, WATER MAIN,, B. LETTERING: "CAUll iH: WATER LINE 13. LETfERINC: "CAUTION: 3EY/£R UNE OZZY ' [!! [ 45' BEND 1O" TO IA* PIPE - 6" TAPE IS PLACIED AI.00 W..7TH SIOES OF TOP HALF DF PIPE. MAr Nom itfymm !RYA 0.174 TMIIN - f#m Y13.49 TN - -% A. COLOR: BROWN 'KITH BLACK LETTERN9. .. 22'1/2' SEND P,i.,v ...: m i Irl 20` AND LAR';Kfi PIPE -• TA,PE 15: Pl}.';ED 4)M IX14 5)1F,S OF TH£ TOP HALF Or THE PIPE WiTH A THiRD STRIP CEMTERrD ALCHO TC4' HALF 'LIF f IPE. 8. A ' J!.')R--COPED 14 GAUUE r"HT!HOVS RI,UTATED L OCATINC WIRE ;,!-1915. �i IFISTAL!%J A!O� rj ALL 11 1/4' 'MEND' ;7<m 3arn T. r r i rwwx •J,.t'x 1,•NA r?lfyE w,y yr1.1� N;f,*.' MI.rt'':'A •r z,,,, - 'R , a �' s Fz-,u=,' .--•-7z� / PLUG OR.VRANCN OF TEE _ ';Y Vn?Y. ;L 3, � PAPUR 8ACKFD A6?imSIE TAPE (TYPICAL) . 7" I.. 12' M ,L +! AJAX. rA I wrtxe krsi 1' V`Eltmc lyK!et W.w i IrfrHp i BLUE TAPE WITH 9lACK PEWAN£NTLY INPR,-rNATFG LET'T£RIW; 14 I . .1 . NGT -b. 1. FITTINGS SHALL AE RF° TRAIHEO JOINT TYPE.. . 2, IHST?J.i)_ ,FULL LENrTHS 1. irF Plr'r WITH TOTAL. LENrTH C,'(>t{r,gmt,!; i,;,!!.Y RraTRAIH£D JOINTS -EQUAL OR (41EATER THAN LENGTH.%i.011i IN TA9LF. I I . 3. ffHfF11: TrVO OR MORE FiTT1NC;, .!(.. 'TrJGErFlEf?, U.vE F1THH 9 `rrHICH YIELDS GREATEST LENGTH OF RL-` iRt,IHEU PIPE, . 4. iN LINE VALVES AND THROUGH RUN OF :Tf:ES OUTSIUF LIMITS OF Pi 51twt1£0 JOINTS, FROM OTHER 'FiTHMGJ ': NEEO NOT 8C RESTRAINED UMI, 55; DTiiEf Wi, . '.114. DiCATED. . 5. L EN,rTHS SHOWN IN THE TACLE HA -VE BEEN CALCULATED IN Ar.:(J0RJ' ANeGK WITH THE PROCEDURE OUTL MFI) 1M ".THRUST RESTRAINT'DE'"?G11 FCIr? DUCTILt IRON ' PIPE' A5 PUBL.!M-0) aY DIPRk WITH THE FOLLOVIPI AS.SUMPT!ON$: * rlf"E OF PIPE:..___- P'/C -_-• ,_,-. -I- ttJYORKItIG PRES.5l1RE1_--__."_.w P.�J..,,...,-. _ , -, P -SA, i, SUIL DEr1GMATIQH:_.1.___.._..;_. -.-..,--_-----'--•-- * LAYING CONDITI0H'3'___.__....__.__ ______ * TO BE COMPLETED BY TH1 E ll,'i?IEE'R . RESTRAINED PIPE .TABLE ( PVC -HDPE ) CITY OF SANFORD1999 F•I(3. 104A . L'Y.G-.f U_. =fl . YIs,TE1, ,VA)FI: DUNE, DEPTH OF 1,8 INCHES OR AS APPII9YED BY THE GTTY. . TTPI;'AL PIPIE T9 $'' PIPE' -•4' TAPE IS GEffSHS7 ASAJi, TOP HALF OF PiPE. 1. PUTAYlLE WATER .2" i W rAtR,E WA(E1CVAlN POTA!S!,c, WATER MAIN,, B. LETTERING: "CAUll iH: WATER LINE 13. LETfERINC: "CAUTION: 3EY/£R UNE OZZY ' [!! [ i ' s ,,.,7, ' i c.[�.c.I 1O" TO IA* PIPE - 6" TAPE IS PLACIED AI.00 W..7TH SIOES OF TOP HALF DF PIPE. MAr Nom itfymm !RYA 0.174 TMIIN - f#m Y13.49 TN - -% A. COLOR: BROWN 'KITH BLACK LETTERN9. .. ' "OAK •.Y.'T"i VEA F ,Nr ifAnh " P,i.,v ...: m i Irl 20` AND LAR';Kfi PIPE -• TA,PE 15: Pl}.';ED 4)M IX14 5)1F,S OF TH£ TOP HALF Or THE PIPE WiTH A THiRD STRIP CEMTERrD ALCHO TC4' HALF 'LIF f IPE. 8. A ' J!.')R--COPED 14 GAUUE r"HT!HOVS RI,UTATED L OCATINC WIRE ;,!-1915. �i IFISTAL!%J A!O� rj ALL .arm r,z na rzn ;� !rn 'cvn rrnoa ;7<m 3arn T. r r i rwwx •J,.t'x 1,•NA r?lfyE w,y yr1.1� N;f,*.' MI.rt'':'A •r z,,,, - 'R , a �' s Fz-,u=,' .--•-7z� / F :r:.PtS '41111 777PA .. 11 Af _ ';Y Vn?Y. ;L 3, � PAPUR 8ACKFD A6?imSIE TAPE (TYPICAL) . 7" I.. 12' M ,L +! AJAX. rA I wrtxe krsi 1' V`Eltmc lyK!et W.w i IrfrHp i BLUE TAPE WITH 9lACK PEWAN£NTLY INPR,-rNATFG LET'T£RIW; 14 SHALIL PC USED. THE TAPE SHALL RUN r?OM J!)INT TO JOINT ' • ALONG THE PIPE. ' i • ,ePTAUM-.WATER._l, N. FOR SEWER LIHES - TAPE SHALL 13E GREEN WITH BLACK LETT'ERINO. / . WITHIDEN1HIS 1S7K TAPS � , . PIPE LUEN IFICAL :1 (•201ADL WAILE) . CITY OF SANFORD ' ' 'i 999 FIG: 110 OFEXIb`T1TtE E LCUTEDGE TR_11C11 mum YAP.! . ' $U NOTE 9 OF CX PAYMENT (TYP,) W/ iln Uf PIPE FINI.11r11 ON;,D_ . I // / T.. I71H. A.Pr:. ..-1 r , r' r-t.. . / L .�NFLdte r;i'IFaIEJIT{ - -j ?fly/r Is L'IJT >� ' j': :.i4A-V MAY YA.Mf , z 11 :E SEE PI'J'tE //f } ,,./7: 1 r: `/ F i./,�' .. 147 4 � -{ f .._ tE 1 / PIPE U U `r . e - -..- f SELECT C MMON C, � . / j FILL - W (.",EE NOTE 3)/ t • f•. a rr ^t •i r-' 1 ! 1 r 'T _ , , 1 r I.„...., i PAr`T_D TO J. ., rFl MAY,a J. J _ .. �iTY P.a .. 5•,I..^,PITO r-im. ^ Y 7 7 . 7. 1 , U A.,..J 0 95;5. rJ. a.Y..1AUM L 1 r AS . _. 'T J.,.S BACY•r...w ., J„ •,....i rl..., (J F T f _.. ?T.', rT0 T••1 rJ. FLS, -w, w E f!LL, 1:10-12, P.S,I„ SHAI! BE UFED 'NHsd_ FXI ,hil, PAVED A"EAS ARE AFFE(JfFP. SVF 3Er,'IJUN 323.4 OF Vf1L}rIES )VNIUAL FOR UE51CH I!IX, PIPE DEDDINO VTILIYJ;IO S;ELE:f UOA;ATA FILL OR ?EV101.' R`JCX iN AVf,Q,POAil'.'E YJITH TYPE A r' r 0 Ertl MAY NE (JCr IJIRED A.'', 011a'C'rEO BY THE CITY. r1EaDl'4G A1lO (RE, I..rl FI 0 L Y I 4, 1 i' MAX, TCII PIPE VIAN:TEri; LESS THAN 24" AHD 24" FOR PIPE DULL"TER 2i" AHO U'RIul%p.. THE )AIHJh11J?A Oi,srAt4C£ FIA! i £!,UAL THE DUTL!DE, DIA;AE7£R OF 'J'HE PIPE. 5, WATER SHALL NOT BE PEYMITTEU II! THE TRENCH DURIMO 1,ON5fRUCTION, b. AJ_I. PIPE To VE IN 1'AL1E.D lVl''d KILL FA{'IfR) ijmtRExA;u To THE DIREC,`r1UP! r)F 'THE FL OXY. y , r. . !• r r 1 a' Nr ,r D Y. n _ !.. li£ lA rrUA. FOR SHE r ! I f1c7r.CINC IN ,.2dA ON'=. 7. f'arE TO 8E_TIJfJ 5 � OF r ETI r R .;HILL mmpf:r 'NIT.! f;rArE OF FLOHIDA iRVICH SAFErr Aur. $. FINAL RESTORATION fif IldPr!rJ1':0 t,R"cA5 SHALL 9E III COIIPLIA'rlf,= WITH AIL J'.FPLICA9LE !irrJlJ�(I0MS OF rA- YFR?Vi#. APNr:IES. ;WrFA':E XESII,AT!):! wilmN CJrY wuHr-Ur'-WAY "i!A!L C,DMF'Lf Pllrrl _U!1!!!,.AEJJ'(S OF RIGHT -UF -WAW` Ufl.'•.L.Ar!ON ACoiJi'rl,i{: 9. �0.1. UMPA'/ED D11! 1UR I .0 Aq:.r,i EFL +:!_L B= .F,ODDED TO MATCH ADJACENT Dpt.JI?I.ATE DNA:,",, _:',C'I=7. TYPE 8 BEDDING AND QPEN-CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TP,Ei•N:N y - :irk LIMITS �F iTd%� 15 itd1N' ,Y4 xV.Rs AILARUUND o AP•OUHD PIPE.) e �tr f.. "Am. )AH. (7YP.) I TIE ROBS IHCLU9INO 4 x 4 x 1/2' NUTS AND Y/A5HEIP; HOT T0IPPFD C,"' IHIZED (SEE SCHwac BELOW) OR 81ARs F.35 5Ti EL__• �_a-- C (9' MIN.)DEA�IIPM1!; PLAT£ ?lECF!AidtIJA (TYP.)JOINTS /4 BARS . . ill I I ¢- - EARTH . :t 1,• � _ I , 0W-0" MIM. '"SEE TRENCH DETAILS F(SP. PIPE 9EDNHN , EN,!:Ar,E TiC RODS IN '-'f 3' COVERREWAP.EMENT5 1-1/2' PYC 511_'E't£ fiOTF,S: 1. A001410tlAL REINFWCSMEMTb SHALL 9E AS SPECIFICD 11Y THE EM0!,yssR• 2. MHIBAUM COJIP11013 E STRErltiTH FOR rDNC ETE SHALL 9E '3+009 P31 3. AEU910, 9ACKFILL. At!D C%I1'Af;TIrJH $HAL L BE A. 'PECIF!ED ELSEWHERE IN THE : ST•A?IUARD URA.WIN05. .i, ALL FORM DOAS(OS SHALL BE PEMOV.D PRIOR TO SACK;ILL. 5. 140 Ailenl�,71:E SHALL. 8= onE FOR rRICtv)m fRE'JKN4 THE PIPE WALL A?19 THE T11RU51 COLLAR. ,, OESI(Si! PRF_53URE: __P.5.1,s SCHEDULE OF DIMENS10NS AND MATEMALS * PIPE !)Wx_M! W)1119 7!f. AADS A."I'D rU:r (MITI?,) A 9 C D DIA. MO, n,,TS: M;t+.% e'_?•!x +t!.!3 TO :t V)JA Vix9 .11 M515 m____..__._ T_nl. i.e.. M. F,. 'Y)IE i:51i'JJt,r (I,i'�*J Nut) 9:P19,IU, bEE mum S IJ !IE i° f, 9 rJr ril7':ri�:+. WAT��MA/N THRUST CO��TAII . . CITY OF SANFORD 1999 IVIG. 105 1. GROUND LEVEL la" I VINYL CONTiNUO)JS lIAX, 36' WARNING TAPE MIN. TYPICAL UTILITY PIPE (PIESAi,..hOt �1 A. ALL UTILITY PIPES SHALL 9C Iti.TAILLEO WITH 6 INCH •MIUF YRIYL COM11HUOUS 14014 - METALLIC TAPE, FOR i)EMTW!CATi0H ANO WARNING PURPOSE!, BURIED A90YE TH.F. PIPE AT A MAXIMUM DEPTH DEPTH OF 1,8 INCHES OR AS APPII9YED BY THE GTTY. rr SHALL BE COLOR CODED ACID WORDE9 AS FOLLOItS: iv -1 4" 1. PUTAYlLE WATER •3. GRA.YITY SEWER A. COLOR: !FLUE WITFI 91 -ACh LETTERING. A. COLOR: OKE fl 7fITH B!A,'K LETILRIII9. B. LETTERING: "CAUll iH: WATER LINE 13. LETfERINC: "CAUTION: 3EY/£R UNE BURIED BELOW" OR SIMILAR WOMH:. BURIED BELOW' OR SIMILAR TIDING. 2. R?r01MED WATER 4. S>^N:R FL`tl;E V"I A. COLOR:PURPLE WITH RLACY, LCTFER.INO. A. COLOR: BROWN 'KITH BLACK LETTERN9. 1 r D. LE7TERINtS: CAJTiL'N: {iECLAIM..D WAr?"R 1 r - CA UT 114. SE',YER FORCE 5. L,7'rLR.N<1: J , » 1 NII.. IjURlEO __LJN J,i ,rIM1.l:R , tt"° G 1 SIMILAR �',?lIi UJRIE <.._. of OR YYry IMI. llvoRSrIf0l 8. A ' J!.')R--COPED 14 GAUUE r"HT!HOVS RI,UTATED L OCATINC WIRE ;,!-1915. �i IFISTAL!%J A!O� rj ALL PRVS5URf2E0 MAINS. THE WJ,'rES SHALL AJC LOQPEO AND TIED TO ALL YALVE BOXES. (SFE TIO. 400) . , t UTILITY PIPE (SEWER.POTABLE W TER WARNING TAPE ANS LAIMED WATER) . i 1- CiTY OF SANFORD r• 1999 FIG. 111 FINISHED CP,.ADF COMCRETE BLOCK OR BRICK AND ( MORTAR WAIL FILLING AT BOTH . ENDS . •. RESTRAINED 'L% JOiNT DUCTILE ,y. IRON PIPE .:r I`-: 4" MIN. G" MIN. STEEL CASING PiPE DUCTILI: IRON PiPE TYPE ;PACER I \�� , I , ?!V .'. � . I I NOTES: j 1. WHEN COM5TRUCTi4N JS WiTHIN FOOT JIJRI`*,DICTION, ADDITIONAL ' REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE: SHALL E3E MET. I . 2. WHERE PRACTICAL, CASING. SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND HALL I NOT 5E LESS THAN S FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE: LONGER CASING FOR DEEPER 13QK'S. . 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH 9Y 4 INCH PP.ESS,URE THEATER WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE,OF OHE INCH WIDE STAINLESS STEEL VANDS, HAYE A BEVELED LEADING, EI)CE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE''1-WES, MAY r3E USED ON A CASE 9Y CA.5E BASIS AS :SPECIFICALLY APPROVED IN WPITJN0 BY THE DIRECTOR. SLIPPAGE OF THE SKIDS "WLL RESULT iN THE REQUIRED USE OF CASCADE TYPE CASING SPS CEPS. BORING AND JACKING DETAIL CiTY OF SANFORD1999 f IG. 106 . :3LE W.Or' f IgRI fslj'(�T3+':R IJ>I;TI:.;i_� YP54F,H - (T (P,) . • r� ib° Viii 3-E HrJrE 1 OPENING AND 4'x! " iv -1 4" 4' x 4' ?RLCAST SUPPORT PD5T (TYP. FINI:;t-IED ICOHCRETE VAULT LOCATION) - GRADE . ,3F) r A. / .: oo ate• ..,,1....13 1 AND COYER WITH 4" MAX. { W." !� _0 OPERATOR rz 1 - .r ','-*:*. F ... �_ , t 2' GATE YALYE BOX _r..;--GR//'UT i 1- ' � P r• . :w0 P,'1.1, �• .; ., SA 14 • a i • ,,. i . FOR SEWER LIHES - TAPE SHALL 13E GREEN WITH BLACK LETT'ERINO. / . � , T -1 :1 . 2" DATE YALVE--/ r, •r 1 , JOINT FILLER w I .. 1. 5" WALLS (MiN.) r' ' A,{TH 1 CONCRETE ARCH/ 2" PORT WITH Z_CTION :•s Uh:,J FVRHED MATE?.IA)_ WIIEPE IPEHCH 11AJ.L' HAS i1EEN FULL ENCASEMENT . . I SH:El•EO TPY?rSH IJMYI-ET0 TR,U;! *a ! THREADED PLUG PIPE PLUG (TYP.) In' ialw q e s_ , _ i!)t_ 1 9 - (ETP.) 2 EXYEW) THRUST BLOCY . FULL LNGril Or FITTIYID3. JOINT'S, ' 1 OUTAND JOINT JR 2" NIPPLE 7i�N I. I i 1. Cmf vulm AR FOR FORCE FITTINGS SHAL B RESTRAINED JOINT TYPE. : 1. ! SHALL'BE R N . '""'y?,U�'Y CAN I ( Y/ tt, 2" GATE VALVE t I 'i- r'rJl?: SEI NOTE 2 .",/I , ASSUMPTIONS: w TYPE' OF,, PIPE:-- �D1P ... 3. ALL WO'A) BL0:KIAQ NHAV �K PRL539RE TR_Af%D 'NITH , -.'{' � ' G CO11 . S:. LAYIN NIIiTli7rd , ,D„/, '• SERVICE SADDLE, 6.' , ALL 1TIRUST BLOCKS SHALL DE ALLOWED TO SET FIYE (5) DAYS . .T1 `; _ UEFImE PKSSURE TEST111% 'JJ11-FyZ HIUH EARLY SERFNUTH =r ____ FITCTIN4;S AND C:1HCR%TE IS USED AND ELT/ HAS APPROVED A SHOWrT�R - r,:aa - fi. PF_RIOO. .,�' . .' .: , :., . .. .� 5E EiRAS5 10:16„ 5" . BEDDING ROCK I . _A iTH CONCRETE FOOTING" (INTEGRAL WITH PRECAST STRUCTURE) CONCRETE CRADLE NOTES. 11 1 AC J Jlt! AR RELEASE VA! YE. CHANGE PIPE AN9 FITTINGS AC(,9?DiNS,LY 1. (1), 19' MAX. FOR PIPE DIA'.4f:FZH L_--:53 THAN 24', BE DETER- MINED BY THE EMOINEER AMU APPROVED NY THE CITY PRIOR TO Aa'!1 24. MAX. FOR PIPE DIi,I/:ET£R 24' AND OYER, 2. THE MINIMUM DiVEHSP)N FROM TO? 0: PIPE TO FINISHED FOR. COW;Rr TE ARCH, THE .AIH. YfIDTH SHALL DIE SHALL BE 4,0 FEEL EQUAL TO OUTSIDE DIAMETER Or PIVE. 2. "O" RLFLRS TO THE O " MIt OF THE PIPE. - - 3 F F. "T". T TT P R_fEk5 O THE THICKfi_S.r OF 'T}IE 11'E. 4, PIE HEED FOR CONCRETE ARCH HAIF EflrA'JESIEHT OR FULL ENCASEMENT TO s5 Dst--IF;,11HEQ Ir! rHr . FIELD A.5 DIRECTED BY THE r �11Y. _ 5. REFER TO SECTION 312.5 or TIE U1'I1ITI_5 NAPI'JAL FOR ' . 51WETING AND BRACING EXCAYAtION5. 5. ENDS L1f ENCASEMENT ar!Aal D :4„1_n, AHU Lrr.:ATIOHS 5Y4ALL 9E Ii!DICAT" STH RECORD DTLININGS, CpNCRETE ARCH ANR ENGA5EMENT pTAILS LCITY OF SANFORD:1 I 1999 FIG. 10 .. - FINISHED CP,.ADF COMCRETE BLOCK OR BRICK AND ( MORTAR WAIL FILLING AT BOTH . ENDS . •. RESTRAINED 'L% JOiNT DUCTILE ,y. IRON PIPE .:r I`-: 4" MIN. G" MIN. STEEL CASING PiPE DUCTILI: IRON PiPE TYPE ;PACER I \�� , I , ?!V .'. � . I I NOTES: j 1. WHEN COM5TRUCTi4N JS WiTHIN FOOT JIJRI`*,DICTION, ADDITIONAL ' REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE: SHALL E3E MET. I . 2. WHERE PRACTICAL, CASING. SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND HALL I NOT 5E LESS THAN S FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE: LONGER CASING FOR DEEPER 13QK'S. . 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH 9Y 4 INCH PP.ESS,URE THEATER WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE,OF OHE INCH WIDE STAINLESS STEEL VANDS, HAYE A BEVELED LEADING, EI)CE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE''1-WES, MAY r3E USED ON A CASE 9Y CA.5E BASIS AS :SPECIFICALLY APPROVED IN WPITJN0 BY THE DIRECTOR. SLIPPAGE OF THE SKIDS "WLL RESULT iN THE REQUIRED USE OF CASCADE TYPE CASING SPS CEPS. BORING AND JACKING DETAIL CiTY OF SANFORD1999 f IG. 106 . '2' 9.1. VENT PIPE . W/SCREEN IAESH OP.N- AiO r.'"Y 4" OPENING AND 4'x! " iv -1 4" 4' x 4' ?RLCAST SUPPORT PD5T (TYP. FINI:;t-IED ICOHCRETE VAULT LOCATION) - GRADE . ACGE33 LID, CAST iRON FRAME / .: oo AAEMOLDED PLASTIC .3g" .SQ. AND COYER WITH 4" MAX. PIPE PLUG, (TYP.) OPERATOR rz ACCESS LID. � CAST IRON ..' 2' GATE YALYE BOX _r..;--GR//'UT TOP SECTION 2' NIPPLE r• 2' POPT WITH. �• .; ., SA 2" 9!Y BEND • a i • _/\ FOR SEWER LIHES - TAPE SHALL 13E GREEN WITH BLACK LETT'ERINO. / . CONCRETE FOOTING. � 2' NIPPLE 2" UNWN PREPriOLUED PLASTIC :1 . 2" DATE YALVE--/ 2" VALVE (TYP.) - JOINT FILLER -r 2" POLY -''. .. 1. 5" WALLS (MiN.) `.: 1 nii 2" PORT WITH Z_CTION :•s Uh:,J FVRHED MATE?.IA)_ WIIEPE IPEHCH 11AJ.L' HAS i1EEN . . UtSTURBE E . YATE N.J. LOOSE MATERIAL AND E:(TEND . THREADED PLUG PIPE PLUG (TYP.) - :. 2 EXYEW) THRUST BLOCY . FULL LNGril Or FITTIYID3. JOINT'S, ' 1 OUTAND JOINT JR 2" NIPPLE 1.t:.- 8LUL'K5. FIrriN,•"a SHALL % PROrECiED BY POLr".T)TrIXNR vulm AR FOR FORCE FITTINGS SHAL B RESTRAINED JOINT TYPE. : 1. ! SHALL'BE R N . •' I . T c MAIN OR WATER MAIN 2" GATE VALVE t I :,- r , e r, 1 r u P H .z O.f,S � 1A.L FJE ll c1 R1 .0M�I1JA•71JPq A5 REQUIRED 4 T ., T B Q SEI NOTE 2 r! i t t ,.' FOR u WITH THE.PROCEDURE 0 TLIN_a.IN THRJ.7T: RESTRAINT DESIGN r JR ':.: a• ASSUMPTIONS: w TYPE' OF,, PIPE:-- �D1P ... 3. ALL WO'A) BL0:KIAQ NHAV �K PRL539RE TR_Af%D 'NITH , 2" RIPPLE., G CO11 . S:. LAYIN NIIiTli7rd , _r: _ C/A JY PR REMAIN .: i T E iF FriRn15 ARE '10 R=MAI.! 114 PLACt. '• SERVICE SADDLE, 6.' , ALL 1TIRUST BLOCKS SHALL DE ALLOWED TO SET FIYE (5) DAYS . :1999 UEFImE PKSSURE TEST111% 'JJ11-FyZ HIUH EARLY SERFNUTH PER SPECIFICATION FITCTIN4;S AND C:1HCR%TE IS USED AND ELT/ HAS APPROVED A SHOWrT�R r PF_RIOO. SECTION 30.5.4 PIPE FOR .... �� .:�. A.R.V. SHALL , :., . .. .� 5E EiRAS5 10:16„ 5" . BEDDING ROCK I . 8" x 15" REINFORCED CONCRETE FOOTING" (INTEGRAL WITH PRECAST STRUCTURE) NOTES: F 1• rc r ! 1. ARrJYE DETAIL 1S 24,_0 ON 3 INCH .O;ADIt1AT19N 11 1 AC J Jlt! AR RELEASE VA! YE. CHANGE PIPE AN9 FITTINGS AC(,9?DiNS,LY TOR OTHER YALYE iIZZS AND TfPE3. YALYE SI1E3 TO BE DETER- MINED BY THE EMOINEER AMU APPROVED NY THE CITY PRIOR TO WSTAL1ATIDN. 2. THE MINIMUM DiVEHSP)N FROM TO? 0: PIPE TO FINISHED GRADE SHALL BE 4,0 FEEL 3. ALL STRUCTURES TO DE TRAFFiC BEARING RAYED. AIR OR COMPINATION AIR/VAQVUM . RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG, 112 EA FOR U?IT)I3TI,ii;DZD P1 1) • r �'.T s:)F " r,; r 1., rfF. A.{. p_A TEE T .... 1.ViCKiNO !TYP.) I � . I �,j Z,�,-� .--.-.; . . . , PLUID . . . J1!',EA f fir; 11 7 'rY It. r r r� T>z1J . AR! A FOR :':'_A FOR 45' HETID . 1 E ? �. a: ". -- FOJ2 ,a sJG �. . . . r).1�/ PLUG �r rs±�� F ' THRUST L CK DETAILS FITY OSANORD 1 999 FIG. 103A . ,. ,.[ , tO" x 319„ xG" TK,� . COPi- PAD (FLUSH WITH FRW;I_jF.D on -No.-) 3" , VIA Fl ONZE Z" 3" WA. 9R!9NZE L)I'*C Tib Dia,(.: AiICHORED IN APICHORL'D IN CQNC. PAD f4 RF BAN`' CONS, r';•:4 -STAMP AS STAMP AS FEQ*0, ALL AROUND REED, SIZE OF YALYE a " "` TYPE OF VALVE WER �•••'e: ' `. " 2-1/2� SERVICE ' 4, , '•" '% :, • � ° ► a (V '• DIRECTION $ NO. : • :" TURNS TO OPEN . w •' „e .' • WA + `4 S APPL1 'ABLE '/AL�/E ,; r . ' ��j ( 1...- VQX AND COYER .., -r, ", ?:� Ji�Ik� c - - (SEE FIG. 115) "• ANCHOT?S 31DOO P:5.1. MIN. (TO DE APPROVED CONN. MIN. � BY CIT'r) VALVES 1f INCHES A14D LARQr-:F; 6" 'r - CO NC. PAD . 24' --� (r!_U.:>tI WITH F1111.�,H>rD GRADE) ALL'ARGUPII) 4#4 RF9AP.5f ?' `4 ' .. .. _r . I : . i+ ' • •, . 24" . .* ; 'Y . . . APPLICADL E VALVE :' :.: '� :.., ; . BOX AND (:0'/_R - ' 9., ''e . (SEE FiG. 115) VALVAS SiAALLER I•HAN 1 O IN( 1E VALVE BOX' PAD' DETAIL . E:: ' 1 CITY OF SANFORD1999 FIG. 107 9.1. YE14T VIVE CONCRETE `YAULT �2' W/ rrR E'i ' 33' M, OP.N- AiO r.'"Y 4" t r Er10S WOOD FJ,r.M BOARDS 9L'HINU : iv -1 4" 4' _ MAX. A x 4' P. _b'A : UNDI�TUTiHrD - R . ACGE33 LID, PROPOV9 / .: oo AAEMOLDED PLASTIC �•FINISH£9 GRADE .:OJMT FILLER . PIPE PLUG, (TYP.) OPERATOR rz -' 2' NiPPLE � CAST IRON ..' 2' GATE YALYE BOX VALVE TOP SECTION 2' NIPPLE r• 2' POPT WITH. �• .; ., SA 2" 9!Y BEND 6' BEDDIN, I?OCK . -9R91JT a' x Ta' REIHiOrvED FOR SEWER LIHES - TAPE SHALL 13E GREEN WITH BLACK LETT'ERINO. / . CONCRETE FOOTING. 9.1. YE14T VIVE Y . �2' W/ rrR E'i GRAVITY s- .SOLID LICHT GREEN OP.N- AiO r.'"Y 4" t r Er10S WOOD FJ,r.M BOARDS 9L'HINU : ggUpPn%tP95 ;PYP. EGi,E OF C ITi7SSf iJT LO i,Ti N 5%"LL SHALL NOT INTLRFERE CAST IRON FTE,.',,?: UNDI�TUTiHrD I--,-- AND COVER WErr! EXISTING/ ACGE33 LID, PROPOV9 I, -GROUT PAVEMENT �•FINISH£9 GRADE j . s OPERATOR rz iRx'FIC;N y1 Rd NAHDLE -�'- 2' VALVE (TYP.) � CAST IRON ..' YALYE BOX 5' WAIN. (MIN.) TOP SECTION 47. BE 19 ,' EXTENSION 2' POPT WITH. NOD AS . THREADED PLUG, REQUIRED SEENOTE 3 -9R91JT 2' 90• BEND FOR SEWER LIHES - TAPE SHALL 13E GREEN WITH BLACK LETT'ERINO. / . TRENCH, � 2' NIPPLE 2" UNWN F1rrIN 2' BRASS.PIPE . 2" DATE YALVE--/ CONCFIE7E WASTEWATER 1999, , FORCE 5!41+0 .. 1. OR WATER MAIN NOTES. aL:RYICE SADDLE nii sF'ECIFICATiON Z_CTION 50.5.4 NOTES: . .. 1. AI J1E DETAIL IS 9AUED ON 2 IINH COiABINATION AiR/YACU!JAS RELFe3E YALYF_. CHA?V,E PIPE AND F1TTMUS AC4`OR0(h^!Y ,'QR DTHEP. YALVE '(LES AND TTPES._9 •lALYE 51yLi TO BE DrIE91 (MED " •s a r F( Tn..r EPIGIH%F„R AND APP,'iC1'rBY THE CITY PRIOR TO l.,ur?Z- LATIPN. 2. THE )AIr11MIJM DiMPtI310N FROM EL=BOW INVERT TO FINISHED OPASiE SHALL RE 4,9 F£ET. . 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET'AIR QR COMBINATION AIR/VACUUM . BE. WiE VALVE DETAIL CITY OF SANF,00 1999.171 _FiG. 113 OFFSET (AS REWO) Y . ,. MINIMUM LENGTH (FT) TO BE RESTRAINED' ON EACH; `SIDE OF FITTINGI. I(S).`:'*; GRAVITY s- .SOLID LICHT GREEN t r Er10S WOOD FJ,r.M BOARDS 9L'HINU : PIPE SIZE. EGi,E OF C ITi7SSf iJT 5%"LL SHALL NOT INTLRFERE UNDI�TUTiHrD _ .; WITH J01diT (TYP.), �. SOIL (TYP.) ' 12" 9 4'" 115" C01iCFFTE THRUSTI 24" j . s BLOCK . (EYP,) 20' All? LARGER PiP£ - TAPE !3 "C?D ON BQIH .SiDri OF,THE TOP HALF OF THE PIPE iRx'FIC;N y1 Rd WITH A THIRD STRIP CEHTEt _D ALONG TOP HALF OF PIPE.' • . ', ., , tJ y� 47. BE 19 ,' ![7471 SAUTE .Y'..A Lm Am 411,E - ' PAPER 8ACKED ADHESIVE VINYL TAPE (TYPICAL)_L. . I 12+IN I � MAX. j a -A :us A s,nra use 1" a•�a u1� � R" FOR SEWER LIHES - TAPE SHALL 13E GREEN WITH BLACK LETT'ERINO. / . TRENCH, IA,M/Al ... l . 1r r• n r TtT P 7 TYP, : c) F1rrIN F Aa _A s Q. FT. MIN. . . CONCFIE7E CITY OF . SA,NFORD 1999, , THRUST BLOCK .. 1. NOTES. rT r .,. . PED AOA1Sd'aT 1 Y}SHiJ3T' DlIOCK- 9EARIN7 ARIAS, :tA!L D_rr3U,'. PLUG OR BRANCH. Uh:,J FVRHED MATE?.IA)_ WIIEPE IPEHCH 11AJ.L' HAS i1EEN . . UtSTURBE E . YATE N.J. LOOSE MATERIAL AND E:(TEND . . TD UN915T!Jt18f.D MATERIAL. 2 EXYEW) THRUST BLOCY . FULL LNGril Or FITTIYID3. JOINT'S, ' NUTS AND _AOLr5 SHALL N9T 9E 07YERE0 BY THRUST � ' 8LUL'K5. FIrriN,•"a SHALL % PROrECiED BY POLr".T)TrIXNR HL)il (IS X111.,) PRIOR 10 PLACIN-5 CONCr!_r= THRUST BLOCK. FITTINGS SHAL B RESTRAINED JOINT TYPE. : 1. ! SHALL'BE R N . 2... INSTALL FULL LENGTHS OF PIPE' WITH ,,ToTAL' LENGTH 'CUNTAiNING OTaLY 3. RGU(JH DL OCKNO FORMS ,TIAU- HE USED ALONG SIDES OF ` TABLE. %.14. .. . r W A R TWO OR (7 N o AR> ' G. U FITTING WHICH I. 3. FEE M RE ITTI S TO ETHER �>» F TT HI H 7Hr!UaT 9LOL'K5 A5 pEAUIRE'D. ,rr,. G G OUTSIDE N LI E VALVES N 'T R U H U' 0 TL T IDE Ll AI'TS OF �: I N AND H R N F r.,� O J S ? RESTRAINED' JOINTS FROM OTHER FITTINGS: NEED NOT 0E RCSTRA1NEU ' :,- r , e r, 1 r u P H .z O.f,S � 1A.L FJE ll c1 R1 .0M�I1JA•71JPq A5 REQUIRED 4 T ., T B Q 5. LENGTHS SHOWN. IN '.THE TABLE;HAVE `.BEEN CALCULATED IN ACCORDAIICE; r! i t t ,.' FOR u WITH THE.PROCEDURE 0 TLIN_a.IN THRJ.7T: RESTRAINT DESIGN r JR ':.: _ ,. r' r r rF C' u Ja rD �.Jri 1H PE IFI F1Ti1N AJ. r VJ _ _ T. ASSUMPTIONS: w TYPE' OF,, PIPE:-- �D1P ... 3. ALL WO'A) BL0:KIAQ NHAV �K PRL539RE TR_Af%D 'NITH , eSOIL 0 L '� G CO11 . S:. LAYIN NIIiTli7rd , _r: _ C/A JY PR REMAIN .: i T E iF FriRn15 ARE '10 R=MAI.! 114 PLACt. 6. ,FOR NUPE ?IPE 'OR PIPE' ENCASED IN POLY_TH'(LEME` USE` VALUE GIVEN IN PARENTHESES. OR INCREASE, THE OiYEN''VALUE gY A I. IFACTOR,OF 1.5.,'' 6.' , ALL 1TIRUST BLOCKS SHALL DE ALLOWED TO SET FIYE (5) DAYS . :1999 UEFImE PKSSURE TEST111% 'JJ11-FyZ HIUH EARLY SERFNUTH C:1HCR%TE IS USED AND ELT/ HAS APPROVED A SHOWrT�R PF_RIOO. . � 9ME. MR. THRUSF:DIDCK AREAS, • .:,, � . . I 11 � 1Q M pc 1n al P) CR M Oa fa m .. . . e . . .. , e . .. - 10 >_ Ulla' r .. t" arwtwam�v�'ww,r . w m ft m �,ar �-- .I. THRUST, BLOCK DETAILS ' . CITY. OFSANFORD 1099 F'IG.' 1038 e I1 1/4' e a .•. - i/Z" BORDER o . ,., •',• a .•. . 0 e . e . * NOTE, 1, HEirhfT OF 51TI WILL DEPEND 911 tr1ATl9M AND SURR90010, l 9i!WE PLANT TTPE3. IN ALL CA5s_5• THE 51(14! SHALL of ' VIS!9LE TO THE "UC. 2. 9ACKCfTUUN❑ 5lIM1. 8E PANTDRE PURPLE 521C, LITTERS SHALL . 91E Wwf. . 3. EMU!NEERMG 0PADE RE:FLECT!YE UATERIMS SHAH BE USER. . 4. PC' ,I 4"141 9<. V 0WRIEL 2 LIT. HOT nUn 10d. . TEh9E RAIL OR MLIET STEEL. 1191 DIP CALVARY -10 PET! ' . ASTM A-123. . 5. MOUNTING HAUWARE SHALL 13E STARUSS STUEI_ Is. SIGNS ,HALL K PLATED JY THE CON�T�NcACTOR IN ACONOANCE MTN THE MY APPSKJVEO E1!>(HEERIMo , pLAM AHD/DR AS APP1lS'to SFY THE UHSJiTES 01!iECI%.. .. I. . REQLAI E WATER IRRIGATION 'SIGN . CiTY, OF SANFORD 1999 FIG. 11 . I I . - . I.. . L... I .1 . PVC PIPE COLORS . ,. MINIMUM LENGTH (FT) TO BE RESTRAINED' ON EACH; `SIDE OF FITTINGI. I(S).`:'*; GRAVITY s- .SOLID LICHT GREEN FORCE MAIN: SOLID LIGHT GREEN .' PIPE SIZE. TYPICAL PIPE 4" 10 B' ?I.K - O" TAPE IS CENTERED ALONG TOP HALF OF PiPE. // 4n . SEWiR UNESEWER UNE .' 8., i0' TO 18" PIPE -• 4*1APE IS PLACED ALI)HO 130111 '310E`-; OF TOP HALF Of Pip... ' 12" 9 4'" 115" . 7 . rnT 2�aa1 I *41 ;0" w i1Re! // 24" j . . !t>n, ImI I Atwm UK ILM I„YlE �" . 20' All? LARGER PiP£ - TAPE !3 "C?D ON BQIH .SiDri OF,THE TOP HALF OF THE PIPE WITH A THIRD STRIP CEHTEt _D ALONG TOP HALF OF PIPE.' • . ', ., ' "It l.w '. . ' wlA" !AY , .wm LWS 47. BE 19 ,' ![7471 SAUTE .Y'..A Lm Am 411,E - ' PAPER 8ACKED ADHESIVE VINYL TAPE (TYPICAL)_L. . I 12+IN I � MAX. j a -A :us A s,nra use 1" a•�a u1� � R" FOR SEWER LIHES - TAPE SHALL 13E GREEN WITH BLACK LETT'ERINO. / . FOR SEWER FORCE MAIM °- TAPE SHALT. BE BROWN WITH BLACK LETTERINQ. ' , . TAPE SHALL RUN FROM JOINT TO JOINT ALOR:: THE LENfTTH OF 'THE PIPE. • !11 FORGE MAP GR6,VITY-LINES . . IRON . WITH IDENTIFICATION TAPE Nn . EIFE IDENTIFICATION CATION CITY OF . SA,NFORD 1999, , .FIG. 1 08 . e I1 1/4' e a .•. - i/Z" BORDER o . ,., •',• a .•. . 0 e . e . * NOTE, 1, HEirhfT OF 51TI WILL DEPEND 911 tr1ATl9M AND SURR90010, l 9i!WE PLANT TTPE3. IN ALL CA5s_5• THE 51(14! SHALL of ' VIS!9LE TO THE "UC. 2. 9ACKCfTUUN❑ 5lIM1. 8E PANTDRE PURPLE 521C, LITTERS SHALL . 91E Wwf. . 3. EMU!NEERMG 0PADE RE:FLECT!YE UATERIMS SHAH BE USER. . 4. PC' ,I 4"141 9<. V 0WRIEL 2 LIT. HOT nUn 10d. . TEh9E RAIL OR MLIET STEEL. 1191 DIP CALVARY -10 PET! ' . ASTM A-123. . 5. MOUNTING HAUWARE SHALL 13E STARUSS STUEI_ Is. SIGNS ,HALL K PLATED JY THE CON�T�NcACTOR IN ACONOANCE MTN THE MY APPSKJVEO E1!>(HEERIMo , pLAM AHD/DR AS APP1lS'to SFY THE UHSJiTES 01!iECI%.. .. I. . REQLAI E WATER IRRIGATION 'SIGN . CiTY, OF SANFORD 1999 FIG. 11 . I I . - . I.. . L... I .1 ,. MINIMUM LENGTH (FT) TO BE RESTRAINED' ON EACH; `SIDE OF FITTINGI. I(S).`:'*; . PIPE SIZE. Dip: CL350 4n . 6„ 8., 10n. ' 12" 9 4'" 115" 18" 20„ 24" . 90' bENU 47. BE 19 ,' 2" Z2-•1 9Erab r 1.1-1/4',' BEND ;. PLUG OR BRANCH. . OF TEE, . NOTES: ,; .. FITTINGS SHAL B RESTRAINED JOINT TYPE. : 1. ! SHALL'BE R N . 2... INSTALL FULL LENGTHS OF PIPE' WITH ,,ToTAL' LENGTH 'CUNTAiNING OTaLY RESTRAINED JOINTS EQUAL TO OR GREATER 'THAN LENGTH SHOWN IN ` TABLE. %.14. .. . r W A R TWO OR (7 N o AR> ' G. U FITTING WHICH I. 3. FEE M RE ITTI S TO ETHER �>» F TT HI H YIELDS GREATESTLENGTH 0 RESTRAINED .PIPE: TN. F I .. ,rr,. G G OUTSIDE N LI E VALVES N 'T R U H U' 0 TL T IDE Ll AI'TS OF �: I N AND H R N F r.,� O J S ? RESTRAINED' JOINTS FROM OTHER FITTINGS: NEED NOT 0E RCSTRA1NEU ' . UNLESS OTHERWISE INDICATED. '' ' 5. LENGTHS SHOWN. IN '.THE TABLE;HAVE `.BEEN CALCULATED IN ACCORDAIICE; r! i t t ,.' FOR u WITH THE.PROCEDURE 0 TLIN_a.IN THRJ.7T: RESTRAINT DESIGN r JR ':.: DUCTILE ,IRON .PIPE" AS PUBLISHED. BY DIPRA; WITH THE FOLLOWING '' . ASSUMPTIONS: w TYPE' OF,, PIPE:-- �D1P ... rr . ! M WORKING PREa., BRE: P,S.I,' eSOIL 0 L '� G CO11 . S:. LAYIN NIIiTli7rd , . * . .. TO BF'COMP T T LE ED BY HE ENGINEER" 6. ,FOR NUPE ?IPE 'OR PIPE' ENCASED IN POLY_TH'(LEME` USE` VALUE GIVEN IN PARENTHESES. OR INCREASE, THE OiYEN''VALUE gY A I. IFACTOR,OF 1.5.,'' RESTRAI END.PIPE TABLE.( DIP i C11Y UE'' SANFO17D' .. . . 1. :1999 ICS.'"17QrB' e I1 1/4' e a .•. - i/Z" BORDER o . ,., •',• a .•. . 0 e . e . * NOTE, 1, HEirhfT OF 51TI WILL DEPEND 911 tr1ATl9M AND SURR90010, l 9i!WE PLANT TTPE3. IN ALL CA5s_5• THE 51(14! SHALL of ' VIS!9LE TO THE "UC. 2. 9ACKCfTUUN❑ 5lIM1. 8E PANTDRE PURPLE 521C, LITTERS SHALL . 91E Wwf. . 3. EMU!NEERMG 0PADE RE:FLECT!YE UATERIMS SHAH BE USER. . 4. PC' ,I 4"141 9<. V 0WRIEL 2 LIT. HOT nUn 10d. . TEh9E RAIL OR MLIET STEEL. 1191 DIP CALVARY -10 PET! ' . ASTM A-123. . 5. MOUNTING HAUWARE SHALL 13E STARUSS STUEI_ Is. SIGNS ,HALL K PLATED JY THE CON�T�NcACTOR IN ACONOANCE MTN THE MY APPSKJVEO E1!>(HEERIMo , pLAM AHD/DR AS APP1lS'to SFY THE UHSJiTES 01!iECI%.. .. I. . REQLAI E WATER IRRIGATION 'SIGN . CiTY, OF SANFORD 1999 FIG. 11 . I I . - . I.. . L... I .1 i .i i I PRODUCTS AND MATERIALS: A. PIS PIPE SHALL IRC SCHVIAt 49 PYC 50LYEMT WELD PI?E CONFIDING TO ASTM 017154 AND 01755. B• f1Ti1N0� FITIINCS SHAM. BE OF THE ORAIM IYASTE AND WAY TYPE WITH SDL-• YENT WELD CONNECTIONS. FITTIN9^a SHALL CONFORM TO ASTT/ F346, '02465 AND 45035. >;. P4C CLFANF� P(115AEP. Ai1D C? UE_ - A SEPARATE CLEANER, PPiurR AND CLUE SNAU. BE U5F.D FOR THE SOLVENT WELD A40 CONFORM TO ASTM OSSIOHATION 02364. INSTALLATION DETAILS: ILLIj3TRATEO DEQ ARE SPECIFIC DETAILS FUR THE IN3TAL;ATION OF THE NEW SANITARY SEWER LATLRAL tOR COHN£CTIUN TO THE YACUUM SEWER STSTEM. CA. 4.0 i3C.:�XfM. YtiiS !VIER) . aCAfK)tn TO tlS gra' f s u�a m11 rh (XE OcT711ES7) 4' Hirnro mn»ajT Y/4'U'AI VALYL �, (+I� � r'+C) AntrJta rrr rh,rAe tutit TYPICAL SFRYICE CROSS-SECTION 4' CIA V U)t1(, BPfXjL PIECE WITH 1/V STAIt1L£5'S YIrEL MEVI TRASH OUARD 90' SEI10 j OO' BEND > I 4' PYC RISER 4" PVC C.O. T'r1REAOEO CAP 01 STRIICTURE } �, r y 45 BEHO '+ik�aTra. TEE D.W.V. WYE 4` SCNI 40 Y'YC C.O. T'f�Irp�,EpYICE PENT AND CLEAN-OUT UQAH, VACUUM 5EWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD j 1999 FIG, 205 i rnr,ry UAM wuuni c 1 MCD tLllCrcllk:$5 (1FIr•41rS) 01AN1T_R HEIO)!T (Fir t) MATERIAL, MANUFACTURER (INClICS) 3-5 7-12 113113-9t 4�3�r3 54-b7 Stl-•119 51 -Si 07-72 i1OI'E5: ' 1. MANHOLE %OWN 15 FOR 3EA'ER SIZE 8'. THRU 24', SEE SECTION 20.4.3 OF THE MANUAL FOR MANtKYE UJAMEfER fOR SEY/ERS W.f.'£H THAM 24". . 2. DROP C:711HECt10MS ARE REQUIRED Wfl'_NEYER RV ERT OF INFLLIENt SEWER 1S 24' OR MORE AOOYE THE INVERT OF THE MAMHOU: SEE MANHOLE COHMECTION DETAILS, 3. APPROYED (;OMCENTRIC CONE CESI:Af MAY BE USED AS AN ALTERMATIYE. 4.' EACH BEHCH '!TALL SHALL 9C A MINIMUM OF 115,14CHET LOHr FROM THE WALL OF T}IE )11kWOLE 17HAAD THE CENTER. 3. iAAHHOLVr RECEIYNN< 70CE 11AIN 017;11ARGE SHALL HAVE AN INTER" LINER AS SPECIFIED IN SEI.'00H 42.2.2 OF THE UTILITIES MANUAL. Trwml %A1 \I A L111lN1 r^ r%r"rA 11 I m9cf) 3" oyfY STREET ELL COMBINED. VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 199.9 FIG. 206 TEE PRECAST MDAi1i0LE t . WALL . �- INFLUENT SEWER (SEE NOTE 3) COKRETE CHCASEM£NT OF VERTICAL. PIPE INLET CONNECTION DROP PIPE AS REQUIRED :•. (SEE NOTE 1) Sir DEMO STANDARD DROP DETAIL PRECAST MAMHOL.E WALL COLLM ENCASED IN "--SHRINK. 9R%IT FLUSH WITH MANHOLi PYC OR DIP WALL (SEE NOTE x) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARM PRECAST� NAMHOLE WALL ! STAINLESS STEEL + PYC OR BAND DIP STAINLESS STEEL :..:•C r', .S :;. ;•�':: PIPE CLAMP :.+ RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION . MOTET: 1. DR•7P PIPE AND FITTINGS SNALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE C" MAY APPROVE ALTERNATE WATERTMit CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP COMHEI TION SHALT. K REQUIRED FOR ALL. INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE'OUTFLAW PIPE INVERT. MANHOLE CONNECTION_ DETAILS CITY OF SANFORD 1999 FIG.", 201 STANDARD AIRYAC PACKAGE CITY OF, SANFORD 1999 FIG. 207 d H r7 O �7 Y xX Ht Y• �- � T h� ✓r O ; a F..' a Z04 M It ht ed h f0 a O STANDARD AIRYAC PACKAGE CITY OF, SANFORD 1999 FIG. 207 ±� r GTA s zTrsnr_r1 {7L>E HrJLT3 8-11) CONCRETE PAD r. SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE-,_ SEE NOTE; 2 ----� RESILIENT SEAT M. J. GATE VALVE WATER -7\ '.MAIN. ' 1171 COVER (SEE FR',URE 115) r GTA s zTrsnr_r1 {7L>E HrJLT3 8-11) CONCRETE PAD METER IN UNPA /ED ldfi''AS DOUBLE CHEC� OR f, I i Z `l it p L , LF , �I. VALVE. fj0X DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. BOX SHALL REST ON BALI. VALVE FOR 2 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE-,_ SEE NOTE; 2 ----� RESILIENT SEAT M. J. GATE VALVE WATER -7\ '.MAIN. ' 1171 COVER (SEE FR',URE 115) r GTA s zTrsnr_r1 {7L>E HrJLT3 8-11) CONCRETE PAD METER IN UNPA /ED ldfi''AS DOUBLE CHEC� OR - (SEE FIGURE 1 f7i) 12" erval PIECc - Z `l LINE (TYP.) LF ADJVSTA:)LE CAST IRON ,,' 1G VALVE. fj0X DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. BOX SHALL REST ON BALI. VALVE FOR 2 BFDOiNG ROr.r HOT DETECTOR AS'XMALY AS ON VALVE OR PIPE Jt• b J �ir AND SHALL qE - - CENTERED ON Lr 7r r�• OPERATING NUT v I IIII I 'a, CONTINUOUS COLOR CODED 14 C,AUCE INSULATED COPPER 6" SEQUIN -0 ROOK LOCATING WIRE NOTES: 1. PYC EXTENSIONS MAY BE USED ON YALYE BOX INSTALLATION. 2. THE ACTUATING HUT FOR DEEPER `✓AL'YES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR 5101L. PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 57,,4 OF THE UTILITIES MANUAL. GATE -VALVE AND BOX iDETAIL CiTY OF SANFORD 1999 FIG. 400 COYER (SEE FIGURE 113)- BACKFILL SPLICE HACK INTO MAIN . s 1 LOCATE WIRE 'n BUTTERFLY 7 VALVE e o o e o. HALVE PAD IN Ui?PAYED AREAS (SEE FIGURE 107) -FINISHED GRADE -9 14 GAU p COLOR COOED INSVLATED LOCATE WIRE --ADJUSTABLE CAST IRON VALVE BOX � o a 0 k UNDISTURBED f 1 BEDDING R"K EARTH NOTES: 1. PYC EXTENSIONS M(XY BE USED ON VALVE BOX INSTALLATION. 2.' ALL WATER SHUT-OFF VALVES THIRTY (30) RICHES AND LARGER SHALL 903UTTERFLY YALYES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALI, PROVIDE THE CITY WITH, VALVE KEYS IN ACCORDANCE VATH SECTION 52.4 OF THE UTILITIES MANUAL, BUTTERFLY, VALVE ANiD3 -DETAI CITY OF SANFORD 1999 FIG. 4U1 1 HYDRANT ---- OPERATING NUT HOSE NOZZLE 24' SQUARE ANO - 6" THICK RrIM- FORCED CDWAFITE 3NFJAR PAD, (ZEE NOTE 2) 2 - 14 AT. 9"- O.C. ALL AROUN'J COdAA.TED 9A:KFILL SEE NOTE 3 � VALVE PAD (AE FIGURE 107) M J HYDRANT ANCHORIND TEE >♦' 0ED91MG (ROCK -•-1 • rirc --- MECHANICAL JENNY RC31LIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (SEE FTGURE 4)O) NOTES: 1, FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A NEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL. INSTALL THE SHEAR PAD RECESSED 5 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAO SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A--4", AMERICAN DARLING 9-84, KENNEDY K81A OR CLOW MEDAWON F--2545. 5. FIRE HYDRANTS SHALL LIE IDENTIFIED IN ACCORDANCE WITH SECTION 52,7.5 OF THE UTILITIESi MANUAL- 6. ANUAL6. CONTRACTOR SHALL PROVIDE THE !THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52,4 AND 52.7.3 OF THE UTILITIES MANUAL F1fiE HYGRANT A CiTY OF SANFORD 1999 FIG. 402 TEMPORARY JUMPER CONNECTION, NOTES* . 'i i. A tsmpomrf joompsr conneoflon is mjuirad m all aonnv:flone !)"wean 11,00ng aavd wtilur. inutile [Ind propei fd nY7f houttr tnuln ?nlprrrrrrflsmtS. 2. life dt:!filt eb" is to bi bald for 11111-19 arty new wuter mutn of any she from i selslinll o0lvs wulvr mvins and tvr fiuohing of num mains up to d Inciffs tit DIAMEIIR (2,5 FPanoinlniuin "Itiully), kind tur pulllrfy tusierlcAvglovl oeirnpisv fr•;frf vrry new' Lv:tvr ronin of any else. Tt,v jumper "nnv;lf,4" Avll too malMitnod unit; v11er fining, fluohtng, wiring and dleinfeoilon of the ndr rtntin hoo bin sue.dysfully 00MIA011 find ' ue to (FEE and � o Er v{ran enlol Prot ! n P alearvnce for .urs from the Florida DrpuNm fit f 1 m ) other 'fwrifnint ogwiafea have bran r,,usited. Tf» Itrng+vr tarin.vstion oholl kflso ba ushd t molnlain a mtnimum pprMsura of 21) F,A 111 The n»w nraine alter dlah,fatlkn ,End unlll Fie FDEP olorfranmv Isttor 10 vMminid ads¢uMte.' Thrust blttAing and/or rm0rulnft shall be ' provldisd tdmpvrartty, as requtrid. Pipe and fittlnye 'v, -A for aonnrstlna the nix ?1pe to the ondsiing Alps shall !vs dlulnfaatnd prior to intfallatlrri In aevorhrxe is" AY(ft CSA, 1212 wditl0rt. If,* topping steers and the gKi?rler of ttro muln 10 " topped shaft !rip dldnlsrteJ by 9pr'ifyin0 or swabbing par wvstivn it of AWWA C661--22. 3. Fluwhing of 10 Inchws in Jtdrrietar and larger wiNr ro",im niay b4 done through •His tft-1n valYs una r'Tv.y a0ntrollod,eondlikxtti. Tho fi'llowlnq prvovdures shall bi follvwad: A. The ifs -1n eafrae shelf be op"retr4 and prerwm* tsif,ad In thepraserrx of The •.,HITty' Company' art unyinavr to verify waNe Rghera tr s pd+nr ho PO -In. Yalr ni whlah are nvt wnfsr,llJht vhyll r rviolaaed with n nvw Ya1Ye tn0`111*4 Irrankrl adaly vJ)rt.snl tw ttta ._ lenkln Galva. g ! •I 0, The isroporary lvmper oonrivAun 411011 1,# sun9ruvla4 as diol llod. The j sniper ri connAFl7n striil 1» used 1, 'fill Iiia now 'motsr main and fm priYldlnq *01nr. for 10,.- ter191nft0ai sarnpling of the Tonto mala as requlmd by the FDEP pirrnll, ra e fluehlny shah not 1H aR•3mp?a9 durlriq pack rJ3rnankl hours o9 itis axlstinq irvlrir r i mmind, All dnrnrhaom 171rva in the ryvism must 1,19 open prw 10 vpnntng th> 119-111 Y11Yn. e Prvytdv Tor.arod rtiintto� Eta pr:ymlra in the R+ -in pokd. The prsiuvrs In the exfril'i muln must not drop below 55 psi. e 7119 tin -•In 211y" "Mall be op'enad d floor turn" 4rIty, ennivoTnq a prsoiurtiv drop kitmus oohs win Ix growler than. iD pit. C. The flip -in votfe shall tea louk..,Ad uluiod by Hie Vill?ty, oornpony until Nuvhlnq b6VII70. 0. The ile-In vulve shall be 0penad nntY for f1toiW09 0f the new mnIn. The prvvedvre shall be dlydcied by tNo utility compmy and ohaarrod by the engineer. E. After thushings hie Re -In Yairs shall ijs ,iriged vhd lovk0 In the afosrd "Won by the urlmy ovinpmny. 4. The aoniracivr shall proilde doounivriNtin dvo.onooifruiing that Rhe double .hvak I)aaktlaw prerenNon davlas has bsvn tested and is In grad rvepr I order of tit alma at lnaidllrrtion. l i - S. Ex"fif at requlrad to flush Rom of grtater than A Inch•i 'In dlamefer, Hte He -In valve shall remala alo3ad and shall fro I.vnk•td In tt!m dls)fI" pcalRon by this utility oorifowly. T)iv Re -•In votes shall fvrialn loclfad aiosrd unhi hie now eyetnm has bsan Cleared tar :res by 1 FOEP and rill. othrr psrtirwnt vgsn0las. •i b. Upon raosipl of denranow tar use from rK.P 11!1 alt •Ether p+riinmt ngsnnlif, the 0011fraal7r shill rvrnans the tef r-rory tumpsr nonnsat nn. The vorporutlon fstopa ore lv ' bs abopsd Ind plugged with 2 irrh brnvs phage. 7.. All init0fillon and molntrnanne 0f ihtr fempornty )front* Jnhs�non grid 'Awaluta2 ba0kftuw rretNn!Inn deylus, fMlnpa, Gabs, ats, +it'll! 4e Ifs ntpvnitblllty at the 6untrn:ihr. 7 MPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 5049 zx� , Z r GTA s zTrsnr_r1 {7L>E HrJLT3 8-11) Vol MIN. METER �C DOUBLE CHEC� OR DOUBLE CHECK OR. 12" erval PIECc - SCHEDULE 80 PYC PIPE SET/ICE LINE LINE (TYP.) LF REDUCED PR(:LSURE ZONE ,,' 1G Pr':.^.91J?K, VMFI rf_TSCT9f1 DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. XO 7" TO arN3Y BALI. VALVE FOR 2 NOTES: DETECTOR AS'XMALY AS rn. VITT Jt• b J �ir k - - IMCHES AMD aEL9WOfN)RLE CHE Y. OR Lr 7r r�• APPROVED 9Y.THF. CRY O.a. r T. RESILIENT AJ1O rXpwrt 311M TYPICAL.RESID:.NT,IAL...RFCLAIMED y ppecc �0� CITY (04M�VlfC AHD R1R1� P.Firi)"t:D PRESSi)T F. 2 t^,c 1999 SEAT 0A' Z 'IALYE. FIG. 505 FIG. 502 4 4UTP'MfE "tail! �i DATION ONLY. 2 REQUiREO) t1E7t:Ct0R A$SFh15i.Y A; 3 a a, 7110 x W10 Will yfJP, (2 REgUIREO) 4Sga { R£OUCER " 4" WA TER APPROVED 8Y THE CifY uU r�i ii RM AIMED TEST COCK (iVP.) ` I YALYE c F' •i !ft W1 1KNo (I (F.4if.VCo) OF SANFORD IM COCK (ryr.) Tv acmr.;L---• R005.0N D.I.P. RiSER (TYP) RIGHT OF WAY UNE-" )7-�,Ifij OR MA•Irmoifb Nvj rrlpx" Mitt j To 'YALYE AA FIEC04 D !n "voit -Avl" 7}IRJIT M.1.III IWIt E0 to t 44011,i e DIr F.:TpI", 1JT1iwi Q FLAHS.ED .� 1. ALL 71rE AND FlMfgS, MAITMN S. IA909, HIO AMgA1tKM( CS AT THE CITY - NtRFAOEt ) (T 0 )Jlrr.n) 2 BEND WI CONCRETE SSB T ALL PtPE ATr9 rrrrff Ts utmo: ((J) 1NC}YE7 Arg SAAvkR sHN1 8< RE3T',fA!lim s018f gUL'T1LE MO il RUE•. AWK ORAM JOfMtS 3. U3E PRIMER SUITED TO BASE MATERIALS. • G � EXTERIOR ENAMEL. ( (2 REQ.) WITH H0. 5 x 6 DOMESTIC METED AND DOUBLE RF�iLU EC D PRESSU E ZONE Mn1A 11110 YIITiv U r NIZ 9ir 17fieff M VALYE3 V41. 9"c M.M.O MORD. i 1 O x Yf 10 3. THE AarYIE rROYt101BTPASS SMC SMO. NE BRED FUR FM TWIN (2 A« l!'1n,groj 1999 WIRE MESH Il. ALL rwI LMIt3 "L iE A rsiWON W EIOM (B) Mr -(E7 • OR AS AyPYi0YED ITT THE FME DEFT. iv 51 -OPE t4" si-�pF� FRIJTECnUx V1I 5 AHD USH:Y. FOR NJ. DTth"R MIL ! ! SOhc FI!1J•Lr;,.c;bE T.J'F. K AT nit ASSEWLY"S •.. _'•.:• •. ". I'. .• c-.. ' 1/2" PREFORMED JOiMT A. A OAT£ YAL M SHALL RIVA!Stb CDNNEI.nM fD!HT 110 THE VAN. ^36' MIH. COYER A i s MATERIAL B*i l/r f1 f tit ; PIPE AHD COHCRE.7'E S. DUAL L $Ttrf)el? fS.Pfr VAST" i,FT.'KY SHtdl 9E _ THE'Comm-JHO Tref . . 1 SLAB (TYP) - Dx INLNfr TUxs1H£ TYPE Ae DETERMR4ETJ FfKN THE PADPOSSD FROM Tr VIWE IN ACCDR MCE ITIM APPENWX D" OF TnE VIT Pz f�_l_ T° YA 4 90 9ETID (2 REQ.) Ernst -- MANUAL. DUAL DOMESTIC-FIRE/ELQW MAIN *,ERY! L METER A55EMP1 Y 4 F_ CITY OF SANFORD 1999 :>,) FIG. 501 I'r; 7t1RUSI +:OLLAR R009 -r '1'0 THRUST COLLAR R00DE0 70 g7 9END OR AS RELIUIPEO 94' BEND OR RESTRAINED 14Y THE CITY BACK TO YALYE AS 2 -INCH AND IX O.Y1! .AMM9M PEEBJIREO BY THE CITY Nrryr ,L INCH AND ABOVE [ SSEM9Ly 1. Au. PiPE FIiTINO$, MATERIALS, LA00R, AND APPURTENANCES SHALL YE e IPPUED BY THE CONTRACTOR, e 2. )1)- PiP£ AND f1TTINGS TWO (z LNCNE5 ANO 3GALI.ER �NALL BE TNRrA.9F.D D9U3LE CHECK YALYE OETEC70R MLTEI! SFf;HEUUL: 47 GALVANIZED SEE .L OR ttRA55. (FIGURE 50OA). A5SFM9LY (MIM)MUM) 3, l.I! PIPE AND FITTINGS Tr1R£> (3� INDIES ANDW.O£R SHALL BE RF.31RAJN>~F) JOINT 1'O' MIN ri!)CTILE IRON PIPE, AfFOVE GRADE PAW'S 'SHALL BE T'ACTCIRT-"NOf:D. (VIOURE' SFiO7). BALL VALVE 4. YAI.YES SHALL 9E CHAINED CLOSEO.1[1`1010E 50019) (2 REQUIRED) 5'0" ]Blit 5, A J. FIRE LINES SHALL BE AS APPROYED BY THE FIRE DEPT. (FIGURE 6002). 6. -[Pt.' £NTfRE ASSEMBLY SHALL BE PAINTED 'IAFETY RED FOR FIRE Pi?OTF(:710N i)'SE3 ,'. .;ID OLICK FOR ALL OTHER uIRS. 7. .', GATE YALYE SHALL 10IH3TAU.ED AT THE AS3EiA8LY'3 CONTIECTIDII P91111" 7 THE MAIN. (FIOURE. 5JO1) CtItICRL•TE SLAB . 1 A13(LYE 2'0" MIN RETECI )R BYPASS i � CtIE.CK Q__R R �?UC%1LP_R SURE ZONE DETE�Lt ASS M 1,Y DMLECHECK- 4_I_g.EDAL I2_..RI�ES RE ZQN ' DETECTQi2 l�SSEMPLY CiTY OF SANFOR.D 1999 FIC. 500A CITY OF SANFORD 1999 FIG. 5008 TEMPORARY JUMPER CONNECTION, NOTES* . 'i i. A tsmpomrf joompsr conneoflon is mjuirad m all aonnv:flone !)"wean 11,00ng aavd wtilur. inutile [Ind propei fd nY7f houttr tnuln ?nlprrrrrrflsmtS. 2. life dt:!filt eb" is to bi bald for 11111-19 arty new wuter mutn of any she from i selslinll o0lvs wulvr mvins and tvr fiuohing of num mains up to d Inciffs tit DIAMEIIR (2,5 FPanoinlniuin "Itiully), kind tur pulllrfy tusierlcAvglovl oeirnpisv fr•;frf vrry new' Lv:tvr ronin of any else. Tt,v jumper "nnv;lf,4" Avll too malMitnod unit; v11er fining, fluohtng, wiring and dleinfeoilon of the ndr rtntin hoo bin sue.dysfully 00MIA011 find ' ue to (FEE and � o Er v{ran enlol Prot ! n P alearvnce for .urs from the Florida DrpuNm fit f 1 m ) other 'fwrifnint ogwiafea have bran r,,usited. Tf» Itrng+vr tarin.vstion oholl kflso ba ushd t molnlain a mtnimum pprMsura of 21) F,A 111 The n»w nraine alter dlah,fatlkn ,End unlll Fie FDEP olorfranmv Isttor 10 vMminid ads¢uMte.' Thrust blttAing and/or rm0rulnft shall be ' provldisd tdmpvrartty, as requtrid. Pipe and fittlnye 'v, -A for aonnrstlna the nix ?1pe to the ondsiing Alps shall !vs dlulnfaatnd prior to intfallatlrri In aevorhrxe is" AY(ft CSA, 1212 wditl0rt. If,* topping steers and the gKi?rler of ttro muln 10 " topped shaft !rip dldnlsrteJ by 9pr'ifyin0 or swabbing par wvstivn it of AWWA C661--22. 3. Fluwhing of 10 Inchws in Jtdrrietar and larger wiNr ro",im niay b4 done through •His tft-1n valYs una r'Tv.y a0ntrollod,eondlikxtti. Tho fi'llowlnq prvovdures shall bi follvwad: A. The ifs -1n eafrae shelf be op"retr4 and prerwm* tsif,ad In thepraserrx of The •.,HITty' Company' art unyinavr to verify waNe Rghera tr s pd+nr ho PO -In. Yalr ni whlah are nvt wnfsr,llJht vhyll r rviolaaed with n nvw Ya1Ye tn0`111*4 Irrankrl adaly vJ)rt.snl tw ttta ._ lenkln Galva. g ! •I 0, The isroporary lvmper oonrivAun 411011 1,# sun9ruvla4 as diol llod. The j sniper ri connAFl7n striil 1» used 1, 'fill Iiia now 'motsr main and fm priYldlnq *01nr. for 10,.- ter191nft0ai sarnpling of the Tonto mala as requlmd by the FDEP pirrnll, ra e fluehlny shah not 1H aR•3mp?a9 durlriq pack rJ3rnankl hours o9 itis axlstinq irvlrir r i mmind, All dnrnrhaom 171rva in the ryvism must 1,19 open prw 10 vpnntng th> 119-111 Y11Yn. e Prvytdv Tor.arod rtiintto� Eta pr:ymlra in the R+ -in pokd. The prsiuvrs In the exfril'i muln must not drop below 55 psi. e 7119 tin -•In 211y" "Mall be op'enad d floor turn" 4rIty, ennivoTnq a prsoiurtiv drop kitmus oohs win Ix growler than. iD pit. C. The flip -in votfe shall tea louk..,Ad uluiod by Hie Vill?ty, oornpony until Nuvhlnq b6VII70. 0. The ile-In vulve shall be 0penad nntY for f1toiW09 0f the new mnIn. The prvvedvre shall be dlydcied by tNo utility compmy and ohaarrod by the engineer. E. After thushings hie Re -In Yairs shall ijs ,iriged vhd lovk0 In the afosrd "Won by the urlmy ovinpmny. 4. The aoniracivr shall proilde doounivriNtin dvo.onooifruiing that Rhe double .hvak I)aaktlaw prerenNon davlas has bsvn tested and is In grad rvepr I order of tit alma at lnaidllrrtion. l i - S. Ex"fif at requlrad to flush Rom of grtater than A Inch•i 'In dlamefer, Hte He -In valve shall remala alo3ad and shall fro I.vnk•td In tt!m dls)fI" pcalRon by this utility oorifowly. T)iv Re -•In votes shall fvrialn loclfad aiosrd unhi hie now eyetnm has bsan Cleared tar :res by 1 FOEP and rill. othrr psrtirwnt vgsn0las. •i b. Upon raosipl of denranow tar use from rK.P 11!1 alt •Ether p+riinmt ngsnnlif, the 0011fraal7r shill rvrnans the tef r-rory tumpsr nonnsat nn. The vorporutlon fstopa ore lv ' bs abopsd Ind plugged with 2 irrh brnvs phage. 7.. All init0fillon and molntrnanne 0f ihtr fempornty )front* Jnhs�non grid 'Awaluta2 ba0kftuw rretNn!Inn deylus, fMlnpa, Gabs, ats, +it'll! 4e Ifs ntpvnitblllty at the 6untrn:ihr. 7 MPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 5049 zx� , Z r GTA s zTrsnr_r1 {7L>E HrJLT3 8-11) Vol MIN. METER �C CURB STOP DOUBLE CHECK OR. 12" erval PIECc - SCHEDULE 80 PYC PIPE SET/ICE LINE LINE (TYP.) LF SEPARATE TAP TO MAIN. IN MOST CASES ,,' 1G Pr':.^.91J?K, VMFI rf_TSCT9f1 DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. XO 7" TO arN3Y 1131'30MY As K%iftn IT NOTES: (a" MINIMUM) rn. VITT Jt• b J �ir k - - ' Lr 7r r�• O.s, 4 Y. ftsAleHf FEAT YALY1.1 AJ1O rXpwrt 311M TYPICAL.RESID:.NT,IAL...RFCLAIMED y ppecc �0� CITY OF SANFORD 1999 CITY OF SANFORD FIG. 505 FIG. 502 4 4UTP'MfE "tail! �i 3 a a, 7110 x W10 Will yfJP, Fwl ».J ; 210E 4Sga r R£OUCER " 4" WA TER 4AAi AATIE uU r�i ii RM AIMED •' YALYE c F' SYSTEM LAYOUT !ft W1 1KNo (I (F.4if.VCo) OF SANFORD R£OUTAED (ITP.) (SEE NOTE t) Tv acmr.;L---• TIM111t CtK.f>N *1 A"!" TO RIGHT OF WAY UNE-" )7-�,Ifij OR MA•Irmoifb Nvj rrlpx" Mitt j To 'YALYE AA FIEC04 D !n "voit -Avl" 7}IRJIT M.1.III IWIt E0 to t 44011,i e Q or or 1. ALL 71rE AND FlMfgS, MAITMN S. IA909, HIO AMgA1tKM( CS AT THE CITY - Stbal iE :UPR =I For IN,- C71fT1R.CfOR. OR OTHER PAYED AREAS. T ALL PtPE ATr9 rrrrff Ts utmo: ((J) 1NC}YE7 Arg SAAvkR sHN1 8< RE3T',fA!lim s018f gUL'T1LE MO il RUE•. AWK ORAM JOfMtS 3. U3E PRIMER SUITED TO BASE MATERIALS. • G }yTo �'I �rR EXTERIOR ENAMEL. S. 1•HRF: (5� INCH NE7?•,Y., AND ABr1YE SHALL RE ADM Of101MID TRAFFIC COVER WHERE REM). FINISHED GRADE 2" GATEVALVE 2" 87 BEND RE31RAiNI:9 JOINT DUCTILE IRON WATER MAIN r YNa 'b r GTA s zTrsnr_r1 {7L>E HrJLT3 8-11) Vol MIN. METER �C CURB STOP DOUBLE CHECK OR. 12" erval PIECc - SCHEDULE 80 PYC PIPE SET/ICE LINE LINE (TYP.) LF SEPARATE TAP TO MAIN. IN MOST CASES ,,' 1G Pr':.^.91J?K, VMFI rf_TSCT9f1 DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. XO 7" TO arN3Y 1131'30MY As K%iftn IT NOTES: (a" MINIMUM) rn. VITT Jt• b J �ir k - - ' Lr 7r r�• O.s, 4 Y. ftsAleHf FEAT YALY1.1 AJ1O rXpwrt 311M TYPICAL.RESID:.NT,IAL...RFCLAIMED WAIER IREM LAYOUT CITY OF SANFORD 1999 CITY OF SANFORD FIG. 505 TRAFFIC COVER WHERE REM). FINISHED GRADE 2" GATEVALVE 2" 87 BEND RE31RAiNI:9 JOINT DUCTILE IRON WATER MAIN r YNa 'b r GTA s zTrsnr_r1 {7L>E HrJLT3 8-11) Vol MIN. METER 'l CURB STOP DOUBLE CHECK OR. 12" erval PIECc - SCHEDULE 80 PYC PIPE SET/ICE LINE LINE (TYP.) VIAL) P. ew-CK ryx rr9!Xso SEPARATE TAP TO MAIN. IN MOST CASES ,,' 1G Pr':.^.91J?K, VMFI rf_TSCT9f1 DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. XO 7" TO arN3Y 1131'30MY As K%iftn IT NOTES: (a" MINIMUM) rn. VITT !/1' pREr'hTrr1D XJR1T DRAWS COMPONENTS. - - �A1Ttiv,6 tri'fwiill PTIi m O.s, 4 Y. ftsAleHf FEAT YALY1.1 AJ1O rXpwrt 311M J. USE PRIMER SVIED TO BASE MATERLAL'S. (w FR4UW 11) - E)CTERIOR ENAMEL SEWER MAIN - s7 FIMW-D ssmi CITY OF SANFORD 1999 FIG. 502 4 4UTP'MfE "tail! �i 3 a a, 7110 x W10 Will yfJP, Fwl ».J ; 210E 4Sga r R£OUCER " 4" WA TER 4AAi AATIE uU r�i ii RM AIMED •' YALYE c F' SYSTEM LAYOUT !ft W1 1KNo (I (F.4if.VCo) OF SANFORD R£OUTAED (ITP.) (SEE NOTE t) Tv acmr.;L---• TIM111t CtK.f>N *1 A"!" TO RIGHT OF WAY UNE-" )7-�,Ifij OR MA•Irmoifb Nvj rrlpx" Mitt j To 'YALYE AA FIEC04 D !n "voit -Avl" 7}IRJIT M.1.III IWIt E0 to 3tY rK CM 44011,i WAM, OftfatAUT SIDEWALK (TYP.) BCSfIVIHM AS KWIRrLD 1. ALL 71rE AND FlMfgS, MAITMN S. IA909, HIO AMgA1tKM( CS AT THE CITY - Stbal iE :UPR =I For IN,- C71fT1R.CfOR. OR OTHER PAYED AREAS. T ALL PtPE ATr9 rrrrff Ts utmo: ((J) 1NC}YE7 Arg SAAvkR sHN1 8< RE3T',fA!lim s018f gUL'T1LE MO il RUE•. AWK ORAM JOfMtS 3. U3E PRIMER SUITED TO BASE MATERIALS. SHAZL .tri: FAr:fUflT j fLAA'TEO. EXTERIOR ENAMEL. S. 1•HRF: (5� INCH NE7?•,Y., AND ABr1YE SHALL RE ADM Of101MID DOMESTIC METED AND DOUBLE RF�iLU EC D PRESSU E ZONE Mn1A 11110 YIITiv U r NIZ CITY OF SANFORD M VALYE3 V41. 9"c M.M.O MORD. FIG. 503. 3. THE AarYIE rROYt101BTPASS SMC SMO. NE BRED FUR FM TWIN REGaTHEWTAr.. I 1999 FIG. 404 Il. ALL rwI LMIt3 "L iE A rsiWON W EIOM (B) Mr -(E7 OR AS AyPYi0YED ITT THE FME DEFT. 7. TQC EHTLYX' A3*r:',I3:"T 41!N.L 9E PAF7T'sD mrf.T'f RED TDR FM FRIJTECnUx V1I 5 AHD USH:Y. FOR NJ. DTth"R MIL K AT nit ASSEWLY"S A. A OAT£ YAL M SHALL RIVA!Stb CDNNEI.nM fD!HT 110 THE VAN. S. DUAL L $Ttrf)el? fS.Pfr VAST" i,FT.'KY SHtdl 9E _ THE'Comm-JHO Tref . . 1D. O91dinC YIATT_Tt MAiItA. '1ITT_il5 'MU1. K !MIER COMrMMO - Dx INLNfr TUxs1H£ TYPE Ae DETERMR4ETJ FfKN THE PADPOSSD VIWE IN ACCDR MCE ITIM APPENWX D" OF TnE VIT Pz MANUAL. DUAL DOMESTIC-FIRE/ELQW 09MESTIC WATER MAS ER METER A55EMP1 Y 4 F_ CITY OF SANFORD 1999 FIG. 501 DOUBLE METER BOX (18' x 24" MIN.) 6" 2" 9(.f FJEiin �- TAPPED CAP NOTES: 1, ALL 2 1W311 PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANi?ED ;TE -7L DT? 7RASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE . ON JO!^j1. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER FL;JS CORPORAT16N MODEL VB 2000 OR EQUAL MAY BE Si,JBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999. FIG.. 403 DraJBLE SINGLE ate. ori' z% METER 'l CURB STOP DOUBLE CHECK OR. m m� SCHEDULE 80 PYC PIPE SET/ICE LINE LINE (TYP.) h SEPARATE TAP TO MAIN. IN MOST CASES ,,' 1G TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. WA ER MAIN NOTES: (a" MINIMUM) 1. A PJSITIYE DIELECTRIC COMMECiIOM SHALL BE MADE BETWEEN ALL GALVANIZED AND DRAWS COMPONENTS. ..K m OR OTHER PAYED AREAS, z J. USE PRIMER SVIED TO BASE MATERLAL'S. • E)CTERIOR ENAMEL SEWER MAIN 4. DEVICE SHALL BE 12 INCHES (MINIMUM) AWYE HIGHEST OUTLET. IRRIGATION METER PRUSURE.YACUUM BREAKER 9 REDUCED PRE CITY OF SANFORD 1999 FIG. 502 �i DOUBLE METER BOX (18' x 24" MIN.) 6" 2" 9(.f FJEiin �- TAPPED CAP NOTES: 1, ALL 2 1W311 PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANi?ED ;TE -7L DT? 7RASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE . ON JO!^j1. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER FL;JS CORPORAT16N MODEL VB 2000 OR EQUAL MAY BE Si,JBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999. FIG.. 403 DraJBLE SINGLE ate. ori' z% METER w CURB STOP DOUBLE CHECK OR. m m� SCHEDULE 80 PYC PIPE SET/ICE LINE LINE (TYP.) h SEPARATE TAP TO MAIN. IN MOST CASES ,,' 1G TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. WA ER MAIN NOTES: (a" MINIMUM) 1. A PJSITIYE DIELECTRIC COMMECiIOM SHALL BE MADE BETWEEN ALL GALVANIZED AND DRAWS COMPONENTS. 2. 'AE1;:R SHALL BE IMSTALLEO B£TrfEEN'SIDEWALK AMD .URO 'WHERE APF'U;'ADI-r, m OR OTHER PAYED AREAS, J. USE PRIMER SVIED TO BASE MATERLAL'S. x r E)CTERIOR ENAMEL SEWER MAIN 4. DEVICE SHALL BE 12 INCHES (MINIMUM) AWYE HIGHEST OUTLET. IRRIGATION METER PRUSURE.YACUUM BREAKER 9 REDUCED PRE CITY OF SANFORD 1999 FIG. 502 �i r R£OUCER " 4" WA TER TYPICAL COMMERCIAL uU r�i ii RM AIMED WATER IRRIGATIQN SYSTEM LAYOUT CITY OF SANFORD R£OUTAED (ITP.) (SEE NOTE t) 1999 FIG. 506 DOUBLE METER BOX (18' x 24" MIN.) 6" 2" 9(.f FJEiin �- TAPPED CAP NOTES: 1, ALL 2 1W311 PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANi?ED ;TE -7L DT? 7RASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE . ON JO!^j1. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER FL;JS CORPORAT16N MODEL VB 2000 OR EQUAL MAY BE Si,JBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999. FIG.. 403 ,;(JIEOULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80PYC PiPE' REDUCED PRESSURE DEY?CE A,N9 FI'ITINIGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AND LID UNION UNION TO UE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30" AD�JYs CURB 4" TO 6" GRADE FINISHED- --GRADE DraJBLE SINGLE SCHEDULE 40 GALVANIZED METER LOTS (TYP.) CKME (IVP.) SERVICE (TYP.) CURB STOP DOUBLE CHECK OR. PROPERTY SCHEDULE 80 PYC PIPE SET/ICE LINE LINE (TYP.) APPLIES ONLY iF IRRIOATiON METER HAS SEPARATE TAP TO MAIN. IN MOST CASES ,,' 1G TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. WA ER MAIN NOTES: (a" MINIMUM) 1. A PJSITIYE DIELECTRIC COMMECiIOM SHALL BE MADE BETWEEN ALL GALVANIZED AND DRAWS COMPONENTS. 2. 'AE1;:R SHALL BE IMSTALLEO B£TrfEEN'SIDEWALK AMD .URO 'WHERE APF'U;'ADI-r, m OR OTHER PAYED AREAS, J. USE PRIMER SVIED TO BASE MATERLAL'S. FINISH WITH TWO COATS OF FUR? LL E)CTERIOR ENAMEL SEWER MAIN 4. DEVICE SHALL BE 12 INCHES (MINIMUM) AWYE HIGHEST OUTLET. IRRIGATION METER PRUSURE.YACUUM BREAKER 9 REDUCED PRE CITY OF SANFORD 1999 FIG. 502 CLEAHOUT LJ (Tyr) ` R£OUCER " 4" WA TER MAIN (MIN.) 6" FIRE FITTINGS AS HYDRANT ASSEMW.Y R£OUTAED (ITP.) (SEE NOTE t) RIGHT OF WAY UNE-" SEPARATE TER CURB j BOXES WATER MAIN 1. A POSITIVE. 0MUCTRIC CONNECTION SHAD. ISE MADE 9UWEEN ALL GALVANIXED AND ' SIDEWALK (TYP.) RIGHT OF WAY LINE ANO CORA WHERE APPLICABLE. NOTES: OR OTHER PAYED AREAS. I. ANCHORING TYPE 90" BEND SHALL, ONLY. BE USED, WHERE RIGHT - 3. U3E PRIMER SUITED TO BASE MATERIALS. OF -'MAT CONSTRUCTION WiLL NOT ALLOW INSTALLATION OF A . EXTERIOR ENAMEL. STRAIGHT ASSEMBLY. DOMESTIC METED AND DOUBLE RF�iLU EC D PRESSU E ZONE 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM CITY OF SANFORD TO THE INTENT OF THIS FIGURE, FIG. 503. TYPICAL SERVICE LOCATION DETAi�r' CITY OF,,,SANFORD 1999 FIG. 404 ,;(JIEOULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80PYC PiPE' REDUCED PRESSURE DEY?CE A,N9 FI'ITINIGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AND LID UNION UNION TO UE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30" AD�JYs CURB 4" TO 6" GRADE FINISHED- --GRADE ?�` +• ^� SCHEDULE 40 GALVANIZED METER CURB STOP DOUBLE CHECK OR. SCHEDULE 80 PYC PIPE SET/ICE LINE APPLIES ONLY iF IRRIOATiON METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IMIMOAT9M MEfCR WILL OE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE . SAME 3EI6OCE CONNECTION. WATER MAiN NOTES: FINISHED GRADE. 1. A PJSITIYE DIELECTRIC COMMECiIOM SHALL BE MADE BETWEEN ALL GALVANIZED AND DRAWS COMPONENTS. 2. 'AE1;:R SHALL BE IMSTALLEO B£TrfEEN'SIDEWALK AMD .URO 'WHERE APF'U;'ADI-r, OR AT PROPERTY UNC AHO IN NO CASE SlIAL.L IT BE INSTALLED IN SIDEWALK OR OTHER PAYED AREAS, J. USE PRIMER SVIED TO BASE MATERLAL'S. FINISH WITH TWO COATS OF FUR? LL E)CTERIOR ENAMEL CURB 4" TO 6" 4. DEVICE SHALL BE 12 INCHES (MINIMUM) AWYE HIGHEST OUTLET. IRRIGATION METER PRUSURE.YACUUM BREAKER 9 REDUCED PRE CITY OF SANFORD 1999 FIG. 502 DISINFECTION 8elvr4 biing placed In strAco, all nen water mains eholl be'chlorindtsd in ancvrdnnce with the ipaclflcotivns bolo+r and ih9 procedures oufilna In AWWA C-651 •Sfandard Frocedury for Dislnfacfing Waisr Mains'. All provIsloni of the Florida Department of EnYlronmintul Protection permit shall be compiled anti. WATER SYSTEM TESTING: Hyydroxlull,; i!iiiiing Shall bi parfurmid olt 150 poumis per square Inch pre33ure, unl"') oih.rxlvm approved by filo City, for a porlod of not lava It on term (2) iaurs. Ta•flnq Shall be In aCCardanne filth the oppliable praYlstans us s3f forih In S -s ilan 13, AWtlA Slandclyd C6(>O for c t p r bar M-•23 for PYC I a. du tl Ie Iron pipe and My ival Nurn PP n PP The tatting prvzs4ure shrill inOuds the contlnurJ appNeailon of Nor spar:Iflod pro-4sara to the i9st syiiern, for ire Lira sour parlvd, .by way at a pump f9kLiy iupdplyf ifarn.a ^ontatnvr tult'ible for inaiai ivin wailer Ives. The amount of leas ahvll Ee dotsrminn by meaouring the yy f volumn ditptacvrt itorh said .antalnsr. Should the ta4t fall, nvcasrary rnpalrt shn.l iia a e t e sd u within the satobiietled lfagta. The a0cump!13hh 1 by the 0ontrar,t r and the tea r peri hits I I :ordrvctor shah furntoh the r.e.3ivary tabor, water pumps, gaug.ss and ail tither Pima rsqulrod to coI,d'ict the requirod wafer dletribution xystam and perform necessary ripalrs. WATER SYSTEM TFSTLNG CITY. OF SANFORD ►INF_QTI00-1 1999 FFIG. 507' SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR. SCHEDULE 80 PYC PIPE REDUCED PRESSURE DEVICE AND FITTINGS METER BOX AND LID UNION UNION TO 9E FLUSH WITH FINISHED GRADE. SHUT OFF VALVE r12" I TO 30"' A90YE i CURB 4" TO 6" GRADE FINISHE GRADE ".METER y -- SERVICE LINE CORP. STOP iX)UBLE STRAP SADDLE WATER MAIN j NOTES. 1. A POSITIVE. 0MUCTRIC CONNECTION SHAD. ISE MADE 9UWEEN ALL GALVANIXED AND ' BRASS COMPONENTS 2. METER StIALL RE INSTALLED, BETWEEN SIDEWALK ANO CORA WHERE APPLICABLE. OR AT PROPERTY SINE AND IN NO CASE t,HALL IT BE INSIALLED iN SIDEWALK OR OTHER PAYED AREAS. 3. U3E PRIMER SUITED TO BASE MATERIALS. FINtSM WITH TWO COATS OF 1N.ACK EXTERIOR ENAMEL. DOMESTIC METED AND DOUBLE RF�iLU EC D PRESSU E ZONE CHECK VAI yE OR ASSEMBLY CITY OF SANFORD T1999 FIG. 503.