HomeMy WebLinkAbout2800-2848 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.