HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 3 - Responses (13) -07
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3 KEY MAP 0009_WATER P&P
11-4
\-12 LF 8'PVC ` \.. m - -'4 NDO L/C
a
N i2 LF 8-PVC
,I 4 ✓ F I tl 'l -_ 1 I. REFER TO COVER SHEETS FOR LEGEND AND Ate^"
f I tI NOTES
TIE TO WL-D6 ITV a. £ _ i �� o oEl�•�,L ��
i _ �' 2 All WATER ' ,,,,•�LOCATED ON LOT LINES ARE 3/4' 2
p m - .a 3 ¢ 1 ''�? - ��..• `rt vIT SERVICES, OTHERWISE THEY ARE �U /ONAI EaG
jl ' 3 - t3 ' W•q TYPICAL SINGLE r METER PIT SERVICES
r I - � A A. + a v� 1 p�y •
T�.et-06 I LF18'PVC +4. IT+ n i ■
72 LF 8-PVC o- I
S 5 S \ I
LF 8'PVC rH o 3 a' f
3
I .._ - o f {¢ WATERMAIN JOINT RESTRAINTS
M SS -S I z- ;n N
-x8- Tee .. PLu; Vn
-8- GTV(NE)SE 1.
n n-' F- :k
SEE SHEET M ") SEE.SHEET I
Z REDOCER =_- W
` 0
ie
16 1 CD
BENDS a
LENGTH OF RESTRAINED::FE. m
5010
5010 PIPE SIZE
_07 '" (n
L
Q Z
ARV N/h - Q (L .J
. 90'HORIZ EEND 76• - Q CL
5005 j 45'HCR Q.BEND
SC v __ 2112'HORIZ.BEND 4' 5 Z LU
1 '/4'-ORIZ. BEND 2
NE-LCER 10 4- 43. 74' C Q
e. _ _ _- 4EliCER 'f, fi' 25' L2' C
_ -_ - - y
RE,.,CER TO 8• N/A 45'
5000 _- - -- - - __ '' _- - ---- - R"D.,CEY'0 10' N/A
> 1. RgES�TRAINTS SHALL BEE PLACED ON
o m i o JOINTS AT THE LOCATION OF ALL
4995 I e _ _ - ESTRAINT�I SINDICA DEINT TABLE
4995
2. LENGTH REFERS TO THE AMOUNT OF
1 PIPE WHICH MUST BE RESTRAINED
_ TOGETHER.
. i
c v 1 LENGTH OF RESTRAIN PIPE MEASURED
m v y c c ! v EACH WAY FROM VAL S AND BENDS.
4. SINCE VALVES ARE CLOSE-ABLE, THEY
4990 _ c m - m m m o c m m ARE CONSIDERED A PLUC EAD END
m o m m N m f. _ g - I.o° H 4990 APPLICATION.
m b�' �Y� mBIA n iAN h ' 8�„A 0p hN N O O n N
p m n .60 uj �� . N f N n n f n �n .1� tV o.fc 1. .0 O;r m v' = 5. MIN 5.0'GROUND COVER REOD.
o N o N N N N H n n v n a0 n 0D $ a0 n a0 u m + m 6. ASSUMES 150 PSI TESTING PRESSURE
1FJ-' 4�J IV '1 f
H O
4985 _ rn x rn x 'm x m x ran x v, x _ 4985 7'8T,IHC.9+50 10+00 11+00 __. 12+00 13+00 -- 14+00 15+00 16+DO 17+00 18+00 CONSLLING ENGINEERS
SuNe 200 iort C
C• 200 80835
t 9•C 1.60`5�
•�I230.0009.DO
a JULY 17, 2024
40 0 u 80
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VERT:,'_4
V
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/i K
WL-O6
SEE SHEET 100 SEE SHEET 100
/ I I A. 14+ 4. 4 I A. + T.
-
yc,/ WATER SERVICE(T1P.) J "x8" Tee 2-8•GNB(x6 HW -
13 LF Be'P - 7X'SE)
8' GN(NE)(N
5 S S g 6' g- - __ -F � 8" W'W BRB
_ Y D cc
to oo n.00 _
_ 351
BRB
\ -s s �+ s s- s s- (� s A s �+ S s -- S- - s KEY MAPOD09_WATER P&P
Q.. W o
. t
5 o y g "• ARD
N4ff.$IR I R IR R IR R IR R �:- IR R IR R IR R IR R 1. REFER TO COVER SHEETS FOR LEGEND AND ADD11IONAL
1.at
A.1 + IRRR I IR R la R 2. ALL "ERVICES .OJT L.....ARE 3/4•
,�E� -r DUAL METEn _ ._ ,:;;ES,vInERWISE THEY ARE yCNAL E�
_ -i-T T7 1 F TYPICAL SINGLE METER PIT SERVICES.
m - t.. _.
ST-IA o -
!.I } - a I HINI a al
--r--I'—T-- t�--�---}T--- - yT— I '. I --r-- --�--•---r if I i t W i
o a al a HI a al a al al / \, I. ai)al a HI a al a al WATERMAIN JOINT RESTRAINTS
TIE TO WL-09 i f
$ I E I I I I ,` c •R Puc A, —
SEE SHEET 100
Icor .
REDUCFP, TFF L W
0 ••i
0
=ems M� o CL
ENGTH OF RDTP Ih= PL^E W W
06
5010 P.PE SIZE 8" t< (n 0
r Z
WL-08 5010 RTTINC L Q = Q
1 , ' ARV N/A IvjP ` ^ J
l�n, HORIZ.BENC 18' 25' Q L'L CL
INSULATE h INSTALL j )�•J'},✓ <5'HORIZ BEND B' tt' ry.
BLUE-BOARD UNTIL MINIMUM
COVER IS OBTAINED. "� �✓ '0 ; i i 22 7/2'HORZ. BEND 5'
5005
tt 1/4'HOR12.SEND 2 3' Z w
O L
_ I I Q
fi r - - - - -• 5005 Ce ;
REOUR TO 4' 7a'
REDUCER TO 6" _°' 62• L
REDUCER TO'0" k/A5000
2�
.—�' _ - _ -__-_- - 5000 -
MGM
�i E� g{
1. JOINTS ATSiHE LkEIEION W ON
FlTTINGS. ADanoNAL LENGTH OF
4995 !
RESTRAINTS IS INDICATED IN TABLE.
a _- _._ _ I ( 2. LENGTH REFERS TO THE AMOUNT OF
4995 PITTM MUST BE RESTRAINED
R.
3. LENGTH OF RESTRAINED PIPE
MEASURED EACH WAY FROM VALVES
m >8 AND BENDS.
m - ! 4. SINCE VALVES ARE CLOSE-ABLE,
4990 m8 in _ .. - 8_ -. $ o m THEY ARE_CONSIDERED A
4990 PLUC/DEAD END APPUCAnON.
ISn m n oo m 5. MIN 5.0'GROUND COVER REOD.
w m m +m ! $ o$ o ~$ m $ + _ i° .m $ 6. ASSUMES 150 PSI TESTING
I�1 - N $ o m o ++ m PRESSURE
14
I N ULi_5 N f~yl � CON9MC ENGINEERS
4305 N x y x x < < < 4985 ,/ Wntlrc Way 20+00 /9+00 18+00 - - - 17+00 16+00 15+00 - - 14+00 13+00 - - 12+00 - -- 11+00 -'- -- 10+00 9+75 /�' wne zoo Ferr.CaII,s
Cdwedo 60525
Plane 970.226 0557
1230.0009.00
'H:I•-40'V:1•=4-
wE
JULY 17,2024
40 0 40 so Fl—d. HOR2 1.40' f-t 07 of 216
VERT:,--4'
i
tN
�(1i. WL o9
SEE SHEET 107 BRB
I 1 t L 1 I •t _ SEE SHEET 107 �`� OAP
BRB
# E E E , K.S 0009_WATER P&P
g TIE TO VM_-08 - �': Fib .��+>" yN Iv I J
tl1 t - NOTES
......
17 LF 8'PVC ,_I_ _ .I __-I-- a tll a I a Ell , V •E1 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL
A + a t Arm All a t _ July i NOTES.
al 111 a dl a2�al a7>lat t '-+:
,1 I B�xB' T 1 I % 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4' OSf ?�
r. -8"GTV(SW)(SE � DUAL METER PIT SERVICES.OTHERNISE THEY ARE a /0.NAl
6 LF 8'PVC
A.8'x8'T I WATER SHE��•� T 7+t 4 TYPICAL SINGLE 3'METER PIT SERVICES.
-8"GTV N � S `W S
_F
S S W
££_.__ _w S_S S I I _
- - -L. _ __ - - - - - - _S 5-1 S_
TWO 8'PVC _ .s1.y- si�/ ti7
+ts.00 LLEY C tst uwo - .,L
5 - -_� j S S p - S - -- S_ 5--- -S
22 LF 8'PVC -
PLUG VP V
1LJ i
}rr SEE SHEET 109 T,- ZO Lu
3 A Vj _
solo — so10 SENDS Q�
- WL-09 j LENGTH OF RESTRAINED P�P� Lu 06
�w•- i PIPE SIZE 6' 12" Q Z
5005 �.�, ----- -- - - - FITTING L L Q
PPDPOSm I ARV N/A N/A � � J
-L _i 5003 9G'nOR12.BEND 19' 25' Q a.
GRADE - - - - _—. it 45'HORIZ.BEND d' 11' /Y
L,L
E+OSnNG 1 22 1/2'HCR'Z.BEND 4' S' W
GRnDE n a m t1 1/4'HOR1 BEND 2' 1' O
5ooD �- __ —� Sg L
I _ I REDUCER'O 4' 43' 74'
`'-r 5000 REDUCER TO 6' 25' 62'
__-•___ Y _ rj --
_ REDUCER TO 8'
REDUCER TO4995
-- - - __ _ 4995 1. RESTRAINTS SHALL BTE1 PLACED ON
F INGS.JOINTS T ATMDDI110�IIAAL L�£NGT�
RESTRAINTS IS INDICATED IN TABLE
j
- 2. LENGTH REFERS TO THE AMOUNT OF
PIPE IER
49D0 MUST BE RESTRAINED
. TOGETHER.
_ 4990 3' MEASURED EACH OF WAy FREQ P01AEVAlVES
I AND BENDS.
4. SINCE VALVES ARE CLOSE-ABLE,
THEY ARE CONSIDERED A
a v I PLUG/DEAD END APPLICATION.
4985 a o v j I 5. MIN 5.0'GROUND COVER REOD.
- -- - - - - - - m` m F! — — _ ! __ $ 4985 6. ASSUMES 150 PSI TESTING
PRESSURE
r
T %0 4^.mco + g .� T8T,IMG
<a <!J F F a f O CONSULMG ENCNr'F:5
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to N N S 5 41 I N S 4950 Ooiaalo 80525
_ Pbpte'970.1111t17
20+00 19+00 18+0D 17+00 18+00 1 00 14+00 13+00 12+00 11+00 10+00 9+50 ce rn
1230.OD09.00
as
JULV 17,2024
50 0 50 too stn
,eolo HGro2:1•-5G' fm 108 of 216
PERT:1'�5
S
�JeS " -
r 1.
In
SEE SHEET 108 SEE SHEET 113
m
N I _ Eli
'
rn ¢ _..I -12'GTV 4 / W PusMm
22 LF 8'PVC < '• - >;
ut, F i t3 LF 8'PVC r
8'x8'Cr 58 LF 8'
SMAA� T 1 STA. T + 1.
( '1. I 6'GTV(NE)( N I : A. g•xg•T + . / DAP
-GTV T -8.GN(SE)-6 �' - I�. +- I �. ( 8"GGTVS N -_ // ii. / BRB
'GN T P- -
�.u,.1c
KEY MAP 0009-WATER P&P
_ xL-10 j I I a VOUNTAI�1 YALLOY)WY I I I� I OQ I I t I I -'i N.T.S.
-t0 `
298 LF 8 P 12+00 - .. r
218 LF 8 PVC 'km t0+00 163 LF'B'PVC NOTESDO Up
..
1 R COVER SHEETS FOR LEGEND A-10 ADDITIONAL �y,SLpV
NOTES.
TO
+ 4. E 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4•
n SET 21.53' ;� J DUAL METER PIT SERVICES.OTHERIMSE THEY ARE TONAL E�
YDRANT40.00 / � y TYPICAL SINGIF fi ME— 1'SERVICES.
�l y ail
RESTRAINTS
SEE SHEET 108 {I SEE SHEET 113 SEE SHEET 99 PLUG VALVE
RFpJCFR TEE Z W O J
u-
0
m
5010 - " a.
VYL-1� ; �0 LENGr�Oe_eEs-��F_e_ m Lu 06
PIPE SIZE 8" 1< (n Q Z
FITTING l L
5005 � I ARV N/A N/A
Q 2 J
5005 90'HORIZ.SEND 18' 25' Q LL a
PROPOSED_ I j 45'HORtZ BEND B' 11'�ADE I I 22 1/2'HORIZ_BEND 4' S' z LiM
N g 0 I I I 1' 1/4'�O1RIZ.BEND 2' 3' O F•�,
}¢ r I I I REDUCER 1O a 43- 74' C Q
5000 1v II500
0 REDUCER TO 6" 25'
EXISTING $ I •^> _ I --- 1 - _ —_ _ REDUCER TO 8"GRAD NA 45
E�1 ��55 PVC i fl R.'000ER TO 10' N/A 25'
4995
-- _ _ ---- _ _
__- _-__--1 _ NNTS SHALL Bgg PlA�y,�YT�ON
4995 JOINTS AT THE LOCA110N UT ALL
I> FlTTINCS. ADDITIONAL LENGTH OF RESTRAINTS IS INDICATED IN TABLE
Z PPRE ITMM1iCHM USTTOBE RESTMRAAIINEDOF
�. $ c TOGETHER.
4990 _ 1 4990 3. LENGTH OF RESTRAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS.
z 4. SINCE VALVES ARE CLOSE-ABLE,THEY
ARE CONSIDERED A PLUG/DEAD END
m APPLICATION.
5. MIN 5.0'GROUND COVER REOD.
4985 D o i i �_ o f c c I ! o I ��$ $ 6. ASSUMES 150 PSI TESTING PRESSURE.
4985
0
mr¢J g~ <+ a I - }H
� wo� GIt ' mN + CONSULTING ENGINEERS
S
748 ft,l ,W,y
t.
SiDOFCVIn 80525(A 2 _ 0 = . N _ 4980 PP 970 226 0557
9+50 10+00 12+00 1 + 00 15+00 16+ 0 +00
a 1230.0009.00
H:1'=40'V:1"-4'
04A
DULY 17.2024
>aI4 »0Ra,-.40' «, 109 of 216
IERT.1��4'
/ �-
Ji
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SEE SHEET 107 6
1R R 'y \ \ •N` \ � ! � . l � �� .!'. AF Vd ,_%"_ � '; WL-11 �
-a- Tea
BRB
'x6'Tsa(SNIVEL
74 Ln
DAP
.. BRB
S, LF 8'PVC- .\ d tll 8 tll tl'Ell tl m \ 1 + t55\
s7 LF 8-1PVC ` F KKEY-TMA�P- D009-WATER P&P
A.1 ,N Iv.I.J.
Ban
IS'11.25
a\`� 51 LF
8 x8'T '•,W 5 - yr!R 81'9 \,- ✓' I. REFER TO COVER SHEETS FOR LEGEND AND ADDITIDNAIG
S S S S _ S _S _ _ - pJC`- 1 f NOTES.
_ -- --- -_.- 3\f 9 .\' �-! t
N ,t,L_tt - - t', \; s 2 ALL WATER SERVICES LOCATED ON!' -.NES ARE 3/4'
LF" PVC - •n'OO -- i6i00 - 272 LF 8 PVC .. tS''�: �f t - f�- DUAL TCPICALETER_PIT SE r'T SERVICES THEY ARE
1 _._
S S S S S u - S -_S_ - - S
SEE SHEET 107
WATERMAIN JOINT RESTRAINTS
PLUS VALVE
P [� RFO.ICER FF Z Lu
O LL
O
5010 >
5mo BCE DS MQ�A Q om.[
r�pP>ntE� I I nL j - I I LENGTH OF RES-RA NED=PE W W OtS
`.` PIPE SIZE 8' ? (� Z
FITT,NC L L. Q Q
5005 - _ 5005 ARV *`/;. N/F i J
90'HORIZ. BEND 78• 2`_ ¢ a
I I CL
45'HCRZ.BEND 3' li• III- M
{ 22+/2'HDRIZ. BEND 4' S' Z W
G b o & I t/4•^'ORIZ BEND 2 3' O �,
5000 «• HE:UCER TC 4" <3' 74' C Q
- 8 i REDUCER TC 6' 25' Ge" e
REDUCER'C 6' N/A 45.
i
REDUCER i0 10' N/A
4595 4995 NOTE&
RESTRAINTS SHALL BE PLACED ON
JOINTS AT THE LOCATION OF ALL
a: FITTINGS. ADDITIONAL LENGTH OF
RESTRAINTS IS INDICATED IN TABLE
2- LENGTH REFERS TO THE AMOUNT OF
_ 1 PIPE 1M11g1 MUST BE RESTRAINED
4990 _ I ''� - TOGETHER.
-- _- - -- --- - - - -- - 4990 - 3. LENGTH OF RESTRAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS.
- 4. SINCE VALVES ARE CLOSE LE. THEY
I II ARE CONSIDERED A PLUG,D01)END
r APPLICATION.
4985
5. MIN 5.0'GROUND COVER REOD.
4m _ 6. ASSUMES 150 PSI TESTING PRESSURE
c v a TST,IHQ
CONSTILTMG ENGIHEIIK_
4980 mon<rn:_.iNtyxOn J .-NmHn.<mI:x-J - I Nn!�<-a-�Nx,n: ba<N_Oi2n h<t-i x O<Fm mn O< ~2♦I<V-•I m~1a>J:0<ni m~Yz>€!np°^<° ~¢>m4€1 r<n- ~m<'m.,<m FNm- FyK>€�-.<N t o HYs>me!^<_ >mFyK�'<n-eH{¢>m�0 mmN.<m _ H<O- Kmm0 tio< fzmc
oO
4980 �rzn5
ea2-090]cO 2nY 6C.0e_r
5
s
ro e0525m Phmm
m r+m u 230.009.00m c + O e ++ + 0mO m + ++m � � m <T
N NNe H:1'=0 V:1':4
]'
<
no N >� % 497$ JULY 17. 20244975 x y
18+50
18+00 17+DO 16+DO 15+00 14+DO 13+00 12+00 11+00 10+00 9+50 40 0 40 so
, - HOR@, 110 of 216
VMT:1'�4.
--v °f c
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R III L fllfJJ
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WL-12 '
L:I__.
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wr
SEE NIGHT
-- - - - J
{ ' 1 -
r;
_¢ ¢ BRB
WATER CE(TYP.) r 1 �,\ A z DAP
23 LF 6•P BRB
0.1 1-6 G (SW
_ S _IS -8 G N - _ �1 KEY TMAP0009-WATER P&P
- I _ S.
m + pp0 U0
93 LF s-PVC Ix8•Tee \� - NOTES ,yg
-8,CN(NW)( N I' Cl',•' _d(<O�,(�C
3 ,a;1 REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL C1QN'
8 LF B"PVC + _ _ ¢ 8 r. - NOTES.
°j OFFSET 11.44 b I
H / ` _ r A I - 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" p1
"x8•Tae I I¢ 5 DUAL
b METER PIT SERVICES, OTHERWISE THEY ARE a �ONAI.Ea
4 __-- / / /h �, i T8•GN(NW)( _? f a - TYPICAL SINGLE METER PIT SERVICES.
18 LF 8"PVC / S - S 1 I / A.1 f +1
yys / p 8"x8"T LF 8•PVC M-+
8'P Z 1.
1 / 71E TO IMr11 S -. _ S -8'GN(NE)(N _ --
J r I
1 - W
S _ 4411 - _ ��� o LF-8 PVCrf 131 LF.'r P T _ 1 WATERMAIN JOINT RESTRAINTS
CEO -13• �
PLUS JALo�
w
FO,)CFR -FE_ Z W
LL
O
cc
BENDS CL
LEND-H OF RES-RAINED=pF ? W
06
PIPE SIZE Q Z
5010I71�NG l L
_. _ 5010 5010 ARV Q
5010
_- WL-12 - WL-13 -- — _ — END 6 Q n.
MOPOSED <>h--- BEND n' M
GRADE I 22 112'HORr_ a' Z
y^ ,� V 1/4'HORIZ. BE 2' 3'
5005 m 5005-_ 5005 -_ - - y'� 5005 - ER TO i 43' 74'
oIII _ 2-5 62'
n m
v w
o <F]uCER To 8" N/A 45�
o ffi
RED'�CER'0 1C" N/h 25'
WOO STNG ' 500O �rnuX
GRADE I 0 _, i __- _ -\ -
5000 NOTM
I.
g�g�,�,�NTS SHALL PLACED ON
FlZN SAT THEE 0OCA LIN E NC N YN
RESTRAINTS IS INDICATED IN TABLE
u m 2. LENGTH REFERS TO THE AMOUNT OF
_ 4995_ _ T PTM�MUST BE RESTRAINED
4993 - - - -- 4995
4995_ 3. LENGTH OF RESTRAINED PIPE MEASURED
- EACH WAY FROM VALVES AND BENDS
4. SINCE VALVES ARE CLOSE-ABLE, THEY
AR UCONSID ED A PLUC/DEAD END
4990 49gp 4990 - 5. MIN 5.0'GROUND COVER REOD.
4990 6. ASSUMES 150 PSI TESTING PRESSURE.
v v v
TBT;IMC.
4985 a 4985 u o v r
m m m e Y - - - - - r 4985 e fr v a DDNSV 2001TING ENGINEERS
h 0 rag 1Mtlaa%'a
ld n ni O F $- v? _ E- m m e_ _ € 49135 Cav�aaoF�eDs1S:^s
f O m N m Y m m Prime 9)D.226.OSS1
O b b to
ao o m o 'm� + + � + .� + m +'ro I
o 230.0009.D0
a :2m 14
4980 H N N N S = 4980 _,4980 = rn x x mm y N w = w _ E�iE 498.0 �h JULY IJ,2024
9+50 10+00 11+00 12+00 13+00 50 10+00 11+00 12+00 13+00 14+00 15+00 o e0
Hm? 1-=.D' ,.� 111 of 216
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• 4 I 6 lF 8'PVC
&LF,B"PVC 1+ i 1 N5 11' _ 1_ _ _ __ _ _ S S 21 LF B}PVC" FFO B BRB
ALLEY G .�-/a - llaWill DAP
d'---• ...�--- ,i4a= - 250 LFB�PVC ,1.°0 o6a.a
- _ BRB
r-- --- ,-' M S KEY MAP 0009_WATER P&P
N.T.S.
`N A. 1 + NOTES
"x8"Tee ' uer p�P d\
TA'tGN(NW)(NE 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL 1YV�JC�
N 55,05 _ \ NOTES.
.+,•�' 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4"
DUAL METER PIT SERVICES, OTHERVASE THEY ARE �•.••EaG
` �F" TYPICAL SINGLE METER PIT SERVICES. ONAI
W 'x8'Tee y�
�J$ 2-8"GTV(NWXNE
T 4+ 4. WATERMAIN JOINT RESTRAINTS
PLU- VAL�F
RFDJCFR TFF Z LLI
LL
O
BENDS 1 0 cl �.
LENGTH OF RESTRANEO=IPE M
aS
PIPE SIZE 8' W.,5010 _ 5010 �ITTiNC L L Q = Q
'M--14 i ARV N/A NIA > CL J
90'HORIZ. BEND 16' _ Q LL L
/L
45'HCR�Z.B 11' LM
��.F4X1 i END V a LL
5005 1 22 1/2'HORIZ BEND 4' S' Z LLI
5005 1' 1/4'wORIZ. BEND 2' 3' O
j REDUCER TO 4" 13 14' C Q
mom- REDUCER TC 6' 25' 62' G
ExiSn•;G $ REDI;CER TO B"
REDUCER TO 10"
50M 8'PVC 5000
NOTIM
1. RESTRAINTS SHALL BE PLACED ON
JOINTS AT T ADDITIIOONNAL LLENGhtA�
RESTRAINTS IS INDICATED IN TABLE.
4995 OF
_ _ _ 4_gg5 Z PIPE WHICTH H MMUST BE RESTRAINED
TOGETHER.
3. LENGTH OF RESTRAINED PIPE MEASURED
.- EACH WAY FROM VALVES AND BENDS.
a L S 4. SINCE VALVES ARE CLOSE-ABLE THEY
o + ARE CONSIDERED A PLUG/DEAD SEND
4990 '. `�'s m m AP CAT N.
0
4990 5. MIN 5.0'GROUND COVER REGD.
O N N VI
00 .mx a-+' o _ Y r v� m~g<m 6. ASSUMES 150 PSI TESTING PRESSURE
m, + m + %m + m e m n m
Of
o + + m + m
_t! N 1V nj ya N h ¢N
0 0 F 0 f O O H O Tn.Iwi.
4985 m S_! - y 2 N 2 V1 2 4985 CONSULTING p GNIZERS
i48 Nna: ¢'Acr
9+50 10+00 11+00 _ — 12+00 13+00 14+00 14+" s.,ite 200 Fw,;nlns
Ctlo.otlo e0525
57C 225 0°57
1230.0009.00
XMf
'J.1
:.c
DULY 17, 2024
40 0 40 E0 r
;tal- HOPo2: 1'-40' ,_, 112 of 216
VERT. 1'-4'
M
rn
5
1N.-16
auw
BRB
am DAP
ccsa4n
A BRB
KEY MAP "`•0009_WATER P&P
N.TS.
SEE SHEET 109 r� c
iI M. sEESH 114 �E NOTES L
:—_ -I -L——ITT.1 �-=.—'i ' .f I J 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL y, p
a al a tll attll a tll a BI arJtll - - tla l �a tll a al tj yl a HI '+ anal a tll a BI • NOTES.
s
2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4" p'lFa,•_
yI A. + 6 LF 8•P DUAL METER PIT SERVICES,OTHERWISE I— ONAL
I II "x8"Cross TYPICAL SINGLE 3'METER PIT
3-8"CTV(NE)(NW)(S j 8"x6'T A. 17
+94. �
T7 �":*GTV(SE -- -
WATER SERVICE(TYP.) 8" GN NE - I
A. Im 1
Fkf.
S SI S S _ 5 _S_y7.W5 _. 9. 5_Lis,—,'
S _ - _S
__.
IF
_— — -
pp WATERMAIN JOINT RESTRAINTS
262 LF 8"PVC. -'t"10 w - u.w_ VC.i6.6o _ t6+06t_ __ n.00127 LF 8•PVC_ --
_ _ t3' 383 LF B-P..
v
e`
8 N } - i PLUG �L
I 3
+
SET 0.Do'
YDRANT -- Z LLI
RFDJCFR
U.
SEE SHEET 109 / O
a:
EN'S d
LEt1G_-H OF RES'R4NE0=:PE m W
_ sot0
ots
PIPE SZE 8' 12" Q Z
FITTMG L L
ARV N/A N%F. ,J
/�
PROPOSED 90'HOR12. 6END 76' _ Q a LL
GRADE
45'NOR2. BEND22 9' 5* cc
E.STING
GRADE __ 1' 1/4'HORIZ.BEND 4. S
W
_ __ Z 3 O
REDUCER TO
a' 43' '4'
_ - REDUCER TC 6' 25' 62
50OpN/A a5
N/A 2�
8'PVC _ _-
- - - -- -- -i --- -- - III
1.�.
RESTRAINTS SHALL BE PLACED ON
JONTS AT THE LOCATION OF ALL
4995 FITTINGS. ATJDD
E,, SAL LENGT7 OF
- - RESTRAINTS IS INDICATED IN TABLE.
2. LENGTH REFERS TO THE AMOUNT OF
PIPE WHICH MUST BE RESTRAINED
TOGETHER.
3. LENGTH OF RESTRAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS,
4990 4. SINCE VALVES ARE CLOSE-ABLE, THEY
ARE CONSIDERED PLUG/DEAD END
APPLICATON.
5. MIN 5.0'GROUND COVER REOD.
I
v ! 6. ASSUMES 150 PSI TESTING PRESSURE
b
B - c $ m
8 m 4985
<p p Or m a o .° n m in vt
8}N a m p x '♦ I .r CONS CONSULTING ENGwEERS
p=OWnmen Way
<N y.j ID m m a0 Suite 2Do Fon CNIMs
F <a H N a Ca—90525
;Lc _ K El Pnmr 970 226 0557
4980 1230.DOW 00
10+00 11+00 12+DO 13+00 14+00 15+00 16+00 17+00 18+00 19+00
h JULY 17, 2024
4O 0 AD _ e) ctia
x Holtz. t-_a'� 113 of 216
VERT:1"_4'
N
c
in a
WL-16
BRB
oa DAP
xscw¢
BRB
KEY MAP �rN 09_WATER =&P
SEE sH�r los N.T-S
-IT
j e N a Ij i + t. 1.8 ` NOMS
QUO J
'x8'Tee 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL Pe •�i 2- GTV(NEXSE B-
s. 1 NOTES.
a _;1 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4' p'I F ..........
LF�B'PVC' LF 8'PVC I DUAL METER PIT SERVICES. OTHERWISE THEY ARE /DNA7.Lip
�' TYPICAL SINGLE 3'METER PIT SERVICES.
3 c_c, _
4 100 LF 8'PVC .
.. 57 LF 8'PVC I I
749 LF 8'PVC
M j S S I. M -l- --_ - -
" +10 + l WATERMAIN JOINT RESTRAINTA*
Ir 4. 8'x8'T 1
Ili n {E -8'GTV(SE)( 11
, 1 PLUS VALVE
7 I 4LF8'P i
IRRR IRR !RRR
V
I R IRR
P.17D.W.ER TEF Z Lu
p J
LL
-/ 0
fY
BENDS �Q Q QL
LEND I
_ 5010 PIPE SIZE 8" Z�;:' V J `
5010 - __ FITTING L L
1 I i Q 2
ARV N/A N/A J
PROPOSED
I 90'HORIZ BE^ID 18' Q a' a.
4�HOR1.BEND B' tl' M
+/2'HORIZ.BEND 4' S' Li
5005 - Z
- � W
t/4•HCR- BIND 2' 3• O
ExI5TW0
GRADE _ -_ REDUCER 10 43'
REDUCER TC 6' 25' -
_ REDUCER' /A -_
_ REDUCER TO 10' N/A 25
SOOJ
_ __ 5000 -
N
i 1. RESTRANTS SHALL BE PLACED ON
JOINTS AT THE LOCATION OF ALL
m7 FITTINGS. ADDITIONAL LENGTH OF
4995 RESTRAINTS IS INDICATED IN TABLE.
0 4995 2. LENGTH REFERS TO THE AMOUNT OF
PIPE WHICH MUST BE RESTRAINED
- TOGETHER.
�.. 3. LENGTH OF RESTRAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS.
4. SINCE VALVES ARE CLOSE-ABIE,THEY
�990 ARE CONSIDERED A PLUG/DEAD END
4990
. - - 0- AF LJCATION.
5. MIN 5.0'GROUND COVER READ.
6. ASSUMES 150 PSI TESTING PRESSURE
8 0
4985
m' 4985 TsT,INC.
°° = °i•'`° o 2? coNCONSULTINGTINO BEN rl, R-
Q + .m . m . Of m i to 200 Fv
Ctlr°4o eC525
n N O N a N 07 +O m N< < 2 < < r ,e °1230.0009.00
4980 u~i = ur x _ N 0 x m 2 x In x 4980
H�
17+00 18+00 19+00 20+00 21+00 21+50 H:i'-40'V:1'-4'
a
DULY 17, 2024
40 o a0 80
14 „ORi2 ,.40' 114 of 216
VERT:1•:4'
M
z C
4 v
SEE SHEET 100
I
IR R IRR I. � _ BR8
A. 11+ 1 �- -��- DAP
SET 0.00'
A. 1 + - i _ YDRANT •i- _ BRB
8'x8' Te 3e - 'x'R �wa4
-8'GTV(NW)(NE I \ s _ TAVA A .-
1 _ A: , + I KEY MAP n 0009_WFTER P&P
TA_— sr-0. N.�5.
-n OFFSET 0.00 - pp0 UC
120 LF 8'PVC-- „ m Oi21 HYDRAN •� r
NOTES
MONTAVA AVE t 'X 'R •Q '1 P 1 L
12'x12'Te» 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL U'.
_ -1Y GTV(NW)(5 -__ G S
-�T L--"-"'E NOTES. Q����G� •;'��i
_ -- 8 1 1 881 I 4 I --�---� Z I N'( li 2 DUAL WMETER ATER PIPIT SERVICES,LOCATEDVICES HERWISE ON LOT LINES ARE aO�E ....../ E�G2
5 - TYPICAL Sl Y METFP PIT m•• .�
SEE SHEET 100
WATERMAIN JOINT RESTRAINTS
LUG VALVE
H
REDUCER TEL- Z W
lV+ J
V`_! ��LL
/ cc
SENDS 0 iL
5070 ��,17 SOtO 5005 5005 LENGTH OF RES C9:NEv PIPE m W 06
1 -laOSED PIPE SIZE 8' 12' (n Q EIOSTNO FITTING L L Q 2
GRADE
ARV N/F N/A ` J
_5005 5005 f 1 - _ 90•HORIZ.BEND 18- 2`_' /� Q.
1 5000T 5000. 45'HORR.BEND 9' it'
22 -•---- _•,D 4' 5 Z W
12'PVC 1` 1/4•HORIZ.BENC 2' 3' O
5000 i 5000 REDUCFR TO a' 43' 74' C a
REDvCER TO 6' 25' 62-4995 G
--__-. - 4995 REDUCER TO e" N/A 45'
REDUCER TO 10" N/A 25'
4995 _ 4995 1. RESTRAINTS SHALL BE PLACED ON
4990 JOINTS AT THE LOCAAqTLTION OF ALL
i+ - RESTRASNTS I 5 NDICATEDNINnTAB�I.E.
a: 2. LENGTH REFERS TO THE AMOUNT OF
PIPE WHICH MUST BE RESTRAINED
TOGETHER.
4990 _ _ -_ 4990 3. LENGTH OF RESTRAINEp PIPE MEASURED
- 4955 _ _ _ - 4985 EACH WAY FROM NAIVES AND BENDS.
" 4. SINCE VALV�EESR ARE pLOSE-ABLE. THEY
APPLICATISI- ED A PLUG/DEAD END
5. MIN 5.0'GROUND COVER REDD.
4985 < F 4985 o v 5. ASSUMES 150 PSI TESTING PRESSURE
0 ~ z 4980 $
oo S,p� m c m 1'--_ 4980
om
ED N= O One t O t 8 : 19T W-
_ g ' CONSULTING ENQNEERS
< K <$ + +� + 148 M.1—Nay.
4980 ai s u�i 4980 I o o-Fs�ucaa�aaoF 25.^5
9+50 70+00 -- -" -it+00 ---- -- -- - - H < MPI•m4. 970.226.0557
.. 4975 1--~ 5_ �i S__t x_ _ 4975
11+50 11+00 10+00 9+50 1230.0009.00
a JULY 17, 2024
4O O 40 eo .+x'
;ro- �HORIL 1::40 115 of 216
YERT:1 4.
-20
n s
�Q $
SEE SHEET 100 -
WL-19 o
_ + .1 • w _ , A. 14+ 1 rn -B'CN(NE 85EG Sa 8'za'T
... - I .
j I _39 LF a'P_ xa'Cross �,1,- ,{,t_ I --- -__---- )( )( I :I =8'GN(SW)(SE 1 - •-I
a'GN(NW)(NE�( T' sW1
x6 VEL 6R
'x8' (SWIVEL .. _ - 1-6'GN SE :•Y' -
I�
1-p GN SE - c '. E -�L—�--E r A
-OFFSET 0.00 " _ 1-a'GTV — 21 U,ar P ¢L - - BRB
- - _ _ _ - 19 ____ DAP
,am. 74 LF 8== ,oo � .. ,z:m o III! IN M LINE RD' ,4rm— _1a.00 —_ 16+m - 17♦m ,fi.ma— — ,wao• ,a.,a - - ® BRB
_ KEY MAP 0009_WA1ER P&P
�- -
` - --- OFFSET 18.00 - -- - - N.T.S.
OFFSET 17.96 1 /' I 8 Ar Vd i• NOTE8 •u
_g ,• lO�C
I: S N 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL o� T i I NOTES. aG .
- d
2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4' ao'�E&
I•.� � / '�'- +1-� a TYPICAL D
UAL
E PIT SERVICES,LE METER P OTHEIT ERRNSESTHEY ARE
SEE SHEET 100
WATERMAIN JOINT RESTRAINTS
PLUG VALVE
r� REDUCER 7F ZO ui
!!!/ J
`.` 4. LL
O
V Or-
.►.�� BENDS n 0- a_
1 "w LENGTH OF RESTRAINED?iPE_ LLI 'W^ _„r
5010 111 ,�0 PIPE SIZE 8" t2" (n v' W
Z
I I FITTING L L TTy
PRQ�OSEC- I ARV N/A N/A Q ^
GRti0. / LL li
HORiZ.BEND IB'
5005
- - - - - - 1 - - - - --- - -—- I 45'HORIZ.BEND 6' 11,
5005- 22 1/2'HORIZ.BEND 4 5' Z w
11 1/4'HORIZ.BE 2' 3' O
$ g m m REDUCER TO 4' 43' 74' C 6
$T u i REDUCER TO 6' 25' 62' L
�—
5000 m ro n; _ j REDUCER TO r N/A 45'- - ga. °i S000 N/A
REDUCER TO t0" 25'
n.
1. RESTRAINTS SH B PLACED ON
4995 I - z i I ! - FlTTI S. LL
T ADDIINT)L LENGTHA OF
4995 RESTRAINTS IS INDDICATED IN TABLE.
f 2. LENGTH REFERS TO THE AMOUNT OF
TOOGETH WHICH ER MUST BE RESTRAINED
3. LENGTH OF RESTRAINED PIPE MEASURED
4990 ! h EACH WAY FROM VALVES AND BENDS
«g_. _. - _ __ __ I 4990 4 AR CON SINCE VALVES
P UG/DEAD'END�
K 1 P
i 5. MIN 5.0'GROUND COVER READ.
6. ASSUMES 150 PSI TESTING PRESSURE 4985 m - m - m T6;T,INC.
Tj pp m a• m m ♦ N w CONSIILTNG QNxNEFRS
o n N a{ b op b N a0 m n N b n /1 b d b o
_ C1 00 O +m Ep + +�'m +°+m + + b + + m b N P O O O Sage 2W Fort C.151s
8pp p 748 Wfia—Way
Y 8'"•� O }� �}+ °i f Y m f ri .w x Oi .
pmvm ITN ' m ' ^ m ' 'm •! � � m N m + O +> + + + b + + b P+ b
N < 114 <a(r < ~ t- < f n F rCxj m q 0 l� Ni
970,226 Calvaao 80525
_4990 _ y a N N 11II > N N S 11i1 N N VI-i 1/1 N N > N b y < g t` `" FF<O g f �,7 T.
O ►<• ue xa 1230.0009.0057
_ --- -- -- - _ - m b N > N 2_N S N > ul 2 N S d9B0
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
a4x
DULY 17,2024
40 0 40 M
HORIZ: ,=40' 116 of 216
WL-20
SEE SHEET 106 WL-21
-S--• !
13 LF 8'PVC Il
1 A.1 Air Val" rn 7 LF 8•PVC o
x �.I l_ _ _ _ - - 0L18-
I 4 �
= I N S � _- 1(F I _ N-21
IT 12+00 228 LF 8 PVC
r I'1. _ ; �'•�._._''rlf 11�AIN NiLLOW __I
+- -lB•z6•T41e(SWIVELTA. 10+00.006.
al GTV
21 A.
1 8•P "x8'Tee TA, 1 -8•GTV
DO
A. 1 + .4 -8'GN(NW)(NE r i' • ,��
8'x6'T 7 ¢
_ —126 LF 8"PVC- / DAP
S r
-v�-m..
/ L! I GRE1
A. 11+ . -- - — -
I r
OFFSET 0.00 — - m •'{i� > nuic
HYDRAN _ 34 LF B" PVC - - - -
_ K MAP
UCE
• \� -23.00 1 S M S ti _ I p � ti 8,00•L/ a,tl�
1. REFS"rn COVER SHEETS FOR LEGEND AND ADDITIONAL G
NOTES.
ALL
�• I w �',. 1 I F c I I g 1 2 DUALWMETTEER PIT SERVICES,OTTHERWISE THEY ARE D ON LOT LINES ARE 3/4•TYPICAL SINGLE METER PIT SERVICES.
E ¢ -
,. 5 -5 --
SEE SHEET 100 —SEE SHEET 116
WATERMAIN JOINT RESTRAINTS '
1 PLUG
5015 -J
5015 5015 WL-21 - 5015 RFDUf.ER Z J
I 1 Q _
-LU ? LL
I _
o
PROPOgD I I solo - 5010 BENDS 0 0 CL
5010 0 EN- LGTH OF RESTRAINED PIPE � uI
I
j PIPE SZE _ t2" (n VJ
QQ Z
5005 - 5005 ARV, N/A N/A Q 2 •..1
vi w 5005 m I 90'HORIZ BFND 18' 2,1' Q a CL
5005 0 }
: 45'MOR17 BEND 8• I1•
i
_ --- -- -
I ! 22 1/2'HORIZ.BEND 4' 5' Z
Lu
! 1' t/4'HORIZ.BEND 2' 3' O
GRADE - -.__ __ _ 1 -i GR 50� RE,
iC<' 43' 74'
ADE
50. ( 5000 REDUCER TC 6' 25' ;2
REDUCER TO 8' N/A 45' 31
$ I a$ I O REDUCER TO 10' N/A 25'
1 , I
e eA
g > m 49954995 p� E
4995 ;i' - m 4995 _ " 1. ARE NI AIATSTHE LOCATIOIU ALLON
FlTTINGS. ADDITON GTH OF
RESTRAINTS IS INDICATED IN TABLE
2. LENGTH REFERS TO THE AMOUNT OF
4990 I ..I PIPE MUST BE RESTRAINED
4990 3. LENGTH OF RESTRAINEp PIPE MEASURED
4990 _._ 4990 I EACH WAY FROM VALVES AND BENDS.
4. SINCE VALVES ARE CLOSE-ABLE, THEY
AR CgJSIDERED A PLUG/OEA0 END
v 'c E
APPLICATION.
4955 $ m m o o a a v 5. MIN 5.0'GROUND COVER REDD.
0
4 °5 oo �' n 4985 5. ASSUMES 150 PSI TESTING PRESSURE
°" 4485 $ .% .' .- }N % .' O r: w N esi m? $ o
S� p0• n} Q�ib O m O aD O m O`O-W +p¢ m }}
O Y_ O ON} IpyV ^ 1J IV ^ = •^- ^ 1� T6T,1NC.
^ ± IJ N1 m 494D N 2 f~/1 S N m �j ~ f" 1 < < CONSULTING48 Mhdwv ENGINEERS
&8 < YA N F- F 496D Sui,e 200 FM C011ina
y to y � m9+50 10+00 11+00 12+00 13+0 14+00 Peaa490 _ 4980 970.226 57
12+5
"'1230,0009,00
'H:1•-40'V:1•=4'
uA1
DULY 17, 2024
40 0 40 60
;�- HML,•_m 117 of 216
M
WL-21
z -
0
5
SEE SHEET 117
ar
=77 _ __ -_ _ _ _ _ -i M ERB
LONGWOOD DR eS yam- 1 +\ DAP
x
27 LF 8' PVC _ - - M1-21 - -- �� �-.� A 1+ 8RB
KEY MAP n,0009_WATER P&P
N.T.S.
• A. 1 + \SPY(• Li,
B'x8'Te ?r.;�,. T + NOTE8
C7 O�p�C
2-8'GTV(NW)(S 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL
JO'O
TA. 1 4 NOTES.
38 LF 8'PVC 59 LF 8"PVC--"
tf 2. ALL WATER SERVICES LOCATED ON LOT UNES ARE 3/4-
DUAL METER PIT SERVICES,OTHERWISE THEY APF t
�r
A.`1+ 4. ag!� __._�,_,,/ TYPICl' tiGLE 3'METER PIT ero•��- .,," i.,
26 LF 8'PVC
17 LF 8'PVC
A. 1+ _ Crop
"x6'Tee(SWIVEL) -8'GTV(EJ(W
1-8'GTV Q -12-GTV N
1-6'
WATERMAIN JOINT RESTRAINTS
11'
Nk..z 1 ,
tl'- PLUG YAl yy
a + .
OFFSET 0.00
HYDRAN
REOJCFR 'EE L W
Q J
sots I K-21 I sD1s� / 0
--/
SENDS an a
5010 LENGTH OF RESTRANE;_PE coW
5010 PIPE SIZE 8' IY (n Z
1
FITTING L L Q
I
ARV N/A - J
PR0Po5ED j _ 90'HDRIZ BE%D IS' = Q a a-
GRAOE - 45•HORIZ.BEND n'
5005 E%ISTING - I - 4 ~
rGRAVE _-_---_ J r _ - - - _5005 22 1/2'HORIZ.BEND 4' 5' Z Lu
} 1' 1/4'NORIZ.BEND 2' 3' O
REDUCER TC 4" 43' 74' C Q
` REDUCER TC 6" 25' 62' C �!
500D n a REDUCER TO R" N/A 45'
0
N/A 25'
0l3
1. RESTRAINTS SHALL BE PLACED ON
JOINTS- -- _ - - _ - - FIALL
TTINGS--T DDITIONAL LEnONNGTH OF
4995 4995 RESTRAINTS IS INDICATED IN TABLE.
2 LENGTH REFERS TO THE AMOUNT OF
PIPE WHICH MUST BE RESTRAINED
TOGETHER.
3. LENGTH OF RESTRAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS.
4990 4, SINCE VALVES ARE CLOSE-ABLE, THEY
ARE CONSIDERED A PLUG]DELD END
APPLICATION.
5, MIN 5.0' GROUND COVER REOD.
1 I 6. ASSUMES 150 PSI TESTING PRESSURE
4985
4985
h c. m—fV O CI ♦ N O m O m h= Oc"SULIM
ENG
REM
b r m %yam49 ftdas Ol +tv m^.� ,O aD O N r'f ♦ N' - Om S.K.200 Fort Calms
p q j + + N
Na a N N N fJ N 13 N m N pm, N ?I one«97�G,222 0557
4980 _ _ w _ y h y ' (n K y g 4980 xa 1230.00D9.00
15+D0 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 '-H:1'=40'V.I"=4'
JULY 17, 2024
40 0 40 e0
..I, NGRIz ,'.40' f,o1 118 of 216
'Z, ,•.4.
i
WL-24
F
Z -
O
y
5
_2
SEE SHEET 99 SEE SHEET 109
i SEE SHEET 118 -w-
�I�
o r•.- I I ERE
x y AN A. 1 + DAP
S A. 1 + . o 1 + T 'x8' Tee T
OFFSET 0.00 I o 2'x8'Tee ' _ —8'GN(NW)(SW BRB
HYDRAN I �� —8"GTV(NW T. 4.1 t w�
R _II Tit" +N(SW 35 LF 8'PVC 1O4Op KEY P _N0 09_WATER P&P
49 LF 8 00 L:TFA
�� � A8.'1 G
,LINOTES
TTV C.c
N 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL p PSQS�Jp
S
to.m Nn•-- ��� p�1 W
W 32 LF 8'PVC S I I 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4' pt -�•
_ _ I DUAL METER PIT SERVICES, OTHERWISE THEY ARE _4 TONAL F-aG"
'1 0 I u WWW TYPICAL SINGLE 3'METER PIT SERVCES
I
SEE SHEET 99 SEE SHEET 109 SEE SHEET 118
WATERMAIN JOINT RESTRAINTS
PLUu VALVE
Y REDJCFR "" LLI
LL
\ I Q J55
BENDS
,� 5015 _,,;H�r orrvaaf',°iPE m W 06
SODS _ 5005_ 5 — - 5015_
WL-22 WL-23 IL-24 PIPE Stec 8"/ Z
///��� E PROPOSED FITT-NNC L L ¢ Q
EXISTING / I Q
GRADE - ARV \/A N/A J
_� I on•�..o,-. BEND 18 2`_ Q
E 05nNG
5000 50DO r000 - - —. •0N ```�0��I� - �GRAI L 5010 s5'HOR�7 -c 8' 11• L M
` GRADE
ROP05m 22 t/2'HOFIZ. BEND 2' 5' Z LL
�FROPOSED PR� I t`4U E R1I BEND 2'
GRADE a'P� I 4F:.L'CF.R 1C<" 43. ''4. Q
B" PVC CER TO 6" 25' 62
4995
?995 4995 —__ _ 4995 SODS ,._ 5005 +E;JCFR TO 8" N/A 45•
_
EXisnec ' pVC REDUCER i010" N/A 25'
GRADE
L7UCJ.Yf<
1. RESTRAINTS SHALL BE PLACED ON
JOINTS AT THE LOCATION OF ALL
4990 499D �� RESTRAINTS S�NDICATEENGTH OFE.
<990 4990 - _. — .— 5000
2_ LENGTH REFERS TO THE AMOUNT OF
PIPE WHICH MUST BE RESTRAINED
TOGETHER.
3• EACH W Y FROM VALVVEESPANDMBENDS ED
4985 - a 4995 4995
s985 4985 4995 4. ARE CONSIDERED A CLOSE—ABLE.
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