HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 4 - Responses (3) #M
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0009_UTIUTY
\ / ���' ♦ ! LOT 35
/ 4r• �f 6 TRACT D I LOT 31 LOT 30 LD
LOT 3t L07 33 �LOT 32 I •
LOT 36 I I po
KEY MAP �..
__-- 5- --5 - - o�� N.T.S. ' V s y
IOulLET
✓STRUCTURE - � f - L07 3! \ �,�/ - $�LID#1
1"x 'ALLEY.Nm 1. ALL POTABLE WA BE C900 OR78
• - PVC.BURIED WA TO 6 UN OTHERWISE i/ L
NOTED AND/OR AP f
1! ,V / •,/A- '^3- - _ - 2. ALL NON-POTABLE WAR MAINS SHALL BE CLASS 150,OR
S 5 5 - - - -- --- CRI S PVC, BURIED NTH 5 TO 6 FEET OF COVER
/ /✓ OTHERWSE NOTED AND/OR APPROVED BY THE
LOT 33 - \ /
/ 3. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 1
LOT I3 HORIZONTAL SEPARATION BETWEEN WAR AND SEWER MAIN ,j\f
LINES AND SERVICES. /
4. WHERE WATERLINE CROSSES A SEWER LINE AND THE VERTICAL
LOT 10 LOT 11 n !
r � .'c, TRACT E �� LOT B LOT 72 - - # SHALL CENTER THSEPARATION IS ESWA WATERLINE OVER THE CROSSING S THAN 1B-tNCHES,THE UCH
DIVERSION - / - -� \ ��- Y - I - - THAT NO PIPE JOINTS ARE WITHIN 10-FEET OF THE CROSSNG.
STRUCTURE ONE LENGTH OF PIPE. WITH A LAYING LENGTH OF 18-FEET,OR Z
/ •�\ m LOT 14 - ey 5. ALL EXISTINCGREATER A UTILITY LL BE LOCATIONSSHOWN ARE APPROXIMAD.
TE
NON-POT �' I r- AND NEED TO BE VERIFIED BY THE CONTRACTOR PRIOR TO O
SERVICE(TYP. _ _
LOT 39 . ) { - - i - ; CONSTRUCTION_ co
- 6. NO TREE(S)SHALL BE LOCATED YATHM 10-FEET OF ELCO
LOT 7 t k- - _ FACLUTIES. Z
.•, i �(� \� � •-\\\ 4' LOT 15 I • 7. UNLESS OTFiERYASE N TEES 6TEDE MAIN LIW€SHALL BE SWIVEL TEES Q Q
� r .:I. - /�.'ua LOT 40 - �\ +r <.` , _ �r - 4 a. SANITARY SEWER SERVICES SHALL BE 6'PVC UNLESS m �
;J • -\\ OTHERWISE NOTED. W
! 1 STREET `� 9. SANITARY SEWER MANHOLES SHALL BE 48'DIAMETER UNLESS
/ I I pp1 LIGHT E WATER SF7t5710E(SYp.)-- ''✓� \ b SITE LIGHTING OTHERWISE NOTED.ALL SANITARY SEWER MANHOLES SHALL BE co
! I 1--. ) r, / •\ `:,- ys (TYP.)REFER TO �- _ - ._ _ _ i PER STANDARD BOXELDER SANITATION DISTRICT DETAILS- v, Q
\ LIGHTING PLANS I 10..44E MANHOLES SHALL BE AIR TIGHT AND VACUUM TESTED IN J
_ - - I�1 LOT D6 I ACCORDANCE NTH OISTRICY REQUIREMENTS ,
LOT 41 / 'i `� < LOT 6 \ I ao'¢co! 11. CONTRACTOR SHALL INSTALL CLAY CUTOFF WALLS 10'
UPSTREAM OF ALL MANHOLES WHERE GROUNDWATER IS Q
�7' a H- ENCOUNTERED.
t p - •H' -�\ SANITARY ',l \ •� �\ :•.`J I' 12.ALL POTABLE WATER SERVICES SHALL BE 3/4'TYPE-K
SERVICE(TYP) }°� :i G, - - u,E: _U.E,- COPPER ON A SINGE METER PIT AND 1'TYPE-K COPPER ON
LOT 5 DUAL PITS UNLESS OTHERWISE NOTED. METER P115 SHALL 8E
.TRACT A / r�; IDL 27'SANITARY EWER/ � � I � � LOCATED WATH�IN THE EASEMENT AND SHALL NOT BE LOCATED
4(�=` LOT 17 � UNDER DRIVEWAYS�SIDEWALKS.
I. - - I&ALL NON-POTABLE WATER SERVICES SHALL BE 3/-'TYPE-K
COPPER ON A SINGLE METER PIT AND 1'TYPE-K COPPER ON
NX
LOT 42 _ - DUAL PITS UNLESS OTHERWISE NOTED. MER PITS MALL BE
FACT 8 -ra LOCATED WITHIN THE EASEMENT AND SHALL NOT BE LOCATED
- - - --- LOT 4 Li- UNDER DRIVEWAYS OR SIDEWALKS.
14.LANDSCAPING NITHIN THE TRAIL EASEMENT MALL BE PROMO®LOT 18IN ACCORDANCE WITH ALL APPLICABLE CITY CODES AND WILL
�I .,s _ L - "' " + I - I- I 1 REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER.
LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCE FROM
•. I THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASK
LOT 3 1-' �' IJI A- - - - _ - PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED
- - I V
' AND MAINTAINED TO AVOIQ DYER SPRAYING ONTO lHE TRAIL
LOT 4315.THE CITY IS RESPONSIBLE FOR THE LONGTERM MAINTENANCE
�j7CID 1 :iL. LOT 19LEY 0 OF THE REGIONAL TRAIL WITHIN THE DEVELOPMENT.
os - n - - - OUTLET
�T 2 MAINTENANCE AMED
STR CU TURE I SURFACE,OCCASIONAL SEASONAL SEASONAL NOW7NG 23' ADJASISTS OF SNOWPLGMNG OF THE CENT TO
THE TRAIL SURFACE, REPAIRING/REPLACING SURFACE DAMAGE
>Q•t-� ra s-_E�,{ _ I _ .-_- - p } h: ). - - _ - = OF THE TRAIL,AND ALL OTHER LANDSCAPING MAINTENANCE
24- LOT 44 I L07 t WITHIN THE EASEMENT.
- -
✓ 1
_ - -_.-- �' - ••. I I �(-ryp M -. 1 ' • 7 LOT 20
° F o ' INSTALL TRACT C
LINE
VICIZ
-- - - ---. ..---�- >�- _ - II--•ryry S IN 3' --
LID I*ON
1i • .� '•� I --r- - =F -- DSI
STRUCTURE E IOt3w��-fty
5
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a- Phm 97=5.0557
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LIGHT �^ 30 0009 00
h - —1 - - _.-•L-19 - 5'ftlAle. - - _ - ST-OZ -
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A9 Y16
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TEMP Ff#FOR N IT RD - -
FUEXTQ•tSit ON jIF{.�, _. �E--_ p A -�•_ E f r-." E (T-� -_ E -'-1_ `E- �c-_- .,o u 36 b0 SEPTEMBER 2024
n
sect
SEEr - 410f 224
—' ME SH=103 g
Ty <
7i
4 T
° I
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f I
I � I
A. VOL_02
2`x12-CYrom
I + ti:
�t AIR VALVE VENT PIPE I
t1 1 n l�. Air Vdva 'F tr" `! BRB
A-1 +
`Q.� V+ ✓ -T -- - - - - -- - - - - I czwm DAP
(_ 2 LE 12`PVC BRB
�`lT 30BLF 12`PVO
T 0.00' KEY MAPrLry.0009_WAiER P&:�
v 14+00 - 13+D0 }1+00 0 1a+00- _19�RAxsrNF t L!
_ N.
TEALDROOK DR
- �— F E i. REFER r0 COVER SHIFTS FOR LEGEND AND ADDITIONAL �QR
NOTES. ��yy�aGS W
2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4`
2A DUAL METER PIT SERVICES OTHERIMSE THEY ARE 1GYlAL 4`a
TYPICAL SINGLE i"METER PIT SERVICES.
WATERMAIN JOINT RESTRAINTS
I- 1/4'HORIZ SEND 3" 0
'^
.E IN NGTH OF RESTRAINED PIPF
r A P!�_SIZE 111 12` PLLIG :E
F1TT,NG L L
ARV N/A N/A
4 °L'HL,RIZ BEND 18' 25' �--'--•
co
a�HOR!Z.BEND 6' 11'
22 I/2'HOR Z.B€,'�D 4' � REC JCER TEE
"e' //f/ �
REDUCER -O d" d3' �4' VJ
REDUCER '0 6" Z� 62' ; O
LL
5005 REDUCER TO 0" N/A 25'
- "rs ❑ C] d
-02 m W ad-S,HGI �n c z
IV a
-- I-- -- ----- 5000 11 ,fj }- ri� a (L CL
J
Z W
1. RESTRAINTS SHALL BE Q
41195 KA" ON JOINTS AT TrS, C
_. f2`C900 DR T8 PVC - - LAp➢GATCII OF ALL FITTINGS. C
i --_ RESTRAINTS 3RINDICAATTED
IN TABLE
o 2. LENGTH REFERS TO THE
-- STNERPRE
MUST B RESTRAINED
�TOONTHER.
��E
4990 _ I _ - 4490 3. PIP GEE ME S UREQ TRAIW AYY
WW FROM VALVES AND BENDS-
ry�1 4. SINCE VALVES ARE
f p CLDSE-ABLE,THEY ARE
CONSIOEREa A PLUG
p'r END APPLICATION.
49M � 4985 5. MIN 5.0'GROUND COVER
_-- _ -- - -- RE00.
7 B. ASSUMES 200 PSI TESTING
PRESSURE.
4980 _ �a - `` u o 4980
*v^m Yq^ o�ry + .. � o ^� ,� T13T,INC,
497$ s~�iiI N'Y 497$ = 06 Fartc2dl::s
t 00 t 00 13+00 12+00 11+00 TO-F00 9+50 e:3ra.xza.a557
se•a�
1230.0009.00
SEPTEMBER 2024
49 0 40 BD
Ma, HORl2:,ems, - It 104 of 224
tad-
SEE mmr 121 Q
LOT 35 1 e
-04
LOT 34 LOT 33 T 32 LOT 3' LOT 30 LOT 29 LOT 28 L, LOT i A z -
t8"Tee
LOT 36 \ %6"Tee(SMAVEL - g'ON NE SE
' //JJ��� B�19 LF PVC -6`GN{SE ( x x - Ir
�X \ S S S _ S Sr5 S ( 5
b• _ _ _ _ _ _. ____ _ - _ _ _ _
O
q..iio
127 IF B•RVC133 LF 8"PVC 122LF 8'PVC rc_
T YA_-04 LO 37
R
9 - ,
J.
-132
LOT 14 LOT 12 w
.' d -S 1 TIE T10 WL-05
a.30 LOT 27 I I Ul
v »25 LF 8'PVC �' T LOT 13 ..
" \ LOP 38 3•.. R�' LOT 9 LOT I
�p \ Ot ✓� WATER:SERVICE(TYP.) _ N - y, A BRB
A.1 +' � "4 /• "® ,�, LOT 8 ` K�RI LOT 14 rn n LOT 26 3 �.1 ucr�xo
A
OAP
LO-39 ., A Y 0 8 J y� .11 I xvaso
LOT 7 � _ LOT IS
+41. LOT 25 ,�I �_ 1 M�gP0009_WATER P&P
— N.T.S.
`\LOT a0 Tee(SMAvEL L!
a GN(N) noolcl N7 S
-6-GN LOT I6 �- Sp•pLp LOT 24 L
//,• 2. � '` �. _ e-- �w'�ESMT + 1. NOT Et TO COVER SHEETS FOR LEGEND AND ADDITIONAL
LOT 41 LOT 6 G' S
� NOTES.
2. ALL WATER SERV10ES LOCATED ON LOT LINES ARE 3/4'
LOT 5 4 r LOT 17 - LOT 23 DUAL METER PIT SERVICES, CTHERMSE THEY ARE r ALE
+ / 41 I TYPICAL SINGLE f2"METER PIT SERVICES.
41
/ Q �
LOT 42
20 LF r PVC LOT 4 - I1r LOT 18 _
LOT 22 `�
I
LOT 3
WATERMAIN JOINT RESTRAINTS
LOT 43 •. ri LOT 19 Gt ,
#. LOT 2R -
ffi PLJG VAI-V-e
C
--
LOT 44 n# LOT, • {>j LOT 20 L07 21
5 LF 8P A.1 - - E
-- --- -
C
- ui
yIr
REDUCER
I _ ...._ (: LL
SEE S*ET 106 1 � O
BENDS
Q Q d
LENGTH OF RESTRAINED PIPE W _y
sots T- W4L 04 5D,5 PIPE SIZE a* 12" co 1 Z FITTING L L
ARV N/A N/A > 0.
90'+ORIZ.BEND 18' 25' a
5010 - 5010 _ 45'HOW'.BEND
---- I 22 1/2'11R72.BEND 4' 5' z La
PROPOID _ I } 11 1/4-HORIZ.BEND 2' 3' v
! RFDLCER To 4" 43•
REDLCER TO 6" 15 62' L
5005 - - - _ _ _ - f -�E T6 ML-0.5
�5—II g REO<;CER '0
DR 18 8" N/A 45
PVC
a` C900 REOUOER
g' C900 DR I PVC NOTEa
TE TO vA-as 1 JONITRSaAT hEE LK Ai.ON OF ALLN
5000 �I 1 _ _ I 5000 FITTINGS. ADDITIONAL LENGTH OF
- --- -7- - - - --__- _ t _ RESTRAINTS IS INMCATED IN TABLE,
_ 2 LENGTH REFERS TO THE AMOUNTCf
g m PIPE WHICH MUST BE RESTRAIN®
TOGETHER.
3. LLEANG M'OF FOM RRESTRAINEDVALVE PIPE MEASURED
AND BENDS.
4995 I I 4995
4. SINCE VALVES ARE CLOSE-AB THEY
o I I ' UON A"noN. A PLUG/bEA{3 SEND
a® P
t
I � I 5. MIN 5.0'GROUND COVER R€QD.
6. ASSUMES 200 P&TESTING PRESSURE.
4 m
9B0 m m - � - - - - —_ $ m6j _499E1
F f m 1
m m 'mom 18T,IN4'.
rti �v r; ( w P m I.: S"S N CO+Iy'UL71NC EN"EMS
+ 'a O. ',� @ IP�'ffi + m ffi F + m / T4P 4Pim1pr4 Wny.
o v ni}.+a N IU ri o ,o w ra //,y smRcwx eo easzsl.rm
4985 y 7 a~i 'g _1 i g �^ �" , So N � ana,. eYo.zaaossa
__— __ _ - . - - _ __ - 1230.0009.00
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
SEPTEMBER 2024
40 0 40 B0 mm[cr
NORIz I-40' r-c 107 of 224
WEPT: I"�4•
i
I
SEE SHEET 116 WL-13
LOT 20 LOT 21
11E TO WL-15 WIL-12
' 8"x8" Cress
7 rTIMBERLINE RD x.37 LF$'PVC pW \ 1
ST' 6WL-19` W 1
SEE RIGHT
F
bar a H1 -
LOT 1fi `'
A. ti+ i i
A. 1 1..
N.O[M 4 'x6"T"(SWIVEL TM! y- $. LOT 7 w'
1 1-fi'of (SW - 1"4-, LOT 24 S LOT 23 � � BRB
1 LOT 15 1f _ q+Fc
LOT 23 LOT 22 LOT 27 LCT 2C LOT 19 LOT 18 LOT 1 OAP
J' ca 14 LF 8'P SOT 14 LOT 22 I LOT 8 BRB
A WATER SERVICE(TYP.) 1 W• / LOT 25 1 +41.4_ V. W AIR VALVE--- - - -
1
5 S S S �. _ fKJ VENT PIPE KG' MAP 00G9_WATER P&P
LOT 13 LOT 21 I. 1 LOT 9 N.T.S.
I
LOT 26 I yA0'Ll0
# lot LF 8"PVC aDM6 Names
LOT 20 LOT 10 ,,p(CO 'ham
i Rx'
—4 • $ 1. REFER TO COVER SHEETS FOR LEGEND AND ADDITIONAL
OTES.
1 '10 LF 8'P A. 11+ A 1 LOT 27 - _ _ 1 NtT1;
em.Po OFFSET 7.44' N �,r h N LOT 19 LOT 11 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4"
1 A,i ,1 r i �- �-- a 1 -F11. 1 s I - DUAL METER PIT SERVICES. OTHERINSE THEY ARE A7NAL
• LOT 12 fi b, a 1 I - # A ��' TYPICAL SINGLE J7 METER PIT SERVICES.
16•LF 8-P -T 11/ LOT 18 W LOT 12
. . ',II- :. rl /LOT 10 f -8'GN(NW)(N LF 8'PVC n
{ ` - LC 1-� ; 7 L4 a" Pvc I z I
1 f8 LF 8'PVC S - S a +' I
/ TIE TO WL-11/// g _r LOT 29 �.' +., LOT 17 I LOT 13
LOT 24 Y/I LOT 25 f J - - S r vi " ___ I� 2 �m J
1 LOT 26 J I Ii `� f 56 LF$"PVC g 135 LF PVC
1 LOT 27 I /LOT
r $ LOT 34 I 'w1 T 14
�17 / LOT 28 f �= A.t +r v� 8x8 T 29 7 I S - -, � 1-B'GN(NW) 1 S
LOT 30 �r (3�-�' y w - LOT 15
LOT 31 r / J � LOT 12 f. -
rLOT 32 /1 ! y -,! 1 LOT 13 LOT 14LOT 15 LOT 16
'� .1►' R + I T ze! 1 `� '. , LOT 16
SEE SHEET 114 RFO.CER 7E- Z J
LL
O
BENDS 0 cl
LFNGTP OF RE", PIPF W ad
PIFE SIZE L+" 12" Q 7
'ITRNG L L as
5010 5010 5010. _ _ 5010 ARV N/A u;a Q
I —'L j — _ - _ I PC'HORN BEND
PROPOSa PROPOSED ? WL-13 45•HORIZ SEND a
IGRADE r z2 1/z'HORIz s NG a' Z W
_ I "'~ I 1/"HCRIZ BEND Y Y O
5005 _ - _ 5005 5005 _. —_ ram. _ 5, a=OLCER TO 4 43' 19 C Q
Ipv 1 __ -- _ - Y-=OL,CER TC�5' 25' 62' C m� _
2E T6 WL-15 R=OL^.FR Tr 8, N/4 4vi at 0 REDO�R TO
o. 8-C900 OR 18 PVC
5000 F=.i�-1•. 5000 5000 m - __ _ GRADE4 5000 .
1. RESTRAINTS SHALL BE PLACED ON
JOINTS AT THE LOCATION OF ALL
RESTRAJNTS IS INDICATED IN TABLE
FITTINGS. ADDMONAL LENGTH OF
2- LENGTH REFERS TO B€ E AMOUNT RESTRAINEDOF
4995� 4995 ��
ALI TOGETMHER,
-,4995 3. LENGTH OF RESTTiAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS.
4. SINCEVAS S ARE CLOSEABLE THEY
ARE ONSIDERED A PLUG/DEA0 END
APPLiCATIQN.
4990 499{1 5. MIN 5.0' GROUND COVER REDO.
4990 _ 4990
E. ASSUMES 2DO PSI TESTING PRESSURE.
TST,INQ
OGNMUNG v — 7a Wkalenp NE{i25
4985 m m m m " 4985 4985 o f m e d _ v o a. c swt.200 Fare Cor-
r w,.. - a,., I ®.. - m 6 °_ �, i 4985 Caoraso ao525
Ph a 970.229.05S1
m�. Z D
�9`m -� `IPi '� IQi�m u"(� � } tn� ora" mL _ _ .r
V I�i�Y� ue ra 1230,0009.00
gs Iag MI top� IV Pgglx f
(~9 ~6�
4980 Ij =Gi Z M �n S eri1 �i1 =m 49$4_ 4986 - rnN �n �n F _ _ �� y —!Z ~ ~� F ~ 4 ~RIO
F#:1'=44' V•1"�4'
4 < m gR pp55
- - - _ j n w � 41 5 h x die 'S in 4980 nnK SEPTEMBER 2024
9+50 10+00 11+00 12+00 13+00 --- — -
9+50 10+00 11+40 12+04 13+00 14+00 15+00 �.
40 0 40 so
HORL 1"_4v 1a,1 115 of 224
VERT.1•�4'
}N`
YIL-1;: "
`o
F
Z —
G
L
{
SEE SHEET 1 DO SEE SHEET 121
CIA _ I R —� IRRft { I Rr 1 R I 4 Y5
— — 5 LF 8"P "TIE TO 1N_
—3-3
DAP
IiARW000 LN I +4.Qo" 14rY. yf' tt=,.x¢
BRU
A.
try KEY MAP 00C9-WATER P&P
OIRR-2[i
aaal a aI — i a N.T.S.
-8•GTV(NE)(SE
N + t + NLOOCtI NOTES pDc c�a
® I •rc' tee ,,,,ppry,�G
# LOT 27 LOT 26 L0-25 LOT24 LOT 23 LOT 22 r LO'21 If - i. REFER SO COVER SHEETS FOR LEGEND AND ADDITIONAL � {
_ NOTES.
WATER SERVICE(TYP.) '� t w. 4 � ":'�I•�i
F 2. ALLDUAL
WATER METERSPIT SERVICES, OTHERVASE THEY ARE LOCATED ON LOT LNES ARE 3/4• aQt /01YAL.
1 - - TYPICAL SINGLE METER PIT SERVICES.
W.1_�.
WL-15.
"'0O '240 LF 8"PVC
+ _
}_ Ri
SA4 fA -S -s-- -5--- 5 1.. _5 - - - - - -
` 22 LF 8'PVC �, _
A. t +41. - WATERMAIN JOINT RESTRAINTS _
8^ $. LOT 20
cr, �I
LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 RLJG V LwrE
SEE SHEET 107 SEE SHEET 121
/O `� R€LLOER Lu
c
t - JL
c oo a
1 J, con_t w ad
lot;'
LE�I,;tH:%'RESTRAINED VIVE co. - t PIPE 512E N _ J Z
5015 _ - - --- - - - - - 5015 � O Jk� =-IT IYc `
V&-i 5NJ h ¢ ¢_
. � 9C' Q a d 10PIZ 3EN❑. +.b
FROFGSFD �� 4'5'HCRIZ. BEND
BADE-1 22 1/2 HORIZ.EEYD
5010 _ - 1; - - - _ __-__ 5070 11 +/4'HCIRIZ-VEND 2' 3'
REt1LCFR TO 4' 1 43' 7.1' C
REDLCER TO'c" a5' 52 L
-�
m� R=Df.CFR TO A" N;4 45.
TO Ia" rJ.'a.
5005 5005 '
8"C900 DR 18 PVC a'P -
�TIF TO&-13 1... RESTRAINTS SHALL BE PLACED ON
I' JOINTS AT THE LOCATION OF ALL
Si FITTINGS.
IS INDICATED OF
5000 _ 5000 2 PIPE VTMAIICH UST SE RESTRAINED CF
TOGETHER.
3. LENGTH OF RESTRAINED PIPE MEASURED
EACH WAY FROM VALVES AND BENDS,
n g$ 4. SiN U YA YES ARE
CADED A CLOUSGE- .,ENTHD
EY
ONR
4995 - _ ° 4995 5. MIN 5.0'GROUND COVER REOD..
6. ASSUMES 200 PSI TESTING PRESSURE
pia
4990 $uwi '7 'c c v - TST,INQ
m m �. - 6 I. m°. m u 4990 - CIX+SLLiMC ETIG'NEERS
]48 Mn.I—Mby
m ^ {[] p - m - 5v to 200 Fart C4liir
a�f.xacp 2N C1
8+ + O ^ Q m ia.410.225 557
m } m + } R m + m +
O IJ tV N tJ r YI m r� 'pp M n
,
4985 41 x h rr,-x rn 2 rn vi "S y y w a y 1-s _ 4985
9+50 10+00 11+00 12+04 13+00 14+00 15+GO SEPTTOJBER 2024
40 0 4o so sxccr
gala NORZi ,- ba, 117 of 224
4ERT: ,--4.
i
i
�j
WL-1s
318
a� DAP
BRB
KEY MAP 0009_WATER P&P
N
SEE SHEET 113 SEE SHEET 119 PDo-t/
} - t - L - • -F
c t1.:.- -
al a I a I I f aa!!I --� 2fi}NI a tll a I - - T - - -' I-- ♦ -" - 3,_.� - - - _ 1. REFER TO COVER SHEETS FOR LEGEND ANO ADDITIONAL
' a8a[ + aat{I atlt NOTES. Gr
(SWIVEL tldi :n LOT.3 W
•%si B�GN SE 4 2. ALL WATER SERVICES LOCATED ON LOT LINES ARE 3/4"
fff "w DUAL METER PIT SERVICES,OTHERWISE THEY ARE
ILOT 12 LOT 10 LOT 7 LOT 5' LOT 3 iLOT 1 J SLOT 19 OT 14 �I, LOT 2 - TYPICAL SINGLE 'METER PIT SERVICES.
LOT 11 LOT D LOT 8 LOT 6 LOT 4 LOT 2 I 1 '•I LOT 20 LOT 18 LOT 17 LOT 16 LOT/5 I LOT 13 LOT 12 TOT 11 LOT 10 LOT 9 , LOP 8 LOT 7 LOT 6 LOT 5 LOT 4 1 m m
r 1 'l
/ WATER SERVICE(TYP.)
A. i + 1. _ j ! RACK•p LOT i
_ s sIt,s _ ss s1 -1_I _s_ TER
s s s� s _ s w -- s- - - - s stir �m#
- - � --g-m - - - - w ' WATERMAN JOINT RESTRA1reTs
r 31� 383 LF 8"PVC - 8 A.1 + .i
a - - 179 LF 8'PVC x '
282 LP 8"PVC'_ +z.o6-- - ,.. sa«o ___ _ la. �3_._ _- __ - 15.m". la.m--___- _ _ _ _-1�.ao - -:A.--- - - - -
+
� S r II A.1 + 4 l 216'LF 8"PVC z
3 I J
Ew
"8"GN DIDN
0.
YDRANT
-8'X6'REOU I z
LL
SEE SHEET 113 > cc
li ` SENDS QM Q Q-
5010 i F ` \ 'L ENGT1d DF RESTRAINEP,F.F: W rLu +y
_ � V 1c ! Soto PIPE SIZE 5' < z
'IT7FNG L L "� �
ARV N/A > 0- J
LL
9C'HORIZ.SEND 'J _ 0-
PROPOSED
GRADE
5005 .. _- - _ 5005 45'HCRIZ. BEND 8' 11 cc
22 1/2'HORIZ-BEND e 5' Z Lu
11 1/r HOR12.SEND 2' 1 3' Q
Rc-DLCER TO 4" 43' 74' Q
P.EDLCER TO 6' 25 61
I �
SCO 0 { I
R-D_LCdi TO 8" N/A
DR 1B PVC REDUCER TO 10" N/A -_
- - - 8"C900 DR 18 PVC ui I
NOTM
_ 1. RESTRANTS SgHAI1 RE PLACE�DA�p�
4995 JFldTTNINa TADOITLIONP��LEWGht OF
- E%t4Twa _ RESTRAINTS IS INDICATED IN TABLE.
cRAaE a"�
2. LENGTH REFERS TO THE AMOUNT OF
w W PIpE WHICH MUST BE RESTRAINED
70GETHER.
° 3. LENGTH OF RESTRAINED PIPE MEASURED
_ EACH WAY FROM VALVES AND SENDS.
4990
__ _ _ 499D 4. SINCE VALVES ARE CLOSEABLE, TVkEY
RE CONI0 ED A PLUG/DEAD END
S. MIN 5.0'GROUND COVER REDO.
FT
y w 6. ASSUMES 200 PSI TESTING PRESSURE
4985 _ m _ c$ 8 z - 4985
o '�b I "' :�' c m'� cuisuuTianxTc ¢7:s
+2 + .�� �+ m? '�° $ �/ 748 vmm�way
O 4 m[5 m ^O� fFJ b m V. n- + m /." Su i 200 Fort COITns
LL N x ry is M1I[ m OJ CN ]o BM25
p C m W'.i _ m y Phone: 970.226.0557
4980 ~ H x-�'I _ _ N x nr _ -rn - - "'+ x v°'i x 4980 1230.0009.00
9+50 10+00 11+00 12+00 13+00 14+00 13+00 16+00 17+00 18+00 19+00
SEPTEMBER 2024
40 a 415 BID r
—Iw HORZ:1--40' fe, 18 of 224
VERT: I._4,
� a
SEE SHEET 104 SEE SHEET 116 SEE SHEET 108 0
` - — 191T
LOT 3
L07 43 ._ t V s
WL-19
\\ LOT 79 LOT 17 _
I _ LOT 2 ` T +1 .1
8 le
8"GN ---- _ r - _ y. I 5 - - S - - - :� -a'GN(W)(SE 3
LOT 44 LOT 1 1
I
LOT 2d B"x8'Cro m LOT 18
38 LF e P _ j
•� z8"1Croee - `. 'x6'Tee(SWIVEL 'Q �, 1 4. -
e GTV IN
I' 1151MVF1 I 1-Bi GN s I �1,—Fi ( .]
° 7 y
OFFSET 0.00 j- .a. t-6'GN c e` -E�• + E - - E E�� - - 2. - E _� GN_ E I 14 -
9LFP-- c
8 5 s` SRO
A.
-
- - -
1-6.R®U r.'Sj �-19 n-_ _ - �_ -_ -- ,� -mm �-Tr9
- _ 8'P -rc> DAP
Pvt
21 LF Ire
io+m L' 174 LF 8 PVC ,1+Ap- - % UNE RD ,wm a.00 I ,sao n"oo iMG6i° MlL-19 W
+,s P
_ _ -
E L R � 8R9OFFSET 8-81 - . VfNRPVAL � '6'TSWV£L) a .AIR VAL _ nu+08 81 _ _ _ _ _ ,.: - 1-6 G - ` N' s. Od09_WAYER P3cP
-HYDRLOl0Y 3p LOT 2a LOT 23 rc n LOT 7 rn ., #' •L
f I f � ,OFFSET 1&W 1. NOTES.
RUM TO COVER SHEETS FOR LEGEND AND ADDiT10NAL U '�
- w I� N LOT 32 LOT 31 - Ii ` _ _�. LOT 22 LOT 8 SERVI_ _
¢ k' 2. DUALALLWATER METER PIT SERVICES,OTHERWISE THEYLOCATED ON LOT BARE 3 4 'tttf �a�
rn LOT 29 I .( I LOT 25 1- 3 O G
TYPICAL SINGLE iT METER PIT SERMCES. 1GNAL
SEE SHEET 104 — —� SEE SHEET 114 SEE SHEET 109
kx -IT WATERMAIN JOINT RESTRAINTS
Cst 'fit PL 1G VALVE
C ic
z w LL
3 N Q Q
LENGTH OF RF1TRAINLU V _IF4 m W cd
501.0 _ _---- .- __ _.. 5010 PIPE SIZE 8" (� co Z
r1TTINC L
PROPOSED
ARV N/A N/A J
c9rnDR 90'HORIZ. 9ENO ,B' 25' 0-
5005 I w i 45-HCR1Z.BEND 9" 11' a:5005 _ 22 1/2'HORIZ.BEND q• 6' Z
LLI
11 1/4-HORN.9'ENo 2 3'
REDLCER TO S" 43' 74'
m REDLCER TO 6" 25" oY
I Rc`DLCEF TO e" 45
SGOO a __
m _ ftEOUvfR TO 10"
° _ z _- g'C900 DR 18 PVC _ - --- A _ - _- - 5000 _ '
___ z. _ - - �0R DE
r
Nom
1. RE NTRAIATTS SH ALL 8¶IN ALON
FT11NGS. AAOODITIGOUNAAiL LENGTH OF
4995 RESTRAINTS IS INDICATED IN TABLE.
2 PIPE WHICH H MUST BE BETHE RESTRAINED
OF
TOGETHER.
III 3. LENGTH OF RESTRAINED PIPE MEASURED
6"C900 DR 18 PVC +I EACH WAY FROM VALVES AND BENDS.
4990 _ J { 4. SINCE VALVES ARE CLOSE-ABLE, THEY
- - - _ 4990 ARE CONSIDERED A PLUG/DEAG END
APPUCARON.
A 5. MIN 5.0'GROUND COVER REDD.
_ - 6. ASSUMES 200 PSI TESTING PRESSURE.
4985
'$z . o • v $ m, N :� �°a,n n m z " m V 'a m 4985
3 3
ru
TSTiNC.
6 O ti N. e1 uD m °m ® W m W . N Y] m 41 3 m m m °' m m 0 m W . ~y��W Y1 WN9ULTINO EXLIREERS
:. rt h 3 wl tri m fO i0 1� z ®m F N
O > O M r1 i > N . ejJ OI .� x Y}
S x Y g 74B•xhd°rs fty
}} + m 4'•- }} m + m F +� + + '� + + + ®F °V + ? 1..< m > W ? 4 o y O - y Su[ 30D Fah Cal
p 2 m O O O O e O _ �y {.. �. c9 N N W N J[9 r C! + 'm i. ® P W + ® : # + °m F + iD + + 00 + p0 F- +. m F - m V, C:naEo @4325
_ X 1- r <F p N. < N µ a .- t.] '^ h ' O n m m O m U' '1 ft a 970.22e_DSS7
4 qq ( pff; H• qF r I:a
4980 F z I I °~is 5 5 5 to S tI`rt �n m ~ 'S V0.
a 1- I
2 A. 2-m 2 N 42BO xo 1230.0009.00
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 16+00 19+00 19+50 —H:1'-40'V:1"-4'
n,rz SEPTEMBER 2024
40 0 40. 80 srt[f -
-9,• HORIE 1'a4W ,.,< 121 of 224
14RT: 1'-4'