HomeMy WebLinkAboutBLOOM FILING FOUR - FDP240001 - SUBMITTAL DOCUMENTS - ROUND 3 - Responses (7)services, see srn. io�ouoo � D I 2 �� � � � sra� �z.sa.es - �
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2" meter vaults . m u�'� �� "e� yo° eENo wrr.s._ .._ _ *
B" GATE VAIVES _
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n beck of curb or �� ��_ ��' � I�
7e of sidewalk _ — -
"). Nate meter _ i � -J—' � = j E � � �
ilts, all sizes, �— � � � �
st have min. 5-k �� — i t+o0 - �
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. SEE SHEET WT03 FOR �
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i SFIEEIS � SEE SHEET WT03 FOR � SEE SHEET WT04 FOR
�0 llliS C211 PLHN ANO PROFILE PIAN AN� PROFILE
ce and fire line
ection must be
5-ft (typ)
4955
4950
4945
4940
X 4935
E 4930
4925
�
9.�e io«oo
WATER LINE A (1) PROFILE
SCALE: (H) 1" = 40' (V) t" = 4'
START STA: 9+75.00, END STA: 20+50.00
� I o �����\�I STA 1G�63.16 �
"� N.']12492
E 3YrB 39
16*00 � 8^ 90" BEN� W�T.B.
3" GA1E VALVE �5)
� � � —�
5�4.6� E. -- � E o'� F __-
�N'. 1699fi 39 I I
—E'. 1944] ]5
8'X6'TEEW?.B ,' i'
FiRE SERVICE LINE _
6' GHiE VnLVE I W 7
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Iy/ �y I E�.13533.54
b" X 6' TEE Wrt.B.
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I I STA�t]�SJ3f
N'']t2E.50
I E: 35�].54
r I S—F—S � I „� I 7.Y' WATER
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I STA:i8a616�1 �
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8`X6"TEEW?B. �
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6" GATE VALVE �5)
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ISTN-.1B1�3 I � I
IE: 13656.62 I � I I
N 15"WATER I � �_
� SERViCE LINE ''-"l� �..�-
STA. 20�0] 0I, (30.B0' R) _
Z W -I �-I I F.H. n55EMBLY �
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i E'.t3]G3.00 I
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1 '
f0l
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to median.
1 inust be
from trash
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Suite 62
Fort Collins, CO 80525
(970)698-6046
KEYMAP CivilWorzeng com
NTS
LEGEND � - _
MAPPING / SITE _ - � _
PROPERTY BOl1NDARY _ - ` � a
— - - - — RIGHT�OF-WAY -
LOTLINE$ m -
- — — — — - EASEMENTS a �
CURB AND GUTfER _ = 2
�5
PROPOSED UTILITIES =--
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W WATERLINE
� WA�ERSENVIl:E �
� N
O
A FIRE HYDRANT N
55 SANITARY LINE �
N
�SS SANITARYSERVICE �
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STORM �RFIN PIPE
m FLAREDENDSECTiON �
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EXISTING UTILITIES � J
STORM DRAIN PIPE W �
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ST�RM �ftqlN OUTLET _Y
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Mwirvium HORizorv,n� EocE ro Eo�E � �
SEPAFATIONBETWEENSANITARVSEWERB �(
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WATERMAINSCROSSINGOVERASNNITARY �
2 OR STORM SEWER SHAIL MAINTAIN qN IB' �
4945 �'EAT�cn� eoce ro eoce c�enw.r�ce.
WATEF MqINS CLOSER TtIAN 18' OR UNDER
SEWERSSH/LLBEENCASEO. ^
ALL PROPOSED WATER LINES ARE 8" I1NLE55 O
NOTEO OTHERWISE ON THE PlANS.
MINIMUM COVER ON WATER LINES IS 5.a O (n
� FeEr J �
4940 s. nu ExisriNc urwnes ro ee Fie�o m O
VERIFIEO PRIOR TO CONSTR�CTION. _
6 FIfiE HYOMNT VALVE55HALL 6E �
RESTRAINE� TO THE TEE. O
]. M�XIMUM�EFLECTIONFORTHEWATER�INE �
IS 2 DEGftEES PER PIPE. �
4935 B ALLWATERSERVICESARE3I4"DIAMETER ¢
UNLE55 SPEGIFIED OTHERWISE.
9. WNTERSERVICETABLESDENOTECURBSTOF O
LOCFTIONS WITH OFFSET BEING FROM THE LL
WAtEP IIrvE.
�
10 GURBSTOPSSHALLBE5.5'TALL86URIE�fi" w
BEIOW FINiSHEO GROUNO ELEVATION �
4930 a
�
a
49Z5 PRELIMINARY
� NOT FOR
; CONSTRUCTION
18+50 19+00 19+50 20+00 20+�0
SHEET NUMBEft
EAST LARIMER COUNTY WATER DISTRICT WT01
UTILITY PLAN REVIEW
2) OF 60 SMEETS
0 20' 40' 80'
f1EviE W E[t Bv� OATE-. SCALE
GENtRALMRNAGEH SGAIE'.1'=40' VERTICAL. _
HURIZONiAL ��'<�'
iE,'PPPP[rvu' or aiM'S FinH ENoiulEre is i�E�rvwwl_
wanccmnCYnNOC6uauEiFi1Ess. JOB NUMBER
�z2�26
10+50 11t00 1�+50 12i00 12+50 13*00 �3+50 14+p0 14♦SO 15t00 15+50 t6+00 16+50 77*00 �7t50 18+00
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I 6"G TEVPLVEI
II I,r-.�. ____"
A�.21+dt.02 r
69F0.29 J
62 C�
`WATER
r�cVICE LINE �
SEE SHEET WT04 FOR
curb.
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F.H. ASSEMBLV STA� 28+18>5
6 6TM. FLANGE EL->94010'
-- �� I' 3 I I I �. _. N- 16281.02 �
_.� �� FH musl be mfn. 3- � I � L�� zw�nre�R
II ft from curb (check '� seavice ur�e
forthat clearance ,_I
� TII here). �. ' ////�
� I 3I�I II STA'.28�<523 � _ __ -_ \-_ 30+�0" I _ -.',%^`.
SEE SHEET WT03 FOR I N: tssaa.sa M I +
PLANANOPROFILE � E'.13569.15 zg�pp
� B" 90" BENO W?.0. � STA' 34�00.59 \
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MATCHLINE
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4950
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STA.23.1949 STA'.23+23 5 3 � �
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E: 3]611) E�. 31fit>5 - �
25 WATER B X6"TEEWRB I
SERVICELINE_P.FIRESERVICELINE �� '-- - y
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BTM. FLANGE EL-0941.�5' A" 45° 9ENl1 WIT R
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SEE SHEET WT04 FOR
PLAN AN� PROFILE
- _ _ _ - 4945
-- _
�
PROPOSE�GftO11N� � � � � - � � � � �
� PIPE CENTEALINE , , ,
I �. !I
4940
4935
4930
� �
4940
_ - __ -__ _- � � _- � -: t_- - - I� I �_ __
I
�B"05FNRAIYSEWER I � � � �
STN�. 25�0898
INV = 4d29 63'
4925
`ro om nm yv oo m� " ♦� `Yo
d'`��' �� �� �� �� �� d'3 �� �� ��
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-- --- -- � ��rc�.-o��c . . .
j - - - -. -' _- - -_ 65'MIN - - . .
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I'_ -_ - _- .__
wer, get siight
WATER LINE A (2) PROFILE
SCALE: (H) i" = 40' (V) 1" = 4'
START STA: 20+50.00, END STA: 30+50.00
w m m m m m 4955
j . 3 . , . . 3 . 3 � 3 �I
U
- . � w� m- m � � m m3 ' - 3 ' 3 e m' �
30 3„ ��< � 3 3e x �
c3� w �w� 3 zS I w� m3m �.3�� � w � ' ^'am. m3z ni>
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m � �+
3�' 3� gc
�� �� ��'
25+50 26+00 26+50
PROPOSEO 8" PVC
WRTEftLINE , . . .
I f
oo.
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�4LL d�; d� d�
27+00 27+50 28a00 28i50
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- 4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970)698-6046
KEYMAP CivilWorzeng.com
NTS
LEGEND _ - _
MAPPING / SITE € � ; _
PPOPERTY BOl1NDARY ` � a
- - - - - RIGHTAF-WAV � m
LOT LINES - �
- - - - - - EASEMENTS � � � �
cuRe allo �urrEa
PROPOSED UTILITIES `L ° a`
NOLLfIV�
W WATERLINE
e WA�EftSEHVI(:E `r
N
0
A FIRE HYDRANT `1
55 SANITARY LINE �
N
�SS SANITARYSERVICE �
�
� SANITARV MANHOLE W
RYR RECLAIMEOWATERLINE �
� RECLMME� WHTER Cf1
SERVICE �
�
-IFR- iRRIGATiON LINE �y,�
�
�IRR IRRIGNTIONSEftVICE Q
0
STORM �RFIN PIPE
m FLAREDENDSECTiON �
� STORM DRAIN INLET �
� STORM pRAIN OIITLET C
� HIPRAP /1
LL
EXISTING UTILITIES � J
STORM pRAIN PIPE W �
FuaeoeNosecnor+ � 0(�
SiORM DRAIN �NLET Q ^
STORM �ftNIN OUTLET _Y
�1 w
� RIPRAP J Z
L �
NOTES � �
� w
i MiN nium Hoa zoNrn� EocE ro Eo�E � �
SEPARAT ON BETWEEN SAN TARV SEWER 8 �(
WATER MAIN515 10 FEET J <
2. W�TER MA NS CROSS NG OVER � SNNITARY � �
OR STORM SEWER SHAIL MAINTAIN qN 1B' �
VEHT CnL EOGE TO EOGE C�EAftANCE.
WATEF M� NS CLOSER THFN 18' OR UNDER
SEWERSSH/LLBEENGASEO. �
.� ALL PROPOSED WATER LINES ARE B" IINLESS O
NOTEOOTHERWISE ON THE PlANS.
'1 MINIMl1M COVER ON WHTER LINES IS 5.a O (n
FEEr
J �
5. ALL E%ISTING UTILITIES TO BE FIEL� ry1 O
VEftIFIE�PRIORTOCONSTRIICTION. LLI =
6 FIliE HYORNNT VALVES SHALL 6E �
RESTRAINE� TO THE TEE. O
'/ M�XIMUM�EFLECTIONFORTHEWATER�INE �
IS 2 DEGftEES PER PIPE. �
B ALL WATER SERVICES ARE 314" OIAMETER =
UNLESS SPECIFIED OTHERWISE.
9. WNTERSERVICETABLESDENOTECURBSTOF O
LOCNTIONS WITH OFFSET BEING FROM THE LL
WATEF IINE.
�
'-'-- -._ _ . _ _. -._ 493� t0 GURBSTOPSSHAL�BE5.5'TALL86URIE�G" �
BF.IOW FiNiSHEO GROUNO ELEVATION Q
� _ a
w
a
- I 4925
�� � a � 4 g a PRELIMINARY
�LL �LL �LL g�LL NOTFOR
CONSTRUCTION
29+00 29+50 30+00 30t50
SHEET�IUhIBER
EAST LARIMER COUNTY WATER DISTRICT WTOZ
UTILITY PLAN REVIEW
2B OF GO SNEETS
0 25' S0' 10D'
f1EviE W E� Bv� OATE � $CALE
GENEkAL MANAGEH SGALE'. 1' = 50' VERTILAL. "= 5'
HORIZONT4L. �'=50'
[�Noicurie*rrui[� ar+tiUvu' or auws FinH r��oiunEa i. �<[���ra�u�i.c
wancciM+Cf axo COu.auEfFll[55. JOB NUMBER
�Z2�26
STA.3 32.53
N�.16240]B �I I I// //�/\
� B'X6 TEEWRB \y' f l 9TA�.�1�42.29
GIRE SERV CE LINE /� � N�. 1fi250.56
G" GATE VALVE (W� E: t34Jt 55
�\ I 9'x6'SW TEEWRB
5 A.31 2i.52 "GA- LVE�E�
N', 6135>1 \� .3 4805
E' 134 1.49 : 16'15 30
- 2.5 WATER _ 3C41.58
SERV CF INE - 8 6 EE W B
STA ]1 2.5] 3,I' FIRE SERVICE LINE
N�. 6229.]B � ` -I e"GATEVALVE(W)
E:139A1A5
9"90"BENOW/T.B.' 1
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� / "��
u Nrn:s,.s, oz �
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STA.3142.29,154s'RI E.13J4.SJ
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:h service/ . 3'
ie location I <
phone/electric y'I
to get more m
�retion
een FH and ,66Z� A I
ce/fireline <.si � <�
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e" GATE VqLVE (EI N
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N:16]05.33 N�.ib 0'v.5i
� f I � E�. t3523.23 2 23
l� , i 2.5.wATER a�xb rEEwRa.
I�'- STN'1E]4500 J SERVIC/LINE 6 GATEV4LVE�NE I
7 B'%B"TEEW/IB. o \� I_ � `/
� 8" GATE VALVE (N.EI � � T - --- - -��
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� 4025 Automation Way
Suite 62
Fort Collins, CO 80525
(970)698-6046
KEYMAP CivilWorzeng.com
NTS
I I� - - �t � LEGEND =
,i Y � MAPPING / SITE
I� ` PROPERTYBOl1NDARY _ ` � a
� I- � ��r RI6HT.OF-WAY � - -_
; II LOT LINES
I ` I I - - - - - - EASEMENTS a �
J � II rl CURBANDGUTfER _
I I I� s 6c
2+00� � � - �13i00 13+50 � o ' S
� w � _, �� PROPOSED UTILITIES _ `
N011flV�
�! �
-� ��
STA'. 34�55 03
N:165t1.12 �
E-. 3494 tlu �'
EN� ALIGNMCNT
CLOSE W4TER I.INE LOOP
2t 8" T 8" CRO55
0 GNTC V�LVES �N W 5)
�
_�
STA�. 3 50.00 W WATERLINE
I n E:t3�9611 � WA�ERSENVIl:E N
-�� c�I L ENDALIGNMENT- A FIREHYDRANT N
I N 3 I I 55 SANITARY LINE �
ISTA�.13,151fi I-� ln
� . � -E-13>6141 �SS SANITARYSERVICE �
� , I 8"%8" TEE Wrt.B. I � � �
r 9" GPTE VALVE (N.S) � � SANITARV MANHOLE W
� //f' � RYR RECLAIMEOWATERLINE �
-\/J �c� SEE SHEET WT02 FOR � I RECLA�MEO WnTER Cl1
�� � PLAN AND PROfILE 4 �� � SERVICE �
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-IFR- iRRIGATiON LINE �yJ
F
�IRR- IRRIGNTIONSEPVICE Q
0
STORM �RFIN PIPE
m FLAREDENDSECTiON �
� STORM DRAIN INLET �
O �TORM pRAIN OUTLEi C
G
�
�
WATER LINE A (3) PROFILE
SCALE (H) 1" = 40' (V) 1" = 4'
START STA: 30+50.00, END STA: 35+OD.00
4955 I
- 3 I W � -
; - z3 - - - Zw '
3 W o� � 0 3�
4950 ..3 � uo 3`�� LLm� .3o I� � mo � �o
4945 I I-
4940
4935
4930
4925
0 �
W �
30i50
PROPOSEO GHOUND
' ' ' (�APIPECENTERLINE
� 45'MIN. � ��
h /� - �� .,:��
I � 5 � F� " IN�
I �- - -_ L - _ - -
- - L
I � I JII
PROPOSE08"PVL _ I
WpTERLINE � - ' -�-'
� ry o �Fiatten line starting
N ry o_ � o at swivel tee
�� �M N�� �� ��
�Q 3; g; 3; :a
aLL �LL �LL WLL aLL
31+00 31+50 32+00 32+50 33*00
3
a3�`�
<oa�o
� �m
Slight upward . .
siope on line.
N� h h n p
b� b� d�
33*50 34+00 34*50
Deleted � �iaanv
�
WATERLWE D PROFILE �
scn�e �H� i° = ao� �v� i" = a' EXISTING UTILITIES � J
START STA: 9+00.00, END STA: 14+00.00 sToam oaaiN Pive W �
4955 4955 I m-m m m 4955 �
m m m m I � - - - F�r1RE�ENDSEGTION O
. 3 3 3 3 _ � 3 3 j 3 � ' w �
_ STORM DRAIN �NLET Q ^
e z ST�RM �ftqlN OUTLET _Y
3 I &'Fm � 3u . . . . ! msz 3� � aiaana J Z
4950 4950 Fo�^ - "" 4950 � C- Q
..3 w <ooq p �-,ya G J
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'� �-
� ,. LLm,. , p � � .. m NOTES Q
� �
_ � w
' i M N rvium HOR zorvrn� EocE ro Eo�E -
4945 4945 - -- -- -I- --- -� -II--- - ---- ----- --- - --.. _-. .-- --II----- - - --- 4945 sEanr�nror�aETwEENsnNirnaysewERs J �
- .-- - WATER MAINS IS 10 FEEf
I� �i [. W�TER MA NS CROSS NG OVER A SNNITARY �
4940
4935
�
- 4930
4925
b�"
35+00
4`J4V - .- _ _ _ . -
ENIS�NG GRWNO
8 PIPE CEN i ALINE �
I�_ - - - .
4935 �- '
I�,s
� I �
4930 - -- -
! �
om-
4925 �� �
W �
9+00
_ . . _ . .. _ . . . i_ I . .
4 � MIN
� - - - - - - ( ry P r - - - - -
I`PROPOSEUB"PVC .� I ..
� - WATERLINE -�-
I '°3z
����
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.-� �aaoaoseo
GROUND
@ PIPE
CENTERLINE
_L _ - -
I
I3
�
f�
OR STORM SEWER SHAIL MAINTAIN qN IB' �
VEHTICAL EOGE TO EOGE CIEARANCE.
WATEF MqINS CLOSER TtIAN 18' OR UNDER
SEWERSSH/LLBEENCASEO. ^
3 ALL PROPOSED WATER LINES ARE 8" I1NLE55 �
4940 NOTEOOTHERWISEONTHEPlANS. O
MINIMUM COVER ON WATER LINES IS 5.a O
� FeEr J
5. ALL E%ISTING UTILITIES TO BE FIELO ry1
VERIFIEOPRIORTOCONSTR�CTION. LLI
6 FIFE HYOMNT VALVES SHALL 6E
REsraniNEo ro rr�E rEE.
4935
] M�XIMUM�EFLECTIONFORTHEWATER�INE
IS 2 �EGftEES PER PIPE.
B. ALLWATERSERVICESARE3I4"DIAMETER
UNLE55 SPEGIFIED OTHERWISE.
9. WNTERSERVICETABLESDENOTECURBSTOF
LOCNTIONS WITH OFFSET BEING FROM THE
4930 �'^TEA u"E.
10 GURBSTOPSSHALLBE5.5'TALL86URIE�fi"
ee�ow Fwisr+eo cRouNo e�evanoN
4925
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n n n N n. n o n N
g; �e �; �� g; �a �p �; �; b�
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9+50 10+p0 10i50 iti00 11+50 12+00 12+50 13+00 13+50 14+OU
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NOT FOR
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SHEETNUMBER
EAST LARIMER COUNTY WATER DISTRICT WT03
UTILITY PLAN REVIEW
29 0� 60 SHEETS
0 25' S0' 10D'
f1EviEwE[t Bv� OPTE� SCALE
GENtRAL MRNAGEH SGALE'. 1' = 50' VERTICAL. "= 5'
HORIZON/�L. 1' = 50'
iE,'PPPP[rvu' or aiM'S FinH ENoiulEre is i�E�rvwwl_
wanccmnCYnNOC6uauEiFi1Ess. JOB NUMBER
C22026
N' 6B6d6 �
E. tY126,]2
X 6' S W VEL TEE WR.B.
6' GATE VHLVE (5� E
9*75 10t00
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I SEE SHEET WT01 FOR
PLAN ANO PftOFILE
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F H. ASSE�
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LSTq�. 9+] .DO �I .•F �
-N: 198fi909 I I I
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4955
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PLAN AND PROFIIE
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STA:14�O�.19
N: 16869.22
E'i3"I62 tt
8"X B' CROSS
8" GATE VALVES (N W.S)
� u+oo ie.so
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� STA-15�p6.09
/
� / N'.;fi060.18
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N. 1686B 66
E- 13904.32
EN� RLIGNMENT
1
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IDeleted I
WATER LINE B PROFILE
SCALE: (H) 1" = 40' (V) 1" = 4'
START STA: 9+75.00, END STA: 15+25.00
. . . 3'� 3 3 3 '
3 I
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4930 - - o m - I- -�- - -, __
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PL4NANDPROFILE \I I �
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j-I - sr oou � II
I � N: 18511 85
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REMOVE B" P�UG � �
HN� CONNECT TO
EXISTING 8" STUB E
sra�.s+so ao
N' �6512.09 � � I
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I BEGINALIGNMEN� � I w
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�- - � �-.
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s�a. 3 ar._� \�
N�. issio �2
E'. 3836.92
22 5' OENO WIT.B -r_ �, %\,
/ ��. SEE SHEET WT03 FOR
I SEE SHEET WT02 FOR '/� � ��1 PLAN AND PROFILE
� PLAN AND PROFILE � ��� I �_J1 �5 � I
I d T___
' � � _ ,�, �i �_
I I'��,�� ��° � I� i'�I I I�
4955
4955
4950
4950
4945
4945
4940
4940
4935
4935
4930
- i 4930
4928
n�
�� 8� d�
ia+so is+oo is�za
4925
�
9.�5 i�.��
10*50 t1+00 11+50 12t00
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RYR RECLAIME�WATERLINE
� � RECLAIMEO WATER p]
� SER���E �
� �
-IFR- IRRIGATiON LINE �y,�
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� \ �IRR- IRRIGATIONSEAVICE QO
STORM DRRIN PIPE
\I m FWREDENDSECTiON �
� STORM DRAIN INLET �
Q sroann oaniry ou*ier C
� RIPRAP /1
LL
EXISTING UTILITIES � J
STORM DRAIN PIPE W �
FUIREDENDSEGTIOH � O(�
STORM DRAIN �NI.ET Q ^
1955 sroRM orrniN our�Er �L
�1 �
�� RIP RAP J Z
� a
4950
NOTES � �
i W
i mnwimum HORizoNrn� eoce *o eoce � �
SEPARNTIONBETWEENSANITARVSEWERB �
W4TER MAIN515 t0 FEEf J `
2. W�TERM�INSCROSSINGOVERASANITARY
� �
UR STORM SEWER SHA�L MAINTAIN PN 1B' �
VEPTICPL EDGE TO EOGE CLEPIiANCE.
4945 wnrEa rsniNs c�osEa rHnN ie� oa uNOEa
SEWERSSHALLBEENCNSEO. ^
3. ALLPROPOSEDWATERLINESHREB"I1NLE55 O
NOTEO OTHERWISE ON THE PlANS.
�. MINIMl1M COVER ON WATER LINES IS 5.0 O (n
FEET 1
4940 5. ALL E%ISTING UTILITIES TO 9E FIELO J/�/� 0
VEftIFIEO PRIOR TO CONSTRtICT10N. W =
5 FIFE HYDRNNT VALVES SHALL 6E �
RESTRAINE� TO THE TEE. O
'/. M�XIMUM �EFLECTION FOR THE WATER LINE �
IS 2 �EGREES PER PIPE. �
4935 B. ALLWATERSERVICESARE3l4"�IAMETER ¢
UNLESS SPEGIFIED OTHERWISE.
9. WNTER SERVICE TABLES DENOTE CURB STOP O
IOCATIONS W ITH OFFSET 6EING FROM THE �
wnrea ur�e.
�
10. GUft85TOP5SHALl8E5.5'TALL86URIE�G" LL%
BELOW FINISHEO GROUNO ELEVATION Q
4930 a
4925
12+50 13+00 13+50 14«00 14+z5
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
RFviEWFD Bv� OATE-.
GENERALMANA�EH
ie'Pa+fl[�vu' or aUNSvuN EuolxlEF �5 i�tsr�++wl..
wancc.MnCv awo COuatFfFil[55.
� PRELIMINARY
NOT FOR
CONSTRUCTION
Q
JSHEETNUMBER
I WT04
30 OF 60 SNEETS
0 25' S0' 10D'
SCALE
SCALE'.1'=50' VERTICAL. "=5'
HOHI20NTAL' 1' = 50'
JOBNUMBER
C22026
Deleted
WATER LINE C PROFILE
SCALE: (H) 1" = 40' (V) 1" = 4'
START STA: 9+75.00, END STA: 14+25.00