HomeMy WebLinkAboutBLOOM FILING SIX - PDP230017 - SUBMITTAL DOCUMENTS - ROUND 3 - Responses� EXISTING � LOT2 \ \
I�FENCE INSTALL i]' LF 1" TVPE'K" �
COPPER W iER SERVICE
0
0
m
A
EXISTING PROPERTV LINE �
E%ISi1NG CULVERT
EXISPNG OVERHEA� EIECIRIC �
EXISPNG 2 �" SANITAftY
SEWER FORCE MAIN
EXISTING 6" AC ELCO wATERLINE
_ _ , EXISTING GAS LWE�
_ EXISTING FIBER OPTIC��
PROPOSED 45' BEND W/TB TO -�
CONNECT TO EX WHifRLINE. REMOVE
ANY EXISIING AC LINE ON PROPERTY
INSTnLL 5.5 LF 12" PVC -
PROPOSE� 45' BENp W/TB-
A
PROPOSED 12X6" TEE W/TB, � \
FIRE H7DRANT ASSEMBIY PR TRANSFORMER ��
PR 118' LF 2" SANITARY SEWER
SERVICE (FORCEO) W GAP �
PR ELECTRICAL W/+�fERLINE
EXISTING PULL BOX� � '� CONNEC�ON BY
OVERHEA� - - - = OiHERS
�ELECTRIC - - r - _ _ � n
INSTALL 27 LF � INSTALL 36 LF
12" PVC �� 3+5� 3+]5 4+00 4+25 4+50 4+]5 5 00 5+25 5+50 ,� 12" PVC
5 -w av� � w +I I w
�� �x INSTALL 12"
s 55 ss ss I
1 90' BENO W/iB
�EXISPNG PROPOSEO 27' J
FIBER � � � I UT ESMT
OPTIC �� �' a PROPOSED 10' �'` INSTALL 232 LF
UT ESMT I �p' pVC
PROPOSED 45' BEN� W/TB - - - - - - - - -I EXISiING
N�`� I I I FENCE
`� 3 I
INSTALL 15' LF 1 1/2" TYPE I
10� UT EASEMENT "K" COPPER WA?ER SERVICE
LOT 7 � �I BLOOM FILING SIX � I
n; I �
INSTALL 281 LF I
12" PVC I
�
LOT 3 �OT 4 I
} 3 10' UT EASEMENT I
I
26' UT & ACCE55
EASEMENT I I
�
�
*3 �
INSTALL 3]' LF 1 1/2" TWE I
"K" COPPER WATER SERVICE
INSTAL� 25 LF i" iYPE "K"
COPPER WATER SERVIf,E I
�
I I
PROPOSED 9' I
PROPOSE� 12" iEE W TB UT ESMT
___. _ - -__ _ _ . � iz"cA�vn�vE(w.N.E�__ ________ �
suRVEYNOTEs PRELIMINARY • i2
NOT FOR CONSTRUCTION � - Consultants,
PROJECT DATUM: NAVD88 � �' � IPIC.
BENCHMARK NUMBER: //51-01 05/15/2024 �
BENCHMARK DESCRIPTION: WEST SIDE OF TIMBERLWE ROAD AT THE KnowwhaYsb@IOW. 16911 Potts Place
NORTH END OF A BRIDGE OVER THE POUDRE RNER ON TOP OF THE MEad. Colorado
PARAPEi WALL APPROxIMATELY .2 MILES SOUTH OF THE SOUTH SIDE OF CBII before you dig. 970.2D.9148
WEST MULBERRY STREET.
BENCHMARK ELEVATION: 4926.93
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM
(PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR QTY OF FORT COLLINS DA7UM) IS
REQUIRED FOR ANY PURPOSE, THE FOLLOWWG EQUATION SHOULD BE
USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF �
FORT COLLINS DATUM) = NAVD88 DATUM -3.18'. �
HORIZONTAL DA �M: �/II\\ O
MODIFIED NAD83 2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH O
ZONE
SCALE FACTOR 1.0002595570 (0.999�405104) s�a�e i i„�h = ao f�et �
SITE BENCHMARK� i 'a e O
POINT N0. 5002 - CP-ROAD � � � � O
N- 7455426.95 U
E- 3134234.33
ELEVATION = 4929.87 �
O
. ._. I _ _ � a� .. �SD�SD�SD _ _ _ _ _ _ _
... . _ - —.-"- - SD��
� a+z� ,5 _ = *-�s - �� ,�' ..Q � W a z��s �a.ee xt �+ s�rs -a+ae- - a+i� a:w ,� s+oo
i—T
EAST MIJLBERRY (HWV 14) FRONTAGE F18AD EXISPNG NORTHERN
� - _ _ _ _ _ _ _ _ -. _- _ - WELD COUNTY WAiER
o EXISiING � � DISTRICT WATERLINE - - - - � -
.. .. . . - o- GAS LINE . ,. .. , .
EXISTING EDGE OF ROADWAY CONNECT TO
INSTALL 195 LF
1z. P�� INSTALL 260 LF EXISTING WATERLINE
g•• py� INSTALL 6" GV (N)
EXISTING 1" COPPER SERVICE UNE FOR J200 E
MULBERRV ST. APPRO%IMATE LOCATION OF HWY 14
CROSSING. CONTRACTOR TO COORDINATE WITN
COFC AND C�OT FOR ABANDONMENT OF LINE
WITHIN ROW.
ABANOONMENT AT THE ELCO CONNECiION TO BE
REMOVFL OF iHE SERVICE SADDLE AND
INSTALLATION OF A REPAIR CtAMP OVER THE
HISTORICAL TAP.
HORIZONiAL SCALE7"=40'
VERTICAL SCALE: Y�=4' 4940 4940
w�
z
oa
�oo
Uz ,�;
Wn
rZe�o
4935 s o e r
� �
4930
Zo
wo
mQ
2� H
o N
SLF12"P C
4925
a920
4935 I I 4935
O W
W O m W
Z � m
�2�
m � �'+ 4930 4930
>, N �� .-i�>, � o
�°x d O � x.�� d
_ =N_
� - N =wQ ����- y
� H N
zss. �F e• cvc 4gp5 4925
� x.m - -- �a as �s -s �m �a �m P� a� s
_ ' ' a d "d a " � R R � T: T: : T
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1�i-75 2+00 2+25 2+50 2+75 3+00 3i-25 3+50 3+75 4+00 4+�25 4+50 4+75 5+00
FRONTAGE ROAD WATERMAIN
LEGEND OF SYMBOLS w H
EXISTING PROPOSED J �
� LL �
WATER LWES VA�RE xro� �--- � -- - w—v—�s— X � �
SANITARY SEWER — — —ss w
ELECTRIC "E'E" � °NH . in � d �
GAS cns w�ve � Z
TELEPHONE EST�� Mp��o Z J Z Q
STORM DRAIN . J� Q J
CONTOURS (i') � �y � d O
4935 �� 4935 C � z �
FLOW DIRECTION �. , - � . . C Z
J Q
�
O�� O
ASPHALT p ;'-� � � m �J,J
CONCRETE �— a Z
� J
>
�
ti
¢
z�
3��
W�N
} �
�xm
�wQ
' ��
3�
_ _ -._. Nwr� _ �
mF rm --
z ^ 3 �o
iccn o�n
=mQ
iv�n
20 LF12'PV �6. LF12'PV
W
H
Q
0
>
a
a
¢
HORIZON7AL SCALEI"=40'
VERTICAL SCALE:1"=4' qg40
Z
w 4935
a �
3 �
\
X Z
O
C O� �
. �� � � c�i o 4930 �
4925
Z
N
Z
r �
m
�
N
Z
O
U
W
a
o O
- g � ^ 8 � '^ ^ a ^ � ^ & $ e � Y � m ^' � _ ' n ' s ^ 3 Design TNC Orown IWL'
R9, 9,S1 $� .^�.� "�� a� '�Ft g'� "�51 - .H� ' ' ' g m: :B gR g S
Checked Checked
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+J5 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+J5 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 Oate MAY 15, 2024
✓ob No. 1p61-3
ON-SITE WATERMAIN o- er�»_wr
SHEET
C-7
� oF �� SHEETS