HomeMy WebLinkAboutEAST HARMONY ROAD SOUTH TIMBERLINE ROAD HARMONY HALF ACRES IMPROVEMENT DISTRICT - Filed SID-SPECIAL IMPROVEMENT DISTRICT - 2004-12-21 (4)WATER MHFlC-$IGNA�--_- - ECSTATO'AMTTCHA�) AA(D�J�U�S{TpMANH��OSSLLFE��S�TgOpp TOE OCA� TEDD BY S7 ` _T(QCATFD_HY.USWESI._. _� — — — — _ _ - " - - - -- - —..= --- ^I�+- — - _ � _.•,,,�` e
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TELEPHONE -PEDESTAL -. A L E3TAL-.TO_TO_�ERELf2CAIE2BY USYES
— _ — - — - — — — — — — — — — — —
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— - - - — F• ADJUST VALVE TO
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SEE DETAIL SHEET 35 1 Im zm so .ao
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FUTURE VENT PIP
END P SE I FUTURE
STORM SEWER PROPOSED GRADER
STORM SEWER
CO T N I
4 "X6T8' ER 3
A Y 11' 1
F H AS
CP +15" R '- _ - _ 48" RCP �= 1 ����
/ 6" DI
/ FIRE ----_ ❑I 1 FUT[7R — —
1
30" 'R� / + LINE DIP �i 43" X 68" HER I�IRIGATION TAP + SAN
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CP R S \
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- _ 12" DIP WATER
12" RCP Q PON --
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12" RCP :12" RCP00,
F.H. ASSY _ 12" DIP WATER � �`�` U� 1
1 s
/ 12" RCP VIP
/ Q
• 24"/ RCP
1 _ _ FUTURE 12 WATER
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DIPLINE 15" RCP F.H. ASSY -- ��
1� ® DI ATER
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W
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LEGEND
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21" RCP__._ _— _- l' EXISTING MANHOLE
1 II I
FUTURE 12" WATER FUTURE 12" WATER
1 1 i II
4 ,4r - EXISTING CONTOUR
SAN EXISTING SEWER LINE
- EXISTING WATER LINE
PROPOSED WATER LINE w/ VALVE
FIRE HYDRANT ASSEMBLY
w/ THRUST BLOCK (FH ASS'Y & T.B.)
• PROPOSED SANITARY SEWER w/ MANHOLE
PROPOSED STORM DRAIN PIPE
1
RCP REINFORCED CONCRETE PIPE `
DIP DUCTILE IRON PIPE
HERCP ELLIPTICAL REINFORCED CONCRETE PIPE
PVC POLY VINYL CHLORIDE
MH MANHOLE
F.H. FIRE HYDRANT
T.B. THRUST BLOCK
1 ,
NOTES
1. ALL WATER LINES SHALL HAVE A MINIMUM OF 4 1/2' COVER AND A MAXIMUM
OF 5 1/2' COVER UNLESS NOTED OTHERWISE.
» NOTE:
2.
DIP
SHALL BE POLYWRAPPED PER CITY OF FORT COLLINS SPECIFICATIONS.
REMOVE OR ABANDON EXISTING
3.
ALL
SANITARY SEWER
MANHOLES TO BE 4' DIAMETER UNLESS OTHERWISE NOTED.
12" RCP STORM DRAIN AS
NECESSARY. ALL ABANDONED
4.
SEE
SANITARY SEWER
PLAN & PROFILE SHEETS FOR SEWER LINE DIMENSIONS,
STORM DRAIN MUST BE PLUGGED
MANHOLE
LOCATIONS,
AND CONSTRUCTION NOTES.
AT BOTH ENDS WITH NON -SHRINK
GROUT.
5.
SEE
12" WATER LINE
PLAN & PROFILE SHEETS FOR WATER SERVICE LOCATION,
FIXTURES, DIMENSIONS, AND CONSTRUCTION NOTES.
6. SEE STORM DRAINAGE PLAN & PROFILE SHEETS FOR ALL STORM DRAIN INFORMATION.
7. REFERENCE ALBERT KAHN ARCHITECTURE, MECHANICAL & ELECTRICAL PLANS FOR
DETAILS OF UNDERGROUND ELECTRIC, TELEPHONE, AND CABLE.
8. CONTACT CITY OF FORT COLLINS UTILITIES 0221-6681, 48 HOURS
PRIOR TO RELOCATION OF CP TEST STATIONS TO COORDINATE RELOCATION.
CALL UTILITY NOTIFICATION'
CENTER OF COLORADO
'1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
City of Fort Collins, Colorado
UTILITY
PLAN APPROVAL
/
APPROVED; [` u1y/A Llwy ^ 4/7/99
Citf Engineer Date
CHECKED BA • 4/2/99
wa do llastewa er 4kility, Date
CHECKED BY., 4/6/99
3tormwate_F `mhty Date
CHECKED BY:
Parks & Recreation Date
CHECKED BY:
Traffic Engineer Date
CHECKED BY:
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PROJECT
NO.
3
893-002
RAW
NO.
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LEGEND
City of Fort Cons, Colorado
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---------- PROPOSED SECTION LINE
—�E
EXISTING
ELECTRIC w/ELECTRIC POLE
=AL
PROPOSED PROJECT LINE
—�—E
UNDERGROUND ELECTRIC w/VAULT
Dreaord �EXISTING
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PROPOSED CURB & GUTTER
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EXISTING
TELEPHONE RISER
NOTES: '
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PROPOSED EDGE OF ASPHALT
IT)
EXISTING
TELEPHONE MANHOLE
L PROJECT LINE IS
DEFINED AS SECTION LINE. WEST LINE
CHECKED BY,
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k—b-l7
EXISTING EDGE OF ASPHALT
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EXISTING
CABLE T.V. RISER
OF THE NW %
SEC. 5-6-68.
SCALE I"=30'
Sim mm uu4
Dow
- - - - - - - - EXISTING (R.O.W.) RIGHT-OF-WAY
m
EXISTING
SANITARY MANHOLE
2. CONTRACTOR TO
COORDINATE WITH PRIVATE UTILITIES
CALL UTILITY NOTIFICATION
30' O� 30' 60,
CHECKED BYs
whssleaeowl
Daw
FOR RELOCATION
OF THEIR EQUIPMENT LOCATED WITHIN
CENTER OF COLORADO
W EXISTING WATERLINE
r �
EXISTING
LIGHT POLE
THE PROPOSED ROADWAY.
1-800-922-1987
CHECKED BY=
G EXISTING GASLINE
i
EXISTING
STREET SIGN
Dwe
18
M
WATER METERS —CONTACT
CITY UTILITIES • 221-6681
53"700 DEWER
EXISTING STORM
❑
EXISTING
MAILBOX
TO COORDINATE RELOCATION.
CHECKED BY:
�� CUT LIMITS
EXISTING
WATER METER
CALL z eusnl G DAY. IN ADVANCE
BEFORE YOU DIG GRADE, OR EXCAVATE
Doe
GM
FOR THE MARKING OF UNDERGROUND
FILL LIMITS
O
EXISTING
GAS METER
MEMBER UTn-ITIES.
®
EXISTING
ASPHALT TO BE REMOVED
—
NEW ASPHALT PAVEMENT
COORDINATE RELOCATION OF
I
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I I
I
EXISy
(SEETING NOTE WATER METER
EXISTING TELTE EPHONETION OF
RISER
NW CORNER —
SEC. 5-6-68
FND. ALUM CAP
RANGE BOX,
TIMBERLINE ROAD
STA. 20+00
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(SEE NOTE 2) (TYP) (SEE NOTE 2)
EXISTING ELECTRICAL RISER a I I a1 WA
COORDINATE RELOCATION OF N
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TI RLINE ROAD SECTION LINE � �� ADJUST TO GRADE \T -
SEE DETAIL THIS SHT. \� ADJUST TO GRADE PROJECT LINEIF NECESSARY
ADJUST TO GRADE
ADJUST TO GRADE
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SCHOOL SHOPS
I I I DIAMOND
SHAMROCK
COORDINATE RELOCATION OF
EXISTING WATER METER
(SEE NOTE 2) (TYP)
COORDINATE RELOCATION OF
EXISTING TELEPHONE RISER
(SEE NOTE 2)
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BACK OF CURB
RAISED MEDIAN BOTH SIDES
CURB AJUSTMENT DETAIL
27+00
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PROJECT NO.
823-001
DRAWMG NO.
38A