HomeMy WebLinkAboutPOWERHOUSE 2 - PDP220006 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)S
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JEROME STREET LLC, 216
E OAK ST FORT COLLINS
JEROME STREET STATION LLC,
742 N COLLEGE AVE
LMC VENTURES LLC,
742 N COLLEGE AVE
CITY OF FORT COLLINS
405 N COLLEGE AVE
MORAK KAREN LLC
622 N COLLEGE AVE
CITY OF FORT COLLINS,
740 N COLLEGE AVE
LAKE CANAL COMPANY EASEMENT
LAKE CANAL EASEMENT PER
REMOVE
EXISTING MAIL BOX
REMOVE
EXISTING MAIL BOX
REMOVE & RESET
EXISTING PEDESTAL TELE.
REMOVE & RELOCATE
EXISTING PEDESTAL (TELE.)
EXISTING FIRE
HYDRANT
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE UNDERGROUND
ELECTRIC UTILITY REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE EX-STORM LINE
(CONTRACTOR TO VERIFY
EXISTENCE AND LOCATION)
REMOVE EXISTING SIGN
REMOVE
STRUCTURE
REMOVE
BOLLARDS
REMOVE BOLLARDS
REMOVE BOLLARDS
AND STEEL CABLE
REMOVE BOLLARDS
AND STEEL CABLE
REMOVE BOLLARDS
AND STEEL CABLE
REMOVE BOLLARDS
REMOVE BOLLARD
REMOVE BOLLARDS
REMOVE
CONCRETE WALL
REMOVE
CONCRETE WALL
REMOVE
CONCRETE WALL
REMOVE
TIMBER WALL
REMOVE
CONCRETE WALL
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE UNDERGROUND
TELE. UTILITY
REMOVE & RELOCATE
EXISTING PEDESTAL.
REMOVE & RELOCATE
EXISTING PEDESTAL.
REMOVE & RELOCATE
EXISTING PEDESTAL (CABLE.)
REMOVE PROPANE TANK
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
REMOVE EXISTING
WATER SERVICE
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
REMOVE EXISTING
METER PIT.
(SEE NOTE 4)
REMOVE APPROXIMATELY 165'
OF EXISTING CURB & GUTTER
REMOVE EXISTING
METER PIT
(SEE NOTE 4)
REMOVE EXISTING
WATER SERVICE
(SEE NOTE 4)
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE PROTECTED
EXISTING TREE TO
BE REMOVED
REMOVE
EXISTING SIGN
REMOVE EXISTING
12" Ø STUMP
EXISTING 30'
GAS LINE EASEMENT
-REMOVE AND REPLACE EXISTING MANHOLE.
-ABANDON & FLASH FILL EXISTING STORM LINE
THROUGH LAKE CANAL EASEMENT.
-BEGIN REMOVE 12" SEWER LINE SOUTH OF LAKE CANAL
EASEMENT.
REMOVE UNDERGROUND
ELECTRIC UTILITY
REMOVE & RE-USE
EXISTING STREET LIGHT
REMOVE APPROXIMATELY 75'
OF EXISTING CURB & GUTTER
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
EXISTING 10'
UTILITY EASEMENT
EXISTING 10'
UTILITY EASEMENT
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
EAST VINE DRIVE JEROME STREETNORTH COLLEGE AVENUELAKE
C
A
N
A
L
SAN MH
RIM=4963.99
INV IN=4956.45 (NW)
INV OUT=4955.88 (S)
EX-SANITARY MH
RIM=4961.65
INV IN=4955.31 (NW)
INV OUT=4955.27 (S)
STORM MH IN BOX
RIM=4966.73
INV OUT=4961.91
REMOVE EX- STORM INLET
RIM=4961.82
INV OUT=4959.79 (E)
REMOVE EX-STORM INLET
RIM=4961.02
INV IN=4959.36 (W)
INV OUT=4959.20 (E)
REMOVE EX-STORM INLET
RIM=4959.91
INV IN=4958.52 (W)
INV OUT=4958.46 (S)
EX-STORM MH
RIM=4960.31
INV IN=4957.42 (N)
INV OUT=4958.42 (SE)
SNOUT OPENING
BTM=4953.00
WATER ELEV=4957.23
EX-SANITARY MH
RIM=4961.63
INV IN=4955.49 (N)
INV OUT=4955.31 (SE)
EX-INLET BOX w/SUMP
FL ELEV. = 4959.10
INV.OUT = 4956.88 (S) 18" RCP
EXISTING UTILITY
EASEMENT TO BE VACATED
REMOVE EXISTING LIGHT
REMOVE
EXISTING LIGHT
REMOVE EXISTING FENCE
EX SSMH
RIM 4964.0 ±
INV. IN 4958.97 (N)
INV. OUT 4958.77 (S)
EX SSMH
RIM 4964.5 ±
INV. IN 4957.66 (N)
INV. OUT 4957.48 E)
60' CANAL EASEMENT
EXISTING 30'
GAS LINE EASEMENT
EXISTING GAS LINE
REMOVE & RE-USE
EXISTING STREET LIGHT
REMOVE & RE-USE
EXISTING STREET LIGHT
REMOVE & RE-USE
EXISTING STREET LIGHT
EDGE OF PROPOSED
SAW CUTEXISTING CURB, GUTTER,TO BE
REMOVED AND REPLACED
EDGE OF PROPOSED
SAW CUT
REMOVE EX-STORM LINE
(CONTRACTOR TO VERIFY
EXISTENCE AND LOCATION)
12" SEWER MAIN
(LINED)
REMOVE APPROXIMATELY 271'
OF EXISTING 12" SEWER MAIN. CAP
REMAINING 12" LINE FOR PROPOSED
SANITARY SERVICE TIE IN
REMOVE
EXISTING LIGHT
END REMOVAL OF 12" SEWER
LINE. CAP REMAINING LINE FOR
PROPOSED SANITARY SERVICE TIE IN
EX - 18" FES
FL ELEV. = 4956.65EX - 18" FES
FL ELEV. = 4956.64
EX-SANITARY MH
RIM=4963.47
INV IN=4957.95 (S) SERVICE
INV IN=4959.56 (N)
INV OUT=4956.28 (E)
EX-SANITARY MH
RIM=4960.52
INV IN=4955.14 (W)
INV IN=4955.20 (N)
INV OUT=4955.12 (E)
EXISTING ELCO
WATER MAIN
EXISTING 6" CITY
OF FORT COLLINS
WATER MAIN
REMOVE
EXISTING LIGHT
REMOVE EXISTING
STREET LIGHT
REMOVE & REUSE
EXISTING STOP SIGN
REMOVE & RELOCATE
EXISTING ELECTRICAL BOX
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)
500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
100 YR FLOODPLAIN
(CURRENT EFFECTIVE)500 YR FLOODPLAIN
(CURRENT EFFECTIVE)
EXISTING 12" VCP
SANITARY SEWER
SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
EX1 DEMOLITION PLANEXISTING CONDITIONS &4
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
R1 STRUCTURE (HOUSE, BARN, SHED & SILO) TO BE REMOVED & DISPOSED OF OFF
SITE, ACCORDING TO ALL LAWS & REGULATIONS.
FENCE TO BE REMOVED AND DISPOSED OF OFF SITE.
OVERHEAD UTILITIES & POLES SHALL BE REMOVED, & RELOCATED. COORDINATE
WITH UTILITY OWNER PRIOR TO REMOVAL.
GAS SERVICE SHALL BE REMOVED & DISPOSED OF OFF SITE. COORDINATE WITH
UTILITY OWNER PRIOR TO REMOVAL.
PROJECT DEMOLITION NOTES
R2
R3
NORTHERN ENGINEERING
DATED: OCTOBER 25, 2019
FIELD SURVEY BY:
R4
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.EXISTING WATER AND WATER SEWER SERVICES SHALL BE REMOVED OR
ABANDONED AT THE MAIN PER CITY REQUIREMENTS.
5.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
6.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
EXISTING OVERHEAD UTILITY
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
PROPOSED SAWCUT
APPROXIMATE AREA OF
GRAVEL/DIRT REMOVAL
OHU
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WILL THIS NEED TO
BE RELOCATED TO
MAKE ROOM FOR
THE TRAIL/PLAZA
AT THIS CORNER?
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UD UD UD UD UD
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EXISTING 30' GAS
LINE EASEMENT
EXISTING 30' UTILITY &
DRAINAGE EASEMENT
PROPOSED 30' LAKE
CANAL EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
30' CANAL EASEMENT
PER BRUSH MOBILE
HOME P.U.D.
24.1' CITY TRAIL &
UTILITY EASEMENT
15' CITY TRAIL
& UTILITY EASEMENT
PROPOSED POND
OUT FALL
PROPOSED
STORM LINE
PROPOSED STORM LINE
PROPOSED
STORM LINE
PROPOSED BUILDING
CONNECT TO EXISTING STORM INLETNORTH COLLEGE AVENUEJEROME STREETPROPOSED 6"
FIRE CONNECTION
PROPOSED 3" WATER
SERVICE AND METER PIT
PROPOSED FES
(TYP.)
PROPOSED 10"
SANITARY LINE
LAKE
C
A
N
A
L
15' UTILITY EASEMENT
AREA INLET (TYP.)
JEROME STREET LLC,
216 E OAK ST
JEROME STREET STATION LLC,
742 N COLLEGE AVE
LMC VENTURES LLC,
742 N COLLEGE AVE
CITY OF FORT COLLINS
405 N COLLEGE AVE
MORAK KAREN LLC
622 N COLLEGE AVE
CONNECT TO
EXISTING GAS LINE
PROPOSED
GAS SERVICE
PROPOSED POND
OUTLET STRUCTURE
AREA INLET
CITY OF FORT COLLINS,
740 N COLLEGE AVE
EXISTING 6" WATEREXISTING ELCO
WATER MAIN
PROPOSED
BUS STOP
EXISTING 21"
SANITARY SEWER
EXISTING 21" SANITARY SEWER
EXISTING 8" WATER
EXISTING
FIRE HYDRANT
PROPOSED
10' TRAIL
EXISTING
8" WATER
EXISTING 21"
SANITARY SEWER
EXISTING SANITARY SERVICE
EXISTING 10"
SANITARY SEWER
EXISTING
18" STORM
EXISTING 24" STORM
EAST VINE DRIVE
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
PROPOSED RAIN GARDEN
TYPE R INLET
PROPOSED OUTDOOR
LANDSCAPED AMPHITHEATER
PROPOSED
AREA INLET
PROPOSED
STORM LINE
PROPOSED
STORM LINE
PROPOSED
STORM LINE
PROPOSED
RAIN GARDEN
PROPOSED
SANITARY MANHOLE
EXISTING 12" SANITARY MAIN
TO CONVERT TO SEWER SERVICE
WITH THIS DEVELOPMENT
CONNECT TO EXISTING 6"
CAST IRON WATER MAIN
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)100 YR FLOOD PLAIN
(CURRENT EFFECTIVE)
500 YR FLOOD PLAIN
(CURRENT EFFECTIVE)15' UTILITY EASEMENT15' UTILITY EASEMENT
PROPOSED ROW
TIE INTO EXISTING
ELECTRICAL VAULT
PROPOSED
RIPRAP
PROPOSED
RIPRAP
PROPOSED
CURB CUT & RIPRAP
RUNDOWN
PROPOSED
CONCRETE FOREBAY
PROPOSED FH
ASSEMBLY
PROPOSED 1"
IRRIGATION TAP
PROPOSED 1"
IRRIGATION METER
PROPOSED
ELECTRICAL TRANSFORMER
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
LAKE
C
A
N
A
L
C
E
N
T
E
R
L
I
N
E
EMERGENCY ACCESS GATE
EXISTING 12" VCP
SANITARY SEWER
SheetPOWERHOUSE 2These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 16
OU1 UTILITY PLAN6
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED UNDERDRAIN UD
PROPOSED UNDERGROUND ELECTRICAL UGE UGE
SWALE FLOW LINE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
FDC
WHAT ARE THESE? I
DONT SEE ANY LABELS
OR REFERENCES IN
THE LEGEND.
PLEASE INCLUDE THE
CROSSWALK, RRFB'S,
AND ANY APPLICABLE
SIGNAGE WITH THE
NEXT SUBMITTAL