HomeMy WebLinkAboutWORTHINGTON STORAGE - FDP220016 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (3)XXXXX
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UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD UD UDUDUDUDUDUDUDUDUDIR EEEEEEEUDUDUDUDUDUDUDEXISTING 54' PUBLIC ROW
DEDICATED PER PLAT OF CENTRE FOR ADVANCED
TECHNOLOGY P.U.D 16TH FILING
12' UTILITY, DRAINAGE,
ACCESS & EA EASEMENT
PROPOSED BUILDING
(EXCLUSION EASEMENT)
EXISTING
GARAGE
PROPOSED
GARAGE
(EXCLUSION
EASEMENT)
PROPOSED TRASH
ENCLOSURE
WORTHINGTON CIRCLE
PRIVATE ROAD
EXISTING 15" RCP
STORM DRAIN
EXISTING 8" PVC SANITARY
EXISTING 8"
DIP WATER
EXISTING FIRE
HYDRANT
EXISTING 8" DIP
WATER
EXISTING 8"
PVC SANITARY
EXISTING 6" SEWER SERVICE
EXISTING 2" WATER SERVICEPRIVATE ROADPROPOSED 6"
RELOCATED FIRE
SERVICE189.72 LF 6" PVCN44°38'27"E23.36 LF 6" PVC
S45°11'31"E
FDCPROPOSED CURB
INLET
PROPOSED 4" SANITARY
SEWER SERVICE @ 2% SLOPE
PROPOSED
UNDERDRAIN (TYP.)
PROPOSED CURB INLET
PROPOSED AREA
INLET
PROPOSED
UNDERDRAIN
EXISTING FIRE
HYDRANT
PROPOSED
LIGHT POLE
OWNER: KATSCH24 LLC
LOT 2, CENTRE FOR
ADVANCED TECHNOLOGY
P.U.D. TENTH FILING
OWNER: TALL DENTIST LLC
LOT 3, CENTRE FOR ADVANCED
TECHNOLOGY P.U.D. TENTH FILING
OWNER: AWEIDA
PROPERTIES INC
UNPLATTED
OWNER: MARKET CENTRE
RETAIL ASSOCIATION
OWNER: TWO
PAULS LLC
LOT 7, CENTRE FOR
ADVANCED
TECHNOLOGY P.U.D.
NINETEENTH FILING
LOT 8, CENTRE FOR ADVANCED
TECHNOLOGY P.U.D. NINETEENTH FILING
PROPOSED LOT LINE
PROPOSED LOT LINE
PROPOSED
LIGHTS
(TYP.)
PROPOSED SLIDING GATE WITH
KNOX BOX
PROPOSED SLIDING GATE WITH
KNOX BOX
PROPOSED FIRE DEPARTMENT
CONNECTION
EMT
PROPOSED ELECTRIC METER
GMT
PROPOSED GAS METER
PROPOSED CONNECTION
TO EXISTING 15" PIPE
10'
PROPOSED
TRANSFORMER PAD
4'
10'
10'
13'
PROPOSED
ELECTRIC LINE
22'EAE
PROPOSED
GARAGE
(EXCLUSION
EASEMENT)
PROPOSED
GARAGE
(EXCLUSION
EASEMENT)
10'
10'
8'
STORMTECH BASIN 3
R-TANK BASIN 4
STORMTECH BASIN 4
R-TANK
BASIN 2
R-TANK BASIN 1
STORMTECH
BASIN 1
STORMTECH
BASIN 2
PROPOSED CURB
INLET
R-TANK
BASIN 2
IRRIGATION SERVICE
CONNECTION
N:119179.81
E:189660.42
PROPOSED FIRE
SERVICE CONNECTION
w/ 6" GV
N:118885.32
E:189751.21
24'
PROPOSED SANITARY
SEWER SERVICE CONNECTION
EXISTING 8" PVC INV. 5043.58
N:119086.54
E:189927.70
44.77 LF 4" PVC
N45°00'07"W
R-TANK BASIN 1
PROPOSED 3/4" WATER
SERVICE CONNECTION
N:119042.71
E:189641.47
PROPOSED 6" FIRE
SERVICE CONNECTION
w/ 6" GV
N:119047.71
E:189641.45
13.45 LF 6" PVC
N89°49'18"E 60.36 LF 6" PVCN43°55'32"EPROPOSED 3/4" WATER
METER PIT
N:119042.75
E:189652.81
R-TANK
BASIN 3
90° BEND w/ TB
N:119020.31
E:189884.52
PROPOSED 8" SANITARY
SEWER SERVICE CASING PIPE
20-FT CENTERED ON CROSSING
EXISTING 8" PVC INV. 5043.58
N:119094.07
E:189920.17
PROPOSED 3/4" IRRIGATION
METER PIT
N:119176.74
E:189669.86
12.97'
13.77'
45° BEND w/ TB
N:119047.76
E:189654.90
SheetThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 32WORTHINGTON SELF STORAGEOU1 OVERALL UTILITY PLAN10
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
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 CITY OF FORT COLLINS STANDARDS,
LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARDS,
LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 5-FT MINIMUM CLEARANCE 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 CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING
CONSTRUCTION.
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 CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
MC-3500 STORMTECH CHAMBERS (ISOLATOR ROW)
R-TANK STORMWATER MODULES
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