HomeMy WebLinkAboutKECHTER TOWNHOMES - FDP210002 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSS
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EECACTUS CURVEWHEELHOUSE WAYCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCFCACTUS CURVE14' DRAINAGE
EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PARCEL X
WILLOW BROOK
CITY OF FORT COLLINS
PARCEL NO. 8609128901
POUDRE R-1 SCHOOL DISTRICT
PARCEL NO. 8604000904
KECHTER ROAD (C.R. 36)
(70' PUBLIC ROW)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF SF SF
SF SF SF
SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
MATCH LINE - SEE SHEET EC3
TYP.
TYP.
MATCH LINE - SEE SHEET EC2
EC3 EROSION CONROL PLAN34
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
SheetKECHTER TOWNHOMESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealedby a ProfessionalEngineer in the employ ofNorthern EngineeringServices, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 36
KEYMAP
KECHTER RD (C.R. 36)QUASARWAYTYP.
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
ROCK SOCK
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SILT FENCE SF
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT
FOR "KECHTER TOWNHOMES" BY NORTHERN ENGINEERING, DATED JULY 22,
2020 FOR ADDITIONAL INFORMATION.
5.HYRDOMULCH ALL SLOPES 6:1 OR GREATER WHERE RUNON IS ANTICIPATED
OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH
DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR.
6.SEDIMENTATION BMP FREQUENCY IS SCHEMATIC. ADD BMPs AS NEEDED TO
ENSURE NO GREATER THAN 2% SLOPE FROM BOTTOM OF UPSTREAM TO TOP
OF DOWNSTREAM STRUCTURE.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
OUTLET PROTECTION
CONSTRUCTION FENCE CF CF
NOTE:
ALL BMPS SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
TYP.
EC2
EC3
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
MATCH LINE - SEE SHEET EC2