HomeMy WebLinkAboutFCLWD GOLDEN CURRANT WATER LINE - FDP200026 - - UTILITY PLANS1" = N/A
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D:\CIVILWORX\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\CX.XX_COVERSHEET.DWGCX.XX_COVER SHEET####CS01GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
VICINITY MAP
PROJECT TEAM
1" = 500'
PROJECT
SITE
GOLDEN CURRANT WATERLINE
FORT COLLINS LOVELAND WATER DISTRICT, LARIMER COUNTY, COLORADO.
PUBLIC IMPROVEMENT CONSTRUCTION PLANS
CIVIL ENGINEER
CIVILWORX, LLC
4025 AUTOMATION WAY, SUITE B2
FORT COLLINS, CO 80525
OFFICE PHONE: 970-698-6046
CONTACT: JUSTIN C. BECKNER, PE
CELL PHONE: 970-698-6046
OWNER
FORT COLLINS LOVELAND WATER DISTRICT
5150 SNEAD DRIVE
FORT COLLINS, CO 80525
OFFICE PHONE 970-226-3104
CONTACT: CHRIS PLETCHER, PE
CELL PHONE: 970-218-5546
SURVEYOR
WASHBURN LAND SURVEYING, LLC
4025 AUTOMATION WAY SUITE C4 SOUTH
FORT COLLINS, CO 80526
OFFICE PHONE: 970-232-9645
CONTACT: CHAD WASHBURN, PLS
CELL PHONE: 970-685-8836
PROJECT TEAM
PROSPECT RD
OVERLAND TRAILPROFESSIONAL ENGINEER CERTIFICATION
THESE CONSTRUCTION PLANS FOR THE FORT COLLINS LOVELAND WATER
DISTRICT - GOLDEN CURRANT WATER LINE WERE PREPARED BY ME (OR
UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS
OF THE ROAD STANDARDS AND THE STORMWATER DESIGN STANDARDS FOR
LARIMER COUNTY, AND THE FORT COLLINS LOVELAND WATER DISTRICT
DESIGN CRITERIA.
JUSTIN C. BECKNER, PE
CIVILWORX, LLC
REQUIRED PERMITS BY CONTRACTOR
CITY OF FORT COLLINS NATURAL AREAS
-RIGHT OF WAY CONSTRUCTION PERMIT
CITY OF FORT COLLINS ENGINEERING
-TRAFFIC CONTROL PLAN
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
-CONSTRUCTION DEWATERING PERMIT
-PERMIT FOR STORMWATER DISCHARGE
FORT COLLINS-LOVELAND WATER DISTRICT
-PRE-CONSTRUCTION MEETING
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
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1/18/20214:42:45 PMD:\CIVILWORX\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\CX.XX_COVERSHEET.DWGCX.XX_COVER SHEET####CS01COVER SHEETELIZABETH ST
1
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
ISSUED
FOR
CONSTRUCTION
1/19/21
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D:\CIVILWORX\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\GN.XX_GENERALNOTES.DWGGN.XX_GENERAL NOTES####GN01GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1" = N/A
1/18/20214:42:51 PMD:\CIVILWORX\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\GN.XX_GENERALNOTES.DWGGN.XX_GENERAL NOTES####GN01GENERAL NOTESLARIMER COUNTY URBAN AREA ROAD STANDARDS - GENERAL NOTES (4/1/2017)
("DEVELOPER" SHALL REFER TO THE GENERAL CONTRACTOR FOR FORT COLLINS LOVELAND WATER DISTRICT)
GENERAL NOTES
1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE
STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND
APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE
SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL
WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY.
2.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,
UNLESS SPECIFICALLY STATED OTHERWISE.
3.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM
THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE
WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF
ANY WORK SHOWN IN THESE PLANS.
4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY
AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS
AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY
ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH
RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD
HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL
LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN
THESE PLANS.
5.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER
“DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS
CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER.
6.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN
SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE
AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING
NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES.
7.THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1- 800-922-1987,
AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE ALL REGISTERED UTILITY
LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / IRRIGATION COMPANY) ARE TO BE
LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE
LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THESE PLANS.
8.THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR
COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED.
9.IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN MODIFICATION IS
REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. DESIGN
MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING CONSTRUCTION.
10.THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY COMPANIES
INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM
DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL
PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES.
11.NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE WATER SYSTEM
UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A MINIMUM OF 2 WORKING
DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A
PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK.
12.THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL
UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO
INSTALLATION OF THE WATER LINES AND DRY UTILITIES.
13.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS
OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.
14.A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS
REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL,
IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES.
15.THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR STORM
WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL DIVISION, (303)
692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN.
16.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES
LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER(S).
17.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE
FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE STORMWATER
UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT
LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR
COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT
AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED
PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
18.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS
DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER
FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS
A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR STORM
DRAINAGE FACILITIES IN THE DEVELOPMENT.
19.ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY, IF APPLICABLE, SHALL BE
FOLLOWED AND IMPLEMENTED.
20.TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE EROSION
CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE
DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OR
LANDSCAPING.
21.THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO
THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN
APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR
AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR.
22.NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY UNTIL A
RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE.
23.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL APPLICABLE
AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY THE LOCAL ENTITY
ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY EROSION CONTROL INSPECTOR
(FORT COLLINS - 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING
ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. IF THE LOCAL ENTITY ENGINEER IS NOT
AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE DEVELOPER MAY
COMMENCE WORK IN THE ENGINEER ABSENCE. HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO
ACCEPT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION.
24.THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT- OF-WAY
AFTER RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT
OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT
CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE
RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE
LOCAL ENTITY'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL
SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL
REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF
BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL
THE LOCAL ENTITY ENGINEER APPROVES THE FINAL REPORT.
25.THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED
ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND
OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST
CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS
AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL
ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE STREETS.
26.ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE
COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE
STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL SERVICE
LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE EXCAVATION
NECESSARY FOR BUILDING CONNECTIONS.
27.PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOODPLAIN
RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE DISTRICTS.
28.ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN
ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA
MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL.
29.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL
ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT.
30.THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO,
EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226,
EXCAVATING AND TRENCHING.
31.THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH MUTCD, TO
THE APPROPRIATE RIGHT-OF-WAY AUTHORITY FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES
WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY
AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES.
32.PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY TYPE, THE
CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL TEMPORARILY
REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE CONTRACTOR MOVES
THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, MATERIALS AND EQUIPMENT
TO REINSTALL THE SIGN AS NEEDED.
33.THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING AND
STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT'S LOCAL STREET OPERATIONS. IN
ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED TO
DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT.
34.THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY
THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR HOLIDAYS, UNLESS
THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY.
35.THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE
COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE
PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE.
36.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT
DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION
ON THE AS-BUILT RECORD DRAWINGS.
37.THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1)
COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION
AGREEMENTS NEEDED FOR THE JOB.
38.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A
SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT THE
DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY.
39.THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD
DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY'S INSPECTOR AT ALL
TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD DRAWINGS TO THE
LOCAL ENTITY ENGINEER.
40.THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE
NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE
INFORMATION SHALL BE AS FOLLOWS:
PROJECT DATUM: NAVD88
BENCHMARK #: 32-92
ELEVATION: 5119.42 NAVD88
DESCRIPTION: NORTHEAST CORNER OF LAKE ST. AND OVERLAND TRAIL, IN THE EAST HEADWALL OF THE
BRIDGE OVER THE PLEASANT VALLEY AND LAKE CANAL.
BENCHMARK #: 22-97
ELEVATION: 5141.86 NAVD88
DESCRIPTION: ON A MANHOLE BASE NEAR THE WEST RIGHT OF WAY OF OVERLAND TRAIL AND WEST
ELIZABETH STREET.
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 NVGD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE
USED: NVGD29 = NAVD88 DATUM - 3.18'.
GENERAL NOTES CONTINUED
41.ALL STATIONING IS BASED ON CENTERLINE OF THE PIPE UNLESS OTHERWISE NOTED.
42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES,
TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS
DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS,
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL
TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY
THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN
ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN
SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN
MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH,
INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY
SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE
CUTS ARE MADE.
44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL
TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS
REQUIRED BY THESE PLANS.
45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T”
INTERSECTIONS.
46.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE
GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO
YEARS FROM THE DATE OF ACCEPTANCE.
47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT
IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE
STREETS: (LIST). N/A
48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES
FOR THE PROJECT). N/A
CITY OF FORT COLLINS GRADING AND EROSION CONTROL NOTES
1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED
PLANS.
3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL
MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED
IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
4.AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND
CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO
MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND
MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN.
5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR
DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE
CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS,
STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND
CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO
SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS- OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING
ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION
CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE
LOCAL ENTITY.
7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES
SHALL:
a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT
STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED
PERFORMANCE OF THEIR INTENDED FUNCTION.
b.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY
STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR.
c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE
EROSION CONTROL INSPECTOR.
8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE
FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND
OTHER PUBLIC FACILITIES.
9.THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE
STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY.
10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND
DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE
UNITED STATES.
11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED
FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL
STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED.
12.THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES
WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO
THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA).
13.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO
DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION
SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK
WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT
ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND
DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND
FEDERAL REGULATIONS.
14.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL
BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY
FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE
CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING
RESTORED.
15.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING
SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE
SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR, (WITHIN LOVELAND GMA
AND CITY LIMITS ONLY).
a.BELOW ALL GUTTER DOWNSPOUTS.
b.OUT TO DRAINAGE SWALES.
c.ALONG LOT PERIMETER.
d.OTHER LOCATIONS, IF NEEDED.
16.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON
THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS
DIRECTED BY THE CITY/COUNTY.
17.A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION EQUIPMENT,
INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING ROADWAYS. NO EARTHEN MATERIALS,
I.E. STONE, DIRT, ETC. SHALL BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP TO ACCESS
TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR
BUILDING SITES.
SEED MIX
1.THE CITY OF FORT COLLINS' UPLAND NATIVE SEED MIX SHOULD BE USED FOR THIS SITE. THE SEED MIX DETAILS
CAN BE FOUND ON SHEET DT02 OF THIS PLAN SET.
FORT COLLINS LOVELAND WATER DISTRICT NOTES
1.THIS PROJECT SHALL BE CONSTRUCTED TO THE MOST CURRENT EDITION (JUNE 2010, REVISION 2.0) OF THE
FORT COLLINS-LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS UNLESS INDICATED OTHERWISE
ON THESE PLANS.
2.WATERLINES SHOULD HAVE 5 TO 6 FT OF COVER UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS.
3.WATERLINES SHOULD HAVE 18 INCHES VERTICAL SEPARATION FROM ALL OTHER UTILITIES. IF 18" OF
CLEARANCE IS NOT POSSIBLE, CONTACT THE DISTRICT ENGINEER TO DISCUSS ALTERNATIVES.
4.MAXIMUM DEFLECTION OF 20-FOOT LENGTHS OF OF 20" C900 PVC PIPE SHALL BE APPROXIMATELY 4.2" (1.0
DEGREES) AT THE JOINT.
5.INDIVIDUAL LENGTHS OF 20" C900 PVC PIPE SHALL NOT BE LONGITUDINALLY BENT (I.E. NO BARREL BENDING).
6.ALL WATERLINES SHALL BE INSTALLED WITH TRACER WIRE.
7.CONTRACTOR SHALL GRADE THE PROJECT THROUGH SUBSTANTIAL COMPLETION, INCLUDING TRENCH
BACKFILL AND DESIGNED FINISHED GRADE.
8.CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY TEMPORARY RE-VEGETATION DURING CONSTRUCTION
AND THROUGH SUBSTANTIAL COMPLETION.
2
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
GOLDEN CURRANT BLVD
S OVERLAND TRAILREMOVE AND REPLACE EXISTING ASPHALT FOR
ABANDONMENT OF EXISTING 16" WL
SEE SHEET AB01
WOODROSE CTWHEATG
R
A
S
S
C
T
W
P
R
O
S
P
E
C
T
R
D
BANYAN DRS OVERLAND TRAILREMOVE AND REPLACE
EXISTING CONCRETE PAN
REMOVE AND REPLACE
EXISTING CONCRETE TRAIL
REMOVE AND REPLACE
EXISTING GRASS / SOD
REMOVE AND REPLACE
EXISTING CONCRETE SIDEWALK
REMOVE AND REPLACE
EXISTING CONCRETE SIDEWALK
REMOVE AND REPLACE
EXISTING CONCRETE
CURB AND GUTTER
REMOVE AND REPLACE
EXISTING CONCRETE
CURB AND GUTTER
REMOVE AND REPLACE
CONCRETE CROSSPAN
REMOVE AND REPLACE
EXISTING ASPHALT
REMOVE AND REPLACE
EXISTING ASPHALT
REMOVE AND REPLACE
EXISTING FENCE
REMOVE AND REPLACE
EXISTING STORM PIPE
REMOVE AND REPLACE
EXISTING TREES
REMOVE AND REPLACE
EXISTING TREES
REMOVE AND REPLACE EXISTING ASPHALT FOR
ABANDONMENT OF EXISTING 16" WL
SEE SHEET AB01
PROPOSED 30"
FCLWD WATER LINE
REMOVE
EX. SHRUB
1" = 30'
N/A
RM01
0 30'60'
SCALE: 1" = 30'
15'DEMOLITION AND REMOVALS PLANGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC
AND PRIVATE UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER.
2.THE CONTRACTOR SHALL PROTECT ALL EXISTING
FEATURES THAT ARE NOT TO BE REMOVED
ADJACENT TO THE CONSTRUCTION AREA
INCLUDING, BUT NOT LIMITED TO, PAVEMENT,
PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND
UNDERGROUND FOUNDATIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT
SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC
OR PRIVATE FACILITY OR FEATURE AS A RESULT OF
THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3.CURB, GUTTER, SIDEWALK, AND CONCRETE PANS
SHALL BE REMOVED TO THE NEAREST JOINT.
4.LIMITS OF STREET CUT AS REQUIRED FOR UTILITY
CONSTRUCTION ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
5.CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO BEGINNING
ANY CONSTRUCTION ACTIVITIES.
6.LIMITS OF DISTURBANCE ARE ASSUMED TO BE UP
TO APPROXIMATELY 25-FEET TO EITHER SIDE OF
THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
7.AREAS WITHIN LIMIT OF DISTURBANCE WITHOUT
SPECIFIC REMOVAL/REPLACEMENT DIRECTIONS
SHALL BE RE-SEEDED WITH SEED MIX AS DIRECTED
IN GENERAL NOTES.
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
RIGHT-OF-WAY
5078
5080
REMOVE & DISPOSE OF EXISTING
CONCRETE DITCH
REMOVE EXISTING CURB &
GUTTER & SIDEWALK
SAWCUT LINE
REMOVE EXISTING ASPHALT
LIMITS OF DISTURBANCE
REMOVALS
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTALS
REMOVE EXISTING CONCRETE
REMOVE AND REPLACE EXISTING
GRASS / SOD
REMOVE AND REPLACE EXISTING
UTILITY PIPING
REMOVE AND REPLACE EXISTING
TREE / REMOVE EXISTING SHRUB
REMOVE AND REPLACE DIRT ROAD
AND PATH
3
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
PROPOSED PIPE ALIGNMENT LIES WITHIN EXTENTS OF ACCESS ROAD IN THIS AREA
ACCESS ROAD TO BE EXCAVATED AND REPAIRED FOR PIPE INSTALLATION AS NECESSARY SPRUCE DRSPRUCE DRREMOVE AND REPLACE
EXISTING TREE
1" = 30'
N/A
RM02DEMOLITION AND REMOVALS PLANGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC
AND PRIVATE UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER.
2.THE CONTRACTOR SHALL PROTECT ALL EXISTING
FEATURES THAT ARE NOT TO BE REMOVED
ADJACENT TO THE CONSTRUCTION AREA
INCLUDING, BUT NOT LIMITED TO, PAVEMENT,
PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND
UNDERGROUND FOUNDATIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT
SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC
OR PRIVATE FACILITY OR FEATURE AS A RESULT OF
THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3.CURB, GUTTER, SIDEWALK, AND CONCRETE PANS
SHALL BE REMOVED TO THE NEAREST JOINT.
4.LIMITS OF STREET CUT AS REQUIRED FOR UTILITY
CONSTRUCTION ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
5.CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO BEGINNING
ANY CONSTRUCTION ACTIVITIES.
6.LIMITS OF DISTURBANCE ARE ASSUMED TO BE UP
TO APPROXIMATELY 25-FEET TO EITHER SIDE OF
THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
7.AREAS WITHIN LIMIT OF DISTURBANCE WITHOUT
SPECIFIC REMOVAL/REPLACEMENT DIRECTIONS
SHALL BE RE-SEEDED WITH SEED MIX AS DIRECTED
IN GENERAL NOTES.
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
RIGHT-OF-WAY
5078
5080
REMOVE & DISPOSE OF EXISTING
CONCRETE DITCH
REMOVE EXISTING CURB &
GUTTER & SIDEWALK
SAWCUT LINE
REMOVE EXISTING ASPHALT
LIMITS OF DISTURBANCE
REMOVALS
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTALS
REMOVE EXISTING CONCRETE
REMOVE AND REPLACE EXISTING
GRASS / SOD
REMOVE AND REPLACE EXISTING
UTILITY PIPING
REMOVE AND REPLACE EXISTING
TREE / REMOVE EXISTING SHRUB
REMOVE AND REPLACE DIRT ROAD
AND PATH
0 30'60'
SCALE: 1" = 30'
15'
4
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
0 100'200'
SCALE: 1" = 100'
50'
CITY OF FORT COLLINS
MAXWELL NATURAL AREA
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
CITY OF FORT COLLINS
WATER TANK
FCLWD WATER TANKS
TREES TO
BE PROTECTED
PROPOSED FCLWD 30" WATERLINE
PROPOSED FCLWD 30" WATERLINE
FCLWD TANK ACCESS ROAD
DIXON CANAL AND
ACCESS ROAD CROSSING
EROSION CONTROL PLANEC01
N/A
1" = 100'
5
GOL
D
E
N
C
U
R
R
A
N
T
B
L
V
DCATALPA CTCITY
O
F
F
O
R
T
C
O
L
LI
N
S
T
A
N
K
ACCE
S
S
R
O
A
D
CONSTRUCTION DISTURBANCE MUST BE
CONTAINED WITHIN THE 50'
CONSTRUCTION EASEMENT. ACCESS TO
THE TANK TO BE MAINTAINED AT ALL
TIMES.
1.THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE FIELD CONDITIONS ARE AS
SHOWN IN THE DRAWINGS. IF THE
CONTRACTOR FINDS DISCREPANCIES THE
CONTRACTOR SHALL CONTACT THE
ENGINEER.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR
NECESSARY TEMPORARY RE-VEGETATION
DURING CONSTRUCTION AND THROUGH
SUBSTANTIAL COMPLETION.
3.EROSION CONTROL PRACTICES, SITE
PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4.IN ADDITION TO THE EROSION CONTROL
MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COMPLETE,
COORDINATE WITH, AND UPDATE AS
REQUIRED, THE STORMWATER POLLUTION
PREVENTION PLAN (SWPP) FOR THIS
PROJECT.
5.ANY AREAS USED FOR STOCKPILING AND/OR
STAGING SHOULD ALSO HAVE SEDIMENT AND
EROSION CONTROL MEASURES AS
NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM
DRAINAGE WAYS. THE SWMP SHOULD BE
UPDATED TO SHOW THESE AREAS AND
SEDIMENT AND EROSION CONTROL ITEMS.
THE ITEMS MAY INCLUDE BUT ARE NOT
LIMITED TO VEHICLE TRACKING CONTROL,
SILT FENCE, CONSTRUCTION FENCE,
CONCRETE WASHOUT, AND SEDIMENT TRAP.
6.CONTRACTOR SHALL REMOVE ALL SEDIMENT,
MUD, CONSTRUCTION DEBRIS, OR OTHER
POTENTIAL POLLUTANTS THAT MAY HAVE
BEEN DISCHARGED TO OR, ACCUMULATE IN,
THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY
OF THE CITY, AS A RESULT OF
CONSTRUCTION ACTIVITIES ASSOCIATED
WITH THIS DEVELOPMENT OR CONSTRUCTION
PROJECT. SAID REMOVAL SHALL BE
CONDUCTED DAILY, AS MAY BE REQUIRED.
SUCH MATERIALS SHALL BE PREVENTED
FROM ENTERING THE STORM SEWER.
NOTES
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
STORM DRAIN PIPE
STORM INLET
SILT FENCE
SLOPE PROTECTION
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
ROCK SOCK
TEMPORARY SEDIMENT
INLET PROTECTION
TURF REINFORCEMENT
MAT
EROSION
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
0 100'200'
SCALE: 1" = 100'
50'
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
PROPOSED FCLWD 30" WATERLINE
PONDS AT OVERLAND TRAIL
DETENTION POND
BANYAN DRIVEWEST PROSPECT ROAD
OVERLAND TRAILGOLDEN CURRANT BLVD.GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021EROSION CONTROL PLANEC02
N/A
1" = 100'
6BANYAN DR
IVE
REEDGRASS CT.
HONEYSUCKLE CT.GOLDEN CURRANT
CT
.
1.THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE FIELD CONDITIONS ARE AS
SHOWN IN THE DRAWINGS. IF THE
CONTRACTOR FINDS DISCREPANCIES THE
CONTRACTOR SHALL CONTACT THE
ENGINEER.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR
NECESSARY TEMPORARY RE-VEGETATION
DURING CONSTRUCTION AND THROUGH
SUBSTANTIAL COMPLETION.
3.EROSION CONTROL PRACTICES, SITE
PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4.IN ADDITION TO THE EROSION CONTROL
MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COMPLETE,
COORDINATE WITH, AND UPDATE AS
REQUIRED, THE STORMWATER POLLUTION
PREVENTION PLAN (SWPP) FOR THIS
PROJECT.
5.ANY AREAS USED FOR STOCKPILING AND/OR
STAGING SHOULD ALSO HAVE SEDIMENT AND
EROSION CONTROL MEASURES AS
NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM
DRAINAGE WAYS. THE SWMP SHOULD BE
UPDATED TO SHOW THESE AREAS AND
SEDIMENT AND EROSION CONTROL ITEMS.
THE ITEMS MAY INCLUDE BUT ARE NOT
LIMITED TO VEHICLE TRACKING CONTROL,
SILT FENCE, CONSTRUCTION FENCE,
CONCRETE WASHOUT, AND SEDIMENT TRAP.
6.CONTRACTOR SHALL REMOVE ALL SEDIMENT,
MUD, CONSTRUCTION DEBRIS, OR OTHER
POTENTIAL POLLUTANTS THAT MAY HAVE
BEEN DISCHARGED TO OR, ACCUMULATE IN,
THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY
OF THE CITY, AS A RESULT OF
CONSTRUCTION ACTIVITIES ASSOCIATED
WITH THIS DEVELOPMENT OR CONSTRUCTION
PROJECT. SAID REMOVAL SHALL BE
CONDUCTED DAILY, AS MAY BE REQUIRED.
SUCH MATERIALS SHALL BE PREVENTED
FROM ENTERING THE STORM SEWER.
NOTES
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
STORM DRAIN PIPE
STORM INLET
SILT FENCE
SLOPE PROTECTION
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
ROCK SOCK
TEMPORARY SEDIMENT
INLET PROTECTION
TURF REINFORCEMENT
MAT
EROSION
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
0 180'360'
SCALE: 1" = 180'
90'GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021OVERALL UTILITY PLANUT01
N/A
1" = 180'
7
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1.MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2.WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3.MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4.ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
SEE SHEET UT02
SEE SHEET UT03
GO
L
D
E
N
C
U
R
R
A
N
T
B
L
V
D
C
A
T
A
L
P
A
C
T
HONEYSUCKLE CT
REEDGRASS CT
WEST PROSPECT ROADGOLDEN CURRANT
CTBANYAN DRIVEOVERLAND TRAILLEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1.MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2.WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3.MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4.ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
0 100'200'
SCALE: 1" = 100'
50'
CITY OF FORT COLLINS
MAXWELL NATURAL AREA
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
CITY OF FORT COLLINS
WATER TANK
FCLWD WATER TANKS
TREES TO BE PROTECTED
EXISTING COFC 24" WATERLINE
PROPOSED FCLWD 20" WATERLINE
EXISTING FCLWD 16" WATERLINE
(TO BE ABANDONED,
SEE SHEET AB01)
PROPOSED FCLWD 30" WATERLINE
EXISTING COFC 24" WATERLINE
OVERHEAD ELECTRIC LINES
FCLWD TANK ACCESS ROAD
DIXON CANAL AND
ACCESS ROAD CROSSING
EXISTING FCLWD 8" WATERLINE
(TO BE ABANDONED, SEE SHEET AB01)GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021UTILITY PLANUT02
N/A
1" = 100'
8
GOL
D
E
N
C
U
R
R
A
N
T
B
L
V
D
30"X8" TEE
SOUTH - 8" GATE VALVE AND
8"X6" REDUCER. INSTALL 199 LF
OF 6" PVC PIPE TO CONNECT TO
6" LINE WITH 6" TRANSITION
COUPLERCATALPA CTCROSSING UNDER FORT
COLLINS 24" WATERLINE
CITY
O
F
F
O
R
T
C
O
L
LI
N
S
T
A
N
K
ACCE
S
S
R
O
A
D
PROPOSED FCLWD 20' WATERLINE EASEMENT
EXISTING FCLWD 16" WATERLINE
(TO BE ABANDONED,
SEE SHEET AB01)
CONSTRUCTION DISTURBANCE MUST BE
CONTAINED WITHIN THE 50'
CONSTRUCTION EASEMENT. ACCESS TO
THE TANK TO BE MAINTAINED AT ALL
TIMES.
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1.MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2.WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3.MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4.ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
PROPOSED 20' EASEMENT
PROPOSED 20' EASEMENT
PROPOSED FCLWD 50' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED 20' EASEMENT
PROPOSED 50' CONSTRUCTION EASEMENT
OHE
FORT COLLINS NATURAL AREA /
HOA OPEN SPACE PROPERTY BOUNDARY
WEST SIDE OF PROPOSED CONSTRUCTION EASEMENT
FOLLOWS PROPERTY BOUNDARY IN THIS AREA
EXISTING FCLWD EASEMENT
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
0 100'200'
SCALE: 1" = 100'
50'
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
PROPOSED FCLWD 30" WATERLINE
EXISTING COFC 24" WATERLINE
20' EASEMENT
PONDS AT OVERLAND TRAIL
DETENTION POND
PROPOSED FCLWD 30" WATERLINE
BANYAN DRIVEWEST PROSPECT ROAD OVERLAND TRAILGOLDEN CURRANT BLVD.
EXISTING FCLWD 36"
TRANSMISSION MAIN
EXISTING FCLWD 16" WATERLINE
(TO BE ABANDONED SEE SHEET AB01)GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021UTILITY PLANUT03
N/A
1" = 100'
9
30" x 3 4" CC SADDLE FOR
3 4" PEX-A SERVICE LINE
REPLACE METER PIT BANYAN DR
IVE
REEDGRASS CT.
HONEYSUCKLE CT.GOLDEN CURRANT
CT
.
PROPOSED FCLWD 20' WATERLINE EASEMENT
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1.MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2.WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3.MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4.ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
PROPOSED FCLWD 50'
TEMPORARY CONSTRUCTION
EASEMENT
EXISTING FCLWD 8" WATERLINE
(TO BE ABANDONED, SEE SHEET AB01)
CONNECT TO EXISTING
36" FCLWD WATER MAIN
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
CATALPA DR
GOLDEN
CURRANT
BLVD
PROPOSED PIPE ALIGNMENT LIES WITHIN
EXTENTS OF ACCESS ROAD IN THIS AREA.
ACCESS ROAD TO BE EXCAVATED AND
REPAIRED FOR PIPE INSTALLATION AS
NECESSARY
CITY OF FORT COLLINS
NATURAL AREA. SEE NOTES
THIS SHEET.WOODROSE CTWHEATG
R
A
S
S
C
T
W
P
R
O
S
P
E
C
T
R
D
SPRUCE DR
SPRUCE DR BANYAN DRS OVERLAND TRAILREMOVE AND REPLACE
EXISTING GRASS / SOD
AS NECESSARY
PROPOSED 30"
FCLWD WATER LINE
DETAIL 1 SEE LS02
DETAIL 2 SEE LS03
DETAIL 3 SEE LS03
DISTURBED AREA TO BE RESEEDED
AS PER INSTRUCTION IN GENERAL NOTES
AND DETAILS ON SHEET DT02
ACCESS TRAIL TO BE RESURFACED WITH
RECYCLED ASPHALT IMMEDIATELY FOLLOWING
WATERLINE INSTALLATION.
RESURFACED TRAIL DIMENSIONS:
4-INCH THICK (MINIMUM)
12-FOOT WIDE (MINIMUM)
1" = 100'
N/A
LS01LANDSCAPE, REVEGETATION, AND RECLAMATION PLANGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
10
FORT COLLINS NATURAL AREAS CONSTRUCTION NOTES
1.INSTALL ORANGE CONSTRUCTION FENCING TO MARK THE EASEMENT LIMITS (LIMITS
OF DISTURBANCE) ON THE SITE. DO NOT BEGIN ANY CONSTRUCTION ACTIVITIES UNTIL
THE CITY'S REPRESENTATIVE HAS APPROVED THE FENCE LOCATION.
2.POST TEMPORARY SIGNS INFORMING THE PUBLIC THAT THIS IS THE GRANTEE'S
PROJECT AND INDICATING THE PURPOSE OF THE PROJECT AND THE GRANTEE'S PHONE
NUMBER. SIGNS MUST BE POSTED AT THE LOCATIONS DESIGNATED BY THE CITY.
3.HAVE EROSION CONTROL MEASURES IN PLACE AND APPROVED BY A CITY
REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.
4.HAVE DOCUMENTATION THAT EQUIPMENT HAS BEEN WASHED/DISINFECTED PRIOR
TO ARRIVING ON SITE TO PREVENT THE SPREAD OF NOXIOUS SPECIES.
5.FOR AREAS WITH NATIVE VEGETATION, STRIP TOPSOIL IN ALL AREAS OF EXCAVATION
TO A DEPTH OF 8 INCHES AND STOCKPILE SEPARATELY. WETLAND AND UPLAND SOILS
MUST BE STOCKPILED SEPARATELY FROM EACH OTHER. PLACE THE TOPSOIL IN AN
8-INCH LAYER ON TOP OF THE SUBSOIL IN THE CORRESPONDING ZONE IMMEDIATELY
FOLLOWING THE COMPLETION OF CONSTRUCTION.
6.MAINTAIN A SAFE WORK AREA AND PROTECT THE SAFETY AND WELFARE OF
GRANTEE'S EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, AND THE GENERAL
PUBLIC, INCLUDING WITHOUT LIMITATION PROVIDING BARRICADES AND SAFETY
FENCES AROUND EXCAVATIONS AND DROP-OFFS LEFT OPEN AT THE END OF A
WORKDAY. SAFETY PRECAUTIONS MUST BE IN COMPLIANCE WITH ALL APPLICABLE
LAWS, RULES AND REGULATIONS.
7.COMPACT BACKFILL IN TRENCHES TO 95% STANDARD PROCTOR DENSITY. TEST THE
COMPACTED SOILS AT 100' INTERVALS HORIZONTALLY AND 2' INTERVALS VERTICALLY
WITHIN THE AREA OF EXCAVATION TO ENSURE THAT THIS REQUIREMENT HAS BEEN
MET. SUBMIT TO THE CITY ALL LABORATORY PROCTOR DENSITY RESULTS, AND A COPY
OF ALL FIELD COMPACTION TESTS. AFTER COMPACTION TO FINAL SUBGRADE (8”
BELOW FINISHED GRADE), THE TOP 6 INCHES OF SUBSOIL MUST BE RIPPED (NO MORE
THAN 20” BETWEEN INTERVALS), AND THE PREVIOUSLY STRIPPED AND STOCKPILED
TOPSOIL MATERIALS SPREAD EVENLY OVER THE EXCAVATED AREAS. SOILS IN
BACKFILLED, COMPACTED, TOPSOIL TRENCHES MUST MATCH THE GRADE OF THE
SURROUNDING UNDISTURBED AREAS.
8.SET ALL MANHOLE COVERS, VALVE LIDS, VAULTS, ETC. BELOW OR FLUSH WITH THE
FINISHED TOPSOIL SURFACE. IF ANY IMPROVEMENTS ARE APPROVED FOR
CONSTRUCTION ABOVE THE FINAL GRADE, THEY MUST BE PAINTED WITH A COLOR
APPROVED BY THE CITY.
9.BRING TO GRADE (MATCH SURROUNDING TOPOGRAPHY) ALL SETTLED AND ERODED
AREAS ALONG THE EXISTING PIPELINE, IF ANY, TO BE ABANDONED DURING
CONSTRUCTION OF THE NEW PIPELINE. REPAIR ANY SETTLEMENT THAT OCCURS OVER
THE EXISTING PIPELINE OR NEW PIPELINES AFTER COMPLETION AND ACCEPTANCE OF
THE PROJECT BY THE CITY. ANY NECESSARY REPAIRS MUST BE CONDUCTED IN A
MANNER AND AT A TIME DIRECTED BY THE CITY. REPAIRED AREAS MUST BE RESTORED
AS PER RESTORATION REQUIREMENTS OUTLINED IN THIS DOCUMENT OR IN THE
EASEMENT AGREEMENT.
10.AREAS WITHIN THE LIMITS OF DISTURBANCE THAT HAVE BEEN DRIVEN OVER,
COMPACTED OR RUTTED BY EQUIPMENT MUST BE SCARIFIED TO A DEPTH OF 8” (NOT
TO EXCEED 10” BETWEEN INTERVALS), AND REGRADED TO ORIGINAL GRADE AND
CONTOURS.
11.MEET WITH THE CITY'S REPRESENTATIVE TO DISCUSS AND GET APPROVAL OF THE
FINAL GRADING AND THE SEEDING/MULCHING PROCESS PRIOR TO RESEEDING. SEED
ALL DISTURBED AND TOPSOILED AREAS WITH A SEED MIX OF NATIVE SPECIES
SPECIFIED BY THE CITY. THE SEED MUST BE DRILLED INTO THE SOIL AN APPROPRIATE
DEPTH FOR THE SPECIES IN THE MIX AND EXISTING CONDITIONS, USING A RANGE
DRILL (NOT A BRILLION). IMMEDIATELY FOLLOWING SEEDING ROLL THE SEEDED AREAS
WITH A SHEEP'S FOOT ROLLER TO LIGHTLY COMPACT AND IMPRINT THE SOIL. THIS
REMOVES AIR VOIDS, PROVIDES BETTER SEED-SOIL CONTACT AND PROVIDES
INDENTION'S IN THE SOIL THAT WILL CAPTURE MOISTURE. ALL SEEDED AREAS MUST
THEN BE HYDROMULCHED IN ACCORDANCE WITH THE CITY'S STORM DRAINAGE
DESIGN CRITERIA AND CONSTRUCTION STANDARDS. FOLLOWING FINAL GRADING AND
INITIAL SEEDING OF THE CONSTRUCTION EASEMENT AREA AND ACCEPTANCE BY THE
CITY, THE CITY WILL BE RESPONSIBLE FOR ONGOING VEGETATION MANAGEMENT,
INCLUDING WEED CONTROL, MOWING, AND RESEEDING, AS NEEDED, IN AREAS
DISTURBED AND SEEDED IN ACCORDANCE WITH THIS PARAGRAPH. THE COST FOR THE
CITY TO PERFORM THE VEGETATION MANAGEMENT OVER THE NEXT FIVE TO TEN
YEARS IS CALCULATED TO BE THREE THOUSAND DOLLARS ($3,000.00) PER ACRE OF
DISTURBANCE BASED ON GRASSLAND/SHRUBLAND COVER TYPES. VEGETATION
MANAGEMENT FEES WILL BE DETERMINED ON A CASE-BY-CASE BASIS FOR OTHER
COVER TYPES.
1.THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
2.CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
3.LIMITS OF DISTURBANCE ARE ASSUMED TO BE
UP TO APPROXIMATELY 25-FEET TO EITHER SIDE
OF THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
4.THE CITY OF FORT COLLINS NATURAL AREA
SHALL BE RE-SEEDED WITH SEED MIX AS
DIRECTED IN GENERAL NOTES AND ON SHEET
DT02.
5.THE HOA DRY LAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD MEET THE FOLLOWING:
PLS SEEDING RATE
(#/ACRE DRILLED)
WESTERN WHEATGRASS, BARTON 5.50
BLUEBUNCH WHEATGRASS, SECAR 2.50
SLENDER WHEAT, PRIMAR (REVENUE) 2.00
BLUE GRAMA, LOVINGTON 2.00
SHEEP FESCUE, COVAR (BIGHORN) 2.00
SWITCHGRASS, BLACKWELL 1.50
6.THE HOA WETLAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD BE SIMILAR TO THE CITY OF FORT
COLLINS WETLAND MIX.
7.THE MITIGATION TREES WILL BE SELECTED BY
THE HOME OWNERS ASSOCIATION FROM THE
CITY OF FORT COLLINS APPROVED TREE LIST.
8.THE SELECTED TREES WILL BE OF THE
FOLLOWING SIZES AND BE TRANPLANTED VIA
THE METHODS BELOW.
·CANOPY SHADE TREE: 2.0-INCH CALIPER,
BALLED AND BURLAPPED.
·EVERGREEN TREE: 6.0-FT HEIGHT, BALLED
AND BURLAPPED.
·ORNAMENTAL TREE: 2.0-INCH CALIPER, BALLED
AND BURLAPPED.
9.TREES ARE SHOWN ON THE PLAN IN THE
GENERAL PLANTING LOCATIONS AND MAY BE
ADJUSTED IN THE FIELD TO BETTER FIT THE SITE
CONDITIONS AND AT THE HOA'S DIRECTION.
LEGEND
NOTES
HOA DRY LAND NATIVE SEED
(SEE NOTE 5 BELOW)
PROPOSED
SOD
REMOVE AND REPLACE DIRT ROAD
AND PATH
CITY OF FORT COLLINS
NATURAL AREA SEED
(SEE NOTE 4 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
HOA WETLAND NATIVE SEED
(SEE NOTE 6 BELOW)
12' WIDE BY 4" THICK RECYCLED
ASPHALT TRAIL
MATCHLINE SEE BELOW0 100'200'
SCALE: 1" = 100'
50'MATCHLINE SEE ABOVENATIVE SEED MIX NOTES
1.THE TIME OF YEAR SEEDING IS TO OCCUR SHOULD BE OCTOBER
THOUGH EARLY MAY.
2.PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX
SPECIES THROUGH LOOSENING AND ADDITION OF AMENDMENTS THAT
PROMOTE WATER ABSORPTION AND RELEASE, THEN SEED IN TWO
DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL
SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION
OF GRADING OPERATIONS.
3.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS,
THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL
PLANNER.
4.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD
TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE
USED).
5.DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION
RATE TO NO MORE THAN 1/2 INCH DEPTH. FOR BROADCAST SEEDING
INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION
RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES
AND APPLICATIONS RATES.
6.PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE
PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES.
7.AFTER SEEDING, THE AREA SHALL BE COVERED WITH CRIMPED STRAW,
JUTE MESH, OR OTHER APPROPRIATE METHODS.
8.WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL
SEED IS GERMINATED THEN WEAN THE SEED FROM IRRIGATION. IF
IRRIGATION IS USED,THE IRRIGATION SYSTEM FOR SEEDED AREAS
SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL
ENSURE 100% HEAD-TO-HEAD COVERAGE OVER ALL SEEDED AREAS.
9.CONTRACTOR SHALL MONITOR SEEDED AREAS FOR PROPER
IRRIGATION, EROSION CONTROL, GERMINATION AND RE-SEEDING AS
NEEDED TO ESTABLISH COVER.
10.THE APPROVED NATIVE SEED MIX AREA IS INTENDED TO BE MAINTAINED
IN A NATURAL-LIKE LANDSCAPE AESTHETIC. DO NOT MOW DURING HOT,
DRY PERIODS. DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO
AVOID INHIBITING NATIVE PLANT GROWTH.
11.NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN 70%
VEGETATIVE COVER IS REACHED WITH LESS THAN 10% OF COVER
CONSISTING OF NOXIOUS WEEDS,NO BARE SPOTS LARGER THAN ON
FOOT SQUARE, AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING
SERVICES AND EROSION CONTROL.
12.THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE
FOR ADEQUATE SEEDING COVERAGE AND GROWTH AT THE TIME OF
FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES, IF
FINAL STABILIZATION IS NOT ACHIEVED O THE SATISFACTION OF THE
AGENCY(S),THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL
BE RESPONSIBLE FOR ADDITIONAL CORRECTIVE MEASURES TO SATISFY
FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT.
GENERAL LANDSCAPE NOTES
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO.1 - FREE OF ANY DEFECTS
OR NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS
DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES
SHALL BE BALL AND BURLAP OR EQUIVALENT.
2.IRRIGATION: THE IRRIGATION SYSTEM IN THE SOD AREA SHALL BE REPAIRED AS NECESSARY
TO ENSURE COVERAGE. THE IRRIGATION SYSTEM SHALL BE MODIFIED AS NECESSARY TO
PROVIDE DRIP IRRIGATION TO ALL TREES IN THIS AREA.
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING
CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING
REVEGETATION AND LANDSCAPING.
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN
ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS SHALL
BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8)INCHES AND SOIL
AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE
AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISKING OR OTHER SUITABLE
METHOD, AT A RATE OF AT LEAST THREE(3) CUBIC YARDS OF SOIL AMENDMENT PER ONE
THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. A WRITTEN CERTIFICATION MUST BE
SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN
THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH REQUIREMENTS SET
FORTH IN SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO
SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK
ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE
EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER
OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF
THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY
BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION IRRIGATION SYSTEMS AND OTHER LANDSCAPE
ELEMENTS WITH THESE FINIAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT
IN THE SAME MANNER OTHER SITE DETAILS. THE APPLICANT, LANDOWNER, OR SUCCESSORS
IN INTEREST SHALL JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE
OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE
MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE
STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY
TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL
BE PROMPTLY REPLACE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREET LIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES
4 FEET BETWEEN SHRUBS AND PUBLIC WATER, SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES.
9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT(8) FEET AWAY FROM THE EDGES OF
DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(A).
PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS
SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN
24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE
EXCEPTION OF DECIDUOUS TREES PROVIDE THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE.
THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO
THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO
NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS
ON THIS PLAN.
MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS
REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY, OVERALL QUANTITY, QUALITY, AND DESIGN
CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE
QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE
PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE
CITY PRIOR TO INSTALLATION.
ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.
10.
11.
12.
13.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
WOODROSE CTWHE
A
T
G
R
A
S
S
C
T
W
P
R
O
S
P
E
C
T
R
D
S OVERLAND TRAILREMOVE AN
D
R
E
P
L
A
C
E
EXISTING GR
A
S
S
/
S
O
D
AS NECESSA
R
Y
PROPOSED 3
0
"
FCLWD WAT
E
R
L
I
N
E
9
8
7
6
4
5
3
2 1
S1
1" = 30'
N/A
LS02
0 30'60'
SCALE: 1" = 30'
15'LANDSCAPE, REVEGETATION, AND RECLAMATION PLANGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
11
1.THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
2.CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
3.LIMITS OF DISTURBANCE ARE ASSUMED TO BE
UP TO APPROXIMATELY 25-FEET TO EITHER SIDE
OF THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
4.THE CITY OF FORT COLLINS NATURAL AREA
SHALL BE RE-SEEDED WITH SEED MIX AS
DIRECTED IN GENERAL NOTES AND ON SHEET
DT02.
5.THE HOA DRY LAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD MEET THE FOLLOWING:
PLS SEEDING RATE
(#/ACRE DRILLED)
WESTERN WHEATGRASS, BARTON 5.50
BLUEBUNCH WHEATGRASS, SECAR 2.50
SLENDER WHEAT, PRIMAR (REVENUE) 2.00
BLUE GRAMA, LOVINGTON 2.00
SHEEP FESCUE, COVAR (BIGHORN) 2.00
SWITCHGRASS, BLACKWELL 1.50
6.THE HOA WETLAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD BE SIMILAR TO THE CITY OF FORT
COLLINS WETLAND MIX.
7.THE MITIGATION TREES WILL BE SELECTED BY
THE HOME OWNERS ASSOCIATION FROM THE
CITY OF FORT COLLINS APPROVED TREE LIST.
8.THE SELECTED TREES WILL BE OF THE
FOLLOWING SIZES AND BE TRANPLANTED VIA
THE METHODS BELOW.
·CANOPY SHADE TREE: 2.0-INCH CALIPER,
BALLED AND BURLAPPED.
·EVERGREEN TREE: 6.0-FT HEIGHT, BALLED
AND BURLAPPED.
·ORNAMENTAL TREE: 2.0-INCH CALIPER, BALLED
AND BURLAPPED.
9.TREES ARE SHOWN ON THE PLAN IN THE
GENERAL PLANTING LOCATIONS AND MAY BE
ADJUSTED IN THE FIELD TO BETTER FIT THE SITE
CONDITIONS AND AT THE HOA'S DIRECTION.
LEGEND
NOTES
HOA DRY LAND NATIVE SEED
(SEE NOTE 5 BELOW)
PROPOSED
SOD
REMOVE AND REPLACE DIRT ROAD
AND PATH
CITY OF FORT COLLINS
NATURAL AREA SEED
(SEE NOTE 4 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
HOA WETLAND NATIVE SEED
(SEE NOTE 6 BELOW)
12' WIDE BY 4" THICK RECYCLED
ASPHALT TRAIL
CITY OF FORT COLLINS TREE PROTECTION NOTES
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY
NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED
ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT
OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER
HAS EVALUATED AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A
BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE
WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A
MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T- POSTS, NO CLOSER
THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE,
WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF
EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION
ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL
PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND
DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE
WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE
FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET
APART AND TYING RIBBON OR ROPE FROM STAKE- TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY
BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM
DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM
THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT
BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9."NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR
WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS
ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL
PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH
RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER
ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY."
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LANDSCAPE DETAIL 1
ISSUED
FOR
CONSTRUCTION
S3
13 10
S2
1112
S4
14
DISTURBED AREA TO BE RESEEDED
AS PER INSTRUCTION IN GENERAL NOTES
AND DETAILS ON SHEET DT02
20 & 21 19
15-18
1" = 30'
N/A
LS03LANDSCAPE, REVEGETATION, AND RECLAMATION PLANGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
2.CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
3.LIMITS OF DISTURBANCE ARE ASSUMED TO BE
UP TO APPROXIMATELY 25-FEET TO EITHER SIDE
OF THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
4.THE CITY OF FORT COLLINS NATURAL AREA
SHALL BE RE-SEEDED WITH SEED MIX AS
DIRECTED IN GENERAL NOTES AND ON SHEET
DT02.
5.THE HOA DRY LAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD MEET THE FOLLOWING:
PLS SEEDING RATE
(#/ACRE DRILLED)
WESTERN WHEATGRASS, BARTON 5.50
BLUEBUNCH WHEATGRASS, SECAR 2.50
SLENDER WHEAT, PRIMAR (REVENUE) 2.00
BLUE GRAMA, LOVINGTON 2.00
SHEEP FESCUE, COVAR (BIGHORN) 2.00
SWITCHGRASS, BLACKWELL 1.50
6.THE HOA WETLAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD BE SIMILAR TO THE CITY OF FORT
COLLINS WETLAND MIX.
7.THE MITIGATION TREES WILL BE SELECTED BY
THE HOME OWNERS ASSOCIATION FROM THE
CITY OF FORT COLLINS APPROVED TREE LIST.
8.THE SELECTED TREES WILL BE OF THE
FOLLOWING SIZES AND BE TRANPLANTED VIA
THE METHODS BELOW.
·CANOPY SHADE TREE: 2.0-INCH CALIPER,
BALLED AND BURLAPPED.
·EVERGREEN TREE: 6.0-FT HEIGHT, BALLED
AND BURLAPPED.
·ORNAMENTAL TREE: 2.0-INCH CALIPER, BALLED
AND BURLAPPED.
9.TREES ARE SHOWN ON THE PLAN IN THE
GENERAL PLANTING LOCATIONS AND MAY BE
ADJUSTED IN THE FIELD TO BETTER FIT THE SITE
CONDITIONS AND AT THE HOA'S DIRECTION.
LEGEND
NOTES
HOA DRY LAND NATIVE SEED
(SEE NOTE 5 BELOW)
PROPOSED
SOD
REMOVE AND REPLACE DIRT ROAD
AND PATH
CITY OF FORT COLLINS
NATURAL AREA SEED
(SEE NOTE 4 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
HOA WETLAND NATIVE SEED
(SEE NOTE 6 BELOW)
12' WIDE BY 4" THICK RECYCLED
ASPHALT TRAIL
0 30'60'
SCALE: 1" = 30'
15'
12
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LANDSCAPE DETAIL 2
LANDSCAPE DETAIL 3
ISSUED
FOR
CONSTRUCTION
W
P
R
O
S
P
E
C
T
R
D
1" = 30'
N/A
LS04
0 30'60'
SCALE: 1" = 30'
15'LANDSCAPE, REVEGETATION, AND RECLAMATION PLANGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
13
1.THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
2.CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
3.LIMITS OF DISTURBANCE ARE ASSUMED TO BE
UP TO APPROXIMATELY 25-FEET TO EITHER SIDE
OF THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
4.THE CITY OF FORT COLLINS NATURAL AREA
SHALL BE RE-SEEDED WITH SEED MIX AS
DIRECTED IN GENERAL NOTES AND ON SHEET
DT02.
5.THE HOA DRY LAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD MEET THE FOLLOWING:
PLS SEEDING RATE
(#/ACRE DRILLED)
WESTERN WHEATGRASS, BARTON 5.50
BLUEBUNCH WHEATGRASS, SECAR 2.50
SLENDER WHEAT, PRIMAR (REVENUE) 2.00
BLUE GRAMA, LOVINGTON 2.00
SHEEP FESCUE, COVAR (BIGHORN) 2.00
SWITCHGRASS, BLACKWELL 1.50
6.THE HOA WETLAND NATIVE SEED MIX SHALL
MATCH THE EXISTING GRASSES IN THE FIELD
AND SHOULD BE SIMILAR TO THE CITY OF FORT
COLLINS WETLAND MIX.
7.THE MITIGATION TREES WILL BE SELECTED BY
THE HOME OWNERS ASSOCIATION FROM THE
CITY OF FORT COLLINS APPROVED TREE LIST.
8.THE SELECTED TREES WILL BE OF THE
FOLLOWING SIZES AND BE TRANPLANTED VIA
THE METHODS BELOW.
·CANOPY SHADE TREE: 2.0-INCH CALIPER,
BALLED AND BURLAPPED.
·EVERGREEN TREE: 6.0-FT HEIGHT, BALLED
AND BURLAPPED.
·ORNAMENTAL TREE: 2.0-INCH CALIPER, BALLED
AND BURLAPPED.
9.TREES ARE SHOWN ON THE PLAN IN THE
GENERAL PLANTING LOCATIONS AND MAY BE
ADJUSTED IN THE FIELD TO BETTER FIT THE SITE
CONDITIONS AND AT THE HOA'S DIRECTION.
LEGEND
NOTES
HOA DRY LAND NATIVE SEED
(SEE NOTE 5 BELOW)
PROPOSED
SOD
REMOVE AND REPLACE DIRT ROAD
AND PATH
CITY OF FORT COLLINS
NATURAL AREA SEED
(SEE NOTE 4 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
PROPOSED TREE
(SEE NOTE 7 BELOW)
HOA WETLAND NATIVE SEED
(SEE NOTE 6 BELOW)
12' WIDE BY 4" THICK RECYCLED
ASPHALT TRAIL
DECIDUOUS TREE PLANTING1
SCALE: N.T.S.
2 TIMES ROOTBALL DIA.
BURLAP FROM ROOT BALL.
REMOVE TWINE, ROPE AND WIRE, AND
ROOT BALL DOES NOT SHIFT.
FIRMLY WITH FOOT PRESSURE SO THAT
TAMP SOIL AROUND ROOTBALL BASE
PREVENT SETTLEMENT.
MOUND UNDER THE ROOT BALL TO
UNEXCAVATED OR COMPACTED
REFER TO PLANTING PLAN FOR LOCATIONS OF
BACKFILL MATERIAL AND FERTILIZER
DIFFERENT TYPES OF MULCH. IF WOOD MULCH IS
USED IT SHALL BE APPLIED TO A 4'' DEPTH MIN.6' MIN.36" TO 48"METAL T STAKE WITH PROTECTIVE CAP, RE: SPECS
INSTALL (2) STAKES PARALLEL TO FLOW OF TRAFFIC
BREATHABLE PAPER OR FABRIC TREE WRAP APPLIED
FROM TRUNK FLARE TO FIRST BRANCH. WRAP
PAPER FROM BOTTOM UP WITH SUFFICIENT
OVERLAP TO COVER BARK. USE MASKING TAPE TO
SECURE
WEBBING WITH 12" X 1/2" DIA. PVC PIPE FOR
DECIDUOUS TREES INSTALL WEBBING ABOVE
LOWEST BRANCH FOR CONIFEROUS TREES INSTALL
WEBBING 36" TO 48" ABOVE FINISH GRADE.
TREES PLANTED IN SOD SHALL BE PLACED
INSIDE A 4' DIA. WOOD MULCH CIRCLE. TREES
PLANTED IN SEEDED AREAS SHALL BE PLACED
INSIDE A 4' DIA. x 3" HEIGHT SOIL RING, INSTALL
WOOD MULCH WITHIN 4' DIA. RING, SEE SPECS
60° MAX.
45° MIN.
PLANT TREE 2"-3" HIGHER THAN
SURROUNDING SOIL AND TAPER
MOUND BACK INTO EXISTING GRADE
PLASTIC FLAGGING, OR OTHER VISUAL
MARKER PRE-APPROVED BY OWNER'S
REPRESENTATIVE ON EACH WIRE
NYLON WEBBING GUY WIRES.
ATTACH MIN. OF 4' ABOVE FINISH
GRADE
TREES NOT WITHIN IRRIGATED TURF
SHALL HAVE A SOIL SAUCER WITH TOP
SOIL (6" MIN.)
METAL DRIVE ANCHORS, INSTALLED PER
MANUFACTURERS DIRECTIONS
INSTALL SPECIFIED BACKFILL AND FERTILIZER
REMOVE TWINE, ROPE AND
WIRE, AND BURLAP FROM ROOT
BALL.
EVERGREEN TREE PLANTING2
SCALE: N.T.S.
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOT BALL DOES NOT SHIFT.
UNEXCAVATED OR
COMPACTED MOUND UNDER
ROOT BALL TO PREVENT
SETTLEMENT, TYP.
PLANT ROOT BALL
SLIGHTLY ABOVE GRADE
SPECIFIED BACKFILL MIX
AND FERTILIZER. WATER &
TAMP TO REMOVE AIR
POCKETS
SCARIFY SIDES &
ROOTBALL DIA.
BOTTOM
2 X
SHRUB PLANTING3SCALE: N.T.S.
IN SEEDED AREAS,
PROVIDE 36" DIA. SOIL
RING (3" HEIGHT) AND
MULCH WITH WOOD
MULCH PER SPECS
(3) WOOD STAKES
SPACED
EQUIDISTANTLY
AROUND EACH SHRUB
PLANTED IN SEEDED
AREAS. STAKE SHALL
BE 2' TALL ABOVE
GRADE, 18" MIN. BELOW
GRADE. STAKES SHALL
BE DRIVEN OUTSIDE
ROOT BALL OF SHRUB,
TYP., SEE SPECS
WOOD
STAKE
(BEYOND)
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
0 150'300'
SCALE: 1" = 150'
75'BANYAN DRIVEOVERLAND TRAILGOLD
E
N
C
U
R
R
A
N
T
B
L
V
D.GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021OVERALL SHEET INDEXOA01
N/A
1" = 150'
14
SEE SHEET WT01
SEE SHEET WT02
SEE SHEET WT03
SEE SHEET WT04SEE SHEET
WT05SEE SHEET WT06
SEE
S
H
E
E
T
WT07
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
WOODROSE CTW
P
R
O
S
P
E
C
T
R
D
BANYAN DRS OVERLAND TRAILBANYAN DR8" FCLWD WATER LINE
TO BE ABANDONED
EXISTING COFC
STORM SEWER
EXISTING COFC
STORM SEWER
EXISTING COFC
STORM SEWER
EXISTING COFC 24" WATER L
I
N
E
STA: 18+19.52
11.25° BEND
N. 1450297.56
E. 3101785.05
STA: 17+85.90
11.25° BEND
N. 1450291.42
E. 3101818.11
STA: 17+05.51
22.5° AND
45° BENDS
N. 1450293.72
E. 3101898.46
STA: 16+69.31
11.25° BEND
N. 1450328.86
E. 3101907.12
STA: 15+34.91
90° BEND
N. 1450452.15
E. 3101960.65
STA: 13+28.69
11.25° AND
22.5° BENDS
N. 1450375.25
E. 3102151.99
STA: 12+25.45
22.5° BEND
N. 1450393.61
E. 3102253.58
STA: 11+59.44
11.25° AND
22.5° BENDS
N. 1450432.05
E. 3102307.25
STA: 11+55.15
AIR/VACUUM VALVE
N. 1450432.00
E. 3102311.54
STA: 15+16.91
BLOWOFF
N. 1450445.44
E. 3101977.35
STA 10+00.00
BEGIN CONSTRUCTION
CUT IN 36"x20" TEE
INSTALL 30" BFV
@ STA 10+05
CLOSE UPON INSTALL
SO 36" MAIN CAN BE
PUT BACK IN SERVICE
N. 1450430.33
E. 3102466.66
STA: 9+50.00
BEGIN ALIGNMENT
N. 1450429.79
E. 3102516.67
S79°28'35"E
33.62'
N88°21'51"E
80.39'N13°50'50"E36.20'N23°27'59"E134.41'S68
°
0
6
'
1
9
"
E
206
.
2
2
'
N79°45'24"E
103.24'
N54°
2
3'
1
5"
E
66.0
1'
S89°22'59"E
159.43'
9+5010+0011+00
12+
0
0
13+00
14+
0
0
15+
0
0
16+0017+0018+00
30 IN WATERLINE PROFILE
5100
5105
5110
5115
5120
5125
5130
5135
5140
5145
5150
5100
5105
5110
5115
5120
5125
5130
5135
5140
5145
5150
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
30" PVC WATERLINE
2' CONCRETE PAN
JOINT RESTRAINT
STA 10+00 TO STA 12+40
JOINT RESTRAINT
STA 13+05 TO STA 13+50JOINT RESTRAINT
STA 14+65 TO STA 16+05
JOINT RESTRAINT
STA 16+60 TO STA 18+50 STA = 10+00.00TOP. = 5109.93'CONNECT TO FCLWDWATER LINE WITH36" X 30" TEEW/ 30" BFW (W)STA = 11+55.15TOP = 5117.61'11.25° VERTICAL BEND FITTINGCOMBINATION AIR/VACUUM VALVEIMMEDIATELY UPSTREAM OF FITTINGSTA = 11+28.76TOP = 5112.59'11.25° VERTICAL BEND FITTINGSTA = 11+59.56TOP = 5117.62'11.25° AND 22.5°HORIZONTAL BENDSSTA = 12+25.45TOP = 5117.80'22.5° HORIZONTAL BENDSTA = 13+28.69TOP = 5118.07'11.25° AND 22.5°HORIZONTAL BENDSSTA = 15+34.91TOP = 5118.62'90° HORIZONTAL BENDSTA = 16+69.31TOP = 5118.98'11.25° HORIZONTAL BENDSTA = 17+05.51TOP = 5119.07'22.5° AND 45°HORIZONTAL BENDSSTA = 12+96.02TOP = 5117.99'SAMPLE STATIONFLOWFILL
CAP
BETWEEN
WATERLINES STA = 17+00.00TOP =5125.5'±STORMDRAIN CROSSING18" RCP @ BOP 5124'REMOVE AND REPLACETO INSTALL WLSTA = 16+37.25TOP =5123.3'±5-2", 1-4" WHITE PVC ELEC35" BELOW GRADESTA = 16+25.78TOP =5123.2'±GAS LINEDEPTH AND SIZE UNKSTA = 15+50.00TOP =5122.7'±PLASTIC GAS LINE31" BELOW GRADESTA = 15+20.44TOP =5124.4'±COMCAST14" BELOW GRADESTA = 15+18.74TOP =5124.0'±2-2" ELEC CONDUIT20" BELOW GRADESTA = 15+18.74TOP =5123.1'±CONDUIT AND DIRECT BURY31" BELOW GRADESTA = 15+13.13TOP =5123.0'±1-4", 3-2" COMCAST/A/V36" BELOW GRADESTA = 17+42.58TOP =5123.7'±COMCAST AND FC ELECTRIC45" BELOW GRADESTA: 15+90.09INV=5114.24'±FC SANITARY SEWERFLOWFILL ENCASE
WATERLINE 10' EACH
SIDE OF SANITARY
CROSSING
MIN 12"
SEPARATIONSTA = 17+28.06TOP =5121.1'±12" DIP COFC WATERAPPROX 71" BELOW GRADE1" = 5'
WT01
0 30'60'
SCALE: 1" = 30'
15'WATERLINE PLAN & PROFILEGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2.PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3.FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
30" WATERLINE PROFILESEE SHEET WT02MATCHLINE STA: 17+501" = 30'
15
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
BANYAN DRPROPOSED 3 4" - PEX-A
WATER SERVICE
111 FT
8" FCLWD WATER LINE
TO BE ABANDONED
REPLACE METER PIT
CUT AND REPAIR
GRAVEL ROAD
OHE CROSSING
EXISTING 24" COFC WATERLINE
STA: 18+19.52
11.25° BEND
N. 1450297.56
E. 3101785.05
STA: 17+85.90
11.25° BEND
N. 1450291.42
E. 3101818.11
STA: 24+03.94
3 4" PEX-A SERVICE CONNECTION
VIA 30" x 3 4" SADDLE
N. 1450252.00
E. 3101202.41
S79°28'35"E
33.62'
N88°21'51"E
80.39'
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
30 INCH WATERLINE PROFILE
5115
5120
5125
5130
5135
5140
5145
5150
5155
5160
5165
5115
5120
5125
5130
5135
5140
5145
5150
5155
5160
5165
17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50
30" PV
C
W
A
T
E
R
L
I
N
E
5' MIN BURY DEPTH EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 16+64 TO STA 18+50STA = 18+25.13TOP = 5123.75'11.25° VERTICAL BEND FITTINGSTA = 21+57.33TOP = 5132.04'VERTICALLY DEFLECT PIPE 1°TOTAL ACROSS NEAREST (2) JOINTSSTA = 18+88.74TOP = 5124.52'VERTICALLY DEFLECT PIPE 1°TOTAL ACROSS NEAREST (2) JOINTSSTA = 18+04.33TOP = 5119.33'11.25° VERTICAL BEND FITTINGSTA = 23+82.53TOP = 5142.10'VERTICALLY DEFLECT PIPE 1.1°TOTAL ACROSS NEAREST (2) JOINTSBEGIN 1° TOTAL DEFLECTION ACROSS
NEXT (1) JOINT AFTER STA 21+50
BEGIN 1.1° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 23+50
BEGIN 1° TOTAL
DEFLECTION ACROSS
NEXT (1) JOINT
AFTER STA 18+75 STA = 17+85.90TOP = 5119.28'11.25° HORIZONTAL BENDSTA = 18+19.49TOP = 5122.54'11.25° HORIZONTAL BENDSTA = 24+03.94TOP = 5143.48'SERVICE CONNECTION1" = 5'
WT02
0 30'60'
SCALE: 1" = 30'
15'WATERLINE PLAN & PROFILEGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2.PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3.FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
30" WATERLINE PROFILE SEE SHEET WT03 MATCHLINE STA: 25+50MATCHLINE STA: 17+50SEE SHEET WT011" = 30'
16
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
SPRUCE DR
8" WATER LINE
TO BE ABANDONED IN PLAC
E
SEE SHEET AB-01
8" WATER LINE
TO BE ABANDONED IN PLAC
E
SEE SHEET AB-01
EXISTING 24" COFC
WATERLINE
EXISTING 24" COFC WATERLINE
N85°31'42"E
2152.29'
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
30'' WATERLINE PROFILE
5150
5155
5160
5165
5170
5175
5180
5185
5190
5195
5200
5150
5155
5160
5165
5170
5175
5180
5185
5190
5195
5200
25+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+5032+0032+5033+0033+50
30"
P
V
C
W
A
T
E
R
L
I
N
E
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE STA = 25+97.34TOP = 5155.91'VERTICALLY DEFLECT PIPE 1.2°TOTAL ACROSS NEAREST (2) JOINTSSTA = 29+18.86TOP = 5171.21'VERTICALLY DEFLECT PIPE 1.2°TOTAL ACROSS NEAREST (2) JOINTSSTA = 31+61.01TOP = 5178.59'VERTICALLY DEFLECT PIPE 3°TOTAL ACROSS NEAREST (3) JOINTSSTA = 32+64.91TOP = 5187.13'VERTICALLY DEFLECT PIPE 1.2°TOTAL ACROSS NEAREST (2) JOINTSSTA = 27+50.48TOP = 5162.69'VERTICALLY DEFLECT PIPE 0.4°TOTAL ACROSS NEAREST (1) JOINTBEGIN 3° TOTAL DEFLECTION
ACROSS NEXT (3) JOINTS
AFTER STA 31+25
BEGIN 1.2° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 29+00
BEGIN 0.4° TOTAL DEFLECTION ACROSS
NEXT (1) JOINT AFTER STA 27+25
BEGIN 1.2° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 25+75BEGIN 1.2° TOTAL
DEFLECTION
ACROSS NEXT (2)
JOINTS AFTER
STA 32+25
JOINT RESTRAINT
STA 37+05 TO STA 33+05 1" = 5'
WT03
0 30'60'
SCALE: 1" = 30'
15'WATERLINE PLAN & PROFILEGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2.PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3.FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
30" WATERLINE PROFILESEE SHEET WT04MATCHLINE STA:33+50MATCHLINE STA: 25+50SEE SHEET WT021" = 30'
17
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
33+00
34+00
35+00
36+00
37+00
38+00
39+00
4
0
+
0
041+0042+00SPRUCE DR
CONNECT REDUCER
TO 100 LF OF 6" PVC
8" WATER LINE
TO BE ABANDONED IN PLA
C
E
SEE SHEET AB-01
CONNECT TO EXISTING
6" PIPE WITH 6" SLEEVE
CUT AND CAP EXISTING
8" WL ABANDON IN PLACE
EXISTING 24" COFC
WATERLINE
FIELD VERIFY DEPTH OF EXISTING 24" COFC WATERLINE
DEFLECT OR LOWER 6" PVC WATERLINE IF NECESSARY
STA: 39+71.70
45° BEND
N. 1450129.94
E. 3099639.40
STA: 35+05.55
30"x8" TEE WITH
8" GATE VALVE (S)
FOLLOWED BY 8"
TO 6" REDUCER
30" BFV (E & W)
N. 1450166.11
E. 3100104.15
STA: 34+16.31
AIR/VACCUM VALVE
N. 1450173.41
E. 3100193.09
STA: 40+19.47
22.5° BEND
N. 1450160.74
E. 3099603.11
STA: 40+32.18
AIR/VACCUM VALVE
N. 1450172.01
E. 3099597.23
STA: 42+30.07
11.25° BEND
N. 1450367.67
E. 3099573.87
STA: 40+44.47
22.5° BEND
N. 1450182.92
E. 3099591.57S5°28'21"E185.63'S27°28'26"E
25.00'
S49°28'27"E
47.63'
STA: 35+80.91
BLOWOFF
N. 1450160.22
E. 3100029.03
33+00
34+00
35+00
36+00
37+00
38+00
39+00
4
0
+
0
041+0042+005185
5190
5195
5200
5205
5210
5215
5220
5185
5190
5195
5200
5205
5210
5215
5220
33+5034+0034+5035+0035+5036+0036+5037+0037+5038+0038+5039+0039+5040+0040+5041+0041+50
30" PVC WATERLINE
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 39+40 TO STA 40+62 STA = 37+52.20TOP. = 5200.68'VERTICALLY DEFLECT PIPE 1.6°TOTAL ACROSS NEAREST (3) JOINTSSTA = 40+32.87TOP = 5210.55'VERTICALLY DEFLECT PIPE 2.5°TOTAL ACROSS NEAREST (3) JOINTSSTA = 34+16.31TOP = 5202.50'VERTICALLY DEFLECT PIPE 7°TOTAL ACROSS NEAREST (7) JOINTS3" COMBINATION AIR/VACUUMVALVE @ HIGH POINTSTA = 35+80.68TOP = 5199.25'VERTICALLY DEFLECT PIPE 1.7°TOTAL ACROSS NEAREST (2) JOINTSBLOWOFF VALVE AT LOW POINTBEGIN 2.5° TOTAL
DEFLECTION ACROSS
NEXT (3) JOINTS
AFTER STA 40+00
BEGIN 1.6° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 37+25 BEGIN 1.7° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 35+50 BEGIN 7° TOTAL DEFLECTION ACROSS
NEXT (7) JOINTS AFTER STA 33+50STA = 39+71.70TOP. = 5208.39'45° HORIZONTAL BENDSTA = 40+32.18TOP. = 5210.52'AIR/VACCUM VALVESTA = 40+44.47TOP. = 5210.46'22.5° HORIZONTAL BENDSTA = 35+05.55TOP = 5200.73'30" X 8" TEE30" BFV (E & W)STA = 40+19.47TOP. = 5210.07'22.5° HORIZONTAL BENDJOINT RESTRAINT
STA 33+05 TO STA 37+05 1" = 5'
WT04
0 30'60'
SCALE: 1" = 30'
15'WATERLINE PLAN & PROFILEGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2.PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3.FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
30" WATERLINE PROFILE
SEE SHEET W
T
0
5
MATCHLINE S
T
A
:
4
1
+
5
0
MATCHLINE STA: 33+50SEE SHEET WT031" = 30'
18
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
5200
5205
5210
5215
5220
5225
5230
5235
5240
5245
5250
5200
5205
5210
5215
5220
5225
5230
5235
5240
5245
5250
41+5042+0042+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+5048+0048+5049+0049+50
30" P
V
C
W
A
T
E
R
L
I
N
E
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 41+70 TO STA 45+70
JOINT RESTRAINT
STA 47+40 TO STA 49+00
24" CITY WATERLINE
APPROX 4' BELOW GRADE (FIELD VERIFY)
MAINTAIN 12" SEPARATION FROM B.O.P.STA = 47+63.24TOP = 5232.33'VERTICALLY DEFLECT PIPE 2°TOTAL ACROSS NEAREST (2) JOINTSSTA = 43+65.92TOP = 5207.95'VERTICALLY DEFLECT PIPE 3.4°TOTAL ACROSS NEAREST (4) JOINTSSTA = 46+09.69TOP = 5220.45'VERTICALLY DEFLECT PIPE UNDEREXISTING CITY OF FORT COLLINS PIPEAPPROX 1.5° TOTAL ACROSS NEAREST(2) JOINTSBEGIN 2° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 47+25
BEGIN 1.5° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 45+75
BEGIN 3.4° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 43+25STA = 43+72.83TOP = 5208.30'APPROXIMATE PHASE 1 / PHASE 2BOUNDARYSTA = 42+30.07TOP = 5209.01'11.25° HORIZONTAL BENDSTA = 43+60.04TOP = 5207.99'90° HORIZONTAL BENDSTA = 47+54.12TOP = 5231.63'22.5° HORIZONTAL BENDSTA = 47+84.43TOP = 5234.69'22.5° HORIZONTAL BENDSTA = 48+37.11TOP = 5240.54'22.5° HORIZONTAL BENDSTA = 48+88.92TOP = 5246.30'11.25° HORIZONTAL BENDSTA = 43+62.57TOP = 5207.97'BLOWOFFSTA = 43+70.39TOP = 5208.18'30" BFVSTA = 44+25.62TOP = 5211.01'DIXON CANAL CROSSINGSTA = 43+10.09TOP = 5208.38'11.25° HORIZONTAL BEND42+0043+0044+00
45+00
46+00
47+00
4
8
+
0
049+00STA: 43+60.06
90° BEND
N. 1450494.49
E. 3099548.07
STA: 47+54.12
22.5° BEND
N. 1450462.15
E. 3099155.38
STA: 47+84.43
22.5° BEND
N. 1450471.27
E. 3099126.52
STA: 48+37.11
22.5° BEND
N. 1450504.76
E. 3099085.88
STA: 48+88.92
11.25° BEND
N. 1450549.94
E. 3099060.53
STA: 42+30.07
11.25° BEND
N. 1450367.67
E. 3099573.87
STA: 43+10.09
11.25° BEND
N. 1450444.70
E. 3099552.19S29°17
'39
"E51.80
'
S
5
0
°
3
0
'
2
0
"
E
5
2
.
7
1
'
S72°
2
8
'
1
5
"
E
30.2
8
'
N85°16'22"E
393.98'S4°43'38"E50.00'S15°43'38"E79.99'S5°28'21"E185.63'42+0043+0044+00
45+00
46+00
47+00
4
8
+
0
049+00STA: 43+70.40
30" BFV
N. 1450493.63
E. 3099537.76
1" = 5'
WT05WATERLINE PLAN & PROFILEGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2.PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3.FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
30" WATERLINE PROFILE
SEE SHEET WT06
MATCHLINE 49+50
MATCHLINE STA: 41+50
SEE SHEET WT04
0'
U.S. SURVEY FEET
SCALE: 1" = 30'
15'30'60'1" = 30'
19
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
30'' WATERLINE PROFILE
5250
5255
5260
5265
5270
5275
5280
5285
5290
5295
5300
5250
5255
5260
5265
5270
5275
5280
5285
5290
5295
5300
49+5050+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+5056+0056+5057+00
30
"
P
V
C
W
A
T
E
R
L
I
N
E
EXISTING GROUND
AT PIPE CENTERLINE
5' MIN BURY DEPTH
JOINT RESTRAINT
STA 50+25 TO STA 50+60
JOINT RESTRAINT
STA 51+30 TO STA 51+65
JOINT RESTRAINT
STA 52+50 TO STA 53+45
JOINT RESTRAINT
STA 55+60 TO STA 55+80 STA = 51+17.45TOP = 5271.69'VERTICALLY DEFLECT PIPE 6.3°TOTAL ACROSS NEAREST (7) JOINTSSTA = 53+10.12TOP = 5272.12'VERTICALLY DEFLECT PIPE 5°TOTAL ACROSS NEAREST (5) JOINTSSTA = 54+08.53TOP = 5280.95'VERTICALLY DEFLECT PIPE 3.7°TOTAL ACROSS NEAREST (4) JOINTSSTA = 54+99.42TOP = 5283.23'VERTICALLY DEFLECT PIPE 1.3°TOTAL ACROSS NEAREST (2) JOINTSSTA = 55+55.43TOP = 5285.86'VERTICALLY DEFLECT PIPE 5.9°TOTAL ACROSS NEAREST (6) JOINTS3" COMBINATION AIR/VACUUMVALVE @ STA 55+55.25STA = 56+82.11TOP = 5278.77'VERTICALLY DEFLECT PIPE 3.3°TOTAL ACROSS NEAREST (4) JOINTSBLOWOFF VALVE AT LOW POINTBEGIN 3.3° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 56+50
BEGIN 1.3° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 54+75
BEGIN 5° TOTAL
DEFLECTION ACROSS
NEXT (5) JOINTS
AFTER STA 52+50
BEGIN 3.7° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 53+50
BEGIN 6.3° TOTAL
DEFLECTION ACROSS
NEXT (7) JOINTS
AFTER STA 50+25 STA = 50+43.67TOP = 5263.50'22.5° HORIZONTAL BENDSTA = 51+47.69TOP = 5271.76'22.5° HORIZONTAL BENDSTA = 52+59.78TOP = 5272.01'11.25° HORIZONTAL BENDSTA = 52+82.76TOP = 5272.06'11.25° HORIZONTAL BENDSTA = 53+36.34TOP = 5274.47'11.25° HORIZONTAL BENDSTA = 56+49.58TOP = 5280.59'11.25° HORIZONTAL BENDSTA = 55+69.18TOP = 5285.09'11.25° HORIZONTAL BENDJOINT RESTRAINT
STA 56+40 TO STA 56+60
BEGIN 5.9° TOTAL
DEFLECTION ACROSS
NEXT (6) JOINTS
AFTER STA 55+00
49+00
50+00
51+00
52
+
0
0
53+00
54+00
55+00
56+00
57+00
STA: 55+55.25
AIR/VACCUM VALVE
N. 1451135.69
E. 3098774.38
STA: 56+82.92
BLOWOFF
N. 1451242.37
E. 3098705.24
STA: 48+88.92
11.25° BEND
N. 1450549.94
E. 3099060.53
STA: 50+43.67
22.5° BEND
N. 1450696.88
E. 3099011.95
STA: 51+47.69
22.5° BEND
N. 1450787.58
E. 3098961.06
STA: 52+59.78
11.25° BEND
N. 1450898.87
E. 3098947.64
STA: 52+82.76
11.25° BEND
N. 1450920.75
E. 3098940.59
STA: 55+69.18
11.25° BEND
N. 1451146.36
E. 3098765.43
STA: 56+49.58
11.25° BEND
N. 1451216.76
E. 3098726.59
STA: 53+36.34
11.25° BEND
N. 1450967.68
E. 3098914.71S39°46'29"E
102.46'
S28°53'08"E
80.41'
S39°52'34"E
232.83'
S28°52'34"E
53.59'
S17°52'34"E
22.99'
S6°
5
2
'
3
4
"
E
112
.
0
9
'
S29°17'39"E
104.01'
S18°1
7
'
3
9
"
E
154.76
'
S29°17'39"E
51.80'
49+00
50+00
51+00
52
+
0
0
53+00
54+00
55+00
56+00
57+00
1" = 5'
WT06
0 30'60'
SCALE: 1" = 30'
15'WATERLINE PLAN & PROFILEGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2.PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3.FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
30" WATERLINE PROFILESEE SHEET WT05MATCHLINE 57+00MATCHLINE STA: 49+50SEE SHEET WT071" = 30'
20
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
55+
0
0
56
+
0
0
57+
0
0
5
8
+
0
0
59+
0
0
60+0
0
61+0
0
62+0
0
6
2
+
6
2
N23°19'20"W
35.26'
STA: 55+55.25
AIR/VACCUM VALVE
N. 1451135.69
E. 3098774.38
STA: 61+89.05
AIR/VACCUM VALVE
N. 1451418.41
E. 3098305.69
STA: 56+82.92
BLOWOFF
N. 1451242.37
E. 3098705.24
STA: 55+69.18
11.25° BEND
N. 1451146.36
E. 3098765.43
STA: 56+49.58
11.25° BEND
N. 1451216.76
E. 3098726.59
STA: 57+52.09
22.5° BEND
N. 1451295.54
E. 3098661.02
STA: 59+10.50
45° BEND
N. 1451430.72
E. 3098583.97
STA: 62+08.59
22.5° BEND
N. 1451417.49
E. 3098286.17
STA: 62+27.02
45° BEND
N. 1451422.44
E. 3098268.41
STA: 62+62.28
CONNECT TO EXISTING
16" WATER LINE
VIA 30"x16" REDUCER
AFTER NEW LINE HAS BEEN
TESTED AND ACCEPTED
N. 1451454.82
E. 3098254.45
STA: 62+60.41
30"x16" REDUCER
N. 1451453.10
E. 3098255.19
STA: 62+01.05
30" BFV
N. 1451418.26
E. 3098293.69
STA: 58+25.64
22.5° BEND
N. 1451365.55
E. 3098638.43
STA: 62+35.49
SAMPLE STATION
N. 1451430.23
E. 3098265.06 S74°17'40"E
18.47'
N87°
2
8'
2
8"
E
298.
0
9'
S39
°
5
3
'
1
3
"
E
84.9
3
'
S
1
7
°
5
3
'
1
3
"
E
7
3
.
6
1
'
S39
°
4
6
'
2
9
"
E
102.
4
6
'
S2
8
°
5
3
'
0
8
"
E
80
.
4
1
'
55+
0
0
56
+
0
0
57+
0
0
5
8
+
0
0
59+
0
0
60+0
0
61+0
0
62+0
0
6
2
+
6
2
30'' WATERLINE PROFILE
5275
5280
5285
5290
5295
5300
5305
5310
5315
5320
5325
5330
5335
5340
5275
5280
5285
5290
5295
5300
5305
5310
5315
5320
5325
5330
5335
5340
57+0057+5058+0058+5059+0059+5060+0060+5061+0061+5062+0062+5062+75
30" PVC WATERLINE
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 60+01 TO STA 62+62
JOINT RESTRAINT
STA 57+35 TO STA 57+70STA = 58+00.88TOP = 5278.88'VERTICALLY DEFLECT PIPE 2.9°TOTAL ACROSS NEAREST (3) JOINTSSTA = 59+03.31TOP = 5284.02'VERTICALLY DEFLECT PIPE 4°TOTAL ACROSS NEAREST (4) JOINTSSTA = 60+20.01TOP = 5297.85'VERTICALLY DEFLECT PIPE 2.70°TOTAL ACROSS NEAREST (4) JOINTSSTA = 62+08.96TOP = 5329.08'11.25° VERTICALBEND FITTINGSTA = 61+89.05TOP = 5325.79'3" COMBINATION AIR/VACUUM VALVESTA = 62+62.28TOP = 5329.44'MAKE CONNECTIONAT EXISTING PIPINGBEGIN 2.9° TOTAL
DEFLECTION ACROSS
NEXT (3) JOINTS
AFTER STA 57+50
BEGIN 4° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 58+50
BEGIN 2.9° TOTAL
DEFLECTION ACROSS
NEXT (3) JOINTS
AFTER STA 59+75STA = 62+60.41TOP = 5329.42'30"X16" REDUCERSTA = 57+52.09TOP = 5278.84'22.5° HORIZONTAL BENDSTA = 58+25.64TOP = 5280.13'22.5° HORIZONTAL BENDSTA = 59+10.50TOP = 5284.87'45° HORIZONTAL BENDSTA = 62+08.59TOP = 5329.02'11.25° HORIZONTAL BENDVERTICALLY DEFLECT 1° IN EACH FITTING (2°)STA = 62+27.02TOP = 5329.20'45° HORIZONTAL BENDSTA = 62+01.05TOP = 5327.78'30" BFVSTA = 62+35.49TOP = 5329.26'SAMPLE STATIONJOINT RESTRAINT
STA 58+10 TO STA 58+40
JOINT RESTRAINT
STA 58+80 TO STA 59+40
1" = 5'
WT07
0 30'60'
SCALE: 1" = 30'
15'WATERLINE PLAN & PROFILEGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2.PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3.FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINEMATCHLINE STA: 57+00SEE SHEET WT0630" WATERLINE PROFILE
1" = 30'
21
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
CUT AND CAP EXISTING 16" WL
AFTER TIE IN OF NEW 30" WL
EXISTING 16" WL TO BE FLASH-FILLED
PRIOR TO BEING CAPPED FOR ABANDONMENT
GOLDEN CURRANT BLVD
S OVERLAND TRAILCUT 36" MIN. OF EXISTING 16" WL AT CROSS CONNECTION
IN OVERLAND TRAIL AND PLUG (CONCRETE)
EXISTING 16" WL TO BE FLASH-FILLED PRIOR TO PLUG
REMOVE 16" VALVE
RESTRAINED PLUG ON TEE/CROSS AT CONNECTION
SPRUCE DR
REMOVE TEE 24" MIN. OF EXISTING 8" WL AT CONNECTION AND PLUG
RE-CONNECT 6" SERVICE LINE WITH 6" SLEEVE
W PROSPECT RD
S OVERLAND TRAILCUT 24" MIN. OF EXISTING 8" WL AT CROSS CONNECTION
IN OVERLAND TRAIL AND CAP. REMOVE 8" VALVE
RESTRAINED PLUG ON TEE/CROSS AT CONNECTION
1" = 30''
AB01ABANDONMENT PLANGOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1.EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2.THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3.CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
4.CONTRACTOR SHALL COORDINATE ALL
NECESSARY APPROVALS, PERMISSIONS, AND
PERMITTING FOR WORK WITHIN ROADWAYS (E.G.
TRAFFIC CONTROL, ROAD CLOSURES, ETC.)
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
RIGHT-OF-WAY
5078
5080
EXISTING WATER LINES TO
BE ABANDONED
ABANDONMENTS
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTALS
0'
U.S. SURVEY FEET
SCALE: 1" = 30'
15'30'60'
EXISTING 8' FCLWD WATER LINE OFF SPRUCE DRIVE - WEST SIDE
EXISTING 16' FCLWD GOLDEN CURRANT WATER LINE - EAST SIDE
EXISTING 8' FCLWD WATER LINE OFF SPRUCE DRIVE - EAST SIDE
EXISTING 16' FCLWD GOLDEN CURRANT WATER LINE - WEST SIDE
N/A
22
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
1" = N/A
1" = N/ACD_CONSTRUCTION DETAILS####DT01GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
1" = N/A
1/18/20214:47:43 PMD:\CIVILWORX\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\CD_CONSTRUCTIONDETAILS.DWGCD_CONSTRUCTION DETAILS####DT01CONSTRUCTION DETAILS2" VENT PIPE
2" PIPE SCREEN4' MIN.
23
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION
1" = N/A
1/18/20214:47:46 PMD:\CIVILWORX\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\CD_CONSTRUCTIONDETAILS.DWGCD_CONSTRUCTION DETAILS####DT02CONSTRUCTION DETAILS1" = N/A
1" = N/ACD_CONSTRUCTION DETAILS####DT02GOLDEN CURRANT WATERLINE REPLACEMENTPREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL:
HORIZONTAL:
SCALEPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:FCLWD09/11/2020C18015
24
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
01/18/2021
24
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
ISSUED
FOR
CONSTRUCTION