HomeMy WebLinkAboutHEARTSIDE HILL RESIDENTIAL DEVELOPMENT - FDP230007 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSLOT 2
363,964 sq.ft.±
8.35 acres±
BLOCK 1
Heart of the Rockies
Second Subdivision
LOT 1
105,661 sq. ft.±
2.43 acres±
TRILBY ROAD
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LEMAY AVENUEREVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)HEARTSIDE HILLEXISTING CONDITIONS & DEMOLITION PLAN2/22/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C0.02
3 24
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
N
W E
S
0
SCALE: 1" = 40'
80402040
APPROX LIMITS OF SAWCUT LINE
DEMO UTILITIES / FENCE / ETC
DEMO STRUCTURE/UTILITY/
LIGHT/ ETC
DEMO ASPHALT / CONCRETE
TREE REMOVAL/RELOCATION
(RE: LA)
PROTECT EXISTING TREE
(RE: LA)
LEGEND
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION
OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN
THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION
AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK.
THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING
UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER
AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS
SHOWN.
2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS,
PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND
RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING,
TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED.
3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE.
4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE
SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK.
REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT
CONTRACTOR EXPENSE.
5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO
EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT.
6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING
INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION
SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND
IS ADEQUATELY VEGETATED.
7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF
REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED
IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS.
ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR
EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS
STANDARDS.
8.REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL,
RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR
COORDINATION PURPOSES ONLY.
9.REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION.
10.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
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) ABOVE. 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 EXISTING 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.
TREE DIAMETER AT BREAST HEIGHT
(INCHES)
AUGER DISTANCE FROM FACE OF TREE
(FEET)
0 - 2 1
3 - 4 2
5 - 9 5
10 - 14 10
15 - 19 12
OVER 19 15
What is this hatched
area? Please add a
legend symbol.
TRILBY ROAD
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LEMAY AVENUEBRITTANY STREETPOND D
LOT 1
HEART OF THE ROCKIES 2ND
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
BLDG 1
(TYPE B, RE: ARCH)
BLDG 3
(TYPE A, RE: ARCH)BLDG 4
(TYPE B, RE: ARCH)BLDG 5
(TYPE C, RE: ARCH)
BLDG 6
(TYPE A, RE: ARCH)
BLOCK 3
LOT 1
TRACT A
(DRAINAGE &
PRIVATE ACCESS
EASEMENT)
BLDG 2
(TYPE C, RE: ARCH)BUCHANANSTREETEDGEWARESTREETC
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WESTBOURN
CIRCLE REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)HEARTSIDE HILLPHASING PLAN2/22/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C0.03
4 24
PHASE 1
PHASE 2
PHASE 4
PHASE 3
LEGEND
NOTES:
1.PHASES MAY BE COMBINED SEQUENTIALLY AS NECESSARY
2.ALL GRADING & UTILITY INSTALLATION
(WATER/SEWER/STORM) WILL BE CONSTRUCTED IN PHASE 1
3.EXISTING CHURCH MODULAR REMOVAL WILL OCCUR WITH
PHASE 4
4.MODIFICATION OF NW RAIN GARDEN OUTFALL WILL
OCCUR WITH PHASE 4
5.PHASE 4 IS ANTICIPATED TO COINCIDE WITH FUTURE
COMMUNITY CENTER
Which phase will these improvements be constructed
with? They do not appear to be existing.
TRILBY ROAD
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LEMAY AVENUEBRITTANY STREETPOND D
LOT 1
HEART OF THE ROCKIES 2ND
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
BLDG 1
(TYPE B, RE: ARCH)
BLDG 3
(TYPE A, RE: ARCH)BLDG 4
(TYPE B, RE: ARCH)BLDG 5
(TYPE C, RE: ARCH)
BLDG 6
(TYPE A, RE: ARCH)
BLOCK 3
LOT 1
TRACT A
(DRAINAGE &
PRIVATE ACCESS
EASEMENT)
BLDG 2
(TYPE C, RE: ARCH)BUCHANANSTREETEDGEWARESTREETC
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WESTBOURN
CIRCLE REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)HEARTSIDE HILLHORIZONTAL CONTROL PLAN2/22/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C1.00
5 24
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
RESERVED
PARKING
VAN
ACCESSIBLE
CONCRETE SIDEWALK
CONCRETE PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT
P
FIRE LANE
LIGHT DUTY ASPHALT
PAVEMENT
4" MOUNTABLE CURB &
1' SPILL GUTTER
6" VERTICAL CURB &
2' CATCH GUTTER
6" VERTICAL CURB &
1' SPILL GUTTER
NOTES:
1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY
BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET
RIGHT-OF-WAY WORK.
3.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE
RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
4.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL
REPORT FOR THE SITE.
5.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET
STANDARDS.
6.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES
WITH LANDSCAPE ARCHITECT.
7.DURING SIDEWALK INSTALLATION ALONG BRITTANY DRIVE, PLEASE
HYDRO_EXCAVATE/POTHOLE SIDEWALK EDGE CLOSEST TO EXISTING TREES.
HYDRO_EXCAVATION SHALL BE USED TO DETERMINE WHAT, IF ANY, SIGNIFICANT
ROOTS MAY BE IN CONFLICT WITH THE NEW SIDEWALK. PLEASE CONTACT CITY
FORESTRY (FORESTRY@FCGOV.COM) PRIOR TO HYDRO_EXCAVATION AND AFTER
WORK IS COMPLETED TO REVIEW CRITICAL ROOT ZONE AREA. ANY ROOTS EQUAL
TO OR GREATER THAN 2 INCHES IN DIAMETER SHALL BE PRESERVED AND
PROTECTED TO THE EXTENT FEASIBLE. CUTTING OF ANY ROOTS 2 INCHES IN
DIAMETER AND GREATER, THEY MUST BE APPROVED BY CITY FORESTRY.
2' CURB TRANSITION
STOP
ONLY
STOP
COMPACT PARKING
SPACE
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SCALE: 1" = 40'
80402040
LEGEND
What does 11
represent? Please
add it to the legend.
Existing sidewalk?
Existing sidewalk?
What is this?
Is this crusher fines?
What is this hatched area
and why does it overlap
with an asphalt area?
What is the difference between concrete
sidewalk and concrete pavement? Is any
concrete pavement proposed?
What is this?
What are these?
What are these
dashed lines?
BLDG 1
BLDG 2 BLDG 3
BLDG 4
BLDG 5 BLDG 6
TRILBY ROAD LEMAY AVENUEBRITTANY STREETWESTBOURN
CIRCLE
BLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
TRACT A
(DRAINAGE &
PRIVATE ACCESS
EASEMENT)
POND D
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REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)HEARTSIDE HILLGRADING PLAN2/22/23
1" = 40'
N/A
ZMW
JTC
21-1045-00
C2.05
12 24
N
W E
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0
SCALE: 1" = 40'
80402040
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1.THE TOP OF FOUNDATION ELEVATIONS SHOWN
ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100 YEAR STORM. THE
LOWEST OPENING ELEVATIONS SHOWN ARE AT
LEAST ONE FOOT ABOVE THE 100 YEAR STORM
ELEVATION OF ADJACENT STREETS, CHANNELS,
DITCHES, SWALES, OR OTHER DRAINAGE
FACILITIES. MINIMUM FINISHED FLOOR
ELEVATIONS ABOVE 100-YEAR WATER SURFACE
IN STREETS, CHANNELS, DITCHES, SWALES, OR
OTHER DRAINAGE FACILITIES, AS ILLUSTRATED
BY A FINAL GRADING PLAN ARE TO BE SHOWN.
2.CONTRACTOR TO PROVIDE AND MAINTAIN ALL
NECESSARY EROSION CONTROL MEASURES
PRIOR TO AND THROUGHOUT CONSTRUCTION.
3.SPOT ELEVATIONS SHOWN ARE ON FLOWLINE
OR BACK OF WALK UNLESS OTHERWISE
LABELED.
4.WALKWAYS SLOPE 2.0% AWAY FROM
BUILDINGS AND/OR TOWARD PARKING/DRIVE
AREAS. WALK LABELS ARE SHOWN ON THE HIGH
SIDE OF THE WALK.
5.ALL SUBGRADE TO BE PLACED/COMPACTED
PER GEOTECHNICAL ENGINEER
RECOMMENDATIONS.
6.ANY RETAINING WALL EXCEEDING 30"
RETAINING HEIGHT ARE REQUIRED TO GET A
SEPARATE PERMIT FROM THE CITY OF FT.
COLLINS BUILDING DIVISION.
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
LIMITS OF 18" FOUNDATION
STEM WALL (RE: STRUCT)
Please label
this contour.
Please label this contour.
Please label this contour.
Please label this contour.
Please label these contours.
HEART OF THE ROCKIES 2ND
LOT 1
TRILBY ROAD
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LEMAY AVENUEBRITTANY STREETBLOCK 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 2
BLDG ENV 1 BLDG ENV 3
BLDG ENV 4 BLDG ENV 5 BLDG ENV 6
BLOCK 3
LOT 1
TRACT A
(DRAINAGE &
PRIVATE ACCESS
EASEMENT)
BLDG ENV 2
SD-01
SEE SHEET 16
SD-02
SEE SHEET 16
SD-03
SEE SHEET 16
SD-10
SEE SHEET 17
SD-11
SEE SHEET 17
ADDITIONAL ESMT
DEDICATED FOR
FUTURE UTILITY
RELOCATION REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)HEARTSIDE HILLOVERALL UTILITY PLAN2/22/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C3.00
13 24
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
N
W E
S
0
SCALE: 1" = 40'
80402040
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND
DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON
THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE,
THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN
THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE
FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH
MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE
UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR
TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN
THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE
REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH)
WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING
ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL
CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE
RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE
CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS
COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL
UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE
UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON
DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER
OF COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL
MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND
WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET
FORTH IN THE FCLWD/SFCSD STANDARDS.
3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS,
THE MOST RESTRICTIVE STANDARD SHALL APPLY.
4.ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE
(DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE
PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT
LATERALS SHALL BE FULLY RESTRAINED JOINTS PER FCLWD STANDARDS (MEGA-LUG OR
APPROVED EQUAL).
5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6.ALL WATER SERVICES ARE 1" AND ARE TO BE UPSIZED TO 1.5" AT 5 FT BEYOND THE
METER.
7.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A
MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
8.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING
CONNECTION ELEVATION (RE: MEP).
9.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT
SHALL BE TRAFFIC RATED CLEANOUTS.
10.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
11.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH
BUILDING CONTRACTOR.
12.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
13.STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED.
14.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT,
AND OWNER.
15.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
16.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
17.ELECTRIC SERVICE CONDUIT AND CONDUCTOR SHALL BE INSTALLED, OWNED, AND
MAINTAINED BY THE OWNER.
Why is there an electric vehicle
charging station here?
What are CV and TC?
Please add them to the
list of abbreviations.
What does D represent?
Please update this symbol to match
the legend on the first sheet.
Please relocate this
note so it doesn't cover
the sanitary service line.
Please differentiate existing
vs. proposed concrete.
REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)HEARTSIDE HILLSITE DETAILS2/22/23
NA
N/A
ZMW
JTC
21-1045-00
C4.03
21 24
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
Please use the 2021
version of Drawing 708.