HomeMy WebLinkAboutCASTLE RIDGE GROUP HOME - PDP210012 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSSURVEY STATEMENT:
RAPTOR CIVIL ENGINEERING RELIED ON THE LAND SURVEY PREPARED BY
PATTERSON PARTNERS. RCE TAKES NO RESPONSIBILITY FOR
ERRORS/OMISSIONS BY LAND SURVEYOR.
BASIS OF BEARING NOTE:
A.BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 2, CASTLE RIDGE
AT MIRAMONT P.U.D., AS BEARINGS S60°00'00''W ACCORDING TO
THE SHOWN FOUND MONUMENTS ON THIS DRAWING AS SHOWN
ON THE RECORD SUBDIVISION PLAT.
B.EASEMENTS WERE TAKEN FROM THE RECORDED SUBDIVISION
PLAT AND LEGAL DESCRIPTION WAS PROVIDED BY THE CLIENT AND
NEITHER WERE RESEARCHED.
C.DISTANCES SHOWN ARE IN U.S. SURVEY FEET.
D.UTILITIES SHOWN WERE LOCATED IN THE FIELD BASED ON FOUND
EVIDENCE AND UTILITY LOCATES.
BENCHMARK NOTES:
A.ELEVATIONS ARE BASED ON CITY OF FORT COLLINS BENCHMARK
#4-96 WITH AN ELEVATION OF 4,939.14' (NAVD 1988) DATUM.
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636 CASTLE RIDGE CT. DEVELOPMENTCIVIL CONSTRUCTION DRAWINGSCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCASTLE RIDGE AT MIRAMOUNT P.U.D., LOT 2UTILITY PLANS FOR 636 CASTLE RIDGE CT DEVELOPMENT
CIVIL CONSTRUCTION DRAWINGS
LOCATED IN A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
CASTLE RIDGE AT MIRAMOUNT P.U.D., LOT 2
ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525
FOR CONSTRUCTION
REVISION BLOCK
#DATE BY
CIVIL ENGINEERING
1 08/10/2021 HWJ
VICINITY MAP:
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2 GRADING & UTILITY PLANS COLLEGE AVE1000 -FT
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ENGINEER'S QUANTITY ESTIMATE
DESCRIPTION QUANTITY UNIT
4" DIP FIRE LATERAL 69 LF
4" WET TAP WITH THRUST BLOCK 1 EA
4" GATE VALVE WITH MECHANICAL
JOINT RESTRAINTS 1 EA
TOTAL FIRE FLOW REQUIRED FOR THIS SITE IS 1500 GPM MINIMUM AT 20 PSI
RESIDUAL PRESSURE
THIS FLOW MUST BE PROVIDED FROM A MINIMUM OF 1 FIRE HYDRANTS
INDIVIDUALLY, EACH FIRE HYDRANT MUST SUPPLY 1750 GPM MINIMUM AT 20
PSI RESIDUAL PRESSURE
CODE USED FOR ANALYSIS: 2018 IFC W/ 2019 AMENDMENTS
OCCUPANCY GROUP(S): R-4
CONSTRUCTION TYPE(S): V-B
FIRE FLOW CALCULATION AREA: 9,346 SF
*50% FIRE FLOW REDUCTION BY FIRE SPRINKLER SYSTEM
SITE PLAN NOTES:
1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND
SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS,
WALKS AND OTHER SURVEY INFORMATION.
3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY
THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS.
IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE
PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS
SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6.[IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP].
7.[IF APPLICABLE] ALL SINGLE FAMILY DETACHED HOMES SHALL MEET OR EXCEED THE GARAGE DOOR STANDARDS AS OUTLINED IN 3.5.2(E) OF THE LAND
USE CODE.
8.[IF APPLICABLE] A MINIMUM OF (NUMBER TBD) HOUSING MODELS FOR THE SINGLE FAMILY HOMES SHALL BE REQUIRED. THESE HOUSING MODELS
SHALL MEET OR EXCEED THE STANDARDS AS OUTLINED IN 3.5.2(C) OF THE LAND USE CODE.
9.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE
A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND
UNNECESSARY DIFFUSION.
10.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO
CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.
11.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING
SYSTEM.
12.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
13.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS
AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL
ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
14.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN
SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR
SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
15.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY
STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE
RESPONSIBILITY OF THE OWNER/DEVELOPER.
16.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL
LOT.
17.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS
WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE
LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK
YARDS), ODORCONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN
TURF GRASS.
18.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS,
DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
19.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY
CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE
WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION
THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE
REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
20.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO
THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW
WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION
THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON
A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A
MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
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636 CASTLE RIDGE COURT
EXISTING ONE STORY
RESIDENCE TO REMAIN
1.7'
15.0%
3.3%
1.0%
PROP. 4" GATE VALVE WITH
MECHANICAL JOINT RESTRAINTS
PROP.69 LF - 4" DIP FIRE MAIN
PROP. 4" WET TAP OF 8" WATER
MAIN WITH THRUST BLOCK
*CONTRACTOR TO FIELD VERIFY
EXISTING MAIN SIZE IN FIELD
EX. 33 LF - 6" WATER
LINE TO FIRE HYDRANT
TO REMAIN
EX. 8" PVC WATER MAIN
EX. COMMUNICATIONS LINE
EX. ELECTRIC LINE
EX. GAS LINE
EX. GAS MAIN
EX. 34" DOMESTIC WATER
LINE TO REMAIN
EX. COMMUNICATIONS LINE
EX. A/C UNITSZONE LOT LINE
FIRE DEPARTMENT
CONNECTION
EX. FIRE HYDRANT TO REMAINEX. FIRE HYDRANT GATE
VALVE TO REMAIN
30.0' - MAI
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ADA ACCESSIBLE PATH
CASTLE R
IDGE
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EX. 8" PVC SANITARY
SEWER MAIN
EX. SANITARY SEWER
MANHOLE
EX. DOMESTIC WATER
LINE TO REMAIN
EX. DOMESTIC WATER
LINE TO REMAIN
EX. DOMESTIC WATER
SERVICE TAP #10969
EX. DOMESTIC WATER
SERVICE TAP #10970
EX. SANITARY SEWER
SERVICE LINE
EX. SANITARY SEWER
SERVICE LINE TO REMAIN
EX. SHRUBS TO BE REMOVED
PROPOSED DRIVEWAY WIDENING
2
GRADING & UTILITY PLAN
21-32
WORK@RAPTOR-CIVIL.COM
WWW.RAPTOR-CIVIL.COM
720-774-7736
636 CASTLE RIDGE CT. DEVELOPMENTCIVIL CONSTRUCTION DRAWINGSCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCASTLE RIDGE AT MIRAMOUNT P.U.D., LOT 2UTILITY PLANS FOR 636 CASTLE RIDGE CT DEVELOPMENT
CIVIL CONSTRUCTION DRAWINGS
LOCATED IN A PORTION OF THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
CASTLE RIDGE AT MIRAMOUNT P.U.D., LOT 2
ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525
FOR CONSTRUCTION
REVISION BLOCK
#DATE BY
CIVIL ENGINEERING
1 08/10/2021 HWJ
0'5'10'20'
SCALE: 1"=10'
GRADING NOTES:
1)NO ON-SITE GRADING PROPOSED AS PART OF THIS DEVELOPMENT. RCE HAS DETERMINED THAT EXISTING ADA PATH MEETS CURRENT ADA ACCESSIBILITY
REQUIREMENTS.
2)IF CONTRACTOR REQUIRES GRADING CHANGES ON SITE, RCE SHALL BE INFORMED IMMEDIATELY AS ADDITIONAL PERMITS/PLANS MAY BE NECESSARY.
LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITARY SEWER NOTES:
1)ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE FORT COLLINS-LOVELAND WATER DISTRICT AND THE
SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS.
2)CONSTRUCTION OF WATER AND SEWER FACILITIES REQUIRE A PRECON MEETING WITH DISTRICT INSPECTION STAFF PRIOR TO CONSTRUCTION.
3)CONTRACTOR SHALL NOTIFY DISTRICT INSPECTORS PRIOR TO STARTING WORK.
4)CONTRACTOR SHALL CONTACT THE SANITATION DISTRICT INSPECTOR FOR SEWER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING SEWER
STUBS.
5)IF GROUNDWATER IS ENCOUNTERED WITHIN DEPTH OF SEWER CONSTRUCTION, MANHOLES MUST BE WATER-PROOFED.
6)CONTRACTOR SHALL CONTACT THE WATER DISTRICT FOR WATER INSPECTION 48 HOURS PRIOR TO CONNECTING TO EXISTING INFRASTRUCTURE.
7)ALL COMMERCIAL DOMESTIC SERVICES REQUIRE A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE.
8)ALL WATER LINES SHALL BE A MINIMUM OF (5) FIVE FEET AND A MAXIMUM OF (6) SIX FEET BELOW FINAL GRADE.
9)ALL DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT OPERATIONS STAFF.
10)PIPE PRESSURE AND VACUUM TESTING SHALL BE WITNESSED BY DISTRICT INSPECTORS. WATERLINE BACTERIA TESTS SHALL ALSO BE TAKEN BY DISTRICT
INSPECTORS.
11)ONCE THE SYSTEM IS OPERATIONAL AND ALL TESTS HAVE PASSED, CONTRACTOR SHALL REQUEST SUBSTANTIAL COMPLETION WITH A LETTER TO THE
DISTRICT.
12)AS-BUILTS SHALL BE SUBMITTED IN PDF AND DWG TO THE DISTRICT FOR FINAL APPROVAL.
13)ONCE ALL PUNCH LIST ITEMS ARE COMPLETE, EASEMENTS ARE RECORDED, AND AS-BUILT FILES ARE APPROVED, THE CONTRACTOR SHALL REQUEST FINAL
COMPLETION WITH A LETTER TO THE DISTRICT THAT INCLUDES THE DOLLAR VALUE OF THE WATER AND SEWER IMPROVEMENTS LISTED SEPARATELY.
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