HomeMy WebLinkAboutCASTLE RIDGE GROUP HOME - FDP220013 - DOCUMENT MARKUPS - ROUND 2 - PLANS*
CASTLE RIDGE GROUP HOME
Director Signature
PLANNING CERTIFICATE
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS,
COLORADO ON THIS ________ DAY OF ________, 20__.
VICINITY / CONTEXT MAP
OWNER (SIGNED)Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
WITNESS MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC ADDRESS
THIS DAY OF
MY COMMISSION EXPIRES:
AS .
(PRINT NAME)
20 .A.D., BY
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND
DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
OWNER'S CERTIFICATE
SCALE: 1":500'
SITE
HARMONY RD
LEMAY AVECOLLEGE AVE (287)MMN
MEDIUM DENSITY
MIXED USE
NEIGHBORHOOD
DISTRICT
Lot 2, Castle Ridge at Miramount P.U.D., City of Ft. Collins, County of Larimer, State of Colorado.
Containing 22,225 square feet or 0.510 acres, more or less.
SHEET INDEX
Sheet Number Sheet Title
C COVER
1 UTILITY PLANS COVER SHEET
2 GRADING AND UTILITY PLAN
A-1
A-3
NORTH ELEVATION
RL
LOW DENSITY
RESIDENTIAL
DISTRICT
UE
URBAN ESTATE
HC
HARMONY
CORRIDOR
A-4
SOUTH ELEVATION
A-5
EAST ELEVATION
WEST ELEVATION
DWELLING UNIT QUANTITY TOTAL BEDROOMS
GROUP HOME 1 16
PROJECT PARKING
PROVIDED *REQUIRED
PARKING STALLS 3 3
HANDICAP 1 1
TOTAL 3 3
BICYCLE PARKING
PROVIDED REQUIRED
BICYCLE SPACES 4 0
FLOOR AREA RATIO
BUILDING AREA (SF)7,333
LOT AREA (SF)22,225
FLOOR AREA RATIO 0.33
DENSITY GROSS AND NET
GROSS AREA 22,225 SF (.51 AC)
TOTAL DWELLING UNITS 1
GROSS DENSITY 2 DU/AC
EXISTING ZONING - LOW DENSITY RESIDENTIAL (RL)
AREA COVERAGE GROSS AND NET
AREA (SF)%
BUILDING COVERAGE 7,333 32.99
DRIVES AND PARKING
(EXCLUDES PUBLIC ROW)1,830 8.23
OPEN SPACE AND LANDSCAPE
(EXCLUDES PUBLIC ROW)13,062 58.77
TOTAL GROSS COVERAGE 22,225.00 SF
(0.51 AC)100.00
BUILDING HEIGHT
MAXIMUM HEIGHT STORIES
BUILDING 01 23'-2"1
LAND USE CHARTS
NOTE: BUILDING COVERAGE INCLUDES PORCHES
NOTES:
*ASSUMES 3 EMPLOYEES ON A NORMAL MAJOR SHIFT
(f) Group Homes: For each group home there shall be two (2)
parking spaces for every three (3) employees, and in addition, one
(1) parking space for each four (4) adult residents, unless residents
are prohibited from owning or operating personal automobiles.
RESIDENTS AT THIS FACILITY ARE PROHIBITED FROM
OWNING OR OPERATING PERSONAL AUTOMOBILES.
BICYCLE SPACES WILL BE LOCATED WITHIN THE SECURED
COURTYARD
SITE PLAN NOTES
1.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.
2.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE
STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
3.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.
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.A REASONABLE ACCOMMODATION REQUEST HAS BEEN APPROVED FOR LUC SECTION 3.8.6(A) AND SECTION 4.4(D)
ALLOWING 16 RESIDENTS AND THE EXISTING FLOOR AREA SIZE AND LOT SIZE TO REMAIN.
7.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.
8.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.
9.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN
APPROVED FIRE EXTINGUISHING SYSTEM.
10.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
11.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL
STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE 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.
12.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 A PROPERTY OWNERS’
ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT
STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET
SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.
14.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.
15.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.
16.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 Revised
November 12, 2015 3 LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO
PROVIDE ADEQUATE VISIBILITY.
17.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.
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF 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: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE
IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY
THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF
AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES,
INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR
WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM
SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL.
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, INCLUDING PARKWAYS AND MEDIANS, 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, DISCING
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. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,
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 THE 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, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS
WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING,
BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE
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 REPLACED
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 STREETLIGHTS
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 AND 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).
10.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 PROVIDED THAT
THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR
EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.
11.THE DEVELOPER SHALL ENSURE THAT THE FINAL LANDSCAPE PLAN IS 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.
12.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.
13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.
14.IRRIGATED TURF SHALL BE TEXAS BLUEGRASS/KENTUCKY BLUEGRASS HYBRID VORTEXT BY KORBY SOD LLC OR
APPROVED EQUAL.
15.EDGING BETWEEN GRASS AND SHRUB BEDS SHALL BE 18" X 4" ROLLED TOP STEEL SET LEVEL WITH TOP OF SOD OR
APPROVED EQUAL.
GENERAL LANDSCAPE NOTES
L1
L2
SITE AND PLANTING PLAN
PLANTING DETAILS
L3 TREE MITIGATION
A-2
ARCHITECTURAL SITE DETAILS
These squares will measure 1/4" when printed to scaleRevisions:Stephanie.CraftX@gmail.com2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPreliminary
Not For
Constructio
n
COVER SHEETCASTLE RIDGE GROUP HOME636 CASTLE RIDGE COURT, FORT COLLINS, COPDP / FDP21 September, 2022PROJECT DEVELOPMENT PLAN / FINAL DEVELOPMENT PLAN
C OF 15A-6 EXTERIOR PERSPECTIVES
A-7 EXTERIOR PERSPECTIVES
A-0.1 ARCHITECTURAL SITE PLAN
3 UTILITY GENERAL NOTES
21-32
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636 CASTLE RIDGE CT. DEVELOPMENTCIVIL CONSTRUCTION DRAWINGSCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCASTLE RIDGE AT MIRAMONT 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 MIRAMONT P.U.D., LOT 2
ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525
NOT FOR CONSTRUCTION
REVISION BLOCK
#DATE BY
CIVIL ENGINEERING
1 08/10/2021 HWJ
2 01/19/2022 HWJ
3 02/09/2022 HWJ
4 07/05/2022 HWJ
SHEET OF 03
SURVEY 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.
1
COVER SHEET
VICINITY MAP:
SHEET INDEX
1 COVER SHEET
2 GRADING & UTILITY PLANS COLLEGE AVE1000 -FT
F
O
S
S
I
L
C
R
E
E
K
P
KW
Y
SITE
FOSSIL CREEK PKWYE BOARDWA
LK
DR
CA
S
T
L
E
RI
D
G
E
C
T
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: 2021 IBC
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
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:_____________________________________________ __________________________________
CITY ENGINEER, _______________ APPROVED SHEETS DATE
APPROVED:_____________________________________________ __________________________________
WATER & WASTEWATER UTILITY, _______________ APPROVED SHEETS DATE
APPROVED:_____________________________________________ __________________________________
STORMWATER UTILITY, _______________ APPROVED SHEETS DATE
APPROVED:_____________________________________________ __________________________________
PARK PLANNING AND DEVELOPMENT, _______________ APPROVED SHEETS DATE
APPROVED:_____________________________________________ __________________________________
TRAFFIC OPERATIONS, _______________ APPROVED SHEETS DATE
APPROVED:_____________________________________________ __________________________________
ENVIRONMENTAL PLANNER, _______________ APPROVED SHEETS DATE
1
ELEVATIONELEVATIONVERTICAL SCALE: 1"=2'
HORIZONTAL SCALE: 1"=10'
STATION
FIRE LINE PROFILE
4928.00
4929.00
4930.00
4931.00
4932.00
4933.00
4934.00
4935.00
4936.00
4937.00
4938.00
4939.00
4940.00
4941.00
4942.00
4928.00
4929.00
4930.00
4931.00
4932.00
4933.00
4934.00
4935.00
4936.00
4937.00
4938.00
4939.00
4940.00
4941.00
4942.00
-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+79
EXISTING GRADE
6' BURIAL DEPTH4" GATE VALVE WITH
MECHANICAL RESTRAINTS
69 LF - 4" DIP FIRE MAIN
INSIDE NON-SINGLE FAMILY
RESIDENTIAL CONNECTION
VERTICAL 90° BEND
STA:0+71
ELEV:4933.21
4" WET TAP OF 8" WATER
MAIN WITH THRUST BLOCK
STA:0+10
ELEV:4930.28
DEPTH SHOWN AS
APPROXIMATE ELEVATION
CONTRACTOR TO FIELD VERIFY
PRIOR TO CONSTRUCTION
EX. BUILDING
EX. 8" PVC
WATER MAIN
EX. 8" PVC SANITARY
SEWER MAIN
STA:0+20
ELEV:4933.1818"PRIMARY VALVE
9.62
'
9.6'
9.65
'
9.57
'
9.78
'
9.71
'
9.73
'
9.94
'
9.9'9.91
'
8.6'
7.68
'
8.73
'
9.52
'
9.61
'
6.45
'
9.72
'
9.92
'
FF
=
9
.
9
9
'
E
E
E
ETTTTTTTTTTTTT
TTT
T
T
T
TGGGGGGGGGGGGG
GGGG G G G
7.71
'
636 CASTLE RIDGE COURT
EXISTING ONE STORY
RESIDENCE TO REMAIN
EX. SHRUBS TO BE REMOVED
PROPOSED DRIVEWAY WIDENING
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. A/C UNITS
ZONE LOT LINE
FIRE DEPARTMENT
CONNECTION
EX. FIRE HYDRANT TO REMAIN
EX. FIRE HYDRANT GATE
VALVE TO REMAIN
30.0' - MAI
N
T
O
PROPERTY
LI
N
E
ADA ACCESSIBLE PATH
CASTLE R
IDGE
COURTPRIVATE
STREETTRACT B
OF
CASTLE
R
IDGE
AT
M
IRAMONTP.U
.D
.
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
ZONE LOT LINE
ZONE LOT LINE
0+00
0+25
0+50
0+69
21-32
WORK@RAPTOR-CIVIL.COM
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720-774-7736
636 CASTLE RIDGE CT. DEVELOPMENTCIVIL CONSTRUCTION DRAWINGSCITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADOCASTLE RIDGE AT MIRAMONT 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 MIRAMONT P.U.D., LOT 2
ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525
NOT FOR CONSTRUCTION
REVISION BLOCK
#DATE BY
CIVIL ENGINEERING
1 08/10/2021 HWJ
2 01/19/2022 HWJ
3 02/09/2022 HWJ
4 07/05/2022 HWJ
SHEET OF 03
2
GRADING & UTILITY PLAN
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.
FORT COLLINS-LOVELAND WATER DISTRICT & SOUTH FORT COLLINS SANITATION DISTRICT 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.
NORTH
2
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 MIRAMONT 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 MIRAMONT P.U.D., LOT 2
ADDRESS: 636 CASTLE RIDGE COURT, FORT COLLINS, CO, 80525
NOT FOR CONSTRUCTION
REVISION BLOCK
#DATE BY
CIVIL ENGINEERING
1 08/10/2021 HWJ
2 01/19/2022 HWJ
3 02/09/2022 HWJ
4 07/05/2022 HWJ
SHEET OF 03
3
GENERAL NOTES
3
GENERAL NOTES: CITY OF FORT COLLINS AND LARIMER COUNTY:
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 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 (NAME OF THE STUDY AND DATE) BY (ENGINEERING FIRM)
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 RIGHTOF- 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. (LOCAL ENTITY, COUNTY OR STATE), 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:
BENCHMARKS—LOCAL ENTITY SURVEY.
B.M.NUMBER #4-96, ELEV.= 4,939.14' (NAVD 1988).
41.ALL STATIONING IS BASED ON CENTERLINE/FLOWLINE (INSERT PROPER WORD) OF ROADWAYS 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).
48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT).
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.
WATERLINE NOTE:
1.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.
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12" ASH TREE9" LINDEN2" ORNAMENTAL TREE6" LILAC TREE5" PINONUTILITY EASEMENT8' - 0"45° 38' 57"124.62'S E60° 00' 00"184.72'SW45° 43' 48"82.93'N
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50° 28' 41"42.90'NW60° 00' 00"188.65'NEUTILITY EASEMENT13' - 0"REAR SETBACK15' - 0"S ID E S E T B A C K5' - 0 "S ID E S E T B A C K5' - 0 "FRONT SETBACK20' - 0"EXISTING WINDOW WELLCONCRETE WALKCONCRETE DRIVE13' - 9"EXISTING AC UNITSPARKING SPACES FOR EMPLOYEES AND ACCESSIBLE PARKING SPACE16' - 1 9/16"19' - 0"8 ' - 2 7 /1 6 "8 ' - 0 "8 ' - 6 "8 ' - 0 "EXISTING ONE STORY RESIDENCE TO REMAIN13 ' - 4 1 5/16 "FENCING AND GATE TO SECURE COURYARD. GATE TO SWING OUTWARDS IN THE PATH OF EGRESS TRAVEL. GATE TO HAVE PANIC HARDWARE ON THE INTERIOR SIDE AND AN AUTOMATIC CLOSER.KNOX BOX FOR COURTYARD GATEKNOX BOXROOF OVERHANG6' X 6' TRELLIS SCREEN 6" INBOARD FROM FENCE IN FRONT OF EACH WINDOW15' - 0"EXISTING FENCE TO BE REPLACED WITH NEW 72" TALL WROUGHT IRON FENCE. SEE SHEET A2 FOR DETAILSEXISTING FENCE TO BE REPLACED WITH NEW 72" TALL WROUGHT IRON FENCE. SEE SHEET A2 FOR DETAILS3 ' - 6 3 /8 "***NOTE***AN INDUSTRIAL KITCHEN VENT FAN SHALL NOT BE PERMITTED ON THE OUTSIDE OF THE BUILDING***NOTE*** IF TRELLIS SCREENS ON THE NORTH SIDE OF THE BUILDING ARE NOT APPROVED BY THE HOME OWNERS ASSOCIATION, THEN THE APPLICANT WILL WORK WITH THE CITY ON A SUITABLE WINDOW ACCESSORYADDED CONDITIONED SPACE 210 SFEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXTERIOR LIGHT FIXTURE TO BE REPLACEDEXISTING CONCRETEFENCEXEASEMENTPROPERTY LINESETBACKGAS LINEGWATER LINEWELECTRIC LINEETELEPHONE LINETGAS METERGMELECTRIC METEREMEXTERIOR WALL MOUNTED LIGHT FIXTURENOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:20:42 PM8/29/2022 12:20:42 PMA-0.1SITE PLANA-0.1636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011250'SCALE : 1" = 10'-0"10'5'10'20'North1" = 10'-0"1SITE PLAN - NEWSITE PLAN LEGEND
NOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:20:45 PM8/29/2022 12:20:45 PMA-1ARCHITECTURAL SITE DETAILSA-1636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME201125COURTYARD GATE DETAILSU BIKE RACK DETAILSEXTERIOR LIGHT FIXTURE DETAILSTRELLIS DETAILSNEW EXTERIOR FENCE DETAILS
MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"10"3' - 5 3/4"2 1/4"9' - 1 1/8"2' - 0"10"3' - 5 3/4"2 1/4"9' - 1 1/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"NEW STUCCO TRIM TO MATCH EXISTING -COLOR TO MATCH EXISTING10"3' - 5 3/4"2 1/4"11' - 1 1/8"10"3' - 5 3/4"2 1/4"9' - 1 1/8"EXISTING ROOF TO REMAINNEW WINDOW STUCCO TRIM TO MATCH EXISTINGNEW STUCCO TRIM TO MATCH EXISTING -COLOR TO MATCH EXISTINGCBN14' - 0"4' - 0"17' - 3"7' - 6"2' - 0"5' - 0"3' - 2 1/4"ALL EXISTING EXTERIOR LIGHT FIXTURES TO BE REPLACEDSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:20:53 PM8/29/2022 12:20:53 PMA-2NORTH ELEVATIONA-2636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1NORTH ELEVATION -EXISTING1/4" = 1'-0"2NORTH ELEVATION - NEWMATERIAL SWATCH LEGEND
MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. FOOTING4929' -0 3/4"MAIN T.O. UPPER PLATE4951' -1"2' - 0"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. FOOTING4929' -0 3/4"MAIN T.O. UPPER PLATE4951' -1"2' - 0"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"(EXISTING)(EXISTING)EXISTING ROOF TO REMAINEXISTING AC UNITSNEW WINDOW STUCCO TRIM TO MATCH EXISTINGHHHSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:00 PM8/29/2022 12:21:00 PMA-3SOUTH ELEVATIONA-3636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1SOUTH ELEVATION - EXISTING1/4" = 1'-0"2SOUTH ELEVATION - NEWMATERIAL SWATCH LEGEND
MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"T.O. GARAGE FNDN.4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"9' - 1 1/8"2 1/4"9' - 6 7/8"4"10"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"EXISTING ROOF TO REMAINNEW WINDOW STUCCO TRIM TO MATCH EXISTINGT.O. GARAGE FNDN.4939' -11 7/8"BC3080BBBNEW COLUMN TO MATCH EXISTINGALL EXTERIOR LIGHT FIXTURES TO BE REPLACEDSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:06 PM8/29/2022 12:21:06 PMA-4EAST ELEVATIONA-4636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1EAST ELEVATION - EXISTING1/4" = 1'-0"2EAST ELEVATION - NEWMATERIAL SWATCH LEGEND
MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"9' - 1 1/8"2 1/4"3' - 5 3/4"10"5' - 3 1/8"4"10"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"T.O. GARAGE FNDN.4939' -11 7/8"T.O. GARAGE FNDN.4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"MAIN T.O. SUBFLOOR4939' -11 7/8"LOWER T.O. SLAB4930' -2 3/4"MAIN T.O. PLATE4949' -1"MAIN T.O. PLATE4949' -1"T.O. FOUNDATION4939' -9 5/8"T.O. FOUNDATION4939' -9 5/8"B.O. FOUNDATION4929' -10 3/4"B.O. FOOTING4929' -0 3/4"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FNDN.4936' -3 7/8"B.O. GARAGE FOOTING4935' -5 7/8"B.O. GARAGE FOOTING4935' -5 7/8"MAIN T.O. UPPER PLATE4951' -1"2' - 0"9' - 1 1/8"2 1/4"3' - 5 3/4"10"9' - 1 1/8"2 1/4"3' - 5 3/4"10"5' - 3 1/8"4"10"(EXISTING)(EXISTING)(EXISTING)EXISTING ROOF TO REMAIN(EXISTING)(EXISTING)NEW WINDOW STUCCO TRIM TO MATCH EXISTINGNEW WINDOW SHUTTERS TO MATCH EXISTINGT.O. GARAGE FNDN.4939' -11 7/8"T.O. GARAGE FNDN.4939' -11 7/8"DDALL EXISTING EXTERIOR LIGHT FIXTURES TO BE REPLACEDSTUCCO3 COAT STUCCOCOLOR: TANRGB: 229, 206, 174CMU WALLPAINTED CMUCOLOR: LIGHT BROWN RGB: 191, 176, 155ROOF FASCIAPAINTED HARDIE TRIM BOARD 4/4 COLOR: GRAYRGB: 238, 238, 234WINDOW FRAMESVINYL CLADCOLOR: WHITERGB: 250, 250, 250ROOF SHINGLESASPHALT ARCHITECTURAL ROOF SHINGLESCOLOR: GREYRGB: 147, 151, 145ROOF SOFFITPAINTED HARDIE FIBER CEMENT SOFFITCOLOR: GRAYRGB: 238, 238, 234DOOR AND WINDOW TRIM1X6 STUCCO WRAPPEDCOLOR: LIGHT BROWN RGB: 191, 176, 155DOOR FRAMESWOOD CLADCOLOR: WHITERGB: 250, 250, 250GUTTER AND DOWNSPOUTPAINTED ALUMINUMCOLOR: GRAYRGB: 238, 238, 234GARAGE DOORPAINTCOLOR: BROWN RGB: 147, 128, 105***NOTE***ALL MATERIAL COLORS ARE TO MATCH EXISTING COLORS TO THE BEST OF THE CONTRACTOR'S ABILITYNOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:13 PM8/29/2022 12:21:13 PMA-5WEST ELEVATIONA-5636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251/4" = 1'-0"1WEST ELEVATION - EXISTING1/4" = 1'-0"2WEST ELEVATION - NEWMATERIAL SWATCH LEGEND
NOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:19 PM8/29/2022 12:21:19 PMA-6EXTERIOR PERSPECTIVESA-6636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251EXTERIOR PERSPECTIVE - SOUTHWEST2EXTERIOR PERSPECTIVE - SOUTHEAST
NOT FOR CONSTRUCTION111122223333444455556666777788889999101010101111111112121212131313131414141415151515A A A A B B B B C C C C D D D D E E E E F F F F G G G G H H H H I I I I J J J J 825 CRISMAN DRIVE #100 LONGMONT, CO 80501| PH 303.775.7406| F 303.658.9846| EMAIL MAIL@F9PRODUCTIONS.COMFFFF9999 PPPPRRRROOOODDDDUUUUCCCCTTTTIIIIOOOONNNNSSSS IIIINNNNCCCC....ARCHITECTURE | CONSTRUCTION | DEVELOPMENTTIME STAMPISSUE NUMBERK K K K 161616161717171718181818L L L L M M M M N N N N 8/29/2022 12:21:25 PM8/29/2022 12:21:25 PMA-7EXTERIOR PERSPECTIVESA-7636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME2011251EXTERIOR PERSPECTIVE - NORTHEAST2EXTERIOR PERSPECTIVE - NORTHWEST
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ine 6'-6"8'-0"8'-6"8'-0" HC13'-10"CONCRETECONCRETE EDGER,LOCATION APPROXIMATESHORT TERM PARKINGSPACES, DO NOTCOUNT TOWARDSREQUIRED PARKINGEXISTINGSHRUBS ANDGRO-LOWJUNIPERSEXISTING MUGO PINESAND PERENNIALSEXISTING ROSESEXISTING CARPETJUNPEREXISTING SHRUBS, TYP.PRUNE JUNIPERS ANDARBORVITAE AS NEEDEDFOR DRIVEWAY1 - AGALL LANDSCAPE TOREMAIN AS-ISTRASH AND RECYCLINGBINS LOCATED WITHIN THEGARAGE ENCLOSURE(2) BICYCLE RACKMIN. 4 BICYCLESEXISTING ONE STORYRESIDENCE TO REMAIN6' X 6' TRELLIS SCREEN 6"INBOARD FROM FENCE INFRONT OF EACH WINDOW. SEENOTE #2 ON THIS SHEET3 - MC6 - AS10 - JSS5 - BA6 - BH5 - RG33'-6"GATE TO SWING OUTWARDS IN THE PATH OFEGRESS TRAVEL. GATE TO HAVE PANICHARDWARE ON THE INTERIOR SIDE AND ANAUTOMATIC CLOSER. FENCING AND GATE TOSECURE COURTYARDPARKING SPACES FOR EMPLOYEES16'-2"5'-0" SIDESETBACK15'-0" REAR SETBACK5'-0" SIDE SETBACKEXISTING AC UNITSEXISTING WINDOW WELLROOF OVERHANGEXISTING FENCE TO BE REPLACEDWITH NEW 72" FENCE. SEE SHEETA2 AND NOTE #2 ON THIS SHEETFOR DETAILSKNOX BOXKNOX BOX FORCOURTYARD GATE20'-0" FRONT SETBACKEXISTING FENCE TO BEREPLACED WITH NEW 72" FENCE.SEE SHEET A2 AND NOTE #2 ONTHIS SHEET FOR DETAILSEXISTINGCONCRETEDRIVECOVEREDPORCHCOVEREDPORCHCOVEREDPORCH6'-6"8'-0"8'-6"8'-0" HC19'-0"FIRE HYDRANTFIRE LANE SIGNAGE OR RED CURB-STRIPINGSHALL BE INSTALLED TO PREVENT PARKINGWITHIN 15' OF HYDRANTS ALONG ROADWAY8'-0" UTILITYEASEMENT13'-0" UTILITYEASEMENTEXISTING CONCRETEWALK TO REMAINEXISTING WATER LINES 45° 38' 57" E124.62'S 60
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W184.72
'20'-0"ENCLOSING 210 SFTHE THE COVEREDPORCHTRTTEXISTING JUNIPERSLONG TERM PARKING SPACES, DO NOTCOUNT TOWARDS REQUIRED PARKINGACCESSIBLE PARKING SPACETREESCODEQTYBOTANICAL / COMMON NAMECONTCALAG1ACER GRANDIDENTATUM / BIGTOOTH MAPLEB & B2"SHRUBSCODEQTYBOTANICAL / COMMON NAMESIZEAS6AGASTACHE RUPESTRIS `SUNSET` / SUNSET HYSSOP5 GALBA5BERBERIS THUNBERGII `ATROPURPUREA` / RED LEAF JAPANESE BARBERRY5 GALBH6BERBERIS THUNBERGII 'HELMOND PILLAR' / HELMOND PILLAR JAPANESE BARBERRY5 GALJSS10JUNIPERUS SCOPULORUM 'SKYROCKET' / SKYROCKET JUNIPER5 GALMC3MISCANTHUS CAPENSIS / SILVERGRASS5 GALRG35RUDBECKIA FULGIDA SULLIVANTII `GOLDSTURM` / BLACK-EYED SUSAN5 GALPLANT SCHEDULEEXISTING CONCRETEFENCEXEASEMENTPROPERTY LINESETBACKGAS LINEGWATER LINEWELECTRIC LINEETELEPHONE LINETGAS METERGMELECTRIC METEREMEXTERIOR WALLMOUNTED LIGHTFIXTURENORTH051020SCALE: 1"=10'-0"1.THE PLAN DEMONSTRATES ACCEPTABLE CONCEPTS FOR SCREENING BETWEENRESIDENTIAL PROPERTIES; ADJUSTMENTS TO FENCING, SCREENING AND LANDSCAPEARE PERMITTED BASED ON DISCUSSIONS WITH HOA.2.AN INDUSTRIAL KITCHEN VENT FAN SHALL NOT BE PERMITTED ON THE OUTSIDE OFTHE BUILDING.NOTESSITE PLAN LEGENDThese squares will measure 1/4" when printed to scale
Revisions:Stephanie.CraftX@gmail.com
2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPrel
im
inaryNot ForConstructionLANDSCAPE PLAN
CASTLE RIDGE GROUP HOME
636 CASTLE RIDGE COURT, FORT COLLINS, CO
PDP / FDP
21 September, 2022
L1 OF 15
L2 OF 15P
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PLAN VIEW - THREE STAKES
TREE PLANTING DETAIL - STEEL POSTS
SCALE: NTS
ROUND TOPPED SOIL BERM 4"
HIGH X 8" WIDE ABOVE ROOT
BALL SURFACE SHALL BE
CONSTRUCTED AROUND THE
ROOT BALL. BERM SHALL BEGIN
AT ROOT BALL PERIPHERY. (OMIT
IN TURF AREAS)
NOTES:
SET S0 THAT TOP OF ROOT 1-2"
HIGHER THAN FINISHED GRADE
MARK NORTH SIDE OF TREE IN
NURSERY AND ROTATE TREE TO
FACE NORTH AT THE SITE
WHENEVER POSSIBLE
2 STRAND 12 GAUGE GAL. WIRE
(TWIST TO TIGHTEN) &
GROMMETED NYLON STRAPS
STEEL T-POSTS DRIVEN (MIN. 24") FIRMLY INTO
UNDISTURBED SOIL OUTSIDE OF PLANTING
HOLE BEFORE BACKFILLING
STAKE ABOVE FIRST BRANCHES OR AS
NECESSARY FOR FIRM SUPPORT
BACKFILL WITH BLEND OF EXISTING SOIL
AND A MAXIMUM 20% (BY VOL.) ORGANIC
MATERIAL PLACE FIRMLY BUT DON'T TAMP
OR COMPACT AROUND ROOT BALL. WATER
WATER THOROUGHLY TO SETTLE AND
REMOVE AIR POCKETS. PRIOR TO
MULCHING, LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 6" LIFTS TO BRACE
TREE. DO NOT OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN BACKFILLED,
POUR WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
REMOVE ALL WIRE, TWINE BURLAP, MESH
AND CONTAINERS FROM ENTIRE ROOT
BALL AND TRUNK
3" DEEP MULCH RING PLACED A MINIMUM
OF 6' IN DIAMETER. 1" MULCH OVER ROOT
BALL. DO NOT PLACE MULCH IN CONTACT
WITH TREE TRUNK
3 X BALL DIA.
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL
SCARIFY SIDES OF HOLE LEAVING
1:1 SLOPE
1
L-PL2-PLA-12
STAKING NOTES:
STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT
END OF FIRST GROWING SEASON AS FOLLOWS:
1 1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING
WIND. (GENERALLY N.W. SIDE)
1 1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE,
ONE ON S.W. SIDE
3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM
WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN ONLY
ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK
MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO
ACCOMMODATE 1 1/2" OF GROWTH AND BUFFER ALL BRANCHES
FROM WIRE
GUYING PLAN
PLANT SO THAT TOP OF ROOT BALL
IS 2" HIGHER THAN FINISHED GRADE
GROMMETED NYLON STRAPS
GALVANIZED WIRE TWIST TO TIGHTEN
6' STEEL T-POSTS (SEE SCHEDULE) DRIVEN
(MIN. 24") FIRMLY INTO UNDISTURBED SOIL
OUTSIDE ROOTBALL.
SCARIFY SIDES OF PLANTING HOLE
LEAVING 1:1 SLOPE
BACKFILL WITH BLEND OF EXISTING
SOIL AND A MAXIMUM 20% (BY
VOL.) ORGANIC MATERIAL TAMP
SOIL AROUND ROOT BALL W/ FOOT
PRESSURE SO THAT IT DOESN'T
SHIFT. WATER THOROUGHLY TO
SETTLE AND REMOVE AIR
POCKETS. PRIOR TO MULCHING,
LIGHTLY TAMP SOIL AROUND THE
ROOT BALL IN 6" LIFTS TO BRACE
TREE. DO NOT OVER COMPACT.
WHEN THE PLANTING HOLE HAS
BEEN BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO
SETTLE THE SOIL.
PRUNING NOTES:
DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE
ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND
BROKEN BRANCHES. SOME INTERIOR TWIGS AND
LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO
NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN
3 X BALL DIA.
PR
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3" DEEP MULCH RING PLACED A MINIMUM
OF 6' IN DIAMETER. DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK
ROUND-TOPPED SOIL BERM 4" HIGH X 8"
WIDE ABOVE ROOT BALL SURFACE
SHALL BE CONSTRUCTED AROUND THE
ROOT BALL. BERM SHALL BEGIN AT
ROOT BALL PERIPHERY. (OMIT IN TURF
AREAS)
CONIFER TREE PLANTING DETAIL - STEEL POSTS
SCALE: NTS
REMOVE ALL WIRE, TWINE BURLAP,
MESH AND CONTAINERS FROM
ENTIRE ROOT BALL AND TRUNK
2
L-PL2-PLA-01
PRUNING NOTES:
DO NOT HEAVILY PRUNE SHRUB AT PLANTING.
PRUNE ONLY DEAD OR BROKEN BRANCHES. IF
FORM IS COMPROMISED BY PRUNING,
REPLACE SHRUB
PLACEMENT NOTES:
·SET SHRUB PLUMB. SPACE PLANTS, AND
PLACE FOR BEST EFFECT
·SET TOP OF ROOTBALL 1-2" HIGHER THAN
ADJACENT GRADE
SCARIFY SIDES AND USE 1:1 SLOPE
3" DEEP MULCH RING 3' IN DIA. PLACE ON
GEOTEXTILE WEED BARRIER. 1" OF MULCH ON
TOP OF ROOT BALL
REMOVE CONTAINER (INCLUDING FIBER
CONTAINERS), BASKETS, WIRE, ETC. FROM THE
ROOT BALL. BREAK UP ENCIRCLING ROOTS
WITH SHARP KNIFE OR SPADE. SPLIT BOTTOM
OF ROOT BALL. PLACE ON UNDISTURBED SOIL
TO PREVENT SETTLEMENT. PRIOR TO
MULCHING, LIGHTLY TAMP SOIL AROUND THE
ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO
NOT OVER COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO SETTLE THE SOIL.
BACKFILL WITH BLEND OF EXISTING SOIL
AND A MAX. 20% (BY VOL.) ORGANIC
MATERIAL. WATER THOROUGHLY TO
SETTLE AND REMOVE AIR POCKETS
2 X BALL DIA.
4" HIGH WATER SAUCER
SHRUB PLANTING DETAIL
SCALE: NTS
3
L-PL2-PLA-14
BARRETTE OUTDOOR LIVING43' x 6' BOARDWALK SADDLE VINYL DECORATIVE SCREEN PANEL
These squares will measure 1/4" when printed to scaleRevisions:Stephanie.CraftX@gmail.com2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPreliminary
Not For
Construction
LANDSCAPE DETAILSCASTLE RIDGE GROUP HOME636 CASTLE RIDGE COURT, FORT COLLINS, COPDP / FDP09 September, 2022
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13'-10"
#9
ROOF LINE
CONCRETE EDGER,
LOCATION APPROXIMATE
#2
#3
#4
#5
#6
#1
#7
#8
JUNIPERS
DECIDUOUS
SHRUBS AND
GRO-LOW
JUNIPERS
6- MUGO PINES AND
PERENNIALS
5- ROSES
EXISTING CARPET
JUNPER
SHRUBS, TYP.
#TYPE DBH CONDITION MITIGATION PRESERVE OR REMOVE REASON FOR
REMOVAL
1 CRABAPPLE 11"FAIR 1.5 PRESERVE
2 ARBORVITAE 7"FAIR +1.5 PRESERVE
3 ARBORVITAE 8"FAIR +1.5 PRESERVE
4 ARBORVITAE 7"FAIR +1.5 PRESERVE
5 ARBORVITAE 7"FAIR +1 PRESERVE
6 ARBORVITAE 7"FAIR +1 PRESERVE
7 PINYON PINE 3,5 FAIR 1 PRESERVE
8 LILAC TREE 6"FAIR 1 PRESERVE
9 LINDEN 9"FAIR +1 PRESERVE
REQUIRED MITIGATION TREES
(EXCLUDES TREES TO REMAIN)0
TREE MITIGATION LEGEND
NORTH
0 5 10 20
SCALE: 1"=10'-0"
TREE MITIGATION LEGEND
EXISTING TREES TO
SAVE IN PLACE
TYPE MINIMUM SIZE
CANOPY SHADE TREE 2.0" CALIPER AND B&B OR EQUIVALENT
EVERGREEN TREE 8.0" HEIGHT AND B&B OR EQUIVALENT
ORNAMENTAL TREE 2.0" CALIPER AND B&B OR EQUIVALENT
MITIGATION SIZING CHART
TREE MITIGATION NOTES
1.SHOULD DISCREPANCIES BE FOUND BETWEEN THE QUANTITIES LISTED IN THE PLANT TABLE
AND THE QUANTITIES GRAPHICALLY SHOWN ON THE LANDSCAPE PLANS, THEN THE QUANTITIES
SHOWN BY GRAPHIC SYMBOLS ON THE LANDSCAPE PLANS SHALL CONTROL
2.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31)
OR A NESTING SURVEY WILL BE CONDUCTED BY A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST PRIOR TO
TREE REMOVAL TO ENSURE THAT NO ACTIVE NESTS ARE PRESENT. IF ACTIVE NESTS ARE FOUND, THE CITY
ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
TREE PROTECTION NOTES
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
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)
8.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.
9. 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:
10. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR
CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
TYPE MITIGATION
COUNT REQUIRED MITIGATION TREE COUNT
TREES PRESERVED 9 0
TREES TO BE REMOVED 0 0.00
TOTAL 9 0.00
TREE MITIGATION SUMMARY
SINGLE STORY RESIDENCE
These squares will measure 1/4" when printed to scaleRevisions:Stephanie.CraftX@gmail.com2536 Romeldale Lane, Fort Collins, CO 80526CraftStudioPreliminary
Not For
Construction
TREE INVENTORYAND MITIGATIONCASTLE RIDGE GROUP HOME636 CASTLE RIDGE COURT, FORT COLLINS, COPDP / FDP21 September, 2022L3 OF 15
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12.6EXTERIOR LIGHT FIXTURE DETAILS
ILLUMINATION ZONE
AVERAGE : 0.8fc
MAXIMUM : 12.6fc
LIGHTING SCHEDULE:
MANUFACTURER MODEL QUANTITY LUMENS WATTAGE TEMP
POSSINI EURO RATNER 10 1150 13 3KPlan View
Scale - 1" = 8ft 09-05-22636 Castle Ridge Ct.Fort Collins, Colorado 80525CASTLE RIDGE GROUP HOME F9 PRODUCTIONS
825 CRISMAN DRIVE #100 LONGMONT, CO 80501
303-652-5858
303-652-5859
PH 303.775.7406| F 303.658.9846
EMAIL MAIL@F9PRODUCTIONS.COM
LIGHTING PLAN
&
PHOTOMETRIC