HomeMy WebLinkAboutPlans - Site, Landscape and Elevations Plans - 08/11/2025Existing zoning designation Old Town District, High (OT-C)
Total project size (gross re: Section 7.1.2 Density (A))
Acres 0.408
SF 17,762
Total project size (net re: Section 7.12 Density (B))
Acres 0.408
SF 17,762
Multiple lots, parcels, or tracts NA
Maximum building height (re: Section 7.1.2 Height (B))
Existing 3BR house 29'
Proposed 2BR ADU 17' - 10 3/4"
Floor area (re: Section 7.1.2 Floor Area (B))
Existing 3BR house 2,036 (from Larimer County Assessor parcel record 9712315015)
Proposed 2BR ADU 912sf
Floor area ratio (re: Section 7.1.2 Floor Area Ratio)
Existing house 2,036sf / 17,772sf =0.11
Proposed 2BR ADU 912sf / 17,772sf =0.05
Total 2,948sf / 17,772sf =0.17
Active recreational use NA
Parking tabulations (re: Section 5.9.1 (K) (1))
Req'd.Provided
Existing 3BR house 1 1
Proposed 2BR ADU 1 1
Total 2 2
Provided parking stalls shall be Standard, 90d, 9'w x 19'd, accessed from the Alley
Bicycle parking NA (re: Section 5.9.1 (C) (4))
HERR SUBDIVISION, IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF
COLORADO.
THE UNDERSIGNED DOES HEREBY CERTIFY THAT I AM THE LAWFUL OWNER OF REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I ACCEPT
THE CONDITIONS AND RESTIRCTIONS SET FORTH ON SAID PROJECT DEVELOPMENT
PLAN WITHIN THE LIMIT OF DEVELOPMENT BOUNDARY.
Owner (Signed)Date
THE FOREGOING INSTRUCMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY,
.
BY:
(Print Name)
AS:
MY COMMISSION EXPIRES:
WITNESS MY HAND AND OFFICIAL SEAL.
Notary Public Address
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REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION
INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND
SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
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.
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.
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.
ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN
ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE REQUIREMENTS
IN DIVISION 5.12 OF THE LAND USE CODE.
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.
FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY
STANDARDS. ALL BUILDINGS AND FACILITIES MUST PROVIDE AN APPROVED
WATER SUPPLY.
ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
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.
COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHTS-OF-WAY,
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.
DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS
IN RIGHTS-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 REGARDLESS OF STREET CLASSIFICATION.
THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR
SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL
LOT.
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), ODOR-
CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING
THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
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.
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 AND BE REPLACED OR REPAIRED
WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
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 EIGHT 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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A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES
OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN
THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK
AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN
THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO
CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR
RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT
THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE
INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE
PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE.
IN ANY MULTI-PHASE DEVELOPMENT PLAN, ALL STREET TREES PER PHASE
MUST BE PLANTED AT ONCE RATHER THAN ON A LOT BY LOT BASIS OVER TIME
TO THE MAXIMUM EXTENT FEASIBLE.
STREET TREES MUST ONLY BE PLANTED DURING SHOULDER SEASONS: MARCH
THROUGH JUNE AND SEPTEMBER THROUGH NOVEMBER.
STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN
ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND
REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS
LICENSED ARBORIST WHERE REQUIRED BY CODE. STREET TREES SHALL BE
SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE
CONTRACTOR.
THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER
PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE
CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE
PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF
ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE.
SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS
MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY
SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET
TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE.
QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS
APPROVED BY THE CITY TO MEET SEPARATION STANDARDS.
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ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY
NATURAL HABITAT BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS
NOTED ON THESE PLANS FOR REMOVAL.
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.
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.
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. CONCRETE BLANKETS, OR
EQUIVALENT PADDING MATERIAL, WRAPPED AROUND THE TREE TRUNK(S) IS
RECOMMENDED AND ADEQUATE FOR ADDED PROTECTION DURING
CONSTRUCTION.
THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL,
DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
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.
NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO
ANY PROTECTED TREE.
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 (D)(4)
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.
NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31). IF NO ACTIVE NESTS EXIST ON THE PROJECT SITE,
TREE MITIGATION PLANS MAY BE EXECUTED WITH THE ISSUANCE OF A
DEVELOPMENT CONSTRUCTION PERMIT. IF ACTIVE NESTS ARE FOUND, STOP
WORK AND COORDINATE WITH RELEVANT STATE AND FEDERAL
REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON
TREE REMOVAL AND CONSTRUCTION APPLY.
ALL EXISTING TREES WITHIN THE PLAN MUST BE WATERED USING IRRIGATION
OR HAULED WATER SOURCES THROUGHOUT THE DURATION OF THE
DEVELOPMENT PROCESS AND ALL DEVELOPMENT ACTIVITIES TO SUSTAIN AND
IMPROVE TREE HEALTH AND SURVIVABILITY, UNDER THE FOLLOWING
SCHEDULE: WATERED WEEKLY AT A MINIMUM OF FORTY (40) GALLONS PER
WEEK MARCH THROUGH OCTOBER, AND MONTHLY AT A MINIMUM OF FORTY (40)
GALLONS PER MONTH NOVEMBER THROUGH APRIL WHEN TEMPERATURES ARE
ABOVE FORTY DEGREES (40°).
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:
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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.
IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING FUNCTIONAL
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 FUNCTIONAL 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. IRRIGATION SYSTEMS TO
BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST
BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION
STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT
IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND
CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE
INCORPORATED INTO THE CONSTRUCTION PROCESS.
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.
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
THOUGHLY 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.
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.
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.
REPLACEMENT : ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE
REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE
REQUIREMENTS OF THESE PLANS.
THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS
AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
20 FEET BETWEEN SHADE AND/OR ORNAMENTAL TREES AND TRAFFIC
CONTROL SIGNS AND DEVICES
15 FEET BETWEEN ORNAMENTAL TREES AND STREET LIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM
SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM
SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND
STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
4 FEET FROM THE EDGES OF DRIVEWAYS AND ALLEYS
ALL STREET TREES SHALL BE PLACED A MINIMUM FOUR (4) FEET AWAY FROM
THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 5.10.1(D)(1)(e)(I).
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.
THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL
PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND
OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR
PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON
THIS PLAN.
MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING
CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY.
OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT
WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE
QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES
ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND
LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO
INSTALLATION.
ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE
INCHES. ALL TREES MUST HAVE ORGANIC MULCH PLACED AT A DEPTH OF TWO
(2) TO FOUR (4) INCHES FOR A MINIMUM OF A THREE (3) FOOT RADIUS MULCH
RING OR UNDER A TREE GRATE. THIS INCLUDES TREES PLANTED IN ROCK
COBBLE PLANTING BEDS.
APPROVED BY THE CDNS DIRECTOR OR DESIGNEE OR DIRECTOR OF COMMUNITY
DEVELOPMENT AND NEIGHBORHOOD SERVICES OR DESIGNEE OF THE CITY OF FORT
COLLINS, COLORADO ON THIS DAY,
CDNS Director or Designee OR Director of Community Development and Neighborhood Services
or Designee
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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Revision Schedule
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Project Issue Date: 2025.08.11
Project Status: FDP
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Drawing List
No.Name
G0.00 Cover
G0.01 Site Location
C0.01 Existing Conditions Site Plan
.Survey
C1.01 Grading & Drainage Plans
C1.02 Site Areas
C2.01 Logistics Plans
A1.00 Site Plans
A1.01 Plans
A1.02 Roof and Area Plans
A2.01 Elevations
A3.01 Sections - Transverse
A3.02 Sections
A9.01 3D Views
A9.11 Existing House Photographs
A9.12 Existing Siding Exposure
p
e
contact
Owner
Katherine Herr
426 E. Oak St.
Fort Collins, CO 80524
970.232.4727
katherine.acott@gmail.com
Katherine Herr
p
e
contact
Architect
Christopher Herr Architects
5223 Olde Stage Road
Boulder CO 80302
303.641.6531
crh@christopherherr.com
Christopher Herr
p
e
contact
Architectural Engineer
Anderson Associates Architectural Engineers
422 E. Oak St.
Fort Collins, CO 80524
970.215.3031
andersonarch02@aol.com
Dick Anderson
p
e
contact
Civil Engineer
Forbes Engineering
2908 Cherly Street
Fort Collins, CO 80524
970.232.6014
kevinforbes@frii.com
Kevin Forbes
Land Use Table
Legal Description
Owner Certification
p
e
contact
Surveyor
Tri-Peaks LLC
306 E. Elizabeth Street
Fort Collins, CO 80524
970.232.9482
cthew@tri-peaks.com
Chris Thew
p
e
contact
General Contractor
Christopher Herr Architects
5223 Olde Stage Road
Boulder CO 80302
303.641.6531
crh@christopherherr.com
Christopher Herr
A Site Plan NotesC Street Tree Notes
D Tree Protection Notes
E General Landscape Notes
Planning Certificate
1 2025.10.15 Rd1 Revisions
Existing zoning designation Old Town District, High (OT-C)
Total project size (gross re: Section 7.1.2 Density (A))
Acres 0.408
SF 17,762
Total project size (net re: Section 7.12 Density (B))
Acres 0.408
SF 17,762
Multiple lots, parcels, or tracts NA
Maximum building height (re: Section 7.1.2 Height (B))
Existing 3BR house 29'
Proposed 2BR ADU 17' -10 3/4"
Floor area (re: Section 7.1.2 Floor Area (B))
Existing 3BR house 2,036 (from Larimer County Assessor parcel record 9712315015)
Proposed 2BR ADU 912sf
Floor area ratio (re: Section 7.1.2 Floor Area Ratio)
Existing house 2,036sf / 17,772sf =0.11
Proposed 2BR ADU 912sf / 17,772sf =0.05
Total 2,948sf / 17,772sf =0.17
Active recreational use NA
Parking tabulations (re: Section 5.9.1 (K) (1))
Req'd.Provided
Existing 3BR house 1 1
Proposed 2BR ADU 1 1
Total 2 2
Provided parking stalls shall be Standard, 90d, 9'w x 19'd, accessed from the Alley
Bicycle parking NA (re: Section 5.9.1 (C) (4))
HERR SUBDIVISION, IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF
COLORADO.
THE UNDERSIGNED DOES HEREBY CERTIFY THAT I AM THE LAWFUL OWNER OF REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I ACCEPT
THE CONDITIONS AND RESTIRCTIONS SET FORTH ON SAID PROJECT DEVELOPMENT
PLAN WITHIN THE LIMIT OF DEVELOPMENT BOUNDARY.
Owner (Signed)Date
THE FOREGOING INSTRUCMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY,
.
BY:
(Print Name)
AS:
MY COMMISSION EXPIRES:
WITNESS MY HAND AND OFFICIAL SEAL.
Notary Public Address
APPROVED BY THE CDNS DIRECTOR OR DESIGNEE OR DIRECTOR OF COMMUNITY
DEVELOPMENT AND NEIGHBORHOOD SERVICES OR DESIGNEE OF THE CITY OF FORT
COLLINS, COLORADO ON THIS DAY,
CDNS Director or Designee OR Director of Community Development and Neighborhood Services
or Designee
Legal Description
Owner CertificationPlanning Certificate
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LEGENDFOUND SECTION CORNER MONUMENT AS DESCRIBEDFOUND 0.5" IRON ROD WITH 1.0" PLASTIC CAP MARKED AS DESCRIBEDSET 0.5" IRON ROD WITH 1.0" PLASTIC CAP MARKED PLS 38692ELECTRIC TRANSFORMERAIR CONDITIONERELECTRIC VAULTELECTRIC METER - CONDUITELECTRIC MANHOLELIGHT POLEUTILITY POLEGUY WIRETELECOMMUNICATION PEDESTALTELECOMMUNICATION MANHOLETV PEDESTALWATER METERWATER MANHOLEFIRE HYDRANTWATER VALVEIRRIGATION CONTROL VALVE-BOXSTORM SEWER MANHOLEFLARED END SECTIONSANITARY SEWER MANHOLE - SEPTIC TANK LIDSANITARY SEWER CLEANOUTGAS METERSIGNBOLLARDMAIL BOXDECIDUOUS TREECONIFEROUS TREEFENCE LINE - WOODFENCE LINE - BARB WIREFENCE LINE CHAIN LINKGUARD RAILOVERHEAD WIRE-GENERALBURIED ELECTRICOVERHEAD POWERBURIED FIBER OPTIC LINEBURIED TELE. LINEOVERHEAD TELE. LINEBURIED CABLE TV LINEOVERHEAD CABLE TV LINEWATER LINEIRRIGATION LINEGAS LINESANITARY SEWER LINESTORM SEWER LINEBOUNDARY LINERIGHT OF WAY LINESECTION LINEEASEMENT LINEFLOOD ZONE LINE
5280' - 0"
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S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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Project Issue Date: 2025.08.11
Project Status: FDP
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1 : 120001Site Location Map
1" = 100'-0"2 Neighborhood Context
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74.99'S 89°55'41" E 400.00'
44.83
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13.39'
40.69
'
111.4
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100.03'
N 89°55'12" W 324.72'
74.91'225.14'
174.72'140.00' (R)
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112' (
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HELD
75.00' (R)N 89°55'41" W 100.00'
S 89°55'42" E47.19'
100' (R)
50' (R)75' (R)
75.00' (R)
75' (R)
100' (R)
100' (R)
(MEAS.)
(R
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E. MOUNTAIN AVE.
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400' (R)
400' (R)
BLOCK 151
S 48°
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E. OAK STREET100' RIGHT OF WAYRECEPTION NO. 1727 (1873)
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20' ALLEYRECEPTION NO. 1727 (1873)
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CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
10'
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15'
15' VACATED RIGHT OF
WAY
BOOK 975, PG 47 (1954)
140'
100'
100'
LOT 14
BLOCK 152
CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
LOT 5
BLOCK 162
CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
BLOCK 151
CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
LOT 17, REPLAT OF THE
NORTH
HALF OF BLOCK 151
CITY OF FORT COLLINS
RECEPTION NO. 68387 (1901)
LOT
1
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OWNER: CITY OF FORT
COLLINS
RECEPTION NO. 19940025798
100'
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EAST LINCOLN PROPERTIES
RECEPTION NO. 20090074184
AND 20110015067
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85'
N 89°55'41" W 100.00'
S 89°55'42" E47.19'
STONE PATIO
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COVERED DECK/ENTRY
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GARAGE ON SLAB
FF=4971.2
STORAGE AREA
NO FOUNDATION
COVERED DECK/ENTRY
CONCRETE
WALK
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EDGE OF ASPHALT/
VERTICAL CURB AND GUTTER
STORM
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CONCRETE
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EDGE OF ASPHALT
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9' UTILITY EASEMENT
DEDICATED BY THIS
PLAT
6.8'
4.6
'
9.1'
1.0'
2.6'
1.0'
4.7'
4.7'
4.7'
1.0'
2.7'
29
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15.8'
7.3
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26.7'
108
109110
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4 OS COR BLDG
EC2
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1.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG
RIVERSIDE AVENUE AND WHEDBEE STREET, AND MAY ALSO ENCROACH ONTO
THE PRIVATE PROPERTY PORTION OF THIS DEVELOPMENT. ANY IRRIGATION
LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED,
DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY. CITY OF FORT COLLINS PARKS
DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY IF ANY TREES, SHRUBS, OR
IRRIGATION IS DAMAGED BY CONSTRUCTION. ANY DAMAGE SHALL BE
REPAIRED/REPLACED BY THE CONTRACTOR AT THE DIRECTION OF THE PARKS
DEPARTMENT.
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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Existing Conditions Site
Plan
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Project Issue Date: 2025.08.11
Project Status: FDP
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1" = 30'-0"1 Existing Site PlanIrrigation Note
N
1 2025.10.15 Rd1 Revisions
N
0
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°
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"
W
1
9
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S 48
°
3
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'
2
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"
E
70.5
8
'
S
0
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°
1
2
'
2
1
"
E
1
4
3
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3
3
'
6.8'
4.
6
'
9.1'
1.0'
2.6'
1.0'
4.7
'
4.7'
4.7
'
1.0'
2.7'
29
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8
'
15.8'
7.
3
'
20.3'
30
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5
'
4.3'
1.0'
18
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'
12.4'
18
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12.4'
STONE PATIO
FOUNTAINST
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COVERED DECK/ENTRY
RESIDENCE ON
STONE FOUNDATION
FF=4974.5
GARAGE ON SLAB
FF=4971.2
STORAGE AREA
NO FOUNDATION
COVERED DECK/ENTRY
CONCRETE WALK
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EDGE OF ASPHALT/
VERTICAL CURB AND GUTTER
STORM
INLET BOX
EDG
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CONCRETE
DRIVE APPROACH
EDGE OF ASPHALT20' ALLEY
RECEPTION NO. 1727 (1873)
15
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9
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0.
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'
26.7'
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LOT
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E. OAK STREET
100' RIGHT OF WAY
RECEPTION NO. 1727 (1873)
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10
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'
R
I
G
H
T
O
F
W
A
Y
RE
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E
P
T
I
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N
N
O
.
1
7
2
7
(
1
8
7
3
)
RIV
E
R
S
I
D
E
A
V
E
.
140
'
R
I
G
H
T
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F
W
A
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REC
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T
I
O
N
N
O
.
1
7
2
7
(
1
8
7
3
)
CIT
Y
O
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F
O
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T
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O
L
L
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HIG
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F
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O
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A
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N
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F
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C
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L
L
I
N
S
HI
G
H
F
L
O
O
D
P
L
A
I
N
N 89°55'41" W 100.00'
S 89°55'42" E
47.19'
112.44'
S
0
0
°
0
9
'
5
3
"
E
1
9
0
.
0
0
'
77.6
2
'
N 90°00'00" W 109.60'
19
0
.
2
0
'
49.98'
19
0
.
0
0
'
(
R
)
225.14'
20
'
10'
S
0
0
°
1
2
'
1
8
"
E
1
6
3
.
4
6
'
30.1
8
'
46
.
6
7
'
52.73'
74.99'
S 89°55'41" E 400.00'
44.8
3
'
13.3
9
'
40.6
9
'
111
.
4
3
'
100.03'
N 89°55'12" W 324.72'
74.91'225.14'
174.72'140.00' (R)
S
0
0
°
1
2
'
1
8
"
E
1
5
4
.
6
1
'
5
8
7
6
1 2
3
4
9 10 11
19
0
'
(
R
)
175.5' (R)
112
'
(
R
)
123
'
(
R
)
40
0
'
(
R
)
18
9
.
5
3
'
(
M
E
A
S
.
)
HELD
75.00' (R)N 89°55'41" W 100.00'
N
0
0
°
1
0
'
5
9
"
W
1
9
0
.
0
0
'
S 89°55'42" E
47.19'
S 48
°
3
2
'
2
7
"
E
70.5
8
'
S
0
0
°
1
2
'
2
1
"
E
1
4
3
.
3
3
'
100' (R)50' (R)75' (R)
75.00' (R)
75' (R)
100' (R)
100' (R)
(MEAS.)
(R
)
-
H
E
L
D
E. OAK STREET
E. MOUNTAIN AVE.
PE
T
E
R
S
O
N
S
T
R
E
E
T
WH
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D
B
E
E
S
T
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E
E
T
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R
S
I
D
E
A
V
E
.
20' ALLEY
10
'
A
L
L
E
Y
S 89°55'42" E 400.00'
N
0
0
°
1
2
'
2
1
"
W
1
9
0
.
0
0
'
400' (R)
400' (R)
BLOCK 151
S 48
°
3
2
'
2
7
"
E
3
8
8
.
7
3
'
S
0
0
°
1
2
'
1
9
"
E
4
0
0
.
2
0
'
LOT
1
6
LOT
1
5
LOT
1
4
LOT
1
3
LOT
1
2
LOT
1
1
LOT
1
0
LOT
9
LOT
2
2
LOT
2
1
LOT
2
0
LOT
1
9
LOT
1
8
LOT
1
7
VICINITY MAP
BLOCK BREAK DOWN
MONUMENTATION
1 - FOUND 5/8" REBAR WITH 1-1/2" ALUMINUM CAP "PLS 28289"
2 - FOUND 5/8" REBAR WITH 1-1/2" ALUMINUM CAP "PLS 28289"
(NOTE MONUMENT IS 2.82 FEET EAST OF CALCULATED RIGHT OF WAY LINE SHOWN)
3 - FOUND 1/2" REBAR WITH OUT A CAP OF CALCULATED RIGHT OF WAY LINE SHOWN)
4 - FOUND 1/2" REBAR WITH 1" PLASTIC CAP "LS 4502 - STEWART AND ASSOC"
(NOTE MONUMENT IS 0.08 FEET NORTHEAST OF CALCULATED RIGHT OF WAY SHOWN)
5 - FOUND 1" STEEL BAR SET IN CONCRETE
6 - FOUND 1/2" REBAR WITH 1" PLASTIC CAP MARKED "LS 7839 - STEWART AND ASSOC"
7 - FOUND 1/2" REBAR WITH OUT A CAP
8 - FOUND 1" IRON PIPE
9 - FOUND 1/2" SQUARE BAR
10 - FOUND BOLT WITH SQUARE HEAD
11 - FOUND 3/4" IRON PIPE
(NOTE MONUMENT IS 0.47 FEET NORTH OF CALCULATED RIGHT OF WAY LINE SHOWN)
*INDICATES THE POSITION WAS HELD AS TO CREATE RIGHT OF WAY LINE
SET 1/2" REBAR WITH 1" PLASTIC CAP MARKED "LS 38692"
LEGAL DESCRIPTION:
LOTS 15 AND 16, BLOCK 151, IN THE CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO.
NOTES
- THIS SURVEY IS BASED ON A TITLE COMMITMENT PROVIDED BY STEWART TITLE
GUARANTEE COMPANY, COMMITMENT NUMBER: 3117524-04210, DATED AUGUST 28,
2024 AT 7:00AM.
- THIS PARCEL IS FOUND IN A ZONE X FLOOD HAZARD AREA PER THE FEMA FIRM MAP
NUMBER 08069C0979H. THE PARCEL IS LOCATED IN THE LOCAL CITY OF FORT COLLINS
HIGH FLOOD PLAIN AND THE LOCAL CITY OF FORT COLLINS HIGH FLOODWAY IS
IDENTIFIED ON THIS SURVEY.
- SUBJECT PROPERTY ADDRESS IS 426 EAST OAK STREET, FORT COLLINS, CO 80524.
- ALL UTILITIES ARE SHOWN USING SURFACE EVIDENCE ONLY, UTILITY LOCATES WERE
NOT ORDERED FOR THIS SURVEY.
- ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM VERIFIED BY CITY OF
FORT COLLINS BENCH MARK 7-00. SAID BENCH MARK HAVING A PUBLISHED
ELEVATION OF 4989.03 AND IS LOCATED ON A STREET LIGHT POLE BASE IN THE
SOUTHEAST CORNER OF STOVER ST. AND ELIZABETH ST.
- BEARINGS ARE BASED ON THE NORTH LINE OF BLOCK 151 TO BEAR N90°W BETWEEN
TWO FOUND 5/8" REBARS WITH 1-1/2" ALUMINUM CAPS MARKED "PLS 28289".
- LINEAR UNITS ARE SHOWN IN U.S. SURVEY FOOT
- THE TOTAL AREA CONTAINS 17,762 SQUARE FEET (0.408 ACRES) MORE OR LESS.
SCHEDULE B-2 EXCEPTIONS
1. - 8. (LOCATION CANNOT BE DETERMINED BY RECORDED/PROVIDED DOCUMENTS)
9.EASEMENTS, RIGHTS OF WAY AND ROADS AS SHOWN ON THE PLAT OF THE
TOWN OF FORT COLLINS RECORDED IN PLAT BOOK 1, PAGE 48.
EASEMENTS AND RIGHT OF WAYS ARE SHOWN ON SURVEY.
10.TERMS, CONDITIONS, PROVISIONS, AGREEMENTS, EASEMENTS, AND
OBLIGATIONS SPECIFIED UNDER THE DEED OF LIMITED CONSERVATION EASEMENT
IN GROSS RECORDED AUGUST 27, 1997 AT RECEPTION NO. 97055344.
ITEM IS BLANKET IN NATURE.
11.TERMS, CONDITIONS, PROVISIONS, AGREEMENTS, EASEMENTS, AND
OBLIGATIONS SPECIFIED UNDER THE ORDINANCE NO. 187, 2000 RECORDED AUGUST
28, 2002 AT RECEPTION NO. 2002091567.
ITEM IS BLANKET IN NATURE.
CERTIFICATION:
I CHRISTOPHER L. THEW, A DULY LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS
PLAT IS THE RESULTS OF A SURVEY MADE BY ME OR UNDER BY DIRECT SUPERVISION.
SURVEYOR: CHRISTOPHER L. THEW, PE-PLS
NOTICE: According to Colorado law you must commence any legal
action based upon any defect in this survey within three years after you
first discover such defect. In no event, may any action based upon any
defect in this survey be commenced more than ten years from the date
of the certification shown hereon.
RE
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1
1
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SITUATE IN THE SOUTHWEST 1/4 OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
IMPROVEMENT SURVEY PLAT
LEGEND
AIR CONDITIONER
ELECTRIC METER - CONDUIT
UTILITY POLE
TELECOMMUNICATION PEDESTAL
TELECOMMUNICATION MANHOLE
FIRE HYDRANT
WATER VALVE
IRRIGATION CONTROL VALVE-BOX
GAS METER
SIGN
FENCE LINE - WOOD
FENCE LINE - WIRE
FENCE LINE STEEL RAIL
OVERHEAD WIRE-GENERAL
BOUNDARY LINE
PLAT LOT LINE
PARCEL LINE
FORT COLLINS LOCAL FLOOD ZONE LINE
CONTOUR MAJOR
CONTOUR MINOR
RECORD DISTANCE(R)
5000
5001
**
*
*
*
*
*
*
18.4'
BASIS OF BEARINGS
9
7
'
-
6
"
9
7
'
-
9
"
9
8
'
-
0
"
97
'
-
3
"
97
'
-
6
"
97
'
-
9
"
9
8
'
-
0
"
9
8
'
-
3
"
9
7
'
-
3
"
97
'
-
6
"
97
'
-
6
"
9
7
'
-
6
"
97
'
-
9
"
97'
-
9
"
9
8
'
-
0
"
9
8
'
-
0
"
9
8
'
-
0
"
9
8
'
-
3
"
9
7
'
-
6
"
9
7
'
-
9
"
9
8
'
-
0
"
9
7
'
-
6
"
9
7
'
-
9
"
9
8
'
-
0
"
9
7
'
-
3
"
97
'
-
6
"
97
'
-
6
"
9
7
'
-
6
"
97
'
-
9
"
97'
-
9
"
9
8
'
-
0
"
9
8
'
-
0
"
9
8
'
-
0
"
9
8
'
-
3
"
Historic ash pit
Existing garage
2.1%
3.1%
1.1%
Existing House
FF 4974.5
Arch 100.75
Blue dashed line is
10' offset from ADU
foundation
Historic ash pit
Blue dashed line is
10' offset from ADU
foundation
Setbacks
Parking
Existing House
FF 4974.5
Arch 100.75
ADU
Arch 100' - 0"
=
Civil 4973.75
T.O. Foundation = 98' - 9"
5.
0
%
5.0%
1.1%
2.1%
Historic ash pit
Setbacks
Parking (e) Garage to be
demo'd
Existing House
FF 4974.5
Arch 100.75
Blue dashed line is
10' offset from ADU
foundation
Blue dashed line is
10' offset from ADU
foundation
ADU
Arch 100' - 0"
=
Civil 4973.75
T.O. Foundation = 98' - 9"
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
0
4
0
5
|
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bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
i
s
s
c
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i
s
3
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2
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2
5
9
:
5
0
:
5
3
A
M C1.01
C1.01
Grading & Drainage Plans
He
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42
6
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.
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.
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5
2
4
Pr
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N
u
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b
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:
4
2
6
Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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e
H
e
r
r
1" = 10'-0"1 Grading - Existing
1" = 10'-0"2 Grading - Proposed
1" = 10'-0"3 Grading - Overlay
N
CONTOURS ARE AT 3" INTERVALS. ADU T.O. Subfloor = Architectural 100' - 0" = Civil 4973.75
1 2025.10.15 Rd1 Revisions
Existing House
1,385sf house & porches
Paths and patio are historic
existing flagstone with open
joints, 761 s.f.
New ADU
1,084sf ADU & porches
New path to match existing
flagstone with open joints, 486 s.f.
Gravel parking area and access,
432 s.f.
Parking access from edge of alley
asphalt to parking area
Existing House
1,385sf house & porches
Existing Garage to be removed
287sf
Paths and patio are historic
existing flagstone with open
joints, 761 s.f.
Portion of historic existing
flagstone with open joints to be
removed, 32 s.f.
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
0
4
0
5
|
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bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
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s
c
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5
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:
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A
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C1.02
Site Areas
He
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2
6
Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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1 2025.10.15 Rd1 Revisions
N
CONTOURS ARE AT 3" INTERVALS. ADU T.O. Subfloor = Architectural 100' - 0" = Civil 4973.75
1/16" = 1'-0"2 Site Areas Proposed
1/16" = 1'-0"1 Site Areas Existing
1.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG
RIVERSIDE AVENUE AND WHEDBEE STREET, AND MAY ALSO ENCROACH ONTO
THE PRIVATE PROPERTY PORTION OF THIS DEVELOPMENT. ANY IRRIGATION
LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED,
DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY. CITY OF FORT COLLINS PARKS
DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY IF ANY TREES, SHRUBS, OR
IRRIGATION IS DAMAGED BY CONSTRUCTION. ANY DAMAGE SHALL BE
REPAIRED/REPLACED BY THE CONTRACTOR AT THE DIRECTION OF THE PARKS
DEPARTMENT.
Proposed
ADU
Existing House
Rive
r
s
i
d
e
A
v
e
.
Arter
i
a
l
E Oak St.
Local
Alley
UG Electrical
Utility pole
Fire hydrant
M
UG Communcation
OH Communication
UG Sanitary Sewer (proposed)
UG Sanitary Sewer
UG Domestic Water
UG Electrical (proposed)
M
UG Domesitic Water (proposed)
Construction Toilet
(e) Fence
Construction
fence around
historic ash pit
Existing House
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
0
4
0
5
|
w
w
w
.
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5
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8
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,
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8
0
3
0
2
a
2
1
bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
i
s
s
c
a
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e
i
s
3
"
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/
2
2
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0
2
5
9
:
5
0
:
5
4
A
M C2.01
C2.01
Logistics Plans
He
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A
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42
6
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.
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8
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2
4
Pr
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:
4
2
6
Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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H
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N
1 2025.10.15 Rd1 Revisions
Irrigation Note
1/16" = 1'-0"1 Utility Diagram
1/16" = 1'-0"2 Construction Logistics Plan
Proposed
ADU
912sf GFA
Existing House
2,036sf GFA
2 Stories
Rive
r
s
i
d
e
A
v
e
.
Arter
i
a
l
E Oak St.
Local
Wh
e
d
b
e
e
S
t
.
Lo
c
a
l
Owner:500 East Oak LLC
Address:500 E. Oak St.
Zoning:Downtown
Occupancy:B
Owner:Humpal Jason / Linda J
Address:202 Whedbee St.
Zoning:Old Town District, Medium
Occupancy:R-3
Owner:Two Rivers Church Fort Collins Inc.
Address:201 Whedbee St.
Zoning:Old Town District, Medium
Occupancy:A
Owner:Oak Street Times LLC
Address:415 E. Oak St.
Zoning:Old Town District, Medium
Occupancy:R-3
15
0
'
-
0
"
150' - 0"150' - 0"
15
0
'
-
0
"
Alley
Ow
n
e
r
:
An
d
e
r
s
o
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R
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a
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d
C
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a
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Owner:Opsand-NMcchesney Rentals
Address:123 Riverside Ave.
Zoning:Downtown
Occupancy:R-3
Existing stone path
House back porch / door
House front porch / door
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15'
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Side Street Setback Required
15' - 0"
Side Interior Setback Required
5' - 0"
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Note: See ISP for
topographic information
2 Offstreet Parking Spaces
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Utility pole
Fire hydrant
N 89d 55' 41" W 100.00'
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S 89d 55' 42" E 47.19'
N
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5
9
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W
1
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Garage to be
demolished
Historic
ash pit
Wood fence
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:
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Walk
connection to
sidewalk
ADU address
ADU back
porch / door
ADU front
porch / door Outside edge of curb
Sidewalk
Sidewalk
Outside edge of curb
Street trees
1.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG
RIVERSIDE AVENUE AND WHEDBEE STREET, AND MAY ALSO ENCROACH ONTO
THE PRIVATE PROPERTY PORTION OF THIS DEVELOPMENT. ANY IRRIGATION
LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED,
DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY. CITY OF FORT COLLINS PARKS
DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY IF ANY TREES, SHRUBS, OR
IRRIGATION IS DAMAGED BY CONSTRUCTION. ANY DAMAGE SHALL BE
REPAIRED/REPLACED BY THE CONTRACTOR AT THE DIRECTION OF THE PARKS
DEPARTMENT.
Rear 1/2 of lot is 8,258sf
8,258sf * 0.33 allowed FAR = 2,725sf Proposed FAR is less than
allowed.
Total lot is 17,762sf which is greater than the NCB minimum of 10,000sf.
Building footprint is 912sf.
Building
footprint
shown in
gray
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
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4
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5
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w
w
w
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2
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2
1
bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
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3
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A
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A1.00
Site Plans
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:
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2
6
Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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N
1" = 30'-0"1 Site Plan
Irrigation Note
1/16" = 1'-0"2 Site Area Calculations
1 2025.10.15 Rd1 Revisions
22
B
B
33
5 5
A
A
6 6
4 4
C
C
D
D
11
7 7
1A3.01
2A3.01
1A3.02
2A3.02
Setback
23.41
22.15
22.13
13' - 10"18' - 2 1/2"4' - 0"
36' - 0 1/2"
13' - 10"18' - 2 1/2"4' - 0"
36' - 0 1/2"
7 3/4"12' - 6 1/2"7 3/4"
7 3/4"12' - 6 1/2"7 3/4"
5'
-
6
"
30
'
-
0
"
5'
-
6
"
3'
-
1
1
"
12
'
-
1
"
12
'
-
1
"
1'
-
1
1
"
30
'
-
0
"
5'
-
4
1
/
4
"
5'
-
4
1
/
4
"
22
B
B
33
5 5
A
A
6 6
4 4
C
C
D
D
11
7 7
1A3.01
2A3.01
1A3.02
2A3.02
Setback
13' - 10"18' - 2 1/2"4' - 0"
36' - 0 1/2"
13' - 10"18' - 2 1/2"4' - 0"
36' - 0 1/2"
5'
-
6
"
30
'
-
0
"
5'
-
6
"
3'
-
1
1
"
12
'
-
1
"
12
'
-
1
"
1'
-
1
1
"
5'
-
6
"
30
'
-
0
"
5'
-
6
"
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
0
4
0
5
|
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w
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3
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2
1
bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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A
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A1.01
Plans
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2
6
Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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Keynote Legend
Key Value Keynote Text
22.13 Electric tank water heater
22.15 Macerator ejector pump
23.41 Air handler
N
1/4" = 1'-0"1 01 Lower Floor Plan
1/4" = 1'-0"2 02 Main Floor Plan
22
B
B
33
5 5
A
A
6 6
4 4
C
C
D
D
11
7 7
12" / 12"12" / 12"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
3" / 12"
3"
/
1
2
"
3" / 12"
3" / 12"
3" / 12"
3"
/
1
2
"
07.31
07.63
07.63
07.63
07.31
912 SF
ADU
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
0
4
0
5
|
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8
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3
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2
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2
1
bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
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3
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A
M A1.02
A1.02
Roof and Area Plans
He
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42
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2
6
Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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H
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Keynote Legend
Key Value Keynote Text
07.31 Asphalt shingle roof
07.63 Gutter, 5" K style, standard color
1/4" = 1'-0"1 03 Roof Plan
N
1/8" = 1'-0"2 01 ADU Area
Main T.O. Subfloor
100' - 0"
Main T.O. Subfloor
100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.89' - 6 1/2"B.O. Fndn.89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
07.42
07.45
07.41
07.64
07.43
07.31
07.64
07.51
07.41
07.63
Main T.O. Subfloor
100' - 0"
Main T.O. Subfloor
100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.89' - 6 1/2"B.O. Fndn.89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
07.31
07.42
07.43
07.31
07.63
07.64
07.41
07.51
07.42
Main T.O. Subfloor100' - 0"Main T.O. Subfloor100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.
89' - 6 1/2"
B.O. Fndn.
89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
07.42
07.45
07.64
06.04
07.41
07.51
07.31
07.31
07.63
07.64
07.41
Main T.O. Subfloor100' - 0"Main T.O. Subfloor100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.89' - 6 1/2"B.O. Fndn.89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
07.31
07.31
07.63
06.04
07.41 07.51
06.04
07.63
07.31
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
0
4
0
5
|
w
w
w
.
c
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c
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bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
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3
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A
M A2.01
A2.01
Elevations
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2
6
Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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Keynote Legend
Key Value Keynote Text
06.04 4x4 Column, painted
07.31 Asphalt shingle roof
07.41 Cementitious lap siding, 6" exposure, painted
07.42 Cementitious 4/4 x 8 fascia, painted
07.43 Cementitious 4/4 x 4 corner board, painted
07.45 Cementitious 4/4 x 8 gable frieze board, painted
07.51 Cementitious window trim, 6/4 sill, 4/4 x 4 jamb casing, 6/4 x 1 parting stop, 5/4 x 6 head casing, 6/4
x2 drip cap, all painted
07.63 Gutter, 5" K style, standard color
07.64 Downspout, 2" x 3" corrugated, standard color
1/4" = 1'-0"1 South
1/4" = 1'-0"3 East
1/4" = 1'-0"2 North
1/4" = 1'-0"4 West
Height Actual116' - 10 3/4"Height Actual116' - 10 3/4"
Main T.O. Subfloor100' - 0"Main T.O. Subfloor100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.89' - 6 1/2"B.O. Fndn.89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
23564 17
Truss111' - 10 1/2"Truss111' - 10 1/2"
1A3.02 2A3.02
Height Actual116' - 10 3/4"Height Actual116' - 10 3/4"
Main T.O. Subfloor100' - 0"Main T.O. Subfloor100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.89' - 6 1/2"B.O. Fndn.89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
2 3 5 641 7
Truss111' - 10 1/2"Truss111' - 10 1/2"
1A3.022A3.02
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
3
2
4
7
0
4
0
5
|
w
w
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.
c
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bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
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A3.01
Sections - Transverse
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Project Issue Date: 2025.08.11
Project Status: FDP
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Keynote Legend
Key Value Keynote Text
1/4" = 1'-0"1 Cut N/S @ Stairs
1/4" = 1'-0"2 Cut N/S @ Porches
Height Actual116' - 10 3/4"Height Actual116' - 10 3/4"
Main T.O. Subfloor100' - 0"Main T.O. Subfloor100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.89' - 6 1/2"B.O. Fndn.89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
BA C D
Truss111' - 10 1/2"Truss111' - 10 1/2"
1A3.012A3.01
Height Actual116' - 10 3/4"Height Actual116' - 10 3/4"
Main T.O. Subfloor100' - 0"Main T.O. Subfloor100' - 0"T.O. Fndn.98' - 10 1/2"T.O. Fndn.98' - 10 1/2"
Main T.O. Plate109' - 0"Main T.O. Plate109' - 0"
B.O. Fndn.89' - 6 1/2"B.O. Fndn.89' - 6 1/2"
Lower T.O. Slab89' - 10 1/2"Lower T.O. Slab89' - 10 1/2"
BA C D
Truss111' - 10 1/2"Truss111' - 10 1/2"
1A3.012A3.01
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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A
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A3.02
Sections
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Project Issue Date: 2025.08.11
Project Status: FDP
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1/4" = 1'-0"1 Cut E/W @ Stairs
1/4" = 1'-0"2 Cut E/W @ Hall
Keynote Legend
Key Value Keynote Text
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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A9.01
3D Views
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Project Issue Date: 2025.08.11
Project Status: FDP
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1 Alley Side NW
3 Alley Side NE
2 Backyard Side SW
4 Backyard Side SE
South (Front / Oak)East (Side / Whedbee)North (Backyard)West (Side / Interior Lot Line)
South (Front / Oak)South (Front / Oak)Southeast (Corner of Oak and Whedbee)
East (Side / Whedbee)Southeast (Corner of Oak and Whedbee)
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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A9.11
Existing House
Photographs
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Project Issue Date: 2025.08.11
Project Status: FDP
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1 Existing House Photographs
2 Street View Existing House Images
Front Bay Window in-plane siding, 5" exposure East Side lap siding, 5" exposure North Side lap siding, 5" exposure
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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A9.12
Existing Siding Exposure
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Project Issue Date: 2025.08.11
Project Status: FDP
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1 Existing Siding Exposures