HomeMy WebLinkAboutPrecision Technology - Filed DCP-DEV. CONSTRUCTION PERMIT -
City of Fort Collins, Colorado
DEVELOPMENT CONSTRUCTION PERMIT
Permit Number: 21-11 Issuance Date:
Project Name: Precision Technology
Project AKA: Lot 2, Harmony Technology Park Fifth Filing
Project Location: north side of Precision Drive, west of Lady Moon Drive
Permittee: William Coulson, Precision Technology, LLC
City and developer contacts: See attached Exhibit ‘A’ for names and phone numbers of all
contact persons for this project.
Fees: Permit Application Fee $ 400.00
Construction Inspection Fee $ 7,480.92
Pavement Impact Fee – excavation permit $ 1,593.80
Total amount (paid) $ 9,474.72
Development Bond or other approved security:
Amount of security deposited with the City to guarantee the completion of all public
improvements to be constructed as shown on the approved plans for the development.
$ 251,343.31
Form of security deposited with the City: Letter of Credit Verus Bank of Commerce
PERFORMANCE REQUIREMENTS OF THIS PERMIT:
1. The Permittee shall be responsible to require their Project Engineer to incorporate into all design
drawings and specifications the certification of all materials testing by an Engineer. The Permittee
shall have an Engineer prepare revised design drawings and secure City approval for all revisions
to the Utility Plans and related documents. The Permittee shall have an Engineer represent, as
required by the City in the Development Agreement, that the improvements are constructed in
conformance with the approved Utility Plans and the standards and specifications of the City. The
Permittee shall provide “as-constructed” plans prepared by an Engineer prior to the City’s
acceptance of the constructed public improvements. (All references above to the terms “Project
Engineer” and “Engineer” shall mean a Professional Engineer licensed in Colorado.)
2. All contractors who perform work on this project must be bonded and licensed in conformance
with City requirements.
3. Construction time restrictions: N/A
4/2/2021
4. The applicant understands that additional permits may be required for this development project
and the applicant shall secure those permits directly from the issuing departments.
5. This permit, along with a complete set of all approved plans and documents for this project
(utility plans, site plan, landscape plan, development agreement, soils report, pavement design,
traffic study, drainage report, plat easements and any other official documents), shall be kept on
the development site available for use by City staff doing inspections.
6. Permit Expiration (in accordance with Section 2.6.3(K) of the Land Use Code, whichever is
applicable):
a. If construction has not begun within sixty (60) days from the date of issuance of this
permit, this permit shall expire and the applicant will forfeit the permit fee paid for this
permit, whereupon the applicant must re-apply for a new permit.
b. In addition, this permit shall expire one year from the date of issuance. The applicant
may apply for an extension by reapplication at least two weeks prior to the expiration date.
Such application shall contain information sufficient to justify the granting of the
extension. An extension may be granted for up to six months.
7. Building permits and certificates of occupancy will only be issued when all conditions
contained in the Development Agreement and Sections 3.3.2(C) and (D) of the Land Use Code are
met. If the Development Agreement does not specify times for completion of public
improvements, or if there is no Development Agreement, then the improvement requirements
specified in Section 24-95 of the City Code shall apply, which provides that construction of all
improvements shall be required prior to the time of issuance of the first building permit.
8. Acceptance by the City of the public improvements shall be after (1) final inspection has been
conducted by the City; (2) punch list items from the final inspection are completed and accepted
by the City; and (3) required certifications from the licensed professional engineer that
improvements are completed to City standards, specifications and approved Utility Plans; and the
“as-constructed” plans have been received and accepted by the City.
9. The warranty on street improvements is for five (5) years from the date of acceptance by the
City of the completed improvements, in accordance with Sections 2.2.3(C)(3)(g), 3.3.1(C)(2), and
3.3.2(C) of the Land Use Code, as applicable.
10. The City Erosion Control Inspector must be notified at least twenty-four (24) hours prior to
any construction activities on this project. All required perimeter silt fencing and other
erosion/sediment control best management practices (BMPs) that can be installed prior to
construction must be in place and inspected by the City Erosion Control Inspector before any land
disturbing activity begins. The applicant also understands that at no time pollutants, especially dirt,
are allowed to leave the construction site (either by drainage, wind, or track out) and that the
applicant shall immediately address and correct the issue regardless of being formally directed by
the City.
11. City of Fort Collins Traffic Operations must be notified prior to the installation of permanent
traffic signing, symbols and striping. The developer shall place temporary tabs or tape, and/or set
up a field meeting for review and approval prior to installation.
12. A permit must be obtained from the City Forester before any trees or shrubs as noted on the
approved plans are planted, pruned, or removed in public right-of-way. This includes the area
between the sidewalk and curb, medians, and other city property. This permit from the City
Forester shall approve the location and species to be planted. Failure to obtain this permit is a
violation of the City of Fort Collins Municipal Code subject to citation (Section 27-31) and may
also result in replacing or relocation trees and a hold on the issuance of a certificate of occupancy.
13. All tree pruning and removal on the Property must be done by an arborist licensed by the City
of Fort Collins and the name of such arborist shall be provided to the City Forestry Division prior
to any pruning or removal commencing. A list of licensed arborists is maintained by the City
Forestry Division and is available upon request or at fcgov.com/forestry. The use of heavy
construction equipment, including but not limited to excavators, backhoes, and bulldozers, to
remove trees is not allowed without prior Forestry Division written permission.
14. Tree protection must be installed around all trees that are shown to be preserved and protected
on the Final Development Plan Documents and an arborist licensed by the City of Fort Collins
must provide written confirmation to the City that such tree protection has been installed. Required
tree protection measures are set forth in City Code Section 3.2.1(G) and include, but are not limited
to, the requirement that a minimum 4 foot high barrier be erected no closer than six (6) feet from
the trunk or one-half (½) the length to the drip line (i.e. the canopy edge), whichever is greater.
14. Prior to landscape work commencing on the Property, the Developer shall schedule a meeting
between City Forestry Division staff and the landscapers who will perform the work.
15. Tree protection must be maintained throughout the duration of construction activities on the
Property. At any time during construction, and upon City Forestry Division written notice that
tree protection is not adequate for one or more trees, the Developer shall cease construction
activities adjacent to such tree or trees until required tree protection measures are in place to the
satisfaction of the City Forestry Division.
16. No work (including grading) shall be started in State Highway right-of-way until a permit is
issued by the Colorado Department of Transportation to allow such work to begin.
17. Other conditions: N/A
Permittee’s acknowledgment signature:
By signing this permit, I acknowledge that I am acting with the knowledge, consent, and authority
of the owners of the property (including all owners having legal or equitable interest in the real
property, as defined in Section 1-2 of the City Code; and including common areas legally connected
to or associated with the property which is the subject of this application) without whose consent and
authority the requested action could not lawfully be accomplished. Pursuant to said authority, I hereby
permit City officials to enter upon the property for purposes of inspection and, if necessary, to enter
upon such property to perform work required of the applicant if the applicant were to fail to perform
the required work. I also acknowledge that I have read this permit document with all its requirements
and conditions, and I agree to all of the terms and conditions so stated in this permit.
Applicant/Project Manager’s Signature: ____________________________ Date: ____________
Approval for issuance:
City Engineer Approval: __________________________Date: __________________________
(Permit Issuance Date)
4/1/2021
4/2/2021
EXHIBIT ‘A’
DEVELOPMENT PROJECT CONTACT PERSONS
Project Name: Precision Technology
Name, address and numbers
City Staff Contact Persons:
Development Engineer: Marc Virata
281 N. College Avenue, Fort Collins, CO 80524
(970) 221-6567, mvirata@fcgov.com
Construction Inspector: Jason Martin
281 N. College Avenue, Fort Collins, CO 80524
(970) 416-2779, jmartin@fcgov.com
Stormwater Engineering: Wes Lamarque
700 Wood Street, Fort Collins, CO 80521
(970) 416-2418, wlamarque@fcgov.com
Erosion Control Inspector: Jesse Schlam
700 Wood Street, Fort Collins, CO 80521
(970) 224-6700, jschlam@fcgov.com
Natural Resources: Kelly Smith
281 N. College Avenue, Fort Collins, CO 80524
(970) 224-6189, ksmith@fcgov.com
Traffic Operations: Steve Gilchrist
626 Linden Street, Fort Collins, CO 80524
(970) 224-6175, sgilchrist@fcgov.com
Street closures: Tom Utech
626 Linden Street, Fort Collins, CO 80524
(970) 221-6815, tutech@fcgov.com
Forestry: Molly Roche
413 S. Bryan Avenue, Fort Collins, CO 80521
(224) 616-1992, mroche@fcgov.com
Light and Power: Austin Kreager
700 Wood Street, Fort Collins, CO 80521
(970) 416-2772, akreager@fcgov.com
Developer’s Contact Persons:
Owner/ Developer/ William and Marcia Coulson
Project Manager/Permittee/ Precision Technology, LLC
General Contractor: 224 Canyon Ave
Fort Collins, CO 80521
(970) 222-7499 Office
William.coulson@coulsondevelopment.com
Project Engineer: Nate Stroud
United Civil Design Group
19 Old Town Square Suite 238
Fort Collins, CO 80524
(970) 530-4040
Nate.stroud@unitedcivil.com
Project Architect/Planner: Jeff Errett
The Architect’s Studio
405 Mason Court, Suite 115A
Fort Collins, CO 80524
(970) 482-8125
je@the-architects-studio.com
PROJECT NAME:
DATE:
LF 0 $0.00 $0.00 $2.25 $0.00
EACH 0 $0.00 $0.00 $170.00 $0.00
EACH 0 $850.00 $0.00 $150.00 $0.00
EACH 1 $1,200.00 $1,200.00 $230.00 $230.00
Sanitary Sewer Inspection Fees $230.00
LF 420 $15.00 $6,300.00 $2.45 $1,029.00
EACH 3 $3,200.00 $9,600.00 $255.00 $765.00
EACH 1 $5,800.00 $5,800.00 $150.00 $150.00
EACH 3 $600.00 $1,800.00 $105.00 $315.00
EACH 17 $600.00 $10,200.00 $85.00 $1,445.00
EACH 0 $0.00 $0.00 $130.00 $0.00
EACH 0 $0.00 $0.00 $130.00 $0.00
EACH 1 $1,500.00 $1,500.00 $130.00 $130.00
EACH 0 $0.00 $0.00 $400.00 $0.00
EACH 0 $0.00 $0.00 $400.00 $0.00
EACH 1 $6,100.00 $6,100.00 $255.00 $255.00
LF 251 $30.00 $7,530.00 $2.45 $614.95
EACH 3 $500.00 $1,500.00 $85.00 $255.00
Water Inspection Fees $4,958.95
LF 0 $55.00 $0.00 $1.50 $0.00
LF 0 $0.00 $0.00 $2.95 $0.00
LF 0 $1,050.00 $0.00 $2.95 $0.00
EACH 0 $0.00 $0.00 $230.00 $0.00
EACH 0 $3,460.00 $0.00 $230.00 $0.00
EACH 0 $2,900.00 $0.00 $170.00 $0.00
Public Storm Inspection Fees $0.00
LS 1 $168,308.00 $168,308.00
SY 78 $28.00 $2,190.22 $2.55 $199.47
SY 0 $90.00 $0.00 $2.55 $0.00
LF 0 $0.00 $0.00 $2.55 $0.00
LF 583 $25.00 $14,583.33 $2.55 $1,487.50
EACH 2 $750.00 $1,500.00 $100.00 $200.00
SY 0 $0.00 $0.00 $0.65 $0.00
SY 0 $0.00 $0.00 $1.40 $0.00
SY 0 $0.00 $0.00 $2.55 $0.00
SY 56 $90.00 $5,040.00 $1.40 $78.40
LF 0 $0.00 $0.00 $2.95 $0.00
LF 0 $0.00 $0.00 $2.30 $0.00
LF 0 $0.00 $0.00 $2.30 $0.00
LF 142 $4.00 $568.00 $2.30 $326.60
Street System Inspection Fees $2,291.97
LS 1 $45.00 $45.00
EACH 0 $0.00 $0.00 $30.00 $0.00
LF 0 $0.00 $0.00 $0.40 $0.00
SF 704 $1,548.80
Pavement Age 7 Excavation Permit Fees $1,593.80
TOTAL INSPECTION FEES $9,074.72
$234,689.56
Precision Technology
Friday, March 26, 2021
DESCRIPTION
(ALL PUBLIC & APPLICABLE PRIVATE* IMPROVEMENTS)
UNIT OF
MEASURE
ESTIMATED
QUANTITY
(PROVIDED BY PROJECT
ENGINEER)
INFRASTRUCTURE
CONSTRUCTION COST
PER UNIT
(COST ESTMATE APPROVED BY THE
CITY)
TOTAL ESTIMATED
INFASTRUCTURE COST
INSPECTION FEE PER
UNIT
(SET BY THE CITY)
TOTAL INSPECTION FEE
Sanitary Sewer System
Sewer Main
Sewer Manhole
Sewer Service Line Stub
Sewer Main Connection/Disconnect
Water System
Water Main
Water Connection/Disconnect
Water Service Line Stub
Water Valves
Water Fitting (Bend/Tee/Cross)
Water Meter Pit (3/4" )
Water Meter Pit (1")
Water Meter Pit (1 1/2")
Water Meter Pit (2" )
Water Meter Pit (3" )
Water Fire Hydrant
Water Main (Fire Line)*
Fire Line Fitting (Bend/Tee/Cross)*
Public Storm Sewer System
Storm Reinforced Concrete Pipe
Box Culvert
Storm Concrete Headwall/Wing Walls
Storm Chase
Storm Inlet All Types
Storm Manhole
Street System & Trenching
Grading
Asphalt Pavement
Concrete Pavement
Curb & Gutter
Sidewalk**
Pedestrian Ramps
Fire Access Grass Crete
Apron
Gutter Cross Pan
Drive Approach
Retaining Wall (Concrete, Masonry, Stone)
Trench - Storm
Trench - Sewer
Trench - Water
* PRIVATE IMPROVEMENTS REQUIRING CITY INSPECTIONS WILL NEED TO BE INCLUDED. HOWEVER PRIVATE IMPROVEMENTS WILL NOT BE INCLUDED IN THE TOTAL
INFRASTRUCTURE COST FOR BONDING
** INCREASE SIDEWALK LENGTH FOR ANY SIDEWALKS WIDER THAN 4.5' IN WIDTH. STANDARD SIDEWALK INSPECTION FEE WIDTH IS 4.5'
Excavation Permit
Application
Potholing
Boring
Pavement Impact Fees - Precision Dr 2015
TOTAL PUBLIC INFRASTRUCTURE COST
Approved - COFC
Engineering
03/26/2021 JMARTIN
Subdivision: Precision Technology Date: 3/31/2021
Attendee Company/ Title (as it pertains to the Project)Phone Number Email
1 Greta Brooks City of Fort Collins/ Engineering Dev Rev 970-221-6794 gbrooks@fcgov.com
2 Marc Virata City of Fort Collins/ Dev Rev Engineer 970-221-6567 mvirata@fcgov.com
3 Jim McChesney COFC/ Water Utility Inspector 970-556-8179 jmcchesney@fcgov.com
4 Jason Martin COFC/ Engineering 970-416-2779 jmartin@fcgov.com
5 Linda Hardin COFC/ Waste Reduction and Recycling Team 970-416-2701 lhardin@fcgov.com
6 Jason Komes COFC/ Air Quality Team 970-416-4235 jkomes@fcgov.com
7 Martha Cruse COFC/ Erosion Control 970-632-8366 mcruse@fcgov.com
8 Todd Sullivan COFC/ Dev Rev Coordinator 970-221-6695 tsullivan@fcgov.com
9 Bill Coulson Coulson Development 970-222-7499 william.coulson@coulsondevelopment.com
10 Nate Stroud United Civil Design Group 307-248-1282 nate.stroud@unitedcivil.com
11 Austin Kreager COFC/ L&P 970-224-6152 kreager@fcgov.com
12 Tom Mclaughlan Coulson Excavating 970-685-7660 tom@coulsonex.com
13 Wes Lemarque COFC/ Utilities 970-416-2418 wamarque@fcgov.com
14 Greg Kimble PFA 970-556-1773 gregory.kimble@poudre-fire.org
Development Construction Permit Meeting
PROPERTY CORNERN:1432215.92E:3136472.74BUILDING CORNERN:1432578.05E:3135943.665' SIDEWALKSTRUCTURAL WALL (SEE STRUCTURAL PLANS)EXISTING SIDEWALKPAVEMENT PATCH6' SIDEWALKCONNECT TO EXISTING SIDEWALKPROPERTY CORNERN:1432622.08E:3135916.04PROPERTY CORNERN:1432623.05E:3136459.80BICYCLEPARKINGADA RAMPPROPOSED STEPLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGPRECISION DRIVELOT LINELOT LINELOT LINELOT LINE9' UTILITY EASEMENT64' ROW30' UTILITY & DRAINAGE EASEMENT45' UTILITY & DRAINAGEEASEMENTEXISTING CURB & GUTTERN00° 06' 08"W 297.36'N89° 53' 52"E 543.76'S01° 49' 13"E 199.84'S01° 49' 13"E 207.50'S88° 10' 47"W 62.97'L=176.73'R=577.00'∆=17.55°N74° 16' 17"W 314.89'L=15.93' R=643.00'∆=1.42°PROPERTY CORNERN:1432423.31E:3136466.15EXISTING SIDEWALKPROPERTY CORNERN:1432324.72E:3135916.57PROPERTY CORNERN:1432213.73E:3136402.20PROPERTY CORNERN:1432235.23E:3136235.06PROPERTY CORNERN:1432320.59E:3135931.96ADA RAMPADA RAMPADA RAMPADA RAMPADA RAMPADA RAMPBUILDING CORNERN:1432362.88E:3135944.04BUILDING CORNERN:1432554.70E:3136311.70BUILDING CORNERN:1432284.86E:3136351.60PROPOSED STAIRSCONNECT TO EXISTING SIDEWALKEXISTING CURB & GUTTER10.59'5' SIDEWALK6' SIDEWALK17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)17' (TYP.)9' (TYP.)24' FL - FLBIORETENTION POND1.5' SPILL C&G1.5' CATCH C&G1.5' SPILL C&G1.5' CATCH C&G1.5' SPILL C&G1.5' CATCH C&G8'5'8'8'8'DRAINAGE SWALE24' FL - FLTRENCH DRAIN(SEE NOTE 13)LOADING DOCK AREASTRUCTURAL WALL (SEE STRUCTURAL PLANS)LANDSCAPE WALL (SEE GRADING & LANDSCAPE PLANS)CRUSHER FINES TRAIL TO CONNECT TO EXISTINGTRAIL AT TIME OF PROJECT CONSTRUCTION2TC34TC33111144425.54'5.66'5.42'5.48'5.09'LANDSCAPE EDGER(SEE LANDSCAPE PLANS)6" CURB6" CURB6" CURB6" CURB6" CURB6" CURBDEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)DEPRESSED LANDSCAPE AREA(SEE GRADING PLANS AND LANDSCAPE PLANS)PROPOSED BUILDIINGFFE = 4916.505'5'DRAINAGE EASEMENT24' EMERGENCYACCESS EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTDRAINAGE EASEMENTOFFSITE EMERGENCYACCESS EASEMENTEXISTING 24' EMERGENCYACCESS EASEMENTPROPOSED TYPE III DRIVEWAY APPROACHPER LCUASS DETAIL 707.120' UTILITY EASEMENTCURB CUTPROPOSED FIRE HYDRANT24' EMERGENCY ACCESS EASEMENTTRANSFORMER PADCURB CUTCURB CUT444CONCRETE COLLAR2' CONCRETE PANCONCRETE PAN TO TRANSITION FROMFES TO EXISTING CURB & GUTTER2' CONCRETE PANCONCRETE COLLAR2' SIDEWALK CHASE2' SIDEWALK CHASE2' SIDEWALK CHASE4444445STORM INLET (TYP.)CONCRETE PATIOSTORM INLET (TYP.)C1L1C2L2L3C3L4C4C5C6L5L6L7C7C8C9L8C10L9C11C12L10C13L11C14L12L13L14C15L15C16C17L16C18L17L18L19C19L20C20L21L22C21L23C22L24C23L25L26L27C24L28C25L29L30L31C26L32C27C28L33L34BOLLARD (TYP.)2' CONCRETE PANPOND OUTLET STRUCTURE2' SIDEWALK CHASEHEAVY DUTY PAVEMENTTRANSITION FROM SERVICE DRIVE TO HEAVY DUTY PAVEMENT SECTIONTRANSITION FROM SERVICE DRIVE TO HEAVY DUTY PAVEMENT SECTIONCURB CUT W/ CONCRETE ANDCOBBLESTONE PAD (TYP.) (SEE DETAILS)4' LANDINGLine TableLINEL1L2L3L4L5L6L7L8L9L10L11L12LENGTH30.30'12.00'64.42'14.01'14.00'90.00'13.46'17.35'461.57'12.72'31.77'12.00'BEARINGN05°53'52.12"ES84°06'07.88"EN05°53'52.12"EN88°48'02.23"WN89°53'52.12"EN00°06'07.88"WS89°53'52.12"WN01°49'12.88"WS89°53'52.12"WN89°55'26.46"EN05°53'52.12"EN84°06'07.88"WLine TableLINEL13L14L15L16L17L18L19L20L21L22L23L24LENGTH54.00'12.00'8.79'11.88'1.91'90.00'14.00'3.91'14.00'12.46'2.09'23.01'BEARINGN05°53'52.12"ES84°06'07.88"EN05°53'52.12"ES89°53'52.12"WN00°06'07.88"WN00°06'07.88"WN89°53'52.12"EN00°06'07.88"WS89°53'52.12"WN89°53'52.12"EN00°06'07.88"WS89°53'52.12"WLine TableLINEL25L26L27L28L29L30L31L32L33L34LENGTH14.00'121.00'14.00'18.00'14.00'90.00'14.00'175.28'11.55'3.00'BEARINGS00°06'07.88"ES89°53'52.12"WN00°06'07.88"WS89°53'52.12"WS00°06'07.88"ES89°53'52.12"WN00°06'07.88"WS89°53'52.13"WN89°52'17.78"ES00°07'18.49"ECurve TableCURVEC1C2C3C4C5C6C7C8C9C10C11C12DELTA97°40'20"90°00'00"4°41'54"89°27'16"0°33'29"89°48'08"103°32'01"30°46'44"46°01'50"88°16'55"70°03'25"109°58'09"RADIUS15.00'5.00'329.00'3.00'312.00'3.00'3.00'50.00'75.00'75.00'25.00'3.00'LENGTH25.57'7.85'26.98'4.68'3.04'4.70'5.42'26.86'60.25'115.56'30.57'5.76'BEARINGN42°56'18"WN50°53'52"EN03°32'55"EN44°04'24"WN00°22'29"EN44°59'48"EN38°20'08"WN28°49'15"EN21°11'42"EN45°57'40"WN55°04'25"WN34°56'22"ECHORD22.58'7.07'26.97'4.22'3.04'4.24'4.71'26.54'58.65'104.46'28.70'4.91'Curve TableCURVEC13C14C15C16C17C18C19C20C21C22C23C24DELTA87°42'03"90°00'00"90°00'00"4°09'35"91°50'25"0°51'51"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"RADIUS15.00'5.00'5.00'288.00'5.00'271.00'3.00'10.00'10.00'25.00'3.00'3.00'LENGTH22.96'7.85'7.85'20.91'8.01'4.09'4.71'15.71'15.71'39.27'4.71'4.71'BEARINGN49°44'54"EN39°06'08"WN50°53'52"EN03°49'04"EN44°10'56"WN00°19'48"EN44°53'52"EN45°06'08"WN44°53'52"EN45°06'08"WS44°53'52"WN45°06'08"WCHORD20.78'7.07'7.07'20.90'7.18'4.09'4.24'14.14'14.14'35.36'4.24'4.24'Curve TableCURVEC25C26C27C28DELTA90°00'00"90°00'00"48°12'55"131°48'40"RADIUS3.00'3.00'50.00'5.00'LENGTH4.71'4.71'42.08'11.50'BEARINGS44°53'52"WN45°06'08"WS65°47'25"WS24°13'22"ECHORD4.24'4.24'40.85'9.13'PRECISION TECHNOLOGY LLC3/23/2021U20015PRECISION TECHNOLOGYC2.0028HORIZONTAL CONTROL PLAN0 30' 60'SCALE: 1" = 30'15'PREPARED FOR:DATE SUBMITTED:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.CAUTIONCIVIL ENGINEERING & CONSULTING19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com3-23-20213-23-20215CATCH CURB & GUTTERSPILL CURB & GUTTERSIDEWALK CHASESIDEWALK/TRAILCONCRETE PANSIGNPARKING STALL STRIPINGHANDICAP PARKING STALLDETECTABLE WARNINGBOLLARDSASPHALT PAVEMENTSERVICE DRIVE PAVEMENT SECTIONLIGHT POLETCTRANSITION CURB FROMINFLOW TO OUTFLOW CURBLEGENDNOTES1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS.LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTSOUTSIDE FACE OF WALL AS PROVIDED BY THE ARCHITECT AND ISSHOWN FOR INFORMATION ONLY. REFER TO THEARCHITECTURAL PLANS FOR COMPLETE GRID LINEINFORMATION.2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION AREMEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESSOTHERWISE NOTED.3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THEAPPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE ANDSITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES,LANDSCAPE WALL CONSTRUCTION DETAILS, COLORED ANDSCORED CONCRETE, LANDSCAPE ROCK AND MULCH, ETC.4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BEINSTALLED WITH TRUNCATED DOME WARNING DETECTIONSYSTEMS PER LARIMER COUNTY URBAN AREA STREETSTANDARD DETAILS.5. ON-SITE SIDEWALKS SHALL BE 4-INCH MINIMUM THICKNESS.PUBLIC SIDEWALKS SHALL BE BE 6-INCH MINIMUM THICKNESS.6. LIMITS OF STREET CUT AS REQUIRED FOR UTILITYCONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THECITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH CITY STREET REPAIR STANDARDS.7. CURB AND GUTTER ALONG PRECISION TECH DRIVE TO BERECONSTRUCTED SHALL BE RECONSTRUCTED USING THEEXISTING CURB SECTION INCLUDING EDGE OF PAVEMENTLOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB.8. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURESTHAT ARE NOT TO BE REMOVED ADJACENT TO THECONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO,PAVEMENT, PRIVATE FENCES, ABOVE GROUND ORUNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUNDFOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FORANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THECONSTRUCTION PROCESS FOR THIS PROJECT.9. REFER TO GRADING PLANS AND LANDSCAPE PLANS FORLANDSCAPE WALL DETAILS AND GRADING.10. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMSIMPACTING ADJACENT PROPERTIES WITH THE PROPERTYOWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.11. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADEPREPARATION DESIGN AND RECOMMENDATIONS.12. THE LOCATION AND NUMBER OF FIRE LANE SIGNS SHOWN AREAPPROXIMATE. CONTRACTOR SHALL COORDINATE WITH PFAINSPECTOR DURING CONSTRUCTION TO VERIFY ALL FIRE LANESIGNS (NUMBER AND LOCATION) PRIOR TO INSTALLATION.13. TRENCH DRAIN SHALL BE A ZURN Z882 PERMA-TRENCH 12"TRENCH DRAIN SYSTEM WITH A BUILT-IN 1.04% SLOPE AND 8"BOTTOM OUTLET TO CONNECT TO THE PROPOSED STORMSEWER SYSTEM. TRENCH DRAIN SHALL BE A CLASS E DUCTILEIRON SLOTTED GRATE.CONCRETE PAVEMENT1ON-SITE SIGNING AND STRIPING KEY2344" SOLID WHITE LINEADA PARKING SIGNAGEADA PARKING STRIPING"NO PARKING - FIRE LANE"SIGN (SEE NOTE 12)5STOP SIGNHEAVY DUTY PAVEMENT SECTIONSCHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED:BIORETENTION POND A LANDSCAPE WALL DETAILNOT TO SCALEEXPOSED WALL HEIGHT(VARIES, 30" MAX.)FINISHED GRADE(SEE GRADING PLAN)COMPACTED SUBGRADELANDSCAPE WALL(SEE LANDSCAPE PLANS)MIN. 30-MIL PVC LINERWALL DRAIN TO BECONNECTED DOWNSTREAMOF POND OUTLET STRUCTUREAPPROXIMATE EXISTING GROUNDBOTTOM OFBIORETENTIONPOND
RDRDRDRDRDRDRDRDRDOVFRDG64' ROWLOT 2HARMONY TECHNOLOGY PARKFIFTH FILINGLOT 1HARMONY TECHNOLOGY PARKFOURTH FILINGPORTION OF LOT 2HARMONY TECHNOLOGY PARKSECOND FILINGTRACT AHARMONY TECHNOLOGY PARKSIXTH FILINGLOT 1HARMONY TECHNOLOGY PARKFIFTH FILINGPRECISION DRIVE9' UTILITY EASEMENT30' UTILITY & DRAINAGE EASEMENT45' UTILITY & DRAINAGEEASEMENTEXISTING STORM SEWEREXISTING 8" PVC SANITARY SEWEREXISTING 12" WATEREXISTING GAS LINEEXISTING ELECTRICEXISTING FIBER/TELECOMLOT LINELOT LINELOT LINELOT LINEPROPOSED BUILDIINGFFE = 4916.50CONNECT EXISTING 24" RCP TOPOND OUTLET STRUCTURE (TYPE C INLET)EX INV. = 4903.84 (E)TOP OF INLET = 4909.00TOP OF POND = 4910.45BIORETENTION PONDSTORM LINE B(SEE SHEET C3.10)STORM LINE C(SEE SHEET C3.11)STORM LINE D(SEE SHEET C3.12)STORM LINE C2(SEE SHEET C3.10)EXISTING BIORETENTION POND18" RCP W/ FESINV. = 4913.1830" RCP36" RCP36" RCP30" RCP24" RCP24" RCPEXISTING GAS MARKEREXISTING ELECTRIC MARKERCONNECT TO EXISTING 6" SANITARY SEWER SERVICE STUBPROPOSED 6" SEWER SERVICECONNECT TO 6" BUILDING SANITARY SERVICE(SEE PLUMBING PLANS AND NOTE 3)CONNECT TO 6" BUILDING FIRE SERVICE(SEE PLUMBING PLANS AND NOTE 3)CONNECT TO 2" BUILDING DOMESTIC SERVICE(SEE PLUMBING PLANS AND NOTE 3)PROPOSED 6" FIRE SERVICE TO BE FULLY RESTRAINEDPROPOSED 1.5" DOMESTIC SERVICE1.5" WATER METERN:1432363.32E:3136361.59(UPSIZE TO 2" SERVICE 5' DOWNSTREAM OF METER)1.5" SERVICE TAPN:1432166.15E:3136386.87CONNECT TO EXISTING 12" WATER12"x6" WET TAP W/ T.B.6" G.V. (N)N:1432166.26E:3136389.87F.H. ASSEMBLYN:1432564.11E:3136385.35BTM. FLANGE EL=4915.0WATERLINE LOWERINGCONNECT TO EXISTING 12" WATER12"x6" WET TAP W/ T.B.6" G.V. (N)N:1432166.47E:3136395.87EXISTING FIRE HYDRANTEXISTING FIRE HYDRANT6" 11.25° BENDN:1432300.30E:3136407.58WATERLINE LOWERINGWATERLINE LOWERING6" 90° BEND W/ T.B.6" G.V. (W)N:1432564.12E:3136407.12N00° 07' 16"W 73.62'N11° 08' 55"E 61.38'N00° 06' 05"W 263.82'24' EMERGENCYACCESS EASEMENT24' EMERGENCY ACCESS EASEMENTDRAINAGE EASEMENTDRAINAGE EASEMENTOFFSITE EMERGENCYACCESS EASEMENTEXISTING 24' EMERGENCYACCESS EASEMENT20' UTILITY EASEMENTTRANSFORMER PAD24' EMERGENCY ACCESS EASEMENT6" 11.25° BENDN:1432240.08E:3136395.71DRAINAGE EASEMENTDRAINAGE EASEMENTSTORM LINE C(SEE SHEET C3.11)STORM LINE A(SEE SHEET C3.10)3'6'STORM LINE E(SEE SHEET C3.12)FIRE DEPARTMENT CONNECTION (FDC)(SEE ARCHITECTURAL AND PLUMBING PLANS)PROPOSED STREET LIGHTPROPOSED STREET LIGHTSITE LIGHT (TYP.)GAS METER AND SERVICEPROPOSED CURB STOPN:1432221.65E:3136386.75PROPOSED PRIMARY ELECTRICLINE ROUTING (SEE NOTE 12)20' UTILITY EASEMENTPROPOSED GAS LINE ROUTING (SEE NOTE 12)PRECISION TECHNOLOGY LLC3/23/2021U20015PRECISION TECHNOLOGYC3.0028OVERALL UTILITY PLAN0 30' 60'SCALE: 1" = 30'15'PREPARED FOR:DATE SUBMITTED:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.CAUTIONCIVIL ENGINEERING & CONSULTING19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524(970) 530-4044www.unitedcivil.com3-23-20213-23-20216CABLE TV LINEELECTRIC LINEFIBER OPTIC LINEGAS LINEGGAS METERSANITARY MANHOLESANITARY MAINSANITARY SERVICESANITARY SERVICECLEANOUTDOWNSPOUTFLARED END SECTIONSTORM INLETSTORM MANHOLESTORM PIPETELEPHONE LINEFIRE DEPARTMENTCONNECTIONFIRE HYDRANTFIRELINEWATER FITTINGSWATER MAINWATER SERVICEWATER METERDSTHRUST BLOCKGATE VALVEFIBER, GAS, ELECTRIC, ORTELEPHONE PEDESTALLEGEND1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATEUTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOESNOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTINGUTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR ASINDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BERESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC ANDPRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITYLOCATIONS.2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TOSEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALLCOORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURINGCONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TOSURROUNDING BUILDINGS OR PROPERTIES.3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACTLOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITYCONNECTIONS INTO THE PROPOSED BUILDING SHALL BECOORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITSAND POWER LINE ROUTING FOR SITE LIGHTING.5. WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALLWATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINSSTANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.6. SEWER SERVICE PROVIDED BY SOUTH FORT COLLINS SANITATIONDISTRICT AND ALL SEWER CONSTRUCTION SHALL BE PER THESOUTH FORT COLLINS SANITATION DISTRICT STANDARDCONSTRUCTION SPECIFICATIONS, LATEST EDITION.7. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'.MAXIMUM COVER SHALL BE 5.5'.8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATIONBETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.9. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLYREPRESENTED AND ARE NOT TO SCALE.10. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.11. FIRE SERVICES SHALL BE AWWA C-900 PVC. WATER SERVICESLARGER THAN 1-1/2" MAY BE EITHER TYPE K COPPER, SDR 9 HDPEPIPE WITH A PRESSURE RATING OF 200 PSI OR DUCTILE IRON PIPEWITH A PRESSURE RATING OF 200 PSI.12. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THISDRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY ANDARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BEPERFORMED BY THE APPROPRIATE UTILITY COMPANY.NOTESCHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:APPROVED: