HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - FDP210016 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSSTUART STREET
HOBBIT ST.
HILL POND R
D
.SHIELDS STREETPITKIN STREET
PROSPECT ROAD
LAKE STREET
SHEELY DR
.
Sheet
Of 4 SheetsTHE QUARRY BY WATERMARKNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comMAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements
warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of
this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This
guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including,
without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair
required on utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and
environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements
resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice
thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies
available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said
period shall remain the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period,
commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the
subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown
herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills,
embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures
caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by
or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her
successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the
construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other
matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have
the right to convey said land according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the
Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that,
along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the
Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the
office of the Clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under
my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation
thereof, all this to the best of my knowledge, information and belief.
For and on Behalf of Northern Engineering
Robert C. Tessely
Colorado Registered Professional
Land Surveyor No. 38470
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for
street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of
Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does
not impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance Guarantee have been fully satisfied.
The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include
the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the
intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the
Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements
for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements
and for repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of
maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in
a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or
permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than
usual and customary grasses and other ground cover). In the event such obstacles are installed in the Easements, the City has the right to require the
Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such obstacles without any liability
or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses not to remove the obstacles,
the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the
City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the
State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and
other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: _______________________________________
_______________________________________
_______________________________________
Registration No.: _____________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Community Development and Neighborhood Services of the City of Fort Collins, Colorado this _____ day
of ___________ A.D., 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
OWNER:
BY: _________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
____________________, as ________________________ of _________________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
THE QUARRY BY WATERMARK
BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, LOCATED IN THE NORTHWEST
QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SURVEYOR NOTES:
1.The Basis of Bearings is the West line of the Northwest Quarter of Section 23 as bearing North 00° 01' 50" East (assumed bearing), and monumented as shown on
drawing.
2.All information regarding easements, rights-of-way or Title of Record, Northern Engineering relied upon Order No. ABC25178582, prepared by Land Title Guarantee
Company, dated August 13, 2020.
3.The referenced title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review.
4.Not all documents listed in the title commitment are plottable or definable. All easements that are definable by their descriptions are shown hereon with sufficient data
to establish their position.
5.Gross area is 844,237 square feet or 19.381 acres.
6.Northern Engineering or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends the owner retain an expert
to address these matters. Northern Engineering or the Professional Land Surveyor listed hereon assumes no responsibility for the mineral rights upon the subject property.
7.The lineal unit of measurement for this plat is U. S. Survey Feet.
8. For easements created by separate document and shown hereon refer to recorded document for specific details and terms.
9. All previous lot lines and easements as shown and dedicated on Pulse P.U.D. Filing One, recorded at Reception Number 87043454 at the Larimer County Clerk and
Recorder which are located within the boundary lines of this plat are hereby vacated upon recordation of this plat and dedicated as shown hereon.
10. Adjacent property owner information per the Larimer County Land information Locator.
11. Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions, exclusions,
conditions, obligations, terms, or as to the right to grant the same.
12. Per CRS 38-51-105 (3)(a), (3)(b), (4)(b), (4)(c), & 5, the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the interior
corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of record of said subdivision plat has only the required
responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat.
13. In reference to the Southwest corner of the Northeast Quarter of the Northwest Corner of the Northwest Corner of Section 23 , Township 7 North, Range 69 West as
depicted hereon and as referenced on the plat of Landmark Subdivision P.U.D., the plat of Youngs Creek and the plat of Landmark Apartments. A found axle firmly set
vertically in the ground within a 3' diameter collar of stone and alongside a dilapidated wood fence post with barbed wire (wire running North, East & West for several
feet). It is the surveyors professional opinion that the Axle (described as a model “T” axle on the Plat of Landmark Sub. P.U.D.) is the true and historical position of the
Southwest corner of the Northeast Quarter of the Northwest Corner of the Northwest Corner of Section 23. See the plat of Landmark Apartments for further information.
This position was destroyed during construction after the recording of the plat of Landmark Apartments.
14. In reference to the area between the South Boundary of Landmark Subdivision P.U.D. and the North line of Pulse P.U.D. Filing One, being within the Right of Way of
Hobbit Street as depicted hereon. It is the surveyor's professional opinion that the adjoining properties were intended to be contiguous; containing no gores, gaps or
overlaps along their common boundaries. It is the Surveyors Professional opinion that the gap is of a mathematical nature (bearings and distance) and that there is no gap or
overlap in current or prior ownership. See Note 13.
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned, being owner(s) of the following described land:
Lots 1-5, Tract "A", Tract "B", Alabaster Court, Coromandel Circle and Stuart Street, Pulse P.U.D. Filing One recorded at Reception No. 87043454,
located in the Northwest Quarter of Section 23, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of
Colorado, more particularly described as follows:
Considering the West line of the Northwest Quarter of Section 23 as bearing North 00° 01' 50" East and with all bearings contained herein relative
thereto;
COMMENCING at the Northwest corner of Section 23; thence along the West line of the Northwest Quarter, South 00° 01' 50" West, 661.56 feet;
thence continuing along said West line, South 00° 01' 50" West, 51.73 feet; thence departing said West line, South 89° 58' 10" East, 50.00 feet to the
POINT OF BEGINNING; thence along a curve concave to the Southeast having a central angle of 90° 19' 00" with a radius of 25.00 feet, an arc length
of 39.41 feet and the chord of which bears North 45° 11' 22" East, 35.45 feet; thence, South 89° 39' 08" East, 456.98 feet; thence along a curve concave to
the North having a central angle of 01° 36' 22" with a radius of 267.00 feet, an arc length of 7.48 feet and the chord of which bears North 89° 32' 41" East,
7.48 feet; thence along a curve concave to the Southwest having a central angle of 59° 28' 17" with a radius of 40.00 feet, an arc length of 41.52 feet and
the chord of which bears South 61° 31' 37" East, 39.68 feet; thence along a curve concave to the Northwest having a central angle of 161° 06' 55" with a
radius of 61.42 feet, an arc length of 172.71 feet and the chord of which bears North 67° 38' 37" East, 121.18 feet to the Southwest corner of Landmark
Apartments; thence along the South line of Landmark Apartments, South 89° 33' 55" East, 321.90 feet; thence, South 89° 08' 28" East, 76.56 feet to a
point on the Northerly line of Hill Pond on Spring Creek Second Filing; thence along said Northerly line and along a curve concave to the South having a
central angle of 13° 06' 10" with a radius of 518.12 feet, an arc length of 118.49 feet and the chord of which bears South 83° 49' 04" West, 118.23 feet to
the Westerly line of Hill Pond on Spring Creek Second Filing; thence along said Westerly line the following 4 courses and distances: South 10° 23' 56"
East, 153.80 feet; thence along a curve concave to the Northeast having a central angle of 24° 24' 51" with a radius of 664.52 feet, an arc length of 283.16
feet and the chord of which bears South 22° 39' 31" East, 281.02 feet; thence, South 55° 30' 31" West, 20.96 feet; thence, South 07° 31' 19" East, 410.01
feet to the Northwest corner of Windtrail on Spring Creek PUD; thence along the Westerly line of Windtrail on Spring Creek PUD, South 05° 55' 01"
East, 103.53 feet to the Northerly line of Wilderland Condominiums; thence along said Northerly line the following 6 courses and distances: North 52°
56' 34" West, 174.77 feet; thence, North 23° 04' 56" West, 9.43 feet; thence, North 75° 28' 21" West, 13.49 feet; thence, North 52° 56' 32" West, 71.89
feet; thence along a curve concave to the South having a central angle of 52° 27' 46" with a radius of 400.00 feet, an arc length of 366.26 feet and the
chord of which bears North 87° 31' 43" West, 353.60 feet; thence, South 66° 08' 51" West, 227.06 feet to a point on the Northerly line of Hill Pond
Condominiums; thence along said Northerly line the following 3 courses and distances: South 67° 46' 52" West, 95.00 feet; thence, South 44° 10' 12"
West, 213.28 feet; thence, South 59° 01' 52" West, 105.00 feet to the East right-of-way line of Shields Street; thence along said East line the following 5
courses and distance: North 00° 01' 52" East, 389.35 feet; thence along a curve concave to the Southeast having a central angle of 58° 39' 37" with a
radius of 25.00 feet, an arc length of 25.60 feet and the chord of which bears North 29° 21' 41" East, 24.49 feet; thence, North 05° 09' 14" East, 72.80 feet;
thence along a curve concave to the Northwest having a central angle of 74° 55' 24" with a radius of 25.00 feet, an arc length of 32.69 feet and the chord
of which bears North 37° 25' 50" West, 30.41 feet.; thence, North 00° 01' 52" East, 550.26 feet to the to the POINT OF BEGINNING, which above tract
contains 844,238 square feet or 19.381 acres, more or less.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts
and streets as shown on this Plat to be known as THE QUARRY BY WATERMARK (the "Development"), subject to all easements and rights-of-way
now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall run with the land.
1 CITY OF FORT COLLINSSTATE OF COLORADOSITE
VICINITY MAP
NORTH
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Watermark Residential
111 Monument Circle, Suite 1500
Indianapolis, IN. 46204
(317) 853-5459
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
NOTES AS REQUESTED BY THE CITY OF FORT COLLINS:
1.The property described hereon is designated as flood zone “X”, area of minimal flood hazard, per FEMA flood map 08069C979H revised May 2, 2012. Lot 1 as shown
hereon is bisected by a designated flood zone “AE”, 100 year flood plain, per FEMA flood map 08069C979H revised May 2, 2012. Floodplain lines indicated hereon are
approximate only. Lines are scaled from FEMA generated PDF files.
2.There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are allowed by
Sections 12-120 - 12-122 of the City code.
3.Zoning: Site is zoned NC - Neighborhood Commercial and MMN - Medium Density Mixed Use Neighborhood District.
DRAFT
7-14-21
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CONCRETE PAN
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CONCRETE PAN
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CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 6'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
RAIN GARDEN
PROPOSED 4'
CONCRETE PAN
PROPOSED OUTLET
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PROPOSED 2'
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PROPOSED 2'
SIDEWALK CHASE
PROPOSED 8"
STORM CULVERTS
PROPOSED 8"
STORM CULVERTS
PROPOSED 12"
STORM CULVERTS
PROPOSED 2'
SIDEWALK CHASE
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
CONCRETE PAN
FEMA 100-YR
FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODWAY
PROPOSED 2'
SIDEWALK CHASE
STORM DRAIN 1
SEE SHEET C 620
STORM DRAIN 1-8
SEE SHEET C 622
STORM DRAIN 1-9
SEE SHEET C 622
STORM DRAIN 4
SEE SHEET C 624
STORM DRAIN 4-4B
SEE SHEET C 624 STORM DRAIN 4-4A
SEE SHEET C 624
STORM DRAIN 5
SEE SHEET C 625
STORM DRAIN 5-2
SEE SHEET C 625
STORM DRAIN 2
SEE SHEET C 623
PROPOSED STORMTECH
CHAMBERS
STORM DRAIN 3
SEE SHEET C 623
STORM DRAIN 6
SEE SHEET C 626
PROPOSED
STORMTECH
CHAMBERS
PROPOSED 2'
SIDEWALK CHASE
STORM DRAIN 1-5
SEE SHEET C 621
STORM DRAIN 1-6
SEE SHEET C 621
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FOREBAY
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 300PLANEROSION CONTROL4
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
TEMPORARY BMP'S
SEEDING AND MULCHING MU
CONCRETE WASHOUT AREA CWA
RSROCK SOCK
OUTLET PROTECTION OP
SILT FENCE SF SF
1.THE LOCATION OF EROSION CONTROL MEASURES HAS BEEN SHOWN FOR
REFERENCE ONLY. THE CONTRACTOR MAY ALTER THE NUMBER OR LOCATION
OF THE EROSION CONTROL MEASURES AS REQUIRED.
2.ALL OFF-SITE AREAS DISTURBED DURING CONSTRUCTION SHALL BE
RESEEDED WITH A DRYLAND SEED MIX, AS SPECIFIED IN THE CITY OF
LOVELAND STORMWATER SPECIFICATION SECTION 02377, PART 3, TABLE 1.
3.TOTAL DISTURBED AREA OF CONSTRUCTION = 5.91 ACRES
4.SWMP ADMINISTRATOR:
Person ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
GENERAL NOTES:
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A
GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST
MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT
BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL
SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR
EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE
DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES
ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE
STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL
STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS
ESTABLISHED WITH DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING
SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL,
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY
THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS,
TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE
NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT
NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR
AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE
ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION
(i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND
BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE
DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP,
RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET
IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF
SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S
OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS)
INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED
WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION
CONTROL STAFF TO PREVENT EROSION.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
17.SLOPE PROTECTION SHALL BE PROVIDED FOR DISTURBED AREAS STEEPER THAN
6:1. SLOPE PROTECTION CAN BE ACCOMPLISHED THROUGH SLOPE TERRACING
USING A TRACKED VEHICLE, WINDROWING, HYDROMULCHING, EROSION CONTROL
FABRIC, OR ANY METHOD AS APPROVED BY THE ENGINEER OR INSPECTOR.
EROSION CONTROL NOTES:
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SCOURSTOP SS
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: THE QUARRY BY WATERMARK
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Straw Wattles *
Inlet Protection *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Concrete Washout Area*
Rock Socks *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
SWSTRAW WATTLE
MHX/ / / / / / / /SUDUDUDE
E
E
E
E
E
E E E E
UD
UDUDU
D
U
D
U
D
U
D
U
D
U
D
U
D
U
D
U
DSSSSSSSS
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
MM
MHXXXXXXX XXXXXXXXXXX7' SIDEWALK4' SIDEWALK
5' SIDEWALK 10' SIDEWALK6' SIDEWALK
WALLENBERG DR.11' SIDEWALK EXIST
ING
8
'
TRA
IL
TRACT ACANAL IMPORTATIONXXXXXXXXXXXXXXXXXX9'
9'
9'
8.5'
8.5'
8.5'
8.5'
17'
8.5'
17'
17'
8.5'
17'
8.5'
17'
17'
17'
8.5'
8.5'
8.5'
8.5'
8.5'
17'
17'
26'
FL-FL
26'
FL-FL 26' EMERGENCYACCESS EASEMENT26' EMERGENCY ACCESS EASEMENT
26'
FL-FL9' SIDEWALK9' SIDEWALK6' SIDEWALK8'15'
8'
17'
9' SIDEWALK
6' SIDEWALK
8.5'
21'26' EMERGENCYACCESSEASEMENT4' SIDEWALK7' SIDEWALK4' SIDEWALK24' ACCESS
EASEMENT4' SIDEWALKR15'
R25'
R15'R25'R3'
R3'
R3'
R25'
R3'
R15'
R25'R25'
BLDG 8
BLDG 18 BLDG 17
BLDG 16
BLDG 15
BLDG 14
BLDG 13
BLDG 12
BLDG 11
BLDG 10
BLDG 9
N:1449428.97
E:3113756.99
N:1449355.66
E:3113828.72
N:1449423.88
E:3113850.13
N:1449356.76
E:3113786.90
N:1449427.88
E:3113798.81
N:1449351.67
E:3113880.04 N:1449350.57
E:3113921.86
N:1449423.77
E:3113921.89
N:1449293.66
E:3113889.03
N:1449263.68
E:3113961.22
N:1449251.84
E:3113890.08
N:1449221.85
E:3113962.27
N:1449206.88
E:3113891.16
N:1449178.49
E:3113959.75
N:1449162.08
E:3113891.15
N:1449133.77
E:3113959.77
N:1449104.57
E:3113891.11
N:1449076.18
E:3113959.70
N:1449059.81
E:3113891.08
N:1449031.46
E:3113959.71
N:1449040.88
E:3113740.67
N:1449266.93
E:3113799.65
EXISTING SIDEWALK
CULVERT
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT
COLLINS 100-YR
FLOODPLAIN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
LANDSCAPE
WALL (TYP.)
CITY OF FORT COLLINS
100-YR FLOODWAY
PROPOSED 2' PAN
w/ 6" CURBS
PROPOSED 2' PAN
w/ 6" CURBS
EXPOSE BACK
OF CURB
D
D
D
PROPOSED
DRIVE-WAY PER
LCUASS STANDARDS
D
P
D
D
D
D
D
2
2 2
2
2
2
2
2
2
2
2
2
2
1
1
3
3
5
6
6
6
6
6
5
6
6
5
5
5 56
6
5
5
7
7
8
4 4
4
4
4
6
44
6
6
4
4
PROPOSED
LANDSCAPE
WALL
P
1
1
2
2
2
2
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLE
F.O.
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MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
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T
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T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
RSEE SHEET C 400C 401PAVING PLAN7SEE SHEET C 403
EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION
MANUAL.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF
FORT COLLINS STREET REPAIR STANDARDS.
4.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.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO
DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
7.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION
FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR
FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY
REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN
USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES
PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL,
DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL
CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL
SUBDIVISION PLAT
8.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS,
VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A
NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER
TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE
REQUIRED TO BE “BREAKAWAY” AND TETHERED.
9.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
10.ATTACHED WALK WIDTHS ARE FROM FLOWLINES.
11.SINGLE POINT CURB TRANSITIONS ARE 6'.
12.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION.
13.ALL CURB & GUTTER CALLS ARE UNLESS OTHERWISE NOTED.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
PROPOSED LOT LINE
ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PRIVATE CONCRETE FLATWORK
SITE SIGN LEGEND
SIGNAGE NOTE:
SIGN LOCATIONS SHOWN ARE
APPROXIMATE. FINAL LOCATION
MAY VARY.
RESERVED
PARKING
2
P
D
C
2
3
4
5
6
7
18" VERTICAL INFLOW CURB & GUTTER
18" FLUSH CURB
30" OUTFALL DRIVE-OVER CURB & GUTTER
18" VERTICAL OUTFALL CURB & GUTTER
PARALLEL ACCESS RAMP
DIRECTIONAL ACCESS RAMP
COMBINATION ACCESS RAMP
8
X' CONCRETE PAN
8
PUBLIC CONCRETE FLATWORK
HEAVY DUTY PRIVATE CONCRETE PAVING
P
FIRE LANE
1' SIDEWALK CHASE
2' SIDEWALK CHASE
X
2' CONCRETE TRICKLE PAN
1
2' CURB CUT
1
C 402 C 403
C 401C 400
T
MH
U
D
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD
D
MH
MM
MH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXSTSTSTSTSTSTSTSTWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
HILL POND CONDOMINIUMS BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXBBBBBBBBBXXXXXXXUDUDUDUD
UD
FDC
FDC FDCFDCFDC FDC
FDC
FDCS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 6'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
RAIN GARDEN
PROPOSED OUTLET
STRUCTURE
PROPOSED DRAINAGE
EASEMENT
LOT 1
TRACT B
TRACT A
TRACT C
SPRI
N
G
C
R
E
E
K
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK
CULVERTEXISTING SIDEWALKEXISTING 8' TRAILPROPOSED
LANDSCAPE WALL
CANAL IMPORTATIONPROPOSED 2'
CONCRETE PAN
STORM DRAIN 1
SEE SHEET C 620
FEMA 100-YR
FLOODWAY
CITY OF FORT
COLLINS 100-YR
FLOODWAY
W STUART ST.
STORM DRAIN 1
SEE SHEET C 620
STORM DRAIN 4-4
SEE SHEET C 624
STORM DRAIN 4-4A
SEE SHEET C 624
STORM DRAIN 4
SEE SHEET C 624
STORM DRAIN 1-9
SEE SHEET C 622
STORM DRAIN 1-8
SEE SHEET C 622
STORM DRAIN 5
SEE SHEET C 625
STORM DRAIN 5
SEE SHEET C 625
STORM DRAIN 5-2
SEE SHEET C 625
STORM DRAIN 1
SEE SHEET C 620
STORM DRAIN 2
SEE SHEET C 623
STORM DRAIN 3
SEE SHEET C 623
STORM DRAIN 6
SEE SHEET C 626
UNDERDRAIN
SEE SHEET C 626
POND
OVERFLOW PATH
POND
OVERFLOW PATH
PROPOSED
STORM CHAMBERS
PROPOSED
STORM CHAMBERS
STORM DRAIN 1-5
SEE SHEET C 621
STORM DRAIN 1-6
SEE SHEET C 621
BLDG 6
BLDG 7
BLDG 2
BLDG 3
BLDG 4
BLDG 5
BLDG 8BLDG 18BLDG 17BLDG 16BLDG 15BLDG 14
BLDG 13
BLDG 12
BLDG 11
BLDG 10
BLDG 9
BLDG 1
EMERGENCY
OVERFLOW WEIR
PROPOSED
LANDSCAPE WALL
CULVERTS
SEE SHEET U1-U4
CULVERT
SEE SHEET U1-U4
CULVERTS
SEE SHEET U1-U4
CULVERT
SEE SHEET U1-U4
AREA DRAINS
SEE SHEET U1-U4
PROPOSED OUTLET
STRUCTURE
AREA DRAINS
SEE SHEET U1-U4
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
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T
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T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
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XXXX
X
X
X
X
XXXXXXXX
X
X
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X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43
C 500OVERALL GRADING PLAN11
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
C 501 C 502
C 503 C 504
C 506 C 505C 505
NORTHERNENGINEERING.COM | 970.221.4158 PRELIMINARY DRAINAGE REPORT: THE QUARRY BY WATERMARK
FORT COLLINS | GREELEY 2 | 30
Figure 2 – Aerial Photograph
The existing groundcover consists of short grasses. The existing on-site runoff generally drains
from the northwest to the southeast across flat grades (e.g., <1.00%) into the Canal Importation
Ditch. From there, the drainage continues through Canal Importation Ditch to Spring Creek, and
on to the Cache La Poudre River.
According to the United States Department of Agriculture (USDA) Natural Resources
Conservation Service (NRCS) Soil Survey website:
(http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx),
the site consists primarily of Altvan-Satanta loams (Hydrologic Soil Group B) and Nunn clay loam
(Hydrological Soil Group C).
Springs Creek and Canal Importation Ditch are the only major drainageways within or adjacent
to the project site.
The proposed development will consist of eight (8) apartment buildings and ten (10) duplex units
containing a total of 313 units with detached garages. Other proposed improvements include
parking lots, sidewalks, pool, clubhouse, and landscaping.
The proposed land use is multi-family. This is a permitted use in the Medium-Density Mixed-Use
Neighborhood District (MMN).
C. FLOODPLAIN
1. The eastern and southern edges of the site is in a FEMA regulatory floodplain; however, the
developable project area is outside of the FEMA floodplain. In particular, the FEMA designated
100-year floodplain Basins E1 and E2 on the Drainage Exhibit includes the FEMA regulatory
floodplains for Spring Creek and Canal Importation Ditch (Map Numbers 08069CO978G and
08069CO979H and effective date of May 2, 2012). The eastern portion on this site, along the
Canal Importation Ditch, is located within the City of Fort Collins Regulatory
floodplain/floodway. No development is proposed within Basins E1 and E2. A copy of the FEMA
Firmette is provided in Appendix G.
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FORT COLLINS | GREELEY 3 | 30
2. We have analyzed the FEMA Floodplain map and cross sections for Spring Creek and Canal
Importation Ditch and determined that the highest base flood elevation adjacent to the project
site is 5016 (NAVD88). Furthermore, the buildings all maintain a minimum of 12” between the
finished floor elevation and the top of bank along the south and east side of the property.
II. DRAINAGE BASINS AND SUB-BASINS
A. Major Basin Description
The north and east halves of The Quarry by Watermark is located within the City of Fort Collins Canal
Importation major drainage basin. The southwest quarter of the site is located within the City of Fort
Collins Spring Creek major drainage basin. Specifically, the project site is situated at the confluence
of the Spring Creek and Canal Importation major drainage basins. Detention requirements for this
basin are to detain the difference between the 100-yr developed inflow rate and the historic 2-year
release rate.
B. Sub-Basin Description
The outfall for the project site is at the confluence of Springs Creek and Canal Importation Basins.
The existing subject site can be defined with twelve (12) sub-basins that encompasses the entire
project site and three (3) offsite basins that drain onto the project site.
The existing site runoff generally drains from northwest-to-southeast and into the Canal
Importation Ditch.
The project site receives runoff from Shields Street and Hobbit Street.
Figure 3 – FEMA Firmette (Map Numbers 08069CO978G and 08069CO979H)