compson - loveland self storage

Transcription

DEVELOPMENT SERVICES
CURRENT PLANNING
410 E 5th Street • Loveland, CO 80537
(970) 962-2523 • Fax (970) 962-2904 • TDD (970) 962-2620
www.cityofloveland.org
PRELIMINARY FINDINGS AND DETERMINATIONS
Type II Zoning Permit
Comspon Loveland Self Storage
Special Review #923
Posted: May 13, 2016
TITLE:
Compson Loveland Self Storage –Special Review #923
(PZ #16-0035)
LOCATION:
The subject property is located between 41st and 43rd street,
and on the west side of N Garfield.
APPLICANT:
Robert Bishop – Compson of Colorado, LLC.
Mark Delgado – DCB Construction Company, Inc.
STAFF CONTACT:
David Eisenbraun, Current Planning
APPLICATION TYPE:
Special Review #923
STAFF RECOMMENDATION:
Staff recommends that the Current Planning Manager
preliminarily approve this special review for the proposal of
101,000 SF self-storage facility on approximately 4.48
Acres of land with a mixture of both climate controlled and
typical drive aisle type amenities., subject to the conditions
and corrections listed in Sections VIII and IX of this report.
1
I.
1.
2.
3.
ATTACHMENTS
Vicinity Map
Renderings
Special Review Only
II.
SITE DATA
EXISTING USE .............................................................. Sign Shop
PROPOSED USE ............................................................ Self Storage Facility
EXISTING ZONING AREA (acres) ................................ B – Developing Business (4.48 acres)
EXISTING ADJACENT ZONING & USE- North .......... B – Developing Business – Commercial
EXISTING ADJACENT ZONING & USE - East ........... B, R3 – Developing High Density Res. – Commercial and
Single-family
EXISTING ADJACENT ZONING & USE- South .......... B – Developing Business – Vacant
EXISTING ADJACENT ZONING & USE - West .......... R3 – Developing High Density Res. – Mobile Homes
UTILITY SERVICE – WATER ....................................... City of Loveland
UTILITY SERVICE – SEWER ....................................... City of Loveland
UTILITY SERVICE – ELECTRIC .................................. City of Loveland
III.
PROJECT DESCRIPTION
Compson of Colorado is proposing to develop a 4.48 acre site for self-storage, consisting of approximately
101,000 SF. The south side of the property is currently being utilized by a sign shop, while the northern
half is vacant.
The special review plans, included as Attachment 2 to this report, show the location and layout of the
self-storage facilities in relation to the surrounding parcels. Due to the proposed use on this property, it
must go through this special review
process. The applicant has chosen to
go through this and has the option to
pursue a site development plan at a
later date if this special review
receives approval.
The project as a whole has a mix of
amenities for those looking at storage
varying from traditional drive aisle
roll up doors to climate controlled
units. The premise will be under 24/7
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surveillance while lush landscaping and commercial style architecture will enhance this corridor.
Compson Loveland Self-Storage
The development proposal for the self-storage facility along one of Loveland’s primary corridors has met
and exceeded our design standards. Compson proposes to have 3 different buildings on their site, each
designed and intended for a specific user type. About 40% of their space will be geared towards a niche
market consisting of various sized climate controlled units. Additionally, their primary building, most
visible from N Garfield, will be a two story unit that will also house their leasing office. An example of
the two story proposal can be seen below (East elevation).
In terms of buffering between the various adjacent uses, landscape buffers and fencing are proposed. On
the south and east sides, there will be a combination of detention swales, landscaping, and privacy fences
to help assimilate this development in appearance to the rest of the corridor while the north and west sides
have been designed to exceed our standards, giving the adjacent residential uses the most screening and
mitigation. The landscaping will consist of coniferous plantings ranging in size from 6-8 feet in height,
deciduous trees ranging in caliper from 1.5 to 2.5 inches, and deciduous shrubs ranging in size from 5 feet
to 15 feet tall when mature.
At the neighborhood meeting, seven (7) people were in attendance in addition to the staff project planner
and applicant team. Related to site design, there were some minor concerns raised about the intersection
at 43rd Street and N Garfield and what future traffic control methods area proposed along with what type
of light pollution this site will create. Regarding these two elements, the lighting and photometric plan are
in compliance with city standards, and while there are no infrastructure recommendations at this time for
43rd Street and N Garfield, this is subject to change.
Staff noted at the meeting that the landscaping and building architecture are meeting or exceeding the City
of Loveland standards for the site. Additionally, snow removal along 41st and 43rd Streets were raised as
a concern as there is claimed to be a lack of existing city services currently, and while they are public
streets, no formal comment can be made in relation to this comment currently.
Furthermore, concern was raised by two attendees that the North Loveland area was nearing capacity of
self-storage units and whether the market could support a new facility. The applicant’s team did note that
they would be pursuing and updated market study to ensure project viability as the city cannot discriminate
projects based on use as long as the intent of the code and comprehensive plan are being met.
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Being that this project is a stand-alone Special Review, and based on the public input at this time, the
process will proceed forward allowing interested parties to formally comment or object to Compson
Loveland Self-Storage through the Public Comment and Appeal Periods as described below.
IV.
KEY ISSUES
None at this time.
V.
BACKGROUND
2015
In August, a concept review meeting was held to discuss opportunities and project viability
at this location for this proposed use.
In March, a formal standalone Special Review was submitted for staff to review prior to
seeking Site Development and Public Improvement Construction Plan applications.
2016
VI.
STAFF, APPLICANT, AND NEIGHBORHOOD INTERACTION
A.
Notification: A letter advertising the neighborhood meeting was sent out by the applicant, Robert
Bishop, on April 25, 2016 to all neighbors within the “Neighborhood” as defined in Section
18.40.010.C of the Loveland Municipal Code. Meeting notice signs were also posted on the
property on April 25, 2016.
B.
Neighborhood Response: A neighborhood meeting was held at 5:30 on May 10, 2016 in the new
Development Center Building (old Fire Administration Building). At the meeting were 7 attendees
who raised primary concern with the use and if the current self-storage market could accommodate
another facility of this type, whereas there were no suggestions or objections to the design proposal
itself.
C.
Project Schedule
1.
Special Review #923 was filed with the Current Planning Division on March 4, 2016.
2.
A neighborhood meeting for the special review was held on May 10, 2016. 7 neighbors
attended.
3.
The staff preliminary findings and determination was posted on May 13, 2016.
8.
The public review period for the staff preliminary findings and determination is from May
14, 2016 to May 23, 2016.
9.
The final findings and determination for the Special Review will be posted on May 25,
2016 and the appeal period will be from May 25, 2016 to June 6, 2016.
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VII.
FINDINGS AND ANALYSIS
Finding 1.
That the proposed special review use meets the purposes set forth in Section
18.04.010 of the Loveland Municipal Code.
The proposed development of Compson Loveland Self-Storage would meet the purposes set
forth in Section 18.04.010 of the Loveland Municipal Code, by not creating unsafe or unhealthy
conditions and will generally promote the health and welfare of Loveland’s neighborhoods and
corridors.
Finding 2.
That the effects of the proposed special review use on the surrounding
neighborhood and the public in general will be ameliorated.
The effects of this use on the surrounding property owners will be lessened through the site layout,
landscaping and screening of the project. New landscaping and pedestrian connections will
enhance the overall connectivity and character of this corridor. Street trees and a large detention
pond will create an enjoyable site and feeling as both cars and pedestrians view this new
development. Furthermore, the architecture and size of this proposal will also fit in with the
existing commercial character along N Garfield.
Finding 3.
That in assessing the potential affects of the proposed special review use, at a
minimum, the following matters have been considered:
3a.
Type, size, amount, and placement of landscaping;
The landscape plan identifies appropriate bufferyards and screening proposed with the
development. Landscaping quantities exceed the bufferyard standards overall with a
special focus along the east, and west sides through the use of cluster plantings in areas
identified by staff as needing additional screening. Plant sizes meet or exceed the sizes
required in the Municipal Code and a large detention pond help reduce any tendencies
towards this site feeling monolithic in design.
3b.
Height, size, placement, and number of signs;
There is a single monument sign proposed to display addresses along N Garfield that shall
be placed in a landscape bed. The sign proposed is in compliance.
3c.
Use, location, number, height, size, architectural design, materials, and colors of
buildings;
5
Development of the self-storage facility is in a similar, but more modern design motif as
the surrounding commercial corridor. In kind storefront style windows cap the prominent
N Garfield two story building as to assimilate itself with other neighboring commercial
buildings while the overall material composition remains consistent by using CMU
veneers, metal paneling systems, and a cement plaster combination.
3d.
Configuration and placement of vehicular and pedestrian access and circulation;
Configuration and placement of vehicular and pedestrian access and circulation is
compliant with City standards. A 6’ wide detached sidewalk along N Garfield and 5’
attached sidewalk along 41st and 43rd Streets give pedestrians ample access and connection
to the surrounding properties. Primary vehicular entry and exit points are at a single
location on 43rd street with emergency and maintenance egress at 41st street. Both
Transportation and Fire Department staff have reviewed the special review plans and have
indicated compliance with the City’s Adequate Communities Facilities Ordinance.
3e.
Amount and configuration of parking;
Per the City of Loveland’s parking requirements, 1 space is needed for every 300 SF of
office space with an additional two spaces for employees, totally 7 spaces and 1 handicap
which are provided. A place for bicycle parking is also accommodated per the code and is
in compliance. Additionally, parking is situated near the entrance, screened property, and
does now adversely affect those along the 43rd street right-of-way.
3f.
Amount, placement, and intensity of lighting;
A photometric plan was provided and is compliance. No light pollution, beyond what is
allowed, is shown to go beyond their property lines. Additionally, all wall mounted and
free standing lights are full cut-off and within our height limitations.
3g.
Hours of operation;
Secure access is permitted only from approximately 8am to 10pm, while staff is on site
from approximately 9pm to 6pm. These times are permitted and are in compliance.
3h.
Emissions of noise, dust fumes, glare and other pollutants.
Traffic noise is not expected to be of any concern as all drives face inward on the property
while the development as a whole will now be acting as a barrier to N Garfield. The other
issues in this section are not applicable for this project.
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Finding 4.
Except as may be varied in accordance with this special review permit, the special
review site plan conforms to the restrictions and regulations set forth in the Loveland Municipal
Code for the zoning district in which the special review use is located.
The proposed special review meets this finding. Through the special review, the self-storage
facility will both enhance and add connectivity to what is currently, a primarily vacant property.
This design proposal fits in with the surrounding corridor character while remaining sensitive to
the neighboring residential developments. The proposed site, infrastructure and landscape
standards comply with all normal applicable restrictions and regulations set forth in the site
development performance standards and guidelines.
Finding 5.
The special review site plan meets the requirements set forth in the Section 16.41 –
Adequate Community Services – of the Loveland Municipal code.
Transportation: Staff believes that this finding can be met, due to the following:
• Access to the development will be provided by a full movement access on 43rd Street. A
Traffic Study was prepared by Fox Tuttle Hernandez Transportation Group which
demonstrates that the traffic impacts associated with the proposed use will meet all City of
Loveland standards and ACF compliance requirements.
• The proposed development is estimated to generate approximately 252 daily trips with 14
total
AM
peak hour trips
and
13
total PM
peak
hour trips.
In conclusion, the use of the subject property pursuant to any of the uses permitted by right
under the zoning district will not adversely impact any existing City infrastructure.
Fire: Staff believes that this finding can be met, based on the following facts:
• The development site will comply with the requirements in the ACF Ordinance for response
distance requirements from the first due Engine Company.
• The proposed Subdivision will not negatively impact fire protection for the subject
development
or
surrounding
properties.
Water/Wastewater:
This development is situated within the City’s current service area for both water and wastewater.
The Department finds that the Development will be compliant to ACF for the following reasons:
• The proposed development will not negatively impact City water and wastewater facilities.
• The proposed public facilities and services are adequate and consistent with the City’s utility
planning and provides for efficient and cost-effective delivery of City water and wastewater
service.
Stormwater: Staff believes that this finding can be met, due to the following:
• This project complies with the Adequate Community Services ordinance outlined in the
Loveland Municipal Code, Section 16.41.140.
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Power: Staff believes that this finding can be met, due to the following:
• Believes this project will have no negative impact on our system and complies with the ACF
ordinance outlined in the Loveland Municipal Code.
Building: Staff believes that this finding can be met, due to the following:
•
The proposed construction of this self-storage development will not negatively impact
surrounding properties in regard to the adopted building codes.
The proposed development will not negatively impact surrounding properties, as the
development will be required to meet building codes adopted at the time of permit review.
VIII. CONDITIONS OF APPROVAL
Planning:
• A separate sign permit through the Building Division will be required for any signs
proposed with this project. If the current sign is to be repurposed, a separate submittal will
be required for review.
• The city retains the right to require a third party review of onsite lighting in the event that
there are any concerns or issues.
• This site shall be in compliance with all American Disabilities Act design standards and
regulations.
• Within three years from time of planting, coniferous plants shall predominately screen the
parking and west facade of Building C.
• The special review for this site only secures the proposed use. Any development on this site
is subject to an approved Lot Merger Application, Site Development Plan, and Public
Improvement Construction Plans.
PW-Transportation:
• All public improvements shall comply with the Larimer County Urban Area Street Standards
(LCUASS).
•
The developer agrees to acquire and dedicate, at no cost to the City, any rights-of-way
necessary for the required street improvements associated with this development.
•
Prior to the issuance of any building permits, pursuant to the provisions in Section
16.40.010.B of the Loveland Municipal Code, the Developer shall design and construct the
following public improvements unless already designed and constructed by others:
o All curb, gutter, roadway paving, sidewalks and access driveways as shown on the
City approved Special Review Plans for Compson -- Loveland Self Storage, Lots 1-6,
Block 1, Park Lane Addition.
8
•
Prior to the issuance of any building permits, pursuant to the provisions in Section
16.40.010.B of the Loveland Municipal Code, the Developer shall provide a cash-in-lieu
payment to the City for the future construction (collector street equivalent) of Grant Avenue
where full width right-of-way exists.
•
The Developer is responsible for the repair of all existing adjacent public street improvements
along existing street rights-of-way (such as the existing curb and gutter and street sidewalk,
and any utility cuts in the existing street), and for the installation of the new improvements, all
of which are to be found complete and in good repair acceptable to the Public Works Street
Inspector prior to issuance of a certificate of occupancy, letter of completion, or final
inspection for the modular building.
Water/Wastewater:
• The Owner shall provide the City Water/Wastewater Division the gate access code and a 24
hour contact phone number prior to Building Permit Certificate of Occupancy.
IX. CORRECTIONS
General:
1. Utility easements are required to be granted with a Lot Merger application.
2. No water rights are due for this parcel.
3. Prior use credit for water SIF and wastewater SIF from the 3/4” water meter will be
credited at the time of building permit.
4. Final PICPs are required to be submitted with SDP
5. One hard copy signed & stamped original of the preliminary drainage report for our
document retention file.
9. Site lighting details, sheet 08 drawing details are not legible. Please revise.
9
\\RS0\Projects\2015\15025 - Compson Storage Loveland\CADD\Exhibits\15025 Vicinity Map.dwg tab: 8x11 Mar 03, 2016 - 5:06pm kjohnk
SITE
VICINITY MAP
1" = 2000'
VICINITY MAP
COMPSON
LOVELAND
SELF STORAGE
DATE
PROJ. NO.
CO
2016.03.02
15025
SHEET
VIC
Date
Submission / Revision
SPECIAL REVIEW #923
COMPSON - LOVELAND SELF STORAGE
LOTS 1 THROUGH 6, BLOCK 1, PARK LANE ADDITION, CITY OF LOVELAND, COUNTY OF LARIMER, STATE OF COLORADO
TOGETHER WITH THAT PORTION OF VACATED FRONTAGE STREET LYING EAST OF, AND ADJACENT TO SAID LOTS,
SAID FRONTAGE STREET VACATED BY ORDINANCE NO. 1949, RECORDED APRIL 14, 1981 IN BOOK 2110 AT PAGE 1418
DATE: APRIL 27, 2016
PROJECT DESCRIPTION
Tribus Anstalt
123 North College Avenue, Suite 200
Fort Collins, CO 80524
These plans are an insturment of service and are the property of DCB Construction Company, Inc.
and may not be duplicated, disclosed, or reproduced without the written consent of DCB
Construction Company, Inc. Copyrights and infringements will be enforced and prosecuted. 2015
COMPSON OF COLORADO, LLC PROPOSES TO BUILD AN APPROXIMATELY 100,600 SF SELF-STORAGE FACILITY ON 4.48 ACRES
OF LAND. THE PROJECT WILL CONSIST OF A TWO-STORY CLIMATE CONTROLLED BUILDING (BUILDING A) THAT FRONTS
GARFIELD AVE. AND TWO SINGLE-STORY DRIVE-UP BUILDINGS (BUILDINGS B & C) WHICH ARE LOCATED INTERNAL TO THE SITE.
A CUSTOMER SERVICE OFFICE IS LOCATED INSIDE BUILDING A FOR THE PURPOSE OF ORIENTING NEW CUSTOMERS, LEASE
TRANSACTIONS, AND FOR THE SALE OF MOVING SUPPLIES. THE ANTICIPATED OPERATING HOURS FOR THE FACILITY ARE
MONDAY - SUNDAY, 8:00AM - 9PM. OFFICE HOURS WILL BE OFFERED FROM 9:30AM-6PM.
THE PROPOSED PRIMARY ACCESS POINT FOR THE DEVELOPMENT IS LOCATED ALONG 43RD STREET, THE CURB CUT HAS BEEN
ALIGNED WITH THE PROPOSED NEW DEVELOPMENT TO THE NORTH AS RECOMMENDED BY CITY STAFF. A SECONDARY ACCESS
POINT MAINLY INTENDED FOR EMERGENCY AND MAINTENANCE ACCESS IS LOCATED ALONG 41ST STREET. INTERNAL
DRIVEWAYS FOR EMERGENCY AND CUSTOMERS VEHICULAR ACCESS ARE PROVIDED INSIDE THE FACILITY, AND HAVE BEEN
DESIGNED TO MEET THE CITY OF LOVELAND'S FIRE AND LIFE SAFETY STANDARDS.
SITE
A PARKING COURT IS LOCATED ADJACENT TO THE LEASING OFFICE AND MAIN ENTRANCE ON THE NORTH END OF THE SITE. A
TOTAL OF 7 PARKING STALLS ARE PROPOSED, WHICH MEET THE CITY'S MINIMUM REQUIREMENTS. ADDITIONAL PARKING
SPACES HAS BEEN PROVIDED AT DESIGNATED LOADING AREAS AT BUILDING A.
Compson of Colorado, LLC
222 Severn Avenue, Building 14, Suite 101
Annapolis, MD 21403
410.267.9777 voice
Contact: Robert Bishop
THE PROPOSED PLAN IDENTIFIES NEW ROW DEDICATION ALONG GARFIELD AVE. ROW IMPROVEMENTS INCLUDING NEW
SIDEWALK, LANDSCAPING AND CURB/GUTTER ARE ALSO IDENTIFIED ON THE SITE PLAN ALONG GARFIELD AVE, 41ST STREET
AND 43RD STREET.
THE PROPOSED ARCHITECTURE INCORPORATES HIGH QUALITY MATERIALS INCLUDING MASONRY, HARD COAT STUCCO AND
ARCHITECTURAL METAL ACCENT PANELS. THE BUILDINGS HAVE BEEN DESIGNED WITH VARYING, MASSING, TEXTURES AND
COLORS CREATING A VISUALLY APPEALING FACADE.
Redland
1500 West Canal Court
Littleton, Colorado 80120
720.283.6783 voice
Contact: Mark Cevaal, P.E.
Email: [email protected]
LANDSCAPE ENHANCEMENTS INCLUDE A REFINED LANDSCAPE , DECIDUOUS , ORNAMENTAL AND EVERGREEN TREES ALONG
ALL R.O.W. FRONTAGES. TURFGRASS, TREES, ORNAMENTAL GRASSES AND SHRUBS PROVIDE SUFFICIENT SCREENING OF THE
PARKING, WHILE PROVIDING FILTERED VIEWS TO THE ENHANCED BUILDING ARCHITECTURE. THE WEST PROPERTY BOUNDARY
LANDSCAPE IS HEAVILY SCREENED WITH A COMBINATION OF DECIDUOUS, ORNAMENTAL AND EVERGREEN TREES.
BUILDING MOUNTED SIGNS AND A MONUMENT SIGN ARE PROPOSED FOR THE PROJECT. THE APPLICANT PLANS TO OBTAIN
SIGNAGE APPROVALS USING THE PLANNED SIGN PROGRAM REGULATIONS METHOD AS DEFINED IN ZONING ORDINANCE
SECTION 18.50.100B.
VICINITY MAP
IN CONJUNCTION WITH THE ARCHITECTURAL MERITS OF THE PROPOSED BUILDING AND ENHANCED LANDSCAPE BUFFERING
TREATMENTS, THE PROPOSED SELF-STORAGE FACILITY WILL BLEND WELL WITH THE SURROUNDING CONTEXT AND PROVIDE A
NEEDED AMENITY TO SURROUNDING RESIDENCES AND BUSINESSES.
1" = 2000'
dcb Construction Company
909 East 62nd Avenue
Denver, CO 80216
303.287.5525 voice
Contact: Mark Delgado
TRANSPORTATION CONDITIONS
INDEX OF SHEETS
01
02
03
04
05
06
07
08
09
10
StackLot LLC
5639 South Curtice Street
303.883-2735 voice
Contact: Steve Wiens
1. ALL PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS).
COVER SHEET
PRELIMINARY SITE PLAN
LANDSCAPE PLAN
LANDSCAPE NOTES
PRELIMINARY UTILITY PLAN
PRELIMINARY GRADING AND DRAINAGE PLAN
SITE LIGHTING PLAN
SITE LIGHTING DETIALS
BUILDING ELEVATIONS
BUILDING ELEVATIONS
2. THE DEVELOPER AGREES TO ACQUIRE AND DEDICATE, AT NO COST TO THE CITY, ANY RIGHTS-OF-WAY NECESSARY FOR THE
REQUIRED STREET IMPROVEMENTS ASSOCIATED WITH THIS DEVELOPMENT.
3. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, PURSUANT TO THE PROVISIONS IN SECTION 16.40.010.B OF THE
LOVELAND MUNICIPAL CODE, THE DEVELOPER SHALL DESIGN AND CONSTRUCT THE FOLLOWING PUBLIC IMPROVEMENTS
UNLESS ALREADY DESIGNED AND CONSTRUCTED BY OTHERS:
a) ALL CURB, GUTTER, ROADWAY PAVING, SIDEWALKS AND ACCESS DRIVEWAYS AS SHOWN ON THE CITY APPROVED
SPECIAL REVIEW PLANS FOR COMPSON -- LOVELAND SELF STORAGE, LOTS 1-6, BLOCK 1, PARK LANE ADDITION.
4. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, PURSUANT TO THE PROVISIONS IN SECTION 16.40.010.B OF THE
LOVELAND MUNICIPAL CODE, THE DEVELOPER SHALL PROVIDE A CASH-IN-LIEU PAYMENT TO THE CITY FOR THE FUTURE
CONSTRUCTION (COLLECTOR STREET EQUIVALENT) OF GRANT AVENUE WHERE FULL WIDTH RIGHT-OF-WAY EXISTS.
Aztec Consultants, Inc.
300 East Mineral Avenue, Suite 1
303.713-1898 voice
Contact: Rob Snodgrass, PLS
4109 N GARFIELD AVE, LOVELAND, CO 80538
5. THE DEVELOPER IS RESPONSIBLE FOR THE REPAIR OF ALL EXISTING ADJACENT PUBLIC STREET IMPROVEMENTS ALONG
EXISTING STREET RIGHTS-OF-WAY (SUCH AS THE EXISTING CURB AND GUTTER AND STREET SIDEWALK, AND ANY UTILITY CUTS
IN THE EXISTING STREET), AND FOR THE INSTALLATION OF THE NEW IMPROVEMENTS, ALL OF WHICH ARE TO BE FOUND
COMPLETE AND IN GOOD REPAIR ACCEPTABLE TO THE PUBLIC WORKS STREET INSPECTOR PRIOR TO ISSUANCE OF A
CERTIFICATE OF OCCUPANCY, LETTER OF COMPLETION, OR FINAL INSPECTION FOR THE MODULAR BUILDING.
WATER/WASTEWATER CONDITIONS
PROPERTY OWNER
THE UNDERSIGNED AGREE THAT THE REAL PROPERTY DESCRIBED IN THE APPLICATION FOR SPECIAL REVIEW FILED HEREWITH, AND
AS SHOWN ON THE SITE PLAN, SHALL BE SUBJECT TO THEE REQUIREMENTS OF CHAPTER 18.40 OF THE MUNICIPAL CODE OF THE CITY
OF LOVELAND, COLORADO, AND ANY OTHER ORDINANCES OF THE CITY OF LOVELAND THERETO. THE UNDERSIGNED ALSO
UNDERSTANDS THAT IF CONSTRUCTION OF ALL IMPROVEMENTS IS NOT COMPLETED AND IF THE SPECIAL REVIEW USES ARE NOT
ESTABLISHED WITHIN THREE YEARS OF THE DATE OF APPROVAL, OR OTHER COMPLETIONS DATE OR DATES ESTABLISHED IN A
DEVELOPMENT AGREEMENT APPROVED BY THE CITY, THE CITY MAY TAKE ACTION TO DECLARE THE PERMIT AND SPECIAL REVIEW
PLANS ABANDONED AND NULL AND VOID.
__________________________________________________
__________________________________________________
LAND DATA TABLE
LOT
EXISTING
ZONING
USE
BUILDING
OCCUPANCY
TYPE OF
CONSTRUCTION
LAND
AREA
AREA TO BE
DEDICATED
AS ROW
NET LAND
AREA
TOTAL
BUILDING
AREA PER
BUILDING
(SF)
STATE OF COLORADO )
) ss
COUNTY OF LARIMER )
TOTAL
BUILDING
AREA (SF)
BUILDING
COVERAGE
IMPERVIOUS
AREA
(PAVEMENT &
WALKS)
LANDSCAPE
AREA
PARKING
SPACES
ACCESSIBLE
PARKING
SPACES
BICYCLE
PARKING
THE FOREGOING AGREEMENT WAS ACKNOWLEDGED BEFORE ME THIS __________ DAY OF ____________________, 20______, BY
_______________________________________________________________ .
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES
BUILDING A 66,000 TOTAL:
1,350 SF
OFFICE, 64,650
SELF STORAGE
BUILDING A OFFICE, &
SELF STORAGE
PROPOSED LOT 1
B - DEVELOPING
BUSINESS
BUILDING B - SELF
STORAGE
S-1
2B
4.48 AC.
194,992 SF
0.31 AC.
13,421 SF
4.17 AC
181,571 SF
BUILDING B 19,600
NOTARY PUBLIC
Design Project No.
15-921
Drawing Title
100,600
68,964 SF
38%
45,854 SF
25%
71,951 SF
40 %
7
1
1
CURRENT PLANNING MANAGER APPROVAL CERTIFICATE
THIS SPECIAL REVIEW IS APPROVED, SUBJECT TO ALL CONDITIONS SET FORTH HEREON, BY THE CURRENT PLANNING MANAGER OF
THE CITY OF LOVELAND, LARIMER COUNTY, COLORADO, THIS __________ DAY OF ____________________, 201____.
BUILDING C - SELF
STORAGE
BUILDING C 15,000
SPECIAL REVIEW #923
1. THE OWNER SHALL PROVIDE THE CITY WATER/WASTEWATER DIVISION THE GATE ACCESS CODE AND A 24 HOUR CONTACT
PHONE NUMBER PRIOR TO BUILDING PERMIT CERTIFICATE OF OCCUPANCY.
__________________________________________________
CURRENT PLANNING MANAGER
COVER
SHEET
Drawing No.
01
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
135'
N0°32'05"E 671.11'
OH
WALL MOUNTED
LIGHT (TYP)
25' WATER
ESMT.
X
X
LEASING
OFFICE
1,350 SF
(HEIGHT VARIES, MAX 30 FEET)
367'
1ST FLOOR DRIVE-UP 4,600 GSF
TO BE VACATED
T
OH
OH
OH
PROPOSED
SIDEWALK
28.4'
PROPERTY LINE
1ST FLOOR OFFICE 1,350 GSF
T
27.6'
TRANSFORMER
BUILDING A
2-STORY SELF STORAGE FACILITY
66,000 SF - FULLY SPRINKLERED
91.7'
15'
GRAVEL
MAINTENANCE
ACCESS
DETENTION &
WATER QUALITY POND
SECURITY FENCE
*
12' MOUNTABLE
CURB
PROPOSED
FIRE HYDRANT
TRASH FIRE
COVERED
LOADING
AREA
PROPOSED
FIRE HYDRANT
20' WATER
ESMT.
SAWCUT LINE
BIKE RACK
2
* * * * * * * 6.7'
***
20' WATER
ESMT.
5'
LANDSCAPE
AREA
25' WATER
ESMT.
SURFACE MOUNTED
LIGHT (TYP)
LOADING
AREA
20' WATER
ESMT.
TO BE REMOVED
ACCESSIBLE UNITS,
SEE TABLE BELOW
STOP SIGN
(R1-1)
13'
N89°45'21"E 289.89'
S89°44'37"W 291.30'
1ST FLOOR CC - 27,050 GSF / 19,746 SF Net rentable
Total Net Rentable = 48,436 (estimated 73% efficency)
4'
25'
X
25'
5'
45.6'
E T
E FO
FO
T
E FO
FO
ET
E
T
T
FO
FO E
E
T
FO E T
FO E
TT
FO EE
FOE
T
T
T
TT
FO
EE
E
FO
FO
EEE
FO
T
TT
FO
EEE
FO
T
TT
EEE FO
FO
T
E
TT EE
T
T
6'
T
FTO
T
FOT E
FOEE
T
FO T E
FO EE
FO
T
T
FO
OH
OH
FO
N0°24'52"E
T
671.03' T
FO
OH
FO
OH
T
FO
OH
T
T
OH
FO
OH
FO
T
T
OH
FO
T
OH
FO
OH
FO
T
T
T
OH
FO
T
OH
FO
OH
FO
T
T
T
OH
FO
T
OH
OH
FO
T
OH
PROPOSED
SIDEWALK
T
T
E
TO BE REMOVED
E T
FO
E
T
E
T
E
T
FO
E
T
E
T
20' ROW DEDICATION (13,421 SF, 0.31 AC)
E
E T
FO
E
FO
MONUMENT
SIGN
LANDSCAPE
AREA
E
FO
E
PROPOSED RIGHT-OF-WAY
LANDSCAPE
AREA
SAWCUT LINE
28.7'
OH
GATE
TO BE REMOVED
25'
T
SAWCUT LINE
T
X
2ND FLOOR CC - 33,000 GSF / 24,090 SF Net rentable
SPECIAL REVIEW #923
X
2' CONCRETE
DRAINAGE PAN
33.3'
5'
FIRE LANE
25' WATER
ESMT.
30'
* *
34'
ACCESSIBLE PARKING
LOT 1
FIRE LANE
PROPOSED
SIDEWALK
FIRE LANE
SECURITY FENCE
GATE
OH
T
FIRE LANE
FIRE AREA
9,600 SF
OH
FIRE AREA
10,000 SF
BUILDING B
19,600 SF - NON-SPRINKLERED TYPE 2B
(HEIGHT VARIES,
MAX 14 FEET)
OH
40'
TE
9'
OH
5'
ACCESS POINT
STANDARD
DRIVEWAY
APPROACH
(TYPE IV) PER
LCUASS 707.2
5
19'
490'
30'
*
ACCESS RAMP
PER LCUASS 1603
(TYP)
T
28'
28.7'
8.4'
T
T
X
31.7'
WALL MOUNTED
LIGHT (TYP)
POLE MOUNTED
LIGHT (TYP)
T
25'
15.6'
*
2' CONCRETE
DRAINAGE PAN
GATE
FIRE LANE
17'
FIRE AREA
7,500 SF
25'
T
600'
T
T
T
FIRE AREA
7,500 SF
T
BUILDING C
15,000 SF - NON-SPRINKLERED TYPE 2B
(HEIGHT VARIES,
MAX 14 FEET)
26'
LANDSCAPE AREA
T
T
42.4'
X
X
ACCESS POINT
STANDARD
DRIVEWAY
APPROACH
(TYPE II) PER
LCUASS 706.2
TO BE VACATED
LANDSCAPE
AREA
LANDSCAPE
AREA
X
AUTHORIZED
VEHICLES ONLY
SIGN (R5-11)
LANDSCAPE
AREA
T
T
T
25'
27.2'
TO BE VACATED
**
SECURITY FENCE
OH
T
X
T
X
T T
X
T
OH
T
T
X
X
T
OH
Date
LEGAL DESCRIPTION:
EXISTING LEGEND
LOTS 1 THROUGH 6, BLOCK 1, PARK LANE ADDITION, CITY OF LOVELAND, COUNTY OF LARIMER, STATE OF COLORADO
TOGETHER WITH THAT PORTION OF VACATED FRONTAGE STREET LYING EAST OF, AND ADJACENT TO SAID LOTS,
SAID FRONTAGE STREET VACATED BY ORDINANCE NO. 1949, RECORDED APRIL 14, 1981 IN BOOK 2110 AT PAGE 1418
ACCESSIBLE UNIT CALCULATION FOR EXTERIOR DRIVE-UP UNITS:
10X25 UNITS = 109 UNITS X 0.02 = 2.18 ACCESSIBLE UNITS, 3 PROVIDED
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING LOT LINE
PROPOSED SETBACK
EXISTING EASEMENT
PROPOSED EASEMENT
RANGE LINE
PROPOSED ROAD CENTERLINE
ROAD CENTERLINE
PROPOSED CURB AND GUTTER (CATCH)
EDGE OF PAVEMENT
PROPOSED CURB AND GUTTER (SPILL)
CURB AND GUTTER
PROPOSED SIDEWALK
CONCRETE
EXISTING STREET LIGHT
EXISTING FIRE HYDRANT
E
E
EXISTING ELECTRIC LINE
G
G
EXISTING GAS LINE
T
T
EXISTING TELEPHONE LINE
FO
FO
EXISTING FIBER LINE
TV
TV
EXISTING CABLE TELEVISION LINE
PAVEMENT LEGEND
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE SIDEWALK
Design Project No.
PROPOSED RETAINING WALL
FENCE
X
* NOTE: BUILDING "A" INTERIOR CLIMATE CONTROLLED UNITS WILL BE DESIGNED TO MEET THE MINIMUM (ADA)
ACCESSIBILITY REQUIREMENTS FOR STORAGE UNITS.
(N00°00'00"E 100.00') - INDICATES RECORD DATA PER PARK LANE ADDITION, REC. NO. 22087
PROPOSED LEGEND
15-921
PROPOSED SAWCUT LINE
********
PROPOSED ACCESSIBLE ROUTE
PROPOSED ELECTRIC LINE
Drawing Title
PROPOSED HEAVY-DUTY CONCRETE
PAVEMENT
PRELIMINARY
SITE PLAN
PROPOSED TELEPHONE LINE
Drawing No.
PROPOSED SECURITY FENCE DETAIL
N.T.S.
SCALE: 1" = 30'
02
OH
OH
Date
03/04/2016
04/26/2016
MATCH LINE
SPECIAL REVIEW
RE-SUBMITTAL
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
3 SC
OH
1 NM
11 AS
9 DM
OH
OH
3 RS
11 KF
1 SC
3 RS
3 CP
1 QR
6 KF
3 SC
2 NM
4 RS
6 AJ
OH
OH
OH
SOD
6 AJ
2 NM
3 WH
3 RS
1 SC
1 SC
1 AP
1 QR
6 AJ
OH
4 KF
2 QR
4 RS
1 CP
1 CP
4 KF
OH
OH
3 RS
3 CP
5 DB
OH
HARDWOOD
MULCH - TYP.
NATIVE
SEED
4"-6" COBBLE
3 AP
1 WH
3 CP
3 PP
1 SH
SOD
NATIVE
SEED
SOD
2 QR
1 NM
SOD
OH
3 RS
Garfield Avenue
2 PP
30'
1 LL
2 PP
OH
1 WH
11 KF
2 QR
3 WH
4 RS
4 KF
2 LL
4 AP
MATCH LINE
4 PP
3 CP
6 AJ
6 AJ
2 NM
2 SC
HARDWOOD
MULCH - TYP.
4 KF
2 LL
5 RS
1 SC
OH
3 RS
3 AP
SOD
4 KF
NATIVE
SEED
3 AP
2 CP
OH
STEEL
EDGING
- TYP.
2 AP
OH
NATIVE
SEED
STEEL
EDGING
- TYP.
2 NM
3 RS
11 KF
OH
STEEL
EDGING
- TYP.
5 DB
1 SH
6 AJ
1 WH
3 RS
OH
3 WH
1 PP
6 AJ
OH
12 BS
5 BS
7 KF
5 BS
3 DB
5 DM
3 DB
3 DB
5 DM
3 RS
3 AP
2 QR
OH
Grant Avenue
4 DB
7 BS
3 QR
2 QR
11 KF
3 RS
M
3 RS
3 AP
7 BS
3 RS
OH
8 AS
41 BF
60 DL
SOD
1 LL
2 SC
2 QR
STEEL
EDGING
- TYP.
2 NM
13 BS
5 PG
13 BS
1 QR
SPECIAL REVIEW #923
SOD
HARDWOOD
MULCH - TYP.
3 WH
OH
3 LL
OH
43rd Street
OH
2 NM
IRRIGATION
POINT OF CONNECTION
8 KF
8 KF
2 LL
DECOMPOSED GRANITE
41st. STREET
NORTH LANDSCAPE PLAN
SOUTH LANDSCAPE PLAN
0"
15'
30'
60'
90'
0"
15'
30'
60'
90'
NORTH
NORTH
SCALE 1" = 30' - 0"
SCALE 1" = 30' - 0"
NOTE:
CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL PLANT MATERIAL
(MEASURED FROM FULL GROWTH DIAMETER) TO MAINTAIN A MINIMUM 5' CLR. DISTANCE
FROM THE ELEC. TRANSFORMER AND ELEC. LINES.
OH
OH
3 RS
3 CP
5 DB
OH
OH
4 PP
OH
2 QR
Garfield Avenue
OH
OH
OH
OH
1 WH
11 KF
2 SC
Design Project No.
15-921
Drawing Title
LANDSCAPE
PLAN
Drawing No.
[urbandesign][planning][landscapearchitecture][tech]
5 6 3 9 S O U T H C U R T I S E S T R E E T
L I T T L E T O N , C O L O R A D O 8 0 1 2 0
3 0 3 8 0 8 4 5 2 3
W W W. S TA C K L O T. C O M
03
OH
Date
03/04/2016
04/26/2016
PLANT MATERIAL SCHEDULE
EAST BUFFER YARD - TYPE C
BUFFER DESCRIPTION:
25-0" AVERAGE
LENGTH
671.03'
YARD WIDTH MULTIPLYER
25' AVERAGE = 0.80
SOUTH BUFFER YARD - TYPE B
BUFFER DESCRIPTION:
25-0" AVERAGE
LENGTH
291.30
30' AVERAGE = 0.70
WEST BUFFER YARD - TYPE B
BUFFER DESCRIPTION:
25-0" AVERAGE
LENGTH
671.10
25' AVERAGE = 0.90
BUFFER YARD TOTALS
REQUIRED PLANTS
6
CANOPY TREES
6
FLOWERING TREES / LARGE SHRUBS
14
SHURBS
2
EVERGREEN TREES
PROVIDED PLANTS
5
CANOPY TREES
0
54
SHURBS
3
EVERGREEN TREES
REQUIRED PLANTS
17
CANOPY TREES
11
80
SHURBS
17
EVERGREEN TREES
PROVIDED PLANTS
17
CANOPY TREES
12
87
SHURBS
7
EVERGREEN TREES
REQUIRED PLANTS
5
CANOPY TREES
5
11
SHURBS
3
EVERGREEN TREES
PROVIDED PLANTS
7
CANOPY TREES
5
33
SHURBS
3
EVERGREEN TREES
REQUIRED PLANTS
13
CANOPY TREES
13
31
SHURBS
7
EVERGREEN TREES
PROVIDED PLANTS
13
CANOPY TREES
18
60
SHURBS
14
EVERGREEN TREES
REQUIRED PLANTS
41
CANOPY TREES
35
136 SHURBS
29
EVERGREEN TREES
PROVIDED PLANTS
42
CANOPY TREES
35
234 SHURBS
29
EVERGREEN TREES
2
SH
Ornamental Trees
14
SC
16
CP
12
WH
CONDITION
REMARKS
WATER USE
NORWAY MAPLE
LITTLE LEAF LINDEN
RED OAK
ACER PLATANOIDES
TILIA CORDOTA
QUERCUS RUBRA
GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER'
B&B
B&B
B&B
B&B
SINGLE STEM
SINGLE STEM
SKYLINE HONEYLOCUST
2" CAL.
2" CAL.
2" CAL.
2" CAL.
SINGLE STEM
SINGLE STEM
M
M
M
L
SPRING SNOW CRABAPPLE
CHANTICLEER PEAR
WASHINGTON HAWTHORN
MALUS x 'SPRINRSNOW'
PYRUS CALLERAYANA 'CHANTICLEER'
CRATAEGUS PHAENOPYRUM
2" CAL.
2" CAL.
2" CAL.
B&B
B&B
B&B
SINGLE STEM
SINGLE STEM
SINGLE STEM
M
M
M
Evergreen Trees
9
25
PP
AP
PONDEROSA PINE
AUSTRIAN PINE
PINUS PONDEROSA
PINUS NIGRA
6' HT.
B&B
L
6' HT.
B&B
L
Shrubs
23
DB
DWARF BURNING BUSH
EUONYMUS ALATUS 'COMPACTA'
5 GAL.
CONT.
M
24
PG
GOLD DROP POTENTILLA
POTENILLA FRUTICOSA 'GOLD DROP'
5 GAL.
CONT.
L
19
50
67
42
AS
RS
BS
AJ
SPIREA ANTHONY WATERER
RUSSIAN SAGE
BLUE MIST SPIREA
ARMSTRONG JUNIPER
SPIREA JAPONICA 'ANTHONY WATERER'
PEROVSKIA ARTIPILCIFOLISA
CARYOPTERIS X CLANDONENSIS
JUNIPERUS CHINENSIS 'ARMSTONG'
5 GAL.
5 GAL.
5 GAL.
5 GAL.
CONT.
CONT.
CONT.
CONT.
M
L
L
L
DWARF MAIDEN GRASS
MISCANTHUS SINESIS 'YAKU JIMA''
5 GAL.
CONT.
M
L
Ornamental Grass
19
DM
93
KF
KARL FOERSTER FEATHER REED
CALAMAGROSIC ACUTI ' KARL FORESTER'
5 GAL.
CONT.
60
DL
DAYLILY
HEMEROCALLIS 'ORANGE, YELLOW RED MIXED'
1 GAL.
CONT.
18" O.C.
L
41
BF
BLUE FESCUE
FESTUCA GLAUACA 'ELLIJAH BLUE'
1 GAL.
CONT.
18" O.C.
L
25' AVERAGE = 0.90
SIZE
LEGEND:
GROUND COVER
NATIVE SEED
LOW GROW MIX
MIX RATIO:
30% EPHRAIM CRESTED WHEATGRASS
25% SHEEP FESCUE
20% PERENNIAL RYE
15% CHEWINRS FESCUE
10% CANADA BLUEGRASS
SEEDING RATE: 40 lbs/acre
SOD
4" - 6" Cobble
DECOMPOSED GRANITE
STEEL EDGING
EXISTING TREE TO BE REMOVED
IRRIGATION POINT OF CONNECTION
IRRIGATION NOTE:
1.
AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO SUPPLY WATER TO ALL TURF, SHRUBS, TREES AND GRASSES.
2.
A TEMPORARY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO SUPPLY WATER TO ALL NATIVE TURF AREAS.
LENGTH
289.89'
BOTANICAL NAME
BUFFER DESCRIPTION:
25-0" AVERAGE
COMMON NAME
SPECIAL REVIEW #923
NORTH BUFFER YARD - TYPE B
QTY.
SYMBOL
Deciduous Trees
14
NM
10
LL
16
QR
SPECIAL REVIEW
RE-SUBMITTAL
Design Project No.
15-921
Drawing Title
LANDSCAPE
NOTES
Drawing No.
[urbandesign][planning][landscapearchitecture][tech]
5 6 3 9 S O U T H C U R T I S E S T R E E T
L I T T L E T O N , C O L O R A D O 8 0 1 2 0
3 0 3 8 0 8 4 5 2 3
W W W. S TA C K L O T. C O M
04
OH
W
G
OH
W
T
EX. SANITARY SERVICE
REMOVED @ MAIN
T
Date
X
X
X
G
W
X
X
NEW 4" SANITARY
CONNECTION
X
X
X
X
X
X
X
X
X
W
T
X
X
X
X
W
T
W
T
OH
24" FES
W/ RIPRAP
25'
T
W
TRIPLE TYPE 13
VALLEY INLET
8" X 8" WET TAP
W/ 8" G.V.
3
4"
WATER
TAP
W
TE
G
8" W
W
OH
25' WATER
ESMT.
T
T
24" SD
W
W
PROPOSED
FIRE HYDRANT
X
W
T
G
*
OH
T
T
X
W
*
2' CONCRETE
DRAINAGE PAN
W
W
T
G
X
T
24" SD
OH
W
G
X
T
W
T
W
X
W
X
G
X
T
X
T T
G
X
T
W
W
W
W
W
W
W
W
X
T
W
G
G
G
G
G
W
X
T
G
G
G
G
W
W
W
W
X
G
W
X
G
W
X
W
W
10'
30'
OH
8" W
W
OH
T
6" W
GRAVEL
MAINTENANCE
ACCESS
W
G
G
T
G
T
G
T
G
OH
T
T
FTO
T
FOT E
FOEE
T
T
T
T
FO
OH
FO
OH
OH
FO
FO
FO
OH
T
FO
OH
T
G
G
G
G
G
W
W
W
W
W
OH
FO
T
G
OH
FO
T
T
G
OH
FO
G
OH
FO
T
T
G
G
OH
FO
T
G
T
G
T
G
T
G
T
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
W
W
G
OH
W
T
REMOVE WATER METER
& METER PIT, METER TO
BE RETURNED TO CITY
W
T
G
OH
OH
FO
T
G
OH
FO
OH
FO
OH
FO
OH
FO
8" X 6" WET TAP
W/ 6" G.V.
W
T
TT
FO
EEE
FO
T
G
G
GT
TT
G
T
G
FO
EEE
FO
T
E
W
FO EE
FOE
TT
FO
EE
E
FO
FO
E
G
G
G
SPECIAL REVIEW #923
E
G
G
G
E
W
G
G
G
T
FO
T
E
W
G
EX. 34" SERVICE
TO BE REMOVED
TO MAIN
T
G
T
E
W
GT
TT
G
W
GT
FO E T
FO E
G
W
GT
T
FO
FO E
E
W
GT
ET
E
PROPOSED SIDEWALK
T
T EEE
EEE FO T
FO T E
FO EE
FO
W
W
T
E FO
FO
W
G
W
E
E T
FO
W
E T
E FO
FO
G
W
E T
FO
E
FO
GT
G
W
E
E
E
GT
T
W
X
ET
FOE
FO
25'
OH
G
W
X
25'
T
W
X
15'
15" SD
OH
FIRE
ENTRY
OH
DOMESTIC
WATER
SERVICE
T
W
G
FIRE DEPARTMENT
CONNECTION
TRANSFORMER
W
W
G
W
3
4"
6" FIRE LINE
25' WATER
ESMT.
DETENTION &
WATER QUALITY POND
W
*
18" SD
PROPOSED
FOREBAY
8" X 6" REDUCER & 6" G.V.
WITH LOCKING LID
T
LOADING
AREA
W
CONCRETE
RUNDOWN
W
COVERED
LOADING
AREA
20' WATER
ESMT.
PROPOSED SIDEWALK
W
W
PROPOSED SIDEWALK
G
G
W
20' WATER
ESMT.
18" SD
PROPOSED
FOREBAY
WATER
METER
W
W
W
X
X
18" FES
3
4"
*
20' WATER
ESMT.
PROPOSED
FIRE HYDRANT
X
25' WATER
ESMT.
18" SD
18" FES
M
2' CONCRETE
DRAINAGE PAN
33.3'
T
G
W
T
24" FES
W/ RIPRAP
EXISTING LEGEND
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING EASEMENT
PROPOSED SETBACK
RANGE LINE
PROPOSED EASEMENT
ROAD CENTERLINE
EDGE OF PAVEMENT
CURB AND GUTTER
CONCRETE
PROPOSED SIDEWALK
FENCE
PROPOSED STORM SEWER
PROPOSED MANHOLE
PROPOSED INLET
EXISTING WATERLINE
PROPOSED FLARED END SECTION
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING STORM SEWER
PROPOSED SANITARY SEWER SERVICE
E
PROPOSED ELECTRIC LINE
G
G
EXISTING GAS LINE
PROPOSED TELEPHONE LINE
T
T
FO
FO
EXISTING FIBER LINE
5030
PROPOSED CONTOUR MAJOR
TV
TV
5029
PROPOSED CONTOUR MINOR
NOTE:
1.
PROPOSED LEGEND
24 HOUR ACCESS THROUGH GATES SHALL BE PROVIDED
TO THE WATER/WASTE WATER DEPARTMENT.
X
W
W
WV
E
Design Project No.
15-921
Drawing Title
PRELIMINARY
UTILITY
PLAN
Drawing No.
PROPOSED SPOT ELEVATION
PROPOSED SLOPE ARROW
(4:1 MAX UNLESS NOTED OTHERWISE)
0
15
30
SCALE: 1" = 30'
60
05
Date
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SIGHT DISTANCE
TRIANGLE
X
25'
X
24" SD
TRIPLE TYPE 13
VALLEY INLET
*
X
2' CONCRETE
DRAINAGE PAN
X
X
X
24" FES
W/ RIPRAP
*
X
24" SD
30'
24" FES
PROPOSED SIDEWALK
4' DIA MH SD
2' CONCRETE
DRAINAGE PAN
33.3'
4' DIA MH SD
18" SD
18" FES
*
PROPOSED
FOREBAY
TRASH
*
15' MOUNTABLE
CURB
FIRE
ENTRY
BUILDING A
2-STORY SELF STORAGE FACILITY
MECH / ELEC
GRAVEL
MAINTENANCE
ACCESS
X
PROPOSED SIDEWALK
COVERED
LOADING
AREA
LOADING
AREA
CONCRETE
RUNDOWN
18" FES
X
X
PROPOSED
FOREBAY
SIGHT DISTANCE
TRIANGLE
X
DETENTION & WQ POND
WQCV REQUIRED = 0.12 AC-FT @ 5023.25
100 YEAR REQUIRED = 0.594 AC-FT @ 5024.70
100 YR RELEASE RATE: Q = 0.21 CFS/ACRE = 0.80 CFS
15" SD
25'
X
EXISTING LEGEND
X
W
W
WV
PROPOSED LEGEND
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING LOT LINE
PROPOSED SETBACK
EXISTING EASEMENT
PROPOSED EASEMENT
RANGE LINE
ROAD CENTERLINE
EDGE OF PAVEMENT
CURB AND GUTTER
PROPOSED SIDEWALK
CONCRETE
PROPOSED STORM SEWER
FENCE
PROPOSED MANHOLE
PROPOSED INLET
PROPOSED FLARED END SECTION
EXISTING WATERLINE
EXISTING SANITARY SEWER
EXISTING STORM SEWER
5030
PROPOSED CONTOUR MAJOR
5029
PROPOSED CONTOUR MINOR
E
G
G
EXISTING GAS LINE
T
T
PROPOSED SLOPE ARROW
(4:1 MAX UNLESS NOTED OTHERWISE)
FO
FO
EXISTING FIBER LINE
TV
TV
E
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
PROPOSED SIDEWALK
SPECIAL REVIEW #923
X
25'
Design Project No.
15-921
Drawing Title
PRELIMINARY
GRADING &
DRAINAGE
PLAN
PROPOSED SPOT ELEVATION
Drawing No.
0
15
30
SCALE: 1" = 30'
60
06
Date
03/04/2016 SPECIAL REVIEW
04/26/2016 RE-SUBMITTAL
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0.1
0.7
1.6
1.8
1.8
1.9
1.4
0.6
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1
0.9
1.7
1.8
1.6
2.4
1.9
1.0 1 0.5
0.1
0.5
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0.5
1.8
4.3
4.7
2.9
3.3
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2.3
1.7
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0.9
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5
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0.1
2.7
*
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3.9
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3.2
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0.0
10.4
*
0.0
3.3
4.1
8.5
8.0
4.4
4.0
4.2
2.7
2.3
4.5
4.4
4.9
5.3
3.9
4.6
5.5
5.5
7.4
0.0
0.0
0.0
0.0
0.0
5.4
4.3
3.3
3.8
3.5
4.7
6.2
4.7
4.6
0.0
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0.0
0.0
4.5
4.3
3.5
4.1
3.6
5.2
7.2
5.2
3.7
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4.2
3.8
2.9
3.9
4.4
8.2
9.8
6.3
6.4
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6.0
3.7
2.4
3.3
3.9
7.5
8.7
5.1
5.2
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0.0
0.0
5
5
*
5
0.0
0.0
0.0
0.0
5.1
4.3
3.8
2.1
2.6
2.0
3.2
4.3
3.7
2.9
1.4
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
4.5
3.9
3.3
1.9
2.5
2.2
2.3
2.7
2.8
2.7
2.7
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0.0
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0.0
0.0
0.0
5.2
2.7
2.1
2.2
2.9
3.1
2.7
1.9
2.1
2.6
6.0
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0.0
1.4
1.8
1.5
1.8
2.4
4.3
1.9
1.8
2.2
2.1
1.3
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1
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1.5
1.5
1.2
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2.4
2.1
1.3
0.6
0.0
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0.0
0.0
0.0
0.0
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0.0
0.0
2.4
1.6
1.1
5.3
2.5
1.4
0.6
0.0
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0.0
0.0
0.0
0.0
0.0
5.1
2.3
1.3
1.4
2.6
2.2
1.2
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1.3
2.4
1.9
0.7
1.8
2.8
5.3
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0.0
0.0
1.9
2.1
0.4
1.3
1.6
2.3
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1
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2.0
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1.2
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1.4
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1.2
2.4
1.9
2.4
1.9
1.2
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2.5
1.8
1.4
5.3
2.4
1.4
5.8
9.2
9.3
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0.0
4.9
2.1
1.2
1.4
2.1
1.5
5.3
5
8.0
8.1
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0.0
1.3
2.4
1
1.8
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1.9
1
*
1
1
0.7
5
0.7
0.5
1.5
1.9
4.9
6.4
6.5
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0.0
2.1
0.4
1
1.5
2.9
8.3
5.7
5.8
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1
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2.0
4.1
1.2
2.1
1.8
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1.2
2.4
1.8
2.3
2.4
1.6
1
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2.5
1.8
1.4
5.1
2.7
1.2
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5.0
2.1
1.1
1.4
2.7
1.9
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1.9
3.1
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1.3
1.5
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1
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1.4
2.5
1.8
1
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0.7
2.0
2.2
0.4
0.5
1
0.0
0.0
0.0
0.0
0.5
2.1
4.2
1.1
1.7
1.3
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0.0
0.0
0.0
1.3
2.5
1.8
2.4
1.9
0.8
0.0
0.0
0.0
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0.0
1
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0.0
0.0
0.0
2.6
1.9
1.3
5.2
2.7
1.1
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.9
2.0
1.0
1.4
2.7
1.9
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
1.4
2.5
1.7
0.6
1.9
3.2
0.0
0.0
0.0
0.0
0.0
1.6
0.0
0.0
0.0
0.0
0.0
1.3
0.0
0.0
0.0
0.0
0.0
1
0.0
0.0
0.0
0.0
0.8
2.0
2.1
0.3
1.4
2.2
4.4
1.1
1.7
1
0.5
1
0.0
0.0
0.0
0.0
1.3
2.5
1.7
2.2
1.9
0.7
0.0
0.0
0.0
0.0
0.0
5.0
2.4
0.7
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
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1
0.0
0.0
0.0
0.0
2.5
2.0
1.3
0.0
0.0
0.0
0.0
5.0
2.1
1.0
1.5
2.0
0.8
0.0
0.0
0.0
0.0
1.5
2.5
1.7
2.7
2.7
1.1
0.0
0.0
0.0
0.0
0.8
2.1
2.3
4.4
5.3
2.9
0.0
1
0.6
2.3
4.5
9.0
6.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.4
2.6
1.7
5
3.0
*
0.5
6.4
6.1
7.2
4.2
2.0
0.8
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
3.7
4.4
5.0
5.2
3.5
2.3
0.8
0.5
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.7
2.6
2.5
2.7
2.6
2.0
1.2
0.6
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
3.6
1.7
0.6
0.6
0.5
0.4
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.3
1.2
0.4
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5.3
1.2
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5
1
0.0
0.0
0.0
0.0
2.6
2.1
1.2
3.5
0.0
0.0
0.0
0.0
4.8
2.2
0.9
4.5
0.0
0.0
0.0
0.0
1.6
2.5
1.6
8.9
5
1
0.0
0.0
0.0
0.0
0.9
1
2.1
2.2
3.0
3.9
1
1.2
0.0
0.0
0.0
0.0
0.6
2.3
4.7
3.4
3.4
1.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.4
2.6
1.7
4.1
4.2
1.0
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.5
2.1
1.1
8.6
5.1
1.0
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.9
2.3
0.9
2.8
3.7
1.1
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.6
2.6
1.6
3.3
3.3
1.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.9
2.2
2.3
3.8
4.0
0.9
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
2.3
0.0
0.0
0.0
0.0
1.5
4.7
8.2
4.9
0.9
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.7
1.7
2.7
3.6
0.9
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
3.2
3.2
1.0
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
3.7
3.9
0.9
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.6
2.2
1
1.1
0.0
0.0
0.0
0.0
4.6
2.3
0.8
1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.7
Parking & Drive Areas
Avg
Max
Min
Max/Min
Avg/Min
2.7 fc
10.4 fc
0.1 fc
N/A
N/A
GIVEN
& ASSOCIATES INC
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
5
1
0.0
Description
0.5
5
1
LIGHTING STATISTICS
2.6
1.5
8.3
4.9
5
1.0
0.5
0.0
1.0
2.1
2.3
4.6
5.4
1.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1
0.8
2.3
4.8
4.7
4.7
1.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
8.1
4.7
0.8
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5
0.0
0.0
0.0
0.0
1.5
2.6
1.6
0.0
0.0
0.0
0.0
2.4
2.2
1.6
2.8
7.4
5
5.3
2.5
2.8
3.3
0.7
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.6
2.3
1.4
3.3
4.0
3.3
2.7
1.5
1.1
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.2
1.6
1.1 1 1.5
1.9
1.8
1.3
0.5
0.5
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
0.4
0.3
0.2
0.3
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
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0.0
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0.0
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0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
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0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
X
X
X
X
X
X
X
X
Design Project No.
15-921
Drawing Title
SITE LIGHTING
PLAN
Drawing No.
07
Project #: 16028
0.0
0.0
0.0
SPECIAL REVIEW #923
0.0
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Drawing No.
08
GIVEN
& ASSOCIATES INC
Design Project No.
15-921
Drawing Title
SITE LIGHTING
DETAILS
Project #: 16028
SPECIAL REVIEW #923
Date
03/04/2016 SPECIAL REVIEW
04/26/2016 RE-SUBMITTAL

compson - loveland self storage

Transcription

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