HomeMy WebLinkAbout03/03/2016I
City of
WheatR d c
PLANNING COMMISSION
AGENDA
March 3, 2016
Notice is hereby given of a Public Meeting to be held before the City of Wheat Ridge Planning
Commission on March 3, 2016 at 7:00 p.m., in the City Council Chambers of the Municipal
Building, 7500 West 29th Avenue, Wheat Ridge, Colorado.
*Agendapackets and minutes are available online athttp://www.ci.wheatridge.co.usl95/Plarming-
Commission
1. CALL THE MEETING TO ORDER
2. ROLL CALL OF MEMBERS
3. PLEDGE OF ALLEGIANCE
4. APPROVE THE ORDER OF THE AGENDA (Items of new and old business may be
recommended for placement on the agenda.)
5. APPROVAL OF MINUTES—February 18, 2016
6. PUBLIC FORUM (This is the time for any person to speak on any subject not
appearing on the agenda. Public comments may be limited to 3 minutes.)
7. PUBLIC HEARING
A. Case No. PBG -15-02: an application filed by dcb Construction for approval
of a planned building group for development of a self -storage and flex office
facility for property zoned Industrial -Employment (IE) located at 4901
Marshall Sheet.
S. OTHER ITEMS
A. Election of Officers
9. ADJOURNMENT
Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat
Ridge. Call Heather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of a
meeting if you are interested in participating and need inclusion assistance.
I
CI(Y Of
]�9rWheatRoge
PLANNING COMMISSION
Minutes of Meeting
February 18, 2016
1. CALL THE MEETING TO ORDER
The meeting was called to order by Chair BUCKNAM at 7:00 p.m. in the City Council
Chambers of the Municipal Building, 7500 West 29a Avenue, Wheat Ridge, Colorado.
2. ROLL CALL OF MEMBERS
Commission Members Present: Alan Buckram
Dirk Boden
Emery Dorsey
Donna Kimsey
Scott Ohm
Steve Timms
Amanda Weaver
Commission Members Absent:
Staff Members Present: Lisa Ritchie, Planner II
Scott Brink, Public Works Director
Tammy Odean, Recording Secretary
3. PLEDGE OF ALLEGIANCE
4. APPROVE ORDER OF THE AGENDA
It was moved by Commissioner OHM and seconded by Commissioner EIMSEY to
approve the order of the agenda.
Motion carried 7-0.
5. APPROVAL OF MINUTES—January 21, 2016
It was moved by Commissioner WEAVER and seconded by Commissioner
DORSEY to approve the minutes of January 21, 2016, as written.
Motion carried 7-0
Planning Commission Minutes - 1 —
February 18, 2016
6. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing
on the agenda.)
Vivian Vos
6920 W. 47u' Place
Ms. Vos asked if property line extends to the center of the street like zone district lines
do.
Ms. Ritchie explained that the zone district and the property lines are two different
boundaries and the property line does not extend to the middle of the street.
Ms. Vos then asked how a zone district impacts a property.
Chair BUCKNAM explained the zone district determines what you are allowed to use the
property for.
Chair BUCKNAM and Ms. Ritchie stated the zone district going to the center line gives a
good reference point.
Ms. Vos wanted to confirm that the zone district going to the center line does not apply to
anybody's property rights.
Ms. Ritchie confirmed it does not.
PUBLIC HEARING
A. Case No. WV -16-01: an application filed by The City of Wheat Ridge for approval of
a vacation of the western 19 feet of Marshall Street located approximately at 4901
Marshall Street.
Ms. Ritchie gave a brief presentation regarding the vacation of a Right -of -Way (ROW)
and the application. She entered into the record the contents of the case file, packet
materials, the zoning ordinance, and the contents of the digital presentation. She stated
the public notice and posting requirements have been met, therefore the Planning
Commission has jurisdiction to hear this case.
Ms. Ritchie stated the current ROW is 110 -feet and the City will retain 91 -feet, which
is adequate for all future anticipated improvements such as detached sidewalks and an
amenity zone. Ownership of the vacation will vest with 4901 Marshall Street. It is
also timed with a proposed redevelopment to be heard by Planning Commission and
scheduled for March 3. Ms. Ritchie also explained that agency referrals were notified
and there were no comments other than requests for easements for existing utilities
which have been identified on the plat. Staff also concludes that the determinations
found in Section 26-118 to approve a ROW vacation have been met.
Commissioner DORSEY wanted to know where the easements will be located.
Planning Commission Minutes -2—
February
2—
February 18, 2016
Ms. Ritchie explained it will be on private property and has been reserved on the plat
document.
Commissioner TIMMS asked for the current classification of Marshall Street.
Mr. Brink stated it is Minor Arterial.
Commissioner TIMMS asked if 91 -feet is consistent for a cross section of a Minor
Arterial.
Mr. Brink stated it is actually a little wider than what is needed and consistent with any
other improvements that will be done in the future.
Commissioner TIMMS asked if this is the only vacation being requested on Marshall
Street and should it be extended to the properties to the North and South.
Ms. Ritchie explained this is the only property scheduled for redevelopment so the
other properties were not included.
Commissioner TIMMS also wanted to know if there were any underground lines that
could be affected by this ROW vacation and the new amenity zone, specifically trees
being planted in the amenity zone.
Ms. Richie stated there is no storm sewer but there is a drainage ditch that will be
accommodated by a similar swale and there are trees proposed for the amenity zone;
no lines should interfere with the planting of trees and it will comply with the Street
Scape Manuals.
Chair BUCKNAM stated he would like staff to harmonize Marshall Road from Harlan
to the Northern end of the Wheat Ridge boundary. It would be nice to have a unified
width for bike/ped traffic especially since the Clear Creek Path is so close. He stated
he would like to see current and future businesses unify to make this happen.
Mr. Brink added there have been discussions with the City of Arvada to connect bike
paths to get to the Clear Creek Trail.
Vivian Vos
6920 W. 47th Place
Ms. Vos stated this is an educational process for her and she needs a better
understanding of a ROW and the vacation of this ROW.
Mr. Brink explained the definition of a ROW is public use, owned by the City and it is
used for roadways, sidewalks, drainage and utilities. He also stated the ROW goes
from one property line to the next property line across the street; it is not from the
Planning Commission Minutes -3—
February
3—
February 18, 2016
center line of the road. For this case, he explained, a measurement of 55 -feet can be
done from the center line in one direction toward the property line. Mr. Brink stated
that the vacation of 19 -feet is based on the future use of this property plus the City
improvements to the road and addition of a bike/ped path.
Ms. Vos asked why the City is giving up 19 -feet of ROW and who will maintain the
weeds and grass.
Mr. Brink stated that if the City doesn't want to maintain excess ROW then it can be
donated to the property owner, which is done quite frequently. It is then up to the
property owner to maintain the ROW they acquired.
Ms. Vos asked how she can find out if there is a ROW on her property.
Both Mr. Brink and Chair BUCKNAM explained that each property is unique and
different in locating the ROW and the City's Planner office would need to be contacted
to figure it out.
It was moved by Commission TIMMS and seconded by Commissioner Ohm to
recommend APPROVAL of Case No. WV -16-01. A request for approval of a
right-of-way vacation of an unused portion of Marshall Street, for the following
reasons:
1. The Public Works Department does not see any future needs for their ROW.
2. The request will not hinder the future improvements established on the Wheat
Ridge Comprehensive Plan or the Wheat Ridge Bicycle and Pedestrian Plan.
3. The criteria used to evaluate a vacation have been met.
Motion Passed 7-0.
8. OTHER ITEMS
A. Extended Shoulder Width on 32nd Avenue by the High School
Commissioner OHM and Chair BUCKNAM stated they are enjoying the new shoulder
with on 32nd Avenue west from Wadsworth Blvd.
B. Public Works Update
Mr. Brink gave a brief description about different projects happening in the city, most
of which are paving projects but also slurry and drainage projects. The map is posted
on the website by searching 2016-2017 CIP Program.
Planning Commission Minutes -4—
February
4—
February 18, 2016
Commissioner OHM asked if there is anything scheduled for sidewalk repair and what
is going to be done after a repair when the sidewalks are uneven and there is a tripping
hazard.
Mr. Brink stated the standards are different for repairing sidewalks, but for tripping
hazards usually a type of sawing or plaining would be done to even the sidewalk.
Commissioner OHM also wanted to know what the ultimate plan for Wadsworth Blvd.
is.
Mr. Brink stated the plan is to have 6lanes on Wadsworth, sidewalks on both sides
with one side being a two way cycle track allowing off road for bicycles to ride in both
directions also with amenity zones.
Commissioner TIMMS asked about the East side of Wheat Ridge around Chase, Eaton
and Depew and if the work being done there is on sanitation and water lines or storm
sewer lines.
Mr. Brink stated it is either sanitary sewer or water but not storm sewer. Chair
BUCKNAM added he has also seen some Environmental Monitoring being done in
that area.
Chair BUCKNAM asked that with all the paving and road work being done, if fly ash
is being used to help with the storm water issues.
Mr. Brink stated there are no plans to use fly ash yet, but it could be a pilot project in
the future. It is a porous product, but there are maintenance concerns due to a lot of
dust and sediment plugging things.
C. 2016 Planning Division Work Program
Ms. Ritchie gave a brief explanation of the goals staff has set for 2016. They include
goals for Administration, Zoning Ordinance Amendments and Long Range Planning.
Administrative items include recording keeping, a web -based permitting system,
Department Strategic Plan to meet the cities needs and online mapping. Zoning
Ordinance Amendments include Accessory Dwelling Units, Sign Code Update, CMRS
Update, Lighting Code Update, considering a Self -Storage Developments Update, and
considering simplification of rezoning from RC and NC to MU -N. Long Range
Planning includes Ridge at 38u — CR8 Your 38 which could lead to a 38u Ave.
Streetscape Design process and implementation, Wadsworth EA and a Streetscape
Design Manual Update. Other items include, but not limited to, Fruitdale School
Redevelopment and the Wheat Ridge Housing Authority Strategic Plan to make sure
they are headed in the right direction for the City.
Planning Commission Minutes - 5—
February 18, 2016
9. ADJOURNMENT
It was moved by Commissioner DORSEY and seconded by Commissioner
WEAVER to adjourn the meeting at 7:52 p.m.
Motion carried 7-0.
Alan Bucknam, Chair Tammy Odean, Recording Secretary
Planning Commission Minutes
February 18, 2016
6—
City of
Wheat,Rj ge
COMMUNITY DEVELOPMENT
CITY OF WHEAT RIDGE
COMMUNITY DEVELOPMENT STAFF REPORT
TO: Planning Commission
DATE OF MEETING:
CASE NO. & NAME:
ACTION REQUESTED:
CASE MANAGER: Lisa Ritchie
March 3, 2016
PBG -15-02 / Marshall Street Self Storage
Approval of a Planned Building Group for multiple
structures for a self -storage and flex space office
development
LOCATION OF REQUEST: 4901 Marshall Street
PROPERTY OWNER: Marshall 76, LLC
APPROXIMATE AREA: 6.57 acres
PRESENT ZONING: Industrial -Employment
COMPREHENSIVE PLAN: Employment
ENTER INTO RECORD:
COMPREHENSIVE PLAN CASE FILE & PACKET MATERIALS
ZONING ORDINANCE DIGITAL PRESENTATION
All notification and posting requirements have been met; therefore, there is jurisdiction to hear
this case.
VICINITY MAP
I. REQUEST
The applicant is requesting approval of a planned building group (PBG) for property zoned
Industrial -Employment (I -E) and located at 4901 Marshall Street. The purpose of the request is
to allow multiple structures on the property in preparation for development of 9 buildings that
will be used for flex space office, self storage, and a care -taker residence.
Pursuant to Section 26-116 of the code of laws, a PBG site plan is required in all zone districts
other than planned development and mixed use districts for properties on which more than one
primary structure is proposed. An application for more than four main structures requires
approval by the Planning Commission at a public hearing. This case will not require review by
the City Council. Per Section 26-116.D.2. the decision of the Planning Commission is final.
Appeals from a Planning Commission ruling shall be to the Jefferson County District Court.
The applicant is also requesting approval of an administrative subdivision, Case Number MS -15-
07, to consolidate the two existing lots into one. The case is still being reviewed by staff.
In conjunction with the two requests by the applicant, the City of Wheat Ridge Public Works
Department is requesting a right-of-way vacation for the western 19 feet of Marshall Street, Case
Number WV- 16-0 1. This case was recommended for approval by the Planning Commission
during a public hearing on February 18, 2016 and will be considered for final approval by the
City Council at an upcoming public hearing, scheduled for March 28, 2016. The PBG site plan
and plat as shown contemplate the approval of the right-of-way vacation. Should the City
Council deny the request, the PBG site plan and plat will be corrected to reflect the existing
property line and right-of-way before they are recorded with Jefferson County.
A pre -application neighborhood meeting is not required for a PBG or subdivision application. It
should be noted that this proposal was discussed during the required neighborhood meeting that
was held on April 8, 2015 that occurred prior to the rezoning of the property to I -E, approved by
City Council on September 28, 2015. (Exhibit 1, Applicant Letter)
II. EXISTING CONDITIONS/PROPERTY HISTORY
The property is located in the northeastern quadrant of the city at 4901 Marshall Street. The site
is about 6.5 acres in size, is comprised of two parcels, and was rezoned to I -E on September 28,
2015. (Exhibit 2, Zoning Map)
The property is surrounded by a variety of land uses and zoning designations. Immediately to
the west and south is CDOT right-of-way for I-70, and across I-70 to the south is a residential
neighborhood zoned Residential -Two (R-2). To the north are parcels zoned I -E and
Commercial -One (C-1) that are largely undeveloped, but include an Neel transmission tower and
an automotive collision repair shop. Further to the north is the Clear Creek Greenbelt. To the
south of the site and across Marshall Street to the east are several commercial properties zoned
C-1; these include a marijuana dispensary and infused products manufacturer and several
building contractors. Creekside Park and ball fields are northeast of the subject property.
(Exhibit 3, Aerial Photo)
Planning Commission
PBG -15-02 /Marshall Street Self Storage
The site is currently vacant. Most recently it was used by Copper Fields events center for private
events, weddings, receptions and indoor music events. The structure was demolished following
the zone change to prepare for redevelopment. The southern half of the property is undeveloped
and has a change in grade of roughly 40 feet. A billboard is located on the eastern property line
adjacent to I-70, and is under separate permit and not included as part of this application.
III. PROPOSED PLANNED BUILDING GROUP SITE PLAN
A planned building group entails site plan review for a parcel with more than one primary
structure. The purpose of a PBG is to promote better overall utilization of a site through
comprehensive review of elements such as circulation, access, parking and building layout.
(Exhibit 4, Reduced copy of PBG submittal)
The applicant is proposing to develop a self storage facility with a care -taker residence, and a
building that will contain flex office use, with a total of 9 buildings on the site. Access to and
from the site will be from Marshall Street, with the flex space office, leasing office, and the
caretaker residence all fronting Marshall Street. The remainder of the site will be used for the
self storage operation. The majority of the structures are single -story, however the caretaker unit
and a portion of a building fronting I-70 will be two -stories.
Public Improvements
The City typically evaluates right-of-way when adjacent properties develop/redevelop. In this
case, it has been determined that a right-of-way vacation warrants consideration, as mentioned
above. The proposed street and streetscape improvements include a 6 -foot detached sidewalk
along the front property line, with a 6 -foot amenity zone. The amenity zone will be landscaped
with shrubs, and will include a variety of street trees.
Access
The property will be served by a primary access point at the northern side of the site, off
Marshall Street, with a secondary access point from Marshall Street at the southern side of the
site. Only the flex -office space and the self storage leasing office will be publicly accessible, the
remainder of the site will be secured with a gate and fence. Internal access to the self storage
units is provided by asphalt drive aisles, with a minimum width of 27 feet. The site circulation
complies with the code, and is acceptable with Wheat Ridge Fire District.
Landscaping
The proposed landscaping complies with the ASDM and the code. Thirty-four percent of the lot
will be landscaped, 16 street trees are provided, and 44 trees will be included throughout the site.
The shrub requirement is proposed to be met with a combination of shrub beds near the front of
the site, and with willow stakes in the drainage areas. The applicant will work with the City's
forestry division, which can provide local willow stakes already acclimated to the area.
Provisions have been included to evaluate the landscaping after one full growing year to ensure
that the landscaping is successful.
Planning Commission
PBG -15-02 /Marshall Street Self Storage
Architecture
The Architectural and Site Design Manual (ASDM) is the document that the City uses to outline
architectural standards for this type of development, with building design requirements called for
in the Heavy Commercial/Light Industrial section. The standards apply to facades facing a
public street and are within 0-50' of that public street, or when the fagade is visible to adjacent
residential properties. This proposal has neither of these conditions, therefore the building
design requirements do not apply. However, the applicant has made reasonable efforts to apply
the ASDM standards to their application.
The building facades that are visible from Marshall Street are faced with light tan, ground face
finished CMU block and metal siding of three different colors. Large windows are proposed
along the main building fronting Marshall Street, which results in roughly a 40% transparent
fagade, exceeding the 15% transparency requirement if the ASDM applied. Additional
architectural detail is provided in areas that are visible from Marshall Street or I-70, which runs
parallel to the southwestern portion of the site. (Exhibit 5, Colored Architectural Elevations)
Drainage
The proposed design for the drainage plan for the property includes a storm outfall near Clear
Creek. This will occur via a concrete pipe that will channel stormwater by way of an easement
through the adjacent property to the creek. City staff, including representatives from Parks and
Recreation and Public Works, closely reviewed this proposal. In addition, the applicant provided
documentation from an environmental consultant requesting approval from the US Army Corps
of Engineers for this proposed outfall. Staff will ensure that this approval is secured prior to
issuing any permits for the outfall construction.
IV. PLANNED BUILDING GROUP CRITERIA
In order to approve a planned building group application, the Planning Commission shall
consider the criteria listed in Section 26-116D.3. of the city code. Staff provides the following
review and analysis of the criteria:
1. The proposed plan complies with the zoning and development code and is not contrary
to the general welfare of the immediate neighborhood and economic prosperity of the
city.
The proposed plan complies with the zoning and development code. The use of the property
as mini -warehouse for indoor storage and office is a permitted use for the property. Staff has
considered the impacts on this proposal to the general welfare of the immediate
neighborhood and none have been identified. To date, no questions or concerns have been
raised from the neighborhood during the public notice period for this application. The
economic prosperity of the city shall not be negatively impacted. This proposal will result in
a new development on a now vacant property.
Staff concludes that this criterion has been met.
Planning Commission
PBG -15-02 /Marshall Street Self Storage
2. The application is in substantial compliance with the applicable standards set forth in
the Architectural and Site Design Manual.
The proposal complies with the applicable aspects of the ASDM, as discussed in the analysis
above. All Site Design provisions are met. The Building Design provisions are not required
due to the proposed configuration of the site. However, the proposed architecture meets the
intent of the ASDM, including building materials, transparency, fagade details, entrance
locations and screening.
Staff concludes that this criterion has been met.
Staff concludes that the criteria used to evaluate planned building groups support this request.
V. AGENCY REFERRAL
All affected service agencies were contacted for comment on the planned building group request
and regarding the ability to serve the property. Specific referral responses follow:
Wheat Ridge Economic Development: No comments.
Wheat Ridge Fire Protection District: No concerns at this time.
Wheat Ridge Water: No comments.
Wheat Ridge Public Works: No comments at this time.
Westridge Sanitation District: No concerns with the proposal.
Xcel Energy: No concerns.
VII. STAFF RECOMMENDATION
Staff concludes that this proposal is not contrary to the general welfare of the immediate
neighborhood and promotes the economic prosperity of the city. Staff further concludes that the
proposed planned building group site plan meets the requirements of the zoning and
development code and the ASDM. For these reasons, staff recommends approval of the planned
building group with the conditions listed below.
VIII. SUGGESTED MOTIONS
Option A:
"I move to APPROVE of Case No. PBG -15-02, a request for approval of a planned building
group for property located at 4901 Marshall Street, for the following reasons:
1. The proposed site plan is in conformance with the zoning and development code;
2. The proposed use is permitted in the zoning code;
Planning Commission
PBG -15-02 /Marshall Street Self Storage
3. The application complies with the applicable standards set forth in the Architectural and
Site Design Manual;
4. The application is in compliance with the planned building group evaluation criteria
With the following conditions:
1. The applicant continue to work with staff to ensure that the planned building group site
plan to be recorded with Jefferson County is consistent with the final action to be taken
by City Council regarding the right-of-way for Marshall Street.
2. The US Army Corps of Engineers shall approve the proposed stormwater outfall location.
Option B:
"I move to DENY of Case No. PBG -15-02, a request for approval of a planned building group
for property located at 4901 Marshall Street, for the following reasons:
2. ...
Planning Commission
PBG -15-02 /Marshall Street Self Storage
Exhibit 1— Applicant letter
C construction company, inc.
909 East 62nd Avenue • Denver, Colorado 60216 • 303.287.5525 • Fax 303.287.3697 • w .dcbi.mrn
Project Narrative
OWNER Clay Carlson
Carlson Associates, Inc.
124601s Street
Eastlake, Colorado 80614
LOCATION: 4901 Marshall Street
Wheat Ridge, Colorado 80033
ZONE: I -E
PROJECT NAME: 4901 Marshall Street Self Storage
Marshall 78, LLC, (Owner), proposes to build an 81,100 GSF multi -use development on
approximately 6.57 acres of vacant land at 4901 Marshall Street. The proposed uses for this
site are business flex and individually rentable self -storage units. The I -E zone district allows
both mini -warehouses and office/warehouse flex space. Also in conjunction with this proposal.
the Owner proposes to relocate the existing billboard sign located on the southwest edge of the
property (fronting Interstate 70) approximately 30' to the SE as shown on the site plan provided.
The Owner andfor sign leaseholder will be in contact with the City to determine the best
approach for the processing of this request.
The site has been designed with the start-up office/warehouse and self -storage customer
service spaces occupying the eastern portion of the site along Marshall Street to maximize
visibility and pedestrian connectivity. The drive -up self -storage units are located at the rear of
the site and will be secured with fencing and security gates. The self -storage units are oriented
in the north and south direction maximizing solar exposure into the drive aisles which will help
with snow melt and drainage in the winter months. The interstitial drive aisles between storage
buildings are intended to be used for both customer and emergency vehicle access where
required
Two access points are proposed along Marshall Street. The proposed curb out on the north,
opposite W 45th Avenue, will serve as the primary access into the site. A secondary access
point is proposed to the south for customers and emergency vehicles.
The proposed architecture will be designed to meet the goals of the architectural standards
identified in the Zoning Ordinance and shall be consistent with other developments surrounding
the site. The design strategy for the building architecture is to utilize different building textures
and calors to provide an attractive architectural facade. The objective is to break up the
appearance of the facade creating an architecturally appealing structure which is contrary to the
traditional appearance and stigma of self -storage facilities. Additionally, the landscaping and
Planning Commission
PBG -15-02 /Marshall Street Self Storage
fencing will be strategically placed to minimize mews into the self -storage area from Marshall
Street.
Security and safety is another key element considered in the proposed design. The facility will
be monitored by 24-hour video surveillance to minimize the risk of vandalism and loitering
oppodundies. Additionally, the drive -up seff-storage area will be secured with perimeter fencing
and a motorized security gates with keypads at the two points of access.
As shown in the June 9th Traffic Impact Study conducted by LSC, the existing road network and
Marshall Street is fully capable of handling the nominal increase of traffic volume. Historically,
self -storage facilities are not big generators of vehicular flow. We expect the traffic impact to the
area to be extremely low_
The proposed redevelopment of 4901 Marshall Street will bring life and beauty back to the now
derelict lot. The now development will provide excellent resources for the citizens of Wheat
Ridge including personal self storage serving residents and businesses alike, combined with the
generation of new start-up businesses. Its integration of use with the surrounding neighborhood
will benefit all in the community.
We thank you for your time and look forward to hearing feedback on the proposed Planning
Building Group Submittal.
Planning Commission
PBG -15-02 / Marshall Street Self Storage
Exhibit 2 - Zoning Map
Planning Commission 9
PBG -15-02 / Marshall Street Self Storage
Exhibit 3 — Aerial Photo
Planning Commission 10
PBG -15-02 / Marshall Street Self Storage
Exhibit 4 — Planned Building Group Submittal
Planning Commission 11
PBG -15-02 /Marshall Street Self Storage
Exhibit 5 — Colored Architectural Elevations
Planning Commission 12
PBG -15-02 /Marshall Street Self Storage
PLANNED BUILDING GROUP FOR
MARSHALL STREET SELF STORAGE
DECLARATION OF PLANNED BUILDING GROUP
WHEREAS, HAVE SUBMITTED A PLANNED
BUILDING GROUP PLAN FOR THE CITY OF WHEAT RIDGE'S APPROVAL PURSUANT TO WHEAT RIDGE CODE OF LAWS, FOR THE
LAND AREA LEGALLY DESCRIBED AS:
A PARCEL OF LAND SITUATED IN THE SOUTHWEST ONE-QUARTER OFSECTION 13, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF
THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF IEFFERSON, STATE OF COLORADO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SOUTHWEST ONE-QUARTER OF SECTION 13 AND CONSIDERING THE
WEST LINE OF SAID SOUTHWEST ONE-QUARTER TO BEAR N00'07'S3"W WITH ALL BEARINGS HEREIN RELATIVE THERETO;
THENCE N22'52'47"E, A DISTANCE OF 729.20 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING THE SOUTHEAST
CORNER OF A COLORADO DEPARTMENT OF TRANSPORTATION (COOT) PARCEL RECORDED AT RECEPTION NO. 79086148 AND
THE NORTHERN MOST CORNER OF A COOT PARCEL RECORDED AT RECEPTION NO. 80069724 AND THE SOUTHWEST CORNER
OF A PARCEL RECORDED AT RECEPTION NO. 2006132243;
THENCE ALONG THE SOUTHERN BOUNDARY OF SAID PARCEL RECORDED AT RECEPTION NO. 2006132243, N74"44'32"E, A
DISTANCE OF 406.56 FEET TO THE SOUTHWEST CORNER OF A PARCEL RECORDED AT RECEPTION NO. 80057553:
THENCE CONTINUING THE SAME BEARING ALONG THE SOUTHERN BOUNDARY OF SAID PARCEL RECORDED AT RECEPTION NO
80057533, N74"44'32"E, A DISTANCE OF 202.06 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY FOR MARSHALL ST.;
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY ON A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS Of 919.44 FEET
THROUGH A CENTRAL ANGLE OF 29.49'08", AN ARC DISTANCE OF 478.51 FEET, HAVING A CHORD WHICH BEARS S17"20'36"E,
A DISTANCE OF 473.13 FEET;
THENCE SDO"02'10"E, A DISTANCE OF 282.14 FEET TO THE NORTHEAST CORNER OF A COOT PARCEL RECORDED IN BOOK 855
AT PAGE 310;
THENCE ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL, N60 -58'40"W, A DISTANCE OF 285.96 FEET, TO THE NORTHERN
MOST CORNER OF SAID PARCEL AND THE EASTERN MOST CORNER OF A COOT PARCEL RECORDED AT RECEPTION NO.
80069724;
THENCEFOLLOWING THREE (3) COURSES ALONG THE NORTHEASTERLY BOUNDARY OF SAID PARCEL
1. CONTINUING ALONG THE SAME BEARING, N60'58'40"W, A DISTANCE OF 358.60 FEET;
2, N41"1010"W, A DISTANCE 01 67.60 FEET;
3. N29'47'55"W, A DISTANCE OF 242.00 FEET TO THE POINT OF BEGINNING.
AND WHEREAS, THE CITY OF WHEAT RIDGE HAS APPROVED SAID PLAN ON
NOW, THEREFORE, UPON FINAL APPROVAL OF THE PLANNED BUILDING GROUP BY THE CITY OF WHEAT RIDGE, THIS
DECLARATION IS NOTICE TO PROSPECTIVE PURCHASERS OF THE LAND AREA AND TO ALL OTHERS THAT IT 15 THE SUBJECT
OF A PLANNED BUILDING GROUP AND THAT SAID PLAN AND THE ORDINANCES RELATING THERETO ARE BINDING ON
SUBSEQUENT PURCHASERS, SUCCESSORS AND ASSIGNS UNLESS THE PLAN IS ABANDONED, AMENDED OR WITHDRAWN IN
WRITING AND DULY RECORDED AND SHALL LIMIT THE CONSTRUCTION, USE AND OPERATION OF ALL LAND AND STRUCTURES
INCLUDED WITHIN SUCH PLANS TO ALL CONDITIONS AND LIMITATIONS SET FORTH IN SUCH PLANS AND ORDINANCES.
CORY THORNTON
STATE OF COLORADO )
) SS
COUNTY OF )
COMMUNITY DEVELOPMENT DIRECTOR
THE FOREGOING INSTURMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF AD BY
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES:
NOTARY PUBLIC
STATEMENT OF PROPOSED USES AND COMPLIANCE WITH ZONING
? THE PROPOSED SELF STORAGE AND FLEX WAREHOUSE SPACES ARE CONSIDERED PERMITTED BY RIGHT IN THE I -E
(INDUSTRIAL EMPLOYMENT) ZONE DISTRICT.
i€J
E3
CASE HISTORY TABLE
WL -15-03
MS -15-07
PBG -15.02
COVER SHEET
NORTH
PROJECT LOCATION MAP
SCALE: NTS
SITE PLAN
=
017,015111111
al
6.57 ac (286.160 SF) GROSS 6.57 ac (286.160 SF) NET
SHEET INDEX
Shed Number
Sheet Title
-
SELF STORAGE
SELF STORAGE LEASING OFFICE
CARETAKER RESIDENCE AND GARAGE
01
COVERSHEET
02
SITE PLAN
03
GRADING AND UTILITY PLAN
04
j�now
05
SITE LIGHTING PLAN
06
SITE LIGHTING DETAILS
07
BUILDING ELEVATIONS
08
BUILDING ELEVATIONS
42.924 SF (15%)MIN
88.200 SF (31%)
HARDSCAPE (NON -LIVING)
35% MAX
LESS THAN 1% (1,148 SF)
PARKING
OFFICE 1 WAREHOUSE
1 SPACE PER 300 SF = 3.600 SF 1300 = 12 12 SPACES
(INCLUDING 1 ACCESSIBLE STALL)
SELF STORAGE
8 SPACES + 1 SPACE FOR ONSITE MANAGER
(INCLUDING 1 ACCESSIBLE STALL)
ACCESSIBLE
1 2
BICYCLE
2 2
4
g
�R
c"
a .
ME
0 a1
V
II���■1■I��IflI�
�
0
2 H
�yyasg
NORTH
PROJECT LOCATION MAP
SCALE: NTS
LEGAL DESCRIPTION
A PARCEL OF LAND SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 13, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH
PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SOUTHWEST ONE-QUARTER OF SECTION 13 AND CONSIDERING THE WEST
LINE OF SAID SOUTHWEST ONE-QUARTER TO BEAR NOO.07'53"W WITH ALL BEARINGS HEREIN RELATIVE THERETO;
THENCE N22'52'47"E, A DISTANCE OF 729.20 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF
A COLORADO DEPARTMENT OF TRANSPORTATION (COOT) PARCEL RECORDED AT RECEPTION NO. 79086148 AND THE NORTHERN MOST
CORNER OF A COOT PARCEL RECORDED AT RECEPTION NO. 80069724 AND THE SOUTHWEST CORNER OF A PARCEL RECORDED AT
RECEPTION NO, 2006132243;
THENCE ALONG THE SOUTHERN BOUNDARY OF SAID PARCEL RECORDED AT RECEPTION NO. 2006132243, N74"44.32"E, A DISTANCE OF
406.56 FEET TO THE SOUTHWEST CORNER OF A PARCEL RECORDED AT RECEPTION NO. 80057553;
THENCE CONTINUING THE SAME BEARING ALONG THE SOUTHERN BOUNDARY OF SAID PARCEL RECORDED AT RECEPTION NO.
80057533, N74'44'32"E, A DISTANCE OF 202.06 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAV FOR MARSHALL ST.;
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY ON A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 919.44 FEET THROUGH
A CENTRAL ANGLE OF 29"49'08", AN ARC DISTANCE OF 478.51 FEET, HAVING A CHORD WHICH BEARS S37"20'36"E, A DISTANCE OF
473.13 FEET;
THENCE SOO"02'10"E, A DISTANCE OF 282.14 FEET TO THE NORTHEAST CORNER OF A COOT PARCEL RECORDED IN BOOK 855 AT PAGE
310;
THENCE ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL, N60'58'40"W, A DISTANCE OF 285.% FEET, TO THE NORTHERN MOST
CORNER OF SAID PARCEL AND THE EASTERN MOST CORNER OF A COOT PARCEL RECORDED AT RECEPTION NO. 80069724;
THENCEFOLLOWING THREE (3) COURSES ALONG THE NORTHEASTERLY BOUNDARY OF SAID PARCEL:
1. CONTINUING ALONG THE SAME BEARING, N60'58'40"W, A DISTANCE OF 358.60 FEET;
2, N41"10'10"W, A DISTANCE OF 67.60 FEET;
3. N29"47'55"W, A DISTANCE OF 242.00 FEET TO THE POINT OF BEGINNING.
SURVEYOR'S CERTIFICATE
I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF MARSHALL STREET
SELF STORAGE WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE. INFORMATION
AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED, THE
ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY.
(SURVEYOR'S SEAL SIGNATURE
CITY CERTIFICATION
APPROVED THIS DAY OF BY THE [CITY OF WHEAT RIDGE / WHEAT RIDGE CITY
COUNCIL].
ATTEST
CITY CLERK MAYOR
COMMUNITY DEVELOPMENT DIRECTOR
PLANNING COMMISSION CERTIFICATION
[RECOMMENDED FOR APPROVAL / APPROVED) TNS DAY OF BY THE WHEAT RIDGE
PLANNING COMMISSION.
CHAIRPERSON
COUNTY CLERK AND RECORDERS CERTIFICATE
STATE OF COLORADO )
)Ss
COUNTY OF JEFFERSON )
I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON
COUNTY AT GOLDEN, COLORADO, AT O'CLOCK A. ON THE DAY OF
A.D., IN
BOOK ,PAGE RECEPTION NO,
JEFFERSON COUNTY CLERK AND RECORDER
BY:
DEPUTY
MARSHALL STREET SELF STORAGE " SITE DATA TABLE
SITE PLAN
MARSHALL
STREET SELF STORAGE
6.57 ac (286.160 SF) GROSS 6.57 ac (286.160 SF) NET
SHEET INDEX
Shed Number
Sheet Title
-
SELF STORAGE
SELF STORAGE LEASING OFFICE
CARETAKER RESIDENCE AND GARAGE
01
COVERSHEET
02
SITE PLAN
03
GRADING AND UTILITY PLAN
04
LANDSCAPE PLAN
05
SITE LIGHTING PLAN
06
SITE LIGHTING DETAILS
07
BUILDING ELEVATIONS
08
BUILDING ELEVATIONS
LEGAL DESCRIPTION
A PARCEL OF LAND SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 13, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH
PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SOUTHWEST ONE-QUARTER OF SECTION 13 AND CONSIDERING THE WEST
LINE OF SAID SOUTHWEST ONE-QUARTER TO BEAR NOO.07'53"W WITH ALL BEARINGS HEREIN RELATIVE THERETO;
THENCE N22'52'47"E, A DISTANCE OF 729.20 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF
A COLORADO DEPARTMENT OF TRANSPORTATION (COOT) PARCEL RECORDED AT RECEPTION NO. 79086148 AND THE NORTHERN MOST
CORNER OF A COOT PARCEL RECORDED AT RECEPTION NO. 80069724 AND THE SOUTHWEST CORNER OF A PARCEL RECORDED AT
RECEPTION NO, 2006132243;
THENCE ALONG THE SOUTHERN BOUNDARY OF SAID PARCEL RECORDED AT RECEPTION NO. 2006132243, N74"44.32"E, A DISTANCE OF
406.56 FEET TO THE SOUTHWEST CORNER OF A PARCEL RECORDED AT RECEPTION NO. 80057553;
THENCE CONTINUING THE SAME BEARING ALONG THE SOUTHERN BOUNDARY OF SAID PARCEL RECORDED AT RECEPTION NO.
80057533, N74'44'32"E, A DISTANCE OF 202.06 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAV FOR MARSHALL ST.;
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY ON A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 919.44 FEET THROUGH
A CENTRAL ANGLE OF 29"49'08", AN ARC DISTANCE OF 478.51 FEET, HAVING A CHORD WHICH BEARS S37"20'36"E, A DISTANCE OF
473.13 FEET;
THENCE SOO"02'10"E, A DISTANCE OF 282.14 FEET TO THE NORTHEAST CORNER OF A COOT PARCEL RECORDED IN BOOK 855 AT PAGE
310;
THENCE ALONG THE NORTHERLY BOUNDARY OF SAID PARCEL, N60'58'40"W, A DISTANCE OF 285.% FEET, TO THE NORTHERN MOST
CORNER OF SAID PARCEL AND THE EASTERN MOST CORNER OF A COOT PARCEL RECORDED AT RECEPTION NO. 80069724;
THENCEFOLLOWING THREE (3) COURSES ALONG THE NORTHEASTERLY BOUNDARY OF SAID PARCEL:
1. CONTINUING ALONG THE SAME BEARING, N60'58'40"W, A DISTANCE OF 358.60 FEET;
2, N41"10'10"W, A DISTANCE OF 67.60 FEET;
3. N29"47'55"W, A DISTANCE OF 242.00 FEET TO THE POINT OF BEGINNING.
SURVEYOR'S CERTIFICATE
I, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF MARSHALL STREET
SELF STORAGE WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE. INFORMATION
AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES. CURRENT REVISED EDITION AS AMENDED, THE
ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY.
(SURVEYOR'S SEAL SIGNATURE
CITY CERTIFICATION
APPROVED THIS DAY OF BY THE [CITY OF WHEAT RIDGE / WHEAT RIDGE CITY
COUNCIL].
ATTEST
CITY CLERK MAYOR
COMMUNITY DEVELOPMENT DIRECTOR
PLANNING COMMISSION CERTIFICATION
[RECOMMENDED FOR APPROVAL / APPROVED) TNS DAY OF BY THE WHEAT RIDGE
PLANNING COMMISSION.
CHAIRPERSON
COUNTY CLERK AND RECORDERS CERTIFICATE
STATE OF COLORADO )
)Ss
COUNTY OF JEFFERSON )
I HEREBY CERTIFY THAT THIS PLAN WAS FILED IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON
COUNTY AT GOLDEN, COLORADO, AT O'CLOCK A. ON THE DAY OF
A.D., IN
BOOK ,PAGE RECEPTION NO,
JEFFERSON COUNTY CLERK AND RECORDER
BY:
DEPUTY
MARSHALL STREET SELF STORAGE " SITE DATA TABLE
EXISTING ZONING
PROPOSED LAND USE
I -E (INDUSTRIAL EMPLOYMENT)
SELF STORAGE
LOT AREA
6.57 ac (286.160 SF) GROSS 6.57 ac (286.160 SF) NET
FLOOR AREA BY USE
-
SELF STORAGE
SELF STORAGE LEASING OFFICE
CARETAKER RESIDENCE AND GARAGE
74 400 SF
750 SF
2.350 SF 11 DWELLING UNIT
OFFICE I WAREHOUSE
3 600 SF
TOTAL
81,100 SF
REWIRED
PROPOSED
BUILDING COVERAGE
243,236 SF (85%) MAX
78.800 SF (27%)
OPEN SPACE LANDSCAPING
USABLE
42.924 SF (15%)MIN
88.200 SF (31%)
HARDSCAPE (NON -LIVING)
35% MAX
LESS THAN 1% (1,148 SF)
PARKING
OFFICE 1 WAREHOUSE
1 SPACE PER 300 SF = 3.600 SF 1300 = 12 12 SPACES
(INCLUDING 1 ACCESSIBLE STALL)
SELF STORAGE
8 SPACES + 1 SPACE FOR ONSITE MANAGER
(INCLUDING 1 ACCESSIBLE STALL)
ACCESSIBLE
1 2
BICYCLE
2 2
or
sW,..c„/AnYlen
,}/t.ROtf PBO SUBMmAL
ouvla,. ac neauarmAl,
4
g
�R
c"
a .
a
0 a1
V
�
0
2 H
�yyasg
01
i
Sa
c` ✓m
LIVII kES1U RCfS
co
LLI
M
:DL�L/l
0
!�'�n H
V W0
I L
Q �Q_f Q
z
of
�O
O
OJ
j
J
=0
CO
Q
�
u) LU
LU
cW
=
LL g o
z
U)
Of
g�LU
CID
w
o
Cn =
CQ
G
o.a, PgI.Y No
euro TI..
COVER
SHEET
01
-CLEAR CREEK EDGE OF WATER
CLEAR CREEK EDGE OF BANK
i
FLOW�FR' ' SITE PLAN
C PRISEDistfjOF THREE (3)_ _ _ _ APPROXIMATE LIMITS Of -
3'
F
. 3' NATIVE BOULDERS'. . . . EX/STING WETLANDS
/ COLORADO DEPARTMENT I
-. • • • • • • • • • • • OF TRANSPORTATION
APPROXIMATE LIMITS OF
. ' ' ' ' ' ' TEMPORARY WETLANDS IMPACT
. . �. B.0' EXISTING
�- - CONCRETE PATH
PROPOSED RIPRAP
(PERMANENT WETLANDS IMPACT /
2 EX/57/NG DECIDUOUS TREES
BR �
THOMAS AND ISABEL ABBOTT
REMOVE &REPLACE FENCE
/ RELOCATED UTILITY POLE 15'x55' SIGHT DISTANCE TRIANGLE
EX/ST/NG P/N/ON PINE TREE STORM TYPE 13 COMBO INLET 5870 33' 58.10"W 19.00'
TBR EX/ST/NG UTILITY POLE '
20' CLEAR VERTICAL METAL PICKET TO REMA/N
LIFT GATE WITH KNOHARDWARE EXISTING FENCE
EX/ST/NG BILLBOARD SIGN TO REMAIN I
PROPOSED GROUTED BOULDER RUNDOWNS
CAUTION 111 (TYP) KEY PAD CMU SCREEN 6.0'
R3 0'
OVERHEAD SIGN PROPOSED LIGHT POLE (TVP) WALL
/ I PROPOSED WHITE PAINTED CROSSWALK
THOMAS AND ISABEL ABBOTT PROPOSED TRASH ENCLOSURE
\\ / STORM WATER DETENTION EASEMENT -/ / EXISTING UTILITY POLE
\ � TO BE RELOCATED
PROPOSED FIRE HYDRANT / / I PROPOSED STOP SIGN
WITH BOLLARDS / &
\ PROPOSED GROUTED BOULDER RUNDOWNPAD 15'x55' SIGHT DISTANCE TRIANGLE
`
(TYP) ,32,„� 6�$' j/ R20.0'
2' WIDE CONCRETE TRICKLE CHANNEL N�4"a� , j / 30.0' R/z7, 5' S•0 PROPOSED SIGN
WATER QUALITY POND Y R200' TO BE APPROVED UNDER SEPARATE PERMIT
15.0' .
WATER SURFACE ELEVATION EX/STING FENCE / -� j I PROPOSED SIDEWALK
\ EX JO 00'
DRAINAGE TO REMAIN / / PROpOs P 35.0' R30.0' 30.0 4.0� TO/BE/R UTILITY POLE
EASE
ENT
REC NO. 2015120340 / / / R2.0' 1 . , 1
ADA RELOCATED UTILITY POLE
20.0' \ / N K R3
AKIN.0' GA 8.0 V_
31-
9.01
30.0' 35.0'N / ER LEAS NG 3 PAVEMENT WIDENING FOR FUTURE BIKE LANE
I � `
2- AR O FICE R4.0'
CEDAR G G I
35.0' 1 1
/ /
CURB CUT FENCE
TVP. WITHRA FO ER 0 EX/ST/NG UTILITY POLE
/ I GATE 15.6' TO BE RELOCATED
WATER
QUALITY \� 35.0' � 50.M0 10.7
/A' �„ .
\ POND \ \ BR UOS D NOT S CONTROL 19.0' OF R.O.W. TO BE VACATED BY CITY
\ \
PROPOSED OUTLET � � � J 2' WIDE FL OR \ P) TE ZL
STRUCTURE /TRICKLE (TY .) R4.0'CHANNEL A pA
12,2005E 9.0' R4".0' _
��\y • CD GRASS SWALE CENTERLINE
\ LITY EASEMENT
10.0 \ \ 10, 3saSF / X5.5 \ \ ,..- PROPOSEDICONCRETE WALK
COLORADO DEPARTMENT \ Poll 30.0' \ ' / / R m
OF TRANSPORTATION MAINTENAWCE R1p.0 B 2 F 30 244.0 / �0 \ A A �P)
2 / / \
OAD BLD D PROPOSED ASPHALT
c� \< ACCESS
44 / R40' 27.0' R892.4' (TYP)
SJ`, / 478 0 � / ., . EX/S7/NG UTILITY POLE
a, BOSF 27'0 , 7.0' TO BE RELOCATED 405.0 R4.0
\ BLDG F 30.0' SIN S 1 6' TREE LAWN
96.0'
6,000SF , / FIL \ ADA
\ \
BL G G 343.0' � / � � � MANUAL METAL
4180 F \ 27.0' i
\ \ \ � � 6.0� PICKET SWING GATE
MIN 20' CLEAR
276.0 i 4 4'x6'NCRET .'00' WITH KNOX BOX
\ CONCRET �•
EX/ST/NG FENCE 3 0' -6" AX PAD R5.0' PROPOSED RIPRAP
TO RE -MAIN \ 210.0 BICYCLE PROPOSED FIRE HYDRANT
IC E RA
PROPOSED SWALE \ 20. 4 }. 15'x55' SIGHT
i
CENTERLINEy \\ s \ � � �
R8.0'
DISTANCE TRIANGLE
o.o 13.0'-1yR20.0'
/
31.0' / li/ R50.0`
\\\ 5.0' .0' / R79.0', 1I R47.5' \ R20.0 \
6j I EX/STING UTILITY POLE
'0� 0'0' I'I R26\0' TO BE RELOCATED
R20.0'
2 .0' / BLDG BL G I I1
\ /
5,2505E 3 050SF
� \ 15'x55' SIGHT
16.00 20. DISTANCE TRIANGLE
EX SANITARY SEWER 90.0' GRASS SWALE
27'0 .� CENTERLINE
TO EBEEACATED PROPOSED FIRE 15.0'
HYDRANT
30.0'
EX/ST/NG BILLBOARD 20 .
TO BE RELOCATED \ PROPOSED 20. 175.0 PROPOSED STOP SIGN
15.0
COLORADO DEPARTMENT ASPHALT
OF TRANSPORTATION (TYP) SEGMENTAL RELOCATED UTILITY POLE
RELOCATED BILLBOARD RETAINING a
UNDER SEPARATE PERMIT \ I WALL N N570 44'49.89"E 19.00'
/ 5.0' N
EX/ST/NG UTILITY POLE 30.0' WATER 0.0 w
TO REMAIN EASEMENT c7'
N
PROPOSED � O
\IRE HYDRANT i
0' R15.0' 0
EXIST/NG FENCE
70 REMA/N�s)9 20• 30.0' 30.0' EXCLUSIVE WATER
)0 LINE EASEMENT
EX/ST/NG \
UTILITY POLE Y
\ TO REMAIN
\ / / 150.9' FENCE TO BE \
REMOVED AND REPLACED
/ R20.0'
/ 6' HIGH
R20.0' v CHAIN LINK FENCE
PROPOSED
FIRE HYDRANT
EX/ST/NG UTILITY POLE
TO REMAIN
\ EXIST/NG FENCE
\ TO REMAIN
LEGEND:
PROPERTY LINE
EXISTING EASEMENT
PROPOSED BUILDING
EXISTING FIRE HYDRANT
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED RIPRAP
Y PROPOSED FIRE HYDRANT
8" MIN. LOW
Submission / Revision
12Y18/2015 PBG SUBMITTAL
PERMEABLE SOIL
TW ELEVATION
1•-11/4•
g• SEGMENTAL RETAINING WALL
SEPARATE WALL PERMIT REQUIRED
RETAINED SOIL
_. +:
IMPORTED COOT CLASS 2 BACKFILL
REINFoaceo solL
3/4" CRUSHED
ROCK OR STONE
LIMITS OF
EXCAVATION TO BE
DETERMINED BY
DESIGN/BUILD
CONTRACTOR. NOT
SHOWN TO SCALE
BW ELEVATION
GEO-GRID TIE BACKS`
P
LENGTH DETERMINED BY
TWO (2) COURSES MIN.
WALL CONTRACTOR
FOUNDATION SOIL BELOW GRADE
UNREINFORCED CONCRETE
LEVELING PAD
C
a
i
ELEVATION
am
o
6Al SEGMENTAL RETAINING WALL DETAIL
m
M
n
02
NOTE
MODULAR BLOCK RETAINING WALLS OVER 4.0'
IN HEIGHT SHALL BE ENGINEERED (REFER TO
STRUCTURAL PLANS). WALLS LESS THAN 4.0'
IN HEIGHT TO BE DESIGN -BUILD.
NORTH
0 20 40
(IN FEET)
Know what's below.
Call before you dig.
Date
Submission / Revision
12Y18/2015 PBG SUBMITTAL
02/03/2016 PBG RESUBMITTAL
E
U
C
C
a
i
am
o
m
M
n
o2'S Q
2 C
2 y C
C N
C C W
a
x
0 -LL
�8�
m
o=d
E
3
bra
O��
1J
�o
N
C o
n€
° v E
O
�9c
L
y y EOE
I 0
C U
O � O
O
:5 0
U
n
a
0-6 E
W Z0
a
U c
T
�c
°
m
nE
W
rn
y9c
r c o
CIVIL RES'�URCES
M
W
M
LU
0
W
00
N
(D
wo
W
Q
C%)O
U
z
J i
J
�O
m
v /
LA) LLir
w
+ LL
�
z
j
�O
r 0Y
g^�W^�a
a
v /
W
Design PrI No.
Drawing Title
SITE PLAN
Drawing No.
02
CLEAR CREEK EDGE OF WATER
CREED EDGE OF BANK
FLOW SpREA15ER•
J C _PRISED OF tRREE (3)_ _ _ _ _ _ _ APPROXIMATE LIMITS OF
N 3' NATIVE BOUL6Aks . / EX/ST/NG WETLANDS
jam_' JII
1/i _�� � � _ APPROXIMATE LIMITS
/ J OF TEMPORARY
s-- WETLANDS IMPACT
fXI5T/NG
C®NI�H
_ 8.33
d�sFREfS �INtt 4"):5 3.2 // PROPOSED L RIPRAP
TBR ,. 0.5 LF�2 SEWER 12.7'W x 12.71 x 1.3T
\ (PERMANENT
EX/STING PIN/ON PINE TREE WETLANDS IMPACT)
\ \ \ TBR
\ \ REMOVE & REPLACE FENCE /
EXISTING BILLBOARD SIGN /
\ \ \ �5T H
R3�1:5294.28 / PROPOSED GROUTED BOULDER RUNDOWNS
\ \ YNV IN (30'):5284.98 (TVP)
I �9b INV OUT (24"):5283.55 <5293 /
\ I \\ \ -'b I \ \� STORM WATER DETENTION EASEMENT
/ /CAUTION!!!
OVERHEAD SIGN I /
_ \ PROPOSED 8" WATER LINE
(�// F
j I / \ 2' WIDE CONCRETE 59710
529J I TRICKLE CHANNEL
GRADING AND UTILITY PLAN
56.7 LF 15" RCP STORM SEWER
TYPE 13 COMBO INLET
RIM:5296.34 \ / / / 5297j�0
INV IN (15):5292.09 3Z9 . 14
INV OUT (15):5291.99 sz9l7�i7 / �0 1
20.0 LF 15" RCP STORM SEWER 5.2 8.1 h�
FES -5 �SRIM'5293 15
INV IN (5"):5291.21
/ / 4
CONNECT TO EXISTING WATER LINE
15" RCP STORM SEWER
- / 5297.64
/ \ I MATCH EXISTING GRADE
\ I
FES -4
RIM:OUT (15"):5295.34
5297.27
INV
201.7 LF 30 RCP STORM SEWER /1;\ \ \ \
y I \\ PROPOSED FIRE 2 E 608• �/ �1 59750 v I EX/ST/NG ELECTRIC LINE
I 1 \ \ \ WATER QUALITY POND 97. HYDRANT , `3 " ® / / - \ - 59a�s 1 \ \
\MAX WORKING ELEVATION / ' _' \ (TYP) �4 / j / 9625- 5,7.95:56 5298.66 2 Oa /s9asz
5x98.10
I \ EX 30. DO' / E // 5295.92 a 5288 8'48 � I \ N
\\ nJ � / / DRAINAGE_ i 5298.97
\ \\ EASEMENT / -2' WIDE y�9 .5tig� / / z99res // / / \\579717 /s9zes 829E5297.56 "\, t EX/ST/NG GAS LINE
I N \ _ TRICKLE '" - 597 i i 5 98.06 e� m 5298.32 I \ I i EX/SANG WATER L/NE
J - - - CHANNEL -
/ / 45.9 LF 30" / /� c - l� - \ ga \ \. I\ N \\ \\ PROPOSED GAS LINE
/ RCP STORM g8 - -_- _ _5297.82 5298.43 ■
SEWER @ 1% s 6.zs - _ - - - _ \sz2s.\ sz98.n * . \\ i° \ I
EX WATER VALVE
TO BE REMOVED
FF. 5298. 4
\ 288.50 / \ 5297.14 529844 _-Q8.1 \ FF: 5299.19. I \ \ \ \ I
5248.17 \ \ 9408.59
5297.12 / FF: \ \ � - � --. 5298.02\
/ Q 5298.17 \ \ \ \5299.19 \ G UALITY / � � � \ _ 5298.14 w \ EX SANITARY STRUCTURE
/ POND W /8256'06 98.17 TO BE REMOVED
X59715 598.17 \ \ \ � \S�y12 \ \ \ \ � �� EX/ST/NG SAN/TARP MANHOLE
\ O I Q R/M=5298.80
5298.69 ` 1r �'' 1 w %NV N 4 PVC =529535
OUTLET .29 / 595.52 5297.77 T F RM I- I I I \ / \ PAv!Tk=D \ ( J-
RIM:5291.29 ( �qTA. SL
INV OUT 30" :5287.00 ( 5798.17 I � \ I I 5\29794 � NSA � `9' /NV S 8" DIP)=5295.15
( ) 297.12 \ 5298.83 I •i . 5298.8 1 �i..�� N W \ \ ( J-
_ IT191.Sx J �� FF: I \ 5298.57 298.5 \ \
\ \ .( /NV NW (8 D/P)=5291.72
5298.17 \ 5297.77 \ FF: X 5298.43 I 5298. 4 / \ \ /NV SE 8 D/
/P7-5291.72
- ( \ 5298.83 ) / I H \ \ \ (
jz9lsz 5298.37 \ t'pi�\
5297.80 FF: \ X 5298.46 \
529.19 ( 5298.2 I \ \ \ \ \ \ \ \
8.0'iYTS�LTY EASEMENT
/ \ \ X 5298.43
FF / \ 5298.85 / a,
. 5298.92 97.75 i 5298.: 83 LD \ \ �: \ \ / / \ ) ) I I A \ \ WATER -LINE
/ \ 5299 /15299.8
FF: X 5298.43 / x ' \ MATCH EX ING GRADE
\ % FF: 99.10 529 \
s .17 sz�.e3 LD D 5799.50
299.89 \ �SEX/SETTRNq 8N" /TARY
f FF: / W
/�5M.46 B G 5 �.50 / X 5299.13 / / i / / ii / 5299.89 \ \ \ I✓
POND MAINTENANC`�, FF: \ / \ 3005 \ \ \ \ \ \ \ 9-
\ ACCESS ROAD '7 \ 579950 \ �J 5299.16 300.17 / J // \/� / / /P�\ // \ \ \ \ \ RIU5 /N�G :.RN/TARY MANHOLE
\ 5299.29 / //\ / FF: / 5 9 68 \ I \ \ R/M=5 02 25
z9e.39 gLDq F -
\ � < / ( 5299 10 / / FF: / / / / ��B 53 / sz99.fi8 e \ \ \ \ \ \ \ N>/.�=5� �5
FF: / x / I 300.17�/� �J / - \ \ \ \ \
B G \ \ 5299.50 % / I -/ 0056 ( \ \ \ \ STM FES -2
5300.05 \ \ \ `Sid �^,�,�,t00.70
PROPOSED 8" WATER LINE \ 5299.17 \ X 5x99.13 00.17 / / /s 0.s 5300.03 \ oma. \ INV IN -(15'):5298.76
\ 5 \ I \ \\\FF: / / / / / // / \A299/89 / ' - \ \ \ \ \ \ PROPOSED FIRE HYDRANT
\\ 5299.83 )� 300.175300.89 / // / / � / \
5299.03 \ \ / r \ / /
5301//1pp / 5299..6 \ ��
FF: FF: / / F is L / /,s do.s6 / 5300.78 5306.43 \ 15" RCP STORM SEWER
5299.95 \ 5300.17 \ 5306.84 / / / / / // / �1 , // / 1/ Ju1.19 5301.05 \ \
ti 5299.7 / / / 5300.84 X30os9f / // / / // gao1.16 // 530 300.01- ` \ S`�oQ- 75.4 LF 15" RCP STORM
/ u- / o
8" BUILDING STEPS AT 1 n7� \ ) / / / / s 00.82 5301.33 I \ 5308.17
50' INTERVALS 01 5299' \ fy i ,FF: / X 53iio.4 / / / /� Flo/ / - - s3os.ls • \ 'EX STORM CULVERT
�p 5299.53 i 1/ / /\,� 5301.x0 5302.67
� 00.84 8800.84 / \
!y � TO BE REMOVED
X 5300.63 / / / 3 lsl / // / / / / �) 002.12 5302.30
MATCH EXISTING GRADE
_
/
5309.74
300.53 X 5300.45 \ FF. I✓ /
301.51 / � 302.24 5302.46 - / _
\ X5301. / // / / / / / / 09.4
/ / / �3fF: B �JG
F:/ / )
\I /' 301.09 / / 530Y.18// / /i �/ 302.06
3
01.82 X 1 I,
\
s Fzia30.79
/ 5302.90 5303.12
301.66 / / / 5g / / /
307.44 / 1�6 / / 53,02.85
PROPOSED FIRE HYDRANT / / / /
/ 530x.53
502185 ( / I 302.42 ///// /l `4 i//` ,,;�� I / // t � EXIST/NG STRUCTURE
/ I 5"3 36\ \ I I 5302.49 5302.72 / / \
I 1 I FF: (/ / / l// ` \ 1 TO BE REMOVED
1 5309:79-
5302ai4 �
_ FF:
\ FF: \ 5303.56
5301.1W \\ ` \ \ \ 5303.52
30.0' WATER \\\ \ \�\ \\� \\ 5303.70 l"NOTE
PROPOSED 8" WATER LINE \ EASEMENT �\ \\\ \ �` \ \\\ \ I 303.05 / / I �\ \ \ X11 GRADE ABOVE FF
V v A A V r� \ EAST AND NORTH WALL
\ \ \ g3o�.50� \\�\ \ \ 5303.01 FF: I I O IIII 1
\ \ \ \ 5303.90 / \ STM FES -1
301\ \ \ \ \ 3o3.a / / I I N1 1 ( RIMINV OUT (15
INV OUT (15"):5300.96
304.11 si3oa o / 1
PROPOSED FIRE HYDRANT \ \ \ \\ \ \ \ \ \ �\ 4302 \ / 6305303.69 //I I
SEGMENTAL RETAINING WALL
N \ 530 \ \\ \ \ \ / X Sar. 9 I I I \ 1 \ 5' HIGH MAX
``�� ///%30 / �/ I I I I I I I I \ I EX/ST/NG STRUCTURE
��9hc`jO gO'��SB I Ih1\III TO BE REMOVED
3.a7
I II
\ PROPOSED FIRE HYDRANT \ \ 3 ,QA\\\ \ \ \ \ I I I I I
\ _<:Z_ \\ I
/ PROPOSED 8" WATER LINE
\ III I I
r N I
WATER LINE BORE BY WATER DISTRICT
V ,I
LEGEND:
-5740-------
Oqq-pP C
�,y`b
IR
IR
E
E-
OH
OH
SS
SS
PROPERTY LINE
EXISTING EASEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING FENCE
EXISTING FIRE HYDRANT
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED BUILDING
FINISHED GRADE ELEVATIONS
DIRECTION OF FLOW
EXISTING CHAINLINK FENCE
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING STORM SEWER
EXISTING IRRIGATION
EXISTING BURIED ELECTRICAL
EXISTING OVERHEAD ELECTRICAL
EXISTING SANITARY SEWER
NOTE TO CONTRACTOR:
NO GRADING FOR DETENTION PONDS OR
DRAINAGE CONVEYANCES SUCH AS SWALES
AND STORM SEWER, SHALL OCCUR WITHIN
TWO (2) FEET OF ANY PROPERTY LINE.
NOTE
MODULAR BLOCK RETAINING WALLS OVER 4.0'
IN HEIGHT SHALL BE ENGINEERED (REFER TO
STRUCTURAL PLANS). WALLS LESS THAN 4.0'
IN HEIGHT TO BE DESIGN -BUILD.
ORTH
0 20 40
L�
IN FEET)
Know what's below.
Call before you dig.
Date
Submission / Revision
12Y1812015 PBG SUBMITTAL
02/03/2016 PBG RESUBMITTAL
e
V
C N
V
C �
m y
tm
C
c
M
n
'aQ
2 C °
2 y C
C N
C C W
a
M
x
�8�G
m
c0LL
C
mm
O��
V LqEL°
C a
mvE
O
v
IN
172
IN
LA
If
C
y y EOE
0
U
O O
O c
9U
°
n?L
a
qv E
12 0
/ \ a
i
nE
d��
W
�
rn
t C °
H mU
CIVIL RES'�URCES
M
W
M
LU
0
W
r- Ulu
O
0W O.
LL' o
w
O
♦�
C%)
U
o
Z
O
J
J
�O
m
QU)U)�
w+
LL
�
Z
j
�O
r /
g�W�a
a
� �
W
Design Pm)ect No.
Drawing Title
GRADING
AND UTILITY
PLAN
Drawing No.
03
LEGEND
0 0
NEW 6' CHAIN LINK FENCING
o
EXISTING= WIRE FENCING
f — — — — —
EXISTING BILLBOARD
CHEYENNE
SIGHT LINES
+++++
RETAINING WALL (SEE CIVIL)
BLACKWELL
SIGN (SEE ARCHITECTURAL)
SEENOTE 5
LIGHT POLES
FH
FIRE HYDRANTS
#UP
UTILITY POLES WITH OVERHEAD
TOTAL LANDSCAPED AREA
WIRES THAT PROHIBIT TREES
BEHIND THE PUBLIC SIDEWALK
1 PON
V
3 FOX
SET TREES PLUMB PRIOR TO GUYING
SET TOP OF ROOTBALL 2" ABOVE GRADE
12" PROTECTIVE TREE STRAP —�
ALL DECIDUOUS TREES
6'- 5' TREATED 2" DIA. WOOD FENCE POSTS (2)
ORIENT PARALLEL TO ADJACENT PAVING
REMOVE POSTS/WIRE AFTER ONE YEAR
9 GAUGE GALVANIZED WIRE
3/4" PVC PIPE
TREE WRAP (SEASONAL)
WOODCHIP MULCH (4" DEEP)
BACKFILL MIXTURE
1 PART EXCAVATED SOIL
1 PART TESTED ORGANIC COMPOST
ROUGHEN SIDES OF PIT
SET TREE ON UNDISTURBED SOIL MOUND
REMOVE BURLAP, BASKET, WIRE,
AND TIES FROM TOP 2/3
OF ROOTBALL AFTER SETTING INTO PIT -
ANCHORING DEVICE (3 PER TREE)
DUCKBILL PRODUCT OR EQUIVALENT -
5 4 B TREES
1 PON 1 PIN
3 PIN
ALL EVERGREEN TREES
EVERGREENDECIDUOUS
SHRUBS _F SHRUBS
CONTAINER PLANTS
LANDSCAPE PLAN
3 FOX + + +
A + +
REMOVE ALL CONTAINERS
SCORE ROOTBALL 1OX m 1/4" DEEP
RIVER ROCK MULCH
SET TOP OF ROOTBALL 1" ABOVE GRADE
WEED BARRIER FABRIC
BACKFILL MIX
1 PART EXCAVATED SOIL
1 PART TESTED ORGANIC COMPOST
ROUGHEN SIDES OF PIT
SET ROOTBALL ON UNDISTURBED SOIL
Know what's neim.
PLANTING DETAILS Cal before you dig. SCALE P = APPROXIMATELY 40'
WAV1__00 lYdFAMI&Yo:L47llS
SYMBOL ITEM / DESCRIPTION REQUIRED PROVIDED
INTERNAL LANDSCAPING 15% OF LOT AREA 34% OF LOT AREA
295,15-1.94 SF (6.76 AC.) 44,2-14 5F 96,256 SF
HARDSGAPE (NON -LIVING) 35% MAX. SITE COVERAGE LESS THAN 1%
GkdwqAs RIP RAP DRAINAGE CHANNELS 582 SF < 1%
MODULAR CONCRETE RETAINING WALL C15 LF X 2') 150 SF < 1%
COMPACTED GRAVEL ROADBASE (RESIDENCE PRIVATE SPACE) 416 SF < 1%
DRAINAGE CHASES
KAW
(SEE CIVIL PLAN)
_
BUILDING FOOTPRINTS
CHEYENNE
ASPHALT PAVING
+++++
CONCRETE PAVING
ALL DECIDUOUS TREES
6'- 5' TREATED 2" DIA. WOOD FENCE POSTS (2)
ORIENT PARALLEL TO ADJACENT PAVING
REMOVE POSTS/WIRE AFTER ONE YEAR
9 GAUGE GALVANIZED WIRE
3/4" PVC PIPE
TREE WRAP (SEASONAL)
WOODCHIP MULCH (4" DEEP)
BACKFILL MIXTURE
1 PART EXCAVATED SOIL
1 PART TESTED ORGANIC COMPOST
ROUGHEN SIDES OF PIT
SET TREE ON UNDISTURBED SOIL MOUND
REMOVE BURLAP, BASKET, WIRE,
AND TIES FROM TOP 2/3
OF ROOTBALL AFTER SETTING INTO PIT -
ANCHORING DEVICE (3 PER TREE)
DUCKBILL PRODUCT OR EQUIVALENT -
5 4 B TREES
1 PON 1 PIN
3 PIN
ALL EVERGREEN TREES
EVERGREENDECIDUOUS
SHRUBS _F SHRUBS
CONTAINER PLANTS
LANDSCAPE PLAN
3 FOX + + +
A + +
REMOVE ALL CONTAINERS
SCORE ROOTBALL 1OX m 1/4" DEEP
RIVER ROCK MULCH
SET TOP OF ROOTBALL 1" ABOVE GRADE
WEED BARRIER FABRIC
BACKFILL MIX
1 PART EXCAVATED SOIL
1 PART TESTED ORGANIC COMPOST
ROUGHEN SIDES OF PIT
SET ROOTBALL ON UNDISTURBED SOIL
Know what's neim.
PLANTING DETAILS Cal before you dig. SCALE P = APPROXIMATELY 40'
WAV1__00 lYdFAMI&Yo:L47llS
SYMBOL ITEM / DESCRIPTION REQUIRED PROVIDED
INTERNAL LANDSCAPING 15% OF LOT AREA 34% OF LOT AREA
295,15-1.94 SF (6.76 AC.) 44,2-14 5F 96,256 SF
HARDSGAPE (NON -LIVING) 35% MAX. SITE COVERAGE LESS THAN 1%
GkdwqAs RIP RAP DRAINAGE CHANNELS 582 SF < 1%
MODULAR CONCRETE RETAINING WALL C15 LF X 2') 150 SF < 1%
COMPACTED GRAVEL ROADBASE (RESIDENCE PRIVATE SPACE) 416 SF < 1%
I. THE GEOTECHNICAL REPORT FOR THIS SITE PROHIBITS IRRIGATED LANDSCAPING WITHIN 10' OF THE BUILDING
FOUNDATIONS DUE TO HIGHLY EXPANSIVE SOILS
2. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM UTILIZING DRIP EMITTERS WILL DELIVER WATER TO ALL TREES
AND SHRUBS
3. SHRUB BED EDGERS SHALL BE COMMERCIAL GRADE FACTORY PAINTED METAL WITH UNDERGROUND STAKES
4. THE REMAINING SHRUB REQUIREMENT WILL BE MET WITH l2 SHRUBS AND ORNAMENTAL GRASSES IN THE MARSHALL
STREET TREE LAWN AND WITH THE 450 WILLOW STAKES IN THE WET SWALE AREAS
5. SHRUB BEDS WILL BE MULCHED WITH 1"- 2" GRAY RIVER ROCK AT 3" DEEP OVER WEED BARRIER FABRIC
6.TREE5 IN NATIVE GRASS AREAS WILL BE MULCHED WITH SHREDDED CEDAR WOODGHIPS W/O WEED BARRIER
-1. SEEDED AREAS IN EROSION PRONE AREAS WILL BE BLANKETED OR STRAW MULCHED
5. OVERHEAD UTILITY WIRES ALONG MARSHALL STREET PROHIBIT THE USE OF SHADE TYPE STREET TREES BEHIND THE
SIDEWALK. STREET TREES ARE SHOWN IN THE TREE LAWN OUTSIDE OF THE OVERHEAD LINES. DIFFERENT TREE
SPECIES MAY BE SELECTED FOLLOWING INSTALLATION OF THE OVERHEAD UTILITY WIRES, TO BE COORDINATED WITH
THE CITY AND THE DEVELOPER.
ON-SITE PLANT LIST ALL PLANTS ARE XERIC FOR WATER CONSERVATION
SYM QUAN CODE COMMON NAME BOTANIC NAME SIZE / ROOT
+� 4 LIN REDMOND LINDEN TILIA EUCHLORA 'REDMOND' 2" GAL 545
6 KCT KENTUCKY COFFEETREE GYMNOCLADUS DIOICU5 2" GAL 545
+ 6 HAW COCKSPUR HAWTHORN CRAT. CRUS-GALLI INERMIS 2" CAL 545
14 PIN PINION PINE PINUS EPULIS 6' HT 545
JUN 14 FOX FOXTAIL PINE PINUS ARISTATA 6' HT 545
16 PON PONDEROSA PINE PINUS PONDEROSA 6' HT 545
60 TLS THREE LEAF SUMAG RHUS TRILOBATA NO. 5 CONT.
10 JUN CALGARY CARPET JUNIPER JUN. SABINA 'MONNA' NO. 5 CONT.
41 65 FRG FEATHER REED GRASS CALAMAGROSTIS ACUTIFLORA NO. 5 CONT.
450 N/A SHRUB WILLOW (SEE BELOW) SALIX SPECIES (LOCALLY COLLECTED) STAKES
MARSHALL STREET PLANT LIST ALL PLANTS ARE XERIC FOR WATER CONSERVATION
SYM QUAN CODE COMMON NAME BOTANIC NAME SIZE / ROOT
0 4 OAK ENGLISH OAK QUERCUS ROBUR 3" CAL 545
3 CAT NORTHERN CATALPA CATALPA SPECIOSA 3" CAL 545
2 FIL TURKISH FILBERT CORYLUS COLUMA 3" CAL 545
{ 20 JUN CALGARY CARPET JUNIPER JUN. SABINA 'MONNA' NO. 5 CONT.
25 TLS THREE LEAF SUMAC RHUS TRILOBATA NO. 5 CONT.
21 FRG FEATHER REED GRASS CALAMAGROSTIS ACUTIFLORA NO. 5 CONT.
SEED MIXES
WETLAND SPECIES VARIETY % MIX PLS / AC. DRYLAND SPECIES VARIETY % MIX PLS / AC.
CANARY GRASS CHIEFTON 509. 5 LBS.
LANDSCAPE (LIVING)
KAW
10 %
MEADOW BROME REGAR 25 % 2.5 LB.
NATIVE GRASS - WETLAND SEED MIX
CHEYENNE
13,324 SF 149.
+++++
NATIVE GRA55 - DRYLAND SEED MIX
BLACKWELL
18,14l SF a29-
2%SEE
SEENOTE 5
SHRUB BEDS - MULGHED WITH RIVER ROCK
(SEE NOTE 5)
3,031 SF < IT.
10 LBS/AC
WESTERN WHEATGRASS
TOTAL LANDSCAPED AREA
96,256 SF 1009.
ON-SITE PLANT REQUIREMENTS
HAGHITA
10
IN ADDITION TO THE ABOVE MIX, RANDOMLY
1 TREE / 30 LF FRONTAGE
4-I9 LF / 30 = 16 TREES
16 TREES
PLACE 450 WILLOW STAKES ALONG EDGES OF WET
1 TREE / 1,000 SF RQD. LD5KP. AREA
44,2-14 / 1,000 = 44 TREES
44 TREES
AREAS DURING LATE WINTER OR EARLY SPRING
10 SHRUBS / 1,000 SF RQD. LDSKP. AREA
44,274 / 1,000 X 10 = 443 SHRUBS
210 SHRUBS
PRAIRIE SANDREED
GOSHEN
SEE NOTE 4
MARSHALL
STREET - 5TREET5CAPING
1 TREE / 30 LF FRONTAGE
9 TREES
4-19 / 30 = 16 TREES
SEE NOTE &
SEE NOTE 5
SHRUB BEDS - MULCHED WITH RIVER ROCK
(SEE NOTE 5)
2,011 SF
NOTES
PRYOR
5 %
I. THE GEOTECHNICAL REPORT FOR THIS SITE PROHIBITS IRRIGATED LANDSCAPING WITHIN 10' OF THE BUILDING
FOUNDATIONS DUE TO HIGHLY EXPANSIVE SOILS
2. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM UTILIZING DRIP EMITTERS WILL DELIVER WATER TO ALL TREES
AND SHRUBS
3. SHRUB BED EDGERS SHALL BE COMMERCIAL GRADE FACTORY PAINTED METAL WITH UNDERGROUND STAKES
4. THE REMAINING SHRUB REQUIREMENT WILL BE MET WITH l2 SHRUBS AND ORNAMENTAL GRASSES IN THE MARSHALL
STREET TREE LAWN AND WITH THE 450 WILLOW STAKES IN THE WET SWALE AREAS
5. SHRUB BEDS WILL BE MULCHED WITH 1"- 2" GRAY RIVER ROCK AT 3" DEEP OVER WEED BARRIER FABRIC
6.TREE5 IN NATIVE GRASS AREAS WILL BE MULCHED WITH SHREDDED CEDAR WOODGHIPS W/O WEED BARRIER
-1. SEEDED AREAS IN EROSION PRONE AREAS WILL BE BLANKETED OR STRAW MULCHED
5. OVERHEAD UTILITY WIRES ALONG MARSHALL STREET PROHIBIT THE USE OF SHADE TYPE STREET TREES BEHIND THE
SIDEWALK. STREET TREES ARE SHOWN IN THE TREE LAWN OUTSIDE OF THE OVERHEAD LINES. DIFFERENT TREE
SPECIES MAY BE SELECTED FOLLOWING INSTALLATION OF THE OVERHEAD UTILITY WIRES, TO BE COORDINATED WITH
THE CITY AND THE DEVELOPER.
ON-SITE PLANT LIST ALL PLANTS ARE XERIC FOR WATER CONSERVATION
SYM QUAN CODE COMMON NAME BOTANIC NAME SIZE / ROOT
+� 4 LIN REDMOND LINDEN TILIA EUCHLORA 'REDMOND' 2" GAL 545
6 KCT KENTUCKY COFFEETREE GYMNOCLADUS DIOICU5 2" GAL 545
+ 6 HAW COCKSPUR HAWTHORN CRAT. CRUS-GALLI INERMIS 2" CAL 545
14 PIN PINION PINE PINUS EPULIS 6' HT 545
JUN 14 FOX FOXTAIL PINE PINUS ARISTATA 6' HT 545
16 PON PONDEROSA PINE PINUS PONDEROSA 6' HT 545
60 TLS THREE LEAF SUMAG RHUS TRILOBATA NO. 5 CONT.
10 JUN CALGARY CARPET JUNIPER JUN. SABINA 'MONNA' NO. 5 CONT.
41 65 FRG FEATHER REED GRASS CALAMAGROSTIS ACUTIFLORA NO. 5 CONT.
450 N/A SHRUB WILLOW (SEE BELOW) SALIX SPECIES (LOCALLY COLLECTED) STAKES
MARSHALL STREET PLANT LIST ALL PLANTS ARE XERIC FOR WATER CONSERVATION
SYM QUAN CODE COMMON NAME BOTANIC NAME SIZE / ROOT
0 4 OAK ENGLISH OAK QUERCUS ROBUR 3" CAL 545
3 CAT NORTHERN CATALPA CATALPA SPECIOSA 3" CAL 545
2 FIL TURKISH FILBERT CORYLUS COLUMA 3" CAL 545
{ 20 JUN CALGARY CARPET JUNIPER JUN. SABINA 'MONNA' NO. 5 CONT.
25 TLS THREE LEAF SUMAC RHUS TRILOBATA NO. 5 CONT.
21 FRG FEATHER REED GRASS CALAMAGROSTIS ACUTIFLORA NO. 5 CONT.
SEED MIXES
WETLAND SPECIES VARIETY % MIX PLS / AC. DRYLAND SPECIES VARIETY % MIX PLS / AC.
CANARY GRASS CHIEFTON 509. 5 LBS.
BIG BLUESTEM
KAW
10 %
MEADOW BROME REGAR 25 % 2.5 LB.
YELLOW INDIANGRASS
CHEYENNE
10 %
FOXTAIL GARRISON 20 % 2 LBS.
5WITCHGsRA55
BLACKWELL
10 %
TIMOTHY CLIMAX 5 % .5 LBS.
SIDEOATS GRAMA
BAUGHN
10 %
10 LBS/AC
WESTERN WHEATGRASS
ARRIBA
10 %
BLUE GRAMA
HAGHITA
10
IN ADDITION TO THE ABOVE MIX, RANDOMLY
PLACE 450 WILLOW STAKES ALONG EDGES OF WET
THICK5PIKE WHEATGRASS
CRITANA
10 %
AREAS DURING LATE WINTER OR EARLY SPRING
PRAIRIE SANDREED
GOSHEN
10 %
LIVE, BUT DORMANT,
SHRUB WILLOW STAKE
GREEN NEEDLEGRA55
LODORM
10 %
INSTALL TOP 'UP'
SLENDER WHEATGRASS
PRYOR
5 %
(DO NOT ROTATE)
STREAMBANK WHEATGRASS
50DAR
5
C
i/
DAMP SOIL
ANGLE LOWER CUT
54RU5 LUILLOW STAKES
1.1 LBS.
1 LB.
A LBS.
.9 LBS.
1.6 LBS.
3 LBS.
1 LB.
.Z LBS.
1 LB.
.6 LBS.
h I RS
9.2 LBS/AC
IN ADDITION TO THE ABOVE MIX, ADD 10 LBS. PER ACRE
OF 'REGREEN' WHICH IS A FAST GERMINATING NURSE CROP
THAT WILL STABILIZE THE SOIL WHILE THE PERMANENT
GRASSES ARE GERMINATING AND MATURING. REGREEN
SEED IS STERILIZED SO IT WILL NOT REGENERATE AFTER
THE FIRST GROWING SEASON.
Date
Submission / Revision
12/16/2015
PBG SUBMITTAL
02/03/2016
PBG RESUBMITTAL
E
g
a
v
c N
C 3
8g�
m
2
iicc'
ryry�
N
C
0
O .R
8
�
G o
U�
mho
LL
I_
� 3
'602
0 N
$_
C y
6SN
0
092 99
va
m
oo
8-0
!
`
y 2
0
tvm
s
C
C0
zs
u o
Ego
c
i
¢'
a
N
W2'o
a U
S
WC0
0
6 T
m
W
o
m
W
y E
Cm
a
L ARG PLANNING MID DESIGN
PoAI Qi EOX 3356 - CENiEMJ MA I CALOR4D0 Bm161
STD I E 354 - CENT
EMAIL' EGR®iFOCIG�ELOFI FIOBILE 303-561-b14b
1
CY)
W
0
O
a
0 w w
Oci� W V
LU
0
(D
�.. g
U) Q
(D
z Cn
-
O
J
J
QJ
�Jrn
=o
m C/ i
Q� LU
LLL1 LL
(D
Cn J
O
O
J� ��W
a Q
=
Design Project No.
15-908
Drawing Title
LANDSCAPE
PLAN
Drawing No.
04
SITE LIGHTING PLAN
d0 `88
d0 `88 o0 d0 `88
`oo o 0 oo '0 oo '0 0
`00 d0 tee., o '00-
000 D3
D3o., 01
'oe 'o e $io" 1 `01 'o. 01 0. j > o, ', 5 `v 69
`oe 'oe `o o `01 'ojol 02 4 ',3 , `31 '24 `,5 ',
w` 88 `88 `88 88 `0- %00 j 0 `13 1.5 `1 14 '1 ] `24 PP `14 '1 8 `i. 18
/
ER 'o0 00 'os- 06 'o0 0 02'01 0 2 'as 9 434 �8 'v 'ib ',6 'ib ',4 'e 'b9
p d0 r
'88 `OB '0.0`00 88 88 .B5"p8�'. '_PB"88 '8.1 `82 '05 18 23 ` 43 • '38 `41 '38 `25 '18 `15 '13 `11 '89 `8. `83 '0�
/ BB?
'88 `OB '88 `. 8 OB �B:B/80 B.R ff8 88 `81 '8.1 `81 '82 `18 '32 `34 '48 31 '29 `29 ' 5
`06 400 06 ' $0'`0.00 0 -" 0 0 X10- '06 0. x'01 `01 '01 `01 ' ' 6, `,5 '2] `35 '31 `31 '2 6 `2 6 ' 3. ' , `,4 `,1 ' 5 `8., '8.,
00 `00 '00� OB lao-'08 ` ' 00 A -T -n0 '0.1 `0., '0.1 `0.1 40 8 '28 `46 '.1 `46 '33 `33 424 28 '3. `8 '38 `2] '1. ' 12 '15 ` ' 1 `0.1 40.1
/ 5
'00 `08 '00 -`B9 �0 `0 0 90�f' P 0 0 0.0 0. d0 `0.1 '0.1 4 ' ] `i ] '3 2 `48 '38 `i ] '2 5 `3. `3 2 '2 8 2 2 '3 9 3. '4 8 6 `1 3 '1 8 `2. 4 '0.1
% /
'oo `oe 'oo '. o %' ��2 06 '06 '00 '01 '0., '01 '0. ' 7 ',5 '21 ',6 ',5 '35 a 'S9 a2 '25 ',. 4 '22 '36 '2 , ,7 ',6B ',2 '01 1
400 `08 00 `0 'B
l`8 x`0.0 '0. ` 8 � SOL 00 `08 '0 0.1 0., ' '2 3 32 h9 `33 20 `34 `27 20 `,6 30 `3. FG z 25 ,3 `v , `,. 01 `08 1
`08 '00 `08 'OTi `08 i0� `08 00 ` `08. 00 `OA 0 0 `08 '00 `0.1 '0.1 `0.1 2 ' '1 3 `2 3 '2 ] `1 5 18 `1 2 '2 9 ` 2 `2 ] 1 `2 5 '2 3 1 `1 1 434 8 3 8 41 5 `21 42. `1 '0.1 `08 a
'00 `00 ' 08 ±00 `. '00 ` 08 '00 `0.0 '00 8 0. `00 00 `0.1 ' '06 4 '1.9 '36 ` 5 '28 `2] '1 ] `12 '25 `31 '1. `16 '2. ` 5 / `13 '25 `24 5 / `43 5 `15 '15 ` 2 �2 `08
!! /
`0 00 N.0 m '00 `06 '00 `06 '00 `06 '0.�`O0 '0. 1 `3 ,6 2.0 '33 `36 '20 ',4 'v '2. '31 `20 '., ^ ',4 `26 `14 '29 `,9 i 46 `26 ',. 47 `,3 ',3 9 '03 `06
05
00 00 `08 400 `08 400 `08 00 `08 00 `08 I'0.�1 `08 '00 1 05 `12 '32 3. `33 e34 '1] '16 5 '1] `30 2. \� `21 2.1 18 23 `i] 16 `31 23 '2] `48 ' `12 8 ` 04 `0.1 00
'OD\ `0+�\\ 00 `08 '00 `08 400 `08 400 `08 010 `08 400 0. 8 `35 ' '35 424 `� 18 `23 /\ `19 '25 '36 `25 \ ' 8 `21 36 ' `12 ' `0. 5 `02 400
'00 `I' 0 '00 `08 '00 `08 '00 `08 '00 `0�0.�1 `08 '00 1 ' ] `4. \ '28 '2 ] '3 ` ' ] `2.1 '2 0 2 '2 5 `1 6 \ '1 9 `2 8 ' \ / `28 '2 4 ` 1 `1 6 '1.2 `1 2 0 `0 4 '00
i
0 0\\0 0 08 '00 `08 '10�
:0 `08 '00 `08 0 `08 '00 `0. ] 3.1 / '1 3 '3.1 4 3 / `2 0 '2.1 `0. 1 8 '2 6 `21 ' 8 `24 '3 4 / `2 2 '2 3 `0. ' 9 `2 5 '1 5 `1 5 6 ` '0.1
`0.0 �0�0.0 400 '08 'm.0 '08 400 ` 8 0 `0 0 00 `0.1 ' 433 `2. 425 42 5 \ 9 42 ] '1 5 i \ 41 8 12. '24 42 5 8 42 6 '1 8 3 8 6 '34 41 9 '1 8 '2. `2.0 402
00\`00 400 `06 '100 `06 400 0. 00 `06 0. `1 ,. 424 ` \ 5 '22 ` \ `,3 '26 '22 ',5 '2] ',. ` '25 ` \ 5`,1 424 '2 / '28 '23 ',98'825 `2 ,0
0.0 �0 '08 0Q\\ '08 '00 /0.0 '00 `08 0. ` 8 ' ] '2 6 �19 '1 2 '17 '2 5 '1. '1 5 '23 ' '1 7 '21 '1 5 48 '2 5 `21 '1 2 '23 '3. `31 ' '1 5 '1]
`00 '00 08 '0 0 `08 '07 i0 0 '00 `08 '2 ] `3 9 0 S. 0. 18 '2 0 / 0. '1 6 `3 0 '1. \ `3 3 '2 3 '2 4 05 / '1 5 `38 '17 '3 2 `28 `1 9 '2 2 `2 '1
'.0 '0.0 `08 00 08 400 `44 42 `, 6 ,3 5 \ '22 `31 5 424 `24 ',. `28 42 6 `3 ', 6 `22 ' \ '2 `22 ',5 1 A 5 ' `22 4 e `1
7 ' �2
0 0 0 `0 0 /00 `0 0 400 8 `27 428 `2.1 2 \ 42 3 `3 2 41. \ 58 `2 3 42 2 18 42 6 4 2 \ 41 9 `2 9 41. / `2 5 42 6 `1 G ® ' 5 `2 2
`0 A \'00 `08 \00 `08 '00 10. / `17 '17 8 '1 5 ` 4 `2.1 '1. / / `2 0 '2 5 \ 18 '2 5 `2 3 `2 5 '17 / `1 8 '2 9 ' 3. 0 `2.
`08 '0.0 `0� '0 08 '00 `0 0 / `27 '3 3 ` '1. `0. / i `2 2 '2 2 ` 7 '2 4 `2 ] '2 6 `2 3 ' 7 `2 3 '27 1. ` 6 '2.1 `1 8 / _ 1
P\\ 2
00 `0.0 '00 08 '00 `08 / 51 `33. e `06 i `,4 '2 `,2 '25 `2, \ 45 `27 ',. `,8 '24 / i ,2 '22 `,9
0 '0�0 '00 `08 ' '4 6 `3 6 7 `1 4 `1 6 '3 3 `24 '2 9 `1 9 '0 i '1 4 `27 ' 9 42 5 `2.1 1 4 `1 9 `2 5
i
`08 � 8 0 0 00 `08 '00 '27 `2.1 1. `2. 22 '29 `21 � '2 8 `28 '1 6 � `iH '2 6 '2.1 `21 � '2 6 `19 '1.
C
'0.N `0.0 '00 `08 '00 / ` 8 18 33 '1] '27 `18 '14 `23 ' 3 `28 '38 `i. ' 7 `25 ' 1 5 '12 `18 '15
'00 8� 0 0 8 '00 8 '2.1 41 8 '2 5 '1. 5 `1 6 '2.1 ` 1 42 2 '1. '2 0 '31 '2. '14 42. 51
00 00 \.0 '00 `06 '00 `0. '2 425 ' \ ' 7 '22 ' ',8 '26 ` / 424 '24 ,1 '23 / ',6 '32 '15 1 A
'0.0 6 \`0 L�\\ 00 `06 '00 '06 5 ',7 \'29 '25 '24 \ 4. '26 ',. i '21 '2 ',9 '22 \1/ '26 ',
00 \ 0. '00 '08 '00 '08 / 0. 9 '2 0 \ ` 0 '2 8 / `/ '26 '2 2 '21 / \ 18 '24 '2. `19 '2 5 \ 1 '1. 1 1 ' S '2 6 ` 1 6. '3 5 0
00 `08 '0 0 8 00 `08 0. 2 1. 17 8 46 2.1 `1 5 \ '1 6 `2. / 1 4 25 '2 0 24 `1 8 \ 1 07 05 0.6 `1 2 '3 2 ` 58 `3 8
`0 0 '0 `0\'00 `08 400 00 ` ' 9 '2.1 4. 1 5 42 5 `2 0 \ ' 8 `2 3 '1.5 / 9 42 2 424 `2 3 40 6 ` 18 `1 6 ' `31 '3 2 `2 4
'00 0 '00 '08 '00 '08 '00 '0.1 4 6 '1 6 '3 6 '2 V '14 '23 '1. '25 '3.1 '1. '1 5 '22 '4 1 1 '13 '1 3 '3 2
'16 '15
'1 5
�1
e, \
a
`02 'oo�p
`0 3 '00 a
`0 4 '01 V1-
d 5 '0.1 `00
'1 8 '1 7 Y'2 '0 1 '0 1
5 '2 2 2 2 \6 '0 1
`0 2
'18 `25 813 18 17 `13
05
SITE LIGHTING PLAN '00,00 "0, 0
00 '00 '06
40' 20' 0 40' 80'
1 "=40'
d0
DRAWING NOTES:
1. ALL EXTERIOR SITE LIGHTING FIXTURES SHALL BE CONTROLLED BY AN
ASTRONOMICAL TIMECLOCK OR PHOTOCELL.
2. PHOTOMETRIC CALCULATIONS HAVE BEEN DETERMINED USING A LIGHT LOSS
FACTOR OF 1.0
LIGHTING STATISTICS
Description
Avg
Max
Min
Max/Min
Avg/Min
Parking & Drive Areas
1.8 fc
10.1 fc
0.1 fc
N/A
N/A
i
\
'09 `96 '6.Q1 '96 '09 d0
09 9.,
d 2
'02
'9.
9
'1 5
`,.
19
6
'1 8
`14
1
'23
'1 6
0
'19
'2 8
�
9
T N
�
V
'19
'23
' 2
Uov
a°
'19
'2.1
' 5
0
o
0 °u
GM
'9.1
'0.1
`9.1
02
9.1
0.1
`9.1
'0.1
v=N
V
N
or
6 3
C
oM
E
$ m
O
L
•
m
v
m 'o c
c n
V
Dm
H
Wva
0
L12
� o
V I
Ln
O
O
0 00
D
0C 0
OvaU
>
E v
V
o
9v -
N y T
j
C nd
w'oo
Jo
N
v
c.`o
n
m
L
$ E N
W
w°o
o0
§GIVEW
&ASSOCIATES
INC
ImWIfJL IOiRJL YIim�
7355. Xenon
Ct. #201
0
2
Lakewood, Colorado
80228
00
00
LL
1
LL
O
00
//
moW
w
L.L
ry 0
I I_
/
a
ZVJO
J
J0
F5
H
= 0_
'00 `8 ' 8 '88
'OB '88
'00 '8.1
'8.1
LL
1
'2 5
43
'3 3
`1 5
'8.
i
1 8
`2 5
'2.1
` 7
'2.1
`3.1
'2.1
`2 6
'8.
Drawing No.
�.
`2 5
'1.
'00
`88
'0.1
`88
'00
`88
'00
d'+0'
O
'00 '88
\OB '88
'00 '88
'00
'88
` 1
'0.1
41 5
'3 8
434
'2 5
41 2
5
`1 8
42.
41 8
'2 3 ,
2
'2 2
'1 3
41 5
'2 8
420
400
'88
400
'88
400
'88
400
1'88
'88
400 '8.
'00
'88
`OB
8.
`0.1
48.
`2.1
'37
`3 5
'2.1
`2 2
`1 3
42 5
`1.
\
'17
`2 2
1.1
`2 3
'28
9
`1 9
i
400
`8.
400
`88
400
`88
400
488
'0000
/
/
'88
8 8
`0 0
d0
`0 0
d0
`0 0`
OB
8.
8 5
8.
1
'1 4
`1
`1 5
'2.1
`17
\,
`2 9 '2 2
`1 1
'2 3
`28
'2 9
`i.
i
00
`8.
'00
`88
'00
`88
'00
d0
d0
'00
"0
'00
d0
'00
'8.1
`0.1
`01
'8.,
118
9`28
6
`2 8
`27 '
`1 2
'2 8
`1 6
1
`2
'24
`1.
/
`8.
'00
`88
'00
`88
'00
d0
'88
`OB
'
`OB
`OB
`88
`8.1
`
/
45
'39
'3.
\
`16 '1.8
`
`17
'22
`16
/
'23
`28
`8.
'OB
`88
'OB
`88
'OB
1'88
8
88
88
8.1
19
1
OB
'08
`OB\'08
`00
'08
`88
'08
`8.
' 8
`8. ',2
'33
'37
`46
'47
`48
41
416
,. -
'29
'28
5
'21
'22
' 3
`8.
400
`88
400
`88
400
1'08
5
'00
d0
`0.
8 8
`88
d0
`88
d0
`17
'2 6
`21
'1 3
`17
'1 6
22 '1.
/
'17
`2 8
'28
'1.1
`2 9
4.
1
8
'00
`88
'00
`88
'00
d0
/
`0 0d0
d0
`88
d0
`88 '8.1
`8 3
d 2
`8.
'1 6
2.
`3 3 '2 6
`1 3
' b
`21
14
`2 6
'24
1.
'0.1
`88
'OB
`88
'OB
`88
'OB
'88
\
'88
'88
�.
'88
'88 '88
00
`81
'0.1
'0.1
'02
9
'38
'4.1
'41 '28
'28
/
18
'23
'23
3
••
AA
3
'2.1
4
8
'88
400
'88
400
'88
400
'88
`88
'88
`88
'88
`88
488
` 1
`17
41
08
`22 30
` 9
424
`8.
5
`, 8
41.
8
' 8
`80
400
`80
400
`80
400
1'88
p�OpF�
8 2
d 0
1'8.8
•�
J�4
`86
`86
'86
`86
'86
`86
`8., '81
`84 '8 4
'2M
02
`5.
'6
`29
`8.
'86
`8.8
'86
`8.8
'86
`8.8
'8.8
ipry/
'Ile
8.8
,6
a2
36
26
8.8
'88
`88
8.
`88
'88
`88
'88
`88
`01 '0.1
8
'2 8
`4.
48
'2 9
9
'2 2
`3 2
'4 8
`2 6
1.
'0 0
`0 0
'0 0
`0 0
'0 0
`0 0
'0 0
'88
'08
\a
86 8
`86
'86
`86 '86
'08 ' 0
`8.
',6
`37
'46
`33
',.
`87
'
`-0
'02
,
400
`88
400
`88
400
`88
400
'08
'88
`88
' 8
8 d0
`88 d0
b8.
1
85
'8 2
`8 2
'02
`8 2
'02
`81
'81
88
'08
`88
'08
`88
'08
`88
'08
Ido
'o e
`o e '�p e
'00 'o e
'00
'o.,
'o.,
`01
'o.,
`o.,
'o.,
`o.,
'00
6
`o e
'00
`o e
'00
`o e
'00
`o e
'00
1'06
`06 '06
`0. '06
`06
06
`06
06
00
`06
00
`06
' 0
`06
00
`06
00
`06
00
`06
00
06
`06 '06
`09
40 8
`06
'06
`06
'06
`0 0
400
`0 0
400
`0 0
400
`0 0
400
`0 0
400
`0 0
400
`0 0
400
'06
`oe
'oe
±0.0
`06
'06
`06
'00
`06
'00
`6
'00
`06
'00
`06
'00
`06
'00
`06
'00
'06
0 0
0 0
` 6'06
`06
'0 0
`06
'0 0
`06
'0 0
`06
'00
`06
'00
`06
'00
`06
'00
Ido
`06
'06\`06
'00
`06
00
`06
'00
`06
'00
`06
'00
`06
'00
`06
400
1'06
'06
106
'0.
`06
400
`06
400
`06
400
`06
400
`06
400
`06
400
'06
'00
`06
'ab
`06
'00
`06
'00
`06
'00
`06
'00
`06
'00
d0
\
'00
`060
0
'00
`06
'00
`06
'00
`06
'00
d0
'00
`86
'OB
`86
'OB
`86
'OB
`86
'OB
1'86
'00
'8 00
400
`8 0
400
`88
400
1408
NORTH
'00
'00
`0
'00
'00
'00
'00
05
SITE LIGHTING PLAN '00,00 "0, 0
00 '00 '06
40' 20' 0 40' 80'
1 "=40'
d0
DRAWING NOTES:
1. ALL EXTERIOR SITE LIGHTING FIXTURES SHALL BE CONTROLLED BY AN
ASTRONOMICAL TIMECLOCK OR PHOTOCELL.
2. PHOTOMETRIC CALCULATIONS HAVE BEEN DETERMINED USING A LIGHT LOSS
FACTOR OF 1.0
LIGHTING STATISTICS
Description
Avg
Max
Min
Max/Min
Avg/Min
Parking & Drive Areas
1.8 fc
10.1 fc
0.1 fc
N/A
N/A
Date
Submission/Revision
12178/2015
PBG SUBMITTAL
02/03/2018
PBG RESUBMITTAL
0
�
9
T N
�
V
n a
oma
C
Uov
a°
`o `o2
a
a
}
C
m
0
o
0 °u
GM
M
o
K
0-1
U q
❑3o
E
`ora
O�
v=N
V
N
or
6 3
C
oM
E
$ m
O
L
•
m
v
m 'o c
c n
V
Dm
H
Wva
0
L12
� o
V I
Ln
O
O
0 00
D
0C 0
OvaU
>
E v
V
o
9v -
N y T
j
C nd
w'oo
Jo
N
v
c.`o
n
m
L
$ E N
W
w°o
o0
§GIVEW
&ASSOCIATES
INC
ImWIfJL IOiRJL YIim�
7355. Xenon
Ct. #201
0
2
Lakewood, Colorado
80228
00
00
LL
1
LL
O
00
//
moW
w
L.L
ry 0
I I_
a
ZVJO
J
J0
F5
H
= 0_
T
0 2
LL
J
0
J�
a
��W
Design Project No.
15-908
Drawing Title
SITE
LIGHTING
PLAN
Drawing No.
05
SITE LIGHTING DETAILS
LUMINAIRE SCHEDULE
PLAN
MOUNTING
DESCRIPTION
MANUFACTURER AND
VOLTAGE
NO. OF
LAMP
LAMP
REMARKS
MARK
3000K 3500K 4000K andTSAM
,
provided for adaption to 'unction
p p 1
CATALOG NUMBER
box or surface. Stainless steel
LAMPS
LUMENS
TYPE
DIM10=0-10V Dimming
AA
WALL MOUNTED
QUARTER SPHERE
COOPER LIGHTING
120-277V
—
2613
25W LED
TYPE IV DISTRIBUTION
information see technical notes
Electrical
FULL CUTOFF
ISS—E01—LED—E1—BL4—BZ
with an ELV trailing edge a p hase
Optical
dimmable driver that accepts a
MOUNT 12' AFG UNLESS OTHERWISE NOTED
AA2
WALL MOUNTED
QUARTER SPHERE
COOPER LIGHTING
120-277V
—
5225
47W LED
TYPE IV DISTRIBUTION
Premium Finish
FULL CUTOFF
ISS—E02—LED—EI—BL4—BZ
MOUNT 12' AFG UNLESS OTHERWISE NOTED
BB
POLE MOUNTED
POLE MOUNT
COOPER LIGHTING
120-277V
—
6,246
73W LED
TYPE III DISTRIBUTION
E
U
AT 15 FT AFG
VXM—B03—LED—E—S34—BZ—MA1050
CDN
V
CU
a)
LU
WITH 15 FT SQUARE STRAIGHT POLE
3
U 0
U
N
.�
10
C
.O O o
U Q
CO
00
to CU
ON 3 FT CONCRETE BASE
BB2
POLE MOUNTED
POLE MOUNT
COOPER LIGHTING
120-277V
—
6,246
97W LED
TYPE III DISTRIBUTION
LO
AT 15 FT AFG
V
VXM—B04—LED—E—SL3—BZ—MA1050
o 0
C
Cnp�0)
WITH 15 FT SQUARE STRAIGHT POLE
N j .0
CU c
JJ
II l
V�co
co
CD
CL
CU i t-
L
00
a
N i CU
o
U N
ON 3 FT CONCRETE BASE
CC
WALL MOUNTED
WALL SCONCE
COOPER LIGHTING
120-277V
—
696
15.5W LED
TYPE II DISTRIBUTION
n
•
� �,
�C�
C .V
303—W2—LEDB2-2700—UNV—T2
CUC
C Q
Q
N O O
CU -0
MOUNT 7' AFG
AA/AA2
DESCRIPTION
The Impact Elite family of wall luminaires is the ideal complement to
site design. Incorporating modular LightBART"' technology, the Impact
Elite luminaire provides outstanding uniformity and energy -conscious
illumination. Combined with a rugged construction, the Impact Elite
luminaire is the ideal facade and security luminaire for zones surrounding
schools, office complexes, apartments and recreational facilities. UL/cUL
listed for wet locations.
SPECIFICATION FEATURES
Construction
Heavy -wall, die-cast aluminum
housingand removable hinged
9
door frame forp recise tolerance
control and repeatability. Hinged
door inset for clean mating with
housing surface and secured via
two captive fasteners. Optional
tamper-resistant TorxT1 head
fasteners offer vandal resistant
access to the electrical chamber.
Optics
Choice of six patented, high -
efficiency Accu LED OpticsT"
distributions. are Optics precisely
p p Y
designed to shape the light
output, maximizing efficiency and
application spacing. Accu LED
pp
Optics technology creates
consistent distributions with the
scalability to meet customized
application requirements. Offered
Standard in 4000K (+/- 275K) CCT
and minimum 70 CRI. Optional
3000K CCT, 5000K CCT and 5700K
CCT.
DIMENSIONS
Electrical
LED drivers mount to die-cast
aluminum back housing p for optimal
heat sinking,o operation efficacy,
p Y,
and prolonged life. Standard
drivers feature electronic universal
voltage (120-277V 50/60Hz), 347V
60Hz or 480V 60Hz operation,
greater than 0.9 power factor, less
than 20% harmonic distortion, and
are suitable for operation in -40°C
to 40°C ambient environments.
All fixtures are shipped standard
with 10kV/10kA common —
and differential — mode surge
protection. LightBARs htBARs feature 9
an IP66 enclosure rating and
maintain greater than 95% lumen
maintenance at 60,000 hours
per IESNA TM -21. Emergency
p 9 Y
egress options for -20°C ambient
environments and occupancy
sensor available.
McGraw -Edison
Mounting
Gasketed and zinc plated rigid steel
mountingattachment fits directly
Y
to 4" '-box or wall with the Impact
1 p
Elite "Hook -N -Lock" mechanism
for quick installation. Secured with
two captive corrosion resistant
black oxide coated allen head set
screws concealed but accessible
from bottom of fixture.
Finish
Cast components finished in a
five -stage super TGIC polyester
powder coat paint, 2.5 mil nominal
thickness for superior protection
against fade and wear. Standard
colors include black, bronze, grey,
white dark platinum and graphite
metallic. RAL and custom color
matches available. Consult the
McGraw -Edison Architectural
Colors brochure for the complete
selection.
Warranty
Five-year warranty.
Cylinder Quarter Sphere
9..
7" [229mm]
[178mm]
18" [457mm] 9" [229mm] �18" [457mm]� L9" [229mm]J
Trapezoid Wedge
I178mm] [203mm]
�16-1/2" [419mm]I L_9" [229mm]) 116-1/2" [419mm]I L8-1/4" [210mm]J
HOOK -N -LOCK MOUNTING
E_'[•N
Powering Business Worldwide
*www.designlights.org
1SC,1SS,1ST,1SW
IMPACT ELITE LED
1 - 2 LightBARs
KkoSolid State LED
WALL MOUNT LUMINAIRE
CERTIFICATION DATA
UL/cUL Listed
LM79 / LM80 Compliant
IP66 LightBARs
ISO 9001
DesignLights Consortium@ Qualified*
ENERGY DATA
Electronic LED Driver
>0.9 Power Factor
<20% Total Harmonic Distortion
120-277V/50 & 60Hz, 347V/60Hz,
480V/6OHz
-40'C Minimum Temperature
40'C Ambient Temperature Rating
SHIPPING DATA
Approximate Net Weight:
18 lbs. (8 kgs.)
yy sis
TD514002EN
2015-06-0310:00:35
DESCRIPTION
The classic lines and sophisticated construction of Vision Site LED makes
it an ideal complement to site design. Offering LED technology across the
VXS and VXM, Vision provides true family scaling in both physical form
and lumen capability for architectural site lighting applications. UL/cUL
listed for use in wet locations.
SPECIFICATION FEATURES
Construction
HOUSING: Heavy wall, one-piece
die-cast aluminum housing has
precise tolerance control and
repeatability in manufacturing.
Housing features a partition wall
that isolates driver components
for cooler operation. Integral
aluminum heat sink provides
superior heat transfer in +40*C
ambient environment. DOOR:
One-piece die-cast aluminum
construction with tool -less release
latch. Door swings down and is
retained on two flush latches.
GASKET: Continuous9 asket
provided to seal housing to optic
tray. LENS: Downlight lens is LED
board integrated acrylic over -
optics, each individually sealed for
IP66 rating. HARDWARE: Tool -less
release button latches are stainless
steel/aluminum construction,
painted to match housing and
allows access to internal housing
and electrical components.
Optics
DISTRIBUTION: Choice of twelve
patented, high efficiency Accu LED
OpticsT" system, featuring designs
that maximize light collection and
directional distribution onto the
application region. Each optical
lens is precision manufactured via
injection -molding then precisely
arranged and sealed on the board
media. LEDs: High output LEDs
offered standard in 4000°K
(+/ 275K) CCT and nominal 70 CRI.
DIMENSIONS
0
90%lumen maintenance expected
at 60,000 hours per IESNA TM -21.
Optional factory -set optic rotation
p Y
L90 or R90l allows uniform
product orientation on site,
independent of optical orientation
Electrical
DRIVER: LED drivers arep otted and
heat sunk for optimal performance
and prolonged life. Standard
drivers feature electronic universal
voltage (120-277V/50-60Hz), greater
than 0.9 power factor, less than
20% harmonic distortion and
feature ambient ran temperature e
p 9
of +40*C (104°F) down to minimum
starting temperature of -30°C
(-22°F). Shipped standard with
Cooper Lighting proprietary circuit
module designed to withstand
10kV of transient line surge. All
LED LightBARST" and drivers are
mounted to dedicated mounting
trays and are easily replaced by
use of quick disconnects for ease
of wiring. Driver tray is hinged
and removable without the use
of tools. Options to control light
levels, energy savings and egress
capabilities (battery pack and
separate circuit) are available.
Mounting
ARM: One-piece extruded
aluminum arm available in
standard 6" and 10" lengths.
Internal bolts guides allow easy
positioning of fixture during
installation to pole or wall surface.
STRUCTURAL MOUNT: Die-cast
aluminum cleat factory mounted to
luminaire and finished in luminaire
color. Stainless steel structural
rod measures 1/2" in diameter
and is provided in luminaire finish
color or optional natural finish.
Product works in conjunction
with dedicated accessory arms
(ordered seperately). Invue
poles are provided pre -drilled
when structural mount option
drill pattern is specified. See
Invue poles section for complete
selection. Additional mounting
accessories available.
Finish
Housing is finished in five -stage
super premium TGIC polyester
powder coat paint, 2.5 mil nominal
thickness for
superior protection
p
against fade and wear. LightBART""
cover plates are standard white
and may be specified to match
finish of luminaire housing.
Standard colors include black,
bronze, grey, white, dark platinum
and graphite metallic. RAL and
custom color matches available.
Consult Outdoor Architectural
Colors brochure for a complete
selection.
Warranty
Five-year warranty.
[178mm]
in A
17" I432mm] I 28" [724mm]
6" or 10" [152mm or 254mm]
Cooper Lighting
by B:T•N
*www.designl ig hts.org
N V U E O energy
VXM VISION SITE
MEDIUM LED
1 - 6 LightBARs
Solid State LED
ARCHITECTURAL LED AR
LUMINAIRE
CERTIFICATION DATA
UL/cUL Listed
ISO 9001
IP66 LightBARs
LM79 / LM80 Compliant
1.5G Vibration Tested
DesignLights Consortium@ Qualified*
ENERGY DATA
Electronic LED Driver
>0.9 Power Factor
<20% Total Harmonic Distortion
120-277V/50 & 60Hz, 347V/60Hz,
480V/6OHz
-30°C Minimum Temperature
40°C Ambient Temperature Rating
EPA
Effective Projected Area: (Sq. Ft.)
Single: 1.89 w/arm included
Single Structural: 2.09 w/arm included
SHIPPING DATA
Approximate Net Weight:
51 lbs. (23.18 kgs.)
1 c,y 5S
h'1 j AVU092102
2015-01-0813:37:17
CC
DESCRIPTION
The Lumiere Eon LED 303-W1-LEDB1 is a compact, low profile, dimmable
LED direct and indirect luminaire providing both uplight and downlight
simultaneously. The luminaire features full vertical adjustment (180*) for easy
aiming and mounts directly to any wall or ceiling surface over a standard
4" square junction box. It is standard with a universal input LED driver (120
- 277V, 50/60 Hz). Dimming is achieved with a standard ELV, reverse phase
dimming driver or an optional 0-10V dimming driver. 303-W1-LEDB1 may be
used indoors or outdoors and carries an IP66 rating.
SPECIFICATION FEATURES
Construction
the downlight portion is available
9
late are recision
Head and backp
p
in three distributions: T2 lateral
machined from corrosion-
throw forward throw
1,T4 ( 1 andT5X.
resistant 6061-T6 aluminum. A
Theo tical assembly is available in
p Y
universal mountinglate and one
p
several color temperatures: 2700K
p ,
piece silicone keyhole gasket is
p one o 9
3000K 3500K 4000K andTSAM
,
provided for adaption to 'unction
p p 1
(Amber). Both color temperature
( ) p
box or surface. Stainless steel
and distribution must be specified
hardware is included.
when ordering — see catalog logic
DIM10=0-10V Dimming
for details.The specified distribution
Mounting
(T2,T4 orT5X) is assoicated with
The luminaire mounts directly
the downlight. An edge -lit option is
to a standard 4" square junction
available.
box. For further mounting
matches housing finish
information see technical notes
Electrical
section on page 2.
The 8.5W 303-W2-LEDB2 is standard
with an ELV trailing edge a p hase
Optical
dimmable driver that accepts a
LightBARTm and optical assembly
universal input (120-277, 50/60Hz). It
are sealed b a diffused impact
Y p
° o °
will operate in -40 C to 50 C [-40*F
p I
resistant 9 tempered lass lens.
pp
to 122'F].The driver incorporates
The u li ht portion is always a
surge protection. Anoptional 0-10V
T5X (Extra Wide Flood), while
dimming driver is also available.
4.6„
118mm
99mm
® ®
G
-III=III=1
PVC CONDUIT FO
CIRCUIT CONTIN.
4.6"
118mm
Finish'
+90'
4.6" Oo
118mm18.5mm
f ' " -90°
ORDERING INFORMATION
Sample Number: 303-W2-LEDB2-2700-UNV-T2-DIM10-BK-EDGE
NOTE: LEVELING NUTS SHALL BE USED.
POLE BEARING PLATE SHALL NOT BE
SHIMMED AGAINST PIER CONCRETE.
No.6 GROUND CONDUCTORS.—
BOND SYSTEM GROUND TO
GROUNDING LUG INSIDE. —
ANCHOR BOLT SIZE BOLT
PER MANUFACTURERS
RECOMMENDATIONS
>
i
N
C'
LIGHTING CIRCUIT UP POLE
(TYPICAL ALL CONDUCTORS).
BUSSMAN FUSE HOLDERS
AND FUSES IN BASE
(TYP. ALL CONDUCTORS).
HAND HOLE AND COVER.
/ LEVELING NUT.
GROUT POLE BASE.
11" CHAMFER.
30"
DIAMETER
GRADE
—III—III �
z
PVC CONDUIT
FOR CIRCUIT co
CONTINUATION.
\—ANCHOR BOLTS (4).
(4) No.7 REBARS WITH
No.4 TIES 6" O.C.
CONCRETE PIER,
30" DIAMETER.
POLE BASE DETAIL
06 N.T.S.
LUMIERE� energy
Finish
The luminaires are double protected
by p a RoHS compliant chemical film
undercoating and polyester powder
coat paint finish, surpassing the
rigorous demands of the outdoor
environment. A variety of standard
colors are available. RAL and custom
color matches available upon request.
Luminaries can also be brushed with a
clear coat finish.The LightBART"^ cover
plates are standard white and may be
specified to match finish of luminaire
housing (LCF).
Warranty
Lumiere warrants the EON series of
fixtures against defects in material
and workmanship for five (5)
years. Auxiliary equipment such
as LED drivers carries the original
manufacturer's warranty.
Y
303-W2-LEDB2
EON LED
APPLICATIONS:
CEILING / WALL MOUNT
DIRECT - INDIRECT
CERTIFICATION DATA
UL and cUL Wet Location Listed
LM79 / LM80 Compliant
ROHS Compliant
IP661ngressed Protection Rated
TECHNICAL DATA
35°C Maximum Temperature Rating
External Supply Wiring 90'C Minimum
Series
44
+rl
II
�II�
-III=III=1
PVC CONDUIT FO
CIRCUIT CONTIN.
Dimming
Finish'
Options 23
30"
DIAMETER
GRADE
—III—III �
z
PVC CONDUIT
FOR CIRCUIT co
CONTINUATION.
\—ANCHOR BOLTS (4).
(4) No.7 REBARS WITH
No.4 TIES 6" O.C.
CONCRETE PIER,
30" DIAMETER.
POLE BASE DETAIL
06 N.T.S.
LUMIERE� energy
Finish
The luminaires are double protected
by p a RoHS compliant chemical film
undercoating and polyester powder
coat paint finish, surpassing the
rigorous demands of the outdoor
environment. A variety of standard
colors are available. RAL and custom
color matches available upon request.
Luminaries can also be brushed with a
clear coat finish.The LightBART"^ cover
plates are standard white and may be
specified to match finish of luminaire
housing (LCF).
Warranty
Lumiere warrants the EON series of
fixtures against defects in material
and workmanship for five (5)
years. Auxiliary equipment such
as LED drivers carries the original
manufacturer's warranty.
Y
303-W2-LEDB2
EON LED
APPLICATIONS:
CEILING / WALL MOUNT
DIRECT - INDIRECT
CERTIFICATION DATA
UL and cUL Wet Location Listed
LM79 / LM80 Compliant
ROHS Compliant
IP661ngressed Protection Rated
TECHNICAL DATA
35°C Maximum Temperature Rating
External Supply Wiring 90'C Minimum
Series
Color Temperature
Input Voltage
Optics
Dimming
Finish'
Options 23
303-W2-LEDB2
2700=2700K
UNV=Universal
T2=Type II,
DIMELV=Trailing Edge Phase
Painted
EDGE=Edge lit glass lens
3000=3000K
120-277, 50/60Hz
LateralThrow
DIM10=0-10V Dimming
BK=Black
LCF=LightBAR cover plate
Head contains two (2)
3500=3500K
T4=Type IV,
BZ=Bronze
matches housing finish
Mini LightBARTM- one
4000=4000K
ForwardThrow
CS=City Silver
on top and bottom.
TSAM =Turtle Safe Amber
T5X=Type V,
WT=White
(585-595nm)
Extra Wide Flood
Premium Finish
BA=Brushed
NSS=Solid Stainless Steel
NOTES: 1 Custom and RAL color matching available upon request. Consult factory for further information. 2 Add suffix in the order shown. 3 LCF option not available when WT (white) finish is selected.
FM,T N
Powering Business Worldwide
ADL042304
September 21, 2015
TYPE 'BB' FIXTURE
nPOLE DETAIL-
06
N.T.S.
Date
Submission / Revision
12/18/2015
PBG SUBMITTAL
02/03/2016
PBG RESUBMITTAL
E
U
U
C: LO
CDN
V
CU
a)
LU
3
U 0
U
N
.�
10
C
.O O o
U Q
CO
00
to CU
G
t)
C:)
O U N
Q L C
LL
•
o _
0
LO
V
`r)
co
o 0
C
Cnp�0)
o_
N j .0
CU c
JJ
II l
V�co
co
CD
CL
CU i t-
L
00
a
N i CU
o
U N
J_J
co
O
a)
to N 'L
C
ti
O 0 CL
O
V
as
c
" ma
n
•
� �,
�C�
C .V
0)
CUC
C Q
Q
N O O
CU -0
C
c c o
f!)
c>s �-
� CU
N E N
W
0
rn
O
H tv U
IVEN
& ASSOCIATES
INC
ME04AWAL ! ELECTRICAL ENONiEQiS
735 S. Xenon Ct. #201
N
0
Lakewood, Colorado 80228
M
^ �
co
0
W
W
0
0 �
W
� W
O
�
V
rn
1
V
VJ
CD
Z
O
—
J
J
0
J
J
QO
J
=U
m
I..L
-�
W
Q
<
V
W
Z
Z
o
w
^J
I..L
�
W
Design Project No.
15-908
Drawing Title
SITE
LIGHTING
DETAILS
Drawing No.
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
COLOR: MORIN REDWOOD
ARCHITECTURAL
METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
STOREFRONT SYSTEM,
CLR. ANODIZED FINISH
INSULATED LOW -E GLAZING
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
VERTICAL ORIENTATION
COLOR: MORIN BLUE GRAY
BUILDING ELEVATIONS
CMU VENEER,
GROUND FACE FINISH
COLOR: LIGHT TAN
STEEL SUNSHADE STRUCTURE,
PAINTED TO MATCH MORIN BLUE GRAY
ARCHITECTURAL METAL PANEL SYSTEM
EXPOSED FASTENER,
VERTICAL ORIENTATION
COLOR:MBCISANDSTONE
BLDG. I
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
COLOR: MORIN REDWOOD
CMU VENEER,
GROUND FACE FINISH
COLOR: LIGHT TAN
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
BLDG. A
I
I
BLDG.I
I
I
I
I
I
I
BLDG. H
(BEYOND)
I
I
I
6 qOverall East Elevation — Part 2 (Marshall Street)
Im" a II-&
ARCHITECTURAL METAL PANEL SYSTEM
ALL SIGNAGE UNDER SEPARATE EXPOSED FASTENER,
V=MTI .Al / Mll=KMATI Ikl
BALCONY
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
FA
ARCHITECTURAL METAL PANEL SYSTEM
EXPOSED FASTENER,
VERTICAL ORIENTATION CMU VENEER,
COLOR: MBCI SANDSTONE GROUND FACE FINISH
COLOR: LIGHT TAN
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
ALUMINUM WINDOW SYSTEM
W/ OPERABLE WINDOWS
130'-0"
Roof High Point
_ 110'-8"
Low Eave
n _ 100'-0"
CMU SCREEN WALL, SEE SITE PLAN 1st Floor
GROUND FACE BLOCK
COLOR: LIGHT TAN
7 Overall East Elevation — Part 1 (Marshall Street)
3M" • II-&
5 Overall North Elevation - Part 2
3m, ■ II-&
NORTH-PART2 NORTH-PART1
Bldg I
BLDG. A BLDG. B BLDG. G BLDG. D BLDG. E
EAST - PART 1
EAST - PART 2
KEY PLAN
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
BLDG. 1 BLDG. H
o�N
JGINEERED RETAINING WALL
3LOR: LIGHT TAN
4 Overall North Elevation - Part 1
3m, ■ II -r
3 North Elevation — Part 32 Typical Retaining Wall Elevation 1
3m, • II-&
Elevation at
REFINISHED GUTTER AND DOWNSPOUTS
REFINISHED OVERHEAD ROLL -UP DOORS
DLOR: MATCH JANUS CEDAR RED
REFINISHED FLUSH METAL PANEL SYSTEM AT
tMB AND HEAD CONDITIONS,
DLOR:MATCH MBCI SANDSTONE
Stor
Units
Date
Submission / Revision
12116/2015
PBG SUBMITTAL
02/03/2016
PBG SUBMITTAL
---
STEEL SUNSHADE STRUCTURE,
PAINTED TO MATCH MORIN BLUE GRAY
ARCHITECTURAL METAL PANEL SYSTEM
EXPOSED FASTENER,
VERTICAL ORIENTATION
COLOR:MBCISANDSTONE
BLDG. I
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
COLOR: MORIN REDWOOD
CMU VENEER,
GROUND FACE FINISH
COLOR: LIGHT TAN
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
BLDG. A
I
I
BLDG.I
I
I
I
I
I
I
BLDG. H
(BEYOND)
I
I
I
6 qOverall East Elevation — Part 2 (Marshall Street)
Im" a II-&
ARCHITECTURAL METAL PANEL SYSTEM
ALL SIGNAGE UNDER SEPARATE EXPOSED FASTENER,
V=MTI .Al / Mll=KMATI Ikl
BALCONY
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
FA
ARCHITECTURAL METAL PANEL SYSTEM
EXPOSED FASTENER,
VERTICAL ORIENTATION CMU VENEER,
COLOR: MBCI SANDSTONE GROUND FACE FINISH
COLOR: LIGHT TAN
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
ALUMINUM WINDOW SYSTEM
W/ OPERABLE WINDOWS
130'-0"
Roof High Point
_ 110'-8"
Low Eave
n _ 100'-0"
CMU SCREEN WALL, SEE SITE PLAN 1st Floor
GROUND FACE BLOCK
COLOR: LIGHT TAN
7 Overall East Elevation — Part 1 (Marshall Street)
3M" • II-&
5 Overall North Elevation - Part 2
3m, ■ II-&
NORTH-PART2 NORTH-PART1
Bldg I
BLDG. A BLDG. B BLDG. G BLDG. D BLDG. E
EAST - PART 1
EAST - PART 2
KEY PLAN
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
BLDG. 1 BLDG. H
o�N
JGINEERED RETAINING WALL
3LOR: LIGHT TAN
4 Overall North Elevation - Part 1
3m, ■ II -r
3 North Elevation — Part 32 Typical Retaining Wall Elevation 1
3m, • II-&
Elevation at
REFINISHED GUTTER AND DOWNSPOUTS
REFINISHED OVERHEAD ROLL -UP DOORS
DLOR: MATCH JANUS CEDAR RED
REFINISHED FLUSH METAL PANEL SYSTEM AT
tMB AND HEAD CONDITIONS,
DLOR:MATCH MBCI SANDSTONE
Stor
Units
Date
Submission / Revision
12116/2015
PBG SUBMITTAL
02/03/2016
PBG SUBMITTAL
V
C A
U
C
m y
y
C
Qnp
V p
a^
rrn
n
cot 2
b c
2 C
C
N
mc
C co W
o 8
0
G "
K
c
m
E
ora
O��
V
O
C
O
RE
N9d
O
yJ
<2
v 2.-
U
o
0
m c
L
aOB
y y EOE
V I
C
O
U
O O
O
c
X90
a
�v E
ma0
t,
V
m
M
n EW
W
rn
0
rn
mvc
H W O
M
M
O
a
o
Ow
w
W
W
w°
0♦~^
Z v!OJ
of
J
D
H=0
m
U)
W
W=
LL
20
Cn
J
C
J�
d
♦w^
VJ
�W
_
Design Project No.
15-908
Drawing Title
BUILDING
ELEVATIONS
Drawing No.
07
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
VERTICAL ORIENTATION
BUILDING ELEVATIONS
ArrUrU t rmmrrn%, rILM
BLDG. G BLDG. F BLDG. E
PREFINISHED FLUSH INFILL (JAMB) PANELS,
6" FLUSH PANEL AT HEADS WITH VERTICAL
EXPOSED FASTENER AT UPPER PORTION
COLOR: MATCH MBCI SANDSTONE
BLDG. B
171*1a:71:11a
CMU VENEER,
GROUND FACE BLOCK
COLOR: LIGHT TAN
6Y.n1 1: a Vi1:4 f EZ.Pl 1:1
KEY PLAN
mff'717n
BLDG. H
BLDG. I
411 Overall South Elevation - Part 2
3MN • II"0"
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
VERTICAL ORIENTATION
COLOR: MORIN BLUE GRAY
BLDG. D
BLDG. C
5 Overall South Elevation - Part 1
3/32.a11.0.
I I
BLDG. D1 BLDG. J BLDG.
I I I
I I I
I I
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
BLDG. Gi COLOR: MORIN REDWOOD
I
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
®DIGITAL DISPLAY
SIGNAGE
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
CMU VENEER,
GROUND FACE FINISH
COLOR: LIGHT TAN
U
co �I�I
LI��I JI
FRONT ELEVATION
STOREFRONT SYSTEM,
CLR. ANODIZED FINISH
SPANDREL PANELS,
APPLIED GRAPHIC FILM
PRECAST CAP
PAINTED METAL DECK PANEL
OVER 6" TUBE STEEL FRAME
AND ANGLE STIFFENERS
HEAVY DUTY GATE HINGES
E PAINTED 3"x3" STEEL ANGLE
FRAME
TUBE STEEL POST AND FOUNDATIONS
L NOTE: PAINT ALL EXPOSED STEEL ELEMENTS
BUCKSKIN
3 Overall West Elevation — Part 2
Iwo a
I I
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
BLDG. J HORIZONTAL ORIENTATION _ _ BLDG.
I COLOR: MORIN REDWOOD I
I I
I I
I I
I
I
I
I
8"x8"x16" CMU,
GROUND FACE FINISH
COLOR: LIGHT TAN
2 Overall West Elevation — Part 1
Iwo • II'IV•
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
TYPICAL SIDE ELEVATION
) FACE C1
4N
E STEM N
1 Trash Enclosure
1 1/4'- NON
TYPICAL REAR ELEVATION
Date
Submission / Revision
12118/2015
PBG SUBMITTAL
02/03/2016
PBG RESUBMITTAL
l'9
U
co �I�I
LI��I JI
FRONT ELEVATION
STOREFRONT SYSTEM,
CLR. ANODIZED FINISH
SPANDREL PANELS,
APPLIED GRAPHIC FILM
PRECAST CAP
PAINTED METAL DECK PANEL
OVER 6" TUBE STEEL FRAME
AND ANGLE STIFFENERS
HEAVY DUTY GATE HINGES
E PAINTED 3"x3" STEEL ANGLE
FRAME
TUBE STEEL POST AND FOUNDATIONS
L NOTE: PAINT ALL EXPOSED STEEL ELEMENTS
BUCKSKIN
3 Overall West Elevation — Part 2
Iwo a
I I
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
BLDG. J HORIZONTAL ORIENTATION _ _ BLDG.
I COLOR: MORIN REDWOOD I
I I
I I
I I
I
I
I
I
8"x8"x16" CMU,
GROUND FACE FINISH
COLOR: LIGHT TAN
2 Overall West Elevation — Part 1
Iwo • II'IV•
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
TYPICAL SIDE ELEVATION
) FACE C1
4N
E STEM N
1 Trash Enclosure
1 1/4'- NON
TYPICAL REAR ELEVATION
Date
Submission / Revision
12118/2015
PBG SUBMITTAL
02/03/2016
PBG RESUBMITTAL
E
V
C N
U
C
W y
yE
C
Qnp
V p
rn
r�
C n
co'a 2
2 c 0
2 cc C
C
N
C 8C
G K
m
E
ora
O��
V
°
C
ni
Q€�
W v E
a
O
J.J
`O
�9c
W
v I?
lJ
a
''
W��
y y EOE
V I
C
O
U
O O
O
c
�9U
o
•
v
c � c
c o
4
WvE
W
m
W
n EW
W
rn
W V C
H mU
INNNNNNN
M
M
C)
=O I
W
00a
LU
0
0♦~^
Z v!
O
j
J
D
0
�N0000000
=
m
U)
w
T
W i
LL
C
G
0
Cn
J
w
C)
JW
mW
G
Design Project No.
15-908
Drawing Title
BUILDING
ELEVATIONS
Drawing No.
08
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
COLOR: MORIN REDWOOD
STOREFRONT SYSTEM,
CLR. ANODIZED FINISH
INSULATED LOW -E GLAZING
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
VERTICAL ORIENTATION
COLOR: MORIN BLUE GRAY
//Il V
STEEL SUNSHADE STRUCTURE,
PAINTED TO MATCH MORIN BLUE GRAY
ARCHITECTURAL METAL PANEL SYSTEM
EXPOSED FASTENER,
VERTICAL ORIENTATION
COLOR:MBCISANDSTONE
BLDG. I
BUILDING ELEVATIONS
CMU VENEER,
GROUND FACE FINISH ALL SIGNAGE UNDER SEPARATE
COLOR: LIGHT TAN PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
COLOR: MORIN REDWOOD
CMU VENEER,
GROUND FACE FINISH
COLOR: LIGHT TAN
��
I I
I I
BLDG.I _ _ BLDG. H
(BEYOND
I I
I I
I I
6 Overall East Elevation — Part 2 (Marshall Street)
3/32' -F.0'
ARCHITECTURAL
METAL PANEL SYSTEM
CONCEALED FASTENER, ARCHITECTURAL METAL PANEL SYSTEM
HORIZONTAL ORIENTATION ALL SIGNAGE UNDER SEPARATE EXPOSED FASTENER,
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
ARCHITECTURAL METAL PANEL SYSTEM
EXPOSED FASTENER,
VERTICAL ORIENTATION
COLOR:MBCISANDSTONE
CMU VENEER,
GROUND FACE FINISH
COLOR: LIGHT TAN
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
ALUMINUM WINDOW SYSTEM
W/ OPERABLE WINDOWS
_ 130'-0"
Roof High Point
_ 10'-8"
Low Eave
1 _ 100'-0"
1 st I Ur
CMU SCREEN WALL, SEE SITE PLAN
GROUND FACE BLOCK
COLOR: LIGHT TAN
7 Overall East Elevation — Part 1 (Marshall Street)
3/32' . I'-0'
5 Overall North Elevation - Part 2
3,32' .11.0.
NORTH-PART2 NORTH-PART1
Bldg
13LUG. A BLDG. 13 BLUG. G I3LUG. U I3LUU. t
EAST-PART1
EAST - PART 2
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
BLDG. 1 BLDG. H
KEY PLAN?J North Elevation — Part 3 2 T
1' 2 2000' 3/32' . 1'-0' 31"".
JGINEERED RETAINING WALL
DLOR: LIGHT TAN
Wall Elevation
n
1
Overall North Elevation - Part 1
3/32' . 1'-0'
Typical Elevation at
tEFINISHED GUTTER AND DOWNSPOUTS
tEFINISHED OVERHEAD ROLL -UP DOORS
)LOB: MATCH JANUS CEDAR RED
tEFINISHED FLUSH METAL PANEL SYSTEM AT
MMB AND HEAD CONDITIONS,
)LOB: MATCH MBCI SANDSTONE
Units
Date
Submission/Revision
12/18/2015
PBG SUBMITTAL
02/03/2016
PBG SUBMITTAL
8
a
s
� $
C
E.5
_
o8
}m
So
3va
G�
d
LL
0 v
E
0
N
m'3
V
EFS
C
A
a3E
s8w
G
�2
:u
a
ae`=_
C
g
coo
- D
C
V
H
v'E
Q
wa0
go
is EH
do
FwU
I—
M
Lu
O
CL
W
o
Lu
00
o
fn
W
V
W
Df
00
<
''�^
ZVJ
JOJ
J
�J
=0
Z)
Q
U)
W
Of
L
Lu
�
0
Z �
J
of
LLI
oC)
�
Q
J�
D_
�
�W
_
7
Design Project No.
15-908
Drawing Tite
BUILDING
ELEVATIONS
Drawing No.
07
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
COLOR: MORIN REDWOOD
r --
STOREFRONT SYSTEM,
CUR. ANODIZED FINISH
SPANDREL PANELS,
APPLIED GRAPHIC FILM
BLDG. B
WEST-PART1
DIGITAL DISPLAY
SIGNAGE
I
BLDG. G
CMU VENEER,
GROUND FACE BLOCK
COLOR: LIGHT TAN
SOUTH-PART1 SOUTH
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
VERTICAL ORIENTATION
COLOR: MORIN BLUE GRAY
CMU VENEER,
GROUND FACE BLOCK
COLOR: LIGHT TAN
PREFINISHED FLUSH INFILL (JAMB) PANELS,
6" FLUSH PANEL AT HEADS WITH VERTICAL
EXPOSED FASTENER AT UPPER PORTION
COLOR: MATCH MSCI SANDSTONE
KEY PLAN
Is . 2000'
BLDG. H
BUILDING ELEVATIONS
ARCHITECTURAL METAL PANEL SYSTEM
CONCEALED FASTENER,
HORIZONTAL ORIENTATION
COLOR: MORIN REDWOOD
BLDG. F
8"x8"x16" CMU,
GROUND FACE FINISH
COLOR: LIGHT TAN
4 Overall South Elevation - Part 2
3132" = 1'-0'
BLDG. I
STOREFRONT SYSTEM,
CUR. ANDODIZED FINISH 8"x8"x16" CMU,
SPANDREL PANELS, GROUND FACE FINISH
APPLIED GRAPHIC FILM COLOR: LIGHT TAN
C2
m � m
OVERHEAD DOOR,
COLOR: MATCH JANUS CEDAR RED
BLDG. E BLDG. D BLDG. C
5 Overall South Elevation — Part 1
I �
BLDG. 01 BLDG. JI BLDG. Bi I
1 I I
I I I
3 Overall West Elevation — Part 2
ARCHITECTURAL METAL PANEL SYSTEM
Submission/Revision
ARCHITECTURAL METAL PANEL SYSTEM
PBG SUBMITTAL
CONCEALED FASTENER,
PBG RESUBMITTAL
CONCEALED FASTENER,
VERTICAL ORIENTATION
HORIZONTAL ORIENTATION
COLOR: MORIN BLUE GRAY
BLDG. G'
I
COLOR: MORIN REDWOOD
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
I
I
DIGITAL DISPLAY
ARCHITECTURAL METAL PANEL SYSTEM
SIGNAGE
BLDG.)
CONCEALED FASTENER,
HORIZONTAL ORIENTATION BLDG. E1
I
I
COLOR: MORIN REDWOOD
I
ALL SIGNAGE UNDER SEPARATE
o
PERMIT, TO COMPLY WITH ARTICLE 7,
N
-
9
3
C
CHAPTER 26 OF THE ZONING CODE
m9
8011
�O
6
C
�8e
QR
OM-OE
O
N
ms3
V
_--
Ern
C
"
n;E
o�
u
e
-i
a2
V
g
CMU VENEER,
GROUND FACE FINISH
COLOR: LIGHT TAN
E I:Q
LJ
FRONT ELEVATION
STOREFRONT SYSTEM,
CLR. ANODIZED FINISH
SPANDREL PANELS,
APPLIED GRAPHIC FILM
8"x8"x16" CMU,
GROUND FACE FINISH
COLOR: LIGHT TAN
7 Overall West Elevation — Part 1
dmm 3/32' = 1'-0"
:AST CAP PRECAST CAP
TED METAL DECK PANEL
26"TUBE STEEL FRAME
ANGLE STIFFENERS GROUND FACE CI'
/Y DUTY GATE HINGES LIGHT TAN
TED 3"x3" STEEL ANGLE
AE
: STEEL POST AND FOUNDATIONS
NOTE: PAINT ALL EXPOSED STEEL ELEMENTS
BUCKSKIN
CONCRETE STEMIA
TYPICAL SIDE ELEVATION
Trash Enclosure
1/4' . 1'-0'
ALL SIGNAGE UNDER SEPARATE
PERMIT, TO COMPLY WITH ARTICLE 7,
CHAPTER 26 OF THE ZONING CODE
CI ----------I]
TYPICAL REAR ELEVATION
Date
Submission/Revision
12118/2015
PBG SUBMITTAL
02/03/2016
PBG RESUBMITTAL
N
9
3
C
m9
8011
�O
6
C
�8e
QR
OM-OE
O
N
ms3
V
Ern
C
"
n;E
o�
u
e
a2
V
g
`a E m
i`.I
a
zat
C
O
'
€ ye
i
v'E
wja
no
�
�E3
�
1
W
CD
D
W
~C)
(DW
0
Q
z U)_J
O
J
of
J
�=p
m
'^
V J
W
0 2
LL
(�
zC/)
J
�
¢�
Lu
O
cy)
Iq
0_
�
W
_
G
Design Projeet No.
15-908
Drawing Title
BUILDING
ELEVATIONS
Drawing Na.
08