HomeMy WebLinkAboutMS-15-01Meredith Reckert
From: Metzger, Tom <TomMetzger@regencycenters.com>
Sent: Wednesday, December 02, 2015 4:48 PM
To: Meredith Reckert; Cameron Watson (cwatson@pnt-Ilc.com)
Subject: RE: Applewood corner lot consolidation plat
Cameron,
The signature block on the mylar is not correct for the legal entity that owns Applewood Village. Sorry, Eric should have
given this to you.
Here is the correct signature block for all future Applewood documents that the owner needs to sign. Ask me each time
who will sign it, for if Will is out of town, I will have Snowden sign it.
U.S. RETAIL PARTNERS, LLC,
a Delaware limited liability company
By: U.S. Retail Partners Holding, LLC,
a Delaware limited liability company, its sole member
By: GRI -Regency, LLC, a Delaware limited
liability company, its sole member
By: Regency Centers, L.P.,
a Delaware limited partnership, its managing member
By: Regency Centers Corporation,
a Florida corporation, its general partner
By:
Name: William Damrath
Title: Vice President, Regional Officer
Thanks. Sorry for the trouble.
Tom Metzger
Senior Project Manager
303 300 5335
8480 East Orchard Road, Suite 6900
Greenwood Village, CO 80111
Experience great
retail at
Regency
V Im 91
The information contained in this email message is intended only for the personal and confidential use of the recipient(s) named above. This
communication is for discussion purposes only and does not create any obligation to negotiate or enter into a binding agreement. You should be aware
that discussions or negotiations may be occurring simultaneously with other parties regarding the property or space discussed herein, and that neither
party shall be bound by any terms contained herein until a binding agreement has been mutually executed and delivered. If you have received this
communication in error, please notify us immediately by email, and delete the original message.
From: Meredith Reckert [mailto:mreckert@ci.wheatridge.co.us]
Sent: Monday, November 30, 2015 4:13 PM
-' > ` `< City of
d
��Whcatf),i:�gc
UBLIC WORKS
Memorandum
TO: Meredith Reckert, Senior Planner
FROM: Dave Brossman, Development Review Engineer
DATE: November 30, 2015
SUBJECT: WZ-15-02/ Starbucks Consolidation Plat
I have completed my fourth review of the Consolidation Plat needed for the request for approval
of a Specific Development Plan to allow a drive —through restaurant in a Planned Commercial
Development (PCD) zone district at 3210 Youngfield and 12755 W. 32nd Avenue received on
May 26, 2015, and I have the following comments:
Final Plat
Sheet 1:
1. All previous comments have been addressed; the Final (Consolidation) Plat is
found to be approvable from a Public Works standpoint.
CC: Steve Nguyen, Engineering Manager
Mark Van Nattan, Engineering Technician
File
Starbucks_3210 Youngfield_4th Review_Conso1P1at_APPR0VED.docx
0
NIA3n.NS CN"
6C090CI ON 9Or a3AOO Zh SIHS
d° e
_ � 3af110311HOaV 3dVOS4N Vl rvo oNv aoi _ -
Vi oNIa33NION3 I eNINNVId Oa VaOIOO lecila IV3HM
J11 but insu*D lulOd d „ao°;°M ?NINNOOISIMHinos
w9fE995Z.a'L SNOISI Zia lV01NH 031 SI'BZ'SO
�zlW OD'NOAlwl ao �a as , ]OVIIIA OOOM3l8dV sNolsln3a 1b0mH031 - srr l'so
201311 fiS NOI1Vatld3 ad lVN101d'O sl'6Z'f0
OLSIa�3a 3a`JNVSSIVEP aiol+n o3ava�ae 1Vld NOI1VOIlOSNOJ NOI1dldDs3a 31Va
O $60
r33E
U
g � sE5
22
Ei'
=" u�P w
R -S "gO
<f a�oq F ma Wow 6,_ m Q
a gds Q -�wa� a �m .. �g _ q'aWm?
_W .a GHz � � - �o O _ f=W o w c� �swsa� �sra5a3
=e°�"
3H
Y'°ao - iSiWF zo =�u
.. Z aQs6% s4 usaa=°m z = E
< -- _ g°_ < a">s s°s o �xao e 3`sa=oFo
z It
0 BM ode -<
e� Fay
L.L Q Q3o S � e 3aLLo E uW� o W 3 �szmF_ o -W-�'Q 6of a 5.2 a w.oa�S3�F0o
..
�_ ���m�e 3Qge°wa
o R ;a �f°� z _ ox^ "s 3 a
LU r o= =3g Qao os W s o w =% <— =�'_° w=aW" z aw
Z N N
LU O xo s. ° mr°.r 8s _ x . s .=8 w = > m£8 N °s° $ 8oga,f o o�mf `'s
LJ..I z Jmasg�' h "=_egg Ui �a o �b3d� ui
0 O Q Oo
Ua v LL. �oLLooa:
CL�v0
LLJ
0
W ra— 3= 9.60
Qai
= cnsgo
w oa o
J V ~ w
OQ Z O a3° U of o
LU > 0 w
Q w
C>,
sog< =W o
LL- 10
Z 3=mgw am8= Y �s
0 w
z�00 <m
0 F— 0
O J z
3: "<
LLj 0LLJ
Q�_ =f
LLJ
U _ _ _ a g ti
Q >z 0s
>E6,s,
0g o f3a=
"g 9s s" 6
6t. ° M'3otM 6 p°IS65.5
a�
Gw �aa�W u'.`nEGC �a56 o�a 3 8 F
s°sw 8��o s a u 3 €
�NIA3nans ONV1
L danOanH�av zdvDsC l
`J
I NINNVId
i""
v�zo�ONIa33N19N3
660'80'Cl'ON90f dM
Z/Z 133HS
00 V60100 3'OCIld' 1V3HM
i
ON5N3
11 6u►iInsu•✓ jut od
23N2O�1S3MHl(OS
�zl 9afH9E
orNDInn
sH
oI
1,
seD ..
Z01 311nS
O1SIao 303aONVSS l6f8
ll3a a 3Hi
+Hahn 03avf3ad
iVId NOI1b0 l.. S:lOJ
f3
=L'iW�Ym NSQ^8�
Q-- -- --= __
Z W W Jm -
O Q < U
1 1 I I
U_
IL W
1=
~
v> 11 11 I $ C) Z w N N�
w L �
cr>O�Q Wo
� 1 1
GJL � T V)
Q w a = PI 6C IN gr ,
= D/7 =1
LLJ
O Lb
w
_O z LL,
LUn Q �
OwO � a
w
~ 1 Fpm �azcA
IL w
O 0 QUO o
Q LLJ o � 0 zry
3z�NQ o g I I Is I
LJJ 0�w
J U Q m
03 W6 Mir N
Q V) Z O
Q
3:
O
8 $ C@
1S C1131j9N(10A sg�3
$�gON Wgz
sa<> s
City of
WheatR j,
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29`h Ave.
May 26, 2015
Eric Chekal
Regency Centers
8480 East Orchard Road
Suite 6900
Greenwood Village, CO 80111
Dear Mr. Chekal:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is in regard to an application filed for approval of a two -lot consolidation plat on
property zoned Planned Commercial Development (PCD) located at 12755 W. 32'd Avenue.
The application has been reviewed and the following are comments regarding the second
submittal.
All changes have been made to the Community Development Department's satisfaction.
Wheat Ridge Public Works: See attached letter from Dave Brossman dated May 27, 2015.
This concludes the summary of comments. Please address each of these comments by revising the
drawings accordingly. For clarification on any of these issues, please feel free to contact any of the
Development Review committee members:
Community Development Meredith Reckert 303-235-2848
Public Works Dave Brossman 303-235-2864
Traffic Engineering Mark Westberg 303-235-2863
Once changes have been made, please submit one 24" x 36" copy and one 11" x 14" copy of the revised
documents. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older)
including all external reference and shx files, etc.
If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848.
Sincerely,
Meredith Reckert, AICP
Senior Planner
City of
W heat�idge
PUBLIC WORKS
Memorandum
TO: Meredith Reckert, Senior Planner
FROM: Dave Brossman, Development Review Engineer
DATE: May 27, 2015
SUBJECT: WZ-15-02/ Starbucks Consolidation Plat
I have completed my second review of the Consolidation Plat needed for the request for approval
of a Specific Development Plan to allow a drive —through restaurant in a Planned Commercial
Development (PCD) zone district at 3210 Youngfield and 12755 W. 32nd Avenue received on
May 26, 2015, and I have the following comments:
Final Plat
Sheet 1:
1. Need to change all references (e.g., Owner's Certification and Sheet title block) to
match the plat title, "APPLEWOOD VILLAGE SOUTHWEST CORNER". Please
refer to the redlined plat as necessary.
2. The A.D. in the Owner's Cert. Block should really come after the year.
Sheet 2:
1. Need to change the plat title to "APPLEWOOD VILLAGE SOUTHWEST
CORNER" in the Sheet title block. Please refer to the redlined plat as necessary.
2. Please rename the consolidated lot as "Lot 1, Applewood Village Southwest
Corner" to match the title.
3. Add the words "TO THE CITY OF WHEAT RIDGE" to the 15' Drainage
Easement to reinforce the fact that this easement is to the sole benefit of the City.
4. The 2nd section tie bearing needs to be shown.
CC: Steve Nguyen, Engineering Manager
Mark Van Nattan, Engineering Technician
File
Starbucks _3210 Youngfield2nd Review PLAT ONLY.docx
�,'I�Z�a�����.o� on'orvuinsNoo 67O80 E TON 9OF d'3AO0 711133HS
ONIS31HIDNV 3 ONINNVVl iniodio i)vwde
oNIa33NION31 `JNINNVId wo °Nv and Da VNOlOO '3`Ja1211V3HM
aBU.IlnsU*J lul0d w° =u1°d' ffwHoxwv' "Z 'ON JNllll NOISIAI49f1S2131N30
9EB995L{k[
tzloe o�'Noi3um siaaaa�s .�NIddO H$ 3`.i Q
Vllln OOM3lddV smoisnia lV�NHB31 sr: rs<
zoi assns Naivavd3ad )vNioiao srorBo
olsla� 30 3a`JNVss etre " Illd NOlsbt)IIOSnlOO' IJolldld:)S30 I 31vcl
-E 33£
w� Q
g� V
Gari d� `d w w w 12
°�i
�� 6
m:acl
mW s -_ or i m<o :E o°�W�a upsW> awl w8 �
z-
�4-6'
�E W. oz �a o�y'k3 wac o„s
7�<Eq
8
ma6 Z =ss5SF4F ¢ 66 `O z „rte
aui Eo WmP. m€� a _ s °z g�� a < L5 `a$soa°oa oyzQ a 3agaW
Z O
Qo e=�° =a= ='sN ° =g€ -
Q 03 - 89 _N�a g M.
o,
LL w �o� c `sod
Z O\
J N WW F
LU Z< O
0Q =<u
CL LL-
Uw-UO
w w
z w
V�OEQ
w Q wLLj
Z � 10
_ _ O gxLLo
J LL J S m F u+
0V) 1 LL LL °eco U
=)WOw o0
W O w w
I\ w Q u s o
Q WLLJ rN > SS£a” s°a ow xl
LL Z
Q O O Q «,„ § N og35 �S<SH�S O r ms 8 m
LL <> a 53��'" v 8
Q W /^
Oo0 lQJ
Oz�ry
3O�
Z L c" Q
LU O~C-)= §
U 3 e= oH-
C_ yy_ a-
= Ln z 0 HH4
LL Q~ N w 3 eg ° �� W W
io tl €co'o3
a em x`LL � ;aa
o ee nn
�7Yg€53 2 B
°« as g ,
o=`$ o x
U o� Wo�FS�aGi$°EUY x __ o O i
° $ 3
U SC u�SaA�a�m�
x "e "a9 o wao u d O F x
3 5s F€CC tlYG 5 mF-.yW og2W > t
z
0
ry
ry
z v> c-4 w 0
J:EW Z
�oQ
0 u
Q / Y Cl- LL
U
ILWUO
�oNzW
LU LL.
V) �0�<
� Q Lu
QO
I—�W0
J w
ON W W
�WQLL-
O LJ
� Z `
�
LU 5 ON
�WV30
QILLLJ
3 0~
J = W �
O O z 0
Q Q Z af LL
W
00�±0
0 z=)C2
0�
zW�w
J�QC3=3_
Q�v)LL_
z0
Q 3�
OU
0
ri
8 8
$ -
•JNI IlAdIS GNV1
3an,", Noav 3dVDSGN VI
oT'o�+innsr+oo
�wod ao ilvH3e
6V0'8J'EI'ON BOf
dVW
Z2133HS
y
oNia33NioN3l oNiNNrld
No aNr aoa
OOVL'O_l00'3`,JOIil 1V3HM
yy`�
rl.l
N3SNio
-
u� nsu� ulO
D77 ii J i d
w°' "
Davao
irosirm
ON ONIT4 NOISIAK19AS N1 IN3O
9E89-BSL-Q'L
9 sza
Lzloe oo'No13�un
'w Noxiwvo
ao Nonnaaans
�2NIddOHS 3`JVllln QOOM3lddV-'
-
i
- '
- si'vrm
zol 3iins
oisia�3a 3aoNvss loee
a3a1an a3ara�
Lvld NoiivanosNo� �'
01—dd1-1010
Noarardoli lrw�ao
NONalaosda
srot l
- diva
z
0
ry
ry
z v> c-4 w 0
J:EW Z
�oQ
0 u
Q / Y Cl- LL
U
ILWUO
�oNzW
LU LL.
V) �0�<
� Q Lu
QO
I—�W0
J w
ON W W
�WQLL-
O LJ
� Z `
�
LU 5 ON
�WV30
QILLLJ
3 0~
J = W �
O O z 0
Q Q Z af LL
W
00�±0
0 z=)C2
0�
zW�w
J�QC3=3_
Q�v)LL_
z0
Q 3�
OU
0
ri
8 8
$ -
TIF
24
YOU
NGFIELD ST $
:- v,aow
_�¢// ...
—
g3Nr��S / 1pK,mv
11, ►i1(
91 City of
_� Wheat ).,
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29"' Ave
April 16,. 2015
Eric Chekal
Regency Centers
8480 East Orchard Road
Suite 6900
Greenwood Village, CO 80111
Dear Mr. Chekal:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is in regard to an application filed for approval of a two -lot consolidation plat on
property zoned Planned Commercial Development (PCD) located at 12755 W. 32nd Avenue.
The application has been reviewed and the following are comments regarding the first submittal.
SHEET 1
1. Designate who from Regency Centers will be signing as the property owner.
2. Since this will be an administrative approval, remove the signature block for Planning
Commission.
3. The vicinity map will not reproduce well once recorded. Please modify this into a line
drawing.
4. Add the City's standard language relative to cross access between properties.
5. Add a note indicating that the zoning on the property is Planned Commercial Development
(PCD)
6. Add a note indicating address of property is 12755 W. 32nd Avenue
7. Add a case history box with the following case numbers: SUP -13-04, WZ-14-09, WZ-15-
02, MS -15-01
8. Modify this note to cite the most recent map adoption of February 5, 2014.
SHEET TWO
1. Designate lot line being eliminated.
OTHER
Comments on the Starbucks Specific Development Plan (SDP) will be provided subsequent to submittal
and review of traffic information for the site.
Attached are referrals received from other city departments and outside agencies regarding the plat
document.
Colorado Department of Transportation: See attached letter from Steve Loeffler dated April 14, 2015.
Northwest Lakewood Sanitation District. See attached letter from Bill Willis dated March 31, 2015.
Wheat Ridge Fire Protection District: See attached letter from Kelly Brooks dated April 14, 2015.
1
Wheat Ridge Police Department: See attached email from Kevin Armstrong dated March 30, 2015.
Wheat Ridge Public Works: See attached letter from Dave Brossman dated April 10, 2015.
Xcel Energy: See attached letter from Donna George dated April 13, 2015.
Additional referral comments may be forthcoming and will be forwarded.
This concludes the summary of comments. Please address each of these comments by revising the
drawings accordingly. For clarification on any of these issues, please feel free to contact any of the
Development Review committee members:
Community Development Meredith Reckert 303-235-2848
Public Works Dave Brossman 303-235-2864
Traffic Engineering Mark Westberg 303-235-2863
Once changes have been made, please submit one 24" x 36" copy and one 11" x 14" copy of the revised
documents. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older)
including all external reference and shx files, etc.
If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848.
Sincerely,
Meredith Reckert, AICP
Senior Planner
own3nans oNvl ,n'�wnnstim 6>0-80'£l'ON 90r d3nOO Z/I 133H5
y oNaaaN:oNa i or,INNvla oav80100 aooia 1v3HM
D77 '15UI4 jnsuoD juiod .6 *ON `JNllll NOISIAI49f1S?131N30
9fem i wv.
08
LzfOD N00mn'Nola°,.n3an: `JNIddOHS 3JV111n QOOM3lddV
101 9, 1 N011va NOlidvNl°J:bO Si-oSf.
ols:a� 10 mD-S S free 1Vld NOI1VDIlOSNOO NOI1dIdoNcl 31V0
° :�.SWu
E Pa s a 62 Z
wa;, airy mo
'o<m o rp: a S3og� 8€
Z 8gN¢ acs F on.m o8 tl WLLS S aW oar NH'.
ieg: x3 :�? �" � �6" p O � SJR .. �s. a >sW
lJ ge"o oda E �Aoa� _ 08 g F o i8 Wad �s P
Z o a 8aea:6a=iso
o
8=8 oaNv o~ k sw. w mN!= —�M
C-4 W O
0 z 2 8 s
O R
� J U n oow
i U CL
I—
LL-
0
.L z O aa
F— z
L.L `0
. e q ' -_ # ,.... '."' ®•- t o m ` € S � S x � d a y F€ a
LUQP- 3WN ®�,r r mn a
Z ~W
LU w o w 4 4 Uz z�¢
10
o
11v~i O j; 3E E ` o=� mao o sw s
ZW to.f w8 a. a
'o Jim
WE-
00z
= z 02 w
V) _ = C�
C� LU7
QI) `n Q
W cn W
J ~Q = 's N o w'
J � 3 M wf�x
V)LL-3 o a = a
�j z O x ak 5a9
F— / 1z.� g`q e£ SS t�i7�Q 43E 8
�j :W ksLL $8, .� ¢gm 5
;2 fig �fi F rSE 3
A-,tl
W 61
imkas: k ¢iWsai S C I
J <° aaPky a NH36 o 7 1
-
_99 te
�
LL
�ag<;m aN�a FES 8 U "
O_ aF a€€€€a€€. xaa�?�o
OMA3nan50N`
San 1731.Ddv 9-3saN VI
ONIa33NION3 ONINNvtd
y
o
Oe�iO dlvx38
Ntla�
°"°5N3J
67080'£1 ON 90f
dVW
sS
Z/Z 133HS
OOtl210lOO 3Oo1211V3HM
6ui nsu• uiO d
J11 '�� J � d Ws£ev-eszoz�
aloe oD'No Ullll
Z'ON ONllld NOISIh149f1S 2131N30
ONIddOHS 3OV111A QOOM3lddv
NOI1Va Vd3ad ltlNIDINO
-
sl'OZ'EO
LOl'llnS
r =_
N011dl?10S34
-
31tl0
oisla3 laol Oo s S IV£8
3ON"03atld3
1VId NOI1ValIOSN00
r•1
1
lJ
Z z0
Q C)
LL 0 rV
Z N w 0
0z:�i6
O
Z/5�QU
Qw U O
w
`
O� L Z ~
� 0 <
V) w =
FV Z
LU QwO
F- Z w � LL LL
W LuUn ou�
L�
Fw0
C7V�
z LU
= W,n
� V 0
o0zU
=z02w
LU ~ O
z
0,
Qw�w
> =D
t= _
�NzQ
3>-
0 0-
0 F—U
w
^J
I..L
Q
s€s 4 4 �
^Q3
_e
1
2 T g
i
VOUNGFIELD ST
oIaLlCx.o.v,.
W 7
15
-Mfs�83�s3aS�8a8
3all o�o�
I � ��i�m s�3sogo s
$ N
-g —
I
m
6s m;lo.osoox
i
I
I I <
IS
I � o
I I
I
I
I
sS
--r-
r =_
_
_e
1
2 T g
i
VOUNGFIELD ST
oIaLlCx.o.v,.
W 7
15
-Mfs�83�s3aS�8a8
3all o�o�
I � ��i�m s�3sogo s
$ N
-g —
I
m
6s m;lo.osoox
i
I
I I <
IS
I � o
I I
I
I
I
1
2 T g
i
VOUNGFIELD ST
oIaLlCx.o.v,.
W 7
15
-Mfs�83�s3aS�8a8
3all o�o�
I � ��i�m s�3sogo s
$ N
-g —
I
m
6s m;lo.osoox
i
I
I I <
IS
I � o
I I
I
I
I
Meredith Reckert
From: Loeffler - CDOT, Steven <steven.loeffler@state.co.us>
Sent: Tuesday, April 14, 2015 1:49 PM
To: Meredith Reckert
Subject: MS-15-01/Starbucks Consolidation
Meredith,
I have reviewed the submittal request for a two -lot consolidation plat on property zoned PCD located at 3210
Youngfield and have the following comment:
• Any signing for this business that advertises to Interstate 70 must be on -premise in nature and can only
advertise goods or services available on that property.
Thank you for the opportunity to review this submittal. If you have any questions, please contact me at the the
number listed below, or reply to this email.
Steve Loeffler
Permits Unit
D
P 303.757.9891 1 F 303.757.9886
2000 S Holly Street, Denver, CO 80222
steven.loeffler@state.co.us I www.coloradodot.info I www.cotrip.org
EMC
MARTIN/MARTIN
CONSULTING ENGINEERS
March 31, 2015
Meredith Reckert
City of Wheat Ridge
Community Development
7500 West 291h Avenue
Wheat Ridge CO 80033
Email: mreckert@ci.wheatridge.co.us
Re: NWLSD— Starbucks Zoning—MS-15-01
Martin/Martin, Inc Project No.: 15700.C.01
Dear Ms. Reckert,
On behalf of the Northwest Lakewood Sanitation District (NWLSD), Martin/Martin Inc., acting as the District Engineer,
offers the following in response to the referenced referral dated March 30, 2015 concerning a request for approval for
a two lot consolidation plat regarding a drive-through Starbucks restaurant at 3210 Youngfield Street and 12755 W.
32"d Avenue. NWLSD has no objection to the two -lot consolidation plat. Please refer to comments from the Specific
Development Plan referral response dated March 31, 2015.
The subject lot at the address referenced above is entirely within the boundary and service area of the Northwest
Lakewood Sanitation District. Treatment of sewage generated within the Northwest Lakewood Sanitation District is
provided by Metro Wastewater Reclamation District (Metro).
Plans and Costs
All costs involved — engineering, reviews, design, construction, observation and inspections — are the responsibility of
the Owner/Developer. Please be aware that proper tap and development fees are required to be paid prior to
connection to the District main. A minimum 72 -hour notice prior to construction is required following District receipt
of all fees. These fee amounts can be paid directly to the District Office prior to connection. Any tap, engineering
review fees, district attorney fees, and managerial services are the responsibility of the owner/developer based on the
then current fee rate structure.
A copy of the District's rules and regulations are available upon request. Any questions regarding this document, please
contact us at (303) 431-6100.
Sincerely,
Bill Willis, PE
Cc: AJ Beckman—SDMSI, Inc.
Tim Flynn —Collins, Cockrel, Cole
MARTIN/MARTIN, INC.
12499 WEST COLFAX AVENUE
LAKEWOOD, COLORADO 80215
MAIN 303.431.6100
MARTINMARTIN.COM
�-AT R1
WHEAT RIDGE FIRE PROTECTION DISTRICT
DOING THE RIGHT THINGS AT THE RIGHT TIMES FOR THE RIGHT REASONS
3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.S900 • www.wrfire.org
DIVISION OF FIRE PREVENTION
April 14, 2015
Meredith Reckert
City of Wheat Ridge
Community Development
7500 West 29th Ave
Wheat Ridge, CO 80033
RE: Community Development Referral
CASE No.: MS-15-01/Starbucks Consolidation
The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and
has no requirements or concerns regarding our ability to serve this property.
Additional comments addressing the particular development proposed will be provided in
response to the referral for Case No.: WZ-15-02/Starbucks SDP 3210 Youngfield and 12755 W.
32nd Avenue.
Please feel free to contact me if there are any questions or concerns with respect to this review.
Reviewed by,
+�" 07,�
Kelly Brooks
Fire Marshal
Wheat Ridge Fire Protection District
Meredith Reckert
From:
Kevin Armstrong
Sent:
Monday, March 30, 2015 5:01 PM
To:
Meredith Reckert
Cc:
Kevin Armstrong
Subject:
RE: Starbucks Applewood SDP
Follow Up Flag:
Follow up
Flag Status:
Flagged
Meredith,
The police department has no objections to this project.
Scrgcant Kevin Armstrong
Crime Prcvcnaon 7cam
Wlicat Ridge Police Department
7.500 W. 29th Avenuc
Wleat Ridge, Colorado 80033
Olrcc Phonc. 303-2352927
Fax.- 303-23.312949
karmstron�ci. wheatridde. co. us
4
.rt City of
h6 t=`q-
POLICE DEPARTMENT
CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are
not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received
this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any
network to which your computer is connected. Thank you.
From: Meredith Reckert
Sent: Monday, March 30, 2015 11:52 AM
To: Kevin Armstrong
Subject: Starbucks Applewood SDP
Dear Kevin,
The Wheat Ridge Community Development Department has received a request for approval of a Specific Development
Plan at 3210 Youngfield and 12755 W. 32nd Avenue (Case No. WZ-15-02). Please download the application documents
from the City drive: Starbucks Applewood SDP
Folder: V:\Community Development\ Land Use Case Referral
File name: Starbucks Applewood SDP
Comments are due by April 14, 2015; no response from you will constitute having no objections or concerns. Feel free to
be in touch with any additional questions.
Thank you,
Meredith Reckert, AICP
Senior Planner
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2848
Fax: 303-234-2857
www.ci.wheatridge.co.us
City of
1F'.r Nigge
�C0.M'UNMDFVtl_0PMUNI
CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you
are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received
this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any
network to which your computer is connected. Thank you.
XcelEnergysm
PUBLIC SERVICE COMPANY
April 13, 2015
City of Wheat Ridge Community Development
7500 West 29th Avenue
Wheat Ridge, CO 80033
Attn: Meredith Reckert
Re: Applewood Starbucks, Case #s MS -15-01 and WZ-15-02
Right of Way & Permits
1123 West Td Avenue
Denver, Colorado 80223
Telephone: 303.571.3306
Facsimile: 303. 571.3660
donna.1.george@xcelenergy.com
Public Service Company of Colorado (PSCo) has reviewed the plat and site development plans
for Applewood Starbucks, acknowledges the 10 -foot easements noted in the standard
easement language paragraph, and requests they be shown on the plat. PSCo also requests
that the following language or plat note be placed on the preliminary and final plats for the
subdivision:
Permanent structures, improvements, objects, buildings, wells, water
meters and other objects that may interfere with the utility facilities or use
thereof (interfering Objects) shall not be permitted within said utility
easements and the utility providers, as grantees, may remove any
Interfering Objects at no cost to such grantees, including, without
limitation, vegetation. Public Service Company of Colorado (PSCo) and its
successors reserve the right to require additional easements and to require
the property owner to grant PSCo an easement on its standard form.
Please be aware PSCo owns and operates existing natural gas and electric distribution facilities
within the proposed project area. The property owner/developer/contractor must contact the
Builder's Call Line at 1-800-628-2121 and complete the application process for any new gas or
electric service or modification to existing facilities. It is then the responsibility of the developer
to contact the Designer assigned to the project for approval of design details. Additional
easements may need to be acquired by separate document for new facilities.
As a safety precaution, PSCo would like to remind the developer to call the Utility Notification
Center at 1-800-922-1987 for utility locates prior to construction.
If you have any questions about this referral response, please contact me at (303) 571-3306.
Donna George
Contract Right -of -Way Referral Processor
Public Service Company of Colorado
City of
_ `J`I heat R di e
PUBLIC WORKS
Memorandum
TO: Meredith Reckert, Senior Planner
FROM: Dave Brossman, Development Review Engineer
DATE: April 10, 2015
SUBJECT: WZ-15-02/ Starbucks SDP, Plat, Drainage Letter, & Civil Construction Plans
I have completed my first review for the request for approval of a Specific Development Plan to
allow a drive —through restaurant in a Planned Commercial Development (PCD) zone district at
3210 Youngfield and 12755 W. 32nd Avenue received on March 30, 2015, and I have the
following comments:
PLANNING & ZONING:
Specific Development Plan
General Comment:
1. To -date no traffic information has been received. Public Works may have
comments affecting the SDP upon review of the Traffic Impact Study.
Final Plat
General Comment:
1. ALL text on plat sheets must be a minimum of 1/8" in height.
Sheet 1:
1. The title of the overall Applewood Village Shopping Center will in all likelihood
be the same or very similar to what is currently shown as the title of this plat. I
recommend this plat be named "Starbucks-Applewood SC", or something similar.
2. Please add the following subtitle: "A CONSOLIDATION OF PREVIOUSLY
UNPLATTED PARCELS".
3. Please include the following Note:
"7. AREAS SHOWN HEREIN AS "FUTURE RIGHT-OF-WAY" ARE
HEREBY RESERVED FOR FUTURE DEDICATION TO, OR PUBLIC
ACQUISITION BY, THE CITY OF WHEAT RIDGE TO BE COMPLETED AT
A LATER DATE BY SEPARATE DOCUMENT."
4. Please the Case History Box with Case No. WZ-15-02.
Starbucks_3210 Youngfield_I st Review.docx
Public Works Engineering
April 10, 2015
Page 2
Sheet 2:
1. Please identify the existing Right -of -Way lines on the plan view and in the Legend.
2. Please note the following:
a. Per Sec. 26-410-C of the Municipal Code of Laws, section ties to two (2)
different property corners are required.
b. No proposed easements are currently shown on this plat. Bearings and
distances of all proposed easements are required.
3. Provide the Reception # (90013512) for the area of ROW within W. 32"d Avenue
(refer to the redlined plat as needed).
4. Please include the curve data for the future ROW line at the SW corner of the
subject property. This line and data will then be shown on the larger, overall
Applewood Village Shopping Center plat mentioned above.
5. In order for the two existing parcels to become consolidated into one larger parcel,
you must show the existing parcel line and include the following notation:
"PARCEL LINE HEREBY REMOVED BY THIS PLAT".
6. Show the Book & Page or Reception Numbers of the two parcels being
consolidated. This information should be in a lighter or shaded font than the current
name ("Lot 1, Starbucks-Applewood SC", or whatever they wish to call it).
7. There is an easement to abut the exterior of the boundary along the northeasterly
portion of the subject property. Please include the type, width, and JeffCo
Reception#.
8. Include a 15 foot -wide Drainage Easement centered on the proposed storm sewer,
9. Need to identify the Basis of Bearing line (e.g., S. Line of NW 1/4 of Section 29).
10. Provide the bearing (S 89029'29" W) for the given section tie.
11. Please add the ROW and Future ROW linetypes to the Legend.
CIVIL ENGINEERING:
Drainage Letter:
1. In the 3rd paragraph on page I:
a. Include FEMA before the Zone X in the first sentence.
b. Correct the typo in the second sentence.
2. In the 2nd paragraph, page 2, describe the ultimate destination of the overflow
runoff and any potential negative impacts resulting from these additional flows.
3. Upon completion of the above corrections, please include one wet -stamped
hardcopy and a PDF file containing the signed & sealed revised Letter with the
next submittal for Public Works approval.
Drainage Plan:
1. In the two references to the Master Drainage Report by Kimley-Horn, please
include the revision date of Rev. March 17, 2015.
2. Upon completion of the above corrections, please include one wet -stamped
hardcopy and a PDF file containing the signed & sealed Plan with the next
submittal for Public Works approval.
Starbucks_3210 Youngfield_Ist Review.docx
Public Works Engineering
April 10, 2015
Page 3
Construction Plans
C 100 (Cover Sheet):
1. Please modify my information and add the information for our Stormwater
Coordinator under the "Agency Referrals" list.
2. Please include this Note at the end of the Wheat Ridge General Notes:
"20. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET
CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL
MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE
TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT
(THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC
WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)."
C201 (Site Plan):
1. The ADA ramp on the east side of the full -movement drive from W. 32nd Avenue
("Entrance 3") must be constructed with this project.
C303 (Street Profiles):
1. Please include this Note at the end of the General Notes:
"21. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET
CUTS OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL
MILLING/OVERLAY REQUIREMENTS WILL APPLY. REFER TO THE
TERMS OF THE CITY OF WHEAT RIDGE ROW CONSTRUCTION PERMIT
(THAT MUST BE OBTAINED FROM THE DEPARTMENT OF PUBLIC
WORKS, 303.235.2861, PRIOR TO COMMENCEMENT OF WORK)."
2. The ADA ramp on the east side of the full -movement drive from W. 32nd Avenue
("Entrance 3") must be constructed with this project.
C304 (Street Details):
1. Please include the following City -standard details:
S-E01_HMA.DWG (Typical Asphalt Detail)
C404 (Erosion Control Details):
1. Please remove the City of Aurora details for the Rock Socks.
C501 (Utility P
I . Please include this Note at the end of the General Notes:
"6. NOTICE TO CONTRACTOR: IF MORE THAN THREE (3) STREET CUTS
OCCUR WITHIN 250 LINEAR FEET, ADDITIONAL MILLING/OVERLAY
REQUIREMENTS WILL APPLY. REFER TO THE TERMS OF THE CITY OF
WHEAT RIDGE ROW CONSTRUCTION PERMIT (THAT MUST BE
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS, 303.235.2861,
PRIOR TO COMMENCEMENT OF WORK)."
Stazbucks_3210 Youngfield_lst Review.docx
Public Works Engineering
April 10, 2015
Page 4
C503 (Storm Profile & Details):
1. The pipe profile should be reversed to correspond to the plan views on all the other
sheets (west being on the left, east on the right).
ADDITIONAL:
1. Right -of -Way Construction Permit(s)/Licensing:
a. ROW Permits. Prior to any construction within the public right-of-way
(ROW), the necessary Right -of -Way Construction Permit(s) and respective
licensing will need to be submitted for processing by the City. Right -of -Way
Construction Permits are issued by the City only after approval of all
required technical documents, including but not limited to, the Final
Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact
Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion
Control Plan, Traffic Control Plan, and easement or ROW dedications.
b. Licensing. All work within the public Right -of -Way shall only be performed
by a municipally -licensed contractor.
2. Drainage Certification Letter with As -Built Plans:
Upon completion of the drainage improvements, the Engineer -of -Record Mr. Owen
Keenan, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed
Drainage Certification Letter stating that the site grading was completed per the approved
Drainage Plan, that the site conforms to and shall function as defined in the approved
Final Drainage Letter, and that the site has been accurately surveyed to confirm that the
grading was completed in accordance with these documents. Prior to Final Approval by
Public Works and issuance of any Certificates of Occupancy, the Drainage Certification
Letter shall be submitted to the City for review and approval and be accompanied by As -
Built Plans containing sufficient elevations in support of said Letter.
Three (3) copies of the "As -Built" Plans are to be submitted as follows:
a. 1 hardcopy is to be on full-size 24" X 36 " bond paper, signed and sealed, AND
b. 2 copies are to be on electronic media: one (1) file in AutoCAD DWG
format and one (1) file in PDF format.
The above comments are as of the date reviewed and may not reflect all
comments from other departments or reviewing agencies.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
David F. Brossman, P.L.S.
Development Review Engineer/City Surveyor
CC: Steve Nguyen, Engineering Manager
File
Starbucks -3210 Youngfield_l st Review.doca
SCS
s8d'e a s o y
w AN
o'€ 5
fl - E arse z Z dpU N
m N€ , O o (7 W w� 0
fi3v ' 2 w a z
m 585 a O � � �jtt
,3 a z z�3
F $
LL
LLull �w�k �`�
up \ :Si Z
oF�x
It I
I v
i I
i
aO
I/oo
3°� - ea a
Z
LU
LL
LL Z a 6
oLL e8 ppi
O W U C2
vi z
U 30 ;� o ♦ g
zu
Z
_uuI
3
R RI/
N Fi
2w __-- __ � ice$ i8�
-
?3
J, I ,
i I
w I' Fh I I u
"ow
I I
I/ u
41
1332115 0131JONnoA
---11'---- -----------------` -- ---------
------------- 21
-------..
1
1 I
I I
March 25, 2015
Mr. Dave Brossman
Development Review Manager
Wheat Ridge Public Works Department
7500 W. 29th Avenue
Wheat Ridge, CO 80033
RE: Drainage Letter — Starbucks at 3210 Youngfield Street
Dear Mr. Brossman,
Sterling Design Associates, Ilc
CIVIL ENUNEEFS - LANGSCAFE ARCHITECTS
CITY OF WHEAT RIDGE
PUBLIC WORKS
DATE 03/30/2015
RECEIVED 03/30/2015
1 st Submittal
Sterling Design Associates is providing this letter and plan as the drainage design for the above
mentioned site.
Existing Site Conditions
The proposed site as it currently exist is vacant land; however, before demolition of the existing
buildings, the site contained a gas station at the 3210 Youngfield Street address and commercial
retail building at the 12755 W. 32nd Avenue address. The site is located on the northeast corner
of Youngfield Street and W. 32nd Avenue. The site is bounded to the east by the service alley to
Applejack Wine and Spirits and vacant building, to the south by W. 32nd Avenue, to the west by
Youngfield Street, and to the North by Chili's Restaurant.
The site as it existed historically appeared to have been primarily paved outside of the building
footprint. The total area of both parcels of land that comprise the site is 0.80 acres. In its existing
state, the site slopes ently to the east at approximately 2.0% on average.
FEMA
The site is loc ed i o (N Sh ding), which are areas determined to be outside of the 0.2%
annual chance Floo plain. N no city or private storm sewer exist either along street frontages
or adjacent properties. The Lee, Stewart and Eskins Ditch pipeline (30" dia. RCP) exists within
the Right -of -Way along Youngfield Street on the west side of the site.
Existing soils on-site are Denver -Urban Land Complex, 0 to 2 percent slopes which are
classified as Hydrologic Soil Group C.
Proposed Conditions
The vacant site is proposed to be re -developed into a 2,500 square foot Starbucks Cafd with a
Drive-Thru, covered patio area, and associated store parking. In post development conditions, the
site is comprised of four sub -basins. Each sub -basin is described in detail below.
Sub -Basin A 1(0.29 acre) is composed of asphalt parking, concrete drives and walks, roof
drainage, and landscaped area. The Sub -Basin is located on the western portion of the site and
runoff is conveyed via the integral curb section and 4 -foot wide pan to a Single Wheat Ridge
Valley Inlet in a sump condition. C values for this basin are 0.62 and 0.73 for the 5 and 100 -year
storm events, respectively. Direct runoff rates are 0.89 and 2.00 cfs for the 5 and 100 -year storm
events, respectively. In the event of an inlet failure, runoff would pool to a peak depth of 6.2 -
inches and discharge to the east. The inlet is sized to capture the 100 -year storm and runoff is
conveyed via a 15 -inch diameter RCP to the sump inlet located in Sub -Basin A2.
Sub -Basin A2 (0.42 acre) is composed of asphalt parking, concrete drives and walks (incl ing
the drive-thru lane, roof drainage, and landscaped area. The Sub -Basin is located on the astern
portion of the site and runoff is conveyed via integral curb section and 4 -foot wide p to a
Single Wheat Ridge Combination Inlet in a sump condition. C values for this basi are 0.51 and
0.66 for the 5 year and 100 -year storm events, respectively. Direct runoff rates e 1.06 and 2.64
cfs for the 5 and 100 -year storm events, respectively. In the event of an inlet ilure, runoff
would pool to a peak depth of 6 inches and would overflow into a draina an and would be
conveyed to the north along the Applejack Wine and Spirits Service Alley. The inlet is sized to
capture the 100 -year storm event and is conveyed via an 18 -inch diameter RCP to a manhole
(STORM MH #6) located in the Applejack Wine and Spirits service alley. Combined storm
sewer flow from the storm sewer system (Sub -Basins Al and A2) will be 1.92 and 4.58 cfs for
the 5 and 100 -year storm events, respectively. This storm sewer continuation is part of the
Master Drainage Report for the Applewood Village Shopping Center, prepared by Kimley-Horn
and Associates revised March 17, 2015 (Master Drainage Report). Offsite storm sewer will
convey on-site runoff to a detention basin outlined in this report.
Sub -Basin OS -1 (0.05 acre) is composed of landscaped area that will discharge via sheet flow
off-site to the property to the north (Chili's Restaurant). Runoff is discharged to an existing
drainage swale located on the south side of the Chili's building and to an existing drainage pan
located in the Chili's parking lot. C values for this basin are 0.15 and 0.50 for the 5 and 100 -year
storm events, respectively. Direct runoff rates are 0.04 and 0.23 cfs for the 5 and 100 -year storm
events, respectively.
Sub -Basin OS -2 (0.03 acre) is composed of landscaped, concrete pad for the trash enclosure as
well as the concrete drainage pan. Runoff is discharged north into the existing Applejack Wine
and Spirits service alley. C values for this basin are 0.36 and 0.59 for the 5 and 100 -year storm
events, respectively. Direct runoff rates are 0.05 and 0.16 cfs for the 5 and 100 -year storm
events, respectively.
Detention
The Master Drainage Report was prepared in order to redevelop portions of the shopping center
outside the limits of this project and provide detention requirements for all areas of
redevelopment, including the Starbucks site. The detention basin proposed as part of this project
will detain the Water Quality Capture Volume (WQCV), 5 -year plus 100% of the WQCV and
100 -year plus 50% of the WQCV. The Starbucks site lies in Basin F of this report and was
assumed to be 95% impervious which is significantly more than the 66.9% imperviousness that
will exist once the site is developed based on the enclosed calculations.
As part of the Master Drainage Report, storm sewer is proposed to be installed to Storm MH 46
as identified on the Master Drainage Plan, Sheet 1 of 2. Storm sewer from the Starbucks site will
tie into this manhole and will be conveyed to the proposed detention pond. Calculated design
flowrates in this report for Basin F are 3.1 and 5.9 cfs for the 5 and 100 -year storm events,
o where?
Vhat would
e the
npacts to
ownstream
respectively. Included with this letter are detailed calculations which yield peak flowrates in the
connecting storm sewer of 1.92 cfs and 4.58 cfs for the 5 and 100 -year storm events,
respectively. Due to the lower actual imperviousness of the site as detailed in this letter when
compared to the Master Drainage Report, the detention basin as designed would be providing
additional WQCV and detention volume for Basin F than what is required. Storm sewers
designed in the Master Drainage Report would be adequate to handle on-site storm flows.
It is anticipated that construction of the King Soopers fuel center and detention pond will be in
the Spring of 2015. This timing would coincide and with the construction of the proposed storm
sewer improvements on-site. At this time, an interim condition WQCV pond for this site has not
been designed.
Conclusions
In general, the proposed project minimizes the amount runoff entering and exiting the Site with
the exception of what is conveyed to the storm sewer system. Areas in which runoff comes in
contact with proposed impervious surfaces are conveyed to two storm inlets located on site. The
storm sewer is designed to capture the 5 and 100 -year storm events and convey runoff via storm
sewer to the proposed offsite storm sewer system and detention pond designed in the Master
Drainage Report.
Portions of the site that are conveyed to the northern property line are all landscaped, therefore
minimizing the effect of additional runoff entering the adjoining property. A drainage pan
located in the Applejack Wine and Spirits service alley which conveys runoff to the inlet located
in Sub -Basin A2, is designed in order to minimize the amount of additional runoff conveyed
north along the existing Alley due to the overall flatness of the alley in the area adjacent to the
eastern property line of the site.
Drainage Calculations have been provided as attachments in this letter. Calculations were
performed using the latest version of the City of Wheat Ridge Site Drainage Requirements.
Appropriate tables and charts used have been attached to this letter. If additional information is
required please don't hesitate to contact me at 303-794-4727 ext. 206.
Regards,
Owen Keenan, PE
Civil Engineer
Sterling Design Associates, LLC
Attachments:
Tables/Charts
Runoff Calculations
Inlet Calculations
5 and 100 -yr Storm Sewer Routing
Drainage Plan
9
8
7
tx
z
6
W
a
c s
W
2
U
Z
a
4
H
Z
iUl
Z 3
2
1
0
0
10 20 30 40 50 60
TIME IN MINUTES
FIGURE 5-1 EXAMPLE 5.2
TIME — INTENSITY — FREQUENCY CURVES
T. 3 S. R.66 W.
5-1-84
URBAN DRAINAGE 3 FLOOD CONTROL DISTRICT
1 A recent subdivision has an approved Drainage Report/Plan on file. 32 Rev. 10/14
Reference the UDFCD Criteria
Not required for a Preliminary Report
1
G
y�
x
r
t
v^
c'
,- 2 YEb n
"V
10 20 30 40 50 60
TIME IN MINUTES
FIGURE 5-1 EXAMPLE 5.2
TIME — INTENSITY — FREQUENCY CURVES
T. 3 S. R.66 W.
5-1-84
URBAN DRAINAGE 3 FLOOD CONTROL DISTRICT
1 A recent subdivision has an approved Drainage Report/Plan on file. 32 Rev. 10/14
Reference the UDFCD Criteria
Not required for a Preliminary Report
TABLE RO-3
Recommended Percentage Imperviousness Values
Land Use or Surface Characteristics
Percentage Imperviousness
Business:
Commercial areas
95
Neighborhood areas
85
Residential:
Single-family
Multi -unit detached
60
Multi -unit attached
75
Half -acre lot or larger
Apartments
80
Industrial:
Light areas
80
Heavy areas
90
Parks, cemeteries
5
Playgrounds
10
Schools
50
Railroad yard areas
15
Undeveloped Areas:
Historic flow analysis
2
Greenbelts, agricultural
2
Off-site flow analysis when land use not defined
45
Streets:
Paved
100
Gravel(packed)
40
Drive and walks
90
Roofs
90
Lawns, sandy soil
0
Lawns, clayey soil
0.
*See Figures RO-3 through RO-5, Urban Storm Drainage Criteria Manual, Volume 1, June 2001, for percentage imperviousness.
1 A recent subdivision has an approved Drainage Report/Plan on file. 33 Rev. 10/14
Reference the UDFCD Criteria
Not required for a Preliminary Report
TABLE RO-5
Runoff Coefficients, C
Percentage
Imperviousness
Type
C and D NRCS H drolo is Soil Grou s
2 -yr
5 -yr
10 r
25 -yr
50 -yr
1 00 r
0%
0.04
0.15
0.25
0.37
0.44
0.50
5%
0.08
0.18
0.28
0.39
0.46
0.52
10%
0.11
0.21
0.30
0.41
0.47
0.53
15%
0.14
0.24
0.32
0.43
0.49
0.54
20%
0.17
0.26
0.34
0.44
0.50
0.55
25%
0.20
0.28
0.36
0.46
0.51
0.56
30%
0.22
0.30
0.38
0.47
0.52
0.57
35%
0.25
0.33
0.40
0.48
0.53
0.57
40%
0.28
0.35
0.42
0.50
0.54
0.58
45%
0.31
0.37
0.44
0.51
0.55
0.59
50%
0.34
0.40
0.46
0.53
0.57
0.60
55%
0.37
0.43
0.48
0.55
0.58
0.62
60%
0.41
0.46
0.51
0.57
0.60
0.63
65%
0.45
0.49
0.54
0.59
0.62
0.65
70%
0.49
0.53
0.57
0.62
0.65
0.68
75%
0.54
0.58
0.62
0.66
0.68
0.71
80%
0.60
0.63
0.66
0.70
0.72
0.74
85%
0.66
0.68
0.71
0.75
0.77
0.79
90%
0.73
0.75
0.77
0.80
0.82
0.83
95%
0.80
0.82
0.84
0.87
0.88
0.89
100%
0.89
0.90
0.92
0.94
0.95
0.96
Type B NRCS Hydrologic Soils Group
0%
0.02
0.08
0.15
0.25
0.30
0.35
5%
0.04
0.10
0.19
0.28
0.33
0.38
10%
0.06
0.14
0.22
0.31
0.36
0.40
15%
0.08
0.17
0.25
0.33
0.38
0.42
20%
0.12
0.20
0.27
0.35
0.40
0.44
25%
0.15
0.22
0.30
0.37
0.41
0.46
30%
0.18
0.25
0.32
0.39
0.43
0.47
35%
0.20
0.27
0.34
0.41
0.44
0.48
40%
0.23
0.30
0.36
0.42
0.46
0.50
45%
0.26
0.32
0.38
0.44
0.48
0.51
50%
0.29
0.35
0.40
0.46
0.49
0.52
55%
0.33
0.38
0.43
0.48
0.51
0.54
60%
0.37
0.41
0.46
0.51
0.54
0.56
65%
0.41
0.45
0.49
0.54
0.57
0.59
70%
0.45
0.49
0.53
0.58
0.60
0.62
75%
0.51
0.54
0.58
0.62
0.64
0.66
80%
0.57
0.59
0.63
0.66
0.68
0.70
85%
0.63
0.66
0.69
0.72
0.73
0.75
90%
0.71
0.73
0.75
0.78
0.80
0.81
95%
0.79
0.81
0.83
0.85
0.87
0.88
100%
0.89
0.90
0.92
0.94
0.95
0.96
1 A recent subdivision has an approved Drainage Report/Plan on file. 35 Rev. 10/14
Reference the UDFCD Criteria
" Not required for a Preliminary Report
TABLE RO-5 (CONTINUED)
Runoff Coefficients, C
Percentage
Imperviousness
Type
A NRCS Hy tlrolo is Soil Groups
2 -yr
5 -yr
10 r
25 -yr
50 -yr
1 00 r
0%
0.00
0.00
0.05
0.12
0.16
0.20
5%
0.00
0.02
0.10
0.16
0.20
0.24
10%
0.00
0.06
0.14
0.20
0.24
0.28
15%
0.02
0.10
0.17
0.23
0.27
0.30
20%
0.06
0.13
0.20
0.26
0.30
0.33
25%
0.09
0.16
0.23
0.29
0.32
0.35
30%
0.13
0.19
0.25
0.31
0.34
0.37
35%
0.16
0.22
0.28
0.33
0.36
0.39
40%
0.19
0.25
0.30
0.35
0.38
0.41
45%
0.22
0.27
0.33
0.37
0.40
0.43
50%
0.25
0.30
0.35
0.40
0.42
0.45
55%
0.29
0.33
0.38
0.42
0.45
0.47
60%
0.33
0.37
0.41
0.45
0.47
0.50
65%
0.37
0.41
0.45
0.49
0.51
0.53
70%
0.42
0.45
0.49
0.53
0.54
0.56
75%
0.47
0.50
0.54
0.57
0.59
0.61
80%
0.54
0.56
0.60
0.63
0.64
0.66
85%
0.61
0.63
0.66
0.69
0.70
0.72
90%
0.69
0.71
0.73
0.76
0.77
0.79
95%
0.78
0.80
0.82
0.84
0.85
0.86
100%
0.89
0.90
0.92
0.94
0.95
0.96
1 A recent subdivision has an approved Drainage Report/Plan on file. 36 Rev. 10/14
Reference the UDFCD Criteria
" Not required for a Preliminary Report
Weighted Imperviousness Date: 3/11/15
Job Name: Starbucks - 32nd Avenue & Youngfield - Wheat Ridge By: OKK
Roof 90
Lawns 0
Paved Streets 100
Conc. Drives & Walks 90
'% Impervious from Wheat Ridge Site Drainage Requirements - Table RO-3
Hydrologic Soil Group = C (NRCS Web Soil Survey)
PROPOSED SITE
Asphalt
Conc. Drives
Total
Total
Basin
Roof
Lawn
Drives
& Walks
(SF)
(Acres)
1(%)
C5
C100
Al
1867
2088
5379
3146
12480
0.29
79.3
0.62
0.73
A2
1159
5324
7115
4705
18303
0.42
67.7
0.51
0.66
OS1
0
2108
0
0
2108
0.05
0.0
0.15
0.50
OS2
0
644
0
614
1258
0.03
43.9
0.36
0.59
Total A Basins
3026
7412
12494
7851
30783
0.71
72.4
0.55
0.69
Total
3026
10164
12494
8465
34149
0.78
66.9
0.50
0.66
N
CD
N
'D
N
m
7
}
gine
I�
11111
ImIllllIIIIIIIIIII
IN
IM1111111111111111
IN
I�
�r��OrV�`h EE'. PrO1E CIEs
DESIGN PEAK FLOW FOR ONE-HALF OF STREET
OR GRASS -LINED CHANNEL BY THE RATIONAL METHOD
Project: Starbucks - 32nd Ave 8 Youngfield St
Inlet ID: Basin At - DP 1
J
OVER
OW D SIDE ` STREET I OVERLAND FLOW l
GUTTER FILOi GUTTER PLUS CARRYOVER FLOW Show Details
ROADWAY CENTERLINE
(local peak flow for 12 of street OR grass -lined channel).
*CJaeowa =1 089
cfs I
FILL IN THIS SECTION
0 you enter values in Row 14, skip the rest of this sheet and proceed to sheet Q -Allow or Area Inlet.
OR...
�eogrep rc Information: (Enter data In the
blue cells):
FILL IN THE
Subcatchment Area =
Acres
SECTIONS BELOW.
Percent Imperviousness =
%
--
Site Type:
Flows Developed For:
NRCS Soil Type
JA, B, C, or D
r
�
Q Street (niers �
Slope (ft/ft)
Length (ft)
Overland Flow =
—
Channel Flow =
aintall Information: Ini me ir= r i a
Minor Storm
Major Storm
Design Storm Return Period, T, =
years
Return Period One -Hour
Precipitation, Pi =
inches
Or
User -Defined Storm Runoff Coefficient (leave this blank to accept a calculated value), C
User -Defined 5 -yr, Runoff Coefficient (leave this blank to accept a calculated value), Cs
Bypass (Carry -Over) Flow from upstream Subcatchments, QD
Total Design Peak Flow, Q =1 0.89 1 2.00 JOS
Basin Al - INLET.Asm, O -Peak 3/11/2015, 2:37 PM
INLET IN A SUMP OR SAG LOCATION
Project = Starbucks - 32nd Ave 8 Youngfield St
Inlet ID = Basin Al - DP 1
—
Lo (C)�;
H -Curb H -Vert
Wo
Wp
W \
�— Lo— (G)
of Inlet
Inlet Type
I Depression (additional to continuous gutter depression 'a' from 'Q -Allow')
a_;
)er of Unit Inlets (Grate or Curb Opening)
No
r Depth at Flowline (outside of Ioc l depression)
Ponding Depth:
t Information
0.60
Ih of a Unit Grate
Lo (G)'
i of a Unit Grate
Wo'
Opening Ratio for a Grate (typical values 0.15-0.90)
Aso'
ling Factor for a Single Grate (typical value 0.50 - 0.70)
Cr (G)'
Weir Coefficient (typical value 2.15 - 3.60)
C, (G) :
I Orifice Coefficient (typical value 0.60 - 0.80)
Co (G)'
Opening Information
Ih of a Unit Curb Opening
Lo (C) :
it of Vertical Curb Opening in Inches
Hae'
e of Curb Orifice Throat in Inches
Hwy'
t of Throat (see USDCM Figure ST -5)
Theta
Width for Depression Pan (typically the gutter width of 2 feet)
WP'
ling Factor for a Single Curb Opening (typical value 0.10)
Cf (C)
Opening Weir Coefficient (typical value 2.3-3.7)
Cw (C)
Opening Orifice Coefficient (typical value 0.60 - 0.70)
Co (C)'
31 Inlet Interception Capacity (assumes clogged condition)
Q.
Capacity IS GOOD for Minor and Major Storms (>Q PEAK)
O P— REQUIRED
MINOR MAJOR
Denver No. 16 Valley Grate
2.00 2.00
1 1
6.0 6.0
MINOR MAJOP
3.00 3.00
1.73
1.73
0.31
0.31
0.50
0.50
3.60
3.60
0.60
0.60
MINr1R MA.InR
N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
riches
nches
13 Override Depths
eet
eet
eet
fiches
tches
egrees
eet
Basin Al - INLET.Asm, Inlet In Sump 3/11/2015, 2:38 PM
DESIGN PEAK FLOW FOR ONE-HALF OF STREET
OR GRASS -LINED CHANNEL BY THE RATIONAL METHOD
Project: Starbucks - 32nd Ave & Youngfield St
Inlet ID: Basin A2 - DP 2
OVERLAND
OW SIDE I STREET I OVERLAND FLOW
GUTTER FLOW GUTTER PLUS CARRYOVER FLOW Show Details
ROADWAY CENTERLINE
(local peak flow for 12 of street OR grass -lined channel). `QKnown
H you enter values in Row 14, skip the rest of this sheet and proceed to sheet Q -Allow or Are
Design Storm Return Period, T,
Return Penod One -Hour Precipitation, Pt
C,
Cz
C3
User -Defined Storm Runoff Coefficient (leave this blank to accept a calculated value), C
User -Defined 5 -yr. Runoff Coefficient (leave this blank to accept a calculated value), Cs
Bypass (Carry -Over) Flow from upstream Subcatchments, Qe
Total Design Peak Flow, Q =1 1.06 2.64 cis
Ih-t F �,Errd
IN THIS SECTION
IN THE
TIONS BELOW.
Basin A2 - INLET.xlsm, Q -Peak 3/11/2015, 2:36 PM
Subcatchment Area
Acres
Percent Imperviousness -
Site Type:
Rows Developed For:
NRCS Soil Type =
A, B, C, or D
L-7
0 Street InletsSlope(ftLong"(fl)
OverlandFlow =
---
Channnell Flow =11
Design Storm Return Period, T,
Return Penod One -Hour Precipitation, Pt
C,
Cz
C3
User -Defined Storm Runoff Coefficient (leave this blank to accept a calculated value), C
User -Defined 5 -yr. Runoff Coefficient (leave this blank to accept a calculated value), Cs
Bypass (Carry -Over) Flow from upstream Subcatchments, Qe
Total Design Peak Flow, Q =1 1.06 2.64 cis
Ih-t F �,Errd
IN THIS SECTION
IN THE
TIONS BELOW.
Basin A2 - INLET.xlsm, Q -Peak 3/11/2015, 2:36 PM
INLET IN A SUMP OR SAG LOCATION
Project = Starbucks - 32nd Ave & Youngfield St
Inlet ID = Basin A2 - DP 2
,�-Lo (C)-�'
H -Curb H -Ven
Wo
W
Lo (G)
of InletInlet
Type :
I Depression (additional to continuous gutter depmssion'a' from'Q-Allow')
2 -:ler
of Unit Inlets (Grate or Curb Opening)
No :
r Depth at Flowline (outside of local depression)
Ponding Depth
. Information
0.10
th of a Unit Grate
Lo (G)°
i of a Unit Grate
Wo'
Opening Ratio for a Grate (typical values 0.15-0.90)
A,.o'
ling Factor for a Single Grate (typical value 0.50 - 0.70)
C, (G) :
Weir Coefficient (typical value 2.15 - 3.60)
Cw (G) :
Orifice Coefficient (typical value 0.60 - 0.80)
Co (G)
Opening Information
Ih of a Unit Curb Opening
Lo (C)'
it of Vertical Curb Opening in Inches
H-:
nl of Curb Orifice Throat in Inches
Hm,onr
of Throat (see USDCM Figure ST -5)
Theta
Width for Depression Pan (typically the gutterwidth of 2 feet)
WPM
ling Factor for a Single Curb Opening (typical value 0.10)
C, (C)
Opening Weir Coefficient (typical value 2.3-3.7)
C.„ (C)
Opening Orifice Coefficient (typical value 0.60 - 0.70)
Co (C)'
al Inlet Interception Capacity (assumes clogged condition)
% `
Capacity IS GOOD for Minor and Major Stones (>Q PEAK)
O aEw<eeoui-'
MINOR MAJOR
Wheat Ridge Combination
2.00 2.00 inches
1 1
6.0 6.0 inches
MINOR MAJOR O Override Depths
2.75 2.75 feet
1.37 1.37 feet
0.65 0.65
0.50 0.50
3.60 3.60
0.67 0.67
MINOR MAJOR
2.88 2.68
6.00
6.00
5.25
5.25
0.00
0.00
2.00
2.00
0.10
0.10
360
360
0.67
0.67
M
eet
nches
nches
legrees
eet
Basin A2 - INLET.Asm, Inlet In Sump 3/11/2015, 2:36 PM
n
. .
, '
n
W �LZ {fT54 K��I
N
. r .
?i 10'0244 •f6 ;
'
R
r r ,
r . . r • :
r .
, r
g
k�
r r . • .
N
i r r
x
...........................�.._._. ._... v_.._......_._ ♦...........
Nr
r
n
t
r r . .
r .
i
` t
S
, r
r ,
n
r r ,
S
r r r r r
r r .
r r r r r r r
N 96'874$ z1�adI ; • r r r r r r r r
Z'T1116 ;02 ;Mqd
(9) W!PNf3
..........................
X174i+4T54
........................:...:.'.:__'_-.. tapolSl..t97{--,.apa.�lua6..a1.
F' ry
n�
--
:17�LZ {4T4S uaeal;
;11 ;44 ;a2 4 oTH'
m '
. r
y
w 10'OZSS •F6
t'riu9 ; al: -P
o .
,
..........:..
17 96ITS4 1SM4I
Z'Tg13:aI ;a74[ '
O. N h h YI
vi K ui n� R r� r N h R vi m .n n vii � vii N i n vii � u�i
W-W-M3
c
`JNI......
aNbl --111.., 6PO80'EI 'ON90f d3A00 Z/1133HS
Vi SNI D iIHON3 1 dNINONV Oa viJOlO?'39aIL' 1H3HM
JII 'BuIlInsUOJ IUIOd w°''ll+ua Z'ON JNIIIJ NOISIAlcignsNliNK)
alN o'um `JNIddOHS IOVIIIA QOOM3lddV
Z0f 3Jnsll(IS SI'tL'EO
O1s,3a389-ssIlce :^ld:1011OIl OSIJO3 N0udId0S3a - 31V0
tN
mo �z o b w soy absao
zf _a o
uZ _a Woo e8 " 0 q�°s5 i
8,H�.�R SSS g -o g boa o s8=">c
= 3Wma £n Uz
Wo
N W O
Z � �
0 U—
Q
w LL
O
W z LLJ
0 QCL
LU
UW
a t�E w osQ a al
10
w �® �l j tp
$isL LL o p
O W
LLJ
W> 0rj81. i j jS •� ^, 0 a go a
>01 ■ �'+ f -
a
v -
yr
k
o
LLJ 01
W � W
P, aU-J co Lu6
:b$ a�E4
Q o 3 s iEzw
:D 5 m g° 3ge`s
~ Cii W � s� a� aco¢o3 St
92
<C` 0 a�
e.
HE -
F—
$ m8
� � as 5.°ops ass ops= O
2q=WIm
LL
�33�jj =3a wg�3< €
if
P --H 9f
�§ o�P '^omd sr✓w ..
w� `°CS��i�= i � O S
a;aagaa< a a ` o
33w 3` gNs ° < °
s o=
obs
$arse€
8 @�g
9NIA3nan5 ONM
`_ 3an1W1MJav 3dVOSONbI
Vi �NIa33NHo dVDadId
pn bNlnnsNoo
vnoJ
6r0'80E'OfJ 90r dVW
-
-
Oa'C210100 '3`Jald' 1V3HM _
'BU1��l1SUl� w°"III °
°°M
-1_.- -
D77 �UIod
seaQeszuzd
II
Z ON ONlll� NOISInIa9f1S?131N3O
�zloa m Not3,lln
n,--
JNIJJOH$ 3JHlllA QOOM3lddV
Z01 311f,5
O1Sia�3O 3a`JNb55 lOf8
„a��o aoatd
- "
,YNI91a0
_
_<Id ilUllb:71 �G>�.J,)J d�S3o
_
N
lij
Z z0
Lw Q 12
F
Z N w O
Oz�E6
BOJ
�QU
�
Q w �
U O
'n Z w
m O Q
� w �
V) w = V
Z
W Q w 0
Z U''- j
w w
W wow
Uz,�
U -
w O
LLJ
3
Z > '0F—
>= w
0 0 7 u
�wD:fLLJ
cD
W ~ Q
QZ =) 0�
oOQ
LLJ ry-) w
LL -
z0
Q Z
0 0-
0 °U
W
J
IL
IL
Q
spa J,
„3
aj
9s
a
s
-1_.- -
II
$
VO UNe GFIIEELD ST
sao
9s
s
II
$
VO UNe GFIIEELD ST
sao
II
$
VO UNe GFIIEELD ST
e
Mlfn
^: l nm8:
:a s
a�
ez
rh �
Z Ow N
3o Z
CL
�a
U �Z Z
LU O
Lw P:
LL Z; U
C) Q -)
U Nr 2�
Y�z N
U 3°u ZO
Zw U
CD .
c W
w�
F- I
z3
O
F U
Z
5w
air o
2
LLS����Fz
n ' i6[d
3 Ck
F
z MUM
L 4w b
GW'ga
Z N
5 Ings,!
t
""
j z
xf g
m
,
€ a`
U
x w
�
w�ojoi45�
L �,
w
H
FiC �Kw LwUBSs
� 4'.,
S
a.
a�
ez
rh �
Z Ow N
3o Z
CL
�a
U �Z Z
LU O
Lw P:
LL Z; U
C) Q -)
U Nr 2�
Y�z N
U 3°u ZO
Zw U
CD .
c W
w�
F- I
z3
O
F U
b YW o
14s a i= "_
H 3 it as
g < a f` E sb
aaa
OZ00�wa p< g w
5�0 . �z z 4 a£ g s 3
za��Ozzzz�o� °_
ego-F�0000FaLL,��g°`zzr SUR
zozzzzz� 1°OI`z°�a<QOF z a8 RN! �� g g
g luzzwt0000OaF��aa'V"V^aa�,��4
as °SSww„„ w_.2 °° o
�aa��uu��ww o���,il5m
I in8a �a-
z 41
MUCH
0 U "a�'
20
gsa"sCH Z way
zoo
o0000000gog000000—_��a D aotl agck's s N�p
= UUUUV VVV VV VVVUUUUV�� p p =-
Q Hill
YM Y O °<
W Q., YYY IH ill 0 8J°
J dia �����o����� b LL nxn
g � o
5"
¢'
�
z so �
o � � o � w$ w a��
K F'
=�o
3�< <3
s�
O
w f- R
a
as 8gw�<
gaoo€ UKa° g hkRB vii 8wk�d Q "x= D g"a omb
Z
5w
air o
>
Wla� w :6=
i_N€
=gig
11 n s�
L 4w b
u
ep
a
i - Q
O
wb
i h
°i
rcLLW
=tw, 1° b`
�
y20
Wiz$
Ii
ffo H
=gg
1111 Em ¢u� R1
°"°
8 6N j
a.
` z
��ww
b "
3 ON
oil _«
6ag� of 3� wgb
3
� N° oc
.aa
n R
mum
Ow
° "t° °l
ow g
o sS
«w
lot -am
H. G
Oil
w
C;
o "�- w'o
`io =1f HIN O<w
FIH
im!lip
w1 11
a
_
haw aw 111 Hsi �_s
�Goggoso
'w 1N
°
o o
fu
gh
�� g° H ;q
11H
Z
-� "$o
c°-�b
R c6b C7
JJI z s;i
HEI
in 1
baw �o �Ga$ w
I8°.
In W15 <
1
w
�< o' A R age
�
9EE
HIgo
inI
o °
11 l
ill I
Gig"w<Y»
ut o o3w AR
g!
RES
b YW o
14s a i= "_
H 3 it as
g < a f` E sb
aaa
OZ00�wa p< g w
5�0 . �z z 4 a£ g s 3
za��Ozzzz�o� °_
ego-F�0000FaLL,��g°`zzr SUR
zozzzzz� 1°OI`z°�a<QOF z a8 RN! �� g g
g luzzwt0000OaF��aa'V"V^aa�,��4
as °SSww„„ w_.2 °° o
�aa��uu��ww o���,il5m
I in8a �a-
z 41
MUCH
0 U "a�'
20
gsa"sCH Z way
zoo
o0000000gog000000—_��a D aotl agck's s N�p
= UUUUV VVV VV VVVUUUUV�� p p =-
Q Hill
YM Y O °<
W Q., YYY IH ill 0 8J°
J dia �����o����� b LL nxn
g � o
5"
¢'
�
z so �
o � � o � w$ w a��
K F'
=�o
3�< <3
s�
O
w f- R
a
as 8gw�<
gaoo€ UKa° g hkRB vii 8wk�d Q "x= D g"a omb
Z
5w
W 11M, zzg
L 4w b
so
ep
°zgog'
i - Q
goo
wb
wg w
°i
rcLLW
LLz
�
y20
Wiz$
Ii
0, 0
¢¢
woW
¢5�
cnn3
M< E Ppm
R
loo
mum
NG bwM
o
?H HI
o<ill
$
lot -am
H. G
�$
w
C;
o "�- w'o
g'oO in
Vg
g� sN FF8
_
b ¢� €
�Goggoso
101 1
_
o o
fu
gh
H HH" HE
z zg -
� H jg
8
10
HEI
in 1
In W15 <
1
w
juj
Bulla
�
9EE
HIgo
inI
o °
11 l
ill I
Gig"w<Y»
ut o o3w AR
g!
RES
11 Mi Em
" www
== m”
�:a
_
G
`_y ��
_�„
gig
08 flow oo Sg€�
8 8w Sy g'o
g z°b gog 8:LL g 6'-88:
g
°gb=`"g
4�w gE
-8 _
o
u
Mum
in
t8g3Sba
a
~3�
gg b� b� :�: mb
1 .€ 121 "gi log
c
p$
f�
bw ro
gob°o
°°
°
x°
4�
oo �g 5q,
b YW o
14s a i= "_
H 3 it as
g < a f` E sb
aaa
OZ00�wa p< g w
5�0 . �z z 4 a£ g s 3
za��Ozzzz�o� °_
ego-F�0000FaLL,��g°`zzr SUR
zozzzzz� 1°OI`z°�a<QOF z a8 RN! �� g g
g luzzwt0000OaF��aa'V"V^aa�,��4
as °SSww„„ w_.2 °° o
�aa��uu��ww o���,il5m
I in8a �a-
z 41
MUCH
0 U "a�'
20
gsa"sCH Z way
zoo
o0000000gog000000—_��a D aotl agck's s N�p
= UUUUV VVV VV VVVUUUUV�� p p =-
Q Hill
YM Y O °<
W Q., YYY IH ill 0 8J°
J dia �����o����� b LL nxn
g � o
5"
¢'
�
z so �
o � � o � w$ w a��
K F'
=�o
3�< <3
s�
O
w f- R
a
as 8gw�<
gaoo€ UKa° g hkRB vii 8wk�d Q "x= D g"a omb
�ssa
MIA
WH
wpm>�
Zg�wo�
aK E�m
m :o==
Rd 11
1mg
BOB;
€€B 4
Z
Hung n
°sAUH °$
O <8gog'8�a
r
!mini
FU 11HE I U
.€gym
Z M3mxoz �3
W 11M, zzg
L 4w b
'< ow
as Sli
ep
°zgog'
HS
wg w
H wP "= w
1H q°=
M< E Ppm
R
loo
w o5 a
NG bwM
o
?H HI
o<ill
$
lot -am
H. G
�$
w
C;
o "�- w'o
g'oO in
E >p ;
m8 a a
w
101 1
_
o o
fu
gh
H HH" HE
z zg -
� H jg
8
10
HEI
in 1
In W15 <
1
w
juj
Bulla
�
9EE
HIgo
inI
5GoW
11 l
ill I
g
in
1
b bs
g!
RES
11 Mi Em
" www
== m”
�:a
_
G
`_y ��
_�„
gig
08 flow oo Sg€�
8 8w Sy g'o
g z°b gog 8:LL g 6'-88:
g
°gb=`"g
4�w gE
-8 _
�ssa
MIA
WH
wpm>�
Zg�wo�
aK E�m
m :o==
Rd 11
1mg
BOB;
€€B 4
Z
Hung n
°sAUH °$
O <8gog'8�a
r
!mini
FU 11HE I U
.€gym
Z M3mxoz �3
0
.11-171mm-
wQ
Out
Z 0- V)
kit
CL
MH
U"zZ
'0
�-. 0
w
LL,
LE.
0 po:
E im
U. — I " HL
U
'Iz
iso
Ln
�e . z
10
U 0
; Hff
A U
co
� Uj
I
r9
1hi gui OZ
-7-
Ri
wEa jFi
on; p
R 0
U 11 11 i H
11 N 1 H
Nil AIR gq H B 8
Im lul
im
"
l7
HO
0�0
0
R SHI H
w
QUI
aomG
i
bow
zqm.
�Em:Hm Z
'--'2 HE 2
al 1 .1
, 1
in,
U
O-
- . . ..
IS
0
.11-171mm-
wQ
Out
Z 0- V)
kit
CL
MH
U"zZ
'0
�-. 0
w
LL,
LE.
0 po:
E im
U. — I " HL
U
'Iz
11
Ln
�e . z
10
U 0
; Hff
A U
co
� Uj
I
r9
1hi gui OZ
-7-
Ri
0
.11-171mm-
kit
gQ3 via
MH
JH, inn
E im
U. — I " HL
11
HI !Hp 6up
; Hff
El Ej 0 0
gum-
1hi gui OZ
Ri
on; p
R 0
U 11 11 i H
11 N 1 H
Nil AIR gq H B 8
Im lul
im
"
l7
HO
0�0
0
R SHI H
w
QUI
aomG
i
bow
zqm.
�Em:Hm Z
'--'2 HE 2
al 1 .1
, 1
in,
U
O-
- . . ..
IS
0
.11-171mm-
kit
b 2 N
A ... igsp 3 0 ZW r
E °A.w1 o 6 R 5w w;x
R €gb i n.zoQ� a
e c 3 Sa OLL zcl
7K 3
17
O
/ s
o
(nIJ z
ea g
�j
fill -In
3 ;ff w
I�
z
1 II I S -BM U \K.3 Z
7-7
Z i
1 glllO��
ip
2�
~O
W PW p
LL oW—Ir °
O W
U 30 Z g sa s I
Zui O g m e o 8 w sse I Prez O
ca
Z
z
z3 5 Ire �w
J;g 12/ Z
M2 i QQ
8E 'i Z
IW
S
M,, �k' x
TZwp=,.meg ¢� h§ H.
EWE o�ew €s_ o�
s g _ M"; w€so== :`'
° f<`3s�°
8"s3- b w oa we°o
=aQ ¢W. a ww a wWw a a s==so ffo`w=
ffi P5
�o_ "D o3 w _ - �G "0 8 a�'g�"� 4wmw2-,
pW �r o
z HIqac°g
+OY� w i4i E�ffzS"�
w dH-HG.° _ U P F°> $�
z <a --M mho°_�
—
l6'6
�I
xY
L
z
I
LSI.
;
6o i
ILLS
�n8
a
sang
Z IZSL
s
_
—
Li
SGnB
z
I
LSI.
;
6o i
ILLS
�n8
a
sang
Z IZSL
X313
_
—
Li
SGnB
z
I
LSI.
;
6o i
I
r
a
sang
Pa,a9
t
1A
0 d
Q uWV
N
°O-
a O04
Nim
08, !a-
0
o a:
z�rc
x3
U
O
p3
LU
LLJ
=
w
b b bI Iz"-
— U
3 �.
>
1 w
I5
F
a0
0
^
w0
�
r0
Z OU
Q 0 Z
OU '
�rt
0
�Lu
�s
s
l 0
n
0 op
cnZ Lncr
Y Z
—0Z
/ `
�
;
r o I
V
La
ca
p Q O
0 0
g
�
-
z/
Z3
QF
�x
an
`o U
a—
'
a
-t
Z
w.. a
u
mm
-{�--Oo
F
C/).
z- 01
o
�
wwF
Iz
O a
U �w �
° 5 ; z z
F
U �
G f 3J °
§ i LC2o 2 y - ppp 0o p
q `a WY o S R .wu T a
€W= W u w � 1,00 0 $
�O
RH a u Y z�rc x 3 i
C " k 0
0, S N O
E
a0 —
x�
r ~ 0, L-11 Z OwSQ O Zs 9'R;qPz ZLu
[
LL 0
p �' P Kx St € as$ Sa S ys S tat SS.9i
U
N v Z N LTJ € #
0
U Z iJ 0
Zw U
d w� W
N r2 N
Z3 \ i$a iaF �ltli a :n
�o
13
��t E
1e➢ it aF H11-4
s Fl0
Hill Nf it !
�vF e � ei4 f 1ta
T1s
;i;3 �a
e8e$�
i
g IF
u �I -• I 'I � ` Y,a�1 A z � . g c @q ig � a f s f t3 � '
a � 1 �• I e 335eia�qry � 1p� ¢ e tai � �� u tpp� ! AS 's aS; iq� S �e � aE �i
§g3 B t S a rflaa
5ibs3 a€ t'� z is Sze
E S 6
aap
xa
=0
�o
Z 0- H
Q3°Z
CL
�a
o�t;-
u"zZ
Lu -° 0
W Nry L
LL zw u
°O �
Y ,z N
u 3u
DZ u
m u
c —° w
a
N H2 N
Z3:
00
Q�
Nv
y$J u0�
WR
a
8w igo a rzoa
<ia<C7
N � 1
i
"H
-- e� HIS
ggs°�8�y,
=w o
-.!P 0Hj w 5-
PC o° air
w =-
EM, m o -woo
-Hp ako
���: o�o
-oQo
oy3 w -M �°� R
NWH do
=a aaa o ' a �a aw aw
O 0 O°
®¢ ®¢ 6 ® ® ®w
Al
3=g=w
E 3 g8 94,
H. sew
5 W o
op= o aF oHE
os$a aH. � e�� s<
ss as€;
w a aG`a PH
HH2d w= sgw= H
° <n ww a whoa WN c i9
� z Q o w�wwY W,- H
a
8�8 usF 6
w
° o m
bc_ w€sw w°5LL O 5=°ems
H.H 1Eow11Foho ~ .g°5LL°z'S
O
ddO-
Ho
�a
5wg.5m w $s 58 6.
n w
8 O s 8
°G 1,
8
O
Z H
r
2e
i
5
€°- E
w
qS,Y
z
0
93 o
4 Foolo
u�
n 5!Y
w"
a
z�2
3
a
saa°
a
o
°z
W
uoin
�3
O5
0 o Nn�
n$ry uw. U
p�0
a
y$J u0�
WR
a
8w igo a rzoa
<ia<C7
N � 1
i
"H
-- e� HIS
ggs°�8�y,
=w o
-.!P 0Hj w 5-
PC o° air
w =-
EM, m o -woo
-Hp ako
���: o�o
-oQo
oy3 w -M �°� R
NWH do
=a aaa o ' a �a aw aw
O 0 O°
®¢ ®¢ 6 ® ® ®w
Al
3=g=w
E 3 g8 94,
H. sew
5 W o
op= o aF oHE
os$a aH. � e�� s<
ss as€;
w a aG`a PH
HH2d w= sgw= H
° <n ww a whoa WN c i9
� z Q o w�wwY W,- H
a
8�8 usF 6
w
° o m
bc_ w€sw w°5LL O 5=°ems
H.H 1Eow11Foho ~ .g°5LL°z'S
O
ddO-
Ho
�a
5wg.5m w $s 58 6.
n w
8 O s 8
a0
xo
.0
O
Z bLL
a 3� Z
<g
o
U a
LL Q
U -z
OU wr �
Y ;Z o
U �o
z i Q
mAZ
ws LL
Q
N F2
?3
00
a,
Nu
-- _\Nf-
133?J1S O131dONf10A
r----------
------------------
---__------------
ar d
W az
Hit
°��
z
z
wig,
n O
ug
5
z
-- _\Nf-
133?J1S O131dONf10A
r----------
------------------
---__------------
W az
a woo w�
R
4i zoo U��
3
-
i
I '
ooH
e
—
II
_a�w
M3 sy
-- _\Nf-
133?J1S O131dONf10A
r----------
------------------
---__------------
-
i
I '
e
—
II
_a�w
I
�I
-
es.
I
ail
�7.
-
I
l�
I
� �
4
I
-----
I.
a
I
„
--- , -
l;
-- _\Nf-
133?J1S O131dONf10A
r----------
------------------
---__------------
01
City of
WheatRdge
COMMUNITY DEVELOPMENT
Community Development
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303.235.2846 Fax: 303.235.2857
Community Development Referral Form
Date: March 30, 2015 Response Due: April 14, 2015
The Wheat Ridge Community Development Department has received a request for approval of
a two -lot consolidation plat on property zoned Planned Commercial Development (PCD)
located at 3210 Youngfield and 12755 W. 32nd Avenue.
Case No.: MS -15-01 /Starbucks Consolidation
Request: Approval of a consolidation plat to facilitate construction of a new restaurant with
drive-through in the Applewood Village Shopping Center. The property .8 acres in size.
A Specific Development Plan (SDP) has been submitted for the property for approval of a
specific Development Plan (SDP). It is being referred out under separate cover pursuant to
Case No. WZ-15-02.
Please respond to this request in writing regarding your ability to serve the property. Please
specify any new infrastructure needed or improvements to existing infrastructure that will be
required. Include any easements that will be essential to serve the property as a result of this
development. Please detail the requirements for development in respect to your rules and
regulations.
No response from you will constitute having no objections or concerns regarding this proposal.
If you need further clarification, contact the case manager.
Case Manager: Meredith Reckert Voice: 303.235.2848 Fax: 303.235.2857
Email: mreckert@ci.wheatridge.co.us
Distribution
Consolidated Mutual Water
Northwest Lakewood Sanitation
Wheat Ridge Fire District
CenturyLink
Xcel Energy
CDOT
Wheat Ridge Public Works
Wheat Ridge Police
Wheat Ridge Building Division
Wheat Ridge Economic Development
"The Carnation City"
I
63
Stewart title
Date: March 18, 2015
File Number: 01330-56928
Property: 3210 Youngfield Street, Wheat Ridge, CO
12755 West 32nd Avenue, Wheat Ridge, CO
Please direct all Title inquiries to:
Lynda Rosamond
Phone: (303) 780-4012
Email Address: lynda.rosamond@stewart.com
OWNER:
U.S. Retail Partners, LLC
Attn: Eric Chekal
Delivery Method: Emailed
Stewart Title - Denver Commercial
55 Madison Street, Suite 400
Denver, CO 80206
SURVEYOR:
Point Consulting, LLC
Attn: Cameron Watson
Delivery Method: Emailed
We Appreciate Your Business and Look Forward to Serving You in the Future.
ALTA Commitment (6/17/06)
ALTA Commitment Form
COMMITMENT FOR TITLE INSURANCE
Issued by
STEWART TITLE GUARANTY COMPANY
STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("Company"), for a valuable consideration, commits to issue
its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as
owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums
and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions
of this Commitment.
This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies
committed for have been inserted in Schedule A by the Company.
All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the
policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not
the fault of the Company.
The Company will provide a sample of the policy form upon request.
This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory
IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly
authorized officers on the date shown in Schedule A.
Countersigned by.-
Stewart
y:
Stewart Title - Denver Commercial
55 Madison Street, Suite 400
Denver, CO 80206
(303) 331-0333
stieWaft
title guaranty company
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
File No. 01330-56928
004 -UN ALTA Commitment (6/17/06)
Matt Morris
President and CEO
Denise C rraux
Secretary
AMERICAN
tANll 71111
A�l(lt 1A1I()N
CONDITIONS
The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument.
If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other
matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in
Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved
from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced
by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if
the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other
matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall
not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions.
Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties
included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in
reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions
shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this
Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies
committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage
of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by
reference and are made a part of this Commitment except as expressly modified herein.
This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of
the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against
the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered
by this Commitment must be based on and are subject to the provisions of this Commitment.
The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is
$2, 000, 000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the
parties. You may review a copy of the arbitration rules at< ham://www. alta. orph.
All notices required to be given the Company and any statement in writing required to be furnished the Company shall be
addressed to it at P.O. Box 2029, Houston, Texas 77252.
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
File No. 01330-56928
004 -UN ALTA Commitment (6/17/06)
AM RICAN
[ANP MH
w+�zx innuH
COMMITMENT FOR TITLE INSURANCE
SCHEDULE A
File No.: 01330-56928
1. Effective Date: March 12, 2015, at 5:30 PM
2. Policy or Policies to be issued: Amount of Insurance
(a) A.L.T.A. Owner's Policy
Proposed Insured:
(b)A.L.T.A. Loan Policy
Proposed Insured:
3. The estate or interest in the land described or referred to in this Commitment and covered herein is:
Fee Simple
4. Title to the referenced estate or interest in said land is at the effective date hereof vested in:
U.S. Retail Partners, LLC, a Delaware limited liability company
5. The land referred to in this Commitment is described as follows:
See Attached Legal Description
Purported Address: STATEMENT OF CHARGES
3210 Youngfield Street These charges are due and payable
Wheat Ridge, CO before a policy can be issued
12755 West 32nd Avenue
Wheat Ridge, CO Commercial Rate:
To Be Determined Commitment Fee"": $500.00
Extra Parcel Fee $100.00
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Title Association.
File No. 01330-56928
CO STG ALTA Commitment Sch A STO
(Schedule Nos. 0214036 and 0214039)
"" Will be applied to premium if policy issued.
Page 1 of 3 STEWART TITLE
GUARANTY COMPANY
SCHEDULE A
LEGAL DESCRIPTION
PARCEL A:
A tract or parcel of land No. A300 of the Department of Transportation, State of Colorado, Project No. M361-004 in the
Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal
Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows:
That portion of the South 530 feet of the West 610 feet of the Southeast quarter of the Northwest quarter of Section 29,
Township 3 South, Range 69 West, County of Jefferson, State of Colorado, described as:
BEGINNING at a point on the Northeast corner of the intersection of West 32nd Avenue and Youngfield Street, thence
East along the North line of West 32nd Avenue, a distance of 140.00 feet; thence North at 89 degrees 37 minutes, a
distance of 150.00 feet; thence West at 90 degrees 23 minutes, a distance of 140.00 feet; thence South at 89 degrees 27
minutes, a distance of 150.00 feet to the POINT OF BEGINNING.
EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge by deed recorded February 15, 1990 at
Reception No. 90013512.
FURTHER EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of
Colorado by deed recorded October 26, 2011 at Reception No. 2011096812.
PARCEL B:
A tract or parcel of land No. A301 of the Department of Transportation, State of Colorado, Project No. M361-004 in the
Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth Principal
Meridian, in Jefferson County, Colorado, said tract or parcel being more particularly described as follows:
That part of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69 West of the Sixth
Principal Meridian, described as follows:
BEGINNING at a point 200 feet East of the West line of the Southeast quarter of the Northwest quarter of said Section 29,
and 30 feet North of the South line of the Northwest quarter of said Section, thence North 0°51.8' West and parallel with
the West line of the Southeast quarter of the Northwest quarter of said Section, a distance of 150 feet; thence North 890
31.2' East and parallel with the South line of the Northwest quarter of said Section, 150 feet; thence South 00 51.8' East, a
distance of 150 feet; thence South 890 31.2' West 150 feet to the POINT OF BEGINNING.
EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of the State of Colorado by
deed recorded October 26, 2011 at Reception No 2011096840.
Said Parcels A and B are also known as:
A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 29, Township 3 South, Range 69
West of the Sixth Principal Meridian, in Jefferson County, Colorado, being more particularly described as follows:
COMMENCING at the Southwest corner of the said Southeast quarter of the Northwest quarter of Section 29 from
whence the center of Section 29 bears N 890 31'42" E, a distance of 1322.42 feet with all bearings herein relative thereto;
Thence N 000 51'48" W along the West line of the said Southeast quarter of the Northwest quarter of Section 29, a
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMtatC�M
All other uses are prohibited. Reprinted under license from the American Land Title Association. ywn,�ii
File No. 01330-56928 Page 2 of 3 STEWART TITLE
CO STG ALTA Commitment Sch A STO GUARANTY COMPANY
distance of 180.00 feet;
Thence N 890 31'42" E, a distance of 60.00 feet to the POINT OF BEGINNING, said point being on the East right-of-way
for Youngfield Street;
Thence N 890 31'42" E, a distance of 289.91 feet to a point on the Westerly boundary of Lot 1, Applewood Village
Shopping Center Subdivision recorded at Reception No. F0193712 in the office of the Clerk and Recorder for Jefferson
County;
Thence S 000 51'48" E along said West line, a distance of 121.00 feet to a point on the North right-of-way for W. 32nd
Ave. ;
Thence the following two courses along said North right-of-way;
1. S 890 31'42", a distance of 250.68 feet to a point of tangent curvature;
2. Along the arc of a 39.50 foot radius curve to the right through an angle of 890 36' 53", an arc distance of
61.78 feet having a chord that bears N 45° 39' 51" W, a distance of 55.67 feet to a point on the said East
right-of-way for Youngfield Street;
Thence N 000 51'48" W along said right-of-way, a distance of 81.76 feet to the POINT OF BEGINNING;
County of Jefferson,
State of Colorado
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. AMllr(.4p
All other uses are prohibited. Reprinted under license from the American Land Title Association. cnw,i,'
File No. 01330-56928 Page 3 of 3 STEWART TITLE
CO STG ALTA Commitment Sch A STO GUARANTY COMPANY
COMMITMENT FOR TITLE INSURANCE
SCHEDULE B
PART I
File No.: 01330-56928
The following are the requirements to be complied with:
1. Payment to or for the account of the grantor(s) or mortgagor(s) of the full consideration for the estate or
interest to be insured.
2. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for
record.
3. NOTE: This product is for informational purposes only. It is not a title insurance product and does not provide any
form of coverage. This product is not a guarantee or assurance and does not warrant, or otherwise insure any
condition, fact or circumstance. This product does not obligate this Company to issue any policies of title insurance
for any subsequent transaction based on the information provided or involving the property described herein. The
limit of liability of Stewart Title Company for any causes of action directly or indirectly related to the search service
shall be, in the total amount, limited to the charge paid under this agreement, $500.00, or $2,000, whichever is
greater.
NOTE: This commitment is issued for informational purposes only at the request of Eric Chekal.
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. kht!2gP M
All other uses are prohibited. Reprinted under license from the American Land Title Association. L?�.° Ism
File No. 01330-56928 Page 1 of 1 STEWART TITLE
CO STG ALTA Commitment Sch B I GUARANTY COMPANY '
COMMITMENT FOR TITLE INSURANCE
SCHEDULEB
PART II
File No.: 01330-56928
Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same
are disposed of to the satisfaction of the Company:
1. Rights or claims of parties in possession, not shown by the public records.
2. Easements, or claims of easements, not shown by the public records.
3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the title that would be
disclosed by an accurate and complete land survey of the Land and not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not
shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records
or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires for value of
record the estate or interest or mortgage thereon covered by this Commitment.
6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof;
(c) Minerals of whatsoever kind, subsurface and surface substances, in, on, under and that may be produced from
the Land, together with all rights, privileges, and immunities relating thereto, whether or not the matters excepted
under (a), (b) or (c) are shown by the Public Records or listed in Schedule B.
7. Water rights, claims or title to water.
8. Any and all unpaid taxes and assessments and any unredeemed tax sales.
9. Reservation of oil, gas, and other minerals contained in Warranty Deed recorded September 24, 1962 in Book
1524 at Page 64. (Affects Parcel A)
NOTE: The Company makes no representation as to the present ownership of any such interests. There may be
leases, grants, exceptions or reservations of interests that are not listed.
10. Right -of -Way Agreement granted to The Mountain States Telephone and Telegraph Company, a Colorado
corporation recorded October 1, 1975 in Book 2775 at Page 119. (Affects Parcel B)
11. City of Wheat Ridge, Colorado Horizontal and Vertical Control Base Map recorded February 12, 1992 at
Reception No. 92015075.
12. The following matters disclosed by ALTA/ACSM Land Title Survey dated August 21, 2013, last revised December
18, 2013, prepared by Cameron M. Watson, PLS No. 38311, for and on behalf of Point Consulting, LLC, as Job
Number 13.08.049, to wit:
a) Existing asphalt and trash enclosure encroach onto the property adjoining Parcel A to the South.
b) Retaining wall and fencing do not coincide with the boundary lines of subject property.
c) Telephone line and pedestals exist on Parcel A and are not located within recorded easements.
d) Telephone lines are located outside the easement recorded in Book 2775 at Page 119.
13. Any existing leases or tenancies, and any and all parties claiming by, through or under said lessees.
NOTE: The present ownership of the leaseholds created by said leases, if any, referenced above and other
matters affecting the interest of the lessees are not shown herein.
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. aMrrtcAN
All other uses are prohibited. Reprinted under license from the American Land Title Association. iAwn Mir
File No. 01330-56928 Page 1 of 2 STEWART TITLE
CO STG ALTA Commitment Sch B II STO GUARANTY COMPANY
COMMITMENT FOR TITLE INSURANCE
SCHEDULE B
PART II
Copyright 2006-2009 American Land Title Association. All rights reserved.
The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. aarxiCAN
All other uses are prohibited. Reprinted under license from the American Land Title Association.
File No. 01330-56928 Page 2 of 2 STEWART TITLE
CO STG ALTA Commitment Sch B II STO GUARANTY COMPANY
Stewart Title - Denver Commercial
MINERAL DISCLOSURE
To comply with the provisions of C.R.S. 10-11-123, the Company makes the following disclosure:
a. That there is recorded evidence that a mineral estate has been severed, leased or otherwise
conveyed from the surface estate and that there is a substantial likelihood that a third party holds
some or all interest in oil, gas, other minerals, or geothermal energy in the property; and
b. That such mineral estate may include the right to enter and use the property without the surface
owner's permission.
NOTE: THIS DISCLOSURE APPLIED ONLY IF SCHEDULE B, SECTION 2 OF THE TITLE
COMMITMENT HEREIN INCLUDES AN EXCEPTION FOR SEVERED MINERALS.
File Number: 01330-56928 Page 1 of 1
CO Disclosures Comrcl
City of d
W h6, at
COMMUNITY DEVELOPMENT
Cftr G'Vh'WMid smtdW9 7500 w..
29g' Ave. Wheat Ridge, l70 80033.8001 P: 303.?35,Z$46 F.-303.235.2857
NOTICE TO MINERAL ESTATE OWNERS
APPLCM78. You must submit this completed farm to the Commw* Development Departmew no later
Me" tw (10) days beibm the public hearing are yatnr appbCahm FeWm to c+DMPIS(9 and submit this
Cu 1&'ft& m of Not+oe shat! mute WAdwd grormds tO ►eschedkd9 yrwr pubft heaft.
Regency Centers, L.P. the
Will Darnrath . as VP, Regional Officer 09with managing member of US Retall
Mint nam) (Podd= Jab Tift) (Enfit9 appbft fix PaMWOMMd)
(hereinafter, referred to as the "Applicant' ), do hereby certify that notice of the applicae m for
Consolidation Plat (NEC 32nd & Youngfield) set far public hewing on
m acnbe "0 0f+R%C8 i=)
.20_, has been sent to all mhmw estate owners at least thirty (30) &ys
before the public hearing, as requited by 6 24-65.5-103(1), C.R.S., or, in the alternative, that the records
of the Ieffirsom County Cleric and Recorder do not identify any mineral estate owners of any portion
of the party subject to the above referenced application.
-OR
l _! Check here if there are no mineral estate owners of any portion of the subject property.
I hereby further cer* that I am authorized by the Applicant to make representations contained herein and
act as the Applicant's agent for purposes of this Certificate of Notice and bind the Applicant to these
representations by my signature below.
Dated this 19 day of March P2015
�_� W heat Iudge
BLIC WORKS
Geodetic Surveying
Requirements for Final Plats
TITLE OF PLAT: Applewood Village Shopping Center Subdivision Filing No. 2
Notice to Surveyor:
4 Initial each item as completed. This form shall accompany the Final Plat submittal.
CMkv 1. All distances for the above referenced Plat are shown using (ground) modified State Plane
measurements (U.S. survey feet rounded to the nearest 0.01') consistent with the Current City
Datum, AND the following datum information is shown on the Final Plat:
a. The Current City Datum Coordinate System used is a ground-based modified form of the
NAD83/92 State Plane Coordinate System, Colorado Central Zone 0502.
b. Vertical Datum used is the North American Vertical Datum of 1988 (NAVD88).
c. Ground to Grid Combined Scale Factor is 0.99974780300, scaled from base point PHAC 1
(Permanent High Accuracy Control Point #1) having the following NAD83/92 State Plane
CAM coordinates: PHAC 1: Northing: 1701258.75, Easting: 3118217.58, Elevation: 5471.62.
2. Modified State Plane coordinates consistent with the Current City Datum are shown on the Final
Plat to the nearest one-hundredth of a foot (0.01') for all property boundary corners, angle
CMW point(s), and for all point(s) of curvature/tangency.
3. The following curve data for the site boundary, and for all lot lines and easement boundaries,
shall be shown on the Final Plat. All angular measurements shall be to the nearest second and all
distances to the nearest 0.01':
a. Arc length.
b. Chord length.
c. Chord bearing.
d. Central angle (delta).
CMW e. Radius.
4. The Section Tie control points shall be on the Current City Datum and shown using (ground)
modified State Plane distances and bearings with the Latitude/Longitude and modified State
Plane coordinates shown per City of Wheat Ridge published values. All associated property
boundary corners shall be in modified State Plane values consistent with the Current City
Datum; a minimum of two (2) property boundary corners of the site shall be tied to any of the
three (3) following control point types within the City of Wheat Ridge network:
a. Section corners.
b. Quarter -section corners.
CMW c. City of Wheat Ridge Permanent High Accuracy Control (PHAC) points.
5. A Basis of Bearing Statement shall be shown specifying the two (2) City of Wheat Ridge
monuments selected to establish the modified State Plane (Current City Datum) bearings used
for the Plat. Specify the City monument identification number, the Current City Datum
coordinates and the Latitude/Longitude for each of the two monuments used for the Basis of
Bearing, and show the modified State Plane distances and bearings between them.
Rev 11/12
CMpv 6. The following information is included on the Plat for all monuments used:
a. The City -based monument identification number.
CAIN 7.
Modified State Plane coordinates on the Current City Datum (as supplied by the City).
7. Provide one (1) 24"X 36" paper copy on the Current City Datum as listed on this Plat, with all
bearings relative to the Current City Datum Basis of Bearing, and all coordinates relative to said
CAM Current City Datum.
8. Two digital riles of the Final Plat positioned correctly on the Current City Datum have been
provided with the Plat submittal as follows:
a. One (1) file in the currently acceptable version of AutoCAD DWG fonnat (please
contact the Department of Public Works at 303.235.2861 for version info).
CMw b. One (1) file in Adobe PDF format.
9. A Closure Report showing the error of closure for the platted area was provided with the plat
submittal. The error of closure shall not exceed 1:50,000 for all linear and angular (bearing)
CMwmeasurements per Section 26-407-D of the City of Wheat Ridge Municipal Code of Laws.
10. The following statement is included on the plat: "Per Colorado Revised Statutes Sec. 38-51-106
(L), all lineal units depicted on this Land Survey Plat are U.S. Survey Feet. One Meter equals
39.37 divided by 12 U.S. Survey Feet according to the National Institute of Standards and
CMW Technology. "
11. Per C.R.S. 38-52-106, the Final Plat shall contain a Statement of Accuracy, as defined by the
National Ocean Survey/National Geodetic Survey, used to derive the coordinates shown on the
Final Plat.
The form of the Statement of Accuracy shall be:
The geodetic point coordinate data shown herein has been derived from the NAD 83
HARN State Plane Colorado Central FIPS 0502 Coordinate System, and has a
horizontal Accuracy Classification of 0.07 U.S. Survey Feet at the 95% Confidence
level, as defined in the Geospatial Positioning Accuracy Standards of the Federal
Geodetic Control Subcommittee (FGDC-STD-007.2-1998).
I hereby acknowledge all the above requirements have been addressed in a full and complete
manner.
Cameron M. Watson, PLS
Surveyor Name (Please Print)
Point Consulting, LLC
Firm
a0&&)j 44jr�.
Surveyor Signature
03.24.15
Date
For information pertaining to Section and Quarter Corner information, PHAC points, benchmarks, or for
general City surveying monumentation information, please visit the City of Wheat Ridge website at:
www.ci.wheatridimco.us
Or contact the Department of Public Works, Engineering Division at 303.235.2861.
Rev 11/12
V
Point Consulting, LLC
0
March 24, 2015
Boundary Closure
Closure Summary
Precision:
Error distance:
Error direction:
Area:
Square area:
Perimeter:
Point of Beginning
Easting:
Northing:
Side 1: Line
Direction:
Angle:
Deflection angle
Distance:
Easting:
Northing:
Side 2: Curve
Curve direction:
Radius:
Arc length:
Delta angle: -
Tangent:
Chord direction:
Chord angle:
Deflection angle
Chord distance:
Easting:
Northing:
1 : 113367.671'
0.007'
S13* 16'43.08"E
34746.79 Sq. Ft.
34746.786
805.130'
101624.6055'
703076.3041'
589* 29'29.00"W
[089.4914 (d)]
[-090.5086 (d)]
250.680'
101373.9354'
703074.0789'
Clockwise
[39.498']
61.780'
089.6147 (d)
[39.233]
N45° 42' 04.00"W
[-135.1925 (d)]
[044.8075 (d)]
55.670'
101334.0920'
703112.9589'
Side 3: Line
Direction:
Angle:
Deflection angle
Distance:
Easting:
Northing:
Side 4: Line
Direction:
Angle:
Deflection angle
Distance:
Easting:
Northing:
Side 5: Line
Direction:
Angle:
Deflection angle
Distance:
Easting:
Northing:
o:
AL Ll
NOO° 54' 01.00"W
[179.9935 (d)]
[-000.0065 (d)]
81.760'
101332.8074'
703194.7088'
N89° 29' 29.00"E
[-089.6083 (d)]
[090.3917 (d)]
289.910'
101622.7060'
703197.2823'
SOO' 54'01.00"E
[-090.3917 (d)]
[089.6083 (d)]
121.000'
101624.6071'
703076.2972'
8341 S. Sangre De Cristo, Suite 102, Littleton, CO 801271720-258-68361 www.pnt-llc.com
2013145574 12120/2013 2:23 PM
PGS a $36.00 DF $0.00
Electronically Recorded Jefferson County, CO
Pam Anderson. Clerk and Recorder TD1000 Y
WHEN RECORDED, RETURN TO:
SPECIAL WARRANTY DEED
(Jefferson County, Colorado)
STATE OF COLORADO
KNOW ALL PERSONS BY THESE PRESENTS:
COUNTY OF JEFFERSON
That LONGS PEAK METROPOLITAN DISTRICT, a quasi -municipal corporation
and political subdivision of the State of Colorado ("Granto,I"), for and in consideration of the
sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration to it in hand
paid by U.S. RETAIL PARTNERS, LLC, a Delaware limited liability company ("Grantee"),
whose address is set forth below, has GRANTED, SOLD and CONVEYED, and by these
presents does hereby GRANT, BARGAIN, SELL and CONVEY, unto Grantee all of the real
property situated in Jefferson County, Colorado and more particularly described on Exhibit A,
which is attached hereto and made a part hereof for all purposes, and any improvements located
on such real property, together with Grantor's rights, titles and interests in and to any and all
rights, benefits, privileges, easements, tenements, and appurtenances thereon and pertaining
thereto, including all of Grantor's right, title and interest in and to any adjacent streets, roads,
alleys, easements and rights-of-way (collectively, the "Pr ert '), subject, however, only to
those matters set forth on Exhibit B attached hereto and made a pari hereof for all purposes (the
"Permitted Exceptions").
TO HAVE AND TO HOLD the Property unto Grantee and its successors and assigns
forever IN FEE SIMPLE; and Grantor does hereby bind itself and its successors and assigns to
WARRANT AND FOREVER DEFEND all and singular the Property unto Grantee and
successors and assigns against every person whomsoever Iawfully claiming or to claim the same,
or any part thereof, by, through or under Grantor, but not otherwise, subject to the Permitted
Exceptions.
(SIGNATURE PAGE IMMEDIATELY FOLLOWS)
{000$5211}
GarOcrel)l - 6391949,.1
SKLD, Inc. SW SKL13503 JF 145574-2013.001
IN WITNESS WJIEREOF, this Special Warranty Deed has been executed by Grantor to
be effective as of the day of December, 2013.
GRANTOR:
LONGS PEAK METROPOLITAN DISTRICT,
a quasi -municipal' corporation and political
subdivision of the State of Colorado
STATE OF COLORADO
This istjumt was acknowledged befe o� mon this day of December, 2013, by
,- .4.4 4GGca��. /`� er�� of LONGS PEAK
METROPOLITAN DISTRICT, a quasi -municipal corporation and political subdivision of the
State of Colorado.
Grantee's Address:
U.S. Retail Partners, LLC
8480 East Orchard. Road, Suite 6900
Greenwood Village, Colorado 80111
{00085211}
GsudecD i - 6391949-.1
SKLD, Inc. SW SKL13503 JF 145574-2013.002
Notary Public Signature
My commission expires:����,5
EXHIBIT A
LEGAL DESCRIPTION OF PROPERTY
{0008521 1)
G"cre0l - 6391949v. i
SKLD, Inc. SA SKL13503 JF 145574-2013.003
Legal Description
PARCEL A:
A tract or parcel of land No. A300 of the Department of Transportation, State of Colorado,
Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township
3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said
tract or parcel being more particularly described as follows:
That portion of the South 530 feet of the West 610 feet of the Southeast quarter of the Northwest
quarter of Section 29, Township 3 South, Range 69 West, County of Jefferson, State of
Colorado, described as:
BEGINNING at a puint on the Northeast corner of the intersection of West 32" d Avenue and
Youngfield Street, thence East along the North line of West 32°d Avenue, a distance of 140.00
feet; thence North at 89 degrees 37 minutes, a distance of 150.00 feet; thence West at 90 degrees
23 minutes, a distance of 140.00 feet; thence South at 89 degrees 27 minute, a distance of
150.00 feet to the POINT OF BEGINNING.
EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge by deed recorded
February 15, 1990 at Reception No. 90013512.
FURTHER EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home
rule city of the State of Colorado by decd recorded October 26, 2011 at Reception No.
2011096812.
PARCEL B:
A tract or parcel of land No_ A301 of the Department of Transportation, State of Colorado,
Project No. M361-004 in the Southeast quarter of the Northwest quarter of Section 29, Township
3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County, Colorado, said
tract or parcel being more particularly described as follows:
That part of the Southeast quarter of the Northwest quarter of Section 29, Township 3 South,
Range 69 West of the Sixth Principal Meridian, described as follows:
BEGINNING at a point 2.00 feet East of the West line of the Southeast quarter of the Northwest
quarter of said Section 29, and 30 feet North of the South line of the Northwest quarter of said
Section, thence North 0151.8' West and parallel with the West line of the Southeast quarter of
the Northwest quarter of said Section, a distance of 150 feet; thence North 89° 31.2' East and
parallel with the South line of the Northwest quarter of said Section, 150 feet; thence South 0°
51.8' East, a distance of 150 feet; thence South 891 31.2' West 150 feet to the POINT OF
BEGINNING.
SKLD, Inc. SW SKL13503 JF 145574-2013.004
EXCEPTING therefrom that portion conveyed to the City of Wheat Ridge, a home rule city of
the State of Colorado by deed recorded October 26, 2011 at Reception No 2011096840.
Said Parcels A and B are also known as:
A parcel of land situated in the Southeast quarter of the Northwest quarter of Section 29,
Township 3 South, Range 69 West of the Sixth Principal Meridian, in Jefferson County,
Colorado, being more particularly described as follows:
COMMENCING at the Southwest corner of the said Southeast quarter of the Northwest quarter
of Section 29 from whence the center of Section 29 bears N 89° 3 P 42" E, a distance of 1322.42
feet with all bearings herein relative thereto;
Thence N 00° 51' 48" W along the West line of the said Southeast quarter of the Northwest
quarter of Section 29, a distance of 180.00 feet;
Thence N 89° 31' 42" E, a distance of 60.00 feet to the POINT OF BEGINNING, said point
being on the East right-of-way for Youngfield Street;
Thence N 89° 3l' 42" E, a distance of 289.91 feet to a point on the Westerly boundary of Lot 1,
Applewood Village Shopping Center Subdivision recorded at Reception No. F0193712 in the
office of the Clerk and Recorder for Jefferson County;
Thence S 00° 51' 48" E along said West line, a distance of 121 AO feet to a point on the North
right-of-way for W. 32"d Ave.;
Thence the following two courses along said North right-of-way;
1. S 890 31'42", a distance of 250.68 feet to a point of tangent curvature;
2. Along the are of a 39.50 foot radius curve to the right through an angle of 89° 36' 53", an
are distance of 61.78 feet having a chord that bears N 45° 39' 51" W, a distance of 55.67
feet to a point on the said East right-of-way for Youngfield Street;
Thence N 00° 51' 48" W along said right-of-way, a distance of 81.76 feet to the POINT OF
BEGINNING;
County of Jefferson,
State of Colorado
SKID, Inc. SW SKL13503 JF 145574-2013.005
PERMITTED EXCEPTIONS
1. Reservation of oil, gas, and other minerals contained in Warranty Deed recorded
September 24, 1962 in Book 1524 at Page 64. (Affects Parcel A)
2. Right -of -Way Agreement granted to The Mountain States Telephone and Telegraph
Company, a Colorado corporation recorded October 1, 1975 in Book 2775 at Page 119, as shown
of Survey dated August 21, 2013, last revised December 18, 2013, preparod by Cameron M.
Watson, PLS No. 38311, for and on behalf of Point Consulting, LLC, Job No. 13.08.049.
(Affects Parcel B)
3. City of Wheat Ridge, Colorado Horizontal and 'Vertical Control Base Map recorded
February 12, 1992 at Reception No. 92015075.
GaiemOl - 639194".1
SKID, Inc. SW SFL13503 JF 145574-2013.006
Consolidation Plat Narrative for
Northeast Corner of West 32nd Avenue and Youngfield Street
Date:
March 25, 2015
PropertV:
Two Lots - 3210 Youngfield Street and 12755 West 32 d Avenue, Wheat Ridge, Colorado 80033
("Property"). Assessor Parcel Numbers 39-292-00-015 and 39-292-00-016.
Request:
Approval of a Consolidation Plat to eliminate a common lot line between the two existing lots.
The resultant will be a single lot which is intended to allow for a single building on the subject
Property
Proposed Lot Changes:
This lot combination will make one lot suitable for the development of a commercial building with
drive-through facilities. Vehicle access is proposed to be allowed by a few necessary access
points to West 32nd Avenue and Youngfield Street for ingress and/or egress and an
interconnecting drive access to the Applewood Village retail center. The specific layout and
supplemental documents and reports of the proposed development were provided in the
Specific Development Plan application recently made to the City of Wheat Ridge.
10 Ir
City of
1�rwh6atpudee
LAND USE CASE PROCESSING APPLICATION
Community Development Department
7500 West 29t" Avenue • Wheat Ridge, CO 80033 0 Phone (303) 235-2846
(Please print or type all information)
rt
Sz C R.0 H a4� 9-1.1
Applicant Z�Ge� L,s , C�-''o-"�S;L� Address 'r
City�R��tt+r� IL,� _ State Co
00 GueeLu�o Yzb,PhonOe3)3e.- S
Zip 710 I I 1 Fa:(3�� q 1 - Lo 9m S`
STr-
Owner U• > IL • ` czrr rS f"L�ddress ��E�o g ,a t }Zae,,i9cy Phone
City ,- cE State Zip_ mea f f 1 Fax%
sT2:,
Contact R .C-- C 4-t C' I Address C )x,.f Aw:,A IL -e, 69oy PhoneC3) 3 zo - S 3
City Gtt,, I t A State C Ea Zip 2o f f I Fax C3")4ag1-.e_9,& 5
(The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post
public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written
communication to applicant and owner.)
32 1 O Ycx.+iU". �--r Qu--.
Location of request (address): (2 575 W. 32 t� ,Qk_,
Type of action requested (check one or more of the actions listed below which pertain to your request):
Please refer to submittal checklists for complete application requirements, incomplete applications will not be accepted
O Change of zone or zone conditions O Special Use Permit O Subdivision: Minor (5 lots or less)
X Consolidation Plat O Conditional Use Permit O Subdivision: Major (More than 5 lots)
O Flood Plain Special Exception O Site Plan approval O Temporary Use, Building, Sign
O Lot Line Adjustment O Concept Plan approval O Variance/Waiver (from Section }
O Planned Building Group 9 r O Right of Way Vacation O Other:
Detailed description of request: V 1�cAvr� ��, �� �,�, �4 L'07
C- A- , r C.. /A'Ca- �`k�c. L -V S / asi^o J/—Co L C C- Ca'�
Required information: '3 9 - Z ct z - e o - e>, 5
Assessors Parcel Nurnber:__3n- 2 2, - o I Size of Lot (acres or square footage): O,'j 9 7 A G
Current Zoning: PC. Proposed Zoning: �
Current Use: V tom. ,_,-r Proposed Use: R
I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in f ling this application, I am
acting with the knowledge and consent ofthose persons listed above, without whose consent the requested action cannot lawfully be accomplished.
Applicants other than owners must submitpower-of-attorneyfrom the own which app ved of th' tion on his behalf.
Notarized Signature of Applicant
State of Colorado
County of Arapahoe } ss
The foregoing instrument (Land Use Processing Analication) was acknowledged
by me this /7 day of fA 4401 .20 1 S by E r, e. CA eira,! CARRIE J. MYERS
NOTARY PUBLIC
STATE OF COLORAoo
Notary Public NOTARY ID 20084041189
p �� MY COMMISSION EXPIRES IN09M016
My commission expires i2- l t7 9 /20
To be filled out by staff:
Date received
Comp Plan Design.
Related Case No.
Fee $ Receipt No. Case No.
Zoning Quarter Section Map
Pre -App Mtg. Date Case Manager
_....__......_------ ..�......rv...._..,,
Case No. MS1501 Date Received 3/25/2015 Related Cases WZ1502 Case Planner Reckert
__.
___ _..._ _ _._._-_._- �_. rive__.
Case Descripfior Two lot consolidation for a Starbucks Cafe with adrive-through
Notes
Status ':Closed
Storage: I
-_....