HomeMy WebLinkAboutPINE RIDGE SUBDIVISION - PRELIMINARY - 3-87B - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTSITEM NO. 8
PLANNING AND ZONING BOARD MEETING OF February 23. 1987
STAFF I�EPOAT
PROJECT: Pine Ridge Subdivision - Preliminary, #3-876
APPLICANT: Everitt Companies
3000 South College Ave
Fort Collins, C0.
OWNER: Same
PROJECT PLANNER: Debbie deBesche
PROJECT DESCRIPTION: Request for preliminary approval of twenty-one single
family residential lots on 5.85 acres. The property is proposed for R-L-P
zoning, low density planned residential, and is located east of Lemay Ave-
nue and north of Saint Elizabeth Seton Parish.
RECOMMENDATION: Approval with conditions
EXECUTIVE SUMMARY: The applicant is requesting to subdivide 5.85 acres of
property into twenty-one (21) lots. There is an existing home located on
the property which will be removed. The request meets the requirements of
the subdivision regulations, but the applicant is requesting a variance for
the center line radius for Pine Ridge Court. Staff is recommending approval
of the variance request and approval, with conditions, of the proposed sub-
division.
OFFICE OF COMMUNITY 300 LaPorte Ave. • P.O. Box 580 • Fort Collins, Colorado 80522 •(303) 221-6750
GEVELOPMENT, PLANNING DIVISION
Pine Ridge Subdivision Preliminary #3-87B
P& Z Meeting - February 23, 1987
Page �2
COMMENTS:
1. Background:
N: R-L-P; Golf course, South Ridge Greens
S: R-L-P; Saint Elizabeth Seton Church
E: R-L-P; Golf course, South Ridge Greens
W: R-P; Vacant land, no development
P.U.D.
P.U.D.
Concurrently with this request the City is processing a request for annexa-
tion af the property and the owner is requesting an initial R-L-P zoning
for the property. These requests are agenda item #3-87A. This request for
preliminary approval is contingent on the approval of the annexation
request and the R-L-P zoning request.
2. Land Use:
The proposed land use of single family dwellings is consistent with the
overall development of the area. The property is surrounded on three sides
by the South Ridge Greens P.U.D. and the Oak Ridge P.U.D. is just to the
north. The request is supported by the Land Use Polices Plan by the fol-
lowing criteria:
"79. Low density residential uses should locate in
easy access to major employment centers;". The sit
from the planned Oak Ridge Industrial/Business Park.
3. Neighborhood Compatibility:
areas: b. Which have
e is less than a mile
This proposed subdivision is compatible with the the neighborhood in terms
of land use, scale, and density.
4. Desi9n:
The design of the project does involve the removal of some trees located on
the northwest portion of the site. The plantings to be removed/kept are
identified on the subdivision plat and utility plan. Tim Buchanan, City
Forester, visited the site and determined that the trees/plantings to be
removed were not in very good condition. A copy of his memo regarding this
issue is attached.
The landscaping along Lemay Avenue will be maintained by the property own-
ers which satisfies Staff. The fencing along the rear property lines adja-
cent to the golf course is limited to decorative fencing of a maximum
height of four feet.
Presently, Seton Street is classified as a public access easement for the
Saint Elizabeth Seton Church. For the proposed subdivision to have adequate
access to Lemay Avenue, a portion of the public access easement will need
to be dedicated as City Right-of-Way and the developer must obtain an
access agreement with the Saint Elizabeth Seton Church.
Pine Ridge Subdivision Preliminary #3-87B
P& Z Meeting - February 23, 1987
Page #3
In this preliminary request, the applicant has proposed street landscaping
along Lemay Avenue. Prior to final approval, the applicant must demonstrate
compliance with the site distance requirements for the intersection of
Seton Street and Lemay Avenue.
5. Variance Request:
Staff is recommending a variance to the City Street Standard requirement
for Pine Ridge Court of a 30 m.p.h. design speed with a 240 foot center
line radius.
The applicant proposes to construct the street at a 25 m.p.h. design speed
with a center line radius of 165 feet. Staff feels that the request is
sound and is consistent with the design of the project. A variance from
the strict application of the City Street Standards would not be detrimen-
tal'to the public good or impair the intent and purpose of the code.
.
�:.
RECOMMENDATION:
Staff is recommending approval of the Pine Ridge Subdivision, Preliminary,
and a variance of the City Street Standards with the following conditions:
1. The property is annexed into the Fort Collins City Limits,
and the request of R-L-P zoning is approved.
2. Prior to final approval the developer must provide fifty
four feet (54') of City right-of-way for Seton Street, and a
joint access agreement with Saint Elizabeth Seton Parish.
3. Prior to final approval the developer must demonstrate
compliance with the site distance requirements for the intersec-
tion of Seton Street and Lemay Avenue.
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BE DEOICATEU BY OTxER3.
SAINT ELIZABETH
SETON PARISH
RLP
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VICINITY MAP
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LEGAL DESCRIPTION
SIGNATURE BLOCKS
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FENCE GUIDELINES SITE STATISTICS
^ }� � YET AGPEAGE — <.31
� GROSS �CRE�GE — 5.85
I� ����c�e NIIMBEP OF LOTS — pt
TYPICAL LOT 91ZE — t0.000 50 FT.
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HEOUESTED ZONING — NLv
911ADOYYBOX Ul'fICE PIpcET
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PRELIMINARY SUBDIVISION PLAT AND UTIUTY PLAN
�� ..�.._�... �.�.�K � PINE RIDGE
SUBDIVISION
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EVERITT CpMP�N1E5
D I
30 60
FPOJECt NO 5 � f t
9EFT NO OF
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POPULATION PROJECTIONS
PROPOSAL:
DESCRIPTION:
DENSITY:
#3-87C PINE RIDGE SUBDIVISION
21 single family lots on 5.85 acres
3.6 du/gross acre
General Population
21 (units) x 3.5 (persons/unit) = 73.5
School Age Population
Elernentary - 21 (units) x .422 (pupils/units) = 8.86
Junior High - 21 (units) x.148 (pupils/unit) = 3.10
Senior High - 21 (units)` x.127 (pupils/unit) = 2.67 �
Affected Schools
Timnath Elementary
Boltz Junior High
Fort Collins Senior High
9
Design
Capacity
336
930
1310
Enrollment
325
879
1314
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Engineering Consultants
2900 South College Avenue
Fort Collins, Colorado 80525
303/226-4955
February 9, 1987
Mike Herzig
Office of Development Services
City of Fort Collins
300 LaPorte Avenue
Fort Collins, Colorado 80522
RE: PINE RIDGE SUBDIVISION
Dear Mike:
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On behalf of Everitt Enterprises, a variance on the above
referenced subdivision is requested to allow Pine Ridge Court to
be constructed for a'L5 mile per hour design speed. This will
give a centerline radius of 165 feet, at approximately 0.57 grade
thru the curve.
Pine Ridge Court is a cul-de-sac providing local access to 17
lots as proposed on the preliminary plan submittal. In our
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opinion this is an environment for reduced speeds. This would
also apply to emergency vehiclas �ue � the rul-dQ-sac length.
The design provides a safe, pleasing environment for the proposed
addition to the community.
Thank you for your consideration in this matter.
Sincerely,
RBD, Inc.
! Y-
Lloyd G. McLaugh '
Project Engineer
. Robert Zakely, Everitt Enterprises
Eldon Ward, Cityscape Urban Design
File: 035-016
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nr�rth and =_.outh of tr� i s acre=.=. t�.�r�ul d 1 i kpl y creato q.�.p=.
i n +r�p Lema�r A�,,en��e traff i c ��.�h i ch �:�,�au 1 d imF�r�a�.�e tf�e
opera.t i cm af tf�E 1�f t-tur�n E?: i t=_� fr�c�m tt-� i= a.cce=_.= to
L F in a>• N�v� e� r� u e.
GarnFr =_.ight dl' _•t�nrp �,:��._. F�..,alu�ated a.t the �cre�.�.
ta Lem�>� F��.�enue . I t i=. def i ned a.=_. tl-�e d i�.t�r�ce mea=.ured
fr�om .� pc+i r�t an � mi nar rc��.d. pa.r•a.l 1 el tn th� rc�adtr�a>',
1 �� fe? # frnm the edqF af thE rr�ajor r�oad �+a�remer� t, and
fr�nm an e>•e hF i qt-�t of �.50 fee+. ar� the mi nnr rc�ad to �
heipht of .a.n object of 4.2� feet on the maj�r road.
'� i r�ce Lema.�� ��:�enuF i=. c 1 a==_. i f i ed �__. an ar ter� i al , a
carr�Fr• =_�iGr�t di=_.t�.nce of �C10 f??t ifaa=_. u=.ed (C�e=i4n
Criteri� �nrJ '�t.�ndard=_. f�c�r Street=., Fc�r�t C:c�llin=., Jul;�•,
19�6?. Tc the =_.outh, =.ight dista.ncF i=_. in er.ce=.=. of
�t�C�O fee t. 7a +t-�E nor th , f i F 1 d m�asur�emEn t=. 4�aer�P taken
t�:�h i ch i ndi cate a=_ i qht di ��ta.nce of 550 feFt due t� a
�,�er� t i �.�.1 cur��.�e . Batfi t�f the�=_�e exceed tr�F rFqu i r�Emer� t=_�
=_.ta.tFd i r� the Far•t C:nl 1 i ns de=_.i qn cr� i tFr� i a. I t i=.
cnncl uderJ th�t th i= a.cce�.=_. i=. =_.0 i tabl y 1 ocat?d.
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`� ' � � ` PROPERTY
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m . ' =�_; • FIR� MVDNAN7I � \ /
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PINE �II�GE S1TC PLAN
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w
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AM f PM
SHORT RANGE PE/�K T�F?aFFIC
Fi GuRE 2
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At���r�
I LONG RANGE PEl�K TR�FFI C
FiGuRE 4
•
AccEss
�PM
SNORT' R/�NGE PEAK DPERATIbtiI
FIGURE 3
AccEss
fnM
LONG� RaNGE PEAK OPE'R�TIDN
Fi�uRE 5
•
•
AFPEPlbIX A
�
J 11NSi(7NnL17At) INII;RSI?CIIONS •
S��`-� ��)�;'_r--'f'
tiVURKSIIEC7' rUlt ANALYSIS UF 'I=IN�I ERSEC:"I IUNS
LVCAI ION:
IiOURLY VVLUMES
��
Grade
_ �o
,
Date o(
lime f e
Averap,e
r� �r:
MajorStreet: `"�/r�%/4 � O N
N— L] � V s L��
2�D V i � V� 1G�
s- `', —� � N — CI
� �� �9
Counts: 3--� � p S iC)f'
riod: __ -- — U YIELU
Running S�eed: N = �
�linor
Street:
Grade "/o �'�c'.!, �' =�
VOLU�tE AUJUS I 1�fEN I S
hlovement No.
Vc�lume (v�h)
Vc�l. (rc�+h), sce �IaMe 1(1-1
SI EI' 1: RT irom I�linor Street
NAME:
VOLURtES IN PCCII
�M
� zo
� 70 V � ug 20
� � � �
� V� —��l �
1 v, v9
sf � ys
2 3 4
Z 30 � �n
� Z, o
Con(licting Flow, V�
Critical Ga�, T� , and fbtential Capacity, c�,
Actual Capacity, c,„
S I EI' 2: LT Crom �4ajor Street
Conflicting Flow, V�
Critical Ga�, T� , and Potential Capacity, c�
i'ercent of c� Utilized and lmpedance i�actor (Fig. ]0-5)
nCfUO� Ce��Clf}'i Cm
ST E[' 3: LT Crom 114inor Street �
5 7
/ �ZS S
S
10-37
9
2 jj
� �.---
� V9
1�2 V� -i- VZ = � �- �' �C� _ "'../ V��l �uc9� � � �
T� — �� �ec (Table 10-2) c�9 —�5� pcph (Tig. 10-3) '� /�
�m9 = �P9 — C: 5v p�p}� q ��
r V�
v, -� v2 — �+� a o _ 135 �h (���) ��1 S
T� —� sec (Table 10-2) c�,� —��pcph (Fig. 10-3) y� S
��i�c��) X 100 — � � Z P� = v • [ � Z • L' C�'4 �
(�-+ �
Cm� = CP� _ � J� �C�I7 � � �
� V,
Conflicting Flo«; V� 1/2 V� f V1-4-Vs-�-V� = 3-�ZZ.%�.{- //) -}-`�:_t� — 3 i 3 ��,f, (���) 45 ,3
Critical Ga�, 7� , and I'otential Capacit}', c�, 1�� —�• D sec (Table 10-2) c�,, —`� � pcph (Fig. 10-3) 4-�v
Actval Capacity, cm cm� — cF,� X I'� = X = Sa-� pcph �'� r
SIIAREU-LANE CAI'ACCTY
htovement No. v(pcph)
� S s�-
9 zo � S
4 �� z v
v� -�- v9
S}� —
�V7��m7� + �V9��m9�
Cm ��7C El� _
�,��� 4 S [
�`T � ` S —
?' `�'` �! � S
if lane is shared
;N (P�Pf�) cR LUS
��0 4� (n q �
r 3 c� 9 Q-o 14 /�
��rt:� $9 S � �
•
C�
APFEIJb I X B
/ uNstc�Nnt.r�.rn �Ntr•�tsr•,cttc�Ns �
C�,O,�U�. �,,,?� �-. �.,�--
WURKSHEE"I� f�UIt ANALYSIS UF 'I=1N I ERSEC'I IUNS
LVCAI ION:
i1UURLY VOLUMES
]�\ � Major Street: _� G r"�� �� O N
1' �
N — [] � �s 5�7(�
Grade �� V� � V� �-1�
—`�� ��-- �� --�� �� N = []
� � �� ��
Uale of Cotmts: �I O S iC7f
iime f eri�d: -- CI YIELb
Avera�e Running Speed: N —�
�finor
Stre t:
v
I'I fF: Grade �o CG13
VULU�tE ADjUSII�IENIS
hlovement No. I 2
Uolume (v�h) I ✓'� ,:_�.�
v�,l. ���Ft,�, s� �r,hie �o-t
S�I�EP 1: RI' trom Minvr Street
Conflicting Flow, V�
Critical Gap, T� , and Potential Capacity, cr
/�CtUd� CB��CIf}; CR,
S I CC 2: LT From T4ajor Street
Conllicting Flow, V�
Critical Gap, T� , and Potential Capacity, c�
i'ercent of c� Utilized and lmpedance Factor (Fig. 10-5)
Actual Capacit}�. �m
S l EP 3: LT irom Minor Street I
NAME:
VVLUMES W PCPII
i I _
r-;�O �— VS � O 3 O
�` `,y� � v� z v
� V � --�� 1 �'
1 V� V9
�� r
3 4 5
`"� ' � U �S- �7 ��
��
10-37
7 9
.�- ��
r' f.�,.�
�' � 5
(� V9
1/2 V,_I- V� _�+� a�?= S� 3 �p}, (��a) 7/ 3
T� = S. �ec (Table ]0-Z) c�9 = S��pl� (Fig. 10-3) '�' �S
�'m9 — �P9 = � � � n�Pt� � � `
r �
} V�
�- �-,, . ,—
V� -�- V2 = _`� -I- `�� �_ � �'vph (V��) � � 5
T� =s ' � sec (I'able ]0-2) c�� —SgS pcph (Fig. 10-3) � S
���/cr�) X 1(� _�.� 1'� _ �' t�' 4. Z O.`� 7
Cm� _�P� = S O�� h Q- �% S
� V,
Cvn(lictingTlo�; V� 1/2 V�� V2-�VS1-V� = 3-}-iS�.} �O -}-.57�= ��� pF� (V��) �7�3
Critical Ga 7, and Potential Ca acit •, c T—?� 5 sec I'able 10-2 c—��� c h Fi 10-3 S—�
F'- � P y � � ( l�,� — P P ( g� )
Actual Capacit}', cm cm� — c�� X 1'� = X —�Z �cph 4�
SfIAREU-LANE CAI'ACITY
hiovement No.
� �
9 `Lt�
9 .t r�
v' � � 9 -
Si� _ —
�V7��m7� �- �V9�Cm9�
h) cm�c h)
�-' I Z ¢ 4- 9 —
��s ,F5 4�5 —
Zc� ��'J 4 �.5
if lane is shared
���
s � `� .
,
t,;�;
cR LOS
4 4- i� C=
�6p r� A
�55 � �