HomeMy WebLinkAboutPEC120036 REVISED PLANS_received 110912 Department of Community Development
75 South Frontage Road
���� �� ��j� Vail, CO 81657
Tel: 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use this form when submitting additional information for planning applications or building permits.
This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of$110 will be charged upon reissuance of the permit.
Application/Permit#(s) information applies
to: Attention: �Revisions
PEC120036 �Response to Correction Letter
�attached copy of correction letter
�Deferred Submittal
�Other
Project Street Address:
1778 Vail Valley Drive
(Number) (Street) (Suite#)
Building/Complex Name: Vail Golf and Nordic Clubhouse Description of Transmittal/List of Changes, Items Attached:
Documents submitted on e-plans October 31, 2012
Applicant Information
for the Vail Golf and Nordic Clubhouse remodel are
(architect, contractor, owner/owner's rep)
revisions to the project PEC submittal package
Contact Name: David Baum, for Zehren and Associates
and are intended for Bill Gibson, Town Planner
Address: 48 E. Beaver Creek Blvd, Suite 303
City Avon State: CO Zip: 81620
UP-TO-DATE COMPLETE SET AS REQUESTED.
C011t2Ct N81'T18: Greg Hall,Director,Public Works/Transportation,Town of Vail
(use additional sheet if necessary)
Contact Phone: �9�0)479-2158
Building Permits:
hall vail ov.com Revised ADDITIONAL Valuations (Labor&Materials)
Contact E-Mail: 9 @ 9 (DO NOT include original valuation)
I hereby acknowledge that I have read this application,filled out Building: $
in full the information required,completed an accurate plot plan,
and state that all the information as required is correct. I agree to Plumbing: $
comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according Electrical: $
to the town's zoning and subdivision codes, design review ap-
proved, International Building and Residential Codes and other Mechanical: $
ordinances of the Town applicable thereto.
X Total: $�
Owner/Owner's Representative Signature(Required)
Date Received:
For Office Use Only:
Fee Paid:
Received From:
Cash Check#
CC: Visa/ MC Last 4 CC# exp. date:
Authorization #
MARCIN ENGINEERING LLC
November 7, 2012
Tom Kassmel, PE
Town of Vail Engineer
75 S. Frontage Road
Vail, CO 81657
RE: Town of Vail Golf and Nordic Clubhouse Remodel
Preliminary Drainage Memo
Dear Tom:
This letter is to describe the overall drainage concepts that the design team is
proposing for the Vail Golf and Nordic Clubhouse Remodel Project. The following
concepts are incorporated into our current grading plan and will be confirmed via a
formal drainage report as the project progress through the Town approval process:
1. Drainage from the Mountain to the South of the Project Site
a) The drainage from the mountainside south of the Project has historically
flooded the parking lot for this site. The worst of this flooding has
historically occurred during the spring snowmelt runoff. This runoff
comes down from the mountainside, crosses underneath Sunburst Drive
in twin culverts, runs between the fourth and fifth houses east of the
Project parking lot, and then is currently caught by the golf course
service road and runs down the service road to the Project parking lot.
The intent of our project, is to let this water run underneath the service
road by installing culverts under the service road These pipes are
currently called out as twin 24" HDPE culverts on Sheet C4.1. MARCIN
will confirm these pipe sizes with calculations in the formal Drainage
Report.
b) Once this water is piped under the service road east of the project
parking lot, the intent is to run the water in a newly constructed
drainage ditch around the project as depicted on Sheet C4.1. This
drainage ditch will be sized in the Drainage Report, but is preliminarily
sized as being two feet deep with 4H:1V side slopes and a four foot flat
bottom. These slopes will provide the ability to easily mow the ditch
while mowing the surrounding golf course. The ditch will have to cross
under the golf cart path with culverts and is currently depicted as going
underneath one of the proposed driving range nets off the northeast
corner of the building.
c) As the ditch crosses in front of the north side of the Project, the ditch will
pick up stormwater from the parking lot piping system and then the
ditch will run northwest across the driving range and flow into the pond
north of the driving range tee box. We have the proposed flowline of the
ditch at the pond set two feet above the pond water surface elevation to
account for two feet of freeboard in the pond.
PO Box 1062,Avon Colorado 81620(970)748-0274
2. Drainage from the Project Parking Lot and Building Area
a) Drainage from the parking lot will be directed to the center of the parking
lot and will flow down a valley pan in the center of the parking lot at the
natural grade of the parking lot (ranging from 0.9% to 3%).
b) At the north of the parking lot, the water will flow into a 2'x3' valley inlet
and the flow down into the drainage swale described above (see l.c
above).
c) Three other inlets will catch water from the paved cart area west of the
building and will drain into the same pipe system flowing north to the
driving range ditch. The northerly inlet will tentatively be a naturalized
`bioswale' with appropriate plants to help filter sediment and chemicals
in run-off while allowing infiltration back into the ground. If a `bioswale'
is not possible due to site constraints then a Stormceptor Water Quality
Control Chamber that will treat the stormwater prior to releasing it onto
the golf course will be considered in lieu of a bioswale..
d) All piping described here will be sized accordingly in the formal Drainage
Report to be prepared by MARCIN.
e) All other water that is not caught by the parking lot drainage system (i.e.
on the south, east and north side of the building) will be graded to drain
into the ditch system described in Item 1 above.
The above concepts are how Marcin Engineering proposes to safely pass the rainfall
and snowmelt drainage events through the site. MARCIN is open to further ideas on
how to optimize these solutions and looks forward to working with the Project Team
and the Town of Vail towards Construction Documents and building a successful
project.
Sincerely,
MARCIN ENGINEERING LLC
f.�,�-�
_ ��m_._.��
Paul Anderson, PE
PO Box 1062,Avon Colorado 81620(970)748-0274
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1) DATE OF TOPOGRAPHY: 12/2/201 1 � °
1 °�
2) BASIS OF ELEVATIONS: MAIN FLOOR ELEVATION OF GOLF CLUB HOUSE = 8242.0' (NAVD 88) �
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3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACT�ON BASED UPON ANY RIGHT OF WAY ,� J � �
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, w � �
MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS � � `�'
FROM THE DATE OF CERTIFICATION SHOWN HEREON. � � � � � �
8233.5 � �� � � p
4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD ' � � ,� ,Q�- Q �
PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY, 8232•8 8233.1 I �
ORDER No. VC50020697, DATED OCTOBER 1 , 2009. '823 .3 � �, i
■8234.2
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5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. � \�, I C� '�
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6) INLET INVERT ELEVATION IS APPROXIMATE DUE TO SNOW ACCUMULATION. `�",
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� �� Populus tremo%ides Quaking Aspen '� 5" Exact quantity,sizes and locations Q Q J � y = W � W
_ � o � � -- �� � , n�a Acer gmnala Gmnala Ma�le �52 aS to be determined prior to DRB final � �
% �� oP�unus I/irgmiana S hu ber t C ho kec herry C a�. r e v i e w.F l n a l l a y o u t t o b e a p p r o v e d W W
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_-X �`�y—�� ����� o �� �� �������������%� Pinus a�istata BrisElecone Pine $� Exaet quantity,size,and locations to N
Picea pungens Co%rado Spi°uce 93 aS be determined prior to DRB final M �C O
� � Golf Grill � � �� n/a Pseudotsuga menziesi Douglas Fir ht• ShOWn review.Flnal layout to be approved W M � pp
Golf Cart Path //��'��I��\� Pinus ponderosa Ponde�osa Pine min. by R.L.A.in the field prior to O
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_-_' ''_--. �-- \����iiii�r,,� o o � o 0 9 O n/a TBD 384 and Varies Y pp V a �
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-" �/ �O n/a TBD 336 1 gal. Varies review.Flnal layout to be approved
Service o / em�hasis on drought
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�`��x��� � � � � PLANTING PLAN NOTES
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%"��.v; � ._ ; ���\\I II . �� o 0 0�9° ' ��,; , .
� ° � �T��, . � � 1. UTILIT�ES: Landsca e contractor is res onsible for veri in the location of all under round utilities rior to
� `
.�i '1 ^ � a;;`' Arrival � �` = v _ o ��/Allllla�� o , �r� P p fY� 9 9 p �
` ; lJ�' COUft ��O'� / ��� � • commencing work.
'�' /NIIII� \\�pl II l/��i 0 0 o X
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q ``t; ° ' ,__ � �'� \ _, 2. SEED MIX:Areas to seeded are to be revegetated with a dry native mountain grass seed mix available from
I � �wu�v o — v � v . � \, _ �
� o wn� �� \ ��/i`, % O � Pawnee Buttes Seed Co. P.O. Box 100,605 25th Street, Greeley, Colorado 80632, 1-800-782-5947 �
Sigh --��1 ';,\ ':, '�0 1 � ; o ��Ill�l���� - v ` if �'�� �"� info(a�PawneeButtesSeed.com,www.PawneButtesSeed.com. The mix(or an equivalent approved by the
� � �! Landsca e Architect is com osed of the followin s ecies,s read on scarified native soil at the rate of 501bs
riangl S '�' �,[ +` -- ���\HI � '� I�I/// wu� o � i/ '�! t',`��� Q p )� P 9 p P �
�n �
`�.,:,,,_ �.� /G � /11�1'� ,�_�''�'
, � Walkway i � o � . _ � o o -- �.___.� /acre broadcast, (4-51bs per 1000 square feet)and protected with straw mulch (see Note 4):
',"°:;;� o � ,� , � j' ���IIIIIIIR���\�9 . i o ��9 \�� II///�j` �-_-� o o �
__ , o � � � \ 20/o Mountain Brome 5/o Tickspike Wheatgrass
o � ��� ����������/p ° �j 20%Slender Wheatgrass 5%Bluebunch Wheatgrass �
. �' � = e ;�-�
� f 1' 1*' ��'' . 3 Walkwa 3 � o� "' o ��� �������;�j 10%o Streambank Wheatgrass 10%o Indian Ricegrass
� ��'+ ! � � � y � � II//�j 3 , � (�� 2.5/o Canby Bluegrass 2.5/o Sanderg Bluegrass �
� �, ; � '" T .,�j � �\UII//� \ /// ° � �` ��11�1��� � �'�."`-"i 7.5%Arizona Fescue 15%Shee Fescue �
,� � / . /i ��\\ / _ � Wu ° y�/, p ,�
po ' ' ' � ; ' =h� \UII//� �� � o � ° � �� � 2.5%Bottlebrush Squirreltail �,
o Main Arrival `;, � ��< -_ ;���� o,` ; o � � , o ��d�0 ------------- �" �� ` � �
.. ` / / �������� 0 '�9 v„
o and Exit � � `� Y � �� ������ ��/����� � ° ° �� 4 4 Proposed 3. TOPSOIL: Evenly spread 2"of topsoil in areas to be seeded in native grasses,4"in sodded areas,and 6"in •�
� �, �`� ��� �--� �� � �;''" '���
�,,, '� '--=�j"-''!(,//►������� � , Be�-Cp planting beds. Till in thoroughly with a rototiller. p
, (� O
,1 a � `�.�"i�; Q � i� \��H II l//�� . O W Q �
_ � -� ��_ ' �\ • � v 4. SLOPE STABILIZATION:After seeding,on slopes of gradients less than 2.5: 1 apply 2-3"of weed free Q � �C
t �
� '� i %� ��1�\� ��� straw with approved organic tackifier at a rate of 120 Ibs per acre. Erosion control blanket is to be applied to �j
� ' � �� /, ___i� '\� . �� o , ! slopes of 2.5:1 gradient or steeper. �
t �mu�y �
'1 ;' � ��;�;-���; ' 9 ° � o J�' S. EROSION CONTROL:To minimize erosion and sediment laden run-off, contractor is to implement best � W O �
� O � ��--f ' ����������� 9 mana ement ractices durin landsca e installation, includin as a ro riate, ha bales,silt fencin and J
o '�'� �� � � � � f 9 P 9 P 9, PP p Y 9 N
,, o o �"��_= � _ o � i detention areas. Exposed soil during construction shall be stabilized seeded and protected with erosion � O �,
o Q
° \ ° �%� i control fabric. r , '�
' . I�I��'� o %, v �
� � � �� (�i; ����8��; f%� 6. PROTECTION OF TREES TO BE RETAINED:Trees to remain,as noted on the landscape plan, shall be � � J N
___ ;'�.';�:'�} '�\__�i a . flagged prior to the start of construction and protected from damage and soil compaction with construction �
\ / ;' � � O
� � ( l�'�T� ��� �/ fencing at the dripline. Trees damaged by construction operations shall be replaced at the Contractor's cost. �
__ ° � �,T;��, ° `,� nw \\\� / �� �
� v � 7. MULCH:All herbaceous lantin beds shall be to dressed with 1"of extra-fine shredded hardwood bark � •�
� � O ,� `�{ `--=' j� ° � °
� � ���� � �\\I � %� P 9 P-
\ o ° \\ �� �i ���! mulch. All shrub beds and tree wells shall receive a minimum of 3"of extra-fine shredded hardwook bark ?,
3 0 ��\\I II///p — � ;y
z �� % � � ° mulch. �
o g9
m ° �� % ° � ` Practice and �°��►��� j� % U
o ; ; o ° _,���m����� �`�,` • 3 8. EDGER: Ryerson metal edger or equivalent shall be installed wherever sod perennial or shrub planting beds. � �
Bu Exit ° o ° � ;_�_, � Teaching ' 9� /� %� —
o � ; !
, � �` � � . 9. IRRIGATION: All new trees and shrubs in native seeded areas are to receive drip irrigation. New perennial
�y 4 ,, Q � J.�wu�� t\ Green ���� � /shrub beds and sodded areas are to receive spray irrigation with 100%overlap. Native seed areas may � �
�+ 9 °,� 0 3 0 �� � receive temporary irrigation for minimum of 30 days to achieve ample seed germination;thereafter,water
o --- 4�� �� o ' i� application will be gradually decreased. The irrigation for the Clubhouse project is to tie into the VRD existing � �
� o '�, ,` � �`�� ° o ����� /� % golf course system and includes an automatic clock with integrated rain sensor and shut-off.
', ' ��;' ;�;---�. 'i ° v �
; Q ' '' �
;r � \ j 4 �� i,' 10. SHRUB BED:shrubs to be planted in holes 2 times the diameter of the rootball.set plant so that top of �
�—?'<��%� �`�� ������ �� rootball is level with finish rade.shrub and round covers are to be trian ularl s aced er lans and lant
I , \��\\III// i � � 9 9 9 Y p �p p P
"-�;�;� � ` _ _ ' i lists). Backfill all shrub pits with 1 part native soil mixed with 1 part compost. Protect plant material from >
,__, ; � Q'�}-- '�� — harmful weather or mishandling.
...� �� � • ��'� ��
.:�_ ` j, -� ' i� ` IIIIIR� fi i;
i�p� �' `��u� �'� % ;� i Z � cn 11. TREE PLANTING: trees to be planted in holes 2 times the diameter of the rootball. Set trees so that the top
,`�, t O '
pp �,\LJ"±� ___�' �� � " �� < � � of the rootball is flush with finish grade. Backfill all tree pits with 1 part native soil mixed with 1 part compost.
o �3��v� f� '9 \���\\I II//�j�`� ���.� �%� %--��, �i �' p � � provide a 4"earthen saucer around the base of the tree. all aspen trees to be staked.
- � ; Q )� ° � ``�., � , ,�� !�O%� ,, % � � z 12. PERENNIAL AND GROUND COVER BED PREPARATION:spread 3"compost over entire bed area and
„y o �e}`°`V �__/ �i������,��� . 't_______________________�' % % II z hand dig to a depth of 4". Take care around roots of existing trees. ISSUED FOR:
� �d `�`\ /'---,� / oo p� O
`O,% � " �, 0 1 // � � m 13. FERTILIZER:evenly distribute slow-release fertilizer tablets 20-10-5(n-p-k)in plant pits when backfilled 2/3 No. DATE COMMENT
�� � ' ��u� • � �' iv_� = according to following schedule: 1 tablet per 1/2"caliper or 6'of height,whichever is less. A p9��12 PECV�J�ORIC�SION
: _, � �` ' -
. � ` :' B �a�b�✓t2 Fiwu�csusn�rrr�u
� (�Q�� � , 9,�� • • i �' ° 14. GUARANTEE: contractor to guarantee all plant material for 2 full growing seasons. Contractor shall replace
•,, �ti �,� ;\� ,; \���\\III//�j�`� � �%� o all plant material that is dead,dying or unsightly due to pruning or dead branches. C 1Q/31/12 P6C REVISIONS
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