HomeMy WebLinkAboutDRB17-0008 A0.0 11,16 OF gr
NOTES - GENERAL Project dd ress SHEET INDEX 0
1 ALL WORK SHALL BE A5 SPECIFIED AND IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL 4352 Spruce Vlay #5 AO.O COVER eft.
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CODES, LAS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST PARTIAL TOPOGRAPHIC SURVEY 0
STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. Vail GO 8165-7 A0.1 BUILDING VIEWS I liai
2 THESE DOCUMENTS ARE NOT INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND / A1.1 SITE PLANS DRB
SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. THE GENERAL CONTRACTOR HBM Townhouses Parcel 5 APPROVED
(G.G.)SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. A2.1 FOUNDATION PLAN, AREAS 2/3/2017 12:00:00
3 IT 15 THE RESPONSIBILITY OF THE G.G. TO BRING TO THE ATTENTION OF THE ARCHITECT ANY A2.2 LOWER $UPPER LEVEL FLOOR PLANS AM
CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE Parcel No: 2101 -122-20-005 A2.3 ROOF PLAN
CONTRACT DOCUMENTS (CD's), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES A3.1 ELEVATIONS
APPEAR IN THE CD'S, OR BETWEEN THE GD'S AND EXISTING CONDITIONS. IT I5 THE A4.1 BUILDING SECTIONS
RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING •
DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE Owner
DOCUMENTS.
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4 SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE Wr ' U O
SPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT Jason $ Jacqui Bag ✓a I ey �'/ a
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HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR c X - - I- U
MATERIALS. 1 cIS Ferry Road O O O O
5 DIMENSIONS: A)ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B) ALL PLAN •
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U.O.N.;U. C) FLOOR TO FLOOR DIMSIONS ARE TO FACE OF ENSIONSE, FACE OF STUD, AND CENTER LINE OF ARE FROM TOP OF PLYWOOD SUBSURFACE TO TREAM,OP OF Edinburg EH C 4NY�1 :milic4HOI0111 Oc U
PLYWOOD SUBSURFACE, U.O.N.; D)VERIFY IN FIELD (V.I.F.) ALL EXISTING CONDITIONS DIMENSIONS, Scotland
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LOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION. c of I a n d , UK ,, CEIO_ 0 c
6 THE G.G. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE �� ��. >
ARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK 15 TO BE PERFORMED. WORK jason_baggaIe y@standard I ife.com = -_ . Q o SHALL CONFORM TO THE APPROVED SAMPLES. N
7 THE G.G. SHALL SUBMIT REQUIRED SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND - _ 7
APPROVAL BEFORE THE WORK IS TO BE PERFORMED. WORK SHALL CONFORM TO THE l^J
APPROVED SHOP DRAWINGS. a
5 THE G.G. SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES Designer _ ROL �, C� a
DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND Illt
FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OWNER. mpp design shop Inc. `
9 THE G.G. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND ��
WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL Michael I Pukas - ---- _ T --�_ _s __.__ �_ 10 ii# _
DRAWINGS. _ Ni,
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10 THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND PO BOX 288 — • _ _ _ 4 • _ 0
LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED. EACH SUB-CONTRACTOR SHALL Box
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REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION UPON COMPLETION OF C'y-1O) 10_4851 _ I ', v , v
HIS/HER WORK. l `c'�I _ 0
11 THE G.G. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEW CONSTRUCTION — 1 .
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FITS FLUSH AND SEAMLESSLY WITH ADJACENT EXISTING CONDITIONS, AND SHALL NOT ENDANGER m i c h a e I@ m p p d e s i g n s h o p.c o m _ —�
ANY EXISTING CONDITIONS OR OTHER WORK. __� —
12 THE G.G. SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT , '�
FIXTURES, ELECTRICAL UNITS, A.G. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS - ���---r'"'
REQUIRED. - �J m —_ 1L� ti..� 0 0_
13 ALL CONSTRUCTION, STAGING, CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BE G e n e ra I Contractor - .1 . ._®. ziu ;,\
CONFINED TO THE LIMITS OF THE EXISTING DRIVEWAY AND THE IMMEDIATE PERIMETER OF THE rs, ''=--
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EXISTING BUILDING. ALL ACTIVITY PERFORMED AS PART OF THIS PROJECT SHALL BE CONTAINED High I t i Altitude d e Home I m r ove m e n t �--- ' ���`�� �` J': "' : — Q
ON THE PROJECT PROPERTY. p - �:'1'• ` 0'
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14 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINEDJeff E3orek — ��� �I �' �• '~F�l -
ON SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION. II ., � '� - _�•:
15 A5 BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN/COUNTY, IF REQUIRED. v _- �`ti' ��- - r., _ !� -i' "•
16 UTILITY METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES. PO Box 3851E
I � A' + �- .......„110-1-0,0L �_
17 ALL INTERIOR NON-BEARING WALLS TO BE 2x4, U.O.N. Vail
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15 ALL INTERIOR BEARING WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DING'S FOR SPEC'S Y a i I , CO 81 C 58 _ - - _� _-_ F o
19 ALL EXTERIOR WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DING'S FOR SPEC'S - f Q
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20 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF WOOD FRAMING, U.O.N. —
(q�0) 3�6 282 � _ � / �i
21 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD, U.O.N. - - .1:,_,,__J
I ` //' �Ii�`�_
22 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O. h I h a l t i t u d e h o m e i m rove m e e t@ m a i l .Go m -•
23 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O. g p g k 1 .. �. ' ILLIAM E.
- * NUTKINS JR.
NOTES - GENERAL SITE Land Surveyor <� 403359 A
1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH Kipp Land Surveying , LLC n�s \-\\(0
TOWN/COUNTY GUIDELINES.
2 THE CONSTRUCTION LIMIT LINE I5 THE CONTRACT LINE. DO NOT DISTURB ANY EXISTING TREES OR FD ARG
VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE OF THE CONSTRUCTION LIMIT LINE Randy Kipp
WITHOUT APPROVAL OF THE OWNER AND THE TOWN/COUNTY.
3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, PO Box 3154
UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTERS THAT MAY AFFECT
THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION.
4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT Eagle , CO 81631
LOCATION. THE ARCHITEGT 15 NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES Cq�IO) 3�IO- 1540
OR STRUCTURES, OR ANYTHING NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER l 0
CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE
LOCATION DURING ALL PHASES OF THE WORK. THE GENERAL CONTRACTOR SHALL BE randy@kipplandsUrveying.com 0
RESPONSIBLE FOR ANY DAMAGES TO UTILITIES OR STRUCTURES AND ANY INJURIES THEREFROM.
RESTORATION OF ANY UTILITIES DAMAGED BY THE GENERAL CONTRACTOR SHALL BE AT THE
GENERAL CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS FOR SEWER
Structural Engineer
CONSTRUCTION. PROVIDE SEWER CLEANOUT WITH LOCATION TO BE REVIEWED BY TOWN
ENGINEER.
6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAWINGS SHOWING PROPOSED UTILITY SERVICE Sundquist Design Group I/ \- —0
CONNECTIONS FOR THE ENGINEER'S REVIEW PRIOR TO CONSTRUCTION.
7 ROAD CUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT-OF-WAY SHALL CONFORM TO TOWN Joe Sundquist •
GUIDELINES.
5 ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE PO Box / / fb,
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GEOTECHNICAL ENGINEER. /[� /[� 0 —
9 PROVIDE WRITTEN NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE ';: O OI
IMPROVEMENTS. Conifer, CO 80433 : um .f=.3 (/ o o
10 CONTRACTORS) SHALL TAKE ALL NECESSARY STEPS AS REQUIRED TO PROPERLY PROTECT ' L CV
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AND MAINTAIN HIS WORK FOR THE DURATION OF THIS CONTRACT. 505 q41-1C 51 .V 7.A. N O N It11 THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING,
TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S ' � � 7 N
RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO Joe@ S u n d q,u I s t d e s I g n.Go miiio p, Nr.e
PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS. 4 ,,� ,-�C� 0 c ,7 O
12 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. T
13 CONTRACTORS) SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES. O O
14 CONTRACTOR(5) SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, WALLS, POOLSlik \NT41 0 • N QJ
AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING S I TE BUILDING ANALYSIS 11114;,/
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WITH THE WORK. Lot Size: 0.61 acres /26,360.•=1 S ftSN4 CD PONSIBLE
15 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE Maximum Lot Coverage Allowed: 35% = 9,226 54 ft 1 111 .111W 411 Z C O
ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. Minimum Landscape Area Allowed: 40% = 10,544 S ft O
16 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS p 4 rrrf� 1 r (% U
OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2.5% GRADIENT UNLESS Existing Site Govereage: 4,705 54 ft = 15% PROJECT LOCATION
(3) -FN 1- o OTHERWISE NOTES. Proposed Site Govereage 229 54 ft = 1% �� �ILO ! al* O L L ,,—�
17 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE Total Proposed Site Covereage: 4,937 54 ft = 19% r *#4 O O
2
IN GRADING DETAILS. 1' *Oh• �r.14 M
ExistingDrivewayArea: 5,654 54ft = 21.6% f
15 GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND
MINIMUM SLOPE OF 2% IN PAVED AREAS. Total Proposed Driveway Area: 5,732 54 ft = 21.7%
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19 CLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND/OR GRADE OR THE SANITARY fia°
Existing Landscape Area: 15,969 S4 ft = 60.5%
SEWER SERVICE. # Description Date
Total Proposed Landcsape Area: 15,692 54 ft = 59.5% \\*
20 CONFORM TO TOWN/COUNTY STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET + 1 DRB/Variance Subm'n 10/25/16
MINIMUM SEPARATION BETWEEN WATER AND SEWER UNDERGROUND SERVICE PIPES. MAINTAIN 14111PAllowable Height Limit: 35'-0" flat or mansard roof IVO& i T} 2 DRB Submission 01/05/17
SEVEN FEET MINIMUM COVER AT UNDERGROUND WATER SERVICE AND ASSOCIATED LINES. NEV' 4 F NNN
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CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL
35' O" sloping roof � �rr� Al,
LOCATED ON THE PROPERTY LINE IN A SPOT APPROVED BY THE TOWN PUBLIC WORKS Proposed Max Building Height: 17'-5" C ridge of sloping roof / ��
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DIRECTOR. #4/4rtg
Zoning: Low Density Multi Family W.* 5 �rr'¢� t
21 IF UTILITY CONNECTION POINTS ARE NOT KNOWN AT THE TIME OF BUILDING PERMIT SUBMISSION, Number of Dwelling Units: 5 existing `s`' 13 . r
LOCATIONS TO BE COORDINATED AND APPROVED BY TOWN/COUNTY AND SERVICE PROVIDERSjir_nlotti>, r
IN ADVANCE.
Front Setback: 20-0"
Side Setback: 20-0"
Rear Setback: 20-0" *4t�
NOTES ENERGY GORE ExistingGRFA Unit #5: 1,537 5 ft 4110 4011041p�A
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GC TO COMPLY WITH ALL REQUIREMENTS OF THE 2012 INTERNATIONAL BUILDING CODE, THE 2012 Proposed GRFA Unit 145: 21154 ft 4/14 ilL il
INTERNATIONAL RESIDENTIAL CODE, AND THE 2012 ENERGY CONSERVATION CODE, AS WELL A5 Total Proposed GRFA Unit #5: 1,756 54 ft
ANY AMENDMENTS ADOPTED BY THE TOWN'S AND/OR COUNTY'S SUSTAINABLE BUILDING CODE... *Me ,, 1 I ki t
Parking Spaces Required: 2 per units of 500 - 2,000 54 ft
CLIMATE ZONE 6 Parking Spaces Provided: 2 total
FENESTRATION U-FACTOR 0.32 • - Na. 1—
CEILING R-VALUE 49 Parking Area: 450 54 ft 1602
WOOD FRAME WALL R-VALUE 20+5 OR 13+10 Snow Storage Required: 30% = 144 54 ft Project Number:
MA55 WALL R-VALUE 15/20 Snow Storage Provided: 193 54 ft = 40% Drawn by: mpp
FLOOR R-VALUE 30 Exterior Lighting Fixtures Checked by: mpp
BASEMENT WALL R-VALUE 15/19 - CONTINUOUS/FRAMING CAVITY Allowed: 6 per unit
SLAB R-VALUE AND DEPTH 10, 4FT Exsisting to remain: 2 COVER
CRAWL RAL SPACE WALL R-VALUE 15/13 - CONTINUOUS/FRAMING CAVITY Proposed New: 4
HEATED SLAB ON GRADE R-VALUE 15/19
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Scale 1/4" = 1'-0"