HomeMy WebLinkAboutB17-0366 Approved Plans 'ro 'ect Address0/ a? V \ \� � \� pl ,La /t
NOTES - GENERAL SHEET INDEX �f°'
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1 ALL WORK SHALL BE AS SPECIFIED AND IN ACCORDANCE PITH ALL NATIONAL, STATE AND LOCAL # AO.O COVER e 'N` \ \ ` :.,.
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CODES, LAWS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST PARTIAL TOPOGRAPHIC SURVEY �p�• \ o / l
STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES, Vail
CO //,,..,, '`� 0' / \ ti ° '''
V(.+1 I I + 1 L/ t A2.1 PLANS, ELEVATIONS, SCHEDULES f / \ \ \
2 THESE DOCUMENTS ARE NOT INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND A2.2 RCP's rOp, / \ \ o'
(G.C)SHALL VESERVICES RIFYY ALLDIMENSIONS AND SITE GONDITIOD TO COMPLETE ALL Y\10F2K NSHEREIN. THE BEFORE STARTNGAWORK CONTRACTORHBM Townhouses Parcel / p, / \\\\\ ` II To of Vali
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3 IT IS THE RESPONSIBILITY OF THE G.G. TO BRING TO THE Ai I. NTION OF THE ARCHITECT ANY �"y /'� �"'� /"� f'� ✓ Y, 4 \ \�
CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE Parcel No: 2 10 1-122-20-00 f ~ ,e,co
CONTRACT DOCUMENTS(CD'S), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES & \ ' 44\ 0
APPEAR IN THE CD'S, OR BETWEEN THE CD'S AND EXISTING CONDITIONS. IT IS THE ,0
/RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING 9 \ «� i �` j �
DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE Co, -----..,/, /0 ,' o
DOCUMENTS. Owner 6I j/ \ \ ' �` �. \ �� • co O r
4 SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE / \ \ \ ) 00 0 Cr) }
411P(
SPECIFICATIONS SHALL TAKE PRECEDENCE,UNLESS A PRI i i=N DECISION FROM THE ARCHITECT Jason 4 Jac u i Bagga ley 95_ \ - \ Q'` O
HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR ' Y �d ° \ y X - r— 'b' U
MATERIALS. 1 1' Ferry Road ��/ • \\ ---
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5 DIMENSIONS: A)ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B)ALL PLAN Aloo•• • r�
DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD, AND CENTER LINE OF COLUMN/BEAM, j�/,r( /\ cy0`y k ��( � i :,,,'. rr� 03 0c („�U.O.N.; C)FLOOR TO FLOOR DIMENSIONS ARE FROM TOP OF PLYWOODSUBSURFACE TO TOP OF i�dInburg TIT �N 9/ EP ASHPALT \ s•OC i t \i rr o \ w� /(''� ll �PLYPOOD SUBSURFACE, U.O.N.; D)VERIFY IN FIELD (V.I.F.)ALL EXISTING CONDITIONS DIMENSIONS, 0h firms / ; I f l \ t.,/ �...//� r� ,r) t Ijj// PARKING AREACl.
LOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION. ScatIand , VI� / \ 409 SQ FT ` < ffr�"Ji I �� r y \ \6 THE G.G. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE s, t r
ARCHITECT FOR REVIEV AND APPROVAL BEFORE THE WORK IS TO BE PERFORMED. PORK (� �?'o° l / 1 l rr 71 1. 77, 'C>.
\ \
SHALL CONFORM TO THE APPROVED SAMPLES.
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7 THE G.C.SHALL SUBMIT REQUIRED SHOP DRANINGS TO THE ARCHITECT FOR REVIEN AND s�`\ .'°. f \\\ \ \ \
APPROVAL BEFORE THE PORK IS TO BE PERFORMED.PORK SHALL CONFORM TO THE °' \ h, \ x,. \ \
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APPROVED SHOP DRAPINGS. '` �,. \ \, \ „,Ni''
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S THE G.C.SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES 17 e S I 1 i e r 90.,0•, \ % ` ` <,` :; i , C% �� � �\ \
DURING CONSTRUCTION, FOR COMPLIANCE KITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND l; ',..,1' _, `r`• \ \,; \'
FOR PROTECTION design
� / / ,,,_ * \ �;�s � �� t \ i i s o V
THE ROTECT ON OF ALL WORK UNTIL IT IS DELIVERED COMPLETED TO THE OPNER. m d e s I n shop inc.
L 8s „ A / f \ ”° .\ ' I �" f \ /
q THE G.G. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS,AND pp 9 o� -.°"\
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WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL } j. � e �� 1\21/,/1 y 47o,/‘.(r, ,,„, �s� ` t
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DRAPINGS. ' ` ` '' r.b �° ,� '�". t/9�r�,�<`� u z� ‹,v.:2,\)\:///:\\'
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10 THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND Box �� mpc r � y'r{�`4>�' lLq� �3 . . ? f ' / ' \
LI I ISR,AND SHALL NOT BE UNREASONABLY'ENCUMBERED, EACH SUB-CONTRACTOR SHALL PO 255 w /40,..04,0\
s,4p / �, J y •/ ''�7 1' ,/ r c, r„ y , \ / •"'�'
REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION UPON COMPLETION OF q 0 2y U i,€c :,
HIS/HER (1.0) 0
NORK. sr 0,1„0 r 'b,/ �� V `� \`
(cj-70 3c10-4 31 9 r� , EXISTING BUILDING / o o,
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(M f g " s, ` EXISTING BUILDING EXISTING BUILDING r r
�� �N FOOTPRINT ✓ FOOTPRINT FOOTPRINT- // o, \r ✓ V ��
11 THE G.G. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEN CONSTRUCTION 0 .NO GRANGES' E, se
FITSFLUSH AM T ADJACENTNOTENDANGERa , \--/-C''')
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AND SEAMLESSLY}^yl H EXISTING CONDITIONS, AND SHALL ,r r� y` N0 CHANGES CHANGES' / a o `\
ANY EXISTING CONDITIONS OR OTHER WORK. m i c h�e I m d e i n S I 1 a .cam \ -_ i I y= :w �' � f'~ ''f'�
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12 THE G.C.SHALL PROVIDE ALL NECESSARY'BLOCKING, BACKING, AND FRAMING FOR LIGHT 0,-;0,0, r ` r
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FIXTURES, ELECTRICAL UNITS, AG. EQUIPMENT, RECESSED ITEMS,AND ALL OTHER ITEMS AS �spy / y,/ '1 I, c4'� ' / jf.H��-'� \>i \
REQUIRED. rr 'N,\/ o o
General e ra I ca n t Tact a r XISTING BUILDING ,, EXISTING BUILD NG 1 \ 0.....
15 ALL CONSTRUCTION, STAGING,CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BE ;,, o o FOOTPRINT 3
CONFINED TO THE LIMITS OF THE EXISTING DRIVEYAY AND THE IMMEDIATE PERIMETER OF THE d`O�y \ FOOTPRINT
EXISTING BUILDING. ALL ACTIVITY PERFORMED AS PART OF THIS PROJECT SHALL BE CONTAINED \ NO GRANGES I 1 ff �'
�`. (:)....•
A O CHANGES'
High Altitude dome ImrpoVement ,� N I ,\ , \
ON THE PROJECT PROPERTY. \ p y - 11 1 1
14 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINED j N o t 1 1
ON-SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION. ..def y rek 00, �� a w '� \ ` ` 1 !I 1 i`
15 AS-BUILT DRANINGS PILL BE PROVIDED TO THE TONN/COUNTY, IF REQUIRED. rr�� 0'0, 'o,'o,Q o q H
1 1 i 1 1 'E
16 UTILITY'METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES. PO Box 3551 c4q,,,,, v \ o 1
11 ALL INTERIOR NON-BEARING WALLS TO BE 2x4, U.O.N. y9 \
Vail CO Si b5� b� ,�
15 ALL INTERIOR BEARING PALLS TO BE 2x6, U.O.N. SEE STRUCTURAL PINGS FOR SPECS n N
ALL EXTERIOR WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DING'S FOR SPEC'S o �s.�, N. ,,,
(�I-10) 3 76-252`7 '� 4�� ..----------
11
20 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF HOOD FRAMING,U.Q.N. o _\--
21 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD,U.O.N. 07, ,� ASU'"s6�
22 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O.
highaltitudehameimpravementgmail .cam SITE PLAN s \ ,� °�
25 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O. 1" - 20'-0" N \ f� 0
LIAM E.
N. , KINS JR.
NOTES - GENERAL SiTE
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Land Surveyor ,� p� 03359
1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE PITH Kipp Land Surveying, LLL/ \ 1 � :: (:-.)::ifici. 4,,,t,c)..,00,„<e\-,-.11,,.:
._____ fligill �
TONN/COUNTY GUIDELINES.
2 THE VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDEN LIMIT LINE19 THE C,ONTRACT LINE. DO OT�ITHE CONSTRUCTION LIMITSTURB ANY EXISTING TREESNE
II ABO
VITHOUT APPROVAL OF THE OPNER AND THE TOVN/COUNTYRandy Kipp —u �+
3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, PO Box 3154 inch - ro tc.
UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GU i I IRS THAT MAY'AFFECT CO SCOPE OF PORK PRIOR TO BEGINNING SITE CONSTRUCTION. 4✓L../ Si 1
4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOP EXACTEagle,
LOCATION. THE ARCHITECT iS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES � �� � �� ��
OR STRUCTURES, OR ANYTHING NOT SHONN OR DETAILED AND INSTALLED BY ANY OTHER
CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE ,r
LOCATION DURING ALL PHASES OF THE PORK. THE GENERAL CONTRACTOR SHALL BE randy @ k i p p I an d surveying.til a m Co)
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 ONNER.
5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS FOR SEINER
CONSTRUCTION. PROVIDE SEDER CLEANOUT PITH LOCATION TO BE REVIEWED BY TOM Structural Engineer (1)
ENGINEER.
6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAPINGS SHOVING PROPOSED UTILITY SERVICE �qg
CONNECTIONS FOR THE ENGINEER'S REVIEN PRIOR TO CONSTRUCTION. �✓u ni U i t De i g n rou p '.�'"�
7 ROAD GUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT-OF-NAY SHALL CONFORM TO TOVN 1 t
GUIDELINES. .Jae Su nd qu iStt • 1111111111.1111•11
8 ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY'THE (10) LO C)
Box / /,'.� "
O 16 a
GEOTECHNICAL ENGINEER. �.
q PROVIDE PRI I I tN NOTIFICATION OF ALL DISCREPANCIES BETI' EN EXISTING AND PROPOSED SITE 50433 r 0
I
IMPROVEMENTS. ca n i f e r CO !
10 CONTRACTOR(S)SHALL TAKE ALL NECESSARY STEPS AS REQUIRED TO PROPERLY PROTECT
AND MAINTAIN HIS YORK FOR THE DURATION OF THIS CONTRACT. (303) c141-1651 3 #
11 THESE DRAPINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING, 0,14#
TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S ,+ o. I€
RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY'OPERATIONS AND PROCEDURES TO Joe @s u e d q,u i s t d e S i g n.cam <..) ,-- , r
PROTECT THE ONNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS. �_ �� _ �� (1) i
12 ALL YORK SHALL COMPLY KITH ALL APPLICABLE CODES AND ORDINANCES.
........... 0 D 0 ix)
15 CONTRACTOR(S)SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES. :u r �` , '
14 CONTRACTOR(S)SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, PALLS, POOLS /� ' � "`' `_ 0
AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING SITEUILDINt✓ ANALYSISti I • �"' Q}
KITH THE NORK. �'` �
Lot Size: 0.61 acres /26,360.9 5q ft " ( C:5) -4— c •. U(}
15 CONFLICTS OR DISCREPANCIES PITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE Maximum Lot Coverage Allowed: 55%=9,226 sq ft � .� �, I
ARCHITECT IMMEDIATELY'AND PRIOR TO PROCEEDING KITH YORK. Minimum Landscape Area Allowed: 40% = 10,544 5q ft �` ' -v, 1
0 ....._ "
15 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOIN SPOTS �' Icm.5) -T.) z 0._ 0
OR POCKETS. SET FLOP LINES ACCURATELY AND PROVIDE A MINIMUM 2.5%GRADIENT UNLESS ExistingSite Gaverea e: 4,-705 sq,ft = 1a% �4{r `ryflx : 4 g 1 I OJE I LaV1'^'tiTIaN Q� `-�
OTHERNISE NOTES. Proposed Site Covereage NO CHANGES •. ° 1-,(,) LO _
11 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHONN OTHERWISE Total Proposed Site Govereage: NO CHANGES ... ` y-
IN GRADING DETAILS. ` u f Co }
15 GRADE ANAP FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND Existing Driveway Area: 5,534 54 ft =21.5% CC) _ (L �-
MINIMUM SLOPE OF 2% IN PAVED AREAS. Total Proposed Driveway Area: NO CHANGES
19 CLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND/OR GRADE OR THE SANITARY
SEVER SERVICE. Existing Landscape Area: 15,969 54 ft =50.5% ' ,A I
Total Proposed Landcsape Area: NO CHANGES �� # Description Pate 1
20 CONFORM TO TONIN/COUNTY STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET i 1 DRB/Variance Subm'n 10/25/15 1
MINIMUM SEPARATION BETNEEN PATER AND SEINER UNDERGROUND SERVICE PIPES. MAINTAIN a
SEVEN FEET MINIMUM COVER AT UNDERGROUND PATER SERVICE AND ASSOCIATED LINES. NEW Allowable Height Limit: 55-0" flat or mansard roof 2 DRB Submission 01/OS/1 T
5a'-0" sloping roof
CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL *y3 �_ BfBullding Permit 04/04/1'1
LOCATE~,ON THE PROPERTY LINE iN A SPOT APPROVED BY THE TOM PUBLIC NORKS Proposed Max Building Height: NO GRANGES 4 Bldg Permit Rev's 10/12/1'!
DIRECTOR. k yk1€ 1 I
Zoning: Low Density Multi Family
21 IF UTILITY'CONNECTION POINTS ARE NOT KNONN AT THE TIME OF BUILDING PERMIT SUBMISSION, �` #, `,+.g "v'I=„
( Number of Dwelling Units: 5 existing � . .. . s =r 3,
LOCATIONS TO BE COORDINATED AND APPROVED BY TONN/COUNTY AND SERVICE PROVIDERS
IN ADVANCE. '� , t a ..
Front Setback: 20'-0"
Side Setback: 20'-0" � _` _.._.�_lic".._.mtr7_. _.1
NOTES - ENERGY GODS Rear Setback: 20' O" _ ,� .
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Existing GRFA Unit #5: 1,551 54 ft - �. �` ,_., __, E
Proposed GRFA Unit #5: NO CHANGES ' , _ '' _'
GG TO COMPLY'WITH ALL REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING GODS, THE 2015 P „.. .... ,.,,.. i-----
-
INTE ATotal Proposed GRFA Unit #5: NO CHANGES �' ;. . , , € .
INTERNATIONAL RESIDENTIAL CODE, AND THE 2015 ENERGY CONSERVATION GORE, AS NELL AS p
ANY AMENDMENTS ADOPTED BY THE TOPN'S AND/OR COUNTY'S SUSTAINABLE BUILDING CODE... � �
Parking Spaces Required: 2 per units of 500 -2,000 54 ft i I 1
CLIMATE ZONE 6B Parking Spaces Provided: 2 total
FENESTRATION U-FACTOR 0.32 / }
Parking R-VALUE 49 Area: NO CHANGES
HOOD FRAME NALL R-VALUE 20+5 OR 13+1O Snow Storage Required: NO CHANGES Project Number: 1602
MASS WALL R-VALUE 15/2O Snow Storage Provided: NO CHANGES 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: NO CHANGES
CRAWH
L SPACE ALL R-VALUE 15/13 -CONTiNUOUS/FRAMING CAVITY Proposed New: NO CHANGES I COVER
HEATED SLAB ON GRADE R-VALUE 15/11 �.r+✓ x
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Project Number: 1602
Drawn by: mpp
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A RGFIS
(@I SMOKE DETECTOR.
s®o SMOKE/CARBON MONOXIDE DETECTOR
NOTES:
1, SO TO VERIFY LOCATIONS OF EXISTING SMOKE AND
CARBON MONOXIDE DETECTORS ARE COMPLIANT IN/
2015 IBC REQUIREMENTS
2. 60 TO PROVIDE NEIN SMOKE AND/OR CARBON
MONOXIDE DETECTORS AS SHOINN IF CURRENTLY'
NOT PRESENT
5. NEIN SMOKE DETECTORS TO BE HARD Y4IRED AND
INTERCONNECTED, IF POSSIBLE
Scale 1/4" = 1'-O"