HomeMy WebLinkAboutB17-0320_A0.0_1507734660.pdf NOTES - GENERAL SHEET INDEX }
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1 ALL WORK SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL Project Ad d resS AO.O COVER, SITE PLAN �� Aim . \ '
CODES, LAWS, PERMITS AND ORDINANCES, AND SHALL BE PERFORMED TO THE HIGHEST // ILC IMPROVEMENT LOCATION CERTIFICATE 0,
STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN OF THE APPROPRIATE TRADES. 5166A Black GO re Drive P. _ q
A2.1 PLANS, ELEVATIONS, RCP/ELECTRICAL ae
2 THESE DOCUMENTS ARE NOT INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND Vail, CO 81657 ha 10111117
SERVICES REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. THE GENERAL CONTRACTOR �I
(G.G.) SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. Parcel Number: 20gq-182-12-012 � * 11 AP ••
3 IT 15 THE RESPONSIBILITY OF THE G.G. TO BRING TO THE ATTENTION OF THE ARCHITECT ANY I °ter
4...„1,44111104 6..._
CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE Subd ivi5 ion: Gore Greek Subdivision Block lii
_
CONTRACT DOCUMENTS (CD'S), AND TO NOTIFY THE ARCHITECT AT ONCE IF ANY DISCREPANCIES ~_ ,r
APPEAR IN THE CD'S, OR BETWEEN THE CD'S AND EXISTING CONDITIONS. IT 15 THE 1 Lot 4N4#1 I �Y `
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RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING , 0 i
DESIGN INTENT WHERE IT IS ALTERED BY EXISTING CONDITIONS OR WHERE NEGLECTED IN THE
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DOCUMENTS.
4 SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE Owner -10 10.0 1 7 0
SPECIFICATIONS SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT LIS cN U CO CO
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HAS SEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR 51 SSA Black Gore, LLC b� ��
MATERIALS. X
5 DIMENSIONS: A)ALL DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.; B)ALL PLAN c/o: Bruce Berger g0 0
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DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF STUD, AND CENTER LINE OF COLUMN/BEAM, � • mU.O.N.• C) FLOOR TO FLOOR DIMENSIONS ARE FROM TOP OF PLYWOOD SUBSURFACE TO TOP OF 2 Ghittenden Lane o 0
PLYWOOD SUBSURFACE, U.O.N.; D)VERIFY IN FIELD (V.I.F.)ALL EXISTING CONDITIONS DIMENSIONS, ♦ r
Mills,
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LOCATIONS AND SITE CONDITIONS PRIOR TO NEW CONSTRUCTION. Owings I"I i l l s, MD 21111-4105 O 0 to
6 THE G.G. SHALL SUBMIT SAMPLES OF ANY MATERIALS PROPOSED FOR SUBSTITUTION TO THE } .. o E
Artallin QARCHITECT FOR REVIEW AND APPROVAL BEFORE THE WORK 15 TO BE PERFORMED. WORK �SHALL CONFORM TO THE APPROVED SAMPLES. Designer 40,401"—i• O o D(g E CD
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l THE G.G. SHALL SUBMIT REQUIRED SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND 0
APPROVAL BEFORE THE WORK 15 TO BE PERFORMED. WORK SHALL CONFORM TO THE m p p design shop inc. lik470,4011,21 •
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APPROVED SHOP DRAWINGS. PROJECT LOCATION ,
8 THE G.C. SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES Michael Pu k as 5166A BLACK GORE DRIVE aV) 0
DURING CONSTRUCTION, FOR COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS, AND Q
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FOR THE PROTECTION OF ALL WORK UNTIL IT 15 DELIVERED COMPLETED TO THE OWNER. �+
PO Box 288 ler
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9 THE G.G. SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS, AND - C
WALLS WITH ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL (q70) 3q0 4cI31 / AI
DRAWINGS. i
10 THE JOB SITE SHALL BE MAINTAINED IN A GLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND michael@mppdesignshop.com - FOUND PIN & CAP li:VI fy ie CD 4L!
LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED. EACH SUB-CONTRACTOR SHALL L.S. NO. 26598 a•
REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION UPON COMPLETION OF ' ' ^
HIS/HER WORK. v I
11 THE G.G. SHALL PERFORM ALL PHASES OF CONSTRUCTION SUCH THAT ALL NEW CONSTRUCTION General Go n t racto r / ilial ci) U
FITS FLUSH AND SEAMLESSLY WITH ADJACENT EXISTING CONDITIONS, AND SHALL NOT ENDANGER
ANY EXISTING CONDITIONS OR OTHER WORK. BZ Construction \ F...1
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12 THE G.G. SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT Brian Za i k i s
FIXTURES, ELECTRICAL UNITS, A.G. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS \
REQUIRED.S (q70) q04-520q
13 ALLLCONSTRUCTION, STAGING, CONTRACTOR PARKING AND MATERIALS STORAGE SHALL BE \ a
CONFINED TO THE LIMITS OF THE EXISTING DRIVEWAY AND THE IMMEDIATE PERIMETER OF THE zaikis@comcast.net z,
EXISTING BUILDING. ALL ACTIVITY PERFORMED A5 PART OF THIS PROJECT SHALL BE CONTAINED °c) \
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ON THE PROJECT PROPERTY. \
14 CHANGES TO THESE CONTRACT DOCUMENTS SHALL BE NOTED IN THE FIELD AND MAINTAINED \ \ a
ON-SITE FOR THE DURATION OF THE PROJECT FOR CONSTRUCTION OBSERVATION. StructuralcEngineer APPROXIMATE LOC AT ON OF \
15 AS-BUILT DRAWINGS WILL BE PROVIDED TO THE TOWN/COUNTY, IF REQUIRED. 100 YEAR FLOODPLAI \' 00
16 UTILITY METER LOCATIONS TO BE APPROVED BY UTILITY COMPANIES. Ewing Engineering, Inc. / (SEE NOTE 2) I\ h'
11 ALL INTERIOR NON-BEARING WALLS TO BE 2x4, U.O.N. Albert Ewing \
15 ALL INTERIOR BEARING WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DWG'S FOR SPEC'S / \ \
19 ALL EXTERIOR WALLS TO BE 2x6, U.O.N. SEE STRUCTURAL DWG'S FOR SPEC'S PO Box 2526EDGE OF \
20 ALL HORIZONTAL FRAMING DIMENSIONS ARE TO THE FACE OF WOOD FRAMING, U.O.N. \ 50' STREAM \
21 ALL VERTICAL FRAMING DIMENSIONS ARE FROM THE T.O. PLYWOOD, U.O.N.
Vail, GO 81658 � WATER I \
22 ALL HORIZONTAL DIMENSIONS FOR OPENINGS ARE TO THE CENTER LINE OF R.O. (q70) 471-0124 ! \
23 ALL VERTICAL DIMENSIONS FOR OPENINGS ARE TO THE TOP OF R.O. / \ \
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NOTES - GENERAL SITE /�° '� 56,° I —
1 THE GENERAL CONTRACTOR SHALL PROVIDE EROSION CONTROL IN CONFORMANCE WITH Land Surveyor 7 `/ 02•29„Ei \ a-,--,/ ,_,_„_____\\. CENTERLINE OF 10' OLY C ROSS ( \ \ CFF
TOWN/COUNTY GUIDELINES. ` 3483ELEC TRIC A OSCIATON, INC. \ 9S
2 THE CONSTRUCTION LIMIT LINE IS THE CONTRACT LINE. DO NOT DISTURB ANY EXISTING TREES OR Peak Land Consultants, Inc. / ` EASMENT (REQ EPTIONAT No. 730138) / \ �F�T
VEGETATION DESIGNATED TO REMAIN OR LOCATED OUTSIDE OF THE CONSTRUCTION LIMIT LINE \ \
WITHOUT APPROVAL OF THE OWNER AND THE TOWN/COUNTY. Brent Biggs t,D \ -------___----------\
3 THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE INFORMATION, INCLUDING STRUCTURES, �3�' i= _ \ \ \ \ \
UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, AND CURBS AND GUTTERS THAT MAY AFFECT 1000 Lions Ridge Loop, Suite 1 D / \ i -----
\ / \
THE SCOPE OF WORK PRIOR TO BEGINNING SITE CONSTRUCTION. \d• \
4 EXISTING UTILITIES ARE INDICATED FOR INFORMATION ONLY AND NOT INTENDED TO SHOW EXACT Vail GO 8165-1 / \O, \ S
LOCATION. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES V EAGUE RIVER WATER AND \ \ \ \ \
OR STRUCTURES, OR ANYTHING NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER (q70) 476-8644 / \\ SANITATION DISTRICT EASEMENT \ \
CONTRACT. THE GENERAL CONTRACTOR SHALL LOCATE ALL UTILITIES AND MAINTAIN THE \S> (AEC\TION No. 751629) \ \ U
LOCATION DURING ALL PHASES OF THE WORK. THE GENERAL CONTRACTOR SHALL BE Brent@peakland.net / �' (HATCHED AREA) \ \ f� THREAD OF CREEK \ o
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 \ 12.84, \ \ \ \ CO
GENERAL CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. / / �g0-31 31 T \ \
5 CONFORM TO EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS FOR SEWER / \ \
FOUND No. 5 REB AR BUILDING \ ( � ] O
CONSTRUCTION. PROVIDE SEWER CLEANOUT WITH LOCATION TO BE REVIEWED BY TOWN / \ \ \ \ V/
ENGINEER. EDGE OF ASPHALT DRIVEWAY WITH ALUMINUM CAP SETBACK / ��\ \ \ \
6 THE GENERAL CONTRACTOR SHALL PROVIDE DRAWINGS SHOWING PROPOSED UTILITY SERVICE L.S. No. 30091 / I \ \\ \ \ APPROXIMATE LOCATION OF \ N ,�
CONNECTIONS FOR THE ENGINEER'S REVIEW PRIOR TO CONSTRUCTION. 20.0 I \\ \ \ \ \ 00 YEAR FLOODPLAIN \� 0
7 ROAD CUTS AND ANY OTHER CONSTRUCTION IN ROAD RIGHT-OF-WAY SHALL CONFORM TO TOWN I \ \ \ (SEE NOTE \ FOUND 5.0' W.C. o -
GUIDELINES. / / \\ \ \ \ \ i� No. 4 REB AR
S ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE / ®®O. \\ Z \o \ \ WITH ALUMINUM CAF /� __
GEOTECHNICAL ENGINEER. / ►��0®® \\ \� \ IL.S. NO. 16827 (��/]
cl PROVIDE / ® \ \ \ PEDESTRAIN EASEMENT ALONG \ t"
IMPROVEMENTS.
NOTIFICATION OF ALL DISCREPANCIES BETWEEN EXISTING AND PROPOSED SITE • f►����;®;®;®;®,® ® ® �' \\ \\ \o \ \ C� \ _ PREVAILING SOUTHWEST BANK OF 500 : nl N
®..®® ® ® ® ® ®�����® ...... ® \ _ MAIN GORE C REEK (PER PLAT) > 1— n`
10 CONTRACTOR(5) SHALL TAKE ALL NECESSARY STEPS A5 REQUIRED TO PROPERLY PROTECT / ... ® ® ® ® ® ®......® �.�.� ®,S \ = \ o \ - W
AND MAINTAIN HIS WORK FOR THE DURATION OF THIS CONTRACT. '0 / . ® ® ® ® ® ®...... ..® .. ® ®.� \\ \>> I • •L
11 THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING, \ \\ \ r'- v , Q CN L-
TO PROTECT PERSONS AND PROPERTY. IT SHALL BE THE GENERAL CONTRACTOR'S 5 REB AR / ® ® ® ® ®�������������®OO® � �' \\ \o \ (I) n-1
\ 6- \ \\ 0 o
PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC AND OTHERS. o. 30091 — — ® ® ®�� ���������� ® ®® ® ® \ .00 N 0
12 ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
®7® ® ® � �������������������������♦®®®®���������� ��®®� \ \ \ 0 0
13 CONTRAGTOR(5) SHALL EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL WORK LINES. \ \ \ \ 0
14 CONTRAGTOR(5) SHALL STAKE OUT ALL AREAS, INCLUDING WALKS, PAVEMENTS, WALLS, POOLS / ►.® ® ® ® ®OO® ® ® ...�.�.�.�.�® ®.�.�.��®�.�.�®.� \ 5.00
AND FENCES AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT PRIOR TO PROCEEDING \ cn ►.®,® ®® ®®®®®®®®®®®..�.�.�.�.®®®®�.�.�.�.�.�®,.®®�.� \ \ z
WITH THE WORK. \ o ' I j...® ®®®OO®®®..®,®,®,® ....,®....... ®®... \ \ \ D U , E *E
15 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE oo / ►®®..® ®®® ..��.®®®®®®®®®®.�.�.�.�.�.�.�.�®®.�®®®® \ \ I rn 0 cO
� OOO 11 ....11 ♦ ♦....... x11 ♦ \ \ / O
ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. \ i / 4 ®® ® .... ®®.. ®®®®®®®®®®®® ....®®®®®O®�.�.�.�.�.�.�®®.�.�.®®®®♦ \ m
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16 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS Q o ` \ ,� \ / I \ _ •�
OR POCKETS. SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM 2.5% GRADIENT UNLESS 4 Q DO \ \ �-7N OTHERWISE NOTES. a a a �.�.�® ® ®.® ® ® ®� �.�.�.�.�.�.�.�.�. / o i \ \ I U
�' ° a ..ii® ® ®® ® ®�®$ EXISTING BUILDING FOOTPRINT .�i�i�i�i�i�i�i�i� \ \ \ \ I z n 1 �p U
11 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES, UNLESS SHOWN OTHERWISE .�►�.�.,®®O®®®®®.�.�.�. �.�.�.�.�.�.�.�.� I /rx C\ 20.00 0 J
IN GRADING DETAILS. I ® ® ®��.������® NO CHANGES • . �.�.�.�.�.�.�.� [ 1 \ i I •O •— J
1,5 GRADE AWAY FROM ALL BUILDINGS AT A MINIMUM SLOPE OF 10% IN UNPAVED AREAS AND I ..® ® ®OO® ��®.®.�.�.®. ��.:��®®�®®����®®�®���j���j���. — —� I CCILO \
MINIMUM SLOPE OF 2% IN PAVED AREAS. ®®®®®®®®®®®®�.�.�.�.�.�.�.�.�.�.�.�.�.®I®I ..® ® ...�.®®�.�.�.�.®®�.�.�.�®�.�.�.�. \ \ \ \ \ \ / (n
19 CLEANOUTS SHALL BE PROVIDED FOR ALL CHANGES IN LINES AND/OR GRADE OR THE SANITARY ®®®,®®,®®��®®,®®,®®�����®6��������®®®®®®.®®,®®����®®�����®®���®®������
SEWER SERVICE. Q I ®®® ���������,®®,®®,®®,���������������������®®®����,®®,.���������,®��������®O®���������� � 1 \ I FOUND No. 4 REB AR
5.00 -�� ®........® ® ® ........... ®®®® ..® �����® �� ®® �����., ` ER TY LINE WITH ALUMINUM CAP
20 CONFORM TO TOWN/COUNTY STANDARDS FOR WATER CONSTRUCTION. MAINTAIN 10 FEET Q ®���������������������®O®®�������������������®�����® ®������►��������������®®�������®������� \ .Pop P \ I # Description Date
\ a ®,®® ��,®®®®,®®,®�� ���'®® ®,®®,®�� ������,®®®���� ®,®��� \ I1 0 \ 20' ROADWAY EASEMENT WEST L.S. N 0. 168 2 7 1/ 1 DRB Submission OS/2l/1l
MINIMUM SEPARATION BETWEEN WATER AND SEWER UNDERGROUND SERVICE PIPES. MAINTAIN 4
SEVEN FEET MINIMUM COVER AT UNDERGROUND WATER SERVICE AND ASSOCIATED LINES. NEW \ a \ ®® ®,®,®, ,® ®,®, ®® ®® 1 �` \ I
CURB STOPS AND SERVICE LINES SHALL BE INSTALLED FOR EACH UNIT. CURB STOPS SHALL a OF HIGH WATER LINE OF CREEK i
\ a a .��������������®���������������jj �������������������������j ♦ j.������������������� (PER PLAT)
LOCATED ON THE PROPERTY LINE IN A SPOT APPROVED BY THE TOWN PUBLIC WORKS 1 ����O®® ,0®® \ \
DIRECTOR. — ..�.�.�.�.��.�®����������.��.®O.►®��.�.�.�.�.�.�.�.�(�.�wv®���C___��-�5--- , . A \
— it ��� ®�® j.���������������� ®®®®0 �� \ \
21 IF UTILITY CONNECTION POINTS ARE NOT KNOWN AT THE TIME OF BUILDING PERMIT SUBMISSION, ����®®���®®® ®��������������������������® ®��®������������������®�������®® \
LOCATIONS TO BE COORDINATED AND APPROVED BY TOWN/COUNTY AND SERVICE PROVIDERS C \ ® ®��������������������������®®®®®®����������������®®������������, \ \ /
IN ADVANCE. 1 . �® ..... ®® ®��............�0®��.�.�.�.�.��®.�.�.�.�.�.�.�.� *
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INTERNATIONAL GC ECOMPLY ITH ALL SIDENTIA REQUIREMENTS
AND� THE 2015 E 2015 ENERGY CONSERVATION NAL BUILDING
CODE,CODE,
"ELL AS15 I \ \ a ` a a a , . ® . 1 I 0 \ \cp, i / �PS�� /
ANY AMENDMENTS ADOPTED BY THE TOWN'S AND/OR COUNTY'S SUSTAINABLE BUILDING CODE... \ Q \ @ \ \o \ ---
CLIMATE
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ANY
ZONE 6B \ \ C 3 a Q a 1 \ \� , l SRP
FENESTRATION U-FACTOR 0.32
CEILING R-VALUE 49 I a ® ® ® ®......® ®®..® ®®..®®......����® ® ������� ® ®®® — —
z 1 \ ° a � ® ® ® ®�����® ® ���® ® ���® ������������ ® ®�������®�®�®®O®®®®��i�i�i ' 1701
WOOD FRAME WALL R-VALUE 20+5 OR 13+10 I .�� ®®®®®®®®®i.i��®®® i��® i�������������� ®® �i��®®®®®®® � ®®®�i. \\-)- \ Project Number:
MASS WALL R-VALUE 15/20 \ o BUILDING .....®®®®® ®� ..'®®'®® .,®.................�® ®®�®®�®®�®����®�®®�� 1 0 \ i / Drawn un b m
FLOOR R-VALUE 30 I I SETB AC K 4 ®®® ® ®.®®®®®®®® .®®®O®O®®®®®® ®® 1 y PP
BASEMENT WALL R-VALUE 15/19 -CONTINUOUS/FRAMING CAVITY I ����� ® � ®®®O®,® ® � ���������������® ® ® ®OO®,� ������ � \ \ / Checked b mpp
\ a y PP
SLAB R-VALUE AND DEPTH 10, 4FT N 45°a 7'42'W ....®��....®OOO®...............® ® ®��.,�.�®®®O®�®.�.�.�.�.�.�.�.�.�.� 1
CRAWL SPACE WALL R-VALUE 15/13 CONTINUOUS/FRAMING CAVITY 1.80' a i / \
HEATED SLAB ON GRADE R-VALUE 15/19 1 ® ®®®O®O®,®,•♦•♦•♦•♦•,®®'®® •••,®®®O®®,�,®®®�,®, ��i���i�i�i� \
COVER, SITE PLAN
I _ FOUND No. 5 REB AR
\ I \I I • / WITH ALUMINUM CAP
\ , L.S. No. 30091
1 C4 I r 50' STREAM I C
\ � 1________\-------H4 SETBAICK i _
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s89° 04'36"W 28.75' GRAPHIC SCALE
FOUND No. 5 REB AR I - • •
WITH ALUMINUM CAP N00° 55'24"W 5.00' 1 \ I o 0 5 a 20 40
L.S. No. 30091 UTILII DRAINAGE EASEMENT
1 22.00= — .�
25 -
cn ( IN FEET )
0 , A0 . 0
0
1 inch = 10 ft.
ACCESS & UTILITY EASMENT /
(RECEPTION No. 716062) SITE PLAN . \
(SHADED AREA)
0
.I„ =
.I01_0
„
/ FOUND No. 5 REB AR
EDGE OF ASPHALT DRIVEWAY WITH ALUMINUM CAP
L.S. No. 30091 Scale As indicated