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HomeMy WebLinkAbout1450 Buffehr Site Plan.PDF (...) \ ....:\ \ o.-1 1) The Contractor shall conform to all Town of Vail rules, regulations and stipulations while accessing through or working on site. 0 o 2) The Contractor shall schedule a pre-construction meeting with the Town of Vail, the . a Z N 0 Architect, and Marcin Engineering at least 48 hours prior to the start of construction. \ n�� (0 < I'` Plans for construction will be distributed at this meeting. No construction will be \ OT 3 w o N permitted prior to the pre-construction meeting. r,,,. 0 .\ ,i' b--1 t EXISTING RETAINING WALL / , rill p 3) The Contractor is warned that conflicts with existing utilities may exist. Prior to I1 \ \ GENERAL NOTES N X beginning any construction, the Contractor shall contact all appropriate utility r �, �., o 00 4 ii. companies for line locations, and Contractor shall locate all utilities (including depth via c „At �' /1 -i 'si- potholing)• Neither Marcin Engineering nor the Owner assume any responsibility for utility eP ' ' [ I''� ations• An conflicts with the proposed construction shall be brought to the attention 2I '' ._ PROPOSED BOULDER WALLS (TYP )• ,i‘‘ \ \\ w , of Marcin Engineering and the Owner so that minor neo grade changes can be , rr -" ,4 made to eliminate any conflicts with these existing utilities. All existing utilities shall be - " 1....14-._,* = 41 0 Q protected from damage by the Contractor. Utilities that are damaged by the Contractor . ' .,� 11111 , - 0 N0 , \ that were properlymarked located shall be repaired bythe Contractor at no expense to 144::'06,,,aL, �►" S 6 ft > eP P - sli.wl i-� 0) the Owner or Engineer. •, - ''`� '4111� '`"� '1°.: 764) Contractor shall obtain, a# its own expense, all permits and inspections (except for S' isx 4414 :: , / ,,t building permit), which are necessary to perform the proposed work. '`` .,, a ,yili ,_\ ;40.A\ t 4cC 5 The construction of all roads, sidewalks, curbs, earthwork and other infrastructure /�, 1r.,�► devel ment not s ecifiicall ecified b s orate utilit com anies, shall be constructed 'SS .- ,_;�„ . �''0` elaccording to the Town of Vail municipality standards and specifications, Colorado 800 ,r,` •� • ‘ - k 0 A\k, \ Deportment of Transportation Standard Specifications for Road and Bridge Construction l - ,� ,.,,� 0 68 \ \ 2011 Edition and latest revisions, CDOT Traffic Standard Project Plans, 2006 edition and �W �' �► . . 20 FRONT BUILDING ENVELOPE TOW: 8480 -��► Nitt ..latest revisions, and an� supplemental specifications provided with the contract. The • �.��.,��6� .,,� �� \\I:r 1\b**111.:)::111'40414 Contractor shall obtain copes of these specifications and plans. The Contractor shall BOW 8476 �• 1:�, ''�►�.�• PROPOSED t �1. 58 ° have one (1) copy of the plans and one (1) copy of the specifications at the Job site at '-''�� A'�. ► ,, GRASS TERRACE �` �� r.�� all times. �': ► �;,: YS PROPOSED MINOR CONTOUR EL: 8475.3 ,.R a.,� I - fi All site development will be constructed to the above mentioned Colorado Department p I �•� [►"` of Transportation Standard Specifications for Road and Bridge Construction 2011 Edition - // r. ��. rirt.rttat! . . • GARDEN ROOF :t�. t ,.and latest revisions, and Town of Vail municipality standards and specifications as may ` OW 84,88 �o t i i 84 s \\111t;be applicable. when standards conflict, the standard judged most restrictive by the 8490 "-:� ►:�' \\ ‘ ‘ Engineer shall prevail. The Contractor shall obtain copies of the Town of Vail municipality 88 ... 7 '"' {: _.,,�. ., 4 � �' r►� , � PROPOSED MAJOR CONTOUR standards and specifications in its most current edition and have that copy on the siteINSTALL +'�► NDS �"`at all times. 84 GARAGE EL: 8476.0 ‘'"S DARE GRATE �►Q 70 ,. ►` .1*. ii,,7) Contractor shall not scale drawings for construction purposes. Any missing dimensions TOW 8474 ` ;�t \ ``or discrepancies in the plans, field staking or physical features shall be brought to the 82 - TOW: 8482 UPPER EL: 8475,5 . , ` i „attention of Marcin Engineering and the owner. If the Contractor proceeds with the work BOW 8470 ',;,�;• •' INSTALL 44 LF OF` 4 PVC BOW: 8478 MAIN EL• 8464,5 ., 82 0.'without notifying Marcin Engineerkig and the Owner, he does so at his own tisk. t [MI TOW: 8468 , f PIPE AT 2� MIN.1 o LOWER EL• 8453.5 ) 8 Observations of the work in ro ress and on-site visits are not to be construed as a �""''� t, 76 BOW: 8464 58 HEAT TAPE MAY BE REQUIRED Guarantee or warranty by Marcin Engineering of the Contractor's contractual11Foo CONSTRUCT CONCRETE RETAINING MALL1.010 �► • PROPOSED BUILDING TOW: $462 11 responsibilities. • .a r $pma�.yq . I 1 ‘\11/- / 4) FOOTPRINT BOW: 8458 4 9) The Contractor is responsible for all coordination of stockpiling of materials. The • - ' E Contractor shall coordinate with the Owner and the material supplier. RE. STRUCTURAL, ARCHITECTURE -� 0 IT I$$ :11\1113111i ;. PROPOSED ROOF OVERHANG 1 10) Construction staking is by Contractor. /ft. COORDINATE WITH • # ' . PROPOSED LOCATION FOR ELECTRIC 84$8 - - • 'lilt / itl i .3C o X 84/ ARCHITECT T P 11) Benchmarks: Contact Marcin Engineering for site benchmarks. R 1 D Q0 c4 t=-.....i,.....,, A CH TEC LAN S 5 j, METER F • f ., / 4111 / /yam � ijja - 12) Safetyis the responsibility of the Contractor. Neither Marcin Engineering or the • •• em:im,' ) IF il I !i.sP Y g g _, �/ / a L► owner is res onsible for safet in, on, or about the ro t site nor for com liance b 77 • - 76 the appropriate party with any regulations relating thereto. ,« ,`,t,Q ,: A, , 0' • • • / le •�•• 13 The Contractor shall take all appropriate recautions to significantly reduce an ..•.°. �$ •° _ .40.0 .° / �"`40/ 15 SIDE BU L.Q NG ENVELOPE • •P gn Y Y _ a= • • ¢ - • INSTALL 8 NDS SQUARE f „� 4) C...).• . 1k potential pollution caused by his or her activities, including vehicle fueling, borage of / • ; a • ,y - . T .,�„� fertilizers or chemicals, etc. The Contractor shall hove identified procedures for handling pjj - • a ' • 4 INSTALL NDS 666 potential pollutants and have identified spill prevention and response procedures prior to kk. • o _` • • ::. ---- "6any activities at the project site• INSTALL 2'X3' TYPE 13 VALLEY INLET4,44 % , i ,-. .°'• • • ° - DOWNSPOUT LOCATION (TYP.) 56.3 �' lot/7 / GRATE SQUARE - UVITH CONCRETE BOX 14) The Contractor shall keep two (2) sets of contract drawings marked to fully indicate • P °e • ` . - // a `o . «. •°• -COORDINATE WITH ' / / ( 1 7 CO > (1 as--built conditions. The drawings all be provided to the Owner and Marcin Engineering GRATE RIM = $474.5 }' ° i , a+ .. ° - . f ` • - . ARCHITECT PLANS iii / ( - / @ 053 upon completion of this work. Three (3) os--buil# ties to all services, fittings, valves INV I N = 8470.(3 ' `, . . . ` °- ` o . a. . 43 and manholes to physical monuments are to be provided by the Contractor. Y� f X • •_ t .•• I. •• a • „ °"� pc i i I . 75 • «a , • INSTALL 35 LF OF 4 PVC �b /4P(//// / * 15) The Contractor shall maintain existingdrainage channels culverts and appurtenances -� ' $° • • /• . r - • PP / r ,► Q . . PIPE AT 2% / A during construction, as necessaryto protect roads and property. -�►. r ,�► / a 78 - . -4- a . • HEAT TAPE MAY BE REQUIRED 4 f 1 A / PROPOSED LOCATION FOR GAS 87.50 • « o «.• « • a '� �' 16 All areas disturbed duringconstruction shall be revs stated accordingto Town of Vail \ L: ,,��,.;;r G standards. METER lirt s ,. . x 'tl- � � � • a 56.3 •0 /'q / i) 1 1 „; ,. - - -- _ 17) Topsoil shall be stripped and stockpiled. . � 8" / /' ' 4'4 • ° a r a• • r a `o 8" © �4/ f • INSTALL 57 LF OF PVC PIPE •° •• ° • •• a INSTALL NDS 4/ a / 18) Oversize boulders (Rock Excavation as defined in CDOT specification 203.02.d) ,,`� - EXISTING CURB AND GUTTER encountered duringthe work shall be removed and stockpiled in a location designated b 7 AT 2% (MIN.) A. .. . . I, SQUARE GR ATE .the owner• No extra payment wi i be due for this item of Work. / \ HEAT TAPE MAY BE REQUIRED „� A A • .x4 . 4;7 • �.. Q�' / / / / 19) // Contractor is responsible for daily cleaningof all access roads and otherpublic / \ �1'',a . O• �- " /ir q /4 / 2 / / # sP Y I N STALL 20 LF OF 4 PVC i / streets necessitated by his or her activities on the site• i •• • / / . . « �� PIPE AT 2% (MIN.) i / / 1. . a , • 20 Dust control is incidental to earthwork construction and shall be provided b ,,,,B4-4----- • ` '. • • _ 12.00' • `• 77HEAT TAPE MAY BE R E U I RED , / / �' V• P yo� �O fe- ,1.4 � ` Contractor, at no cost to Owner, in accordance with the Town of Vail municipality 4 e6 x / LOT 1 a O r • °�standards and ecificotions. PROPOSEQ 1,296.0 SQ FT .- r ., . . . � - � �79.6 �° . o e - TOW: 8470 / / / 10' WIDE UTILITY EASEMENT . ASPHALT DRIVEWAY • \`L d . 4.,,,-. ���� 4411%;/ 21) All construction activities must comply with the State of Colorado permittingfor . •` A -fi,/iii.,/ �� BOW: $466 / , / RO. 201104205 "Storm Water Discharges Associated with Construction Activity and Air Pollutant Emission (HEATED) - ::„;'/O " ''' . .�' �� if i / 1► F SEWER SERVICE TO BE RELOCATED INSTALL WYE INTO 0 co Permit. For information contact the Colorado Department of Health, Water Quality I •r _ / Control Division, WQCD-PE--B2, 4300 CherryCreek Drive South, Denver CO 80223 \ r��'''` • ` PROPOSE 817P,V 61.334 . • ° . � C � ��I'` �� � � 57.33 / Attention: Permits and Enforcement Section Phone (303)-692-3590. The Contractor is TIE INTO EXTERIOR DECK _ _( aresponsible for this permit. ,�.. ° r •RE• STRUCTURAL, `. . = fie► INSTALL 8" NDS ,. E -,,r ,� SQUARE GRATE22) The Contractor shall provide all lights, signs, barricades, flagmen, or other devices ARCHITECTURE xrO - °: `-,9'• /.4' . t 56 P fI( necessar to rovide for blic safet in accordance with the current MUTCD code. • • . • !.:' 70 • 58.83 /- Y P Pu Y �` ., a , s • • � • , r ,/.�, +�,- 4 PROPOSED://://7/1/ BUILDING The Contractor will be responsible for ail construction zone traffic control• ., • �. ,11r; •. °Q - PIER TYPcn / 23) Disposal of trash, asphalt, concrete, and construction debris is the responsibility of - • • - a • _ ' ' 74, ;vf .�'r ciiZ the Contractor and considered part of the work. AS 78. - �.rj / ! / / C► - dlo i. . .* - 24 The existinga halt adjacent to all new pavement shall be saw cut and removed a X `*".arIc '�.� :, ,,,� �' �° P INSTALL 4 WIDE CONCRETE VALLEY r q. 7,,,,,,, : � ,` - -'-„ CONSTRUCT CONCRETE RETAINING WALL > minimum of one foot back from the existing edge, or•until an acceptable existing cross • a �.. / ls.jslope is achieved to assure a straight edge for the joint. A tack coot shall be applied to PAN PER TOV REQUiREMENTS a .a �b 0 (TYP•) 0r the freshi cut mat and allowed to cure to facilitate o ' int in accordance • • 84.34:77.,:.- t� Y existing good ' Oo e • - I 7 -- RE. STRUCTURAL, ARCHITECTURE x . / / d" with section 407 of CDOT's Standard Specifications For Road and Bridge Construction, O . ,latest edition, PROPOSED GUARDRAIL • . _ 4.44,174, ► PROPOSED UPPERSEE DETAIL E ON C2 � . - �' � / , - 25) The Contractor shall provide erosion control in accordance with Best Mana ement ./- -�� TERRACE TYP.) Practices. �..•� _,�,-.ri�� , // - // CONSTRUCT MSE >„„ <8,/ "� "• - ♦ INSTALL 17 LF OF 4 PVC RETAINING WALL � ���- 80 .., `,010,„ ; '' • PIPE AT 2% (MIN.) __ ____ _ __ __ _ __ _._ _ __ __ __ . _ ,�''���,.,�.� TOW: 84$0 ,,,e HEAT TAPE MAY BE REQUIRED wl8484 8484 .r. • .atei•••-- ,,, 4/1107, BOW: 8476 . #:..., r Et I 0,0- '44 -7 V v oe-- ..----- ...-----e , ,i, - V7 ,, "->g' . <' •.'` ix/ 4'X8' RIPRAP DRAINAGE EXISTING GRADE • = ...k,3. VALLEY PAN � � INV OUT 846 0.5 ����-���-� �;�".$r�: e (5 RIIIIIIII.III -0 6 X$ RIPRAP DRAINAGE o � ��x; 8482 8482 .�' 7 / / 1 ..... i __AlSe d ' 7 7 ,40# ,..7. 7".' t ., . 4-4 0 , ..,„ ......, 4.......-•-• ''. /17 • V t ,„,.. .0," ‘.#°"' ''''''''' 601/ "" .7 % -.4.. - ----- ---4 'Aiiiiiiic', FV:4'bi----- ''.. '• di- / '''''' LOT 2 V �- 324 ` " . - �Z i C l'' 12,977 SQ. FT ®. .�► .� f 3 4- • .rte � w �i_..,I� �O A i�S _4 0 4 '` >.....5--17„ F ' ..7 ,00,...--- 1' ''''ZMTY10 7. .7:0e°. - . ' " C J\°41 .01#' .7"' .,7-- ,i, , .0/0°.° - • .00#°. ..?"--. ,,,"--' 0,0"*. ..-7-1 ,,,,,,,,;„<„..0--#- ,••• \\O' r ZZ #00°. O. d,"/"' s'''''' ,"'"?' • >.$(.. -‘i 8478 - 8478 �' '' .,,� G o 1 PROPOSED GRADE , -- 4P . • Y ‘F. c C- Cr I "---:" / / ,,,,,a,„ i ...." .-•-'-' #7"-- ....,---- ,-----:,---' • '?''' ....., ..--- ----"-- #.„0---------<- ' • GRAPHIC SCALE --�` '�0 ...,,- ,---- ..., - Q 1 t3 �5 20 3Q 50 " ---- ,---- . ' 8476 +`o ___ 8476 __ ___ /0.7 • EXISTING MAJOR CONTOUR 7 ® PROPERTY LINE (IN FEET) �is ------ „,-- .-- � �, 1 inch=i0 ft. 0. 7 . .T:_,_ JOB: 17012 ' _ DATE: NOV. 21, .4 00' �. /of EXISTING MINOR CONTOUR 2017 i 8474 8474 >-- 7 ) N u7 CO co tt)'.° ((C7a.� ��,, o ago !� , \H.- _____ ......;,...-->„ COSHEET CO ec0 ..."' ,,) C -�- - •' 7 i1 ...,----- ----' \ • . - 0+00 0+50 0+97.83 ------ ---- Ca.".1 s • s Alignment: Proposed Driveway Stations: 0+00.00 0+97.83 Horizontal Scale: 1"= 5' Vertical Scale: 1"=0' 1 i , i