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HomeMy WebLinkAboutDRB120568 PLANSREMOVE EXI5TIN& PARKIN&, RELOCATE GUARDRAIL. Q i f EXI5TIN6 CONCRETE PAN TO REMAIN-- / C / — W W t C-) / l 4, I ' C ENERAL NOTES I. ALL WORK SHALL COMPLY WITH ALL APPLICABLE: CODE5 AND ORDINANCES. 2. CONTRACTOR(5) SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR FOR ALL GRADES, WALKS, 5TEP5 AND WALL5, AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO PROCEEDINO WITH WORK. CONTRACTOR SHALL CONTINUALLY VERIFY GRADE-5 AND SPOT ELEVATIONS, DURING CONSTRUCTION, U51NO A SURVEYING TRANSIT, TO ENSURE THAT FINISHED CRAPES AND WALL5 ARE CONSTRUCTED PER PLAN. 5. NOTES AND DETAILS ON SPECIFIC DRAWIN55 TAKE PRECEDENCE OVER GENERAL NOT55 AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES WITH GRADE5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. GRADES SHOWN ARE FINISH GRADES, SUB67RADE5 NEEDED TO ATTAIN FILL OR TOP501 L PLACEMENT ARE NOT REFLECTED. HOLD FIN15H CRADE5 FOR PLANTING AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLESS OTHERWISE NOTED. / / O LOT 33 0.45!7 AGRE5 45 FOREST ROAD N12 °20'00 E - 137.12' � LA� l 4 \03 1 t I 1 ! 1 1 \\ 1 © 1 1 I f l v I ( I I i 52445 p EXI NG % >iR( F(OINT/ f ON In m** 6. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH SECURED 5TRAW BALES AND /OR 5 VqRAPS OF SNOW FENCE PER TREE. A 6 FENCE SHALL BE ERECTED AT DRIP LINE OF TREE. 6" OF MULCH MATERIAL SHALL AL50 BE SPREAD FROM BASE OF TREE TO DRIP LINE OF TREE. ?. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. PROVIDE A MINIMUM 5% AND MAXIMUM 50% ORADIENT. UNLF55 OTHERWISE NOTED. 8. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE GEOTECHNICAL ENGINEER. q. ALL BOULDERS SHALL MATCH STONE VENEER USED ON HOME, AND SHALL RANGE IN SIZE FROM 25- 5' DIAMETER. ALL BOULDERS, AND BOULDER PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. 1 1 t 1 1 a 1 C) ( Il Il 1 lI t I I 1 1 1 1 t 1 i i 1 1 1 1 l I 1 0 OD c t 1 I ! t 1 of ! t f ! r . I mi l. 1 1 � I 1 1 °z< r r o 1 1 1 ( ! 1 1 1 1 00 1 } t 1 i i 0 OD } yo I} I} I 1 I ( } 1 } } 1 I o 00 CD ILI 1 } } I 1 Lu 1 1 } } I t } i 1 1 t \ } f > } � I `i } i 1 1 } ST u 1 OFO AIL M m REVIEW TEMPORARY EROSION (fONTROL 1. THE CONTRACTOR SHALL PROVIDE: EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES. 2. A "GEOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH GRADE 15 ACHIEVED. 5. AT THE BASE OF TOP501 L OR FILL501L STOCKPILED ON SITE, A "OEOFAB" SILT FENCE OR 5TRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTIN6 THE RELEASE OF 5EDIMENT -LADEN HATER (MUD) FROM THE SITE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE ARROWHEAD OFFICIALS, IF PRO5LEM5 OCCUR. i ARCHITECTURAL DESIGN FIRM 11119'Romel 0 w ARCHITECTS r! / BEAVER BLVD SUITE 207 BOX 5300 AVON, ! 81620 + 7 0.94 9 11 Ir- .• N a c+ i i o S 0 �- U) '► 0 / C / — W W t C-) / l 4, I ' C ENERAL NOTES I. ALL WORK SHALL COMPLY WITH ALL APPLICABLE: CODE5 AND ORDINANCES. 2. CONTRACTOR(5) SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR FOR ALL GRADES, WALKS, 5TEP5 AND WALL5, AND SHALL OBTAIN THE APPROVAL OF THE ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO PROCEEDINO WITH WORK. CONTRACTOR SHALL CONTINUALLY VERIFY GRADE-5 AND SPOT ELEVATIONS, DURING CONSTRUCTION, U51NO A SURVEYING TRANSIT, TO ENSURE THAT FINISHED CRAPES AND WALL5 ARE CONSTRUCTED PER PLAN. 5. NOTES AND DETAILS ON SPECIFIC DRAWIN55 TAKE PRECEDENCE OVER GENERAL NOT55 AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES WITH GRADE5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. GRADES SHOWN ARE FINISH GRADES, SUB67RADE5 NEEDED TO ATTAIN FILL OR TOP501 L PLACEMENT ARE NOT REFLECTED. HOLD FIN15H CRADE5 FOR PLANTING AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLESS OTHERWISE NOTED. / / O LOT 33 0.45!7 AGRE5 45 FOREST ROAD N12 °20'00 E - 137.12' � LA� l 4 \03 1 t I 1 ! 1 1 \\ 1 © 1 1 I f l v I ( I I i 52445 p EXI NG % >iR( F(OINT/ f ON In m** 6. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH SECURED 5TRAW BALES AND /OR 5 VqRAPS OF SNOW FENCE PER TREE. A 6 FENCE SHALL BE ERECTED AT DRIP LINE OF TREE. 6" OF MULCH MATERIAL SHALL AL50 BE SPREAD FROM BASE OF TREE TO DRIP LINE OF TREE. ?. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. PROVIDE A MINIMUM 5% AND MAXIMUM 50% ORADIENT. UNLF55 OTHERWISE NOTED. 8. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED BY THE GEOTECHNICAL ENGINEER. q. ALL BOULDERS SHALL MATCH STONE VENEER USED ON HOME, AND SHALL RANGE IN SIZE FROM 25- 5' DIAMETER. ALL BOULDERS, AND BOULDER PLACEMENT TO BE APPROVED BY LANDSCAPE ARCHITECT. 1 1 t 1 1 a 1 C) ( Il Il 1 lI t I I 1 1 1 1 t 1 i i 1 1 1 1 l I 1 0 OD c t 1 I ! t 1 of ! t f ! r . I mi l. 1 1 � I 1 1 °z< r r o 1 1 1 ( ! 1 1 1 1 00 1 } t 1 i i 0 OD } yo I} I} I 1 I ( } 1 } } 1 I o 00 CD ILI 1 } } I 1 Lu 1 1 } } I t } i 1 1 t \ } f > } � I `i } i 1 1 } ST u 1 OFO AIL M m REVIEW TEMPORARY EROSION (fONTROL 1. THE CONTRACTOR SHALL PROVIDE: EROSION CONTROL IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES. 2. A "GEOFAB" SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT IN PLACE UNTIL FINISH GRADE 15 ACHIEVED. 5. AT THE BASE OF TOP501 L OR FILL501L STOCKPILED ON SITE, A "OEOFAB" SILT FENCE OR 5TRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT AND SEDIMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTIN6 THE RELEASE OF 5EDIMENT -LADEN HATER (MUD) FROM THE SITE AND SHALL BE REQUIRED TO INSTALL ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT OR APPROPRIATE ARROWHEAD OFFICIALS, IF PRO5LEM5 OCCUR. i ARCHITECTURAL DESIGN FIRM 11119'Romel 0 w ARCHITECTS r! / BEAVER BLVD SUITE 207 BOX 5300 AVON, ! 81620 + 7 0.94 9 11 Ir- .• i i g �- U) '► 0 r7ul ., > '00) > uj Ill fi �I 'I've ti..,.,.-- - -....» ff CIO / / / I / / / /C& f f3 ff ff 1BUILDNG6EMACK LNE i 0 Fl--21 IN'r-M. EXTMIM rms IZ-!6 IN IWOF/CEILM5 ALL OTHM KALL5 5HALL HAVE tWACED (5•UND ATTEWATION) q IN-2xb MMINO 4 R-15 IN-2x4 MMIX9 INLE55 NOTED OTHERK15E ON KAU rrrE I-WeV. 9 I 51 5 "0 1 i MW ARCHITECTURAL DESIGN FIRM --4--0PE:Z OUEFRRA AftQUITECTOS laonluseotec 0 ARCHITECTS z 0 0 4 8 E BEAVER CREEK BLVD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda@vmda.com FAX 949,5205 El, 'CIF VA FRIEVIEW BOARD P F- SM KALL LEOEND ON 5HEET A4.5 Lo i MW ARCHITECTURAL DESIGN FIRM --4--0PE:Z OUEFRRA AftQUITECTOS laonluseotec 0 ARCHITECTS z 0 0 4 8 E BEAVER CREEK BLVD SUITE 207 BOX 5300 AVON, CO 81620 970,949,5200 vmda@vmda.com FAX 949,5205 Lo (o 'r- co (D Z oo� oo� W 0 CIO) '- J u J d O W o �A U m "WpO Z cvi U) �J) x .11 ARCHITECTURAL DESIGN FIRM LOPW.Z GUMIRKA AFRQUITMOTOS S.C. 71 Jj m ok ARCHITECTS 10 4 8 E BEAVER CREEK BLVI SUITE 207 BOX 5301, AVON, CO 816211, 910.949.5200 vmda@vmda.com FAX 949.5205 Lo CD 00 Z 0 IZ cn 0 —J W 0(.9 C) uj W 0 LJ6w W 0 w —i ca WS-30ARD 4*w uj cy) 0 � 0 Fj) W 161 A E53 G D E IlAa V F—1 A.S'l TL 1 11 -4 51-11/21, -0 W-10 142" -25'4" 7 �o W-10 1771 6-4 -26"x2b" (FIN&E STONE F — — — — — — — — — — — — — — FIER )AV 50" )4�5 STONE f'�A*Tff cAp I= op, BR&� E: BEAR 15UILDNG SETBACK LINE ti: 7 N 4— X movii - =L METER J DW 1 M4E35r= 77-7777-T7 I , um 7 F ME. —Ac ------ m 'I i0o- J PANELS s' r2 &231 W RANGE w/ HOOD . ......... SELF CL 0511s* 20 m1k r-IRr= oven 01L=6.101 3 3a6 k:, . ...... r% ATE '-F ENTRY vv 19401 0 U THU PICNIC, INSTALL 5/6' TYPE 'X' BALCONY' -N G.WAB- THROUGHOUT 15- 1'rCHE 4 2 TC 4 GAS OIL 823I80' \-F OARA6E L 4-1 ----- ----- ------ 4 1 6 1 a 9 L — — — — 2 A i 308 <3:,2i>, > &ARAC�E -------------- A-clll��� 1-2 ir J F5o!31 C2 _ — — -- — — — — — — — — — — — — - 2 4 "2 FSZE-r-A ICATED 39,' --- — — — — — — — — GAS FIR E PLACE bs-- 501 ' SA HEAT 4 GLO, 0NTANA 3ro, F - - ------ ------ q. INe TALL 5/$' TYf=r: G.U)B, THROLIGHOUT C311) -A cl'-b V2" EL EVATOR SHAFT IT 6'-4" lo NEST HALL FIRE ELEVATOR 1/21, JRAtiX DOOR )> I F 125 W/ TI-0 SHOLP 505 LID 3 III; III DINING Zt 4 2 12 -27 NA3.27 NQ I ........................ - ... ....... NAa d li, /s ..... 112 ... ... ........ 'T.� i X 's OL emgvlo' LIVI PRE -FA13 T054-r-IREFL rzy-- \-F N67 TOUN 4 C4XNTRY r-IfREPLACE6 W1 15UFNER 4 el-A� • 7— POR-El IN-PANE a ...... DOWN ..... 6RAND ROOM < Fl .... ......... J Js 1/z M WA) f 12 .7 3, R x --s § NE \M 7� x L .......... .... .... ..... 3 ICE V zp I 1 1) ARCHITECTURAL DESIGN FIRM LM= �01 Im LOPEZ QUEKKA ARQUITECTOS S.C. 1'nl use ec Elyfflamwiffff-anw, 11 0048 E BEAVER CREEK BLVI, SUITE 207 BOX 5301 AVON, CO 816211, 970,949,5200 vmda'vmda,com FAX 949.5205 7* 5L2 DO AN e�'-2 1/2" 1/2" L--------------- UT BAR FOYER ---------------- z 00 OIL X318' N 5T OR I-IF TRY LL f --------------- , zz r2 LJJ 0(.9 J Q< 's _j J f F 1 11 u L x LINE Or- ROOF ABOVE Q� .......... 5, 6,0� RANGE BALCON"r _.. _ ( 316 I I I 1 uj UJ I III II 11 II II D 777 . . . . . . . . . . . . FIER, 1/ 50 X 50" TONE 11 LlNltlor-r-LbbReEdl�pq CAP I OR MONZE BEAR Lu c) LAw 0 — — — — — — — — — — — — n -j w m 1 ir 56" HIC44 "ARDRAIL 4 2 u u u 4P 4H L1 z <; 19EVIEW I 110,15,RD uj LIBRARY L N E R-1 40� �S Q� w SEE WALL LESEND ON SHEET A4.5 N L s r TH I ORD FLOOR PLAN V 56" 1-116H L%LA-RILI SCALE: 1/ 4 u 1 off . .. ....... . ...... .... 7 ET Lt JL tj THESE RE DOCLMTS FOR BIL 4 BUILDING PEF41IT RE — SUBMITTAL s PREPARED QED MDA 4 CONSULTIN63 ENGINEERS AS ADDITIONAL SERVICES HAVE Ir DESIGN RFEVIEW 50ARP APPROVAL FROM HE OWN OF RECEIVED T T VAIL. "s "s "s THESE ARE PROVIDED FOR OWNER REVIEW, REV1,51ON6 4 ENDORSEMENT OF _4 7' REVISED SCOPE OF WOW, 4 INTEGRATION OF CONSULTIN65 ENGINEERS /s 7777" .1-11 -7 PRODUCT AS SAT ISFACTORY FOR SUBMITTAL 4 WNSTRIJCTION OWNER DOES tj UNDERSTAND MINOR ADJUSTMENTS MAY 5E MADE TO ALLOW FOR EXISTING ......... z —4 CONDITIONS, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE OR REQUIRED FIELD NO ...... CONDITIONS, INI <\,A ........ .... . .. ........ K4LL oo 6-4 GERMAN LARlQr=A OWNER or RAMON ALONSO, OWNER REPRESENTATIVE DATE F A3 fi r43. E3 3 x43.1