Loading...
HomeMy WebLinkAboutB12-0278 plans Corrections Required Submit erosion/sediment control plan �,��°� �°���.� submit construction staging plan �� R �° K E�` AY MATERIAL SYMBOLS: � B�iDGES II * �aaQ�7� � . ���� `�� �'s�� ���� EARTH PLYWOOD ' o 0 � � � N y y LOT 1 O, BLOCK 2 `�� � � � L` � .°�' ,°�' / M � � O O P�RVious �i�� � � �iNtsNwoo� BIGHORN SUBDIVISION FIFTH ADDITION i�%,i!;ii�!i' v i � a a !�!���iii;i %� �- ���� ��� stoN� MASONR�r w000-ROU�N 5 O 5 6 M A I N G O R E D R I V E N O RT H S) �' � � ° A1.30 BUILDING HEIGHT CALCULATIONS ~ � STRUG7URAL CONGR�T� \ BLOGKING� VA I L, C O L❑ RA D ❑ � 3 3 , n � A 1.4 0 D E M O L I T I O N & C O N S T R U C T I O N S T A G I N G P L A N �, � � 'y � 3 GONCR�T� MASONRY UNIT Cxl'PSUM BOARD ~ SURVEYOR z BATT INSULATION RICsID INSULATION 1 � � % C 0 N S T R U C T I O N D � C U M E N T S TOPOGRAPHIC SURVEY 't�- ST��L/M�7AL AS NOTED CARP�T `=� � � �� vUNE 27 , 2O1Z civi� - `` A4.00 A3.00 C-1 SITE GRADING & DRAINAGE PLAN � BUILDING S�CTION R�F�RENCE �L�V,4TION R���RENC� � , 1 � ARCH ITECTU RAL A6.00 `� \A6.00 A2.00 SITE PLAN Provide plans for the required Radon system per the IRC � A2.01 LANDSCAPE PLAN DETAIL R�F�R�NCE DET.41L R�F�R�NCE ' �� �,' T.O. PLYWD 1 � � � �, �, I �oo�-o�� as.00 �` "� A2.10 FIRST LEVEL FLOOR PLAN �� � �� ° o �..; � �` ���" �� A2.20 SECOND LEVEL FLOOR PLAN � ; 1-I�IG�sNT R���R�NG� SEGTION R��ER�NG� �ia •�. � ! ��� o ° �� ,� `� �- �, A2.30 ROOF PLAN -a � , � � !� .,�._ "�, �� o � o � � � o � o ROOM NAME �� ;��.. "� '�" ,� A3.00 EXTERIOR ELEVATIONS • � L? o � � �� �� �� ��'"` A3.10 EXTERIOR ELEVATIONS a > 0° ' � �� ..�ull� N'�� � �,� � � O = � �, w� ""�. *��.., �' A3.20 EXTERIOR ELEVATIONS '' ° a � R�VISION REF�RENC� ROOM NAM� � �„ � �-. k, °; `�- � T- � A3.30 EXTERIOR ELEVATIONS .� GRID w�� ��.._ ` O � , ..>,�� ,. �,.: «� '�- �--__ --- ._ ___�_ � - _ :�;�� ` `"'��. ", � - ' "'�' � A3.40 COLORED EXTERIOR ELEVATIONS �� � .� , d 1 , ;. ) , : �� +e� '' 1 , � � .� '�}� I �� .-_ -__ _ __ -. Jr� (l ,� 'ra . __ I _—_ �_�,y.. ���, r, �,a�n _ � 7e�� , � . ,�au} �RI� BueB�� IUALL TYP� REF�R�NGE � ~ � _� �� � � ���; _: � � ��� �� �-�"` '. � A4.00 BUILDING SECTIONS ,.s i'�,n z .�{�� �"`:� � ��... � ♦ w '^ T a j' , J f 'L.,. '�.. f p.. � '� „,. „� ,. � N���! �I� �— �. �� j� , ± , �` ,. .�„� ��'� � _ _ ' .�.,{ `Y, , I, ` f ''I .�� �, e� � . A4.10 BUILDING SECTIONS . , �� .,, �,�� �� .�, ��� � ��:. , �� � � � � �� � �: , "'d�, � � , 4 . 2 '�14; .. ,� ,� 31 ;��� � � � �i i� '' 3 �� � - ���. - ��,�..v`��,��� �� "�� ` " �k, , . . �� ` ' ' � .�� � �, n.. A�o � , '�'�� � � i � � � � A4 20 BUILDING SECTIONS A �F � � , ��� �� �- , ��� �y , �i� �� � , �r , . �..�� � , �x ,,� � t � !- � ��� � � . ,�� � , � � . - � , � _ , �... I ; , ,� � .,.., �� , ,��v� ��� ,i i I g , � � ,�.,, 3 '�i.., , � � `*,:'r� �,aN,' .�j.�^PF '' -��„ i..� �.. � �� _-— '�t�, t�<�ti k�'.r..��'''°'� m,i � .*, i;,� .. , ��.. J -"=- , �� �� ,h A4 30 BUILDING SECTIONS �, ; , � �- ��, �� .� . �'y i , '__ .. ��:. . _ _ _ ��--.�_ '' � � 'i'.'� � � � .. Ya _ -r"d- �„-,� y �`..}r a. .. • � ; �-�:� � A4 40 BUILDING SECTIONS ., :2. ,q. , ��. � ,__� . _ � �•� ,. � �, � ,,;e , — ���"'�" , �'m � i INT�RIOR �LE�/ATION R�F�R�NG� UJINDOIU TACs t'� :" . 1" T��% ° "��p � - "' - a� - ' _ I � . ;� �..i v � . ,. � � f I. '�°I ��,�o . , , � � , � rt � � ,�� .�� ... L � -,". e.y...,. : ' '. �p�('�;� '� � . : � . ' �'��v.5a� ,�.� � i. .'..y 6 .��� 4 '. �5' .:r., ! ,*v..$a.. . � � t.¢. S.+,N F `r. :, '� �rn! li �i ._ � .. v� _« , e _.._ f;— ' �d..,. . �..� c'4�.�. z. �X; _ � 3 i � �,�'. _ > .�.:� . a _ :� � > � , � - , .. _ _ _ __ I �_ - -� ' A5.00 STAIR SHEET �. .¢°��`�: � ;'` ��: ���: , ���, . � , _._ ,a �� .: �., ;— ;�,.�� �:.j ' � s — � — — ��� _ � _ . ..-n�M',._; ._ j ,r.as'�c_ -..:�: �'4. �-,..i � . ���� �I � . -- � �.�'.'— ._.. _ � ....T._.._ �_ �' -r i ., — _ ��__... � .. .,. .._.- sTONE--o--woo� �' � __ _�=� �� �!--� �!--- !��� -- ,�' ; __ �--.=-�� ����� _. ..;�� � �-= -� -- -- - ��--� �;, A5.01 STAIR SHEET : B .Y,�, __..� - - � — � r�.,�. ; ,_ ._.._.,. � _. �r �� ��.r_. _ . _ � _,-, -�- - -�--,--�---�--�--- - - � O . .. ,......_.��+�.,_-+��_ -� ... , ..�- . �,.,. ,. ...:.. i��� ..�. �' _ _ ' - k }._ . .. � � � ..... ... . .... , _- �,. � i _ _ _ . " _ �. " , . �� � ` .,'. . ` � '" y.1 .,_ .... �. .�,, y ,. ..��i�.�`� . .�..%L-���..c4d#.+�.�-.."� �}r''�L-...i.. � ..:�.i..�+-��,.���-` � J `_ _- _ �• .:.4 .. . .,.. . . ' .... _ � ( �R��,y� � � �- ' ' •.w.. .�..,. �-.��-.i"`n+.R..�— DOOR 7AC� M,4T�R1,4L BR�,4K , '- ._ � .:._ � : _ �, W � _" � � `' � � � c�.' a�,,.�--� - A6.00 FOUNDATION DETAILS Z A6.10 WALL DETAILS � � A6.20 FLOOR DETAILS �— Z Q A6.30 WINDOW PROJECTION & FLOOR DETAILS O A6.40 DECK DETAILS � � Q � Q O � A6.41 DECK DETAILS N I �p ABBREVIATIONS: GENERAL NOTES: PROJECT SUMMARY: As.SO ROOF DETAILS _ a � � � N ml DO NOT SGAL� DRAIUINC�S m9 PLAN DIM�NSIONS AR� TO FAGE O� S7UD OR FAGE O� AB.00 WINDOW & DOOR SCHEDULES � O � O G O N C R E T�, U N L�S S O T H�R U J I S� N O T�D. S E C T I O N A N D � � Z 0 (I�2 VERIF�' ALL DIMENSIONS, GONDITIONS AND UTILIT`�' ELEV,4TION DIM�NSIONS ARE TO TOP O� CONGR�TE, TOP O� rN� PROJECT CONSIS7S OF DEMOLISHINCs TI�E EXISTINCs � ABV ABOV� FP �IR�PROO�INCrt, SPRAY�D PL PL,4STIC LAMINATE L O C A T I O N S O N T H� J O B S I T� P R I O R T O B�C�I N N I N C z A N 1' P L l'1 U 0 0 D, O R T O P O F W A L L P L,4 T E S O R B E A M S U N L E S S R�SID�NG� AND REPLAGINCx IT WITN A TNR�E-BEDROOM A 9.1 O F I R S T L E V E L R C P & L I G H T I N G P L A N �1 m O Q ,4G AGOLISTIGAL FPHB FR��Z� PROO� I-40S� BIB PK PARKINC� UJORK OR ORD�RINC� ANl' M,4TER1,4LS. NOTIFI' ARCNItEGt O� SINCxLE FAMILI' R�SID�NC� UJ/ AN ATTAGNED TNREE-C,4R � � � OTNERWISE NOTED. CxARACsE. TNE PROPOSED DRIVEUJA�' UJILL B� RELOGATED TO A9.20 SECOND LEVEL RCP & LIGHTING PLAN ADD ADDENDUM FPL FIREPLAGE PL PROP�R7Y LINE AN1' GON�LICTS OR DISCR�PANGI�S IN T�4� DOCUM�NTS � 0 ❑ ADJ ADJAC�NT �TCs �OOTINCz PR PAIR IMMEDIAT�L1'. lm PROVIDE ALL N�CESSARY BLOGKINCs IN STUD UJALLS AND CxOR� CIRCLE. N ' J A�� ABOV� �INISNED FLOOR FUR FURR�D �ING�) PSF POUNDS P�R SQUAR� FOOT G�ILINC�S. LOG,4TIONS INGLUDE BUT ARE NOT LIMIT�D TO � — � ALt ALT�RNAT� CzA CxACs�, G�AUC�� PSI POUNDS P�R SQUAR� INGN m3 AR�AS OF CON�LIGTS OR DISGR�PANGI�S MUST B� FULL1' G�ILINC� AND lU,4LL MOUNTED �IXTURES, TOILETS, TOILET �OT ARE�4: BUILDINC� SQU,4RE F007ACs�: � � � � ALUM ALUMINUM G�sC Cx�N�RAL CON7RAC7 �OR) PT POINT R�SOLV�D UJITN WR17T�N APPROV,4L FROM TN� ,4RCN17�G7 ,4GC�SSORIES, CxR�4B BARS, CABINE7R�', GOUN7�R70PS, ELECTRICAL V AP �4GC�SS P�4N�L CxL CxLASS, CsLAZINCa PVMT PAV�MEN7 B��OR� CONSTRUC710N CONTINU�S IN THOS� AREAS. SNELVES AND GLOSE7 RODS. .�99�o AGRES C21,�62.�o S�) � J ❑ m BUILDINCx FOOTPRINt: CSEE S+��ETS Al.lm � A1.2fd W J � J ARGN ARGN17�G7 IURAL) �v C�ALV�4NIZ�D at QUARRI' TIL� FOR CxRFA GALGULATIONS) E1.0 ELECTRICAL LEGEND, ONE-LINE, & SCHEDULES J U N — BASMT BAS�M�NT GYP BD CsYPSUM BOARD R RIS�R m4 IN 7N� E�/�NT TN,4T ,4DDITION,4L D�TAILS OR CsUIDANG� IS 11 � D�NOT�S DOORS. REF�R TO FLOOR PLANS FOR 2122.1 S.F. BIT B17UMINUOUS NB HOS� BIB R�F R�F�R�NC� N��D�D B1' TNE CONTRAG70R FOR CONSTRUC710N O� AN1' LOGATIONS. REFER TO DOOR SGN�DUL� �OR DOOR T1'PES. �OT GOYERACxE: � Q BLDCx BUILDINCx HG NOLLOUJ COR� R�FR R�FRICxERATOR ASP�GTS OF 7NIS PROJEC7, TN� CONTR�4GTOR SN,4LL 13.9io FIRST LE�/�L: ] Q Z � BLK BLOCK NDR N�AD�R R�IN� R�IN�ORGE lD), IIN�s) IMMEDI,4T�L1' NOTIFI' 7NE ,4RCNITEGT. 12 0 D�NOT�S WINDOUJS. REF�R TO FLOOR PL,4NS FOR ALLOUJABLE BUILDINC� NEIC-�I�t: LIVABL� 1215.� S� MECHANICAL a � LOG,4TIONS. REFER TO UJINDOIU SGN�DUL� �OR IUINDOW T1'PES. BLKC� BLOCKINCx NDUJ NARDIUAR� R�QD R�QUIRED 33' Cz,4RACzE 82io.�o SF � O Bm BOTTOM OF NM NOLLOUJ ME7AL R�S R�SILI�NT m� tNE CON7RACTOR SNALL B� R�SPONSIBLE �OR S,471S�1'INC� ALL 13 GOORDINATE ALL EL�CTRIC,4L �4ND M�CNANIGAL FIXTUR�S TO APPLIGABL� GODES AND OBTAINING� ,4LL P�RMITS AND PROPOSED BUILDINC� �4�ICsNT: MEGI�. �m.8 SF M1.O MECHANICAL SPECIFICATIONS I B07 BO?70M NOR NORIZONTAL R�V R�VISION CD), IING�s) FIT IUITI-IIN C�ILINCx, FLOOR ,4ND UJ,4LL SPAC�S. �/�Rl�l' � � R�QUIR�D APPROVALS. TNIS PROJ�GT IS CxOV�RN�D B1' TNE 2g'-9" ENTR�' PORGI� 3m6.2 SF M1.1 MECHANICAL SCHEDULES & DETAILS BRCx BEARINC� H7 NEICxNT R�VS R�VERS� 2�m9 IN7ERNATIONAL BUILDIN�x GOD�. GODE COMPLIANCE IS LOGA710NS UJITN ARCN17�C7. COURl'1',4RD �f32.7 S� — BVL BE�/�LED NTCz N�,4TINC� RD ROO� DR�41N MANDA70R't'. 7N� GONSTRUG710N DOCUM�NTS SNALL N07 PERMIT M2.O FIRST FLOOR HVAC & GAS PIPING PLAN � m G GAULK IINC�) HVAC HEATINC�/V�NTILATINCz/AC RFCx ROOFINC� UJORK 7N,4T DO�S NOT CON�ORM TO ALL REL��/ANT GOD�S ��' TNE GON7RAG70R SNALL FIELD COORDINATE AND OB7,41N GJ7 GONTROL JOINT NWN NOT WA?�R N�AT�R RN RICzN7 NAND INGLUDINCx IBG ,4ND ALL LOC,4L AND R�C�IONAL GOD�S. APPROVAL FROM 7N� ARCNITEGT � ENCxINEER BEFORE AN1' SECOND LEV�L: M2.2 SECOND FLOOR HVAC & GAS PIPING PLAN CLCs CEILINCz IBG INS7ALL�D B�t' GON?RACTOR RM ROOM CU7TINC�, N07GI-�IINC�c OR DRILLINCx O� ANY GAS7-IN-PLAG� CLR GL�,4R IBO INST,4LL�D B1' OWN�R RO ROUCxN OPENINCx CONGR�T�, ST��L �RAMINC�, OR AN`r' OTNER S7RUC7URAL LIVABL� 1944,5 S� m�o IT IS TN� INTENT ,4ND M�,4NINCx O� TNES� DOGUMENTS TNAT 71-4E ���M�NTS UJHIGH MAY A�FECT TH� STRUGTURAL INT�CzRITY O� DEGK CLIvING� ROOM) 192.1 SF GMU GONCRET� MASONRI' UNIT ID INSIDE DIAM�T�R R�S ROD AND SI-{�LF GON7RAGTOR AND �AGN SUBCONTRAGTOR PROvIDE ALL LABOR, TN� BUILDINC�. GODE: DEGK CMAStER BDRM.) 144.1 S� COL GOLUMN INGL INGLUDE lD), (INC�) R/S ROUGN SAUJN MAt�RIALS, tRANSPORTATION, SUPPLIES, EQUIPMEN7, �tG. TO IRC 2mm9 STRUCTURAL GONG GONGR�T� INS INSUL�T� lD), (ION� S S�ALANT CEXT�RIOR) OBTAIN L� COMPL�T� JOB UJITNIN TN� R�COCzNIZ�D STANDARDS 15 7N� GONTRAG70R SNALL YERIFI' ALL �XIStINCx CaRAD�S AND T07AL CLIV,4BL�)= 31�om.2 S� CONST CONSTRUGTION IN7 IN?ERIOR SG SOLID GOR� O� TH� INDUSTRY. ST,4K� OU7 7N� BUILDINC� FOOTPRINT FOR OUJN�R AND GONSTRUCTION Tl'P�: S1 GENERAL NOTES & SPECIFICATIONS GON7 GON7INUOUS JG JANITOR'S GLOS�T SD STORM DR�41N ARGHITECT APPROVAL PRIOR TO B�CzINNINCs ANY SITE U10RK. t•r-P� v-B TOTAL CBUILDINCs C�SF): 5126.5 S� GPR GOPP�R KIT KITCH�N SHTC� SHEATHING� m� �LL BUILDINC�S TO �IT UJITNIN PROP�R1'1' LIN�S WITNOUT CROSSINCx �StAIRS ARE ONLI' GOUNtED AT tNE �IRSt LEYEL S2 FOUNDATION PLAN CPT GARP�T l�D� L L�NC-�7H SIM SIMILAR �AS�MENTS. NOl'1�1' ARGNIT�GT OF AN1' DISGR�PANGIES. 1io TNE CONTR�4C70R SNALL ,4SSUME ALL R�SPONSIBILITI' �OR OGGUPANCI' CLASSIFICATION: CSMT CASEM�N7 LAM LAMINA7E lD) SM SN��7 M�7AL ANl' SUBSTITU710NS OR OMISSIONS TO TNE IUORK AS INDICAT�D C�ROUP R-3 CSINCsLE AND tUJO-�AMILI' R�SIDENtIAL) S3 MAIN FLOOR FRAMING PLAN CT G�RAMIG TIL� L,4V LAVA70R1' SPEG SP�GI�IC,4TON lS) OS 7N� CONTRAGTOR SNALL B� R�SPONSIBLE FOR 7NE D�SICxN 8 IN 7N� GONTRAG7 DOGUMENTS IF IURITT�N APPROYAL B�' tNE RATED GONSTRUCTION: COORDIN,4710N O� A MONItOR�D FIR� ALARM � �IR� ARGNIT�CT IS NOT REG�IV�D PRIOR 70 TN� MODI�IGA710N1S�. S4 ROOF FRAMING PLAN CUST CUSTOM LDT LIC�NT ,4ND DRAP�RY TROI�C�N SQ SQU,4RE N/A D� DRINKING� �OUNTAIN LH L��T H�4ND ST STAIN SUPPR�SSION Sl'ST�M. 17 DOOR D�T,41LS, IUINDOUJ DETAILS, AND INTERIOR EL�V,4TIONS DIM DIM�NSION LT LIC�N7 TROUC�N S7D S7ANDARD WILL B� ISSUED TO TNE GONTRACTOR DURINCs GONSTRUGTION. DATUM �LEVATION: S5 FOUNDATION DETAILS DR DOOR �T� LIN7EL st�. ST��� ARCNItECtURAL lmm�-m�� = 85�8� us�s S6 ROOF FRAMING DETAILS DT DRAP�R1' TROUC�N LVR LOUV�R STR STRUGTUR,4L �1'� ��rt,41� M M�TER lS� T TRE,4D S7 FLOOR FRAMING DETAILS o� DRALUINC� ,��X M/�XIMUM �e 70UJ�L B�4R pROJECT DIRECTORY: EL �L�VA710N lS) MC M�DICIN� CABIN�7 T�L T�L�PNONE ISSUEDFOR: DATE: �LEG �L�GTRIG �AL) M�GN M�GI-4,4NIG CAL) 7NR TNR�SI-40LD 25%DDPROGRESSSET 01.11.12 EL�V EL�V,4TOR M�T M�TAL Tm 70P O� EQ �QUAL MFR MANUF,4CTUR� C�R� TR TRANSOM (STRUCTURAL PROPOSALS) ,.,,� , ,.. , � � � -�-- -- ,� - �-, �XC� �XI TINCs MH MANNOL� TS TOP O� LAB '�' '+� �° � ^� �- .�► , �a #'r � -,±` " `.•4 ,` ' � ° ,N ._,,_�'�: �� �aT�� 50%DD PRICING SET 03.01.12 EXH �XNAUST MIN MINIMUM TSL TOP O� S7�EL �' • , � �,.* }� � ` ^'� '' � �X7 �XTERIOR MIR MIRROR TV T�L�VISION �� f ` '� �� " � _ •• _ �`'���� �.,w , ` �-'��}'r'•' � � � � � �" � DRBSUBMITTAL 05.29.12 i�: -... - .. _ , ' :� a..� ` I , ' A r � •�V ':� 1�[ ,. .: � �� �eo �URNISN�D BY OTN�RS M�sc MISC�LLAN�OUS -rw TOP O� WALL ARCHITECT STRUCTURAL ENGINEER SURVEYOR � h "� � � � ° �(���a, ���`�# F �r �°_ �D �LOOR DRAIN MMB M�MBRAN� 7'�'P TYPIGAL �` m, � � ��� � 4 _ f- � � `� �`',�,,'`° x a '; r"��,�;;,„ �'' DRB REVI SIONS 06.18.12 ''-, ��a � v:;• . - � �DC �IR� DEPAR7M�NT CONNECTION MM MILLIMET�R lS� 78Cx 70NCxU� AND CxROOV� BLU�LIN� ,4RCNITECTS, P.C. KRM GONSULtAN7S, INC. CxORE RANCzE SURVE�'INCx, LLC � � `' '�`�� r'�� �•`� ��'�+``�� � -- -�-� 100%CDSET 06.27.12 �� FIR� EX71NCxUISN�R MO MASONRY OPENINC-s UNO UNLESS N07ED OTN�RWISE �� ' '�� � � '- ° �' " � ° - - ��G �IR� �XTINGcUISNER C,4BINET M7L MAT�RIAL YB V,4POR B�4RRI�R �5m ASN ST. P.O. BOX 45�2 P.O. BOX 15 � ' X ��- _ _ " � ���� a� � '� • .,,� � �� �INISH�D �LOOR EL�VATION MULL MULLION VGT VIN1'L GOMPOSITION D�NV�R, CO S(d22(d VAIL, GO Slio�✓S ,4�/ON, GO 8162m ``�� , � �.. ;, °�- �NG �IR� NOS� GONN�G710N NA7 NA7URAL VERt Y�R7IGAL _ � -'� 9�(d.949.9391 9��.479.8(098 ''� ` �,�.• - t . �IN FINISH l�D) NIG N07 IN CONTRACT VIF V�R1�1' IN FI�LD "'�� �W _ _ �LCx FLASNINCz NOM NOMINAL UJ UJIDTN, UJIDE 9�im.376.2m52 IG�LL) 9�im.949.15�i� CFAX) 9�m.479.mm55 CFAX) ,r'�,����" ,;'' "� �. : � i�. ' Y�r - ,, ' _ .,� +� �LR �LOOR CINC�) NR NOIS� R�DUCTION UJG UJAT�R GLOS�7 GON7ACT: K�N BRIDC��S, ,41A GON7ACT: TIM N�NNUM, P.�. GONT,4GT: SAM EGK�R { " � - ` + ��` : ��' �, ` :' r�, - � -'' , �ND �OUNDATION NTS N07 70 SGAL� UJD 1U00D J.R. UJHIPPLE, P.�. �"�. ,�'^ �- �, _ • �` � �OG �,4G� O� GONGRETE ON O�/�RI-4�AD UJDI.0 UJINDOUJ � �-' � �'"` _ " - ,, �' - -`� OWNER SOILS ENGINEER CONTRACTOR '�° " ��` �"` � �OF F,4CE O� FINISH OPCx OP�NINCx UJO U1ITHOU7 � 5. - _ � ��"� �OM �AG� O� MASONRY OPN OPPOSIT� NAND UJP lU,4T�R PROO�INCs � `��' �' _� ' . ■ � x. � �. _ �OS �AC� O� STUDS OPP OPPOSIT� UJWF UJELDED UJIRE FABRIC � � ERIC AND I-4EATN�R SCNULTZ NEPWORTN-PAWLAK C-��07�CNNICAL, ING. CzOL� R�SORT NOM�S, ING. . r,'. " = , � �-� -'� � � ` � � .�. - � : _ . •,, �,;f � , �. a� . ,- , � _ � P.O. BOX 58m 5m2m COUNT`t' ROAD 154 PO BOX 41m5 - " `- , � ' - F ,:. - MINTURN, GO Sl�o�4�✓ G�LENWOOD SPRINCzS, CO 81(oml Cs1'PSUM, GO 81(03� �` �t �, � g "-' _ �� � - '� .� � 9��.�088.��55lC�LL� 9�Im.945.�1988 9�m.r✓-24.5�o2m -_ " �' ` ;, . - ' - .,: J CONTAGT: ERIC SCHULTZ 9�(d_945.8454 1�,4X) - � '� - �� ' SHEET SCALE: N.T.S. CONTACT: JAM�S PARKER GONTACT: DON D07SON , , - �� �,' � '` y �. DRAWN BY: KB r.`= d _ r Y .L` "f, ..t:�y ,. �, � �'� ',�° � �� CHECKED BY: KB CIVIL ENGINEER MECHANICAL ENGINEER � "���""7 �"� ��""` � O COPYRIGHT 2012 BLUELINE ARCHITECTS P.C. MARGIN ENCzIN��RINCz, LLC ,4RCHIT�CTURAL �NC�IN��RINC� PROJECT#: 1101 PO BOX 1�62 GONSULTANTS, INC. V I C I N I TY M A P SHEET TITLE: COVER SHEET ,4VON, CO 81(o2m PO BOX 8489 9�I�.�148.(d2�I4 AVON, CO Sl�o2m _ g,m.��.8.85�m A 1 . 0 0 GONTACT: P�4UL ,4ND�RSON, P.�. GONTACT: TAl'LOR CRITCHLOUJ, P.�. �'���� ������ �'�. t�`� K ET RA�Y �r �R1QG�S �i � 40�3Tc � . �f�� ��� '���� ���� � � � N V V '" O fA N N V V u. tC d y I� _ !r M ,C t � L L �J) � R � � d � � � •� •� � � U .Q � � 3 w � 3 � � 3 z r , s ' . `�, l� � __ � �„ � , ��,,, � � � , , �, � �� � � �,;, � � � � � � � � � � � � N � r� � tp � I \ � \ p `_ _ � \ 00 � C\\\ � I \ \ \ O O ��� A � � 'a R \ � � �� V f�3 i ������� � ; � � � � /��� � � V � �; O � O / � � � 'i � y ��A�� � � m C / �� � � �� � �� ���� � � � � � / / � - � \ d � i / � � r � ti 0 0. � L INE OF DEGK B�LOUJ � � �� �� � / �� fl ��� � r � �j� � � �i ��� � , _ � , , � i ; ,� ; �,;. � � i 0 0 , � � � �� �� , � , / - � � � '/ � ,;% � - ; � � _ I LIN� OF ROOF ABOVE -� � � � � % � __� � � — / ' _ � � � � � � � � �� / � � �—� � � � � �� �� ' � � � ��j � �--� � � I I � /� '� 1 �—� � ;° I ;, ,, � , � , / 1 o �' i I � �' I �� � � � � W Z — � � � �X ��,<� , �� � � � ❑ � __ �' �� � � � /� T ' � ' � � iiu � � / �, � ��� � X � � � � � / � X � � o , � i x W Q � _ ��� ' —_ � �— -- i / �� � x� �� I 0 � - - � � Q N = � J N �— � �r _ o ii �' � h � � � � � � N — I ,k � 1 � 00 U 0 0 I r 0 Z 0 � ; WALKUTAI' I � � I J W a � i � � � � � Q / � � m _ � L_ - I o� -�' c-- � � � � N 0 0 I — /� � / "� '� J ii / � N � � -�_ �r --- - ❑ / � �� L INE OF ROOF ,4BOVE u ' � � � � � x � � � I I I II V � I II �- s f' � ' I x � J � m I � � � � W J ] � � n J [] U1 � ,_ �,'— /'� � � Q � � �� � Q Z > � IN OF CK OlU � L � DE B�L / � i 0. � � �, ��, �,>o >< >< >, �� � <>>< � > > � -� k i T � _ � i i _ /, -- %/ � �t � � � — LINE OF FLOOR ABOYE � m 3 ��� f � � � �� � /���� �� �� 2 �� ���� � � �� � � � ��� �� �� , � f ��� � � �� � �� ��� �� �� /'� ,�,., ,�8�� _ ,�_��� �,., ,�8�� _ ,�_��� �,., ,�5�� _ ,�_��� ISSUED FOR: DATE: 25%DD PROGRESS SET 01.11.12 (STRUCTURAL PROPOSALS) 50%DD PRICING SET 03.01.12 PROPOS�D ,4RE,4 ALLOWABLE ARE,4 DRB SUBMITTAL 0529.12 �IRSrt LE1iEL = 1284.8 SF LOT SIZE: 21, 762b SF<.4996 aCRES) P�41'f0(COURTI',4RD> = 728.6 S� ENTR1'PORCN = 1��.8 SF ENTRI'UJALKWAI' = 121.9 SF PER ZONING /SEC7'ION 12-15-2>: CxARAG� = 837.9 5F llmm00 SF'>* (.4> = 4mldld SF (11,762.6 S�>• <.13) = 1529.1 SF SECOND LEVEL = 2145.7 5F L f vING ROOM DECK = 195.1 SF MASTER BEDROOM DEGK = 1442 SF ATTIC = 1293 SF TOTAL Al2E�1 = �✓616.0 S� N01'E: SQUARE�DOT,4Cs� CALCU�AIED IJSING ME7'NODS OUl'�IN�'D IN tITLE 12, CHAPTER I8, Y,41L TOUAJ CODE DEDUCtIDNS CxA�'v4Cx�' = 6m0 S� L�GEND: DECKS = 3393 SF / � /' SHEET SCALE: 1/4"=1'-0" PArlO<COURTI',4RD> = 728b SF BUILDING/,4TTIC PORCN = 1�7.8 S� DRAWN BY: KB WALKWAI' = 1219 SF � CHECKED BY.� KB ,4TTIC (UNDER�' C�ILING> = 1293 SF DECKS/Pa7'10 LOUJER LEvEL BE'LOUI GR4DE = 2�4.7 SF O COPYRIGHT 2012 BLUELINE ARCHITECTS P.C. rs�� sN��r aizm> EN1'Rl'PORCN � � �� PROJECT#: 1101 TOTAl. p�DUCTIONS = 2331.6 S� SHEET TITLE: GRFA GARAGE CALCULATIONS (PLANS) TOTAL G�.4 = 3284.4 S� TOTAL ALLOWABLE = 8�29.1 SF A 1 ■ � 0 ����� ����� 7A.ROOF tA.ROOF 128'-3" 128'_3" r� '"*�/4��. a v TA.ROOF �( @A 126�_m" TA.ROOF f■. . E� 1 11�� 125'-5" � � �� � �,�� , �,� �� ������� �� � - 40�3Tc � � �f�� ��� _ � �"�'�� ���� - __- (�:2R�EOFthiA I� '1 BEYVOND � � _ � � V V '- � h "" O fA N � - __ __ -- u_' � � .r.�+ � - -- M .0 t .. ' _. � -_ � C> C> TA.PLYII� I110�_3�� . . . . . --- _ . . . . . . �I0'-3"7� ��� � d d _ �<- --_ � d d csRADE � - - - EXI9TMG ��%, ,� � � � � _ o � 3 ° - W o _ , ---- --- ° - �-� = � �� �� � 3 ---2 - � ��� EXISTING - - � ,- IJ- - � _ CsRADE - . - _;. ...,�..:�_.-.� _ � ----- .. TA.CONC. _ i.,.� ���� -- - -° -- -- -- -° --- -- ---- - -- - -- - - —��'�--� - - - - - -.��= - - - ���. -= TA.CONC. - . . . . . . - ---...-_. - .. . - -- - - �- -_� -- - - - -- - . - - - - ° - - - - - - - - - - - --- - - �_ :._. __ ._. .. _ _. �� _ . � �� � -°' -._ :_-`--...-.- --- - - - - - - - - - - - - - - - - --'� - - - - - - -- - - - - - -- - -- -- - - - - - - - -� - - - - - - _ ' �00-0 .8548 �.-�_� -=�= -� - _ _ - - - - - - _ - �=��_=-ti=� - �� - - _ .�- , _. - , - - . ..._ - ,..�o _ EXISTINCs �--� s �_��-- - - - --- — - - --- --=�_��- - _--- -_ - _ - - - - �:i�-��" �''� - - - - - - 99'-0 �' -- ° -- - -- - -- - -- -°-- - -- ---- - -`--_- -- -- � - 'x- - --- - - - - - - - - _ - _ - - _ _ -- - - - -- - - - - - - ------ °_ __,.... _ - - -- - - - ._�_ - - -- �� - - - �- ,- -- - _ _ _ - - - - - - - - - - - _ C+RADE -`. �-.r�-r��-� - _ - - - �-� � _ -- _ �.'�=. - - - - � -- _ �4 - —� _ I - - - - - - - - - - - - - .:� �,- -i. �� - Z . �:. � . _ _ __ _ ^ _ - , � - . �. d�.� -- - - - - - , . '_ . ��� - — . . - _ � - . . . r -�: •r�_ � i ---- -- - -- - - - -- - - -_-_ -��_ - - -_ -� _ - --r� _ - - C-�� �� �1 �,_� � ^ - - I = --�._ -— ��, i .�. ` � ��. � - - - - - -- - -� �-� � - - �� - � _ `� � �- _ � - - ��-� -'oy°- - � - - - ., � -- - � 1 ' � � ���� � � � �� � � �� �� � �� �� � � � �� � � �� �� . ��.2 ��GJII - �I�/TII ��.� ��CJII _ 11_/TII SG/ I SL/ TA.ROOF ' 28'-3�� 128�_3" 128;-3�� TA.ROOF TA.ROOF � tf> 26-0 TA.ROOF N � 126�_m" 125'-S° N CO I II li � � O O � � i � . � � � • � � O y �j � U - N L Q L -= Q > m 3 - _- O � � C -- - I� 0 0. � --= KITCNEN - - BETOND - - - ...�-- RE�PLAN -_ � __ = RE:I/A3I0 FOR ELEVATION . � �� ' � ��� �� � T�._A.PLYWD . . . . _ . . . . . . . . _- ..... .; . . . J,T.O.PLYWD . . . . YIIO�_3" --- - IIO�_3• 0 _ , �-/ � �, , o � - � - - ---- i __ �� _ �� � - m ,/� \ �- m - - �" / - _ s � ��� �� m \ �- � ,f�' �:" qN � EXISTINCs � ��� _- _- __-__ __-__ i.o GRA�E _ / / AUTOGOURT�DRIVE - - _ - - — - � ---- - - _ � / BEYdJD - - / - - - .81 AN -� -- - -- -- . RE TEPL . ,-, . - . _ - - _ -� . �� - - - - / - - - � EXI9tMG J.TA.GONG. - ��� -�. -_- ._ _- ,n --_ --- -- - / y8�_0�� .854T . - - . _- - _. � , , __�--- -_ -_ - - - - - - - r-�-: -_ -- _ -� ' '� ' -_ -- o TA.CONG. _ -- - - - - - -r�' - - - -_ -= _- - FMISHED � I � 100 0 8548 - - -_ � - - - - � = - - - 99 0 8541 � - �J�� _ _ _ _ r - - - - -� - - - GRADE � - -- -r - - - - - - - -- - - -- ' � � — . . . . -- - - I - - - - - -- � -_-- - - -- -_ - - , _ , GRADE . : - ... � n � � � /�/ ;i� J_�_ �_� _ _ :.� � �- i : _ : . � _ � _ ;� � � / i ' _ _ '__ _ _ _ _ ' , _ _- _ _ . . _ _ _ _ -_ _ -_ . . . '•- � .�� " � _ --_---- -_... _- - ,_ _- -_ _- ------ . _ _ _ -------------- - _ _ _ ----- -.----_ __-- -, ._-... -- . ,��____ � .-___ , ..__ ._ _ � ___ ____ ----- _-. _.---.------.- I I - ��- EXI� �� � _ - --------- _- ------- � - - - - - -_ - -- - - - � � I �- -------J �---------- � ---------_� - --- -- -.. _i W Z C] � � ��� �� � � � ��� f ��: �� �. �� �� � � � �� � f �� �1 � �� Z o ,4,.2 ,�8�� _ ,�-��� ,4,.2 ,�5�� _ ,�_��� W ° ° l� 0 Q N Q � NItO N TA.ROOF O � � � � @8'_3„ , � � TA.ROOF �z8�-3• N o0v �` 0 TA.ROOF � O Z � 123'-Z" - � �/ T � a Q I '-2 � �rn � LL —--- TA.ROOF v' .� N 125'-5" TA.ROOF O a _ ❑ _ _- - _ — _- --- - _ 123'-6�� � � — - � N � � O TT L Q - - _ -_ _- -- -- _ � r U _ �� _ - - _ - - _ � J m �J - -_ _ - _ - _ = � - - _ = - � � W � � � _ = -_ _- = i � _ _- �� � � - � _ � -�� - _ _ - __ — - - _ - - _ - - - _ - -_ - - - � � ` �� � U Ul � � � p/ Z � - - - -- � � TA.PLYWD � ` � � -- _ - - --- _ -_ � . . . - - - - - . _ - . . . . — . . . . --'- -- _-= _ �:=� - - - - - r.-a _ T -_ - - '-� _ci - . . . . . — -° _ �.i-... --- °- -- -- - --- �- -� _- -- _ - _ 110-3 n _ -.- � _ _ ' _ _ _ __ _ _ _ _ -- -- _ _ _ _ _ _ _ _ _ _ _ _ � � �� _ ... ��-. '- " � � r r � . y -- �_ ' - -r _ -._ <� - - _ - ___ _ _ _ __ _ '_ _ - _ _ -_ __ - _ _ _ _ - _ _ _��� ' ���-� • :_ _.-. ,- r ._ _. _ . �f=. _ _ _ _ _ _ -___ �. _--- � - _-�z-� r.�= r� -__-. <_ - __ __, ...: v' _ _ _ _ _ - -J - - - - ' - - _ _ _ __ _ _ . :�: _ _ _ _ _ _ _ __ �. � _ _ , _ _ F"`� � r � _ ._.. ._ -`fi�� _ .., _-�� - m �._ r..�:'- - - .-- '.-- _:.-s... -'_...- -.' - - � __ ' _ - _ f 'f' f"'f" _ _- _ - __ - _ _ -_ _ _ _ , , > � � . � ' -: O - ..• _� _ _-.--Y-`.-- ..i , -, ��: .,.. _ - _ ._. ' - r. � '- �r-°7 -.-"_ _ _ - _ _ _ _ `���-�.. - _ __ _� -- - ��-J - _F_..� �_�- -i ...-. -,_, . -_- . --_-. .___ -+��_,- _' _ �-�! - /- _ _ _ _ � _._._=_=4�- _F "_---.:.�, .-. _ �-.- r `_�.. . _, - .. _"' -'" _' _ __ _.._ _..- , � .-._-. -_''.� � _ - _ _ __ '� _ _ ,-'-�I� - - _ _ - _ µ.� _,;�-,' .- ._. ._ _ :�,� ._ .i�-.:._�,, "_ _ __ _ _ .��._,.�._ . _._ "'_ -- �!f - - '��.�- �r - - ��' � _ . � , ... .. � . _ -,_�_ F-�" . .,.��"_.._ r'� '--' '-�' _ _ _ " " -_ ' ' _ - - " ' - _' �- _ _- _ _ _ _ _ _ �_,�'-`�_ - - _ _ -_ ,� , ... .� �.. v-,� �_� _ - �-�'-�a ,�_�_, <F..�-.. _. —:_ ,�� �_� .._..._ .'-;._ _ ._ _ _ ..- _ _ - -_ _ — _ _ - - _ - - _ - - - _ - _ _ ��� .-r�-� -- -�, .- � a_...-r. _._,� _ . . . -,-i- -- _ - _ _ _ _ _ ''',�'e-���.-'. �-.-�- -,-r .<.E-� .. _ - ..,.y ._� ne_ , �. . .�... - _ _. . . _ _ .._ +_ _ _ _ - '.-t - — "-.� � �'-�'` - � _ _ .. �.___�-'-. � i- ,I� '- �..' - _:�..il` -._. - ._..- _ _ _ _ _ _ _ - _ " " ' - _ _ - _ i�� _ �i` J _ �N L. ���' �:-�- --c: p��-- ,�., - -a���;�--� - - ,� - . -- -.- - - -- -- - " - -- - - - '�i- -- - - - -- - - - - 'r� - EXIBTRYa T r� �, _ - � : � . . , `�i. _ _ .- � �� - - -- � �_� - - - - - �.-` �_ -'.._ _ _J ' _ ._ _ _ .__ . _ � . . �- _ _ - _ _ � � _ . r-, �.. , - , ; ,' , � XIBTMG � _-�- ��,:_:- _�:,. ,. -,- .L.. - _ .,..-. '...:_ _ _ ,:.._,-- _ _ -. - _- �_ ��.` - - .=� - _ _- --- E -�_ �..�3�:- .��-�-.r _ ,. - =' - -`�- _- _ ._-� - - - - - - _ - - - - - -- - �.;'� �, '� t �.�_ _ _; - .-<,- _.--.� `� - _ - L _ �' . CaRADE .� - , ,_ ._ `T�,� � T . �:-_: '�, _, .� ____. _.-....._-.s - - _ - - - - - ��`�� - -- �V. -_ _ - -_ - _ _- i 3`�-��r� - - � � - . _��. ..�- - -'_: -�° �-, � - �� �.- - -�- � - - - _ - - - -� -- - - - - - - - - � ' �- ' - - - - - -� - - - - �- _ �.. � .. _ CsR4DE - ..._�.. - _ . i.�i- - �.- � -- . -f �-. -�- . - _ - _ - - _ - - _ - - - �_.�� �-�-.%,- _ �... __ _- _ _ ' � .�. . �- �_ -`- -- �---�.�-- -- - - -- �� - -- - - - -- - - -- - - -- y �� - - �, . � �.�� _- .. . . � - - - - - - - - - - Y _-,��-.� ---�,.- .� -_ , � -_ - �� - -. �- �._ - � - - - - - - - - - - - �/ � . -.� _ � - . -. .__ _ �-- -- ._ .- �_. .� - ��-.- __ - - - _- _-- - - - _ - - - - -- - - m �..�- _- �- - "--_ , -_-_,.-,.. �_. - _..- _. - �.. � .. - ,.. ���' - - - - - - - - --- _ --- -_ - - - - - _ � - -__ � � - a°� _ -_:.�.: _ _ _- �_._._.. _.--- �_ - - -_ ==-- _- I�-0 8b48 ,� •,, , �� .;.- � _�_� � ..._ , .-. _ _ : . � _ � - ., _�",_ _ -� � _ �- - - - �i _ �_ =� � � _ .� �-.: _ _ --� _.�- _= - - - - - - - - � �✓; f/ � [ � � = - - � - �� -���r� -- - ` � - - - - �� ��- - � _ -- - - - - - -� � �,<. - --.. _ _ _- �- �- -- -_ � -- - - , ; j , , � - - -. . . . .�- - �- - 99-0 8541 Ex�87MCs A�tTOCOUR'Y �/ � � TA.CONG � / , ; , � ;� , �- _ --- �_.- .._. ,. _- , -, ,. _- _- - � , , , - - _- - - .. - � - - _ 1 � �� , � r ' / ' ' ' ' _ -_�_ - _ _- _ - ' _ -_ _ _ - _ - -- _ - BEYOND — . . . . . . � _ f, , � � ��, , , � , , �� - � GRADE . . . � / , � _ _ _ _ - � /� A. G. i i ,� � � � i /� �� � /� — _�- - -_= - _— - - � i� � �/ TA f,� r ,` � � . .CONC. — . . . . . . . . . . - J'99�_D" •8541' --------------- -- ------------------------- � I . . . . .. - . ... . . .. _ . . ._- . . . . . . . ._ . .. .. . . . . . .__. .._ .. . . . . . . .. . �----- --� --- -------- ---�� --�-- ------ - ---�- ----- -- � EX�E I.l --------------------------------- ll - --i J �- � ------------------------ J I � � � � L----- ------- --�� � � 3 ����� � � � �� � � �� �1 2 � � �� � � � �� � f �� ,4,.2 ,�8�� - ,�_��� ,4,.2 ,�8�� - ,�_��� i�TA-� ISSUED FOR: DATE: sa_s° 25%DD PROGRESS SET 01.11.12 TA.ROOF i25`5�� PROPOS�p ,4RE,4 ALLOWABLE AREA (STRUCTURAL PROPOSALS) TA.ROOF TA.ROOF — 50%DD PRICING SET 03.01.12 - 23,_6" 123�_2" SOUtN�LEVATION �7 LOT 51ZE: 21, 7b2.6 SF(.4996 ,4GRES) DRB SUBMITTAL 0529.12 � �� TOTAL UJ,4LL AREA = 2m3.�✓ SF UTALL AREA BELOW Cx�'v4DE = 0 SF PER ZONING <SECTION IZ-15-2>: ,� �� � �� SOUTH ELEvArt10N "7 llm,mmm SF>* L�l = 4mmm SF i � I i � rtOrtAL WALL Al2EA = 213.7 r�-F 111,762.6 �>f 1.13) = 1529.1�F i �� i � WALL AREA BELOW CxRADE = m S�' � EASI ELEvAT10N TOTAL W,4LL AREA = 638.1 SF TA.PLYWD — - -- � �_ � �� = u0�_a• WALL Afi'EA BELOUI CsR4DE = 178.9 SF _ �=;, �-��� ,�� ���- �: N0�2rtN ELEvATION *I - � = �� `� rtOrtAL WALL AREA = 487.5 SF _ — - s- ����-- WALL AREA BELOW CzR4DE = 972 SF - -- r-� - -=- �s�'�`�='--- - -___-- -_-_ -- � - _ � � � � �18T1� NOR1'{-1 ELE1/AtION "2 N01'E: $QUARE�DOT,4Cs� CALCU�AIE'D — - - tOtAl WAL� AREA - �✓B 4 `'R'°'DE � `� IJSING ME7'NODS OUl'�IN�'D IN tITLE 12 _ � '_- ' _ � _�' __ _- ,�' = =,'7 =_ _— lU,4Ll AREA BELOUI CxR4DE = 0 SF CHAPTER I8, Y,41L TOUAJ CODE � 1 -- '.-,- �- _ _ - �' --� ' - � - ��� - �- -- -- TA.CONC. _ _ _. � - �_ -= - - _ - -= _ = _ -__ - � �`'��'�f� �[��f,��]'r�r ��, C)� C� K E� RAY � �r ���DGES Ti� � � 40a3?� ,� � � c•,,� �, , � � N ��'��� ������ � � I � � � ' � i, � � � , � \ C�ENERAL NOTES: ; ; � � � � I II \ � 1. DATUM= ARGH17ECtURAL 100'-0" = 8548' USGS ;_;: � � � � = = � / I \� 2. REFER TO FLOOR PLANS FOR AREA CALCULA710NS. M '� � � L L / / ' I p l � 3. REFER TO SI�E�T A2.(d0 FOR SITE GRADINCa. ` � � � / F- � � 4. DIMENSIONS AR� TO �AGE OF STUD OR C�NT�RLINE OF ? ? � � � GOLUMNS, UN.O. '�' �� \ w � 3 � 5. DOORS AR� 70 BE CENtERED BE7UJE�N IUALLS OR HELD OFF � 3 � � � OF NEAREST UJALL 4", U.N.O. �- �" � \� 6. ALL PLUMBINCs WALLS TO BE 5��s" STUD IUALLS, 7YP. z � � \ � � A � � �. REF�R TO WINDOIU E DOOR D�TA�L°v PRIOR TO �RAMING� ROUCzN / � � � `�� � OP�NINCxS. !� / � � ` � / � � � � � \\ HEICs�It CALGULAtIONS: � � \ \ \ � I \ \ � � I. PER tOU1N OF vAiL GODE SECtION 12-68-7 tNE N�I�sNt OF A �LAt OR MANSARD �/ ' � � \ ROOF SHALL NOt EXGEED 30'-(d" AND 33'-(d" �OR A SLOPINCx ROOF. ' I \ �� � � DASNED LiN� O� � — � � �XISTINGz BUILDINC� I � 2.�OR TI�ES� GALCULATIONS, THE MEASUREMENT WAS TAIGEN �ROM EXISTINCs OR I I � � �J — � � — � . � �� l70 B� R�MOVED� I \ �INISI� CsRADE, UlI�IGI�Ev�R IUAS MORE R�StRIGtiV�. At tNE INt�RIOR OF tNE . 1 I i � • • � , . — — j BUILDINCx �OOtPRlhlt, tl-IE MEASUREMENt IUAS tAKEN FROM EXIStINCx CxRADE. � � I • \ /— • • _ , , � 3. RE�ER TO SHEET A2.40 FOR ROOF PLAN INF0�1'1ATION. � �A � i I \ � I 4. GRItIGAL POIN7S ON tHE ROOF HAVE BEEN LABELED ON tHE DRAWINCs W/ 7H�IR \ �\\\ / I RESPEG71vE CxRADE ELEVAtiONB CALLED OUt IN 71-{E tABLE BELOIU: � � D�GK � �� . � B�LOUJ I I I � � / / � / I � � M,4RK ROOF EL�V,4TION GRAD� �L�VATION HEICxHT DIFF�R�NCE o � � \ � � - � . / / CDAtUM lmm' = 854�') IEXIStINC�/�INISN) o � ` � � - - - _I � A 125'-5" 85�5.8'/- 2�'-�" o -°� � , � � I- - - - - - - � � B 126'-m" 854�.5'/854�.5' 26'-6" � � \ \ � I � . C 128'-3" 854�'/854�o.r✓-' 29'-9" • -° � o � \ � � � - - � � 1 D 128'-3" 8548.5'/5��8' 28'-3° N v "' v x \ _� � — � � E 123'-2" 85�1.25'/8552' 19'-I1" a � m° ; � / � � \ F 123'-2" 8549.�r✓-'/85�9.25' 21'-11" o � p c �\! � I- - - - � SLOPF Grt 123'-�0" 85�8.2�'/8548' 23'-�0�� � � n: � � '� � � _ I �-12 I — - � � _ - _ _ o \ •• NOTE: ALL CsRADE ELEVATIONS Cs11/�N IN USCzS AND BUILDINCa ELEvAT�ONS ARE I �j� _ — � \ CsIvEN UJITI-I RESPEGT TO TI-4E ARGI-IITEGTURAL DATUM OF ifd(d'-f�" = 854"1' USCsS. � r � � \ i � � I � � � —� — L I O� STONE C �V 1 LA SGAP� WALL �� � �Jv B�L OUJ I � � � � �O � � � � � I GOURTI'�4RD � � B�LOW � I � � � _ � B � � � � � — � Z I I � � � I - � � � � I � � � - � PAtlO StEPS BELOW � � � �- DASNED LINE O� � � � �XISTINCs NOUSE TO � � �� � � 0 B� R�MOVED � � � � � Q Q � D,4SN�D LIN� O� I ' �� - � �I II Q N = l0 I EXIStINCz NOUSE D�CK I \ � Q N � � 70 B� REMOV�D � � I ' � V' a,J I � C I� N C] � � , � J , o0 0 0 � � i � _ _ W , J z o � — � � � � � a� m °— � � � ' � - � � � � �, o , � _ _ _ _ _ - o 0 � - - — � — _ _ _ � N � � � � � o � � � � - - - J � mU i — � — _ � _ _ _ _ _� � W J � .. � � � � � � �� J � —, J � cn Q � � � � �- -- - ` � � / '` � � � �� � ] Q � > � � �— � � � a o � / � � I z � � � � \ � \ s�o� F � _ �:�2 � � � m \\ / N\ O % \ � \ � Nrn � � � \ � � � �� � � �— _ — � , O LOW � TRl' ROOF � � B�LOW � � c � � � � \ � — � - �' � � � � � � , � � _ � � fi o �� � � � � / � � �` - - - � ' �Q � / , \ \ � �� ` � � � � � � � � � � ISSUED FOR: DATE: �- � � � � � 25%DD PROGRESS SET 01.11.12 \ � � ,4 � � C� � (STRUCTURAL PROPOSALS) � � \ \ I \ 50%DD PRICING SET 03.01.12 � � � � � ^ � � � D�GK DRB SUBMITTAL 0529.12 X / � � \ � B�LOW � N � � � � ��� N� � � � � � � � � � � � � � � � I I � I \ I � \ � � \ � I \ e \ � � � � � � � � � / � � �� SHEET SCALE: 1/4"=1'-0" � � � DRAWN BY: KB � � � HE KED BY.� � COPYRIGHT 2012 � O BLUELINE ARCHITECTS P.C. � � � \ SH�ET TITLE118UILDING HEIGHT � \ CALCULATION � �� , �� f � f � �� f � � � �� �� �� f � /'� � �, �� �,, �,.3 „��� _ ,�_��� A1 . 30 \� � \ � � � � � � � � � � � � i � �''���� �����,� � � � � �� �� � K E�` RAY � � �k B�iDGES II * � 40D372 � / � . ���� `�� / �Er��r�aL uor�s: �S+�id A��� / I. Slt� AREA, AS INDIGAt�D ON t!-{E SItE SURvEY, IS 21,762.6 5.�. � E E 2. CON7RAGtOR � EXCAVATOR t0 CARE�ULLY IUORK AROUND ALL 7REES ON TH� N � � SURVEY, EXCEPT FOR TNE TWO TREES TACsGED FOR REMOVAL ON TNE SITE PLAN '�` `n / OR CsRADiNCs PLAN. V�RIFY lU/ tl-!E OUINER d ARCI-41t�Gt PRIOR t0 REMOVING, AN1' u N � � tREES. ti °r *� / M ,C t � L L 3. GONSTRUGTION TRASI-I DUMPSTER TO BE PLAGED IN TNE AREA OF TNE �� n �a R / PROPOSED NEW AUtOCOURt OR IN tl-IE AREA OF tl-IE PROPOSED PAtlO. � c c � ,� .� 4. CONtRACtOR t0 PROVID� LIMITS OF DIS7URBANGE FENCING AS INDICA7ED ON � � / THE CsR�4DINCs PLAN. GONTR4GTOR SNALL PROVIDE SILT EROSION GONTROL �- � � F�NGINCs ALONC� LOUJ SPOt ON SItE. uJ � � / � 3 5. S�E SI-I��t ,42.01 FOR LANDSGAP� INFORMAtIOhI. ~ / — _ _ _ _ 6. REFER t0 GIvIL DRAWINCz FOR DRAINACzE d CsRADING, INFOf�f'1AtION. Z � � � � \8�� �� 7. ��MO�irioN r�or�s: �;. / � 8 � �S - ALL EXISTINCs UTILITIES WILL �O BAGK TO TN� MAIN LINES AND/OR THEIR � � � 56� � c� �sPectiv� vau�-rs, tYP. � i � - tNE NEIU HOU6E CONStRUGtION IUILL COMPL�TELI' ENGOMPASS tNE / , � � � \ � � PH �� FOUNDA710N OF 7HE EXIStINCs HOUSE. �t \ \ ' � � � � � � __ � � � � � V A � 1 � / � � � / � � � � \ \ � � = _ � I � , � � ' - - � � / � � 1 I � � � \ s � � _ e - ,� � � � ��� SE�B�CK �' �' I / ' � � ���v\��� � � � � � / � � N d' / � � / � � � �� � I ° � , , � � � � — o � � / � � � � � � - \� � � � � � � � � ° � o � % � � � \ / � � � � 1 \ � � � X � / - � \ \ \ � L M0 3 / � W � y„i � � � � � � � � � � � � �_ SOIL � � � " ❑ °- � i � � � STOGKPILE " � `� LOT 1 , � � � � � AREA � I ��� m � � � `� � � , % � % � � � � LOT 10 � � � �, o � �� J 1 � � � � \ \ � � , � 8s� / 1 m � � �' � ` \ � 1 � � � I � � � � � \ � � ,��-� ;� � � i �` � � ��— ���� � ; � � �� i � \ � � � � �- - - - - _ _ _ __ , � � I � - , � ,� � � � � �� �� , , _ � ; � -� ;, ,; � � / , � � � ' � � � , � _ �'- - - _ i � W �, � � � � \ � �� — _ _ _ DASNED LINES O� Z \ / � C � \ C,4NTILEVER AT w � � �" % � �j � \ EXISTINCx NOUSE TO BE a , /. � � � � I DEMOLISNED � I– � r � — � EXISTINCx BUILDINCx � �j � � � �OOTPRINT TO BE I � � 0 � �� V � � � �� I �EMO�isNE� p�,sNE� �iNE o� ExistiN� GRAPHIC SCALE � � � � � � � � � � NOUSE � �OUND�4TION TO BE � O Q ��/� � � \ 10 0 5 10 20 40 L�� � � � � � � — — � I � � � � \DEMOLISNED � �y I l0 O � / � v � � �- — — ,_ --a � � N � � � � � � � TRASN � � ��0�'PRINT�O� NEUJ ( IN FEET ) � � �'i' aI � / � � � DI�MPST R � � � � � N NOUSE 1 inch = 10 ft. � � (] � ❑ � ; � ����: � � � - - - � � � � � � oZo , o� / - � ,� , ��� � � � �' �, moQ i - �� y � � -- � - � � �v !� � � . � � i � � — — — ._ � ` � � "' N 0 ,, � O � O � � — — � � � � � �� / . � PROVi�E ER�psioN� � � � `�ss- � N � � 0 � � / � � � CONTROL FEi�GIN� AL�NG � � � � �� \ � � � � [] � � � �� ��`�� I LOUJ SPOT ON� SITE \ � � � � �' � ❑ m � � ; i�,� � I �� � � � J � J � �- � � ��,�� � �s �, � � J � �, Q �, � � � PROPOSE D � S� Q� � / a� � � BUILDINCx � � Q Z � � j �J�' . . I FOOTPRINT �� � � I � � / ,�h � V � �� � ��:� ���� �, � 0 / , � � �, � � I � ` 9 � � � � �— � � �,P t� / � � � , ��-,—, . _ � ,�� \ �,�, � � � —8543— � � � ,� �\�_ � � �� � � G�� � ELEGTR� m ,� � , � � . � � � � a� �`� NO�NO�WL L�NED � � / � � �� � � / � � � � �J� � �� ON M�,TERS) ( �`l,� � � � � ���,��, ,� A �� � \ 1 �� � ����- �� �_ ' ���'�=-, � �- _ ` �� � \ %/' / -- —�—�� �� %��, �`,-_= � � � ' � L / �� � � � _ � �� � �V /'��/I���� � � �� � � � / � PH ,, � 1 W � �� � %� �ROP SED AUTOGOURT�B � � � �� � _ _ �� � �RIVEIUAI' � �Q V � � Q� �� V ( � � � � � X;;, RE• IL DRAUJINCx �' � � �, � g545 � � , '�� � � � � / �� � � � A � � , , � , ,� �� � � J � \ �, � , \ , . , . � , // —8546— — �� �-_ � � � � �o•e� � � V� � � � � � / � \��ti� � � � �� i�.�„ A � � � S� , � ISSUED FOR: DATE: � Teq , @ �85q 7_� C,� ��, � ��vI/�� ' � ; ��� 25%DD PROGRESS SET 01.11.12 \ \ �� � . � (STRUCTURAL PROPOSALS) � � � % , A ��/I �' . � � — ��A � � � i � � ;�\ i ��� g 50%DD PRICING SET 03.01.12 � � � � . � �� � � � � � DRB SUBMITTAL 05.29.12 f � � � ,� � DRB REVISIONS 06.18.12 �" �� �� � � , � � 100%CD SET 06.27.12 ��� , �,��� �, � � � � � �� � �� ' — � c�� � � � , � ���,� —���� � ; / � � � ��j� , ��� --- 5 4 j � � � � � � V � � � �/ � � ' � � -_ .� ��`� � \ < ��54� � � � � �� � , � � � �_ � � _ _ � � � \ , PH � � � � � � \ � �� 5 � � – — - � � � � � � SHEET SCALE: 1"=10' \ � \ \ DRAWN BY: KB � � � CHECKED BY.� KB � � � � � COPYRIGHT 2012 \ \ \ \ BLUELINE ARCHITECTS P.C. PROJECT#: 1101 � � `� \ SHEET TITLE: DEMOLITION& � , � f � � �� �� I� CONSTRUCTION STAGING PLAN � � �42.P� 1" = 1�' � � A1 . 40 � � , / / � / 8558.5 8555.7 GRAPHIC SCALE � b'S'S 0 10 15 20 30 50 � � / `�v6� �` � N � � ��/ � Q � � i����- ���� PH �IN FEET) w Q � � / 8552.7 1 inch= 10 ft. I_�� � O � - -�r - -_ � X Q 00 / � � m U � EXISTING MAJOR � I CONTOUR (TYP) i ;'� �� w z I / � � 1 � � � � i � � � � � � Q � / 8550.3 EVERGREEN TREE (TYP) ` � � � � � � i � . .o .\ � � � / / �. ,, \ � i � � � � � / EXISTING MINOR CONTOUR (TYP) � \� GROUP OF SMALL I � I �' ASPENS � / � „ ;, / � '� \ "! Z SEWER MANHOLE / � � � � (TYP) PROPOSED BERM � / � ` �, _ � � F / .&548.0 ',� � '`,,�. � � LOT 10 � � Q � /\\ � FLOWLINE (TYP) 0.4996 ACRES � � O � � 8547 � � � 5056 MAIN GORE N / � DRIVE NORTH \ 1 Z � / / - _ .f - - - - � � CLC 6N A CC RAVE�L ISHOULDER 8 � - - ' 15" CMP � � � � � INV. IN = 8545.1 � _ � _ � a�� � '��,,,� � �- �� � J � LL / AFTER DEMO OF EXISTING INV. OUT = 8544.5 � k ,� � � DRIVEWAY / $5 9 � � � _` \ \ �' \ � O Z , � � , , � � i LOT 1 � W z o � � 46.1 �� � \ ` I Q V � S � A \ ` Z Z � PROPERTY LINE � o0 46.2 46.5 � ` � ! Q Q � � � c1, 8550 � _ - � PROPOSED MINOR � � (TYP) � � � 2.0% r - - - - - _ - - _ �,� CONTOUR (TYP) � W W V) � PROPOSED MAJOR o I h � � � , 8551 � �� ( � � � � � Z U CONTOUR (TYP) °�,° � l� �� � � � � � � � � �° � Z _I O ,J �' �/ �� � � � 3.0 � I _ � Z = Q O� // � � � - �� � � � � = Q � > � cr � / C� EXISTING Q � � m � - �� RESIDENCE TO BE � , .2 � / p�° I hc�`1� / � DEMOLISHED � �p N �O � \ / �'� STAIRS T.O. CONC. I � , �J � � / / I 99-0 = 8547' � I- Q � � SINGLE FAMILY - � (� _46.5 47.5 RESIDENCE I LI M I TS OF N � � 46.5 '�� � . \ � 47.3 / � DISTURBANCE .J � � � ` .0. STONE I O ( � ` I 54 T0. CONC. // � / (TYP) m � ��^�=- \ � EXISTING DRIVEWAY 100-0 - 8548' I , � O � & CULVERT TO � � � � �� WILLOW�� �; BE REMOVED & 45.7 � � / I H J 8544.3 / ��< DISPOSED 47.5 / � O� � � BUSHES j� � 47.3 47.5 I � �� ' J � � � � - � � - � �; -- 2.0� _ -I ' �/ j�. � � ` ° � � � � � . � � �� CONTRACTOR TO � � / � � � T.O. CONC. � ��\ � 0° � GRADE SWALE TO DECIDUOUS TREE (TYP) � Ui 8547.5 ► S�, � � DRAIN AT 2� MIN ` � �- I J � o � / � �Q' � 2.0% � / /� , STAIRS I 1 � � `��� /� � � /� �8\3 \\ / � ��� / � � GROUP OF SMALL � � 8S� s�s , / ��� I �v� o - � ASPENS \ - - (� � � � ,`� 2.0% 47.0 ' � > BOULDER (TYP) � ` � - � 46. � I `� / � � ` ` �� � �� 8543.3 � ` � ` � �� O / _ I � .� =O / / l C5 J`i-.�- \ ` �� � \ T.O. CONC. � , � � � � � 99-0 = 8547� :� I �,��- � ;,��, _ INSTALL 56 LF 6" � 47.0 � ,`� � N O TE S: PVC PIPE AT 1% 46.7 / INV OUT= 43.7 � � J / , 1. The Contractor shall provide erosion control in accordance with Best Management ELECTRIC METER (TYP) `� 47•0 /� � Practices. w 45. �_ i- CATV PED. (TYP� 6.0� ao � 2. This drawing represents an existing topographic survey of the undeveloped parcel, o 24" CMP � � �� ' � supplemented by design information from the Buckhorn Subdivision Fifth Addition INV. IN = 8540.7 \ �� ` P , � �o PROPOSED DRIVEWAY � / /� Construction Plans, the contractor is to field verify information prior to construction. /� i " � _____-- --,,�, ' 45.6 6, � ��° o � 3. The Disturbance limit line is the contract limit line. Do not disturb any existing zo � � � � / trees or vegetation designated to remain or located outside of the construction limit PHONE PED. (TYP� � o line without approval of the Owner and the Town of Vail. �/ -e � �� � 46.0 N � \ Provide � � 4. Contractor to verify existing site information, including structures, utilities, property � foundation 46.6 lines, limits of roadways, and curbs and gutters, that may effect the scope of work EXISTING STOP ` � _ _ ' �• prior to beginning site construction. � � , - drain - � � SIGN (TYP) 8544.0� � �� \ IoCations � _ /� INSTALL 18" X 18" NDS YARD 5. Existing utilities are indicated for information only and not intended to show exact d' / location. The Engineer is not responsible for the location of underground utilities or � ` SA� � / and � DRAIN (OR EQUIVALENT) structures or not shown or detailed and instolled by any other controct. The O � \ � � termination ��; I 6.0 2 �%. 46.4 RIM = 46.5 Contractor shall locate all utilities and maintain the location during all phases of the � � � points per INV = 45.0 work. Contractor shall be responsible for any damage to utilities or structures and any � � �SQ � SOIIS � I _� ��\�:� / injuries therefrom. Restoration of any utilities damaged by the Contractor shall be at S the Contractors expense to the satisfaction of the Owner. CONTRACTOR TO � \� engineer ` � � ��� �` / INSTALL 1' CL-6 � � ' ' � LOT 9 6. Conform to Eagle River Water & Sanitation District Manual for water and sewer ABC GRAVEL � � � �STt6, �� � � � � // construction. Maintain 10 feet minimum separation between water and sewer SHOULDER ALONG � � � � underground service pipes. Maintain seven feet minimum cover at underground water GORE CIRCLE �iO � / / ��' � service. Sewer service shall have minimum cover of 3'-6". Provide sewer clean out �^ � with location to be reviewed b the En ineer. C 8545.� ,� \ � 46.6 � ,' Y 9 C � � / � � ,�/ INSTALL 32 LF 6" 7. General Contractor to provide drawing showing proposed utility service connections ��C � d's\ �g , PVC PIPE AT 2% for the Engineers review prior to construction. �� Aj � / 46.9 � ` '( / 8547 / // 8. Road cuts and any other construction in road right-of-way shall conform with the �SO� � � ' / Town of Vail requirements. \ ,Q INSTALL 18" X 18" NDS YARD ' I, ' � DRAIN (OR EQUIVALENT� 9. All Compaction shall be in accordance with the Soils Report prepared by the \ O � � "��� / RIM = 45.8 Geotechnical Engineering. •� �� I I N V = 44.3 \ \ / 10. Provide written notification of all discrepancies between existing and proposed site CONTRACTOR TO . improvements. LOCATE UTILITIES ° \ ° ` 47.0 � ` ° a • PH � � 11. Contractor(s) shall take all necessary steps as required to properly protect and \ AND NOTIFY °. '�. 4�,a6 � / maintain his work for the duration of this contract. ,a, � � / \ ENGINEER IF CONFLICT ARISES R15.00' g547.6 a � \ "� �8 I 12. These drawings do not specify safety materials, equipment, methods or sequencing, , °.a , S4) / = to protect persons and property. It shall be the Contractor's sole responsibility to \ �° - � � direct and implement safety operations and procedures to protect the Owner, other � 4$.2°, � � Contractors, the public and others. \ EXISTING EDGE OF a �; ° U, ASPHALT (TYP) 4' CONCRETE PAN 48.2 8SA6 \ � 13. All work shall comply with all applicable codes and ordinances. 1 14. Contractor(s) shall employ a licensed surveyor to establish all work lines. \ R15.00' 48.5 \ � 15. Contractor(s) shall stake out all areas, including walks, pavements, walls, pools and \ INSTALL 37 LF 18" RCP AT 3.5� / \ fences and shall obtain the approval of the Architect prior to proceeding with the work. WITH FLARED END SECTIONDS � � 16. Notes and details on specific drawings take precedence over general notes and \ INVERT IN = 8545.5 � \ typical details INVERT OUT = 8544.2 8549.3 � \ � \ 17. Conflicts or discrepancies with grades shall be brought to the attention of the Architect immediately and prior to proceeding with work. \ \ 18. All finished grades shall provide for natural runoff of water without low spots or pockets. Set flow lines accurately and provide a minimum 2.0% gradient unless \ otherwise noted. ; \ 19. Grade away from all buildings at a minimum slope of 10% for 10 feet in unpaved � areas and minimum slope of 2� in paved areas, unless otherwise noted. N ° 20. Cleanouts shall be provided for all changes in line and/or grade for the sanitary JOB: 12013 o \ sewer service. DATE: 06-18-12 3 SCALE: 1" = 10" � 21. Owner shall obtain permission from neighbors prior to grading onto neighbor's � property. v � \ 22. Sidewalk and patio designs are by others. �� SH EET 23. Utility service tie in elevations to be determined by Contractor. y � C-1 � ` � N OT FOR CON STR U CTI ON � N \ � M O N / a z a z 0 ��a� co�,��, _ _ - - - — - - _ _ _ ���` �`�� — — — — K ET RAY � — � �r BRiDG�S I� * � � � - 4I�D37"z ,,� i / �f�� \�`� � � �Er��r�aL uor�s: �SE�3 A'Pr►�t� � / I. Slt� AREA, AS INDIGAt�D ON t!-{E SItE SURvEY, IS 21,762.6 5.�. Show building sewer. / / 2. CON7RAGtOR � EXCAVATOR t0 CARE�ULLY IUORK AROUND ALL 7REES ON TH� N � � water supply lines and / SURVEY, EXCEPT FOR TNE TlUO TREES TACsGED FOR REMOVAL ON TNE SITE PLAN � N � � / OR CsRADiNCs PLAN. REMOVAL OF ANY tRE�S REQUIR�S tNE APPROVAL OF tNE u � � gas electrical service OUAdER < ARGI-IItEGt, ti � � locations ( Include / � o L � type and size) � 3. GONSTRUGTION TRASI-I DUMPSTER TO BE PLAGED IN TNE AREA OF TNE �� � � � PROPOSED NEW AUtOCOURt OR IN tl-IE PROPOS�D PAtlO AREA. c c � ~ d d / 4. S�E SH��t A2.01 FOR LANDSCAP� INFORMAtiON. � � _ .Q � / / 5. REFER t0 GIvIL DRAIUiNCa FOR DR41NACzE d CsRADINCs INFORMAtION. �1 � � SIIOW �c 3 � 6. DEMOLITION NOtES: ~ location of � - ALL EXISTINCs UTILITIES LUILL C:O BAGK TO TI-I� MAlhl LINES AND/OR TNEIR — upstream / _ _ _ r�sPective vau�ts, tYP. z � - tl-{E NEIU I-40USE CONStRUGtION IUILL GOMPL�TELI' ENGOMPASS tl-IE SeWer � , , � — —� � �� � FOUNDAtION OF tH� EXIStINCs HOUSE. ��; manhole / ,_ �855 SS� � and its rim — � , — — � � � ;� elevation — � — — , � / =� � � � <t / / i \ � � \ � PH i \ � � � i � � A � � i � � � A - -�- � � , , � �� � _ � / , � � � � �� � � � - - - - - _ � � _ � � � � � — � � � � � �� \ � � � � I � � � \ � �- - - - - - - — _ � � I � � � � 1 � o� \ � � � � �� A � i �, A � _ _ _ _ — — _ I � � � � � � � / � � / G SE�B A�K \ _ � � � � � v\��AN � � A � � � � � �5� � \ \ I � � o � / � � � ' � A � � � c�o � ' � � �� � � � o � � � 1 � � � V � I o 0 � � � — I � \ � � � � � � � A � � � \ � � o � � � �� �� \ 1 �� �� � � � � � � � � i� � � \ � � � � VJ � � L — � � � Q � m � cS` c *' � — �� � � � � � � � � / _ / — � � A �� � � � ti ❑ n., � / � � v , - � � i �� � � i � � � � LOT 1 � � ;� ' � \ �` � 1 � i , / �' � / �' , ' � � i � � , LOT 10 �� � o �� � , � � � ; � � � � � � � � � �cS'S� � 1 m � � I � � � � � � � �, � � \� � � � 1 � � / , � � _ _ � � ' �� � 1 la'-�\ � � � \ � / � / / � / I � � � �\ \ �\ � \ � I / � - � I i i �- � � i �\ ( ,4 I-1 L� E O IC� I _ � � - - - �-____ _ \ ��� i � \ I� � / ' � � __. �� �� � R o e V� i � � ; �,: ��� �� � � i i � � � / � � � I -.,� �� I � '_ � � � ( � �� � � S E IN O � � � �� .� � / � 1 � � � � ��� � G � � � �i — I �� � � I ���A � � � l � � " �\ � � � �� � � � \ — _ �� � � � , � , �� w � I � _ A �_ _ V �� � , � �� � \ Z , 0� � , � Tl' � � — — � ,,, � � � ' d , -1- _ _ � ` � \ \ w ❑ � �C / �� � �j 1 � � � ' , DASNED LINE O� NICxN a � — � ' — — — �� � 1 � � � � � � \ ROO� ABOVE � �- � � I Z o o � - , � � � � C`i �, I �t.o_c�c. I I � �� �� \ � \ � 99'-0" = 8541' ❑ W Q � � �- ��� � � `� � ` � �,- _ _ _ _ � �' �� �� � �asNE� �iNE o� G RAPHIC S C ALE � � � EXIStINCs I-IOUSE TO BE �o o s io 20 4o O Ln � � �� � � / � � � ��� � � � � � � � � �� �� `� REMO�/ED � , � ��l � � - - - - -� _ I _ � � N N I t0 � � / � � � ��`°^ `�� � �X I ST ING� � t. _ o t.o.cor�c. � � � � � � ❑ �— � � / � "� DRIV�UJA1' TO BE T.O.CxRADE 8 �'�. 5' � I '-m" I= s54s I I �� I �� ( IN FEET ) N � �'�' aI \ / / /� �� 1 � 85�6.3' � � � \ � \ 1 inch = 10 ft. � � � AB�ANDONED I I � � � � (] � � � � � � �� � � � ' I � I � ��� � � �- � Z 0 �- � , � � � , W , J o ' �,, oa / i �� �f�� � � � � � � � 00 — � � � _ � � � � - - � � � � \ � � � � � � � �� i � I 1 � - � � _i - - � � � � ❑ ' � J � /,� i � �� E><ISTI�Cx EDGE —�I �� /��' / �I � � � �c4 N � �� � � � / Oi� I�RIvEWAI' I �� � � �`� I � � 854��o�c. � �� SS� \ � � , , , � , , ,� � N � � oo � � , , , i �� i � i `� � � � � � � � �� ` � ��, � � �-- J p m � �Q' � c,� � I � � �l/ V � � � � � '� � � � W J ] � �� � -- � � U Ul J � � ,�, ��- i � � o,�� � I � � � � / , .�„ � I SV-4 D�I1�E O� � � � /� � �� �� � � � Ei� 1' �� B V _ � i �' � -''-, I� � `SS � � � � Q� � Q / , o`� / � � �-��- , � ' �\ �� � � �` / �� �� � � , , �, � Q � , , ,�J � � � 1 ; � ; i � ; � I ��� ��� I , � � � � / � � — � ( i \ i ' \ i �'� � � � 0 / �. , � � , 1 / � �� \ � / � � � �\ � - - - � � \ , � \ � � �o �� � � I �� f \ � �� �' � / �i� �; � � � �V �t�,� � \ � � � � ,� '8545- - - � - - - �`�;- - - - � � —� ,�� �, �,� \ _ / � � � � ' � r. . '�vNC. ' � CxAS � ELECTR�C m � , i , �, - -8543- - ' � `� � ' `� , - � _ -��� � � _ ; � 9 �-��� _ $5�,� � �� �� �� ME�r �oc,�tia�s [�] � �� � � �_�-_ __ , � � � %o � o \ CNO s�NOUJ UJILL SNED / / � � i � � � � ��A 1 - - ' / �J�� ,� ON M�TERS) I � �� / � � � � , � � _��_— � ' �� \ \ � � �� � � �� � � _ , �i� �� - I � i 1 ; v � � A � ;� / / � -8544 � �� _�_ <T - - � � � � � <•,, � � ' // � — � �, V� ! I i A� � � \ � ��"� i� '�J � � �� � � V�� � ���i r���l�" � i �� �� � \ �\ � N �� � � �� �� � � ���� PROPOSED��Di�ll/EWAI' � � ��� �� �� � �� � � � �� � - - - - - - - �-� � �� �A 161�.5 �S� ; � // � � � �g�4�_ � �_ � � � � � X�,� „ � ���� RE: GI1/IL D'�AWINCx � � A / � A / - � �A i �� , �ASNED �INE� � � � � � � � ' � � � A , � ---� , ��, // � A I�DI�AT� PAI�KINC� �� � � " � � , ; ���� �----� ' „ � S AG� � � ' - -8546- - _ , �;�__ � �l �� �, // \ � � � ` \� � / � BURIED �" P1/C DRAIN PIPE �� I i � ���8� � — �� V� � /� �� RE: GI1/IL DR4WINC� � � � � � � � \ � �� _ i ���c S� � � , ���� �� � ISSUED FOR: DATE: � \ � T � ' \ � . � , � , � �@ —g��_�_ — � � �, , �����, V��A �� 25%DD PROGRESS SET 01.11.12 �� I 1 � , �,;.,���� , (STRUCTURAL PROPOSALS) � / � _ _ � ��� � ' � ��`� = ' /A ��� i ��� g 50%DD PRICING SET 03.01.12 � � � � � � _ � �� � � � DRB SUBMITTAL 05.29.12 �� � � ' � � _ � DRB REVISIONS 06.18.12 � � o ' I� \ 100/o CD SET 06.27.12 F � � v � ��� � � j � /,Q � � � �� ��� _ _ _ � ; � ��F �� �� ` / ������� —8s48- _ _ ' � / , - \ �J^� , �� - �� � 548 � � � � � � �� � � ` � / � � \ � � � � � �` i ' � - - _ _ � •� � � � �� � ��5 � � 4g, � � '� � � �� � � , \ � o _ _ ���� _ - - � � � � � �a � a . �� �� �� PH � / V ����a �� � � � ` � � � � � �� ' _ � \ �� � �a �� � � � � \ ��� —�_ � _ — �F' CONC. PAN �, � � � ��°a � a � �� � A � � � SHEET SCALE: 1"=10' \ �� � � A � DRAWN BY: KB � � ° � \ � EXISTINCx EDCxE OF � � � � � CHECKEDBY.� KB � RO,4D � � \ � � BL�UEL�I E ARCH TECTS P.C. \ \ \ � GUL VE RT �— � \ PROJECT#: 1101 � RE: CIVIL DRAWINCx \ � ' — �� � SHEETTITLE: SITEPLAN � � \ � � , � f � � � � /'� � � \ �42.� 1" = 1�' � A2 . 00 � , � � � � , , ,\� �� �����j ������ � �� �� ��, K E�� �QY ����� � �r� B�1a���S I� * `� � 4ad3`T� Cx�NERAL NOtES: , � �*. �� � 1� ,�(�,, i. ALL LANDSGAPINCx MUST CONFORh1 TO TNE TOUJN OF VAIL GODE SEGTION 14-3-2 �/�/� p��'�,1 \, GONGERNINC: LANDSGAPINCx UJITNIN OR ADJACENT TO ANY PUBLIC RIC:HT OF UJAY. �� ��+► 2. PER tNE tOUJN OF VAIL CODE SECtION 12-6B-i(d, At LEASt 60qo OF EACN SItE MUST BE LANDSCAPED. � E E N V V � 3. PER TI-IE TOU1N OF VAIL D�PINItION OF 'LAh1DSCAPINCx', tHE �N7R1' PAtlO LUAS ` N � � CONSID�RED t0 BE LANDSCAPINCx FOR tHESE CALCULA710NS BEGAUSE It IS LESS u �p y y THAN 20qe OF TNE Ol/FR4LL LANDSCAPED AREA. ~ = = M ,C t 4. SITE AREA, AS INDIGATED ON TN� SITE SURVEY, IS 21,162b S.F. „-� � � � � d d c c LOt AR�A DRIV�WAI' AR�A BUILDINC� �OOTPRINt LANDSGAPE AREA P�RGENtAGE ~ .� .� � 3 lS.�.) CS.FJ CS..�� CS.�J lio� _ .Q � 21,�I�o2.�0 l�ol�.r✓- 21�19.5 1�,9�0�.�0 82.�o u� � � � �c 3 Z _ � i='L�N� L�G�1�11� �;� ,� ��� ������_ � / - - � ���5�� PL?.NTING NOTES ;� SYMBOL QTY BOT�4NIGAL NAM� GOMMON NAM� SIZE I. THE PLANT LIST IS PROVIDED POR THE GONVENIENGE OP TFfE Q GONTRAGTOR. TFiE GONTRAGTOFZ SHALL VERIPY ALL PLANT GOUNTS "r� AND IF A DISGFZEPANGY EXISTS THP PLAN SHALL GOY�RN. 2 PIGEA PUNGENS GOLORADO SPRUGE 8' HT. 2, LANDSGAPE GONTRAGTOR SHALL BE RESPONSIBLE FOR BEGOMING AINARE � PIGEA PUNGENS GOLORADO SPRUGE 10' HT. OP ALL UNDERGROUND UTILITI�S, PIP�S, AND STRUGTURES. THE LANDSGAPE 1 . GONTRAGTOR SHALL BE HELD RESPON51$LE FOR GONTAGTING ALL UTILITY GOMPANIES POR FIELD LOGATION OP ALL UNDERGROUND UT�LITY LINES PRIOR -� TO ANY EXGAVATION. LANDSGAPE GONTRAGTOR SHALL 8E EXTREMELY �� 2 PSEUDOTSUGA MENZIE511 ROGKY MTN. DOUGLAS PIR 12' HT. GAREFUL WHEN PLAGING PLANTS NEAR UTILITIES. �� 3. LANDSG/�PE GONTRAGTOR TO REGEIV� SITE GRADED TO +/-0.33 FOOT OF � �y,^^�� FINISHED GRADE. WW�� 4. FINAL LOGATION AND STAKING OF �4LL PLANT MATERIALS SHALL BE AT THE DIREGT�ON OP TH� ARGFfiTEGT/OWNER. LANDSGAPE GONTRAGTOR SFfALL � IS POf'ULUS TREMULOIDES ASPEN 2" Gali er NOT PROGE�D WITH PLANTING OPER,4TION5 UNTIL STAKING IS PULLY APPROVED. p 5. PLANTING BAGiG FILL MIX IS TO GONSIST OF 80`Xi NATIVE TOPSOIL, AND 205G 8 POPULUS TREMULOIDES ASPEN 3" Galtper GOMP05T. 6. ALL DEGIDUOUS Tf2�E5 ARE TO SE STAKED WITH 5' STEEL 'T' STAKES AND REVEGETATE ALL DISTURBED AREAS WITH GUYED WITH #12 GALVANIZED WIRE AND I-I/2" WIDE, GREEN, NYLON TREE STRAPS. ALL EVERGREEN TREE ARE TO BE STAIGED WITH THREE 5' STEEL 'T' - NATIVE AND WILDFLOWER SEED MIX. STAK�S AND GUYED WITH #12 GALVANIZED WIRE AND I-I/2" WIDE, GREEN, ' � NYLON TREE STRAPS. � � '7. A FINE PESGUE 6 IGENTUGKY BLEND IS TO BE USED WITHIN THE BOUNDARIES � LAWN OR GROUND GOVER TO GONSIST OF PESGUE/BLU�GRA55 BLENDS. OF THE STONE SITE WALL ON THE WEST SID� OF THE HOUSE PEf2 TH� / � LANDSGAPE PLAN. N � 8. PREPARATION OF NATIVE GRA55 AREAS WILL INGLUDE TH� FOLLOWING: N � � � - LOOSEN SOIL TO A MIN�MUM OF 2' DEf'TH. REMOVE STONES OVER 2" � � IN DIAMETER AND STIGiGS, ROOTS, RUBBISH, AND EXTRANEOUS MATTER. � „Oa / - DISTRISUTE 2" OF TOf'SOIL TO BE GULTIVATED INTO NATIVE SOIL. -a � - GRADE AREAS TO A SMOOTH, FREE DRAINING EVEN SURFAGE WITH A R � LOOSE, MODERATELY GOARSE TEXTURE. REMOVE fZIDGES AND F�LL p O � i DEPRESSIONS AS REQUIRED TO DRAIN. • N p � U / EXISTINC� ASPEN 9. ALL DISTURBED AREAS TO BE REVEGETATED WITH NATIVE GRA55 SEED MIX U SOWN WITH THE POLLOWING MIX AT A RATE OP 42 Ibs. PER AGRE: � TREES TO REM,41N �n L ° L I�"✓-� GREEPING RED PESGU� a> pp 5% SHEEP FESGUE a > +3 / 255K Ai?IZONA PESGUE � y O c / � 305G GANADA SLUEGRA55 IOr`Y� IDAHO FESGUE ~ � a g / \�� � I IS% SLENDEf2 WHEATGRA55 � � I Wtl�flower seed/forbs mtx shall ba added to the native grass mix at the following � ���� ra es per acre: � Wild Flax I Ib/acre / Rosy Pussytoes I Ib/acre ��� Sco ch BeBlPlowerumbine 25 b/acre / WATER THOROUGHLY AT THE TIME Sulphur Indian Paintbrush 5 Ib/ acre � OF PLANTIN6. DO NOT FEfzT�LIZE AT Aspen Sunflower 2 Ib/acre TF+E TIME OF PLANTING. Scarlet Gilia l Ib/ acre �/ T.O.WALL � Silvery Lupine 2 Ib/acre IfD4'-0" = 8552' I Ghiming Bells .25 Ib/acre � Rocky�Nitn. Penstemon I Ib/acre EXACT LOCA710N OF 7REES 70 BE T.O. WALL 15'_D" � f'RUNE OUT DEAD OR DAMAGED 5howy Goldeneye .5 Ib/acre DEtERMINED ON SItE U1/ TNE OI.UNER �r�i'-0" � 8549' BRANGHES PRIOR TO PLANTING. Wild Buckwheat .5 Ib/acre 8 ARCN(?ECT, T1�P. I� � / � 1O. �AT TELRATEIOP S�Ibs.P�ERrl000 s.fHSMALL BE BROADGASTSPRIOR TO / � 12g WIRE-DOUBLE STRAND-TWISTED. SEEDING. � WRAP TRUNK WITH II/2" NYLON STRAP II. MULGH ALL SOWN Ai?�AS WITH 2"-3" OP WEED FREE STRAW. TAGiGIFY BOULDERS �OUND ON SITE DURINCx ��` ° � � WITH REINFORGED GROMET. STRAW MULGH AREAS WITH AN APPROVED ORGANIG TAGKIPIER AT THE EXCAvATION 70 BE 'NA7URALLY' � - � RATE OF I20 Ibs. PER AGRE. WORKED INTO NATIVE G�RASSES ON "��� ` � � � �� 12. ALL SEEDED AREAS WITH A SLOPE OF 2:1 OR GREATER SHALL B� tNE BERM B1' LANDSGAPE / I I I W � � I GONTROLLED WITH EROSION GONTROL NE7TING. , , �" � �5' STEEL 'T' STAKE 13. AFTER SEEDING RAKE OR DRAG SURFAGE OF SOIL LIGHTLY TO / � � � i REINGORPORATE SEED INTO TOP I/8" OP SO�L. GON7RAGtOR ° � ° ° - ` � / y � � � � � � ROOTBALL TO SE PLANTED AT OR 14. NO LAWN IRRIGATION SYSTEM TO SE INSTALLED. � � � � � SLIGHTLY ABOVE PINISH GRADE. 15. ALL NATIVE GR,455 SEED AREAS WILL SE IFZRIGATED FOFZ THE FIRST YEAR � IRRECxULARLI' PLAG D SANDSET � A TEMPORARY ASOVE GROUND SPRAY SYSTEM. STONE PAvERS UJ/ Cx OUND GOVER � � / I6. LANDSGAPE GONTRAGTOR SHALL SUBMIT A W121TTEN DOGUMENT i2�GARDING Z ITS POL�GY ON PLANT GUARANTEE AND REPLAGEMENT TO TFfE OWNER. EAGH � 8 CzRASSES NTERSPERSED � , _ _ j GUARANTEE SHALL GONFORM TO THE MiNIMUM STANDARD OP REPLAGING � � � �-� � ���y � W,4TER RING ALL MATERIAL INGLUDING LABOR, DUE TO SIGiGNE55 OR DEATH OF A PLANT � / � � � / FOR A PERIOD OF ONE YEAR POLLOWING THE PLANT'S INSTALLAT�ON. � � � � . `��� � ___ � 80% TOPSOIL, 20% GOMPOST � � ° �" =i I=11-I=�I I I��.I _�I I I I-i I--I I.=I- BAGKFILL. � I I I I I I I � I I I I I I I I � Q "y°� "� �I I I i I I 1=1 I I I I 1=1 I 1=1 I I I I I I 1=1 I I I 1=�I 1=1 I I- � � �_-���-I I-1I I-1I I- I I-1 I�-1�� ���- ���i� GOMPLETELY REMOVE BURLAP, WIRE 8 ROPE �� a �.�� _ _ = iii_iii_�� TEMPOR�RY EROSION GONTROL � W y�� �I I I I I I I I I I I I I I =1 I I-1' �ROM ROOTSALL. SHOULD THE ROOTSALL � r � � � ��� �� =1 I 1=1 I I I I=_____ I I 1=1 I i� BE UNSTABLE REMOVE BURLAP AND WIRE ONLY Q - � � '=1 1 1 1 1=1 1 1-I I I-I I I-I I I-I I I-I I=1 1= I. T H E G O N T ft A G T O R S H A L L P R O V I D� E R O S I O N G O N T R O L I N G O N F O R M A N G E W I T H B E S T ° ° ° � ° � ° �`� � � II��III I -II III� III���III��,III Ili= AS POSSIBL� WITHOUT GOMPROMISING �NTEGRITI' � L(� �/ IL_�III� iII II�_. " OF THE ROOTBALL. M A N A G E M E N T P R A G T I G E S. � � ����^ � `. . ��r� 4 .� �� I I 2. A "GEOFAB" SILT FENGE IS TO BE EREGTED AT LIMITS OF DISTURBANGE DOWNHILL OP � N N �L � / � '' 'V'�/�r 7A.WALL � -y BU LD NC3 GOMt'AGTED SU$GftADE. GONSTRUGTION AND IN PATHS OF DRAINAGE PRIOR TO �XGAVATION AND KEPT IN � � r �`� 101'-0" = 8549' , ` - °�, � E �OOTPRINT I PLAGE UNT�L FINISH GRADE IS AGHIEVED. � `' V- � " " " W���- 2��I9.5 SF I 3. AT THE BASE OP TOPSOIL OR FILLSOIL STOGKPILED ON SITE A "GEOFAB" SILT FENGE N s � y° � y � 2 X WIDTH OF ROOT SALL � �y =� W � . .�. W T.O ON OR STRAW BALE SATURATiON BERM SHALL SE EREGTED TO GONTROL SILT AND SEDIMENT. � � O `V�, ��� �� i �° ° ' ° ' �w�W❑.�.�.°.����� ���� �� 15 ���a I����� T��� ���-��T I I���� 4. THE GONTRAGTOR SHALL BE RESPON518LE �OR PREVENTING THE REL�ASE OF SED IMENT- �- O � � � � W W � LADEN WATER (MUD) PROM THE SITE AND SHALL BE REQUIi2�D TO INSTALL ADDITIONAL W � J � j'�� ; �� I�IOT T� ����� GONTROL FAULITIES AT THE DIREGTION OP THE LANDSGAPE ARGHITEGT OR � ❑ Q�/ `;� � � /. APPROPRIATE TOWN OP VAIL OFFIGIALS, IF PROBLEMS OGGUR. � � m rn IZ T.O.U1ALL " v� ❑ ����-��� : s��.9� ' O O j J i ��� �,�, �, � � � � � 0 � / ���_ � WATER THOROUGHLY AT THE TIME � U � \�-' � OF PLANTING. DO NOT FERTILIZ� AT � � m � /,�, � �� THE TIME OF PLANTING. � W J � .�„ J -- _ �_ ; ' �, a �� - \ PRUNE OUT D�AD OR DAMAGED � � � �� � �" � � BRANGHES PRIOR TO PLANTING. � � � � � i� � � , , , � a � � � V I \ � � " �12g WIRE-DOUSLE STRAND-TWISTED. � �• / � \\, � . WRAP TRUNIG WITH II/2" NYLON STRAP � O / y ' � DRY-STAGKED FIELDSTONE \ \ 1 -,�� � � , / WITH REINFORGED GROMET. f2ETAINING 6"-12" DIA. � I V' � � � / � .i� �d� \ � � r � � � �� � �t T '�cJ'�I �>- -- � n � � � �5' STEEL 'T' STAKE �;�� � f r�`�;' � � t � . EXISTING GRADE � � � � � T;�� �� % �� _ /.� �` T.O.WALL � � � � �' � �� � ROOTSALL TO BE PLANTED AT OR � � - m �_; � \ \� • - \ , i \ J - �� � � ,� � � ,�,^ < � / SLIGHTLY ASOVE F�NISH GRADE. I= � -� � � �i / � A` 101'-0" = 8549' s� -� �,�',�, � \ _-�� ��l � �� � � �� ,� � � � � �r, � . �� �� FINISH GRADE AT� .� � �� � / �� � V� � � / �li �� ' � , � _ ROOTBALL SAUGERV I , , � � � \ \ ,. , / .. a��,..� d J °�. y '. .� _ \�� . -I I-I I- \ ��- � � \ - - - ,� �, � i � � � � - �� „�� �� � YVATER RING � ; � I � . � � - � �� � � � SOh'i TOPSOIL, 20% GOMPOST ��� y��. I I- . � .� ',� . � � � � / i � I I� I ��. ��I I� BAGiGFiLL. � �� / � / I I I I I�I I I I I I _°''�° I �i I I I I I I I I I I I-I � � I I I I I I[ I I I I l r I I I I I�I G I I I 111=111-111= I - I - I- �� � GOMPLETELY REMOVE BURLAP, WIRE 8 ROP� �� �. �.�� � �� . - - � � ASPNALT AUTOGOURT � ���� ��ii ii u- a - i-ii-i�� ��� ����� � � �_ �i �ii iii-iii � ii_T, �� , y � �'� �, -'� � � ' � DRI VEWAY � II I II I- � � ��J-I' FROM ROOTSALL. SHOULD THE ROOTBALL � � _ _ � � �" il I I-I I I I I - I� I�I-I I I�T� BE UNSTASLE REMOVE BURLAP AND WIRE ONLY � �� � , I I 1=I I I I I I I I-I I I I- I- I I� I 1=1 I i I I i I I 1=1 I I I I�-1 I=1 I ,I � V AS POSSIBLE WITHOUT GOMPROMISING INTEGRITY I I I � I , �. �. , / 1�017.5 S� ... � �,,� _ � ' '�i- I I ��1= I„ I,;;,1=��� � OF THE ROOTBALL. - I - I I-I I- I �• � �� r ' � � �� � I -I I � -I I- �..... - - - - - - Y� � ��� �;� ... . � I I I I � � � �(, ALL AREAS DISTURBED DURINCx ' � � ������ � � ,� CONSTRUCT I ON 70 BE RE-PL.4NTED �coMpACren sus��,ne. � - � , � w� N.a-r i VE �Rass M i x, �-�rP. I I �I I I I ' � � �� , ����;��� � � �s, RE: �,�NOSCaPE No-rES �x w�oTH aF �oT B�� -I I I-I I- I------- I - � � � �� -s„ i-iii-iii iii -III _-_ ��� ,� , � �-� � �-� � �-� � �-� � �-i \ � � `�\ / � � � ��c������1 T��� �1c��Tl �!� � ���I�TI l�� �I� ����� ����T�� I��I� �e . � �. A ��i T� ����� � 1�I�T T� ��R�� � \\, � � �� � ISSUED FOR: DATE: \ �_�„� � \� � � /�`� � �� / 25%DD PROORESS SET 09.11.92 � � � \ ��.�� � �-' (STRUCTURAL PROPOSALS) \ � � O 50%DD PRICING SET 03.01.12 � � DRB SUBMITTAL 05.29.12 �� � / � ? � DRB REVISIONS 06.18.12 � i � �_ � " �� � �� � 100%CD SET 06.27.12 �� \ � 1 �� \ \ C�//� � �� � �- ��" � � 1 C��� / ` \ �� �� � � \ \ - 1� n �-u "�� � ;� �� ���, � \�', ; , _ �� - i ; SHEET SCALE: 1"=10' DRAWN BY: KB � '�, CHECKED BY.� KB \� O COPYRIGHT 2012 BLUELINE ARCHITECTS P.C. \ � \ PROJECT#: 1101 SHEET TITLE: LANDSCAPE � � �I � � ����� �� �� I� PLAN �2.�, ,�� - ,�� A2 . 01