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HomeMy WebLinkAboutVail Village Filing 7 Tract B Northwoods Bldg B Garage 2005.pdf ISSUE RECORD DRB ISSUANCE 05 OCT 05 4 J sj : I � I OU O J co LL. O Z N p U 0 � g0 co -j V O co > VC o � Z NORTI- WOODS PINGS DEL NORTE SANDSTONE CAP TO NEW RAILING AND STONE COLUMNS GRADE ELEVATION 1:21-011 G MATCH ARAGED GRADE ELEVATION GRADE ELEVATION 5222 5' 8225 5' TOWN OF VAIL a2215' DESIGN REVIEW REPAIR DRAIN TO ALLOW DRAINAGE — - ST,, , EXIST GRADE --- - - FRITZLEN III—III—III—III I I I��I I I—III III III III—III—III III I�I_I I I= I I 1=1 111�1=1 I i 9 II-111 III III—I P I E R C E I—III III-1 I I III III=1 I I III III—III III J I III=1 I I I I 1=11 I-1 III—I 111= IHII—I I_I 1=1 I I 1=1 III—III—III-TI—I I_I —III III—III I-1 11=111 111 111—I 11-1 11 I I1 I—III-111=1 I 111 111 1 I 1=111=1 I 11=1 11-I=I 11 111-911 1 I Fd 11 I 1=1 I 1=1 11=1 I 1=1 I H I I—I 11-1 11=1 11=1 I I--I I I-1 I I I=1 I I III—I I H I I—I 11=1 I I—I I I_I I I_I I I_I I I III III—II I III—III III=1 I I III=1 I I—I I •, 1 I-1 I IJ 1 1-1119119 1 1=1 1 1=1 1 1=1 1 1=1 I I-1 11 1 I 1=1 11 1 I 1=1 I I-1 191 1=111-111=111 1=III=III=11I—I11=III—III—I I1=1I I—I I1=1I I-11I-1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=11 ° =I I-1 11=1 I I-1 I I-11 Il I 11=1 11=1 1 1=111-111=111-111-111-1 11=1 11=111=111=1 11=1 I I I I—f 11—I 11=1 11=1 11—I I H I I=1 11=T-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I 11 1 I I-1 11=1 11 I 1=1 11=ITI=1 11=I I I-111=11 F-I l-1 11=1 11=1 11=111=1 11=1 11=1 I I —I 11=1 I t=1 11=1 11—II I—I 11—I 11=1 11—i 11=1 I I—I 11=1 11=1 11=1 11—I 11=1 I I—i 11—I 11—I 11=1 I— - I N I I-1 I H I 1=1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I H I I=1 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 I I 11 11=1 I-]11=1 I I I1 I FA 11=1 11=1 11=1 11=1 11=1 11=1 11 1111 111111 1 11111111111 I IEI 1 11111111111 I-=d 1 11111 1 11111 1 11111 1 111 , 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=ITI=1 I III-I H I I=1 11=1 I I�11=1 11=1 11=1 11=1 I I—I 11 11=1 11=1 I f-1 11=1 11=1 I I—I 11=111=1 11=1 11=1 I I 1=III=1 1=1 11=1 11=1 1=1 1=1 1=1 1=1 1211 =H II- H 1=1 I� 1=1 1=1 1 1=111=11=1 1=1 1=11H 1=I-III-III=III=III—III—III=III=III-III-���-III=III� f-1 H -1 I� -1 1=11 I-1 11=1 11=1 11=11 H 1=1 11= II-1 -1 I-1 -1 -1 1=1 -1 821 I'—O" T O GONG — GARAGE EXIST ELECT TRANSFORMER EXIST GARAGE ELEVATION A R C H I T E C T S 1650 E.Vail Valley Dr Fallridge C-1 Vail,CO 81657 vailarchitects com fax(970)476-4901 (970)476-6342 6ARA6E - 5 NOR7H ELE\/A71 ON ELEVATION 501 N®R7H 0 21 4' 8 ISSUE RECORD BID SET ANY 500-9 TERMINATIONS 02.18.05 NOTES CCW-711-90 NOTES UPDATE SHEET FLASHING 05.15.0 1) APPLY CCW-550 PRIMER a d TERN-BAR FASTENED 12" O.C. 1) INSTALL BACKER ROD. CRACK LESS THAN 1 Z1 6- WIDE CRACK GREATER THAN 1 Z1 6- WIDE 8 WIDE OVER CRACKS LESS (DIA = 1 1/2 X JT WIDTH) THAN 1/16% 16" WIDE OVER 4 a LIQUID MEMBRANE APPLIED CCW PROTECTION BOARD-H LARGER CRACKS. 2) INSTAL_ CCW-201 SEALANT. CCW PROTECTION BOARD-H TOOL SEALANT TO FORM A CCW PROTECTION BOARD-H NOTES AND SURE-DRAINTM DRAINAGE COMPOSITE 2) APPLY CCW-500 HOT APPLIED AND SUREE DRAINS DRAINAGE COMPOSITE 1 1/2" X 1 1/2% 45 DEGREE CANT. AND SURE-DRAIN7m DRAINAGE COMPOSITE r CCW-500-R HOT APPLIED MEMBRANE MEMBRANE 6 WIDE, OVER a CCW-500-R HOT APPUED MEMBRANE 1) INSTALL BACKER ROD. HAIRLINE CRACKS & COLD JOINTS 3) APPLY CCW-550 PRIMER TO SEALANT DEPTH SHAD_ EQUAL a TERMINATION POINT ON WALL CCW-201 SEALANT 1/2 OF JOINT WIDTH, 1/2" MAX. 3) INSTALL A 12" WIDE STRIP OF BLDG B AND 10 ONTO DECK. MLMLALAM CCW-711-90 FLASHING OVER 4 a 4) INSTALL CCW-711-90 FLASHING. 2) SEALANT.TOOL FLUSH WITH SURFACE. LARGER CRACKS. : TERMINATE AT REGLET COUNTER ALLOW TO CURE OVER NIGHT. FLASHING, OR TERMINATION BAR 4) APPLY CCW-500-R HOT APPUED a �,� CCW-550 PRIMER 8 MIN. ABOVE DECK AND 4 MIN. a 3 APPLY CCW-550 PRIMER. MEMBRANE OVER ENTIRE AREA, _:;; TO DECK. ) • INCLUDING OVER FLASHING. • � CCW-201 SEALANT ON a • . 8" ON EACH SIDE OF JOINT. a BACKER ROD 5) APPLY CCW-550 PRIMER. 4 a 4) INSTALL CCW-711-90 FLASHING, d 5) INSTALL CCW BOARD AND a JOINT FILAR APPLY CCW-500-R HOT APPUED 12" WIDE. 4 4 a CCW SURE-DRAINTM a MEMBRANE. d a a a d 4 d a 6) INSTALL CCW PROTECTION BOARD-H D d 5) APPLY CCW-550 PRIMER. D :4 AND SURE-DRAIN TM DRAINAGE COMPOSITE a Q APPLY CCW-500-R HOT APPLIED a MEMBRANE OVER THE ENTIRE CCW-550 a a' CCW-550 BACKER ROD (INCLUDING OVER FLASHING) PRIMER CCW-711-90 PRIMER 6) INSTAL_ CCW PROTECTION BOARD-H FLASHING CCW-711-90 AND SURE-DRAINTM DRAINAGE COMPOSITE CCW-500 HOT APPUED a . d a FLASHING MEMBRANE AT 1/8- THICK a a a 4 TERMINATION OF SHEET FLASHING ON WALL SHALL BE BELOW FINISH COURSE ■ _ _ mimm EXPANSION JOINTS ■ I wmm 500 - 1 CRACK TREATMENT ' ' 500 - 3B PERIMETER EXP . JOINT 500 - 3A 91 c 1996 CARLISLE CORPORATION © 1996 CARLISLE CORPORATION LESS THAN 1 / 2 © 1998 CARLISLE CORPORATION V I ANY 500-9 TERMINATIONS CCW-711-90 NOTES z SHEET FLASHING O TERN-BAR FASTENED 12" O.C. 1) INSTAL_ CCW-201 SEALANT. M J m "- TOOL SEALANT TO FORM A 4 CCW-500-R HOT APPUED 1 1/2- X 1 1/2% 45 DEGREE CANT. Z ^ p ' UQUID MEMBRANE CURE OVER NIGHT. PINO5 DEL NORTE NORTH WOODS U 0 CCW PROTECTION BOARD-H 2)APPLY CCW-550 PRIMER TO J O AND SURE-DFdJN DRAINAGE COMPOSITE TERMINATION POINT ON WALL AND 10" ONTO DECK. w J U m 4 3) INSTALL CCW-711-90 FLASHING. a TERMINATE AT REGLET COUNTER ~ > Q FLASHING, OR TERMINATION BAR ¢ m > GGW PROTECTION BOARD-H C7 8" MIN. ABOVE DECK AND 4" MIN. . ' ONTO DECK. AND SURE-DRAIN DRAINAGE COMPOSITE 4 O ►-- ' v 4)APPLY CCW-550 PRIMER. • CCW-550 PRIMER � APPLY CCW HOT APPLIED GGW-500-R HOT APPLIED MEMBRAN d a 1/1 MEMBRANE AND EXTEND OVER TERN-BAR FASTENED 12" O.G. W/ STAINLESS STEEL FASTNER Z a CCW-201 SEALANT FLASHING. 5) INSTALL CCW PROTECTION BOARD-H Q AND SURE-DRAIN'Tm DRAINAGE COMPOSITE GGW-201 SEALANT - LOW MODULUS URETHANE d Q a [] TERMINATION OF SHEET FLASHING ON a WALL SHAD_ BE BELOW FINISH COURSE 4 a d L JLLL 500 - 4A CURB 8c PARAPET — © 1996 CARLISLE CORPORATION zj Q Q GGW-550 . PRIMER `� FRITZLEN PIERCE 2 LAYERS GGW-711-�{O zn FLASHING a BACKER ROD CANTED FILLER MATERIAL MUST BE FULLY ADHEARE7 TO SURFACE ARCH I T E C T S 1650 E.Vail Valley Dr. Fallridge C-1 Vail,CO 81657 vai larch itects.com fax(970)476-4901 (970)476-6342 10ART**10' �NALL NEIIIIN �F-7A I L DETAILS _ I A8O2 A � � � ISSUE RECORD BID SET 02.1 5.05 UPDATE SET 03.15.05 REMOVE BUILDING MATERIAL BUILDING — B FOR INSTALL. OF W.P. 4" MIN (12" MAX) EARTH MEMBRANE $ FLASHING — REINSTALL �> i i%, 2" RIDGID INSUL. OVER 5" MAX GRAVEL FILL DRAIN BOARD / SPLASH APRON — _—__ tt T—_ — — — — _ — — W.P. MEMBRANE �! SEE LANDSCAPE PLAN i =ii-%iTi-iTi-iii-i ET�i n o a COPPER FLASHING J OVER N.P. BUILDING — B FASTENERS — 5TAINLE55 STEEL EXIST. STRUCTURE COPPER FLASHING W/ HEMMED EDGE BOTTOM — OVER W.P. — TYP. EXIST. SLOPE EXP. JT. W/ BRASS OR ALUMINUM TERN BAR RE: 500-35 CARLILE 4" MIN (12" MAX) EARTH ROOF �Z�ECK TO AALL 2" RIDGID INSUL. OVER DRAIN i a . BOARD 4 W.P. MEMBRANE ;j,// a -n r.2 I A501 �� SCALE: 1/2 III—III—III III—III I I I I—III— I I—IIII I I -1 I I-1 -1 I -1 =1 I 111 I I III11 . h TERN—BAR (BRASS OR ALUMINIUM) o INSTALL FLASHING FASTENERS (STAINLESS, STEEL) MATERIAL OVER @ 12"O.C. TURN DOWN MATCH SANDSTONE GAP REINFORCE TURN 4" MIN (12" MAX) EARTH J OF GARAGE D DOWN M a MATCH EXIST RAILING DRAIINN BIOARDL. OVER o Li OF GARAGED — Q 11 1 —111 MATCH EXIST STONE ON III=III=III III III= III1 111 11=1 I =1 111 11=1 I1 —III=1 —III N.P. MEMBRANE Z NORTH ELEVATION 1=1 1 11 11 1=1 I1 11=1 1I 1=1 1=1 1=1 1I 1 11 —III1 —I I O RUN W.P. MEMBRANE - III III III III—III—I III III—III III I —III— III=1 —III I—III m 12° MIN. UP WALL —III=III—III III I— I 1 11=1 I 1 I 1 I = —I Fill 1= — u M O III=111=1II1I1=111=111 1 1 O _Z o GEOTEXTILE FABRIC, OVER 6" —I PERFORATED DRAIN PIPE p a -11 -I I -1 I-111 III=III _ Z3 �' b 4" MIN (12" MAX) EARTH 6 m J O . , ,�.Y IIIIIII I-111=1 I =1I > U Co l III III—III—III=1 w _ _ _ 2" RIDGID INSUL. OVER DRAIN III III III III—III— Q — > BOARD III—III=1I 1=1 I,..� - - - - - _ I I 1=111=1 II I 1=1 I I < ' W.P. MEMBRANE O III III�III11111 _ 3 EXIST. SLOPE 1 IIIIIIlll=lll Z 111111 ,j IIIIIIIIIIIIIII EX15T. SLOPE II I 1 1111 111=1II �° IIIIIIIII Z 46 00 -U G C 70 AALL R00r = ECK TO GAP 3 5 4 �I A501 A501 A501 SCALE: I " = I '—O" SCALE: I/2" = I'—O" 5G,4LE: I " _� I'—O" FRITZLEN GEOTEXTILE FABRIGK OVER 6" P I E R C E PERFORATED DRAIN PIPE 6" NON-PERFORATED DRAIN PIPE SUROUNDED BY GRAVEL FROM 6ARA6E5 D s E 4" MIN (12" MAX) EARTH GEOTEXTILE FABRIGK OVER 6" 2" RIDGID INSUL. OVER 11 11 111 Imll III ill PERFORATED DRAIN PIPE DRAIN B0ARD 1=III— —II—III=III=III=III=III=III=IIIL'Yml III=III=III=III= 1=III=111=III-III- I I 1=1 I I_11=1 —I I1=1I 1=111=1 11=1 11=1 I1=1 11=1I 1=1 11=1 11=1 11=1 —I 11=1 = 4" MIN (12" MAX) EARTH W.P. MEMBRANE III Ill—I III=III=III—III=111=III=III=III=III=III-11 III—I III=1 -11 III=1 —III=III=III=III=III=III=III=III=III=III III=1 — 2" RIDGID INSUL. OVER DRAIN BOARD III II II II Ill=I I� iii=iii=iii i ii i i�i i=i i iii-,=iii=i =iii �, I I 1=1 11=1 11=1 I—I� - -iii_iii N.P. EMBRANE III=III- =III—I A R C H I T E C T S GARAGE B 1650 E.Vail Valley Dr. Fallridge C-1 Vail,CO 81657 vai larch itects.com fax(970)476-4901 (970)476-6342 DETAILS 3 1:)RAIN - 5EC71ON BOU7H�ALL OE7A I L AaO A501 A501 SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1'-0" ISSUE RECORD DRS 15SU,ANC F- 03.0�(.OS V J OV O Z 0 Z ~ � � `° �_ O w > U Co V Q � C) Vm !�.■ U o � z NORTH iN0005 FIN05 DEL NORTE Pipe-- Iv- \ SANDSTONE OAF TO 12 -O GRADE ELEVATION NEW RAILING AND STONE COLUMNS GRADE ELEVATION — MATCH GARAGE C' 5225.5' r 82225 GRADE ELEVATION - _ r REPAIR DRAIN cn TO ALLOW DRAINAGE EXIST. GRADE FRITZLEN PIERCE M- -z I I=1 I-I-11 I I IEE I=1 a-I 1=1 I=1 1 1-1 I� I-I 11_I I I-1 Imo!I-I I-I 1=1 1=1 I-1 I-I -I -I 1=1 I-1 n-i 11=1 11= I-I E I I_III=1 I-1 11=1 I_I I-I I_ITl-I I-I I-I I-I�-1 1-I R 1=I I-I u-1 11=1 I I�I I-I I I� I-I -I I I-I I-I I_I I_I I_I I_I I-1 I I-u 1=11 I-I I . I-I I i-I i=1J=1 11=1 I I-III-III-III-III-III-I i I-III-III-I 11=1 1 111=�L=1 1=1 I I-I I-III-III-III-I I I-1 I I-I 11=1 11=1 11-i 11 I=III-1 11=1 11=111-III-III-III-III-I 11=1 I I-III-I I I�11=ll=1 11=1 11=1 11=1 I-III-1 I =1 I E9 I 1=1 I Il I M I IEl 11-111=1 I I_I I I-III-III-III-1 I I-III-III-III-III-i I i I I-III-III-I 11=11 I-III-I 11-I 11-I I I_I 11=1 11=1 11=1 I I-1 11=1 11=1 I I-I 11=�11=1 I I-I I I I-I I H 1=1 I H I I-III-I I I-I I I-I I I-I I-I I I-I I I-I 11-1 I I-I I I-I I-I 11-_I I-I I ° =1I 1=1I1=1I I-I I1=I I1=1I1=1I-III-T=III-III-III-I I I-LL=111=1I-I I1=111=1 -I I-_ - I=1 I I-I I I-1 I I-I I F�zl I-I 11=1 I-I 11=1 I I-I 11=1 11-111-11 LI 11=1 I I_I III 1-I I-I 11-I I H I I-I 11-I 11=1 11=11 H I 1=1 11=t 11=1 11-I 11=1 11=1 11=1 11=1 I-I I I-I I I-I I-I 11=1 I I-1 11=1 I I H I IJ I M I 1=1 I IE1 11=1 I I-I I-1 11=1 I I-I 11=1 11=1 I I-I I I-I 11=1 I I-I 11=1 11=1 I I-I I-I I I-I 11=1 11=111 -III-1 I I=11 I-ITi-1 11-111_Ti-Ti-1T-III-I 11-I 1 I-111=11�-ITi=Ti-I I I-I I=1T=11-I IEI I I-Ti-t I 11-III-1 1 111-111�11� 1=11-u 1=Ti-111=Ti_ITI-111-11�_IIL=III-I 1_111=III=III-1 -Ti-II1 1=1 I I_I I i-III-III-III-I i 1=1 I I-III-I 11=1 I I-III-III-i i 1=1 I I-I i 1=1 I i-i 11=1 I I-III-III-I 11=1 I I-I i t-I I :� 821 I'-O" I I-I 1=1 I-1 I-I 1=1 I IJ 11=1 11=1 LI I-I 1=1 11=1 I I-III-III-III-III- 1=1 I-I 11=1 I I-1 I I-1 I I-1 I IIIIIIIIIIIIIIIILJIIIiIIII1JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIfIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIII111�� T.O. GONG. - GARAGE ARCH I T E C T S EXIST. ELECT. TRANSFORMER EXIST. GARAGE ELEVATION 1650 E.Vail Valley Dr. Fallridge C-1 Vail,CO 81657 vai I arch itects.com fax(970)476-4901 (970)476-6342 CSARAaF — EL Y A710 l NOR7H ELE\/A71 ON I 301 SCALE: 1/4" ISSUE RECORD BID SET 02.18.05 UPDATE 05.15.05 5 6 7 8 9 } 10 10'-O 20'-011 20'-0" 20'-0" 20'-O" 20'-0" 20'-0" 20'-011 20'-0" 51'-6 1/2° EXPAN51 ON JOINT K g BUILDING PERIMETER / \ ( 5 4 I I I STORAGE \ P-b01 A-SOI \ \— — — — — — — — — — — — — J STORAGE �6 IN \\ \ \ ► .�,, I H / \ 11 " V I=— O PARKING \ 12 � g0c 6 EX 15T \ \ \I/'- 7 3 -SOI -Sol \ m > O m \ GARAGE w J �. ELEVATOR / \ HAUS Q ELEVATOR EQUIPMENT DUCT U ASE m Ole ELEVqTO ABBY LL EQUIPMENT \ � -STIBUL STAIRWAY \ H I I I I STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE A-Sol @ BUI ILD NGNPERIMETER STAIRWAY � ' � `r'�r�•�:. 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B STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE i ... t \ STAIRWAY - D c FRITZLEN PIERCE 0000 ARCH I T E C T S 1650 E.Vail Valley Dr. Fallridge C-1 Vail,CO 81657 vai larch itects.com fax(970)4764901 (970)476-6342 6ARA6F_ - 5 FLOOR FLAN a (5ARA(5E 5 SGALE: 1/0" 1'-0" /_\_ =2 200 NORTH 0 41 51 16 o 0Yoo°o°o ° oop"t� .. .• ISSUE RECORD / 2pP6^ / i , 00p'o0000000 0 O 000°° 1a TURF 24-/ \' /� .• iy J •°°QGO�OOO°�°°°°� 0 °000 BIC, 5ET 4 / 0°00 0°0000°OOOO° °00 02.18.05 ' i� 3h •i•/ •i �°QoO Qo°0000°0°°° pC)0 0 d,e�°OOo 0 60 UPDATE oeo r' -6 0°o O 00 03.15.05 / ii•. 600°°00 / ••i, b 0000 GOBBI�MULCH IER I / ' - i 'f°0° ° 0 o Ooh Ox W� DRAIN o p 1 FASRI�T /ij i� • I / i' 0000 p O Q°�°O 00,90 0 i . � l •r `'c' i p 0 �i SAW PRIGING OPTION I PRICING OPTION 2 / / . �o°55v A,< X 1 00 2 I I ° PTA //• 1// i 1 �CI5tIS&gOD '10 0 0 ' ,C pP 000 00 0 o�\ / / ?' n 000°00 •/• 00 °0° pr PTA 0 PT / 2 i l 31 DAN' AR i- \ °° 1jrV ONTAINED B:�• ° I j \ FABRIG�GIN&(TY?i ? IC, to // yTEEL E1?61N6 Q O I ' 690 i �!\ / 1 / / /3 / \y /% \\ \• /0000 �— SSU c�'� Y // O n� • �- \ � ,-.,�.,�-� x \ �2�` ��� ' ylllc>`jFLOM1ER / 1 ✓ -- 5YM\ ; IOU°O 1 / / •\\J� �' SIX(TYP) / ( / 5PE 0 00 5 FT • 1 - __/ / - 12 ID' Q 0000 / \ / T_ _ / • I 2FPS 20 j \ 0° 000°0O°00O 000 I .. , % �l \! 1 5YM 000 00000 / • ', 1\ ll-./?'I�` r r \ ` •/ 1 %� I I� 1 lo' / o°p po GR 55 = / I \ { �,y ,3"DEPTH BARRIER I O — � /� 1 �t'//i / 1\ ,//j� 2 1 I / \ x oN vv�, MTAMF9\ °o �� •/ \\ 1\� • rl _ / // \ � --! \ 1 P! 5 FABRIC61N6 00 / \ 1 • 1 ' 1 /• 7 5YM O G50 / / • \I \�- , 2 LOCATE DRAIN / \O Q Q O O 9 r REMOVE/REPAIR T05 1/ • 1 OO O QOQO 0 Q O QO S \\ 'OQ O° IT WINTER DRAINA6E / OO Doc) Q 1 \ 12 / I PP5 1 O 8 1 21'-0- 01 b 20.0 1Q W\ /o �oo OO i 0(C:) 0 0 r) NEW RAILING REPAIR DRAINAGE _ �O RE: A301 AND WALL 15TIN6 STO -i 1 LACE GAS \ / ° V ! \ ~ - - ------- - - - --- - - - — 1 J b RAL 2?MK ORDINATE Vi/ Oppp� \ sf // 12' 10' /O 2 PTA / / -\\ ' -\` • * Z W x / GLP EX ELL ENERGY 0 ` �' ) ' ° pP5 / 1 • j 1\ • 1 '// U 0 / RAL REPLADE DE KS W/COLORADO SA TONE PAVERS Q 00 p o �v / \`-'/ ,'-\\ \- / J O a i BUILD UP W/ YOFOAM-1.5-2 IN/FT COMPRESSION 5TRENG , , _ 8' O O t- U' / � / m J 1 / L8222 / GLP — (LANDSCAPE ARCH. 3 CONTRACTOR TO GO�ORINATE W/ y p O C Q°O �� / l • / /� O p Q OWNEW AND EAL/FIX WATER LEAK® A6 5 LINE \ y C Q°G°°Q° - , / w V C� Y�i"' 0°00°0000 TO BUILD y IPT \\���lUUI(^�I Op Q0"0 r Q J O O O 0 ° / , /; ' 2 Q°o p 0 °O o° SEAL/FIX X ATER LEAK v y �°O°° / /. / \ / Q. Q C p Q O p ®6A5 LI PENETRATION y' Q °O / /� \ I °O o o °n�0 9°n°°1J fs' INTO BUILDING-ALTERNATE I \ i ` y �D / ` \ '� F ¢ CQ Op pQ0 �O d0 ,O p O °0 O EpTH&RAV� 6RA \2 O / / V ' O VEL \ .v '`PT 0 0 0 p O O F�6N I T'�BY ON N♦�6Np'T Y v ` I V 8223 0000 Q0 5 � a � `\� / '�'� � / / % • \I FOOTPRINT OF 4 ' 0 O° I O ~ + Q O O O REMOVE 51DIN AND STUCCO WHERE RE 'D EXI TINE V11 / ` / �- GARAGE BELOW 1 D 00 O 00 RUN WATER PR OFIN6 UP WALL y\ \ b PTA / °O 0 O .DEPTH PER DETAIL.P TCH STUCCO REPLA E NATIVE SEED MIA, 1 000 BARRI VON&WHERE REMOVED. F — — / 2 • EXI5TIN6 P ' Og!f� NTA1 BY Z O ew A,W RAIL�TIGE 1 O ° 5TH Ep61Nb J / O P Q PTA � i / I r ` ° °0 MATGFILINE SPIN L-I,L•$ MATGHLINE SHEET L-1, -'S —� PENETRATE GARAGE _ 8223 0 00 �— � MATGHLINE L-�,L E — —� \ MATGHLINE SHAT L-4, / 12' o O/ o Q o o PTA o ° / 1 • I r' • 1 I q WALL-RE: DETAIL 8-A60I °O Q o O HOLY CROSS — -- — O O y ° °o° TR O°0 TIE INTO 6ARA&E FLOOR DRAIN D p O o UTILI EASEMENT \ o p O / y �� A C °Cp°O OUTLNEOFBLDGB °OOOC 1pV y p0 0°O \ o 6"DRAIN THRU LANSGAPE \ / °' °° REMOVE DECK FOR I N5TALLA ION / 0 0 0 p° O 0 0°O S,9 / \` ' °o AREA-RE: DETAIL 7-A801 OF W P.AND L4NDSGAPIN , n ° O Q Q O I \ . • 1 /" AND INSTALL NO EXTERIOR SUBGRADE WATER OFIN6 '�I 00 0000 �. �� 0 10 O ° 7°°/ 2 5YM �\ \\ EX15nN6 RETAINING IN THIS LOCATION O Q / / O ,Ole WALLJ TO REMAIN - - L \ \ 0°o / 62238' / \ 00P0 � i� / SUBSURFACE DRAIN 0 A p°° '/ �1 O RE: 6-A601 f / O OO 0 N / _ °/ /• A / \ k \\ / r O EXPANSION JOINT LC� JiZ ^�r / / J '/ ® G PERIMETER I 00 PT BUILDIN /' �_a' \ ( o rf. P \ Q'j 5TE7=L Soo' EDC7lN6(TYP) O BUILDING E.GARAGE .$.SEPERATE DR41 ' • /1 \ / P / 00 c 1111 r' / � � f � / • �� 1 � � � Q c5G � � w 1 `� 'J // / S • ��� �` \\ \ '� 2 PTA 1 AA3 5 G y•/l�jl� 5 \ GRAVEL I GG 1 2 ATR ` /•// \ �j// v / ! 1 l ` ` `/ $A�FABRIC 2 ATR � pp5 MIX 90TE1TL�b�6 2 p fA ILPTMPR y �j%-\\ % i - \(TYP $ 2 ATR 1 AA5 / 1 • 1 I v PT 1 • OD L I 5 y v - FRITZLEN MIX ' \ \ 2 G 3 5 1 \ 1 �• 1 \1 , o° lO NATIVE 5E� y, .v P I E R C E FPS pi"Is / 5SU \ \ / \ •\ / \ sw 2 5YM 3 PT O \ l l • 1• 1 1 1 • • 1 • • \\\ I /'! / \ \• / \ ° \y\ y b' 10 if // \ i-\ \\._ '/ / l • I G P 2 GLP NNW- / \` \ \/ �-� / / \\ • // I PT� ® 3 PF - • 1/ \ 1\11 _ \ i IdL- VIJA J� • \ \ _ 1 _ ( • 1 _ /�\ / 1 l \\' I \ • 1 \_ /� \ 6A5 ©® 2 2 —- G5G 2 • A ® CGM ATR 3 2 PPS ISO OIL- / /1 O 3y o /(` / I PAR /\0000 O 0 ✓ 3 \ \\ o ,�\ o 0 7 55V A CVLY / AyPHpLT DRIVE ( A R C H I T E C T S V(v) '// 15TIN6 LANDyG N / Box 2 IVER I&ATION FABRIC xlyTl ' 1 1650 E.Vail Valle Dr. Fallrid a C-1 — x -a \ / O� p \� ` 1\ • / o BAfLR1ER HA5 NO IRR MULCH ON rew E Vail,CO 81657 y vai larch itects.com ——— /—` /1//., � \ Q \ AA Q _ \ ° °\ 2 FABRIC fax(970)476-4901 (970)476-6342 BARRIER L • /I yyI1 DF�( ) VMS v / 4 GOBBLE SW � 1 I^!ER / /w ctcD M TYP /� /� ♦ Ill I �' -.: .aetiYE MIX \ ° O o ,onGK E>ITE FLAN SITE FLAN 101 SG14LE: 1/16" = I '-O" NORTH O TH O 8' 161 32' ' `INAL AND F ri! SUPPL Z �TAc. WIRV, MAP OF ORTH D GS IN TOWN OF VA IL -c The undur.signe.d, Vail: A9So.ci.ates.r r1c.., a Colorado corpoi.4ti6tit a giff*, thS �> awnsr of the fa3liwri:rtg drtraribed pared of httsa>e�� 5 X 1A rt of Tract a, Vail Village f wtnth tili"r. .a sumlVisiaet "K41040111111 ....._._ r TR ce ti�sn .NwTbsr ti td Ma►p ..._� 102734, i in Casa 3, in Drays= Y., of �h>r '$i�Ee � v�.0# � Y A County, coiorado. Clerk and )troardar's recordist said part of Tract ! it more particularly descr,ibso ss followst •4:45 i C�,i~ :e,ci:•lg::at the inalit was ST coFnar •L. si'id Tract I; thmnct i R. i 1 : 0 sr slop the .southerly bound lino of F�e1i: �'tW t >t s +liatstwt c: lift r Y: q salt to �n trill* paint in said southerty baYtiislY listis them N s�'1!�)7" II- 7 a aloud the southerly: boundary line, of: said Traa't 8 a'•dis.tanee of 23t 1i f ft►a , ---� . . r t T 0 2 CC PTT Or PZGINNW.t heft : .N 042'3 71.57 leeti tii►eeiq N 0>r 'd0" It p1SE.16 te.etl thtncets isoi'sr M iti.l7 fe4tt thtt>* PI r te, ` 1►` 1224t. eet t the" ca : Oi6'3!'4Z" N 2i3.;f70 test to the Tf+UlC T©qNT'br K.D�ti:_tantaninq. .4d',.1.80 squat* feat :or 1.lCi aacea.r -*or* or 3sssP 1 ` ha certi 'y tlMat Final t>k 140Ment�al c?�rs;!l lwi ri reb N°$J� t?!~!� do y tht na and f'ouR _ •�T arthwoads condominiunasr boil-dingle Ifl and !' , 16 ilOA in r osr twwali ttfato and Fourth amen ai Cond i tw era uw ri.nal: n t SuPpl t. an 'ni p 1.. ..ti.oan for .elorth+raa 0! of Rotuma VA IL AltttC4 A"tti f,. Mo./At 00 t +lick Marshall:, vats VI t-�.AG-=E R t3o W 't Arm It I G . ... TM �.3 yUSJ�C. .SIT VA � `! �- +��% ; X sxi.. yAa'L Z ac Ae r SecritIry Y_ �+ W ° A NL x k tits �� - see° � .M� �� �a 1 2 is 1. s RAJ 7402-: rois�t r of .98410 1 Amin i s acknvaladgai fetorca n was: 'MN ilNropin! nsfer� t unabrs�ar�?d PbrAlut :Slrerclu J/ .Q/: "A' T�� �t she as p residew! � 1� t r !7 r ltrpico!! ;lt: do aarporation. aek :Isar. it ti CIA'lEti, •..t A � '•�r, .w.n,,,y Ply!. ,� � j_"'- .-�.._ �,,,� • .Crr�ri1d.,an seat. it 3 .11 .A �t fttttati Pull c CA.•'d.lIDR'501"!Y' f k �.� 8410 q v t' � cotaaission expir.att ...:.i °.����--..-.°..r..M.• a. r J"W AA V �� --_•`" � � TrlMtlk7t� CfiD3�! tai / f,1.1ENNIFId 33 dT `. r. 11 .. N6i2+• � ..' . �5 fl3 34.hfi APPROVED 41- ° Community Development Department ' a Building Safety and Inspection Services . ui�.rs' TOWN YANG 'n s e a �' suiivsroR'ii; f Sectio �._International Building Code/lnternationai Residential `s�10`. ' !, fi3pnald 1►'. it;efbengvc�d, a Mgissered l.a�ei1 ffvrveyoe. in tits sI a Code Validity of permit. The issuance or granting of a permit shall A.--•--:. ---� �'. not be construed to be a permit for,or an approval of,any violation of ado, do ih4r4by certi fy that 'this final and !`arrtit iuipple++tentl►l C4�r+�loetelAll C83 : an of the revisions of this code or•of an other ordinance of the of Horthwoods Condotniniwe►s r :111110-140199 Tl ana t , v.+�s Fsteparid by!: tt+s awd t f ' supervision an that the Map accurately depicts Lh#. location of ar+d thc�i- � Junsdictionp Permits presuming to give authority to violate or cancel the mf P� IQ'lJfil,ly Easement-, f provisions ofthiscodeorotherordinancesofthejunsdictionshallnotbe rontel.;arid vertical nieas:ureventrt: oi. the: :coraQleLet: condos. .. and �F ell . valid The issuance of a permit based on construction documents yo other data shall not prevent the building official from requiring the ��' ti� Correction of errors in the construction documents and other data.The • #� building official is also authorized to prevent occupancy or use of a -�-- de or of any other ordinances of 1 .: structure where in violation of this co fff i jurisdiction. th's . orada L 13TH `. PLANS EXAMINER: DATE: k6 9,00 3ll►it 'lhtlt4tCl>~iC t:ol�Fl:YS6.100 ArP.INNAL r�rr�� >?:rrt Afoxl tffrt#�rIlr. Gornsr of Traci' �► Vii! wtlaQe Sererrrn Ealing: �' F This "Final aii0 .Tourtb SuppittMnta;1 ;Conduwisi� !?lap o4 AorthV00" ft. g irror h+ildings tI an !�" and the saw* !e her4by apprvroll. Yx% PlJ►N10M4 Ct)"�!INS i TRUE POINT OF Bf„GtKNIING °��r` :0 1111y Dot*0 legs" • 1 4401 ArTZED is. plat was fib stet cs: is the a�ttica. the Clerk a�tilf ' D� 1.6 dull► taco Page W.04 . �. ► idea 'in. >�oak r Pa :a c ac .0M.R(PTION FOR FWrIRF NORAWWWS � �-r . E, uaa;,l t�':,T'a-be Sa*Veritlt Filing,.; a subdivi.§Jbn redorded:: e s•�?.sar P. .•,= tic,n t:a�.h�r l.r3Z:73(1r fa.lcd isi Map Case 2.., iii 1)i�awc�r Y, of: the E:ag:le . iw ay, r lcrado.;. C'Iirk. and rsfic,rdar's records. :skid part of Tract S 'bei:ng C]trk anti ittsce . tt "'� i:>3r:' •�:a.2:: ]y : kc!•:kc;i zs f r;�l o+�s s . �cw{lip Co+�ettt, C4 ' .•.r 7riing at the most .h•�•str.rl'y 'cc rncar of said: Tract B; thenbe :5 :79•:?0'OS" � 22.4.:.l� .. rt :2aunq the soritli�srl � :,nund.�ry of said Tract t: to.. t'h'e '"RUE poIN tom' t°w• -' 3: '• ••`t 3; �,1.nee the fa;l Ic�wsnc ,w.:a courses .Tung said sout`:terlY 'R�ouaslat-y• (1) ilys 135.1'.1 Irve.t; Q.) N :09422:1 s7. £ X15.04 fee..f' t.iEncs k: 3.4..2, eLt.;. ta�•::ncc• .!: 51�5U'1'" ly 57.1 : ft•,et.; ♦thence N .14051'30!' .£ 49 :7:5 cat; w' r {, 17M.26 fee-t a:l:.,nc a _�.rve to the left wi.th..a central angle of ..30:• raatM :. :kelims of 11.2.cro� rc•et, and a .chord which bears. N 04':,3143° w 73.87 r :eet.; t<Fk-4-c- .F 2:3039'.x+4" :.W. 22.:01 _vet to a point on the southerly Tight-of wa line rxf:`;ail �'a11:eS• tirire;' :thence S 66.2fa'S6" W. 240OQ ieeC a]:ong Said stagy►��r.r l = 'r, i 1. - 1MOTEd:� .ELEif14T1ONS :i1 0 Alin 4l l.d:! Di+ITfIH1. ! a.rtrof�was: .line; thence. confr.inuing along~ said sou:thd ' righ::t of-• w4 line. 261.32 feet along• a curve to the right. 'vrith a central angle of 2803.1.' 6ENElIAIi, 4'�GiMA�t7w l�LfMd'litl',: .a r..aius :of 525.90 feet,_ .and: a chord which. bears. 5 .80-036-1-3141"'W 258..G3 feet= ahenes: c:;j art i.,7 .sad southe:rTy .right-ofway line, 8 t}b°20`:56" ,,W: 16.0...89 fee.tr .nc nee Zr 7°30.15" f4' 5-0..1:.6 feet; th-rice 5 706161-1111, 1V 41.5.0 f$et= N $ 925' 03" V 9* .00 .f'ee_t; :ij. 34651115" W 33.67 feet'; thence 5 019'19 1!:57" W. 197.:45. fe0t.'to t:he Tkt Po1NT :OF WiG1KtCMO -can't aining .2.16:,55.8 square feet or 4:.972 acres., more Qx less. pill 19MA oil