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HomeMy WebLinkAboutPitkin Creek Meadows Lot 3.PDF ----------- — 520— Ar 1� 4. 0 �- �' z ov �� `rte C1 � � � -- i �r ' � \� ` \ , \ �• •/ _` (b; Af -vUNIr 2q �k\ Co- SO. Fr ti 2B "Lt9/2.50 SO F7.- N STQRY WOOD• SRAM£ ` ` ^' ' _— itr _ \ \\\ ���•�i 'G 1 co/�^ TES P50, IN '` Lve ILA47'10'j I CONcYl r O ?rZ 7 - _ • v — 1 1_ _J i \V O� 6wT �Y •ate - f , "' N' / /• � l `_� °� Pool / 1%l' _ o - �, _ _ - _ ry}'' • c AC Cc+ �'. :. _, - _ • ✓1 C``",`S b y1� 4.•Lam,p p Q•. y- _ .s�2. O•.. U - - !_ 1 _ 1 . l 1� AnUt� 7jU 1 � Zoe• J ty � _ '�;�'- ,`!t'L+__� _ � �_or;�- �__' _ , "- _ . :r- _• `— � _f- `' -- .-mot� ' / 9�''.s��,�(i,�yEC�� J 1� _---} -i'''• ;` .,�, A� '� ° , �. 2 ht - �/ =. i•_ ; `• •`fir -._ `-� •- _•_ w '- iY yr .r�-•i-�.. 0 9 -• 41 _ _ = ^_:� `' - - ' rr Vr• �,• re•� - "-r l % -•.- G. .' O _ —__A4— — -- 1 ----. -- --'--� -1 7Z:' ��•- .'� - • ., rl _ •�1 to NO • `' - -•;.._ _ t, 2X8 BOARDS . ALTERNATE EACH u ON �•� --� \ \ ! i�j�1 l ► T RIVER SIDE OF P05T , NATIONAL ' ORE ST 6X6 P05T 6X6 POST U 4 CHAMFER TOP aj cti \ '� • . ' \ 2X8 BOARDS r- i ALTERNATE EACH ' SIDE OF P05T w, P4 0 6A5 TANK FENCE PLA4 Q . CID • ' \ \ \ \ \ 0.3' \ \ 0 \ ' �. \ �. \ \ \ \ \• \ UMI&A" FINISH GRADE I ° ' 1 z RETAINIi�IC-r WALL \ \ \ \ /c�, \ 1 \ \ \ •\ RETAffidlN<ZwALL \ \ \ • 1 ' BOULDER �` \ \ \ \ \ \ -- _ Rt1`AIN11`e ALL \ \ \ \ p �E\ \ \ \ \ • 6�JI 1 2� T o \ \ \ \ \ . • 3� CAS TANK NG ELEVATION .� + \ \ \ T 3 \ \ \ • i \ \ \ \ O.rJbO RE-9 \ s " \ . , \ \ _ ,25-7 5M i$T \ \ \ \ \ TIERESQRAILROAV TIE � \ • � \ ' C-,.. 5I6 \, \ \ \ L16HTWEL� L005E \ \ • ' \ \ 3 �vRAVEL TO !DEPTH OF I�ERIMETEk \ • . ` \ 1 \ \ \` \ \ 4' BOULbE R \ \ \ \ • \ \ \ I _ \ \ TAI NI NG 4ALL s BONDER \ \ \ \ LOT 2 14 4 r \ s TAINT WA NOTE: \ \ \ % NCH WI L005E 51 '>? •TJt� {'.� \, ^Q. yK , ,�, , , \ \ .� TAE \ \ +510 • ,�k `, ,, <k,�, {, I Y \ 512' - \ \ \ GRAVEL ALO C NI'1RE \ \ \ \ •�..`' '! �- ` 1`, �, r ,y, I �Q \ j \ \ \ LEN6'H OF CONG. 'o i!( '. ' `I. v `<`K✓ °�,X ' �,,N <,��� �•., /(X \ \ `� \ \ DEPTH OF PERIMETER LRA1N. 20' FRONT YARD SETBACK +SO "-I am,�}by y ; ky`ti`:y x y ` 1, r`, 1 �i \- ``.= EP TRENCH,\ \ \ \ \• ` \ ONLY GARAGE SPACE BUILT BEYOND 1 ` �' `' ' \'x' �, J ,^ \ ` �`'rt 1— \ o \ \ \ •\ •� _ ( ) `� --- :a== �`^ham- W, " 1 -I '`� FI I LOOSE 6RA� \ \ METER BOX LOCATION 1 1 ,�, ' ' X -x, .__ So _ /, ,h,"^��� , , fir_ #�nu r t a ' A A \ RAIN FROM v v \ \ \- f, ���,�. �`�' k';;`�,'�> , - t + � '�r , -�� „ Yd"_r `�••T �y - A HI6I�POINT v v \ \ \ \ V v �D CONCRETE RETAINING �^�` 'y „' �-�,-'��..,-_r �- -3-t _�.~ --�_ t- \ \ WALL - 3' TALL °r r E + C t .:, s- j' + -\ 4' BOUL�AER 4� AI NI NG -t—L-�S �-;��, �—�"�--�=, DRAINAGE SWALE \;� k:x.'��- ��.ti:,..;_Y;k ` 1, ` ,� _ 1 -'-�- t 1- -� i �,1- 4 i/l �, 1 >�R SLkv _� - 6' E3�U DER • \, Y.�� y s .,4 - t -; / C - ��^ \ ;- RETAINI' � • ' x ," h ,c. i l-� �i- -L u--' _�\ -, r- u-''t�_.1- ,--�J--�-"\ \ \ • �•i..;.,.5" \'' k,\ � .�}� f'C'y " ", 1_;- ,.�:.-+ �__ _ ,-a_. -t{- i� '1. , '- .y j<✓ }yi ELK, ~ t X1_1- - - }]y a j ' - T _ ' \ •� \ \ / `�. f`v - SY t � _111 Y �+522 \ \ / \ ./. ' EXISTING CONTOURS . �,� ' `"' } , -1- 4-�-, =G-„ �j�� r t \- , T �” \ C. a 1 'E \ \ \ \ 5HOWN DASH Y , > �`,� - �-r-r It -t •, NEW CONTOUR +.ter �i f� n tO r - _' r } 1 ^ ! a \ \ \ \ \ /"• �{�- ►- /^* 1 � C Y y .!' Ai '..•; J k \. i x x y^' � !QQ ��; t_ tiOT+�Sfi 4 '� t l �- r }_,,� ± �/ 520' LOT LINE Al \ t , \t 1 3 r 7' ►- '• \ a ''.�fi } , _ Ie ONE OF EXTE�� \ > \ \ \ �,,,,�• ' w Q � _ \ �_s a- r , �� ' t ��L WALL v A i \ \ \ \ V . ► I BALcO `'• �• ! �.L 1- +, � �,'�C _� - , \ -� r'"' fi r " \ \ , \ \ \ \. `• \ (2) 500 GALLON PROPANE NE OF RO �- °� \ \ \ '� \ l ►�'+ ` TANKS (37 X IIq ) FACIA LOCATED ON LEVEL (OVEIZHAN6 24..-- V \ rte- GONG. PAD �1 Ibab / 3� EN � - _� r �-' `-S � \ 14' TYPE �.- P co FENCE SURROUNDING �- — — .__ T _��- T x {�'� \_r' 'ti' -i - \ 512' C \ \ \ 6A5 TANKS AS 5HOWN PA G / \, �t yv�, t +496 SPAG 1 < � r' '� \ ]�• \ \ \ '�+ � ' 20 FRONT YARD SETBACK j 36' GONG. BOLLA 5 AS SHOWN \ �•1� r T s t ' s_L4-� ' NOTE• VERIFY 5TUB-OUT 2.0 L0GA710N5 AND RUN UTILITY \ 3 x \ A, r \ \ \ \ . • \ \ 3 LINES ALONG 5HORTE5T TURNI Q T; \ \ • •,C \ � \ \ �-,., ROUTE TO METER BOX. \\\\.. / ry \ � . � : . f'�GK WALL. bar 5 \ ,� • _ h' ` �\ \ l ,f '' �� ' • \ \ EXISTING "a Q U '�- GO INDICATES A DECIDUOUS TREE G O6' / 'Y' iii _ 4 /' \ \ �" -10 (WITH ITS APPROX DIA) 3 yr "7 +493' i \ I +468 — �-- \` '�. \ l 6� / / \ ` �� ice EXISTING 1 \ ` 5f: OF \ .\ \ j�(�•� �` INDICATES AN EVERGREEN TREE (WITH IT5 APPROX DIA) 5% ,.�ti 15' SIDE YAR \5ETBAGK LINE 40' Tb>NING -C0HLVERT � \ \ �'Z.�J NOTE: FOR LOCATION OF iNEW j _ RADIUS , 6; \ / ' \ 25' PROPANE TANK SETBACK LINE \`� TREES, SEE LANDSCAPE FLAT`!. +46G = \ 0 6' BOULDER ' RETAINING WALL ct _ SITE PLA• T WITH ROOF' PLAN SEWAGE LINE -_1, I-_ __-i WATER LINE 1 1 S \ 4 BOULDER RETAINING /lll��~ 03' FUTURE GA5 LINE WALL ALONG 03'`x\ j - - - UTILITY LINE �F8\ DRIVEWAY EDGE - NOTE : 1 _ ®���sa \ 6 !/��\� EXISTING FIREHYDRANT 15 LOCATED s: ' (ELEC., GABLE T.V., \ r . • 3' BOULDER RETAINING 450 FEET FRLM rRONT LOT LINE. ~~`' TELEPHONE) .� LOT I WALL ALONG 5TA61ip AREA FOR FIRE TRUGK5 ON THI5 DRIVEWAY EDGE LOT CAN BE A„GOMPLI5HED 50' FROM SZ (MAX. WITHIN FRONT YARD SETBACK) LOT LINE ON LRIVEWAY. A 150 FOOT s H05E CAN REACH REAR OF HOUSE FROM STAGING AREA. THEREFORE, NO NEW FIRE HYDRANT REQUIRED. �o ` \ \ — —• �— LANDSGAPE LEGEND �O •' \ • \ \ \ NO;TES REVEGETATE ALL CONSTRUCTION D SGARS W/ NATIVE GRASSES, AND WILDFLOWERS .� \ \ \ \ ` \ \•` ' \ \ \ PROVIDE AUTOMATIC, IRRIGATION SYSTEM �\ \ TO EACH PLANTING AREA SHOWN ON SITE \ ` \ • \ WHITE RIVER MANUFAGTURER TO BE APPROVED BY OWNER �S4 \\. \ \ \ NATIONAL FOREST EXISTING TREE \ INDICATES A DECIDUOUS TREE (WITH ITS APPROX. DIA.) q AQ& EXI5TIN6TREE INDICATES AN EVERGREEN TREE \ ` \\ \ \ \ \ • ' \\ \ \ (WITH ITS APPROX. DIA.) COLORADO BLUE SPRUCE 6-8' TALL _ 1` ` � \ \ � \ \ \ \ \ \ \ \ \ \ \•\ • ' \ \ \ \ (PIGEAPUN6EN5) - -.- `' .--- 30 \ \ \ \ \ \ 0.4' \ \\ \ \ • 1 \ \ \ \ \ \ \ \ \ QUAKING ASPEN 1 ` \ \ \ \ \ \ \ \ \• \ ° 2" GALIPER k � \ \ \ \ \ \ \ \ \ \ ` \ \\• \ \ (POPULUS TREMULOIDES) �'- a� pp \ \ C4 \ \ BALSAM POPLAR �.- • \ \ \ \ \ \ \ \ app., \ 2 GALIPER . . — -t-- _._ ` _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ •\ F \ \ \ (POPULUS BASAMFERA) :Irl�i , \ \ \ \ \ \ \ \ \ \ \ \ \ MOUNTAIN JUNIPER " ' 1 1 \ \ \ \ \ \ \ \ \ \ SCE \ 5 6AL Slep \ \ \ \ \ \ \ \ \ \ • • \ 6�- \ (JUNIPER GOMMUNIS SAXATILI5) ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • • \\ \ SNOWBERRY • 1 -- _ \ \ \ \ \ \ \ \ \ \ \ \ 5 6A _ — — _ —1 ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . • \ \ (SYMPHORIGARPOS OREOPHILU5) REDTWI6 D06V4000 L'�7 3 56AL — — \ \ 0.3' \ \ \ � FEET LOT 2 > • \ \ \ \ \ \ \ \ \ \ \ \ \ \ EX PST I N6 TR� S \ \ \ \ \ \ \ \ \ \ \ \ + TO B\E RELOC, TED \ \ \ \ \ \ l l • ' - \ ; \ \ \ ALONG !g0RTH ELEVATIN \ \ \• • \ \ ORHOUSE Oiz- 1 \ -- __ w _ �0 0000 q o � ` 3p - W � wO Q4 r, \ / / -- — -- \ \ \ k \ \ w col Q4 ` l \ � � \ � \ ,� `� \ �\• • � 263 � \ \ \ Q, o ROCK WALL �' _ �� / j�� \ • / , \ \ \ t 2s7\/ / O 20' ACCESS i o• - \ � r ' 1 \ \ �-�r v 'mil uriLinr EASE►+EwT o.s ti•�,— / -- — — — .� ' ' \ \ 2� 0 Le -s� S EDGE OF �\ DRIVEWAY-_. / V \ \ \ — — — \ \ 1•v" rJ✓�J �'� ���\ `� i� co awe; S P LANDSCAPE PLAN \ \ \ + ( \ 0.3' • 1 = � 10 -0 � LOT 1 g 1 NOTICE FOUND PIN AND 'AP P L S No 13901 According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first ! { discover such defect In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. i �. WHITE RIVER ry NATIONAL FOP,EST oo� � FOUND PIN AND CAP SCALE: 1" = 10' P L S No. 13901 DATE OF SURVEY: 9/21 /95 S 000,79, 00.E ` - F 2S2 62, LOT 3 0 0 580 ACRES 25,257 SQUARE FEET 0 -P 26 6' LOT 2 v Za y/J L 1 6 4' 0 ' cfl W � O 533 3' i (RIDGE HEIGHT) 5 4 "t O C14 - `INDICATES RIDGE LINE A2 AL l oo, Q TWO LEVEL BUILDING E 529 0' (UNDER CONSTRUCTION) 0 19010 / Gf FOUND PIN AND CAP / 29 1, 533 3' P L S No 4974 0 7' ro / ` ° STONE WALL IVA - 29 0' ° 0 kbf 0 ;tJ1b%% F � STONE WALL ti N ,� IMPROVEMENT LOCATION CERTIFICATE CO , 5� \ cr Z0 3' ® I hereby certify that this Improvement Location Certificate was prepared N, U for DAVE HILB �,��'' Vv that It Is not a land survey plat or improvement survey plat, and that it Is 0215 not to be relied upon for the establishment of fence, building or other future 20' ACCESS & \ N Improvement Imes UTILITY EASEMENT I further certify that the Improvements on the above described parcel on ,M this date, 9/21/95 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments ti� o O upon the described premises by Improvements on any adjoining premises, except as indicated, and that there Is no apparent evidence or sign of any 0 \0 . easement crossing or burdening any part of said parcel, except as noted 2,6-/'7 G Date - Samuel H Coo ado P L Se 30091 r s S E P 2 6 1995 L o 9,>T � ov - Comm,OMM D E 9 rV p�AK TOE, IMPROVEMENT LOCATION CERTIFICATE DRAWING DATE 9/25/95 Ny LOT 3, A FINAL PLAT OF LOTS 2 AND 3, (. O� PITKIN CREEK MEADOWS DRAWN BY 5AM TOWNHOUSES, A RESUBDIVISION OF LOT 2A AND LOT 2B, PITKIN Suy►�, SFS CREEK MEADOWS TOWNHOUSES / PO Box 21-335, Awn, Co 81620, (303)476-864 TOWN OF VAIL, EAGLE COUNTY, COLORADO JOB No. 62 4 / post per plan 1/2" dia.xl0' anchor with P8 connector bolt 0 3Z" o.c. PT 2x6 sill plate 1/2" Expans;-,- ,ioint #4 06"oc EVl - 4" slab on grade-----.,, �._ Maintain G' clearance between sand or gravel --�., T o Sill plates or Sidi gg nd soils t 1" �_ at finish grade. �TYP� Eu : ---o C mpacted gravel (TYP) .-_-,.•: P r sods report (TYP) Varies Vert #4 ® 24" o.c. 3- --°'� m 3 ntinuous 6 mil polyvinyl � Q •-; O (2) #4 Horiz. top of °r• 4 0 16" a.c. bearing per wall and in footer , Granular, free draining backfill soils report TYPICAL INTERIOR PAD DETAIL U U Altemate bends in footing Scale 314" = 1' NOTE: 31 MIN. COMPACTED NOTE MECHANICALLY VENTILATE N e e 3" dia. draintile at FILL ABOVE FOOTER LEVEL GRAWLSPAGE PER U.B G. lowest �pels of 26'-q " 2q,-2„ PER SDI LS REPORT excava ion bearing per Q LO sods report S3. <IIS'> -------- - �I6'> - --<II�-�---- ---- --III 5 STEM WALL DETAIL A I I Scale 1/2'=1' �'� a I r--- ------------ -------- - ---- --1 1 _ ,� ,..,. .. a f� NOTE: SLOPE STABILIZATION 1 I TO W 115-6" T D.W. 11-1-6" 1 O fe� 'ft5'> BY OTHERS t I I I ro f'C7 // \ p, APPROX. FINISH GRADE (TYP) I I I (<I I6> „2 �trv+� C �3 <117'>// \ .2 -0" ( T.O.W 114-0" T.O.FILL IN T.O.W. 115-6" 2a �e \ /° / ' \ ( �-T.O.F 105 " GRAWLSPAGE T.O F. I "--� e1 .01 /// \\ \\ <II '?� <113'_8") I �7 -6 �� . �� I07i� rr ( i Q CO -- ---------------3-- Rio - ` fur <I 11'>,�° // \ / I K a� °/ e \ /° -------- -------------- LINE OF COMPACTED FILL 1 I ' / / rO \ <114'> // /�-- - ----- FTG \\�,, / T.O W 114-0" , ►: FTG 1145 �' \�' 1 \ \�,° // T.O F 10 l07- I I 36 X36 PAD - 0` O 1p I �� // ctJ ( t IS"X18" PAD ( Q O•, ,��P O TOW 111'-6" 2' MIN. COMPACTED T O.GRADE IN -� 1 t 3'-8" 4'-10" 4'-4" \0 <115�/ /° O`�' P\ \�-T.O.F. 104-O FILLS PER SOILS GRAWLSPAGE ��pl °° / (� \ REPORT above -GIP►' IO b" p 9'-6 I I TOW. 1101-01, }-�` }-�` 1 1 l� / °/ \ \ 1 T O F 104'-0" 1 I 1 T.O.GRADE IN I - I 41 < '> I ( TOW. 101'-O" L-J L-J GRAWLSPAGE ,- <I 13',° /// \\b` O O- b �,G�� \\ \\ T.D W. 10-7'-b 103 6 ( I T O.GRADE I N T.O.W. / / °V�' O, 1�GO\�Q �„ \ 24-q ' 031 SPACE T O.F 104-0"10 <112 // D� 3�, O O, \ T.0 W. 104'-0" 1` I FTG. T O.W. 104' PQ` T.O.F. q8'-0"---- ------------j �----- T.O.F. qb'-0---- ----- ---- \ - �' - - TOW. 10?'-O" T O.W 110_O" J I ° // 2 _ r +aq'-I 13/4" _ 1 r- 7 -, Ira�rt ttt' af1'C�mmturl � +qq -I 13/ 4-O 4-O 4'-0 ' / ^ \ \ �{Q ,.0 THICKENED O I I O ( I `< ,O" ,�\ \\ \�°, Off\.\a��0 / '/ �\ ,Lp' \Av°..0�� SLAB d i 1 I I T.O.W. 10 7- 111, TH ICKENED I I Bur �1�ttlt , Ftrs \ \ \ °C• / O - - I I I SLAB 1 T.O W. I Oq O p / 'C -- T O.W. 100 - - - ed 0' 1 0. \ ,6 \ \ O�\(�� / / i' \ --- I I I T.O.F. q8'-O" 1 - 1 ( TO F. qq'-8" O _ T.O.W. 100 O OF• l01 �\ \ Qp,O ( OOv�'�vr �° °/ �.� \ r- I I ----t I I O oenied � `-! \ T.D F. q8'-O" I<108'> d) t \ \ t T.O W. I DO'-D" 1 / k \ '-Ile" 4.- I �- o, �,g- ,,�o ^ \ \ \ I < I ( T.O F q8'-O" I I I ( tX 1 , /f \ \ m \ \ \ \ \ TO. GONG. SLAB I I Q I ( ( �+ I ft-,,303 ity t, OU.6`C. \0 ,,O / / \ / ^ \ \ \ \ \ I I I I I ( I <I 10\ \\ 0� a� // °° Q,\ / \ \ Nk \ \ \ \ C 4" S O.G I I z ( ( N I I I `° +� I - suance or granung of per t Qr approval of plans and \ \ / .0e \ O��i/ /° \ \ \ \ \ \ ) I I O I I `j I I 1 I I �s:1�cations shall not be construe t0 be a permit for, or an Z I ( r j,..,r^va1 of any violation of qny of the pfovisions of this code \ \ \ \ / I �, :�f any other ordinance of the urisdication. The issuance of / / 010 - \ \ \ \ \ F= I I 1 <1065 a;in rmit based upon plant specifteations'and'ofte datksMi' O``1�0° ``�\ \ \\ // � x 0.,0 �\ \ �� \ �,�(9• I I O I I w u_ t I C 4 S D 6� I 1 ni,; pr,-vent the building b f09t,fromthereh "requiring thew 3 // ,� \°Qj'D \ �`' \ ,.2' I I tt, I I o I I +100 -O� I I �.. ,. \0 '� / /� 0 \ \ �G' \ \ 3 1 ( ( 1 -� � I I ( TOW 10-71-011 ,ctMOn of errors m said plans; speciilcation� and otha•• , O' \ \ // ( F N _ \, 1 I I I I I I 1,-T.O.F. qq'-8" 0 FTG. t <108 0 T.O W 100 ( 1 I I I t I<104> \AA �`` \\ \ �„ �j 0 �; /° \\T.O.F qb'-O" "� I - 4" S O G 1 I STEP ( 1 I I STEP W c4, �P �. L� \ �' ^ --------� t I I FTG. FTG --------- p .0e _ 4 S�GD I -------- I FTC. q T O W. I DD'-0" O 0101 \\ \-----i 1 TOF q6'-O" 1 1 �r 1 I � I � � <1061> \a .O \ \ I - -" -• I � I'� \ \ .O GONG + '-6" GENERAL J O \ 30 T.D.W. qc -6 25 DESIGN LIVE LOADS: Snow-100psf, Floor-40psf O T O F. 6 -D2. RESPONSIBILITY: The contractor is responsible for cross 0 referencing all plans to assure that no ommissions or �' ,,0 Q� , \ ` _ discrepancies exist that will adversely affect construction \ 0� " S 0 �� ---- ------ -- ------ or the integrity of the finished product. Job site and \ .�� i \ \ \ i T D. 100'- T.D W. qq'-6" 1ZT T.O.N. 100'-0" T•O.N. 103'-O" construction safety are not addressed in these plans and are O.F. q6'-O" I T O F qb'-O"the responsibility of the contractor. \ d?• ° T'D• q6'-O" T'°'F' q6'-D"� I I � q � FOUNDATION \ ( ( - 1. Foundation designed in accordance with Engineering \\' /� �� CI 5°6' Designworks, Inc. soils report t942141s, which is hereby <104'` .0" \• +qq'-8" made a art of these drawings. Maximum allowable soil \ \ ��-{Q� ;00e E GE OF ASPHALT bearing pressure - 2500 pst. \ \ G) l\ ' Ile 2. Drainage and grading details to be in strict conformance with the above mentioned report. Do not backfill against any \ \ � \\\10 ///S / °. -j0 r foundation or retaining wall until supporting wood floor �J \ \ Q / // 0� / systems are in place and securely anchored, or adequate wall \ Q�i 0 °� / �� kA I-0100, �r 1 <IDD' = 4q-1'-O"> Q� support is provided. Backfill to be granular free draining �, " \-100e material. Before placing finish topsoil, we recommend \\ \ p`� ';0A005 a,� /° AA `/Oa capping backfill with a Mirafi fabric under 12" of water impermeable material (eg. clay). \ � /° °- ' A� THI KENED SLA � y ` 3. Provide 3" diameter perforated PVC draintile in a 12" by Q \ / F ED&E 12" gravel envelope at lowest levels of excavation sloped a / ° I minimum of 1/8" per foot to an adequate daylighting drain. � �'' \ \ 1;1001° // THICKENED EDGE SLAB . Mirafi or other filter barriers will help prevent drain �.� \ \ / �`1 � clogging. Exercise caution that draintile is not damaged f while compacting fills. Test draintile after backfill damaged 4. Inspect soils during excavation and before construction 11'-D" of any part of the foundation for uniformity and to confirm lT, \ ! that types and conditions match those described in the above <102'> ` mentioned soils report. O S. All construction and materials to conform with ACI 318. \ \ \03 O` �( 6. Provide 1/2" diameter by 10" long anchor bolts at 32" on \ \ `' _ center with an embedment of 7" to connect framing to \ \ O Y ' d�� _ foundation (UNO). use galvanized anchor bolts with pressure ( O�• treated wood plates. \ \ �(. FOUNDATION PLAN �1 ' 7. Concrete reinforcing bar to be deformed 40 ksz steel \ 1 bolt Anchor 0 (per ASTM A-615). � 2x4 � 16' O.C. � ( Concrete 28 day compressive strength 3000psi. \ bearing WaII (UNO) bolt @32") O 9. Minimum concrete cover for rebar: \ (TYP)(UNQ) a) concrete cast against and permanently exposed to earth: footing,pad - 3" \ \ b) Concrete exposed to earth or weather: \ \ A \� NOTE P.T. plate #3x36"rebar 1 6' OC walls, slabs � 1.5" `� WALL TOP AND FOOTING STEP LOGATIONS ARE 10. Consolidate concrete per ACS 309. \ ` \ 11. Lap all rebar splices and corners 15" minimum. �� l ESTIMATED AND WILL REQUIRE ADJUSTING TO 4"reinforced SOG 11. Cast in place concrete shall be poured continuously so ACTUAL SITE CONDITIONS, SUCH AS BEARING as to prevent cold joints. SOIL ELEVATION. Q� 13. All pads and footings exposed to frost must maintain the <100> E required 4' frost depth. 14. Minimum pad thickness - 11". BAGKFILL WITH GRANULAR MATERIAL PER NOTES o _T 1s. Provide slab with shrinkage reinforcement of welded wire mesh or a poly fiber mesh per manufacturers instructions. 16. slab surfaces to be left free from trowel marks, uniform CONNECTOR GALLS ARE SIMPSON SIRONG top and b rebar in appearance, and with a surface plane tolerance not exceeding 1/8" in 10'o" when tested with a 10' straightedge. TIE OR BETTER. tap and bat om 17. Provide 1" deep tooled (or cut) control joints at approximately 10' on center in each direction. 1a. Provide a 1/2" expansion joint material at all slab to THICKENED SLAB SECTION B To�°f a� wall, footing, or column interfaces to allow for proper slip NORTH UN I T MPL®YE E HOUSING UN(T /� C®PY jointing. a all interior slabs 50UT� UN IT O19. Provide a 6 mil poly barrier and r �/ !�7 for moisture protection and as a bond breaker. 20. Provide an approved hardener and sealer to the eurface of all slabs. 21. Finish all concrete wall tops to within 1/8" of TYPICAL ABBREVIATIONS ®® specified elevations. E.M. - Each member 22. Remove topsoils, organic material, and any questionable E.E. - Each end material below slabs, pads or footers. Undsrslab fill GL - Glulam materials to be non-expansive and compacted in 8" lifts to ML - Micro-lam at least 958 Standard Proctor density within 2% of optimum STR - Structural .Uj moisture. TYP - Typical 23. Foundation insulation and waterproofing to be specified UNO - Unless noted otherwise a0 ) and installed in accordance with the above mentioned soils oc - On center report, UBC, local codes, and accepted construction practice. II un (f) (0 �D 3 \ �1 \ CU T U e`t 3i 4X12 LEDGER v� I � 3 \\ Q SIMPSON ITT \ �JF �J WOOD FRAMING 1. Franing plans show structural requirements only. ki' I I I Additional members may be required for blocking, nailers and ry / �� � I� 1 code requirements. I 2. Use Douglas Fir or Hem Fir "stud grade" (S4S) 2x6 for / 4X12 LEDGER I all exterior wall studs(UNO). \\// I Use DF#2 (S4S) or better for all joists, rafter,, headers, U_ I I dnd plates Use DF11 (S4S) or better for all posts and beans. / Glulans (GL)- manufactured in accordance with AITC 117-84, fb-2400psi. 11 718" TJI/25 OF @ 24" 0 G N Hicrolam (ML)- manufactured in accordance with APA _) criteria. fb=2600psi. Sill plates in direct contact with concrete- California Foundation Grade Redwood or Species Group R Pr,rsure II I Treated Plywood panels conforming to UBC Standard \1(2 �4 p+ = Plywood- Manufactured in conformance with APA PS 1-83 Floor Ply- 3/4" T5G APA rated 24/0 minimum Roof Ply _ 5/8" APA rated 40/20 minimum PLATFORM FRAME wall Sheathing- 3/8" APA structural II. LANDING Roof Trusses- 100 psf snow load, 24"oc, clear span 241 0" „ Truss design and fabrication by others. 2X4 (9 24 O.G b 3 Maintatn 6" n clearance between untreated wood r siding Q/ l (TYP) 11 13 soils at finish grade D+ �0 4 Provide 2 studs under each end of all load bearing leans or headers >38"(UNO) 5. Nailing, blocking, and all other construction details kd � per UBC (UNO). y 6. Connect trusses to all bearing points with Simpson H3 k OPEN X OPEN connectors @4811oc (UNO). Connect all rafters and trusses to blocking with (3)16d nails. Trusses and 2x rafters to plate STAIR N �+ TAIR below with (3)16d toenails. Connect blocking to plate below 4ith(3)16d toenails minimum. O i 7/8" TJI/25 OF 24" O G 7. Solid block all bearing walls and posts for continuity II 7/8" TJI/25 OF 24" O.G. to foundation. -„r II 8. Block all trusses, outlookers, rafters, and joists at BEARING WALL 9. All joists, trusses, and rafters to stack over studs 2X4 12" 2X4 0 12 0 G. all bearing points. 0 G SIMPSON ITT below. Provide end joist where studs above do not stack k l2 +b over studs below. Posts to stack over equal below (U110) BEARING WALL SIMPSON HUTF (TYP) 10. wall studs to be continuous from floor to floor, or I GAR (4 / �/ ) -15X18 ML floor to roof. 11. Connect joists to blocking with a minimum of (1)16d �� nails and connect joists to plate or beam below with a 10 7 minimum ec (f)ood toenails. ���- 12. Connect floor ply to joists below with lOd nails at 6"oc k 1 edge, 10"oc field (UNO). (�• ,(\ 2 (0 x 13. Plywood sheath 100% all exterior levels, except upper. Upper level exterior sheath 4' min (full height) from corners. Nail(5)1.-15X11 88 ML 11 7/8" TJI/25 OF 14. A11he dersi(2)2x10 unlessd d notedotherwise (UNO). Q� \J 15 Provide joists or blocking under all interior walls. s 12" O G 16. Nail sole late to oasts below with (3)16d and to 2X12 NAILED TO ES OF 4 a blocking, rim or end joist with 16d•s @411oc. JOIST W/ WOOD BACKER /� /\ 17. Studs to be continuous from floor to floor and from NAIL THRU 2X10 4 11 \ 11 \ floor to roof. - BACKER INTO JOIST � �` IS. Provide 2x nailer on top of all steel beams. Ramset at E I V I F 24 oc staggered to beam. 0 Qj� W/ (2) ROWS IOd05 @ I \ \f � i 6" 0 G STAGGERED ES k A La Ls II II k4 A L= L= 9„ 2614 Q� _ �\ 11 7/8 TJI/25 OF @ 12 O G. „�\rn �0\ �0 \ 0 09 d-c� +e �\1`� \�w 2 0 ��v".�0\0� 0 (2)1.�5X1I 88 ML b _- — --- ,` � e e ���1) ���, (4).75X 16_ML X00 " 0� \^G. \\� s s 2 I ® "1 `J ®\2 ry CANTILEVER (2) 2XIO w 4 12" 0 G. G)) 3.5 441 � _\ ►� � Q BALCONY Q L l21 l �O � , ��\Lod DECKING 2X6 (TYP) �GP`¢ 0 , OQ`\2 GUARDRAIL PER UBG � ''� � � 1° oe / (TYP) q -�� \Z�v GANTILEVERED DEGK OPTION ~+ q 2� (0 �� �p) (2) 2X12 @ 16" CG., NOTGH 2X12 CQ O Q` �()0 �!p 0 TOPS 1 -75" FORENTIRE GANTILEVERED 6� W O \\�Q�¢ LENGTH. �' W gp— MAIN LEVEL FR-,4MING D 1/4 = 1 ' -0 w tle,derSt - -_ Nd rIA (So't,fA Uqd' Sa-,e YNo) /o eohon Nor.Z. R o• ye4cler O NORTH UNIT EMPLOYEE HOUSING UNIT SOUTH LIN IT �' co � tjVr�/ �Cv t a!)) 7'- 4 h O N Ma5ler 81droor� �,V wfll) 91'O (- 7{"X/Z Geaje_ 7kar 16 - o (-f) /,7S k i8' Afl- (W. C,,10 '51- 0 C3� /.7S X /9 •��L EMyrl.yVc, Patioc„+ i _ � O �a���s Y�5 ML J joro�rc t�,o,r $'-o (3�/. 7S X75- Ma fr ixh.(ly w.u� G -o �a�i 75- y5- lot- 75-x U o C(9 S/OT�IAL � 5 1 Note- Where joists run parallel to full height co icrete wall, place 2x19 Blocking @ 24" o.c. in first ry jois space. Nail plywood above wittf (5) 10d's per block Connect blocking to plate with Simpson A35 (TYP). Toenail end joist with 10d's @4"o.c. in LD ,� U6 Bearing v all ON ON 3 Q 3/4 TH Floor ply with IOd nails � N 4"o c edge, 10"o.c f ield(TYP) U 0 2x6 joi, t i Maintain clearance between sill plates or siding and soils .� at finish grade. (TYP) i Simpson A35 each block or joist L" 1/2" dia.x10" anchor bolt 3 Note Atte:h ledger to wall per @32" o.c. 12 Horiz. #4 @ o.c. Foundation Plan p. S1 g" (TYP) Vert. #4 @ 12" o c. �o �o Note. Reinfor ;ernent schec`ule llerz. (2)#4 top of (+511 O) applies to al walls greate- wall and in footer than 4' in h light 3' min. compacted ^� Granular, free draining NOTE. FLOOR SHEATHING fills per soils report / backfill 3/4 PLYWD 1N1 10d'5 o � 10" O G FIELD, Co" O.G �1 ' �- Altar►►ctlo I►anda I►► FoaWiti EDGE (TYP) . . - - '- all dIct. dralnllle tit lower! II 1/8" TJI/25 OF 24" Or,. J � • . ' � � ` .'•' ,�� levels )f excavation --,- �14&TER 10., iYP m ­01- 0 :1 0 WALL DETAIL 1 1 s NTS a� (0 v 1A s c U_ o 0 a� 1 N � N r O _oF1 1 k PLATFORM FRAME 11 -1/5" T_11/25 OF 12" O ♦� LANDING I r_ � 2X4 o 24" O.G. Z k (TYP) 0 X Q °� ' I � I z p�ti��Q) I t°° I V m 1 ����,9 ��` ��� ♦�J ��d�� #� f � IAN +� T °�. I Cn ♦ C O \ LIVING � IN ING LIVING 0 0 ROOM fROC'm ROOM 1-0-100 0 w w � C� Do � � w o 0 UFFERLE\/;FL INCA DIAGRAM 1/4 = 1 -0 a NORTH UNIT EMPLOYEE HOUSING UN SOUTH UNIT � � �pp AEG/ C'J At 1 j. L m 0 3 \ Q N U cy- N PQ J S OUTRIGGER OVERHANG Lo 24" O G (TYP) a 2X8 OR / III I/8 TJI 25/0F OUTRIGGERS ® 24" O G r f J DBL. TRU55 BLOCKING AT RIDGE X�o 00 • C�-\p G l� 0� FASG I A BOARDS p 0 v�, 'O� O SCISSOR TRU55 TYPE A ,0 2 BLOCKING AT ❑ WALL HEADERS (TYP) 1"`0 O IL m — bk T N 51 MPSON N �o C(P 3 GLTV r ® ,y+ 11 -7/8" TJI /25 DF RIDGE BEAM @ 24 O G e \g�¢ & -75X13 5 GL DBL. TRU55 P� <f TGk4E , +0, \9p� GABLE TRU 0p��� � fNfN� 2.C8OR 4 11 7/8 TJI 25/DF OUTRIGGERS ® 24" O G co 10Vp0� c � I1 1/8" TJI/25 DF @ 12" or, � O ' � LIVING [DINING Q ° LIVING m 7 ° \� - ROOM ROOM k X oom� , � ° � O � or � o DBL. RAFTER h POST LEGEND 2(5 OR N 0�4�` SpyGL p ® GONTI NOUS TO FOUNDATION 117/8 TJI 25/DF OUTRIGGERS ® 24" 0G. CONTINUOUS TO HEADER W • p) w OR BEAM BELOW N w MOM NOTEs Ql ROOF SHEATHING. AT UNSUPPORTED ROOF OVERHANG CORNERS 5/8" PLYWD W/ 8d'5 © 2X6 DF#I OR 2X8 DF#2 5TRUGTURAL 00. GL 2� „ op, TRUSS LEGEND 12 O.G FIELD AND FA5GIA 12 GONTINUOU5 EW FROM CORNER 6" O G. EDGE (TYP) ATTACH TO EACH TRU55/RAFTER TAIL QQ�l�{P �0 TRU55 TYPE "A" 0 GOLD ROOF PER W/ (3)3" DECK SGREWS (TYP) � ����Gj \� \ppfG� Op 000 TYPE 5GISSOR ARCHITECTURAL EXTERIOR PITCH : 6:12 0� Q0�°0y- INTERIOR PITCH : 3.12 CLEAR SPAN 24'6" � E-1 O E-4 ROOF FF�- MING DIAGRAM 1/4" = 1 -0 NOR i H UNIT EMPLOYEE HOUSING UNIT SOUTH UN IT � ORE ono . O '026 ®: SiONACENG T _ ' • 2X8 BOARD5 ALTERNATE EACH m • \ — 9DE OF POST ru ' \ NH I TE RIVER 6X6 POST � A NATIONAL FOREST 6X6 POST CHAMFER TOP ni VJ _ p'•• \ ` ' \ \ 2X8 BOARDS ALTERNATE EACH � SIDE OF P05T = LD i _ ` \ p40.. _ , \ , , ` \ \ \ ' \ \ \ \ 6A5 TANK FENGE - PLAN 041 \ \\ \ _ 1 ` \ \ \ \ \ \ \ \ \•\ \ \ FINISH GRADE \ \ \ \ \ S \ \ \ \ po/ \ \ STANK NG - ELEVATION CA 1 -011 RETAINING DZb4L1` \ \ \ \ \ \ \ \ \ \ \ \ • ' \ UOT 3 \ \ 14 \ \ \ C,-BOULDER RETAKNO WALL\ \ \ \ \ \ \ \ O\ \ \ LOT 2 , • • ." \ \ 4"BOULDER \ \ \ \ \ \ \ \ \ • raver. \ \ RETAINING HALL,,, 51 v • �'�� aa \ \ °' \ \ \ \ ';i � � \ \ \ \ \ 8'�7RAIN � \ \ \ \ \ \ \• \ \ \ � 20' FRONT YARD 5ET13AGK — 1 14 03\ GON11FsGT TO I�RIMEI�R \ \ \ \ \ (ONLY GARAGE SPACE BUILT BEYOND) S , \ \ \ \DRAIN \ \ \ \ \ \ \ \ \ \ • . \ METER BOX LOCATION CONCRETE RETAINING \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • • \ \ • WALL - 3' TALL \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '' \. DER \ \ � \ \ � • \ DRAINAGE SHALE _ = 8•- \RETAItyIRa,,�ALL \ \ \ \ \ \ \ \ \ \ \ i� ` � • \ � / 0 \ \ \ \ \ 4' 6blJ ER \ \ \ \ � i \ \ lam \ O' RETAINI LL \ \ \ \ ��� \ \ �• Q) O EXISTING CONTOURS \ I 49 - \ \ \ \ \ \ \ \ \ �< \ / 5HOHN DA5HE f NEW CONTOUR 00 . L \ \ \ ` \ \ \ • / ' O +4465' 497 a' \ \ \ \ NE OF EXTE L!\ \ \ ��' \ \ \ . �� ` E-, O LOT LI \ \ WALL\ � � (2) 500 GALLON PROPANE 4' g , \ \ FACIA \ (OVEI�ANG 24,�h'� \ \ \ \ \ \ . /\ / • \ ` ~ \ \ \ q TANKS (37" X Iiq") \ / � \ \ \ 512' \ \ TYP) ��.�' . \ \ \ . /� � � \ � � � O LOCATED ON LEVEL I ba 6 j 3� EN \ \ \ \ \ o GONG PAD \ LL FENCE 5URROUNDIN6 — — — — --_ ST W 6AS TANKS A5 SHOWN \ / SA 6 \ \ / +Wb '0 20 FRONT YARD SETBACK l 36 GONG. BOLLA S �4• AS SHOWN — \ N1` I \ \ \ \ \ \ \ \ . / • ' \ \ \ \ \ s CJ ,� NOTE: VERIFY 5TU5-OUT 2.0' \ I . \ � l� 3�, \ '°qti/,fir \ \ \ \ \ • • .� \ \ LOCATIONS AND RUN UTILITY \ \ \ \ W • LINES ALONG SHORTEST TURNI 6 Q•:� , s \ \ \•�/ • '� \ \ ROUTE TO METER BOX. \ mry. \ / m // / DIU 6 \ ' ��'� , 55 \ 0-11, � ° co If ' w\ \ p E-N ROCK WALL \ \ i� 5% 5 \ . / \ \ INDICAITES A DECIDUOUo TREE 0.51 \ 0• (�\ /=� _ 4' / . \ \ \� 10 (WITH ITS APPROX DIAL Ckso4o'1' — -� / / / �� � 3' �� , . • • \ \ `��� EXISTING INDICATES AN EVERGREEN TREE (WITH ITS APPROX DIAL E06E OF \ DRIVEWAY�_/ �N\ \ -- '� 12" DI \ � -/ �'` \ 15' SIDE YARISLSETBAGK LINE G,� � NOTE FOR LOCATION OF NEW / 5% Ill ERT '�'�� TREES, SEE LANDSCAPE PLAN \ / 40 TU�NIN6 +4a� / • ' \ 25 PROPANE TANK SETBACK LINE \ RADIUS \ \ 3Y 0' -5°� / -- \3, 6 BOULDER RETAINING WALL SITE PLAN WITH ROOF PLAN _% 4' BOULDER RETAINING 03' SEWAGE LINE --I-I-_!-- 5 \ " = ' " HATER LINE \ I I WALL ALONG 0.3' NOTE 1 lo o FUTURE GAS LINE \ DRIVEWAY ED6E �8� EXISTING FIRE HYDRANT 15 LOCATED UTILITY LINE E 450 FEET FROM FRONT LOT LINE. • (ELEG., GABLE T.V., 3' BOULDER RETAINING STAGING AREA FOR FIRE TRUCKS ON TH S TELEPHONE) LOT I WALL ALONG LOT CAN BE AGGOMPL15HED 50' FROM DRIVEWAY E06E LOT LINE ON PRIVEWAY A 150 FOOT (MAX WITHIN FRONT YAF;D SETBACK) HOSE GAN RE�GH REAR OF HOUSE FROM STA6INO ARE\ THEREFORE, NO NEW FIRE HYDRAN- REQUIRED , Y t ----\\\} --520- -moopyaJ._ _ °.5 ^ t \t 1 C CtZ ! \ b Q ; w T � 1. r" 6 ^Ui 2J p I -t CK I0 �l v � � � 250 - -- e.i_•- I � - _ P ^ T RA 1 "L 1912-10 S4. Fr. ti UNl7' SO Fr TWO- STORY WOpp' FRAle d -1 ' CONCfr'TEI P500 :� n I- I CONCHET 7-1 Fo$ _ °D. I TVOL, / R' " / may. -- ————— 00 NIL- r i _ _ - ,.r CC \1'v „Kt� �/ 8 r1Nm,t' - •- _ f -1 e„r^y,,;`w..�•S_ 0 r \ , - - _. 11 -- ` � / ��.1�L/V�,��p�1��Jam`-(' 1P'1' V �O�I�� .,�7r^Y. ,r •i\r•'f~'r�4 l,Y''� - _ ,_ '' - - , __ _ • `� � J wV',.�f0�\N` 1 .tom yNr L 4 h • , , rte.- �{ ,... - � __ :�' � - °w �. ) � -_.,�• �. • '�`,r..�' - `•`•';'�•..rj�.' ,vr'�+A2 r A. 9. (� fy ' ^ .. �! _.!,>� _ • . \ / ,^ w J - 0 r `1 Lo _ — LANDSCAPE LEGEND o cu v J • \ ` • ' \ \ \ NOTES: REVEGETATE ALL CONSTRUCTION N 5-AR5 N NATIVE 6RA55E5, AND WI LDFLOWER5. z t \ \ \ PROVIDE AUTOMATIC, IRRIGATION SYSTEM / ,•,` \ \ \ ` _ '� \ \ TO EACH PLANTING AREA 5HOWN ON SITE. � WHITE R I V=R MANUFACTURER TO BE APPROVED 13Y OWNER.- OER. NATIONAL FOREST Lo EXISTING TREE N a Z \ \ S.10 \ INDICATES A DECIDUQUS TREE 3 �nj•� 1 \ \ \ \ (WITH ITS APPROX. DIA.) j _o��- \ \ ` \ \ \ \ \ • • \ \ \ \ \���/ EXI5TING TREE U • ` \ \ \ \ \ ������j \ \ INDICATES AN EVERGREEN TREE (WITH ITS APPROX. DIA.) COLORADO BLUE SPRUCE 6-6 TALL 1 �. ` \\ \ \ \ \ \ \ • • \ \ \ / (PIGEA PUN6EN5) QUAKING ASPEN • 1 2m CALIPER t 1 ` \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ \ \•�� \ \ (POPULU5 TREMULOIDE5) 1 \ \ \ \ \ \ \ \ \ \ \ BAL5AM POPLAR — _ 1 \ \ \ \ \ \ \ \ \ \ \ \` \ \ \ \ �• 1.9 oO,, ` \ 2° CALIPER • \ \ \ \ \ \ \ \ \ \ �� F \ (POPULU5 BA5AMFERA) MOUNTAIN .JUNIPER 56AL. • 1 \ \ \ \ \ \ \ \ \ \ \ • • C�' \ (JUNIPER GOMMUNI5 5AXATILI5) - - - - _ 1 S2o \ \ \ \ \ \ \ \ 1 _ ` \ \ \ \ \ \ \ \ \ • ' \\ \ 5NOWBERRY 5 GAL. (5YMPHORIGARPOS OREOPHILU5) REDTI16 DOGWOOD 1 \ \ \ \ L�o 3 \ \ \ \ \ \ \ \ \ _ F - - -" - - 1 ` 0.3' \ 7� FEET LOT 2 510 ; •.. kf~f. - \- \ \ \ \ \ ' 'd:•: { +- _ _ \-- - _ \ \ \ \ EXbTI NG THE \ \ \ \ \ \ \ \ TO B REMOVE \ \ \ \ \ 500 coy3,5\ l it/f/ // '///f l \ `-`\.�\� \ \ -\.• � \ \ \ � \ \ \ l � w r�, ` \ cr) � ROCK WALL %'h • ' / ' �` , /','\�`� / • \ `� UTn ITY EASE TENT , 0.8' / '` w• �O / EDGE OF / f. \ L / ' • \ \ \A101 AAA\,9 LANDSCAPE PLAN 1 10 6' LOT 1 z , r - r u-) LD O 3 25'-31" 5'-4T' 26'-II?' 2LI'-2" N `E -y • 2411 Q 14'-1 S" 10'-5 " Iq'-5 " 8'-II" NOTE FOUNDATION WALL TO EXTEND 4" BEYOND EXT. WALL ~ DIMENSIONS c) / as J N l� 3 A U I NOTE- CRAWLSPAGE TO BE VENTILATED MEGHANIGALLY PER U.B GONTRAGTOR TO 5ELEGT =QUIPMENT (NP) CR.,4WL51=ACE CRAWL5PACE 36" X 36" 36" X 36" Q P' OFENIN& TO GRAWL5PAGE OPENIIv G GRAWLSPAGE AGE I� L� Q F ® - ''�0 O� m 'n x Fj, rn> S 8� yP �� UTILIT P S NOTE- 5/8" TYPE "X" O Lu oG¢P` /VERIFY ALL H GWB AT ALL GARAGE -a — m 0L REQUIREMENT STUD WALL5 AND GEILI* 54 - m x PER U.B G (NP) _ Tj -8' 30 5�" GARAGE GARAGE �S UP UP N 3Q vQ �`,0 LINE OF OVERHEAD ENTRY GARAGE DOOR ENTRY \ PALL �r PALL � LINE OF OVERHEAD — — ) 3Q I FRONT DOOR W/ ( GAKAC�DOZJR — — 18 wsu ) TEMPERED 51DELITE 3Q 54" Q GARAGE 6LA15 I I = GARAGE GLAD I �1 ENTRY (Z) \ / 5T' P / PATIO ` _ _ ( q Q) PATIO = W O c L\ , BALGONY ABOVE — J ~ p l o„ Q lo„ 1'-o" 16'-1" I'-II" 3'-O" 3'-O" [� b'-0, a" CIO Ii" 4'-69' 8'_1" TEMPERED 15-59' I 28'-6" 4.. 44'-1411 i LOWER LEVEL FLOOR PLAN 1/4 = 1 _0 NORTH UNIT EMPLOYEE HOUSING- UNIT SOUTH UN IT CROSS AREA GALGULATONS CROSS AREA GALGULATIONS CROSS AREA GALGULATIONS C � LOWER LEVEL LIVING - 10Q S.F. LOWER LEVEL LIVING - 18 S.F. LOWER LEVEL LIVING - IOG 5.F MAIN LEVEL LIVING - 1138 S.F. MAIN LEVEL LIVING - 815 S F MAIN LEVEL LIVING - IIg1 S.F. UPPER LEVEL LIVING - 668 5.F TOTAL LIVING AREA - Sci3 5F UPPER LEVEL LIVING - 102 SF. TOTAL LIVING AREA - H15 5.F GARAGE AREA - 348 5F TOTAL LIVING AREA - 2008 5F. GARAGE AREA - 510 5.F TOTAL 6RO55 AREA - 1241 S F GARAGE AREA - 510 SF. L TOTAL 6RO55 AREA - 2425 5 F TOTAL 6RO55 AREA - 2400 5 F Y . 3 Ln N z J 2T-T 28'-6" w J. F- 2'-2#" 3'-10�" -O" 3'-6 3'-O" 3'- 6'-O" 2'-q" 6'-O" 21'-64" PQ lf- J X 3'-6" E6RES5 X 3'-0" X 3'-6" E6RES5 X I'-6" J. z HARDWARE HARDWARE (AWNING) LD A U 30 MOOR I$ ME R$S 6'-I" VERIFY NOTE: E6RESS r+��' W,) WINDOWS PER _ 3 _ + BATH m UBG ' STEP 2'-011 a o= X� M,45TER wlc X 2-O% ,V' O 5111 311 W ii �i ,J� � �3EDR001"I �11 5-8 X 6-2 2Q M. 2'_o411 15._3.. X 15'-3" + � �„ �,� �„ 2� ��� BATN + x B TN 8'-O" 2'-104" 3�_I _ .. '(gyp s�corm�ooR + IF �,. x , BEDROOM BEDROOM 111 . �,.2 54" \ #1 II'-10" X 10'-q" O �- '�• Pi, 6Q �� 34" 02 10'-7" X 10'-q" S 10'-I 5'-1" Ip'-111 10 w 6, 2Q 2QX 2Q MEC NIGAL 9 ATTIC ACCESS „ N • \\� U' Ib _ PANEL O _ 2� ,, 5Q 2. 0.. X3 O m — N,4L OWDER 2 3 q4 l'-6" REF. ET ERIFY ALL 2Q x VERIFY MEGH. „ N MECHANICAL 4 Vold)� „ FLUE REQUIREMENTS N 4" 6 v � 2Q o r`\' POD 2Q LIN 01 2N R 0 KITCHEN I I I �z m DN 15 RI m 21011 APPLIANCES O 0 2 Q I O 11 O 4 X cull BY Q V — O?qNER D W I i+4 I CC— i-- " 2Q- = ITCI-IEN _ I I I A 5 10" 0 O m APPL IANGE5 I I _, UP I 15 R 8" m �r GO T5 TO BE O I I m X SELECTED BY I I 54" r. , c) 2Q ��� 9�. ®\ 3�0 OWNER O LINE OF FLOOR I -q 21-011 - 51% D.W o ABOVE it 51-011 V 10 0121-011 (0-0 v ,lull DINING S'- I m X N �� = N ROOM 51" N _\ LL &0 9 \ \ �0 0�� \L � � LIVING DINING LL� 7 LIVINC� m o � s ROOM LL ROOM � IX ROOM � � �o \ c 0/p, F �O 0 Do O �y�C� al 6A5 FIREPLACE TO BE ►' �\ � �� PO — SELECTED BY OWNER - I m FLUE PER U.B.G. AND MANUFACTURER �+ O 54 114" O�J \ BALCONY RAILING 2X2 y 3 BALCONY o CEDAR PIGKETS 4" q 0 114' r, MAX. OPENIN6 PER U.B.G. BALCONY RA I L I N6 Ve-0" 6'-O" HEIGHT 36" MIN. w <O o \ X 4'-O" 6.. X 4'-O" I,_4„ 11 PER U B G I 6'-0" X 2'-6" 6'-0" X 2'-6" W O (ABOVE) (ABOVE) (ABOVE) W W SEE GUSTOM WN DIAGRAMS w 1 � 2'-6" 3'-0" 6'-0" , 6'-O" 10'-O" 4._0.. 6.. X 6'-8" 6.. X 6'-8" I "mil 15'-64" FRENCH DOOR 28'FRENCH DOOR w • / „ �2 �� \�` E� TEMPERED p00 I 44'-14" 1p,00 0� � O g�G�(o`-0 �¢ �° FLOOR PLAN NOTES. ,� 3 2- � i`-¢ 2 I ALL WINDOW OPENINGS SHOWN ARE co 0o GENERAL SIZES WINDOW MANUFACTURER \� \r\0� TO BE SELECTED BY OWNER CONTRACTOR h �P` �p� 2 TO GATOLO6 AND VERIFY ALL ROU6H OPfNIN6 OOC\Q\0`E-2 Q� Z,'� ��e SIZES PRIOR TO CONSTRUCTION ,,!re,Z, \,\ 0 2. ALL DOORS AND DOOR HARDWARE TO F�\� BE SELECTED BY OWNER CONTRACTOR 70 0 0 3�' 3`-0 CATAL06 AND VERIFY ALL ROUGH OPENW7 SIZES PRIOR TO CONSTRUCTION 3. GEILIN6 BATT INSULATION R-30 MIN EXT. WALL BATT INSULATION R-I8 MIN FLOOR BATT INSULATION R-IS MIN FOUNDATION WALL 1-1/2" R161D INSULATOOi MIN 4. PARTY WALLS TO BE CONSTRUCTED OF(2) 2X6 W/ I" GAP AND 5/8" TYPE "X" 6WB TiND 5IDE5 L CONTINUOUS FROM FOUNDATION TO ROOF SHEATHING PER U B G MAIN LEVEL FLOOR PLAN � NORTH UNIT EMPLOYEE HOUSING- UNIT SOUTH UN IT t' 0 r 0 3 � A CU Z Q IT J a- 241-611 PQ J 12'-3" 12'-3" i oil .0 34" Lo 3 6'-O" 2'-q�" 2'-q� 6'-p" 10 41_p11 X 4'-O" X -O \/ Nil } o I o w / / \ ROOF BELOW 2'-°" I BEDROOM = BEDROOM I o I m l o - - -- - - - - - - - - - _ _ _ — #2 I I'-l" X 14'-2" #j I I'm -l" X 13'-2" I I WALL BELOW I NOTE TRIANGULAR WALL VERIFY GHASE SL PE 6 IR AT ROOF INTERSEGTION r23D- AC,6d55 28 REQUIREMENTS I I X I G - 2Q � m I W G � I n�0 2 + + + + I L � T 21-011 BATH ,2Q 3 ° �, 5-I -I I " " \ \ �; `' '� ROOF RIDGE BELOW N ZZn' z tsl mr, 5Q m < u _ SITTING _ FROOM 1 17 Lut LL ::D Lu OPEN TO - \ \ x " 31 is) BELOW ROOF BELOW SLOPE 6 12 2'-0" N x 2'-6" I W �:t q o \ ROOF BELOW \ — - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - j `�IA \ W ~ wC 2'-0" 12'-3" 16'-3" 2'-0" w W w O co �y c 1 O UPPER LEVEE. FLOOR PLAN AND N PARTIAL ROOF PLAN NORTH UNIT EMPLOYEE HOUSING UNIT SOUTH UN IT 1 ' r � t s Lr) Lo ON s \ A N Z � Q � J a. W F- METAL SNOW ATTIC VENT PER U.B.G. a BLOCK ot T.O.UPPER RIDGE / 12 12 12 135'-m' 0532 m') METAL ROOF a A b 14 -� (� t T.O. LOUDER RIDGE / 131'-m' (5280') 2X8 WOOD FASCIA 2X12 SUB-FASCIA W/ ,h UPPER PLATE 14T. 8" REVEAL 128'-m' 1525 ') WOOD PANEL . . . . . . OIL LOWER PLATE HT. SOFFIT UW-m' (521.09 STUCCO i ® ®® UPPER LEVEL �IL a 120'-m' (5i1T5') WOOD TRIM E1:3 WOOD RAILING W/ / \ 2X2 PICKETS o 4" u -'13 RIM SPAG 1 NG PER 7 MAIN LEVEL U.B G OIL o I 1 STONE VENEER \ WALL EXIST GRADE- FINISH GRADEI oL LOUDER LEVEL I -i I I I ��11I I I I — — — — — — L- - - - - - - -- - - - - - - - - - - - -- - L -- - - -- - - - - - - - - - - - J L - - - - - - - - -1 TOP OF GONG. WALL W/ SLOPED TOP AND NORTH UNIT EMPLOYEE HOUSING UNIT SOUTH UN IT FOUNDATION AND FLASHING OVER BITUTHENE FCOTI NG PROFILED (TYP) SKIM GOAT GONG. WALL, ' PAINT TO MATCH STUCCO. WEST ELEVATION sourH ELEVATION �r w Q4 � � r O T-O. UPPER RIDGE Q) r tA. LOWER RIDGE � O 131'-m' C5281D') h UPPER PLATE HT. , ^ � LOUR PLATE Ht. 'EDq o o � � � � UPPER LEVEL t2m'-m' l5nm') 111111111 Jill 10 1 rT i MAIN LEVEL i I L- - - - - - - -- - - - - - - -- - - - - - - - - - - -- - - -- - - - - - - - - - - - -- - - - - - - - - - - � - - - - ~ o �- -- - - -1 LEI LOWER LEVEL O F'' L - - - - - - - ] m r EASE' ELEVATION o NORrH ELEVATION 3'-O" 6'-2" CUSTOM SHAPED WINDOWS Or NOTICE: FOUND PIN AND (AP According to Colorado law you must commence any legal action based P L S No 13901 upon any defect in this survey within three years after you first r� discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. I WHITE RIVER S NATIONAL FO PEST n7ry 40 0 Cb�o � 0 3 APPROVED BY THE i OWN OF VAIL � PLMINIING AND SCALE: 1" = 10' FOUND PIN AND CAP E� VI �t �. � °�°tA DATE OF DRAWING: 1 /5/95 P LS No 13901 INDICATES A DECIDUOUS TREE S (WITH ITS APPROX DIA) ' O °79' �� \" INDICATES AN EVERGREEN TREE 00'' APPROVED BY T � c (WITH ITS APPROX DIA.) F TOWN OF VAIL „I 2S DESIGN REVIEW BOARD 2. 520 62' DATE: PLANNER: TESI PIT 0 3' 1 \ LOT 2 510 �� \\ 03, co LOT ES ACRES - '\0 3' 25,257 SQUARE FEET /� \ w \ .r • .r `30 03, FOUND PIN AND CAP P LS No 4974 FOUND PIN AND CAP S P L S No. 13901 ASSUMED ELEV = 5000' `\ - (BASIS OF ELEVATIONS) _ z 03' TEST PIT / \ 03, S /70 Soo 0 4' co CC) 08' ' Y ' �g 0 2 SURVEYOR'S CERTIFICATE UTILITY ACCESS EASEMENT \ 1,n/ therStatelofsColorado, do hereby c rtifyethatrthist topographic the survey swas \ ROCK WALL St made by me and under my supervision, and that the survey k ,�tagryujc�te and '�^ 9 correct to the best of my knowledge .��;. �'t i}0 Fib 1{ I , 08, ap. psi bate_L 120 - \ 9 2 0\��� (Cl) Colorado Biggs LS Clad .2 -75 �\ EDGE OF SS�may' \�N� ✓ DRIVEWAY �Ls �jN �N�E 9 AA / Ali �32 001, l�' to co 03, �'/ \ N 0 3' p�Al� S TO TOPOGRAPHIC SURVEY DRAWING DATE: 1/5/95 LOT 3 A FINAL PLAT 0 F LOTS 2 AND 3, H / PITKIN CREEK MEADOWS N Nw DRAWN BY. ��owno N O TOWNHOUSES, A RESUBDIVISION OF LOT 2A AND LOT 2B, 5= u,iw. NSF S CREEK MEADOWS TOWNHOUSES Po Box 21-335 Avon Co 61620, 303476-8644 / TOWN OF VAIL, EAGLE COUNTY, COLORADO JOB No. 62 1..i . ` t 2X8 BOARDS ALT=RNATE EACH \ \ NHITE SIDE OF POST m •.e • \ \ \ \ NATIONAL 6X6 POST 6X6 POST \ 3 . ��•,� \ \ ` • , \ . \ \ NAL FOREST GHAMFER TOP M N �o . \ � \ � ` � � � � • \ \ \ 2X8 BOARDS N ALTERNATE EACH 51DE OF POST ry L3 U ko .� \ \ \ \ \ \ \ \ \ CHAS TANK FENGE — FLAN„ S3 \ \ \ \ O4' _\ \ \ \ \ \ \ \ \ \ \�• s \ \ \ FINISH GRADE O00 0 _ C-7AS TANK FENGE — ELEVATION r 1 - _ RETAINING l*LL \ \ \ \ \ \ \ \ \ \ p • ► _ _ \ 16 \ \ \ \ �\` � LOT 5 1 +51 4f 16, n\� 2= SISLAMPIZr \ \ \ \ \ \ • \ \ • 1 \ \ 1\ \ \ 6' BOULDER \ \ \ \ \ \ \ J� • • \ \ \ _ +51 - \ \ RETAINING WALL \ \ \ \ 0" \ \ LOT 2 � • �`--- 4' BOULDER \ \ \ \ \ \ 51 , ',� ,T RETAINING WALL lT : - ---_ — \ _ \ \ \ \ \ \ \ i 14 \ 8 DRAIN \ \ \ 20' FRONT YARD SETBAGK _ _ `-___— f� 51 \ r O3\ b" DR IN TO PirRIME R \ \ \ \ \\ \ \ (ONLY GARAGE SPAGE BUILT BEYOND) 1 / \ \ \ S • -- _.__.-_ ----�- \ DRAIN \ \ \ METER BOX LOCATION a>�� \ \ \ \ \ \ \ \ \ \ _ `------___+- / boa'-o• / \ \ \ ` \ \ , \ \ \ •�� CONCRETE RETAINING _ -- __ _ �{ • WALL - 3' TALL MAW DRAINAGE SWALE - - -,` _ - / / ,/\` \\ \ a \ \ \ RET�AIUNINDC�WALL \ \ \ \ \ \ ' co 4' BOULDER \ \ \ \ \ \ �'< \ EXISTING CONTOURS - - -� 40 RETAINING/ j' \ �\ \ \\ \ \\� 0i�—RETAINING WALL SHOWN D T -- ----- \r , /\\ ry \` \ ,� \ \ \ `�' \ \ \ /'_ O NEW CONTOUR - _ 0 - -- - �� _ ,\ \ /`� \ \ \ LOT LINE 1 +4965 /410",' \ \ \ \ \ \ 518' LINE OF EXTFJ�10� (2) 500 GALLON PROPANE \ \ \ AN ROOF OF RO FACIA \ \ \ , . \ \ W m �' TANKS (37" X I19') \ \ ' \ LOCATED ON LEVEL 1 3� EN \1 �\ W \ \ \ \ \ \ (Oi2P4ANG 24���` GONG. PAD \ 1 \ \\ \\ ry \ \ �\ �� \ \ \ TYPE \ \ \ \ \ \ \ \ � N q o FENCE SURROUNDING — — — — — _ _ 5T ' . \ 6A5 TANKS A5 SHOWN \ / \ \A 4 \ \ \\\' \ \ion\\ \ \ \ �\ \ \ \ \ \ / • \ \ \ \ �' W A I \ \ • � +496' SP \ �� \ \ 4>a7\o' \ \ 'J� \ \ \ \ \ \ / , ��•\ \ \ \ � (' � V, 20' FRONT YARD SETBACK 1 36" GONG. BOLLA S A5 5HOM NOTE: VERIFY STUB-OUT 2.0' \ \ \ \ \ \ i • \ \ \ ►� LOGATIONS AND RUN UTILITY \ ; 3 \ iO �r � \ \ \ \ \ \ \ O LINES ALONG SHORTEST 3. / �TURNI G �9-� , \ , • .� ' \ \ � ROUTE TO METER BOX. / �- IU \ \ W ``` `.` / , , � o�I �1 / `0 / f � \�\ '' ' \ \ \ \ �\`'�• ��� \ \ \ \ L�,3f� ( - ' Y'�', �i-1 r�-l.. G Qri: G \j r� / \ � / \ -� ' N \ \ \ � � ROCK WALL \ / � • ' \ � EXISTING � 0.6' 0 V\ i 4' � � � � . \ \ \� INDICATES A DECIDUOUS TRH 20'1 CZM _ G / / — — _ ' \ \ \ vp 10 (WITH IT5 APPROX DIA) \ UT1Lf1Y'6AB11' Vy / i +413' \ \ \ 0 \0 . / +468' ` �/ EXISTING \ \ -- �-- / EDGE OF / \ x��`. � ' 6A5 i / • ' • \ \ \ \ INDICATES AN EVERGREEN TREE \ RIVEWA / {^I � \ \ \ `�__ �y/ �— _ (WITH IT5 APPROX. DIA) .6�LVERT \ �g� \ 13' SIDE YARb�SETBAGK LINE 5A5 , \ / 40 TUNING � w\ �.� NOTE: FOR LOCATION OF NEW \ RADIUS \ / • ' \ \ 25 PROPANE TANK SETBAGK LINE \`►� TREES, SEE LANDSCAPE PLAN. \ \ ` +469' I 49O, \ \ 4 I I5% ! / — 6 BOULDER RETAINING WALL SEWAGE LINE __��_�___;' �, , SITE PLAN WITH ROOF PLAN WATER LINE \ I I \ BO LDER RETAINING \ 033 NALL ALONG 03' » FULIRE LINE LINE DRIVEWAY EDGE — NOTE : 1 = lot—off (ELEC., GABLF T.V., • . 6 EXISTING FIRE HYDRANT 15 LOCATED TELEPHONE) 3 BOULDER RETAINING 450 FEET FROM FRONT LOT LINE. LOT I WALL ALONG STAGING AREA FORFIRE TRUCKS ON THIS \SZ8 DRIVEWAY EDGE LOT CAN BE AGGOWLISHED 50' FROM St (MAX. WITHIN FRONT YARD 5'tTEAGK) LOT LINE ON DRIVEVAY. A 150 FOOT HOSE GAN REACH REAR OF HOUSE FROM STAGING AREA. THEREFORE, NO NEW , FIRE HYDRANT REGURED. Lr) L3 1- NDSGP LC� ND rq 4•. \ \ ` ` ' ' `\ \ \ \ %AE � �5A G = R z �� ` • \ : \ \ PROVIDE AUTOMATIC, IRRIGATION 5Y5TEM TO EAGH PLANTING AREA SHOWN ON SITE. WHITE RIVER MANUFAGTURER TO BE APPROVED BY OWNER. NATIONAL FOREST EXI5TINCGTREE N INDICATES A DECIDUOUS TREE 3 \ \ \ \ (WITH ITS APPROX. DIA.) A 414111,�/ EXI5TING TREE /• \ (WITH NICAITS AN EVERGREEN TREE Cb 0.3' \ \ _ ` \ \ \ \ \ \ \ \ • \ \ \ \ \ \ COLORADO BLUE 5PRUGE •%` �; \ \ \ \ \ \ \ :° \ 6-8' TALL *Z � (PIGEA PUNGEN5) GUAKIN6 A5PEN ° 2" CALIPER (POPULU5 TREMULOIDE5) l BAL5AM POPLAR 9D�.. � \ 2" CALIPER (POPULU5 BA5AMFERA) _ � MOUNTAIN JUNIPER S� \ \ \ \ \ \ \ \ \ \ \ • \ Cam' \ \ (JUNIPER GOMMUNI5 5AXATILI5) \ \ \ ' _ t ` \ \ \ \ \ \ \ \ \ \ \ \ \ • • \\. \ 5NOWBERRY —t _ \ \ \ \ \ \ \ \ \ 5 GAL. (5YMPHORIGARPO5 OREOPHILU5) 1 r � \ \ \ \ \ \ \ \ \ \ \ \ ` • \ \ REDTWIG DOGWOOD CO S40 \ LOT 2 \ _ \ - \ 510 EXISTI N6 rR ZED TO ii�R LOG •.l y \ \ ALONG 1�ORTH ELLS /ATI\N \ \ \ \ \ \• • \ \ _ \\\ \ \ / O p V f �'i��i i \ ` .► \�� \ V A \ �' v \ \ A v v �J,` \ l 90\ ROCK WALL \ i / /, � - • / A \` '� ° _ / .t EDGE OF r •'` � \ V G` r \ LANDSCAPE PLAN lot—off LOT 1 LD U7 3 O A � M Z Q � 1-1 J CL W F- N Pq J S N 3 A G 5'-0" MAX GLEARANGE GRAWL S AC 5'-0" MAX. GLEARANGE 36" X 36" 36" X 36" OPENING TO OPENING TO GRAWLSPAGE GRAWLSPAGE� P ITT I L I T�' 1 CSR J CAR \ UP ENTR"'r — — — — ENTR`� E NTRY HALL\ �4AL 100'-0' (491.0') \ CsA ACx E 9 LAS 1 GARAGE SLAB -( 99'-6' (496.5') logoe \ \ � ENTRY \ / \ ATI O ENTRY ►� \ ENTRY Y HA „� PATIO 0 ::q/ \ E R LL I I �, > O 100' 0 (413109 O ICR Li \ P4�" ► D`��. L — — — BALGONY ABOVE-- — — — J p, R` LOWER LEVEL FLOOR PLAN N = 1 0 w o �' • co UNIT 5OUTH UN I T � NORTH UNIT EMPLOYEE GROSS AREA CALCULATIONS 6RO55 AREA CALCULATIONS CvRO55 AREA CALCULATIONS LOWER LEVEL LIVING — IOci 5 F. LOWER LEVEL LIVING — 78 5F LOWER LEVEL LIVING — IOQ 5 F MAIN LEVEL LIVING — 1138 5 F MAIN LEVEL LIVING — 815 5F MAIN LEVEL LIVING — Ilci7 5F UPPER LEVEL LIVING — 668 5F. TOTAL LIVING AREA — 8Q3 5 F UPPER LEVEL LIVING — 702 5F. TOTAL LIVING AREA — IG15 5F. GARAGE AREA — 348 5F TOTAL LIVING AREA — 2008 5.F GARAGE AREA — 510 5 F. TOTAL GROSS AREA — 1241 5,F GARAGE AREA — 510 5F TOTAL GRO55 AREA — 2425 5 F TOTAL 68055 AREA — 2400 5 F 6RFA GALGULATIONS 6RFA CALCULATIONS 6RFA GALGULATIONS 6RFA ALLOWED : 2250 8 S F.(5MALLER UNIT) GRFA ALLOWED QOO 5F(EMPLOYEE HOUSING UNIT) GRFA ALLOWED 3375 S F(LARGER UNIT) LONER LEVEL LIVING — 136 5 F. LOWER LEVEL LIVING — III 5F. (SUBTRAGT 300 5F GARAGE) LONER LEVEL LIVING — 136 5F. MAIN LEVEL LIVING — 1074 5F MAIN LEVEL LIVIN6 — 702 5F. MAIN LEVEL LIVING — 1133 5 F CID UPPER LEVEL LIVING — 555 5 F. TOTAL 6RFA — 813 5 F. UPPER LEVEL LIVING — 587 5 F TOTAL GRFA — 1856 5.F. TOTAL 6RFA — 1765 5 F lf7 3 0� A N. M Z a_ W F-- W W J � 4 N l7 3 A U OEC40ND FLOOR F + BATH WIG. J� I5'-8" X 6'-2" STEP ---------- l�i�00r1 x 15-3" X 15-3" C) x SECOND FLOOR += 111'-0' (505.0') }� a oo� 0 5 \ D F00I 1 BATH II'-10" X 10'-q" 10'-7" X 10'-q" L \\ �y�,� + MEG NIGAL Jo T OWDER x REF. L� ET B A L L Q I T C H E° II ON]N - k(GOATS ON UP K I TC�4 N �I �� II LINE OF FLOOR PIN LU FBOVE �p \� ED IN I N < I � Lu ROOM 14 < LU 0 LU LIVING IN ING LIVI LU �, O \ \ Rood oo I Roo k o Ile � moo g)� O-V BALCONY w 1b ,� � w 1,8 1 P4 ~ o c ' o N MAIN LEVEL FLOOR FLAN NORTH UNIT EMPLOYEE HOUSING UNIT SOUTH UNIT ti l7 Lo 3 � A � Z M Q � J 0. W F— Pal J 2 N LD 3 A ' CU K / \ Q ml Cl) / \ ROOF BELOW I B D RQ01VI BE D 'OO1�I o I ;� o # II -? X 13-2 �I / — #2 I I -�f X 14-2j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WALL BELOW I I WIG 5ATH \ \ SITriNe DN CD\ Rcom I \ \ ROOF RIDGE BELOW I z SEcoro LEVEE. \ + J C \ \ B ON RI)OF&CAW I A bI I ° }- - - - - - - - - - - - - - - \ ROOF BELOW / L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � / / CO ' O UPPER LEVEL FLOOR PLAN NORTH UNIT EMPLOYEE HOUSING UNIT SOUTH UN IT i lD � 3 a C) A , (U Z o N u CL W t METAL SNOW ' SLOGK i - oL T.O. UPPER RIDGE � 12 12 12 135'-0' (532.0') METAL ROOF 3 { (� 4 T.O. LOWER RIDGE WOOD FASG 1 A oL UPPER PLATE NT. �+ \ 128'-0' (5250) SO FI PANEL . � LOWER PLATE SIT. � i i L UPPER LEVEL WOOD TRIM ® ®® ®® 120'-0' (51109 1 1111111111111 11 F1 GOPPER PIPE RAILING __pi�o 0 oL MAN LEVEL �' r 111'-0' 1508 ') — STONE VENEER o\ WALL \ F1 O EX15T. GRADE J r FIN 15H GRADE LOWER LEVEL f NORTH UNIT EMPLOYEE HOUSING UNIT SOUTH UNIT WEST ELEVATION SOUTH ELEVATION CIOI � " s Q 1 T.O. UPPER RIDGE 135'-0' i T.O. LOWER RIDGE Q� 131'-0' oL UPPER PLATE NT. C' �1 128'-0' (5251') ot LOWER PLATE WT. 124'-0* 1521!09 oL UPPER LEVEL t 120'-0' own Lol a ot MAIN LEVEL Co k Q oL LOWER LEVEL 100'-0' - o .t EAST ELEVATION NORTH .I M 1