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HomeMy WebLinkAboutCascades on Gore Creek - Plans !III!'IIIIIIIII! !II�II'��Illllllll�lu� : • e _ Y � TH CASCA D k ES 1cx.�Tlc�N P1.,lAN KEY �1-AN t� l Ff TOR Jowar157 Of soo Vq^W1 HCys II III'T`yl"✓ J s _ C-1 EXISTING CONDITIONS MAP W�TL� �'`'."r1s,1,','y� � � ��� - -r-T- ` IS / � C-2 GRADING AND DRAINAGE PLAN ' ^ I� Is�' NWrlyc' Il C- 3 UTILITY PLAN lJJ �Fft+� c7'ctC �( I C- 4 SHALLOW UTILITY PLAN 11 , (RTwft+r-ry -- {t7 _.-� �,` YA �- yjA by.tl C- 5 SECTION INDEX AND DETAIL SHEET w O i + lI'O-.'I YvlA.,`• 'L--Tp^Y„�1 {'s ( .. C-6 PROFILE PLAN Q Y 0 4 N ` ' 7 0 C- 7 - 9 DE7'A1L SHEET Q / OIwr. 60 61(0� ARCHITECTURAL Q W G=�1 � ►'+ / L���{CG��1'.� s�Ty"c/b � A- 1 . 0 LOWER AND ENTRY LEVEL PLANS O A- 1 . 1 UPPER AND��t4 �3aD A- 2 . 0 ELEVATIONS ROOF PLANS U U WAN , ��.��r ��.r� YW l U^, w /�LL i e4r+ ts°f^`�l '�� i A- 3 . 1 STAIR I SECTIONS AND DETAILS Q Q ft jbYjp�SSZ I 1 STRUCTURAL O`I( L`7 5 T�f S2 LOWER LEVEL AND FOUNDATION PLAN ( � 6FpNOUO , 6 a FPel T � :Hrrk!ZrSPIG. ��, S3 ENTRY LEVEL FRAMING PLAN V - c�A � �.v� r- ,� �.14 r'4�1� 1 T'��i'r '-V�'OlY 1 �"-�I 1 s S4 UPPER LEVEL AND LONER ROOF FRAMING PLAN VxVll r7�1 6012sp OF it 1 000 SoLtr}� .0HT�.�IZ FZt� w6ex S5 UPPER ROOF FRAMING PLAIT Z vllr� / ,fir ' � ^y�� Yy1 a PLUMBING W 0 VA+►L � "r.AT^ O I vl 61 P-1 . 0 LOWER AND ENTRY LEVEL PLANS Q �u vL �� ` � yl �� MECHANICAL LEVEL PLAN = > M- 1 . 0 LOWER AND ENTRY LEVEL PLANS Cost M- 1 . 1 UPPER LEVEL PLAN SYM � oI- I �i �IN ]�JNc�/sITL / SUR�(INv ELECTRICAL E- 1 . 0 LOWER AND ENTRY LEVEL PLANS AL�tuE '�1l'�1N«tVN6 ING• E- 1 . 1 UPPER LEVEL PLAN O oss ARCHITECTURAL �p}0, ',:�,�Qy����1 ��� yy� �1 A- 1 . 0 LOWER LEVEL PLAN A- 1 . 1 ENTRY LEVEL"1--•s-'w^r'\ V '� WW^(D� -S COLOP4 PO N (or L A-1 . 2 UPPER LEVEL PLAN T-� -�'�1. . X03 • �Zv • 35'73 A- 1 . 3 ROOF PLAN A- 2 . 0 ELEVATIONS V�Iihl! t7Yv A-3 . 0 BUILDING SECTIONS e ,�„ _ ,,.,_- „„ � �N � G ATRUC STAIR SECTIONS AND DETAILS STRUCTURAL 86 LONER LEVEL AND FOUNDATION PLAN 87 ENTRY LEVEL FRAMING PLAN _ M�IR�E }J�WEIl� G1-K�1F '�. INC- • . 88 UPPER LEVEL AND LOWER ROOF FRAMING PLAN _. , 1 �y � 11-� � V � c1�ny-.� � �•�u�T� 1� L�1 / � � �y� cc�,v IC,O)� 89 UPPER ROOF FRAMING PLAN t �s-sIV/IrRJ --Ll--1 s'•'P/ 7�7D�-.cA � [aV _ _ . _ _ _ �F CT' Z-c F'v�.^sG v �L PLUMBING t C" 1 497e. �.FA � C. ��� R ZT'/ •,( P- 1 . 0 LOWER LEVEL PLAN P- 1 . 1 ENTRY LEVEL PLAN ^VOH SI62.O P- 1 . 2 UPPER LEVEL PLAN 1�'r To �M FI N 15H E5 �9 ' I �G8 MECHANICAL ��IL ` fu �, M- 1 . 0 LOWER LEVEL PLAN c t',.y - (�+ M- l . l ENTRY LEVEL PLAN + M- 1 . 2 UPPER LEVEL PLAN ELECTRICAL G✓r• �1D R�m N �+-� E- 1 . 0 LOWER LEVEL PLAN E ] . l ENTRY LEVEL PLAN ,ry� �y�� � ��-1 ` /A � ��( , � K �1 /� ,J � L''}p E 1 . t UPPER LEVE Pali eeiuulelut�---� Z li `sl �-"' r4Z [.-7.�v vLlLll H IY °F^1%4 v�� l '- j46LALI , NCI .�IsoiNkaEr or _J 41,KN s ., ..., .,. No. V Vs+Jla 5 - tLoPi55 $2� qv�-IUE G ,� A- 1 . 0 LOWER LEVEL PLAN Development J ` A 'AI ' G &RAMP JUNI�'(100 c�Lo� 81501 A- 1 . 1 ENTRY LEVEL PLAN l fX fZ YA`+W L�.IUNC� A- 1 . 2 UPPER LEVEL PLAN Plan ujJd I Cahn H � cAZF)eT ' F NOW A-s : o ELEVATIONS Y° cw '�•r► wr) �{° 7� Approved p ,\� w w .a.1� DE► V ' A-3 . 0 BUILDING SECTIONS SECTIONS ❑ RJ VVV N P" -}�`IVhI ` rr� l' J r� 7 STRUCTURAL STAIR SECTIONS ANO DETAILS �� el_E P f `aamp q ji�s�.� �� � y j STRUCTURAL 80DA ❑ �; `i � I " r r{f�l �J�Y P I r �4 t� r`"��" A�'-'��sT� `�1 `y''s�� Y� • • I S10 LOWER LEVEL AND FOUNDATION PLAN ' is A• i� • .4NC l��.T `Nlsl. �• N�f tNf1� T �TtAl� Tll� Livwi L' I [1�' 17F\Tri� ST�rc� y�_ S11 ENTRY LEVEL FRAMING PLAN ^�• �' NT� N+�TOa'6 sT °.16.�} =?-L?lt� ��'1v " �"1`r't'" S0 2jv 2!' 913 UPPER LOWER PLAN Validity FRAMING PLAN Validity of Permit 17 A PPA4N op 4114GP V `- V4t" "(Y� 3p3 . 534 . 44+4 � PLUMBING (ec.S 303 r. P- I . 0 LOWER LEVEL PLAN ) 19 U. B. C. w^ P-1 . 1 ENTRY LEVEL G LaM�� P- 1 . 2 UPPER LEVEL PLAN The issuance or granting of a permit or approval of nd � �fYNI !� MECHANICAL specifications shall not be construed to be a permit f an A•F.t' r+. v �lN M�N� H � ' M- 1 . 0 LOWER LEVEL PLAN approval of, any violation of any of the provisions of t e A4L�M �� .nfc/Vp�h44TF P.L.w V �/ ` ` L.�r�!^ w "� ��u M- 1 . 1 ENTRY LEVEL PLAN er of any other ordinance of the jurisdiration. The jcs 0} I►LT Zvi yr T^ PI�• �- �P� 7 TO / y � I GRI�LS ��TI�S �1 5UL M- 1 . 2 UPPER LEVEL PLAN _ _ YYY 1 R 2345 n a permit based upon plans, specificatlonS and other d -- E- 1 . 0 LOWER LEVEL PLAN not present the building official from thereatter regal /�. P A(y�S�j1`ItsL IZ ELECTRICAL bl"r R s (.O '�� j (o�M' � v ,� E- 1 . 1 ENTRY LEVEL LAN �IrBGtIOn Of MforS In Said ptln5, Sj)eetlOAi a4 Lib G�LaNQ. {Z�. I� E- 1 . 2 UPPER LEVEL �LANdate. ' � G. I . �T I Raj Fz D• P-Et7P ���li 1 - A � / �'L 'j 19 5'] � - 0037 ARCHITECTURAL �j Z c " PC� /� al�mav P '+n AN Ryas RaYrraE °er- 1 `��� A - 1 . 0 ENTRY LEVEL PLAN DATE: 5 ' Tnn oor.�rroni. aM ar Haas Gd, CO1.1TRo1/�al'•IT Ta.>- A- 1 . 1 UPPER LEVEL PLAN A- 1 . 2 ROOF PLAN y,y oesNro MOOma,aao A- 2 . 0 ELEVATIONS Wain as an .nswniopiia A- 3 . 0 BUILDING AND STAIR SECTIONS Pro 1 L Par d MiWyT'iA1�unIY1 p�f y� '� '�� j ^ •1I'{IS �C� OG � ) IhKJ STRUCTURAL Pace MU.rcla PC aMa G./IA 1.1 . MPbalJ(t`( IZ�. wO . rravc�s..�upl N U� p yam,, �/ 1 319 FOUNDATION AND ENTRY LEVEL FRAMING PLAN �b��^� ° ^ C'�lllT �/ _P IJ� r[� f 'O* w^ I ? ( S15 UPPER LEVEL AND ENTRY ROOF FRAMING PLAN .nnw :.dw aROerss L. S16 UPPER ROOF FRAMING PLAN A'^ae E°"arJM Ga's&a .coL, _CnwAtiN �_-50 4�( WOOF MR74 �_E rn ux.o� 81 (°32 /� . PLUMBING V .h w Rervy Fran T � 303• � 2 `' 245*'> P- 1 . 0 ENTRY LEVEL PLAN ` &44e% ooiH6V_k�Te U40T.( mr, eg4,rtNu0u5 _b Itil J MECHANICAL ER LEVEL PLAN ANtS} {tom Wc�p L I GP �oh�i� f� Fj4w aD - SIN. _�IMII�R - - N� M- 1 . 1 ENTRY PER LEVEL PLAN Date G eAg2fw ' _ _ S.ob. 511 ON f�j;� 1 ' ELECTRICAL - 17 - 9 � �nWn�� ` . OV E- 1 . 0 EN'!'RS' LEVEL PLAN Revised:"'L PLAN tr&k �m_ � _ f I�"� VVV•'F' I ALL X71M �NSI OF� � r�e To We OF (DNs"f4Twt GM TECTURAL f �'Y� � A- 4 . 0 INTERIOR ELEVATIONS P.R nZit P"w ��' ���� OF% Kotr:vF'1 95'1.1D TOFFS] HOT1Ev o7T1t.`�Wr50 A- 4 . 1 INTERIOR ELEVATIONS �_- - ' - - r1� wr i 2 . ORTR&Orof TO %3AED VI`F)7 ^LL PV(% G" A- 4 . 2 INTERIOR ELEVATIONS - O� © A- 5 . O �DETAILS �4. �F 0. 5 . PISGL o STIJI�S 'fLL lL7L`Ti'p _ N� {y�� � � {� � � �p� � p�p�N�NLyN�v WO- AHA Sfi�l�.pN�OTffI oaf A- 6 . 0 DOOR SCHEDULE tatWs �ixrflNl� __- - _ � c�FfwJ" 11 +11 tl � /l sl�� � " VzTI0r 1 r ��V 1 �� bI-" 1" F "�t�iC1 STRUCTURAL ryO� 6¢ JAAyf�t4, C�176Pn � '� VVINVOW IQVUf44 OPT sS AR' �. ONCE S17 DETAILS EDWARD M. 77 M ►' D POW 5. . 4*i VfN WINt Al MM 1uF' TE � f5 5QJ1�C�T , s� * DETAILS GWATHMEY, 6� � � � RI61P IN��TIro �1p� t ` 1R. Sheet Number [ONTPACT- 6K Si4u- �F-P" X NEW -1 r 645 B-+. � NOTES t C 230 � I` v„ 1 ATE w _- WKH { � " LA r% MLCHANI SCHEDULES �. Ivsn.+� I 1 ��(�� 1'7�✓" 1-'G �'�I{�� M- 3 . 0 SCHEDULES AND NOTES W M - 3 . 1 n L.P. L�DW WD(� _- � !���t��--�! �} �IL �{`L 't'� � ��•nT�NiN " �'F'1 : l."-isci u� 1 " ��INv ELECTRICAL i" £® U�\�` O V MP- M'F�iJ `( O �It� VJ O W �NOan r _=J1'1L1� rL G�E �T T � . 9- 3 . 0 SCHEDULES AND NOTES A � J MT AALIAL.- �GN� E- 3 . 1 ..� LAND7C AF 1 Ns: L 1 . 0 LAN.'1SCAPr PLAN - �1 T A,. ✓• P J NINE- • • werre MIR Norte EXISTING CONDITIONS MA Arll &4* ior � 'a ( iA%ts fift) as N 85 `4 '14 " w " s \ (40' IN 4 BUILDING OUTLINE LAN toI p `m PL*4 (rrPICAL) � . w7 . ^ W 0 G1 Y � W Q N � PATIO Q W NO rta PAN �d,u� W o N UNITN_ U °co SAND 40X4 " WOODEN POST yyy��� mo VOLLEYBALL (TYPICAL) ` Tf�,�/_ ���r� ► 1 ` �. _ O — SPA eunaNC -. COURT rat! (r/ L ' ' 1 Z J 0 X69 W Q oFo1ce Op CaM a pove Z > u, DECK AND PA 170 c*� CASCADE LODGE PARCEL \ 'BOOK``555�6,��PACE 618) FIRE SPRUCE TREE O S14o a4�pMe^ Ole pj G✓tu HYDRANT ` ` CULVERT (TYPICAL){{ DU ��� i1/^a11T iTi1 � � • � DRIVEWAY AND ACCESS ROAD / (PAVERS) O O I op lIll �+------_ - COSGRIFF �F , - - PARCEL ASPHALT O • WALKWAY PA TH . � • ` — , 1 i o. cs % 5 rwI ,ey z Ee�,g91 i DRIVEWAY (PAVER DRIVEWAY �yo 1��. j DRIVEWAY PAVERS) %' 5�'- 1 WALKWAY LIGHT I'MICAL Z I I EDC� OF CREEK WOODEN TENT J, . �o \ Lox I LD LO TED) PAD \Ni9- / CENTERLINE F COR CREEK Q � MILLRACE 8 K� E r £ CONDOMINIUMS BUILDINGS 4, 5, 6 & 7 a ' y FOUND REBAR & CAP 72. IJ' WITNESS CDR, cceorpn1 ArrrelQ( walNnaYRye (ILLEGIBLE) /o 1 9Z µ 01I:.H:� rnu aocv j a ma aeaa aM I, asn rumaaea nerar� as m ms .51 m G o� aopeny of 95 PaneArrcnn~,PC ov Is 0 nar ro De uasa. n +AOr a .n wn .mmu� ma. me, ,/t� a MITZaVan Of Fl~ L GG? r 36 f M , f Etl pe M Gws M aY L A a Henry Pratl N 65 3� P R O V E D Date 7 _ � z Revised: TOWN OF VAI :L / 103 02 jdoCLAIL 36 By ._ EDGE OF GORE CREEK N 69'0 (FIELD LOCATED) � Sheet Number i CENTERLINE OF GORE CREEK / ` � � � - SCALE 1 Ar = 20 ' `/ GENERAL NOTES GRADING AND DRAINAGE PLAN 1 OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS TO GRADE OR CONSTRUCT IMPROVEMENTS OUTSIDE PROPERTY LINES. CONNECT BOULDER WALL SUBDRAIN 2. THE CONTRACTOR SHALL CONFORM TO UPPER EAGLE VALLEY SANITATION DISTRICT ' SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. TO PROPOSED INLET RIM ELEV. = 20.5 3. THE CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL DISTURBED AREAS WHICH ARE _ INV 15.5 _ _ _ \ \ CONSTRUCT BOULDER WALLS (2) AFFECTED BY HIS OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN BEFORE PROVIDE DRAIN BEHIND 4. ALPINE ENGINEERING, INC., ASSUMES NO RE: DETAIL SHETF R SECTIONS IRRIGATION AND DRAINAGE FACILITY LOCATIONS. T BIS THE RESP NSIBIl1TY OF \ �V THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES, IRRIGATION ^ \ _ g020— \ 4' LANDSCAPING STRIP AND DRAINAGE FACILITIES PRIOR TO THE START OF CONSTRUCTION. \ 5. CONTRACTOR SHALL COORDINATE ALL SHALLOW UTILITY INSTALLATIONS (GAS, PHONE, + 8011.0 40j EXISTING CONCRETE ELECTRIC, CN) WITH THE APPROPRIATE UTILITY COMPANIES. / ,Lp C \ SIDEWALK EXISTING 6 TO PROTECT ADJACENT PROPIERTY OWNERS PROVIDE ND SUITABLE GORE CREEK DURING CONSTRUCTION. U) 1 ^ \ DECK AND PA 770 / BLDG 4 �! BUILDING OUTC/NE 2' ALL GRADES SHOWN ARE FINISH GRADE ELEVATIONS, W O B ENCOUNTERED DURINGECONSTR CTION. IMMEDIATELY IF GROUNDWATER IS _ W 11 \ 9. EXISTING CONTOUR INTERVAL IS 2'. ,Q of O 10. CONFORM TO ALL RECOMMENDATIONS OF THE SOILS REPORT (OBTAIN FROM v U _1 THE KS77N ARCHITECT). CO W O \ \ \ HOTEL 11 . DIRECT DRAINAGE AWAY FROM ALL BUILDINGS. Q of U + 8019.51 \ \ �\ O \ \ 12. COORDINATE REMOVAL OF EXISTING PAVILION, WALKWAYS, ETC. WITH ARCHITECT AND U INSTALL AREA DRAIN ADJACENT PROPERTY OWNERS. Z J RIM ELEV zz 23.5 19 \ \ INV ELEV = 19.5 O VA BUILDING ro W Q J0 EXIST. 4" HIGH CONCRETE PATIO WAIL \n r ��y �y \ \ \\? ,262 \ � Y `� BLDG OUTLINE s ALL LARGE TREES \ TO REMAIN PROVIDE DRAIN BEHIND REBUILT Pr" 5 2 \ \ PORTION OF BOULDER WALL \ ? / CONNECT BOULDER WALL SUBDRAIN TO AREA INLET If 1t F7RE \ \ 2 1 J 4" LANDSCAPING STRIP ,ry, n � I �'"7 �C1G,L% HYDRANT F ° PORTION OF EXISTING BOULDER WALL PROPOSED INLET „tip / TO BE REMOVED AND REBUILT PORTION OF BOULDER WALL RIM = 16.0 \ -� { TO NEW ELEVATIONS. TO REMAIN INTACT INV IN INV OUT 1118 60 — } 1 �8 O Y BLDG 3\ 9D50 ASPHALT BIKE 5 SEMEN PATH c ENi � 19 gCCES i � + \ ^�; 50" STREAM SETBACK LONE MATCH INTO +10 BWG 2 \ EXISTING PAVEMENT \ 100 YEAR FLOOD LIMIT PROPOSED INLET MILLRACE RIM = 15.50 \ ` "`�25) _ 8020 - _ �_ / INV IN = 11 . 48 — -PG--� INV OUT = 11 . 28 CONDOMINIUMS ' I ) 1 +p0 5 \ l 1`j i ' / / EDGE OF GORE CREEK �I, I o /" / O ' (FIELD LOCATED) BUILDINGS 4- 7 BLDG � II +16 iPO / \ ELECTRIC \ 1 TRANSFORMER ° I , Ii I �1 l/ . , % • \ 1 II I - ' ' l, / 10 _ •' / / , CENTERLINE OF GORE CREEK 1 \ ,6 / +185 BUILDING OUTLINE / (TYPICAL) NrotlR a,rnn.as oacm.yv,ar \ \ '?•�'�" / ., . . ./ / /� / rn sAll documani ara uw seas aw Gaspns rvnrpou�M Mum as an 1150L,mant of / wolw nal sanca Is IM PROPOSED INLET — \ /�% C LEGEND p y �noW mss" RIM = 13.8 / QG -V W to oa „=o r .Memm INV O 9.96 \ _ �a EcISISom C - /�/ - \ (' - 5 M SEWER k INLET �, e, y "n p,aa INV OUT = 9.78 i/ v �^°+ Q . _ / INSTALL 0 C 18 LF /� 71' CSP n APPROVED G 0? A STONE PAVERS TOWN w t O F I L SP R CE TREE Date 7 _ A Z DISCHARGE TO vV �y Revised: GORE CREEK \ / - BOU ER WALL BO 0 ELEV. OUT = 9.5 � � / f / \ W//L DATE ELEVATION \ /, jp3.D2 � DRAINAGE FLOW N 69ro36 E _- a_ +6E PROP. FLOW k GRADE Sheet Number ----- zo PROPOSED CONTOURS i / SCALE 1 = 201 — �80.?C _ EXISTING CONTOURS C 2 GENERAL NOTES UTILITY PLAN 1 . OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS TO GRADE OR CONSTRUCT IMPROVEMENTS OUTSIDE PROPERTY LINES. � 2. THE CONTRACTOR SHALL CONFORM TO UPPER EAGLE VALLEY SANITATION DISTRICT SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. 3. THE CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL DISTURBED AREAS WHICH AF0 \ • \ \ • \ \\ \ \ � O�!,Ps AFFECTED BY HIS OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN BEFORE . VvA� 4. ALPINE ENGINEERING, INC., ASSUMES NO RESPONSIBILITY FOR UTILITY, IRRIGATION AND DRAINAGE FACILITY LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES, IRRIGATION \ - g020- \ \ �I AND DRAINAGE FACILITIES PRIOR TO THE START OF CONSTRUCTION. ' 2 5. CONTRACTOR SHALL COORDINATE ALL SHALLOW UTILITY INSTALLATIONS (GAS, PHONE, + 8011.0 �2 \ EXISTING CONCRETE ELECTRIC, CTV) WITH THE APPROPRIATE UTILITY COMPANIES. SIDEWALK EXISTING 6. CONTRACTOR SHALL BE REQUIRED TO PROVIDE SUITABLE EROSION CONTROL MEASURES � /� I \ DECK AND PA I70 TO PROTECT ADJACENT PROPERTY OWNERS AND GORE CREEK DURING CONSTRUCTION. V DECK ^ 7. ALL GRADES SHOWN ARE FINISH GRADE ELEVATIONS. W / BLDG 4 36 BUILDING OUTLINE ILINE 8. CONTACT CIVIL ENGINEER (926-3373) IMMEDIATELY IF GROUNDWATER IS 0 V 0 ENCOUNTERED DURING CONSTRUCTION. Q W Q 2 . / THE WESnN 9. EXISTING CONTOUR INTERVAL = 2'. / \ U O 0f LL RECOMMENDATIONS OF THE SOILS REPORT (OBTAIN FROM J 2. w O •� � CONSTRUCT CONCRETE RETAINING WALL .N / STUCCO VENEER •� E AWAY FROM ALL BUILDINGS. Q � U RE.PR STRUCTURAL PLANS U VVV"' _ ` \ 1; �/ �1. iQ / PROVIDE HANDRAIL ON RETAINING WALL 3. Tp )ERTY OF EXISTING PAVILION, WALKWAYS, ETC. WITH ARCHITECT AND "'� T.O.W. EL=32.0 'ERTY OWNERS. Z J ` B.O.W. EL=29.0 A. A. 0 _ \ .� 8020 � \ \ 11 CONCRETE RET. WALL W /STONE VENEER ; LLJ Q / T.O.W. EL%27.0 A . 801+ 0 2 - 10' NDS AREA DRAIN B.O.W. EL.24.0 _ / \ \ RIM EL 1040 20.0 BLACK 5_ F. / INV EL = 16.20 6. C �7Pa -BLDG 4 BUILDING OUTLINE / 7. A. / A1A 8 I s� 71. \ ` THE WS 77N PROPOSED 1 /� / \ \\ HOTEL _ 46A A.. _ AND VALVE ' \ :� / o �•.• / A+-rnTF .= T) i' INSTALL AREA DRAIN � _/ tt ., . CT :,R rNa;E a RIM 3 5 ELEV = 2 E ' ' `� ` I M ELEV = 23 19- 5 5 \ '' / 12. "GJPOINAvE REMO . = + A;; . ACEVf PRnP SPA 8UILOING 19 20 )1 _d =57 � � `TO CONCRETE RET. WALL W /STUCCO VENEER ? `� � � 1 T.O.W. EL-- 32.0 'ALT BIKE iLWE BLDG Ov ? B B.O.W. EL =26.0 ATM LARGE TREES Yc a \ PROVIDE DRAIN BEHIND CON TE TIC REMAIN /I �? \ RETAINING WALL. RE: S CTJRAL PI_ A"+ S PRJV!OE HANDRAIL CN TAINI"ICI HALLS IO ' STREAM SETBACK LINE 4' LANDSCAPIN TRIP FIRE cP °• ?4 * 00 YEAR FLOOD LIMIT NOTE: PER UEVS HYDRANT 4 1a _ AND SIZE OF TH \ \ .a \ 'RI "9 �JL \°-r � - e IDENTIFIED - PR ��� II ;� ° PORTION OF 15TING BOULDER WALL THE CONTRACTQ a ; \j \ o cP �� " -\ i TO BE REMOVED AND REBUILT PORTION OF LOCATE AND VEI PROPOSED RIM T6 0 INLET 1 ` ! I atia TO NEW ELEVATIONS. , TO REMAIN ' NOTIFY CIVIL ENS �' I I JC . � 30 EDGE OF CORE CREEK = y 80 I (FIELD LOCATED) 'IQ 's DL • = 11 .60 -- -_ _ �- �73 h° � �'o� BLDG 33 - / ' ; CENTERLINE OF CORE CREEK 01 AC(:E55 EA -E'AENT >t 1106 ��_ / C/✓ � I 4 Vi t \ rye ! / I T'a40 H INTO � , +}0.0e \ � P O EXIST"+ C � AVEME.; - \ li 'o °Jj N n,/ 'J�/ Z(p �' II III I 'i11 ` I \ � Xl'N �` I � � 8020 - _ - - I TOWN OF VA ! a !Ilr�l t /"1 L/ F. . ' . .•}i �!vCR M sPC v,ai t� oMir��uMS 1t/ alRcpnllphl lh agNa s Pc '�,i 31j l�J�� . //✓' 2 v nn a sVns ,na and Ma seas +t8 / �e a assn nsnumenial Z v BLDG J , A // I - .DATE _ o,o .a,bn.��, M ELECTRIC I 1 I ` / a,a=h,Wm PC avers v TRANSFORMER 9J YY" A rol loWd oo in rl"n a n 15 s 1 \ .e FrFntn W M1. rMON Ma wnaen 1 ���� m«meuon of RoOen i. grapy EEwaN M GwaMmey � Oi, GU 1 r✓ 7 rJ �I // '' - ST ---- STORM SEWER n or liamr Pan + Te.3 86 Z.o , L'J �J�J q4 Iiiiiiiiii iiiiiiiiie W m m . WATER LINE BUILDING OUTLINE ,f �. / / / (TYPICAL) 6 at / = no SAN � � � SANITARY SEWER 3 � 7 -' qZ Revised 4' 3 GATE VALVE ` 0 1 Lsf� � y ro , THRUST BLOCK / 1 m m m o m mQ CLEANOUT PROPOSED INLET W -•-0 CURB STOP \ - G D( `-� RIM = 13.9 / �V Sheet Numbef NV I IN = 9.96 IN NV OUT 9.76 - ' y � � / ( . � 2 �0. FIRE HYDRANT ASSEMBLY = INSTALL 26 LF Q`j 11' CSP �_� C � GQ\ ' � � - 20 PROPOSED CONTOURS GENERAL NOTES SHALLOW UTILITY PLAN 1 . OBTAIN PERMISSION FROM ADJACENT PROPERTY OWNERS TO GRADE OR CONSTRUCT IMPROVEMENTS OUTSIDE PROPERTY LINES. 4is 2. THE CONTRACTOR SHALL CONFORM TO UPPER EAGLE VALLEY SANITATION DISTRICT SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION. c 3. THE CONTRACTOR SHALL BE REQUIRED TO RESTORE ALL DISTURBED AREAS WHICH ARE _ ,A AFFECTED BY HIS OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN BEFORE. _ 4. ALPINE ENGINEERING, INC., ASSUMES NO RESPONSIBILITY FOR UTILITY, IRRIGATION AND DRAINAGE FACILITY LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES, IRRIGATION ` AND DRAINAGE FACILITIES PRIOR TO THE START OF CONSTRUCTION. G� v 5. CONTRACTOR SHALL COORDINATE ALL SHALLOW UTILITY INSTALLATIONS (CAS, PHONE, ELECTRIC, CTV) WITH THE APPROPRIATE UTILITY COMPANIES. 6. CONTRACTOR SHALL BE REWIRED TO PROVIDE SUITABLE EROSION CONTROL MEASURES \\ OOA EXISTING TO PROTECT ADJACENT PROPERTY OWNERS AND GORE CREEK DURING CONSTRUCTION. DECK AND PATIO O 7. ALL GRADES SHOWN ARE FINISH GRADE ELEVATIONS. W BLDG 4 BUILDING OUTLINE RINE � 0 LV V 6. CONTACT CIVIL ENGINEER (926-3373) IMMEDIATELY IF GROUNDWATER IS — 1 ENCOUNTERED DURING CONSTRUCTION. W Q 9. EXISTING CONTOUR INTERVAL - 2'. W EY O S 10. CONFORM TO ALL RECOMMENDATIONS OF THE SOILS REPORT (OBTAIN FROM U U J / THE WES71N ARCHITECT). U) W O ` O HOTEL 11 . DIRECT DRAINAGE AWAY FROM ALL BUILDINGS. Q Of U 12 COORDINATE PROPERTY OF ERSTING PAVILION, WALKWAYS, ETC. WITH ARCHITECT AND ADJACENT ` Z J W o - SPA BUILDING i EXIST, 4 � HIGH CONCRETE PATIO WALL L� BLDG OUTLINE \�\ I GAS X3/4• FIE MILLRACE \\\ CONDOMINIUMS \ \\ w5 `\ BLDG 3 � F�It \//j/ \ �/j \\\\ L \ OO (� O �� ASP PAALTH BIKE \ \\j\\j\\j\\j\\\ 1 ♦ / CJ` O 20" ACCESS EASEMENT BLDG / / PHONE W Y CONDUIT BENEATH DRIVE RESTORE DRIVE TO ORIGINAL CONDITION \\\ / BLDG 1 EXIST. RHONE PEDESTAL \ \ :� OV �. ' A _ V BUIL(1TIPICAL)OUTLINE \\\ II / i h 'L Al L\ \ Jj Tow • BURY ALL SECONDARY ELECTRIC �d J / IN 2' PVC CONDUIT / DATE / [3Y _._.._._ oc na�cw.t BURY ELECTRIC/CT LINES IN SAME TRENCH _ Ar m..Rr.n NcntMa PC AO All Raaarvao This nnsnt, " Ta eau \ BURY ALL PHONE UNES IN 20 CONDUIT anGCSaronanstrooaNa tons, as an snwce Is laavonai anwca rs e po m TO INDIVIDUAL UNITS LEGEND pMAlchIt MtolNC " 'a." Prat to used PC sn0 �E not to M uaao .n wrgb or in Pan roaw of ooert / if 0, 1 Zdtgn OI {Hppalt L AI Eo,vardIs Gwatntw FH METER ENCLOSURE .lr o� t+enry Prat �1 ELECTRIC TRANSEORNEF Date 9Z. ® CN PEDESTAL 3 Revised: PHONE PEDESTAL �\ EEK Ry GR - - - - ---- CABLE TELEVISION GON — — — ELECTRIC I Sheet Number - - _ PH _ - --- - - -- PHONE SCALE 1 " = 20 ' - > _ _ _ _ GAS C - 4 Arnold Gwathmey Pratt _ ArCMleCls. p c 1000 5 Fronfoge Rood wesl Vol. Colorodo 81657 • • • • Tel 4 Foa. (703) 476 - 1612 r ` pip ��,♦ ���{r,�� �� �,���\ • are � ♦ - .. • •.- �.• � ' .Ism � r . ,• . � •J� •; r . • r r a • • • { . • a • ar • a r . . a• • m ASS PC ate • • • • • ' I I uuuu:�� • • I PROFILE SHEET r r O 7 0 ¢ 25 z _ ............—•-.... _........ 2 N. ....... � Ln a 4W v .._ . _ o a o $ EXISTING AD i .. 2G _ . 20....... .. ._........................ :........................... _. _ »..... ......._...........w.................... 4 .. . « : ..__._ ... _ ......... .«.... ....w .._... w........................ . ........«.. ... . ( (') 1 .5 ... . . . .. . . . . . . . . . . . .. . . . . . . ! , 6 15 Q W _......__..........«». _.................« ........................ ..........._............ . ......................_.._.._. .........-..............................._... .. ...........................................-......----............ .................................................. .............._...._.._._.. ....................................._...........................................I'd....................................... U Of O U J -H U) w O a ~ Q ^ g 69 LF 4" PVC O S_2% 103 LF 4" o ! \ UY'of 0 10 n n PVC O S 4 2X o a o 1 0 `J ...._._.....w.._.««»_...».«»...i.....«................................................:.__...._......_.....*.. ......».................................................-.........................._.... . V .............................................. ............. _..._. ....».................- .... ....... .,,N,. ..M....................._.................................................................................... . O W F- a- V > L, 1 > ? Wz � -05_ ««..»..« ...r....._...._.._...... ....«.-« ..«. ...«.....»_..._... . ............._......... _..-..._..«........................................_............ . ......................................._.................. ......... . .... . .... .. .. .. . ......... ..._...... ......... ............«?..«..«.....«..... ...... . .. ........_-_..............._......._................05.... 4" SANITARY SEWER PROFILE (SERVICE FROM BLDG- 4) 1 " = 20' HORIZONTAL 1 " = 5' VERTICAL ._......«...._.......__....... ....-----•--.«........................N ..............................._..........._..._............................ x . ..._. � K x . . . ...........T.'tT.... J tO K NOTE: ALL 2'x 2' CONCRETE o rS _ . . W FINISH GRADE tl v . a0 tl BOXES i0 HAVE 24' 01A. m ( tl TYP. 0 _ = RING AND GRATED INLETS z " u No W ° o Lo ...2Q.............._««««._...»................................................ ..__«..._..._..... .»......................................................... G:I...................& ..............ic. I N.................................................«..»»..............i................ .�...........................................a[. d............................................................................_.......2.Y«.... - - -- - - - x a x x — H EXISTING GRADE N ,5 15 12. T - - - -- -- - 15 «_... ._......._........................._...«.........._........................N .........__......._.... «.» .«._.... Sc .........._............... .. ...._..32..�..... ................. . ....._........_............................................«........«««.___..«. ........._....._....... ................. ....... .... ............................................................................ ..... 12• CSP n O S � 1S ,� o QW 0 65 LF 120 CSP O S=, 7. 26 LF : . . tl o S 1 37 fF 12" CSP O S� 17. O S= > A 1 < 5 0 i /'� 10 > tl N.»............ N N �/ ..................«...._.««.....«...........«.«.._........................_............,a ...... .a ..........«.................N laf....................................._. ........................ .............V ..-..._....._............._...................................................................:......._. . .. ................................ ............._.......................I ....................... a o! z. :3 tl r NOTE: q of ao > g c O z RE: DETAIL tl m z u z i O o FOR BEDDING . DETAIL _z \ _ z i > «n _ _ ..._..__ .._..«� .....«_._.._..«.. « _ ...._ _._...»...:_«....«»...........»._......_._............................................_................._..._............... Z..._......_............._............_..«............._....._.....«.......05».. STORM SEWER PROFILE 1 " = 20' HORIZONTAL 7 1 " = 5' VERTICAL _««...«...._._......«« __.«.._.............._._«..««............................_....».......................................»z._...........«_«_...... ..«..«....»...«.»«......................................................_—........-........... .25.... . /�• _. am .rr.n.y.ar� z MdbMC PC W W •a RgMS Mwrwe inr awlml.r,, an0 ma asaa y FINISH GRADE EXTEND FLANGE OF FIRE HYDRANT w 0 o a (TYP.) ABOVE FIN. GRADE IN ACCORDANCE • • ^ u • ^, . m• a < r aobswnai s•r.re rs m. > m N = H / W / VAIL FIRE DEPT. REQUIREMENTS Powrtra u.aaGwamma yr / � raa 110 kj ns In a of ..«.......«. > .._ fA ...»N .. d .. ... ... .. «.............. ......._...._....«...._.........._................«.__....«...............«............._.......«.................... . ..... wn .nr�oui ms +nmb o. �n 2Q......_................_«. »...._ _.._.._......_..«....._..................................«.............�.... ........................... _ ..... _ _ > • N � AnbU EM M GwwWhm•y _ a0 N N ~ Jr o. Pram"III EXISTING GRADE 15 — 15 Date 0.r A . 3 o o W T o1►v ' x 10 o is o > 1 . ......................._...................................................__.................._........_«_.......«..................._................ .._. ........__..................... ....... ...................... ........ ........................................................................41. ..... .......................».............._».............._..........._.«.._._........................... .........................................., NOTE: PROVIDE 8' OF COVER ;p a ,� { / OVER TOP OF WATER LINE 0 � v lc: M x , _ . .. . . . ....._...-.- ......... co Sheet Number - - - — - - - 05 r «..««.««..._......_........._.. ........._ « _........«_.....__................................................................« _._.._......................_........................................................................ WATER LINE PROFILE 1 " = 20' HORIZONTAL 1" = 5' VERTICAL DETAIL SHEET • � • EXPANSION JOINT 6- INCr COLORED CONCRETE DRIVEWAY SECTION WITH 6.6 WI A WL♦ WIRE MESA IN PAVERS (TYPj W O 2' RE, LANDSCAPE PLANS FOR TYPE INTE RLOCKNG PAVERS (TYPJ COLORED CONCRETE PAN EXPANSION 2' SLOPE SAND LEVELING COURSE 2" �{ W Q JOINT ITYP.) DOWN I" /FT Q O SAND LEVELING COURSE mow, all ° . . • e• . :�. � .: :•• ° �.Q0:6014 It • • ° • • • • COLORED CONCRETE PAN • • ' • • • • a Z J eta ` •;;•• SLOPE DO j° 0 also * 001 1 1 . 01 �:: :• ' W .:: '•• . TT 00 9 0 40 Q •... : ON 0 1 •• ° '. MIRAFI FILTER CLASS 6 BASE COURSE MIRAFI FILTER CLASS 6 BASE COURSE FABRIC 70OX COMPACTED TO 95 FABRIC 70OX COMPACTED TO 95% AASHTO T99 AASI 799 SECTION D- D SECTION C- C 4 TYPICAL AT ALL DRIVEWAY3 20' 2' 16' \ 2' EXPANSION JOINT \V. INTERLOCKING PAVERS (TYP .) COLORED CONCRETE BORDER 2' FLUSH - 6` THICK PLAIN THICK •7 ; . PLAN CONCRETE BORDER EACH SIDE - FLUSH . •d • ' • • • v • a • � . • '. . i ' b• • �.jai•1"•a . OCapyryH as ,. : .' •0 : :, � � .:: • . ;: . . �:. • CLASS 6 BASE COURSE amiaf nmm•yvrm •. , • � , • , • , • • COMPACTED TO 95% • • Ayq • • ' . • • • • • • Ncnilatls. PC •� • °• • • •• •: • AASHO T99 • ° • ••: • • •°;. �. •••.' • ':, . w e0 9.0 SAND LEVELING COURSE � • R°a'�°0 • • •• . •� � •°� ° ° • • • • s imsoocumem. am ma seas •e 0n ^ ° :•• !• •° �. , . •i•• • °�• ' • °. ••• •e • •°ea • • ••• an0 designs rcuryogroa •�• •• •• • .,e • EXPANSION JOINT (TYP.� N_ :• ' .e 0• ° ' "� � • • • a •; ; . fWow as an ,nsnumeni of • , • e.••0 :�:.°.• a •�ti • • . • , • • wolessronal ssrv,oe z me e': •'• • • i • •• • :•• °°• CLA55 6 BASE COURSE wopwry °tArndycwammey.0 Id. • Ran Amname6 PC anom MIRAFI FILTER .�a•° ••• 'a • •�. •e COMPACTED TO 95•A mno oe useo ,n wnob w ,n FABRIC 700X • � • e Pon w+mmn me wnnan 10 we * 0 4 AASHO T 99 auuwniai,on of aoean ° i • Arnpy. EpwerC M GraNrror INTERLOCKING PAVERS (TYP .) Jr or H" Pran 2-INCH SAND LEVELING COURSE MIRAFI FILTER FABRIC 70OX !' ;J Y Rate ? - qz Revised: SECTION A- A I� SECTION B- B TOWN 3 VAIL Sheet Number Ce 7 DETAIL SHEET W o QV Q W UQ^ W 4' of 0 v J U J //�\/j�\/j\ • //\ . BACKFI SUITABLE 2 MATERIAL 'Ql W OU 12" CSP STORM % COMPACT TO 95% AASHTO T99 1 ' 1 U SEWER 6 MIRAFl 140 FILTER FABRIC 6" DIA. RIPRAP 112 O 6" DEPTH = > TOP OF RIPRAP TO BE FINISH GRADE ELEV. - REFER TO SHEET CLASS 6 BASE COURSE FOR LIMITS OF SWALE COMPACTED TO 95% AASHTO T99 STORM SEWER BEDDING SECTION G— G NTS UNIT 4 — EAST SIDE NTS 20' 36 1 O 4' LANDSCAPING STRIP n m 1 r � ? � w 23 O Le 3' TYP. U ��.{ OrM \ Z O 25 SIOPf=OR AIN 3 a 29 1 PLACE BOULDERS 10.10, AROUND 12" D.I.P. EXPANSION JOINT 1 INTERLOCKING 1 ' GRAVEL D IN INV. OUT OF 12" D.I.P. TO BE 6" ABOVE PAVERS 23 FLOWLINE OF SWALE j (INV. = 19.5) \ 4. .-'-1 12' D.I.P. � ' MIRAFl 140 FILTER FABRIC (TYP.) � �- '- -� - Q ��aypen u 1140c aaaenae \/T. Y/ 10 L- O J O yee mw.�wit w m. ds \ \ \\ �\ 3,/4" - 1 1 /2• SCREENED ROCK (TYP.) OO � S - 2% o a ��� w� 3, wlaswnai s a ar x II Kara y. 6" THICK FLUSH ! - 4" PVC PERF. DRAIN PIPE (TYP.) RE: SWALE DETAIL 4 w not Md worr0 9 > . CONC. BORDER - PLAIN COLOR FOR PLACEMENT OF Q j �,z pry. maaa ar .rman aap Uaowa P~ L RIP-RAP RE: TYP. arplE ECraroM GraTmay BOULDER WALL °m z i or Hi Pran KEY BOULDERS 1 ' 6' - S- CTION FOR PLACEMENT j w a OF BOULDERS ? w BELOW FINISH GRADE - 7I0 SECTION E— E 6 SECTION F—F Date NTS NTS 3 - I ? - `IZ Revised: AP � � TOWN OF V.AIL �. - Sheet Number wtTE RCTES NOTES NCTES I. SCREW TYPE VALVE BOX TOP AND COVER I MINIMUM COVER AS SPECIFIED I 221/20 LONG RA01uS KENO H 2 SAND 1 A PVC PIPE 2. BUFFALO TYPE CURB BCX SHAFT , LOCATED IN NOW! " TRAFiIC AREA 2 SEWER LINE c 2 " 22 MZ' fLBCWS 1 I - 0 ' MINIMUM OR AS STAKED S FOR SEWER SERVICE TAPS TO EXISTING LINES " A tl' Al SADDLE ! 6ArAFILL IS CCMF <CT TC SPECIFICATIONS a Q1NB STCP a DERMA JOINT ' STOP JA ECUAI 6 STEEL FENCE POST AT EMOO UNE TO 2 -0 6. BELL TYPE PLUG ABC VE GROUND 7 WYE WITH 43a ELBOW IALL BELL FITTINGS) S FLARED CONNECTION IrYP1 e SEWER LINE , SEE PLAN FOR SIZE 6 SLOPE � I ,' $ / I O S 0 OR AS STAKED IN FIELD 9 ENO A PV C 3- FROM FINISH GRADE i TYPE ■ COPPER APE WITH AYPLl BEND CORD STOP 6 SERVICE LINE SEE SPE CIFTCATKXaS GRADE I/W ' DROP PER FOOT YIN �d rWIAH AKAAM T 2wiER 7 NYE BRANCH •C PE PLACED In UPPED THIRD Of SEWER MAIn r B CONCRETE BLOCKS BEARING ON UNOBITUR6E0 SGL 9 CORPORATION STOP O O U) LIJ i 2) :u l 1 I 2 O 7r� z J© W O — c0 �^`�a = Q D • - - - - IL IT �- w © 5 PLAN 3 30• TFw • 9 6 �Q •-. . �` SECTION A SEWER CLEAN - OUT DETAIL < G6 NTS SERVICE CONNECTION DETAIL SEWER SERVICE CONNECTION NTS NT NOTES NOTES I CONCRETE THRUST BLOCK _ I BOO BREAKER • MIL POLYETHYLENE PLASTIC 2 HYDRANT LINE _ t YIN 2 _ ( 1 2 FOR 270 PSI MTERNALPIPE PPES9l1K ,MFVLTIPLY AREAS BT 1 . 4 3 MINIMUM COVER , SEE SPECIFICATIONS rH I � RAO UYPI L— —'�, • : ^ } MINIMUM BEARING SURFACE AREA - SO FT ( FOR 170 P31 INTERNAL PIPE ) BACKFILL , SEE SPECIFICATIONS PEI 1 ( 3 VALVE BOX B GATE VALVE IN MIN SRE B E N 0 3 TIE a 6 DO NOT BLOCK FIRE HYDRANT DRAIN WITH BASE E • . .• . . . or PIPE Ili 22 la • 3a 1 90 DEAO ENE I DUMMY GROOVE• HINT, SIDEWALK. 1 WATER WIN GIAMFr GROOVE AOMT, CURB ANO LATTER • ' 100 100 100 N / A 170 B WHERE MAIN DEACENDS AT FIRE HYDRANT TEE . TAP SERVICE LINE @ S 0 C @ S O.C. 0- 100 1 25 2.23 150 3.00 BETWEEN VALVE Box B FIRE HYDRANT CONTRACTION JO )NTS B � 100 2.00 ♦ 00 BOO 5.25 9 2 • - 0 - NTS 12 200 1.25 0. l5 1600 11.00 10 3 ' - 6 ' IB 370 650 12 s0 2300 16.50 II BEDDING . SEE SPECIFICATIONS FO1MIEp ,bMr }PREMOLDED 20 500 1000 1930 35.70 2500 12 . 5 ' - D • UNOBSTRUCTED AREA AROUND FIRE HYDRANT I - - 6 - BEHIND SEALER T FILLER SKKVA" OR A UNDISTURBED EARTH 13 CONCRETE BLOCK BASE AM CL a GUTTER I♦ HYDRANT DRAW PIT , 27 CUBIC FEET OF 1 112 - WASHED ROCK I � 3 BEDDING MATERIAL IS BREAKABLE FLANGE AT GROUND SURFACE 6 O 0 PIPE 16 FACE NOZZLE TO TRAVELLED WAY EXPANSION JOINTS 17 WHERE INSTALLED IN EXISTING STREET , REMOVE B REPLACE EXISTING . NTS cGopynpN MroaOwWnmarlran IMPROVEMENTS AS REQUIRED Archarl PC All Rg1aS Ravnan Tars aoc rTal ana ma aaas O • arro •. Y ti ` reroar as an ,nsnurnol I I ••s i VanA aA PC arcs Pran Atih•IaCN P C M rs TY► • G} . - 0 aumonlraa0 oI RoEsn I Amon ECwyo M GvamrlYy Jr Or INnry Pran BENDS - ►l AN DEAD END - PLAN 111 �IIII Date 3 cull S O O 6 111 ,�/�) .� 1 1111 1:'.s: . 1111- �T ® V J — 7 : 92 ' III �• ::e: 2 3 IBM A SM LIB BVISE3d: $IMilli TOWN OF ==1111 IBI =1111 13 O 3 II TEE - PLAN TYPICAL CROSS SECTION , 10 CONCRETE THRUST BLOCK FIRE HYDRANT DETA I _ BY _� ------.-..--._.--- -Dr.TE-- Sheet Number N.T,3. C - ° s -0' 20 O' V "eo I Ae I 1 111 •F �- lop -00 �G 1� - LINE OF GARAGE BELOW I jau 8 . GP P 9 ' ` 6 9 • - - -� 20 - 0 V J 10 • - 0• W O 1 LUpC Uo U y--- I I I Z J o L �1 UNe OF I I O — lr ^w• 'LZFA� I I I a W Q I I P I P I v \ / eV ol O e,. EL 106 ' - 0 ' EL 1041 HI e RJR �`I � 1,• \ ' 41 / 2 0 . of O EL 115 ' - 1 P P ® • '� a . SW 0 5S a 'ter i 0 T1 m EL 105 ' - O ' C,,, TO DID . '+ ^ O Iti O LF.uIl -4--t—�-1�r a.z� G 1 - - O - . - - e 110 0 • ^ IR / IS LIN EL 100 ' - 0 • - - - - --- � - . - -- 5S I J IR / IS IR / IS P P -• e IR / IS - F 1p - - - _ _ _ I Q 1 l! 1 ° 1 P w. 4 ® G - � I(v 7 3 ;;=9 15 1d Y o TOI I Ivy 91 a I a n y y Laoylyn ul Rynls Rasansa This Ax.Vrnant. aro ipe jags W May s intprporata0 b h e is person, as an insouni of _ Professoriat savaemos, is t1oost Papn=sf B1 PC " is J •.� part •IRnoul tM wnoen _ — nai of Oa uaW in wnost or ,n � — - - 4.1 aulMntalwn of RooMr L 1 1 _ • - Array waro . FE M Gwatamey — Jr or lbnry PraM1 __Air -i _— } 1 0 10 r j 0 'L I - - - - I -- Y) L I VENC Date I* 9q - G * (OVERALL eALOONY ) ROOM ABV I I 6 " 6 1 : 4 ' 2 • _ 11 • I 5 ' - 9 lit • I I � _ J Revised:pool I - II Ir2 ' pop 24 ' -O' poll t IP , R E Bar E D OF CO! ,'�p BUILDING I - LOWER LVL PLAN BUILDIN Y L FL_AN A°o _ ARD M . Sheet Number SCALEr 1 / 4 ' • 11 - 0 ' �- SCALE , 1 ! 4 ' • 1 • - 0 • HMEY, JR. •-- .._......._._-DATE_` --1 5-- �t, 1 A 1 . 0 BY ...- - _.... Io • - N � , — 1 i NOTE1 Q ROOF IN 1 ' - O• THIS AREA 4Ip,_ _� HAS FLATTER PITCH RE , 11 SECTION X112 I W 3.o I o 1 1 W O OC O 5 1 / 2 � 12 � a S I / 2-�12 _ I W 0 ° Q � DORMER AT U BEDRM 04 Z J �1 1 Q 5 1 / 2112 — 24 ' -O' 4 ' -O' El L — � I ALL ROOFS TO BE I STAINED CEDAR FOR PLAN OF THIS FIXED SKYLIGHTS SHAKES - UNLESS AREA - SEE ENTRY — ABOVE OTHERWISE NOTED LEVEL PLAN I , N F_ O J 00 DN LINE OF ROOF 2 ' ED SK FS4TS I I BELOW - TYP FIXED SKYLIGHTS i liy T VQV 4 P I P I v -I � � L-J.11 5 1 / 2 , 12 I I iDW LINE OF BUILT - UP I ED CEILING BEAM --- ABOVE O - - - I EL 120 • - O • " ® II o- LINE OF BUILDING 5 112112 W P P v STONE VENEER T -- I BELOW - TYP PAINT LOC $HT — �MTL CHIMNEY CAP - PRIME ----} 1 • -O' AND PAINT - OF BUILT - UP dr ING BEAM I RAISED STONE E ' I MANTEL AND in WIND PROOF FLUE TERMINATION 5 1 / 2112 5 I / 2f12 'n b ` Gopfngn T I w u Ms.rwn UQ Or n I I inn Op.umni are d,a geas a1q ri as arircorporaus0 _ hV0$ L Mrom asanmslrurtwnlol - = ! 5 1 / 2 1 1 2 5 1 / 2 1 1 2 J Provenly f sannp nIM { 1 pWenrcorcts PC a Prdn 4cNtech PC arW 6 mItoMusecl � w pn, / oan wnnoul tM wr~ W — - - 4 — — r DORMER A T autnorvauon of Roam L S ' - S O/ 4 ' / f. O _ _ J, or EOwdfpld Gwammas ++ LIVING ROOM _ d• a lfamy Peen ivy I _ I ' 10 - 5 112 ' ( DECK OVEQALL ) I O * Date o • 1 • -0• Revised: — -- -- --EQ — Eo \ r ) 4z� OF CC�to9, - q0 t (0 2 — 5 i / v . • ', EDWARD M. r` 244 -0' 2 _ 4 � GWATHi4EYr JR. TAW V � 1 _ ` , C - 2301 — 1 Sheet Number BUILDING I UPPER LVL PLAN i.; .' ° . BUILDING I ROOF PLAN }{1Ap ( t \� � SCALE , 1 / 4 • - 1 ' - 0 • i . l �' SCALE , 1 / 4 , 1 • - O ' ♦ A BY.... -�= - - - - ....-.. Dr . — - H . BLL� 1 Ir wff • • WIND PROOF FLUE TE12MINMATION - -- - PAINT LOK SLIT MTL CHIMNEY CAP - STAINED CEDAR SHAKES - TYP PRIME AND PAINT n CEDAR SIDING / TRIM - - - - - - - - SHT MTL FLASHING W O CEDAR FACIA / SOFFIT - TYP -- L -!� Q y STUCCO � W 5r 2X CEDAR TRIM U O PAINTED STEEL RAILING - TTP- • sf �° L�li._� !� C' a U _ _UPPER_ _LEVEL ` Q s , -_ A . _* ____ -_- - - EL . 1 20 ' - 0 ' U v T-" R - a - _ J Eltir Y PAINTED WOOD DOORS / - - + � BEDROOM_& LEVEL A -,�? - _ - 3 W I NDOJJS - TYP r f ® ,f 7 31 = W EL 1 1 5 ' - 01 Y M. :1:-0 J ' > 4 � $ T_UCH � ENTRY LEVEL �-- - - - - - - CEDAR SIDING OVER r _ EL . I10 ' - 00 ----_ ___ GARAGE DOOR A T.0 P. ALL GARAGE LEVEL _ _ ,,k _ _ 3 r* 3! AII EL 1040 - 6 - ( BACK GARAGE ) z Z LONER LEVEL EL . 100 - O ' V I BUILDING I - NORTN ELEVATION BUILDING I - SOUTP ELEVATION SCALE , 1 / 8 ' I ' - O ' SCALE , 1 / 8 • - 1 ' - 0 ' - CEDAR SIDING / TRIM - -- - r. L� -STUCCO ( 2X CEDAR TRIM h ' TYP AT ALL WINDOW � � --- - - � , AND DOORS �' , gz UPPER_ _L E_V_E_L < c`'NFF , STUCCO 57LI C9931 -$ TWCQQ lE Th,s a , Mmuans. PC 111 A4 11pms;� O man, ano tlro ,aeas J aM 0aa9 s ,zomo-woo ENTRY LEVEL r' " am lvsmu mas ai mma W * EL I10 ' - O • 1 w�a�It MC of kndaCwaalbn,sr. Ii T § �I rol 10 M t M C An I .n ovt wanaa " wrman J = �<_ .— -- - Z x i�EC+�. T�.J 1�f �_. :. �. &roan fahon c M G~+am^,ar 3 `,zTUC� - t Q. Jr or H" P•aff T [Ell I i - - p < �'• - - -- BOULDER RETAINAGE RE , CIVIL 4 1 Li L_Q_NE_R_ _LE_V_E_L 'a',; O81e1 � ).. -EL 100 ' O ' Revised: BUILDING I - WEST ELEVATION BUILDING I - E V EDWARD 4JR. * wo \ SCALE , 1 / 8 ' • 1 ' - 0 • SCALE , 1 / 89 • I • - 0 • gWA7H :SEYTOWN Or VAfL' � sue, . . By ➢ , � AM - -...... ._... _....----- . 5LL� I WOOD BEP.M _ CSEE STRUC-f-) IZ 4 OPP• HRHD • IZ 4 5.2 ' Of III N51 14NHp A5. 1 I I I - W 0 0 M W Q 4 DEGK Q w � / . it WoaD BEAM � , _UPPER LEVEL (� ISLE hTRU�.T•� r L . = I20 - O I•JALL MI-I"f- ; oM14 Uco 51/2 / j SthIR RtiIUNC, OZ J / TYPICAL• nr W 5OFFIT BOARDS L ! I M AS'f 1;R Mp•S'f E R ~ i;1•ITRY GL - ToIL.E'1• BAtH N� W 5?RIw�ER AI•.JD ` _ — DECK I3oAiz6ri r3ACK - I I1 E.{zpM STLI.ccv I _ EVEL 5.5 Ilk 5. 12 Opp, ' TL A3• NAUD Al (SEC STRLJGT•) M A�RI U•E � _ —11 � ,� �1 I �TTS CTYPICNrL� CO - — o A 5•y LU WF4z — 94NTH cl. , BEDROOM - I I oPP• hkYLI41JT IZ 5 .0 I{ Ai-ID gE (oJ1D 51�C�j � - - q ° YO+ li �1 �/ W rOD BEAM - �ONt BETE PAD % ChEE LO L STRUGT ) LOWER LEVEL loo -o +� - / i0 I _ g U I L P I N 6 56GTI0 ° LEVEL I I� . • j I --�- ILA•--� -�—._.-, � , ' L I UPPE2 5 � & 50M M - 4, A 4 L 9EDRc�M - 4 LE � { BAT?S �TYPICA L) c M I OII z PP Arrfo a acararan �L. 1 — MASTER BEDROOM ° A efts PC a A5.o r}AND a 5 CnannrMf. an0 ma fj ioaas l Q "r m as a nwarPOnrea r� "rem as an msvumenf m � F - - Proleysrorui semn. rsfM 6TSC L• E Pa M ro1ac 1DO�oi arraiaGr ro's �T— (SEE. S 12UGT• ) _ _ Prann2MUns f a*ws 1q _ G�1T1� LEVEL Amid ED"aoM Cwamr aumoritauon of RpMn L 1f0I Gn. L. DOOR CASH,44 — – — - - - j�� Jr or I Pran 7 7, _ CSEE 8 - A5 . 5 ) III - - - l EL. = 110 = 0n `✓ _ 4 RP`l^ E TYPICAL Fu NTH BLOC,k I I _ L- � - . _ _ .. CotiIGRETE DRIVE4IAY - Date 3 - 17 - 92 - - /SEE LAIIDSCAPE PLNh4 TYPILAL. BASE TRIM ) Revised: LµDRY, TAIR v EDWARD M . �'NATi :OIEY JR. + �+ � / Coo STEP � y = � . • �� 4 � J� — II TO EL YY - OF V ALL - - _ - Sheet Number • = 1 '� j1 - � PI.�(� � �/P•TI I� bU" IL' DINU S � cTION s (l I A3a0 Oil 52 ar . 114 :1z 1 ]LT B! [ . a • • WcoD r:uTtzY D4109 u- - - 'SEE � LEVATIOI,lS� i �} "(O - c�5 - • &X (a cOLU M N 2x6REDwooD pELK11Jla - A .zx� REDWcOD T EADS W/ 1/+11 GAP WOOD 6L0GkIIJ6, L /fi•P�p I 3 � 3E7WEEW TUIGK-SET SfoN� --i � I I ' I II -0, - FLG;�RII.JCsI (SEE r� 4 11 ell if A ? .1 ` xlD Lt:D/sER �ITUTHEIJE UI IDEIZ ' BUL.Mp To QL.L w M � \ (7GDIZ 51LL AI ID W/ ljllj) X (c" LACK , A ,may Q W ovsp PLYWc� v �� 1 T -�n a W OV1:R FLASHII JCS GI-OBI 3 . 1 V O tl GoI�T• SHEET METAL LA �IDIIJC� (9) EQLtAL i� DS \ ��`\ l' Q w O FLA51111 }G, \ \\ U \ . � W �- - � \� - - - - - �UpPER l�vE n U Cp9 �L • EXTERIOR WALL , ' !SEE STRLJGT-) \ �� r �� p J 1 /211 EXT rL7WooP -a - - - _ . \\ 1 W Q WITH 1 ''/21 5TR1 P OVER ,� oll + TS IN FT77 oil ..... PAW LS (PA147 ) GONG. WALKWAY OW 4 "GIZA'vEL o —ff - u� Q r T � 6p MIL POLY �� MPACTED �AgTN 0, S' 311 L - 1 31 8 I 2 �XT� R10R STAB l� S �GTI ON c&> I:auorL tr`EA.D� - - �aIJDIUGt - 1� TfiXTL1FZE12 DRYWALL _ k LAIJDII-llq -V- LAIJD11-IG IX8 WOOD WALE — CTYF16AL) GAP W/ EASED 1 - EDGE�-i METAL IZAIuwzj L! !Tp ' EALAUT ALL � I III 31-fin = OTYP16AU DOOR (PAINT ) - - - c'A %. 1H46 'PRIM EE SPEL• PEE RATI0IJ P (& ) 15QI.1 AL r -_ AUDIUr•L - I q , ..� THE A DS Q 1 /2 7fzYWALL oU - -Ilk 2X10 KESP. W { J w ✓<AGH 61DE OF it °�NI GED� 1R GAP 5 2 x4 5T Pt`2 � I6 o. c . ' - - 5UTRY E - _ --- GITLaTl LE4JE oVEIZ + - I 11 EL. = 110 �0 " 'W WALL GAP D �TAI � (Z) 2xGREDL.Iool? - - ToP0FWALL 211 _ I TREAD Dow 6HEA01 46 0 N L 5TAI R 51 DE VOW - - , n I nc II SNEATIN61 s /�v612 / lij FLT 8 : eIF t Lj 11 Lx IZ �Tfzlf-I�ER fLP�SHII-4c� off sTW10 n r N �L�R�' A3 . 1 r� I / t1DE A+-iD " af> ` I I I TRIM ' _ Z 6vLUMt-4 I � ' I �2 - WOVD RA% IL11. ICS ' — r�) EQuAL r 0 X IZ RESAW N - - - - - A I % EDAfZ TRIM C' L1T. SHEET METAL TREAP? w FLAS� IIJG - - ro 1 /LII:XT PL`(WOOP - (Y ? IGALr ;TL1GC0 WoOV RAI .ii�U �' 0 -vi METAL fLIPPbRT �+ EATNII-J �-, _ - MoUUTED To Tkr6 -N 5RAG-KETS PcT - I xto <�TU DS G 16 II O• c . WALL WITH METAL i _ LAwm (%4 Ilk IL Top I5oTroM 15 RA�KsT , 1MH 15 LIDS (ZETUI2NED { � \ Lp �1DINl� A{JU MID - SPAN. _ 24'-O• ALL- WALL 4'-O• 20'-O• rsr - 12• - - — 12• .• . STEP STEP S1 (— x•] It - - - - - - - - - - - - - - - - - - - TOP OF SLAB I I 1041-111 I I I I I 48 CONC. SLAB-ON-BADE --- —�\ W O j I I I Q W V O I I I 1 j i � vARes Q W O 0 J (1of-G� I 1 b I l u N 1 ui 12• m I I TYi= IGA � SUA3 STEF. {tof-6� I I soNO-nt�E I I I 1 r — DF I AID I I I I ST5L.AHF3 TOP OF SLAB I i 5/4• f-0 OIL - - - - I 4 I I Sa Si 1 STEP L.AB OIL OT TOP OF 5 FOOTING I I a — I WALL v d I L - - [104'-47 — 105'-O• 15 P I I STEP v in — — — — — — — — — — — — — — - - - - - - - - - - - - - - I - - - _. - - - - - - - - - (99-49 I I 1 I I I FOUNDATION NOTES: WALL F STEP I I SUNG FOOTNG I I L FLOOR ELEVATIONS SHOLN ARE AT TOP OF SLAB OR TOP OF PLY- 5 5 4- - STEP I I WOOD FLOOR 5FEATHNG. 5Tr:f S1 I i }� 2. ( ) NDICATES TOP OF FOOTNG ELEVATION. I � II 1 5. [ l MPICATE95 TOP OF WALL ELEVATION. 1 I ( - - - - - 4. DATUM ELEVATION 100'-d EOUNALENT TO ACTUAL ELEVATION WS.5 TYPICAL I - -- - - - - ---- - 5. FOOTNG El FVAT)ONS 5HOL.N ARE MO.XMI',S AND MAY NEED TO BE LOL.ERF� DI..E TO 50L CowrTION5. OONALO FLOOR 5HAB 5HAL. L BE 4• NORMAL. L.E.1C,Fff CONCRETE SLAB ON 1 LL- 4' GRAVEL BASE. RENF. W/ POLYP. FBFJZ : '• < I I FOOTNG I I Y 7. RE: CLVL DRAL *" 5 FOR FOUNDATION DRAMS ETC. a i I 16• TYPICAL STEP I 101-0' I 1 ` as as TOP OF SLAB ' I I rest lull 1, 1 10d o' I in I I I I v_ I I 1 I j I 2 WALL I I c�� pC Sl I STEP I a Hants R.s. o 1 1 This � �no9otw of (9G'-69 reran as an instrument of "fassp+al serve is " PraflAmJndacis Pc aanom •: —�.h— — — — — — — — — — — — — J Wo uus 00 ofa +Mlsan (100'—v Arrow Ea artl m Gwainmar .a or N.nir Prae 2 s1 Date OS1M ' Revised: 3UIL- DIN67 1 - l_ oW L- EVE161 . AND FOUNDATION FLAN APPROVE tV SCALE: 1/4' = f-.D• TOWN OF VAFL sheet w9rd ► c1 J Bu" Dm I By... {NFL_ ! ( ,_, ' .......-_ ........... Cr.7� S2 4 518 (3}-1 3/4' X 11 718' ML. 1 St7 UP W o Q Y Q W 6 'up X 22 1/2' G.L. Q U iY U O OR "aX31 J L Q � o O J 12' W51 424 (2100F) W Q 3 • 16' O.C. _ > tu o X 2 X 10 CEDAR 1 N 2 X 10 CEDAR I LAYER 1/Z' 5HEATHNG 2 X 10 CEDAR FROM FOUNDATION TO ROOF (212' M.L. 3�9 NVERTED ''1410 ° • +"12 N R FPAMING NOTES: 3 7MACNG L ALL. COLLMJ5 SHALL BE (3}-2 X 6 UN..ESS OTHERLJ5E NOTED.EACH 5VE. 2. ALL BEAM5 AND HEADERS NOT OTIERLJ5E LABELED SHALL BE (3)-2 X 10. 3. ALL BEAM TO COLUMN CONNECTIONS BOTH TOP AND BOTTOM, SHALL 12. M.L U5E 5P'PSON TYPE PLATE CONNECT0R5, U! LESS OT}ERWSE NOTED OR SHOWN OTHERWISE ON DETAL5. PROPOSED SUOTITLIT10N5 BY F CONTRACTOR SHALL BE APPROVED BY ENC4EER PRIOR TO N5TALLATION. s 4. FROVDE SN?'SON HUTF BEAM HANGERS WHERE BEAMS FRAME TO o°�ONALD.°'�., HAWE ETERD FAND APEbREQIXLED TO BE 3P/2c DEEP.ARE CONTRACTOR'S OPTION ,���`.`��OGISTERF�aiY��i� HN1J412 $ � F ONE LAYER S. 7- NDICATES NTERI02 LOAD BEARNG STUD WALL. 5FEATHNG EA Q FROM FOUNDATION G. ❑ NDICATE5 COLIMN DOL.N ONLY LALE55 OTHERLJ5E NOTED. Wi 1 T TO LPPER LEVEL 7. MAC.ATE5 COLUMN UP AND DOL.N LFLE55 IT SIT5 ON CONCRETE WALL N 111` _ i'9 .•is�0 8 AA�HE �S5�5GER THANK N-O' SHALL REQUIRE 2 TRIM STUDS q011a"Ifs a C W 9. ALL EXTERIOR STUDS SHALL BE 2 X Co • 24' UN..E455 OTFERLJ5E NOTED. b. ALL FRANNG FLUSH FRAMED UNLESS OTHERt.JSE NOTED. 12' W5I 424 O It FLOOR 5FEATH14G 3/4' T G AND RE. GEf•ERAL NOTES. I� (2100F) • 16' ` m ft N Ate( Pnn4yN4n s PC A4 I. S MN1YiO TAM WWf taM rm 01=s MIn MLQni K wmtw Mroa�. is an osV~ 01 pauiny m ATnodC«aMn , Pfan / he PC ano 4 nw Wpau .nw wwo oan. Wm ma rnlgn aVmnn2 WRoom L afn E4» M Cwammiy L Of Henry Pron Date 034342 Revised: i3UI - DNS 1 - ENTiz1' L- EVEL. Ff;ZAMIN6 FL. AN A P � R 0 Vk[ww D SCALE 1/4' f--U TOWN OF VA ; _ SStwet Number I S3 , 518 i — — — — — - - - — - - - - - - — — — — 1 5 I � I 5 I I I St7 I � zxtz • za � I I I i (2)-2 x to U) I sn i W o (j)-2X8 BFNi srPSON CC coLUrN - - U U O E - CAP ROTATED J X N • J � X N N J y Co X 14 W _ X 12 T Q lul x Z,t IcL°Z4„ AD EACH CH rtl E I N � N S � GTION 1 1�- X N 5/4' - r-0 N • 2 X 12 2 X 12 • 24' • 24' 5 j AT ROOF I I I DI 2X121 X F2AMING NOTES: TAR L ALL COLUMNS SHALL Be (5)-? X 6 I�LESS OTFERWSE NOTED. N -2X10 BENT 2. ALL BEAMS Art? HEADERS NOT OTHERLt E LP.6E+ ED SHALL BE (3)-2 X 10. I 5. ALL BEAM TO COLLIMJ CONNECTIONS BOTH TOP AND BOTTOM. SHALL U5E 5NPSON TYPE PLATE CONNECTORS. UNLESS OTFERI.J5E NOTED OR 5HOLN OTH RI.J5E ON DETALS. PROPOSED SUBTtTLITION5 BY :jj CONTRACTOR SHALL Be APPROVED BY EWC4,EFJZ PRIOR TO INSTALLATION. J LOAD BEARING WALL 4. Tl/TTl INDICATES INTERIOR LOAD BEARING STUD WALL.. •. �i,��� 5. WCATE5 COL_LM DOWN ONLY UN..E5S OTHERW5E NOTED. 6. IDICATE'S COLUhN LP AND DOI,JN UNLESS IT SITS ON CONCRETE WALL. ERf�..�I',fi0 7. ALL HEADERS LARGER THAN 8r-O' 5HALL REGL IRE 2 TRIM STUDS 4 J AND 2 KING STLDS EACH SDE. w: $n 8. All.. EXTERIOR STUDS SHALL BE 2 X 6 • 24' LII..ESS OTFERWSE NOTED. _sPb N 4 ALL FRAMING FLU5H FRANED LIWE55 OTHERWISE NOTED. ' �•e F �:�:••• �P•• 3 .., 0 10. FLOOR SHEATHING 5/4' T R G AND RE G&".AL NOTES. J t2' WSI 424 (2100F) m It. ALL ROOF 11 7/8' M.L. RP TO 11 1/4' DEPTH. 2' W5I 424 (2100F) • 16' W/ 2 X 8 • 16' W/ 2 X 10 SR1 R IN 12. ALL ROOF JOISTS 2 X 12 • 24' LILE55 CTFERW5E NOTED. I J Ot1TR"GER e i .I. N c Gaoynpm 4 lws tnm•y.9gn A, ILpnts RessrvM Thm OOC I, a ft az a o„pne in rpomiw h $n as w tn5Vu0 f of (�)-2 X t17 Prd•S m S 00 O ray wopeny d ♦rnd6Gvral PrM bcnnectt P C all0 n nd to ne owd In M w w o LIP pan. d nzaf ew kr aumonzmwn Rop,n l /unoitl na P,au Grainhey „ I Lp � 1 II I J. or o�,. Ps- I I I 2 Date 03-13.92 DOUBLE 2 X 10 OUTRIGGER I S18 Revised: AT 6 X 14 CORBEL_ ATTACH L — — — — — _ — — J LINE OF EDGE CORBEL TO OUTRIGGER V 54 OF FLOOR }� AS PER SECTION 1/S4 1 � � ^ � O � t se i9� LIE OF EDGE OF DECK UI � DIN67 1 - Uf fi EFZ BEVEL AWN O F VA 'l AND � OWEFZ }� 00F F {� AMIN7 {) SAN u �� SheetNLrnber BUILDING 1 SCALE 1/4 r-c YYY • .Y . Y W Q Y W Q Q a W RE LOL.ER ROOF FRANTIC U O FOR TH5 AREA U J Q o U Z J W ° - 1 > I- 4 9 517 517 2 X 12 5 sn 200E F2AMING NOTES: L ROOF SHEATHNG 5/81 (40/20 SPAN RATIJG). STAGGER PANEL END N JOINTS AND FASTEN L,M rJ I F AND 10d NALS • G° MAX -UM ALL EDGES AND T20 MAXr4M OTHER SLPPORTS. (2)-Z X t2 2 R6 ARCXTECT FOR ROOF SLOPES AND SEARING HE;GHTS. X T3 y 5. ALL HEADERS (8)-2 x 10 LALE55 NOTED OTHERUSE. ��.``Q.... N x 4. ALL HEADERS LONGER THAN 8'-Os SHALL izeamE 2 TRT1 5TLV5 �.�``t��°•GI`sTeR•.O�Y� N N N AND 2 KNC STUDS EACH SIDE �F' OF 00 x 5. ALL JO15T HANGERS 5NP5ON U TYPE L*4-ESS OTH ERW5E NOTED. N 2 X 12 • 12° Co. ALL SEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM SHALL. ° U5E 5"5ON PLATE CONNECTORS W..ESS OTHERWSE NOTED ON W' DETALS. s .2.• �� *!6%/ONAL 2 7. ROOF FRAM) SHALL ee 2 X 12 • 2'-05 LN...E55 OTWWLJSE NOTED. �i,��F,O• ,O?"`,,�� STl 8. ALL ROOF RAKES SHALL BE 2 X 12 X 6'-06 (MMI 'U STRUCTURAL FASCIA TO SLPPORT END JO15T5. (RDGE) 6 5/4' X 2f G.L. � DI N c Coarrot+ X X Arn pc.an bmlMlemsS PC � � an Rants wwe,.e N (TYPICAL) N F— tn,s datum t. and !ha aeas 517 X Q nereln as an msvu"MT of ana dasgns it rgooralad 6 I N < orolesswnai sanoce �s er �ra Mrn txttaPC aarN,s Y f not to a used n wa ,n 517 N pen .,mout the wridee a,uvnzatwn of Roo.n L ♦r..ob EdwaNM Gwasn (2)-2 X 12 (2)-2 X 12 J. a, M my Prae (j)-2 x 12 (Bu. 1 / 2 X 12 STRUCTU2AL 4 M 9/517 FASCIA Date 03-13-92 St7 2X12 2x12 Revised: STRUCTURAL STRUCTURAL FASCIA FASCIA 8 N I N TOWN OF VA ! L UIL. DIT 6 1 UFFFHFZ }ZOOF F � AMII I ( 7 F1. A1 I Sheet Number BUILDING 1 SCALE 1/4° as f--& BY .. I ._.__.____. DATE.__.----...... . S5 1 1 /4" CW. REFER TO ---------------------------------------- . . . . . 1 I , FOR CONNECTION LOCATION I , I I 1 1 I 1 1 � I I I I I I 1 I 1 I 1 I I 1 I I I I I I 1 I I � I I I GARAGE l I J I ` I � I ` I � I I i I I � I \ I i I I `� I � I ♦ 1 i I I I I BEDROOM 4 I 1 j I 4" FCO I I / BUILDING T—OFF 4 W FROM N I t Y AND VAL BE L W AND 3' WASTE 3 WASTE E DO AND 2" VENT 1 DO AND 3' VENT UP Lys] 1 1 {2" CW AND HW 1 " CW AND HW DOWN I 1/ , 1/2 Q 1 2 WASTE A 1 1/2' VENT UP DOWN. AND 1 1 /2' DROP I VENT UP 1" 1 3/ 1 ' CW AND 3/4' HW UP 1 /Y CW AND H O r1/2 AND 3" WASTE FROM ABOVE — AND 1 1 /Y WAS U o I D 1 2' VET P 1 /2" CW UP I Q I 1 1 / TO ICENAKER I I 1 1 /DN U 3• 2 112" CW DOWN —S UP TO GE 3/47 C 2' WASTE DOWN AND 2 VENT UP Q 1/2 WAND HW 3/4' W AND 1/2" WASTE DO T e ( 3' STE DOWN 3/4' ..L 3f WASTE 1/20 VENT UP UP 3/4' GAS UP 2' WASTE I 1 UP 3/4' GAS F� OM ABOVE . 1 1 /4' FROM ABOVE I 1 /2" CW AND W FROM BELOW L--' -- -- -- --- -- I WAL/L4TO SOFFIT -- 1 /2" UP TO SINK 2" TE G G A _ FR OVE GAS METER AND YARD LINES 1 I , 1/4' BY PUBLIC SERVICE. FEES 1 /2' CW AND 3/4' PAID BY MECHANICAL CONTRACTOR. 3' WASTE DOWN MASTER CL TOTAL CONNECTED LOAD ITT 375 MBH. AND 2 VENT UP 1 /2' 3/4' 3/4" 3/4" GAS IN CEILING MASTER BR I c— a' T R 1 /2" CW AND HW 3/4• GAS UP �/2• AND 1 1 /2" WASTE TO FIREPLACE DOWN, AND 1 1 /2" BEDROOM 2 VENT UP 2" WASTE I ,.gw� 2" WASTE DOWN FROM ABOVE 2" 2. 2. 1 1 /2" VENT UP —m% 3/40 BEDROOM 1 4' 3/4' CW AND HW DOWN IN WALL TO SHOWER, CW AND HW UNDER FLOOR Yo FLOOR TO BATHTUB, AND 1 1 /2" VENT UP -_ - - 40 WASTE. REFER A.mn.a. Pc TO SITE PLAN SHEET o M�w.lamaY.PrPtl 1 I I au Ayres Wsan+e C- 1 ,1 FOR CONNECTION a« m. l inOlM eaa LOCATION . and an s ' 2o I I I herein y ryoalao mo an sovoce nlal I I pobssonaiservae m a Pmm rachn�6. PG ano 's tl- ---- ----- - -- - - -- - -- ------J oot to ae usea 'n .mob onn I pan. w'moul me wunen BUILDING 1 LOWER LEVEL PLUMBING PLAN it or .augPol RpDe t I i Arnoa EJwano Al GwammeY I 1 L o� henry wan I I SCALE: 1 /4" = 16- 0" '--- - - Date 3/17/92 BUILDING 1 — ENTRY LEVEL PLUMBING PLAN Revised: SCALE: 1/4' — 1'-O' APPROvED TOWN OF VAIL Sheet � C4 U � II BY. �J4Gn ✓,F ............ Dtk 'M-5 ' 7 c1 P 1 . 0 L V r---- -- ---------- ---- ---- ---- ---- - - -- -- - --- ------ -- -- � ses - 1 1 I I � 1 1 1 1 1 1 � I I I I I 1 1 HW OUTLET I I FLUE — SEE PLAN 1 I FOR REO'D SIZE. I I I I I i i CW INLET GAS LINE. SEE I PLAN FOR REQ'D SIZE I I I I ASME PRESSURE O I RELIEF VALVE. PIPE TO 8" A.F.F.- I DIELECTRIC UNION I (TYP) I I i PROVIDE FULL LINE-SIZE G LUBRICATED PLUG COCK 1 I DRAIN VALVE PIPE TO Be A.F.F. 1 I I I FLOOR DIRT LEG f - FOR PLAN OF THIS AREA - SEE ENTRY I LEVEL PLAN I I V WATER HEATER DETAIL w I NO SCALE Q 3/4" GAS / " CW FROM BELOW ICEMAKER 0 FROM BELOW f 1 x `J w Q NOf O w -J O O DN I 111 I Q O Ali TURN DOWN INTO VENT 1 " MIN. U I Ij 1 I J I 111 I 4-# SHEET LEAD Q --i KLTCHEIi i I ili 1 12' MIN. Led 1 ti ASTE DOWN III -- -J SOLDER WATERTIGHT ROOFING OVER BASE 1 1 /2" VENT UP i - I i �_ f 1 1 C - - - SE SHEET LEAD BASE. 2' CW AND I W i SET IN PLASTIC CEMENT — -" MIN. INCREASE TO NEXT FROM BELOW i I — LARGER PIPE SIZE. I (EXCEPT FOR 4' DIA.) I 1 1 1 I VENT REO'D SIZE I 1 LIVING ROOM i ; FROM BELOW PLUMBING VENT THRU ROOF I 1 I 1 I 1 1 ---- --------- ----....... - J--- -------- -->F----- -- -----t-- ---- NO SCALE I i1 ♦\ 1 1 r I ♦ I I r 1 ♦ I I � 1 ♦� 1 1 . I ♦ I I rr 1 \ I I r I ♦ I I r 1 ♦ I 1 i I ♦♦ I r I ♦ I � CLEANOUT AND ACCESS 2� 1 1 I COVER. TOP OF COVER 1 I I TO BE FLUSH W1T11 TOP OF FLOOR. 1 FLOOR LINE CGoPr^of+ Jkrrdd & C P Sul nay PrM 1 M wqm gMy PC I _ _ awnva I • Eland rnsfnl r foo ideas 0 .I and despns ircowrand I - -- - - Mrein as an osnurnent of 1 Profess,onai semen. s fM PUK — — pooerty of pnpld�('vialnmep YLYS 1 /8 C.I. BEND v,an armnecn PC ra ,s not to be Used .n r w Pro fun waroouf one wrnnen BALANCE OF PIPING aArorvaeon of amens SAME AS CLEANOUT Arnow Edward ra Gwamrney Jr as nfy Pran - TO GRADE. FLOOR CLEANOUT ( F . C . O . ) SCALE 2 Date BUILDING 1 - UPPER LEVEL PLUMBING PLAN NO NOTE: ReC? eV Q' 1/? CLEANOUT NOT TO BE LOCATED SCALE: 1 /4" = 1 '- 0" IN CARPETED AREA. AP 0 V E D �iV N V re v A i " Sheet Number c� ..�' I ' ---- BY ``- a �l. ...... - - . ._ DAZ£_`'_.............. P 1 . 1 r---- ------------------------ ---- -- - - ---- ------------� I I I I I I 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 I SA 6'X 1Z 1 70 CFM I I GARAGE � i I � i I ♦ � I SA 8• X 12 1 100 CFM 6 X 120 70 CFM ` , I BEDROOM 4 I N 8'0 TO 8.0 6.0 0 BEDROOM 4 Q O 4.0 FLUE 6.0 TO — _ Y TO 6'0 MAIN BEDROOM 4 — — X 12' X 18" lR 1 BATH 4 SA 14• X 2• Q w O MOUNT AIR LOUyfER COMBUSTION 8• L W FROM 2 40 CFM U AND ON AT CEILING 3.0 FLUE BATH 4 FIR ABOVE 18" X 1 " 5"500 To 160 X 140 6.0 FLUE MAIN UP AND DOWN Q O o W j • 4 , • 2 r- - - � OM 9.0 ENTRY I cm ON LAUNORy le- 110 X 11 • I • X1 A FLOOR X1 A CFM - -UT Ell L 130 3 500 TO I A KITCHEN UP 8 00 i 95 CFM 10" X 8" L---- --- -� YQ - - HALL IN SOFFIT 1 12" X B' IN SOFFIT IN SOFFIT 10" X 8" 6 • -- - - - -- - - - - IN SOFFIT - -- - - - -----AL -- - - -- MASTER CL 600 TO B' TO 8.0 TO c "0 6"0 TO 7.0 TO 7" TO MASTER STER MASTER IN11111 Boom - INING ROOM LIVING ROOM U G ROOM BATH BEDROOM BEDROOM 6'0 14" X 6" IN SOFFIT T /000��� MASTER BR ALL REGISTERS SHOWN ON SUPPLY AIR DUCT SERVING THIS LEVEL ARE INSTALLED `J THIS LEVEL IS SHOWN ON 860 V 7.0 IN CEIUNG UNLESS NOTED " p LOWER LEVEL PLAN BEDROOM 2 OTHERWISE. 50 CF M " S2 50 CFU 6,0 8"0 an"HIV'wY1nMlPyll BEDROOM 1 As wo"d`w %-- y.al Tn" aocum 1. Anal nw ALAa Anal 0•spns nmomal.ajod na.un as An TShUTanl W MASTER BATH poles of sArvroA. n 0, popArtyh araiPC jsO rry, PraalA u� PCvle r3 rot lobe use0 vv o wnoo know E0pEthvi o1 C l r0m GralnmAy �� J or Ibrry Prea I I I 4100 SA • I SA CFM S� 100 CFM 1A 105 CFM 5�4 105 CFTA i i 1 i 1 90 CFM ^^ Date - ---- - - - 3/17192 Re ed. BUILDING 1 - LOWER LEVEL MECHANICAL PLAN - -- ------ -- --J A R � R O SCALE: 1/4" — 1 '-0" _— - - VED TW�1 qF VAIL BUILDING 1 - ENTRY LEVEL MECHANICAL LA SCALE: 1 /4• — i'-0' — - - — - - ..'Z - Sheet Number BY 0 w M1 . 0 r---- ---- -------------------- ---- ------ --------------� - 1 I ' I I 1 I I I BREIDERT VENT CAP I 1 STORM COLLAR METALSESTOS VENT VERIFY ROOF CONSTRUCTION I 1 J I I ATTACH THIMBLE I ROOF DECKING VENTILATED ROOF THIMBLE METALBESTOS OR EQUAL I I NOTE: i INSTALL FLUE AT HEIGHT REQUIRED BY LOCAL k UMC CODES. I 1 1 1 I I FLUE DETAIL I I I I I I NO SCALE I I I I I I I I I I FOR PLAN OF THIS AREA — SEE ENTRY 14" X 18' , ^ I LEVEL PLAN I RETURN AIR V , I I 1 1 I T FLUE (OFFSET O 18' X 14' DO TO CLEAR DUCT) 18' X 14' ROUTE 4'0 EXHAUST DUCT I FROM RANGE HOOD TO WALL - - — RA 30' X 24' 11w X 11 ' 18' X it ' ` , w Q OF SOFFIT CAP. OUTLET MUST 1 NEAR CEILING �r ^J � BE 5"—O' FROM ANY BUILDING I V , v Q OPENING. TO ENTRY LEVEL SOFFIT if o O I �l I III J 14' X SA w 50 CFM 2 I yl I I I — 5 0 KITCHEN ' j — FURNACE — I -- -J DOWNFLOW I j BEDROOM GARAGE,4 AND BATH 4 I I I 18' X 11 ' I I I — I 16" X 180 j REFER TO SHEET M1 .0 j TO LOWER LEVEL SOFFIT SUPPLY AIR I FOR CONTINUATION OF I j SUPPLY AIR DUCTS I I I I 1 I DINING ROOM j LIVING ROOM I 6 0 6* T — 5a0 TYPE 'B' VENT UP THRU ROOF. VERIFY SIZE FURNACE AND DUCT DETAIL � — - - -- - . - - - - - - - - - - - - - - - - — ---- - --- - - - - - -- - - - ----- t-- _ AND LOCATION WITH ACTUAL FIREPLACE FURNISHED PRIOR NO SCALE 1 TO INSTALLATION. I i ♦ I COMBUSTION AIR 23 KIT PROVIDED WITH FIREPLACE I I 135 CFM A,�a.ns PC GENERAL NOTES: A" Rn's p"so^ fns dou.mem ano me in.0 1 w X I a �1 FURNACE AND WATER HEATERS MUST BE INSTALLED ON an0 °°s'0"s '"`°'porB1e° 9Q QFM 9D CFM reren as an nsvumeni of NON— COMBUSTIBLE BASE 18' ABOVE GARAGE FLOOR. po�esso"m sen'.e acne Propenr a Ar, P P , aj man A�cn,bcls v C aib ,A e INSTALL FLEXIBLE CONNECTORS AT DUCTWORK CONNECTIONS 4_11 "ot io oa uses a, wroko- n DECK - D!n wXnON UN wneen TO FURNACE. avnw.. E m M C° Alroy. E°vgr° M Gvrem.roy F P W 50 12" SA PROVIDE MANUFACTURER SUGGESTED COMBUSTION CLEARANCES a Hang 135 CFM i FOR FURNACE INSTALLATION. �- MECHANICAL CONTRACTOR TO ROUTE 400 EXHAUST DUCT FROM ALL BATHROOM EXHAUST FANS (FURNISHED BY ELECTRICAL CONTRACTOR) Date AND DRYER VENT TO WALL OR SOFFIT CAP. EXHAUST OUTLET MUST 3/17/92 BE 5'- 0' FROM ANY BUILDING OPENING. Revised: BUILDING 1 - UPPER LEVEL MECHANICAL PLAN FIELD VERIFY ALL DUCTWORK LOCATIONS OATH BUILDING STRUCTURE PRIOR TO INSTALLATION. SCALE: 1 /40 1 '-0' © GENERAL CONTRACTOR TO TOEFURR—IN DUCTWORK AS ACID A+ R O V E D ARCHITECT. TOWN OF V A I L Sheet Number U = 6Y _'. -- --_ _ -- . DATE _ M 1 . 1 � I J J I 1 I 1 1 I I I KEYPAD CONTROL MAIN POWER FOR GARAGE DISCONNECT DOOR I 1 TO TYPE CABLE N 1 I 'M" LIGHTS I 1 TELEPHONE PROTECTOR GARAGE I I I I I I I I ® I I � I 1 TO TYPE 'J" LIGHTS l 1 I I 8 ♦♦ i i I ♦ I � I ♦♦ I i I ♦ I � 1 ♦♦ I � I ♦ I � I ♦♦ I � I ♦ I i I ♦ I � I ♦i� I N N I 1 IM 1 BEDROOM 4 t I I O I 8 1 I 1 H V / I J O ° A ❑S W M \ 3 A M L 0 Gn Q 0 1 H OP P1 • 2 • 1 U <Uj e 1 11 - LAUNDRY - ' 2 J D " T E 0 GFI O H 1 DN U U TO 1 BATH $ TC 3 W PT HT PA A A A I W > 3 UP ENTRY B B OO UP I I I I HALL A ENTRY CL o - ---- -- MASTER CL A A T ---- - ----- ----- O MASTER BR 5 BEDROOM 2 Z., A S A BEDROOM 1 <'> O F JC -- - ? ccopygqnra I 1 I u.n Ws pc I I I u,mnans I I I All wpms Res asahvse T,nao .um•nt " ma afeo I 1 I W easpas ostfuh,atso mlft as anascff Is " BUILDING 1 — LOWER LEVEL ELECTRICAL PLAN — P=ho=rapPC "In.n I rot to M uaW. in canon w M I I pan .�moin m.tl n I I auumrvapm al PoaM L I Amok! EAVa,E M Grammey SCALE: 1 /4" = 1 —O" I I w Dewy Phan Date FLAG NOTES: BUILDING 1 asses ENTRY LEVEL ELECTRICAL PLAN Rev/1792 O SEE ELEVATIONS ON ARCHITECTURAL PLANS FOR MOUNTING HEIGHT. SCALE: 1 /4" = 1'-0" APPROVED © MOUNT SNATCH AND OUTLET IN COMMON BOX 'NTH SINGLE COVERPLATE, O SEE BATH SWITCHBANK DETAIL ON DETAILS SHEET. O SEE MASTER BATH SWITCHBANK DETAIL ON DETAILS SHEET. TOWN w T O W N : '. OF, v A I L O SEE TOILET ROOM SNTCHBANK DETAIL ON DETAILS SHEET. Sheet Number o O MOUNT N OR TELEPHONE OUTLET IN COMMON BARRIERED BOX NTH DUPLEX n � ` o RECEPTACLE. SEE DETAIL ON DETAILS SHEET. I - ......... MTE......:... ...... :.... ui O PROVIDE MULTI-GANG BOX AND COMMON COVER. - El O I I I � 1 I . I FLAG NOTES 0 MOUNT OUTLET HORIZONTAL 0 ARCHITECT TO FIELD LOCATE. I 0 SEE ELEVATIONS ON ARCHITECTURAL PLANS FOR MOUNTING HEIGHT. 1 I I O4 MOUNT TV OR TELEPHONE OUTLET IN COMMON BARRIERED BOX WITH 1 I DUPLEX RECEPTACLE. SEE DETAIL ON DETAILS SHEET. I I I I O MOUNT TELEPHONE AND DUPLEX OUTLETS IN COMMON HUBBLE FLOOR BOX MATH UFT-UP COVER. CATALOG /3SFB-SS I I ' © PROVIDE MULTI-GANG BOX AND COMMON COVER. I i I I I � I I I UTILITY PAD MOUNTED TRANSFORMER I � 120/240 VOLT 1 PHASE 3 WIRE 1 I I I I I 1 I I I I � I I 1 I FOR PLAN OF THIS 1 AREA - SEE ENTRY LEVEL PLAN AVAILABLE SHORT CIRCUIT CURRENT- 20,000 AMPS SYMMETRICAL I j 1 -1 /2• PVC 1 3 f1 N TO FR- 1 THW CU v BELOW M w — 1 0 200/2 �f O -- -- -- --- = 150 U w Q • - - 1 - -, - FRNR / !1 v 00 T C D V /g TO 8' COPPERCLAD O w J ii j GROUND ROD AND AVAILABLE SHORT CIRCUIT CURRENT- Q o U A A I I WATER SERVICE 7500 AMPS SYMMETRICAL / U I 3 #1 `J KITCHEN i k J 1 R L ) • I A i ® -- -- -J 1 # CU U L. > c 1 I I A 0 A 11 IL I P1 I I > 1 I i B / 4 i I O i C C ONE LINE DIAGRAM g LIVING ROOM i NO SCALE I I O I O B 2 i C -- ' - - - - - -- - -- - ----- -------�- - - - - - - - - - I I -. -- ROX- -- -- r - ---- A .p p ; O V i I .Y•_0• I VV I ' I ' TOWN OF VA1L lot I v Cu,.. fl.nrE_ wp 1 3, J , OO J c G PANEL SCHEDULE — P1 BUILDING 1 I - PANEL E: L ADCEN HASES: 1 A • 1 40 V PHASE A CONNECTED: 25514 W I MAIN BREAKER: NONE WIRES: 3 CONNECTED: 48083 W PHASE B CONNECTED: 22589 W """"'01 °� BUSui wpn. wai..° SIZE; 1 A MOUNTING: FL H I QEGfS - A P C P C P A M 0 K H K 0 M ^ ++ � ^ •^ ° LOAD TYPE AND DESCRIPTION P L T A T L P LOAD TYPE AND DESCRIPTION S E f1 S E S S E S a`irou�^oNi6e°m. ..ma^ a _ KITCHEN: SMALL APPLIANCE BRANCH K IP 1 A 2 2P M wro � v ` "ft KITCHEN: ALL APPLIANCE AN KT A 1 3 B M wa KITCHEN: UNIT M - 1 2 A- iP A 8 TV 2 A MI : UNIT -1 KITCHEN: UNIT - 50A 2P 7 B 8 TV TUA' MI C: I -1 KI EN: - A 1 P OA KITCHEN: UNIT W-1 BUILDING 1 - UPPER LEVEL ELECTRICAL PLAN KITCHEN: UNIT E- - A ,-- 1 , al : 1P 120A KITCHEN: UNI - 1 IS UNIT JC-1 REAKER OA 1P 1 A 14 , P 120A M H- H A : UNI H -1 - WER 8A Date H- HEA UNIT FR- , OA 1 1 , 8 IP OA M H- HAT: NI H -1 - A 4 SCALE: 1/4' = 1'-0' R R 15A JE 1 A j-0 1P 20A MECH- T: UNIT HT-1 - MA5FEIR BATH RevrMV./92 RECEPTACLE: GENERAL 15A 1P 19 B 120 1P 20A MECH- HAT: UNIT HT-, - TOILET RECEPTACLE: GENERAL 15A 1P 21 A 122 1P 15A RECEPTACLE: ER RECEPTA E: GENERAL 15A 1P B 4 IP 15A ECEPTACLE: GENERAL ECEPTACLE: GENERAL 15A 1P 25 A 126 IP 15A RECEPTACLE: GENERAL RECEPTACLE: GENERAL ISA 1P 27 B 28 1P 15A RECEPTACLE: GENERAL TA E: ERAL 1 A 1 29 A 30 1P 15A RECEPTACLE: GENERAL RECEPTACLE: GENERAL 1 FA 1P 1 B 32 1P 2 A MECH- HEAT: UNIT HU-1 (OPTIONAL ACE - - - — - - 33 A 3411 -- --- SPACE --- ACE - - - --- -- B 361 -- -- - SPACE --- A --- - -- -- A 381 -- 1--- ACE - - - A -- - --- -- B 4401 - - 1 --- A -- - I Sheet Number 0 0 U w � � E1 . 1