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O � � �, y � � w � � . � � � � � , L� � � lown df Vatt Cammunity � Develoament Plan Build tisa4th F�re � , � � � �� ��roved C� ' • , J r ,_ Qenied J �-= ; � �' � Va�id�ty of Permit M � �� � Sec 3G3 (c) 19 u �?-C % �;i� 'r�u�ncP or gra��torg nt a pecm;t ar app��val of !�Izns ane a� tt- � � N � r ��,��„ti;,al3prt, str.3N r�ot bE ranstrued to ba a �crmit f��r or an \ �'J � " ��,;rc,��l cf, any ����latia� af any of tn� ���v�s��ns of tf�i� codE � C O O c, uq any other ard�nance�of tho j:�r�stlicst�on Tf�a issu�nce oi � � �� c� , �p�:rr��it based u�an plans, spa�it�cat�or,s and otl�er data :�a� o � �,;,, �:�ravent the bu�lding off:c�al fra�n tn ci�cationsQandn othe '� � 00 ccrrec:lon ef errors in said plans, spe ' � � C � iata." f��r�: 1 r� G� ���� , fi � / �� - - TC?�rt1 caf V�� ` r � Y�� ��a . ������ �� � � � - �_ . _ __ ... i _ �r'' . . � i 135109 ✓ � � � • - — - — ° " - - � - T � I�DEX OF DRAWING� PROJEC SUMMARY` Type of Construction: Type V - non rated AO COV�R SIICCT Type of Occupancy: R3 Ai PROJCCT INrORMATION � � Approximate Square Footage: 1,625 Sq. Ft. Cl SIT�TOPOGRAPIIIC I'LAN - Gross Livable: Residence: 1,384 Sq. Ft. • Garage: 288 Sq. Ft. _._.__ _ .__ _�_ _ - _ _ - - - - - Unfinished Basement: 288 Sq. Ft. Li LANDSCAPC PLAN • - A2 ARCIII'I'CC'1'UItAL SI'CC PLAN - • A3 SIT� DC'1'AILS � - A4 GATC IIOUSE PLAN, CLCVA'I'IONS & SCCTION � DA�UNI RE{�ERENCE ' A5 rLOOR PLANS AND SCIICDULCS � . • Datum Elevation I00'-0" (100.0') equals A6 �X'1'CRIOR CLLVA'1'IONS " Actual Elevat�on 8,502'-0" (8,Sq2.0') A7 I3UILDING SCC'fIONS � A8 WALL SCCI'IONS & DC'I'AILS A9 ROOF I'LAN & D�'CAILS • A10 INTERIOR ELEVATtONS & FLOOR MAT'i CHANGES, • All DOOR ANU WINDOVV D�'1'AILS S1 FOUNDAI'ION 1'LAN & UC'1'AILS/GATC IIOUSC rOUNDA'1'ION & rRAMING PLANS S2 UI'PCR L�VCL & ROOF rRAMIN(� PLAN/ � MISCI:LLANLOUS DI;"1'AILS MC1 MCCIIANICAL & I?L�C'I'RICAL SI'1'C 1'LAN . M1 GI:NCI2AL NO'1'CS, SCIICDUL�S, AND UI'P�R AND LOVVCR L � �G MCCIiANICAL 1'LANS h M2 llC'I'AiLS AND SCIICDUL�S ' Cl G�NCI2AL N01'LS, FIX'TURL SCIILDUL�S ANU ONC LINI; DIAGI2AM . - , C2 UYI'CR AND LOWCR LLCC"1'RICAL PLANS AND I'AN�L SCIII:DULLS , — — • . ,' � _ . . . � � � Q � � o w � I-- � o _ _ ; C� � w �' MATE I�L AND SYn/IBOLS AB�REVIATIONS PR��ECT DII�ECT R � � R S . Q Y � � ' F l W � � � AI3V above FNU foundation PK park�ng � � � EARTH CONCRETE BLOCK AI� above`timshed tloor �3o furn�shed by others Pv1�tz' pavemcnc OWNER SBC Development Corporation � � � � � AP access panel FUR furred (�ng) PLAM plastic lam�nate 8220 St1te Ro�td 84, Sult� #300 r�.� � , e� PC acousucal �A gage, gauge PL plate Dav1e, Flocida 33324 � �'1'� O� bl� POROUS FILL � � , o � 4 . a STRUCTURAL CONCRETE �DD add�ndum Gv ga�van►zed °W piywood ' _ � O CeS ° • ADJ ad�acent GC aeneral contract (or) PT - pomt � � � � w ALT alternate GL glass, glaz�ng PSF pounds per square foot � - AI, alummum GYP I3U �rypsum board PST pounds per square inch ARCHITECI' ZChCen 1nd ASSOCI�tes, Inc. r 1 � �T� � METAL COMMON\FACE BRICK � ARCII archuect (ural) HUW hardware PL properry lme P. O. Box 1976 o u F'�"{ etS ' BASMT basement HDIZ header QT quarry hle Avon, Color�tdo 81620 �T� � ��"� � , I3RG be�r�ng � I�7'G he�jt�n�� IZ�F reCerence �, 303 949-�257 � w �+�+ METAL (SMALL SCALE ... i. i . i., STONE V��E� 13vL t�e�eted IIVnC heatin� e��til�tin� �� � }..� � STRUCTURAL & SHEET � y REFR rcfr�gerator O ) �rr bituminous �ir cond R� re�nforce (d), (�nt) � � �_ � � BLK block II"f he�;ht REQD required PLYWOOD BLKG blocking , IIC hollow core RES resilicnt STRUCfURAL Monroe �nd Ne�vell Engineers, InC. O BOT bottom III�4 hoilow mctal IZ�V rev�s�on (d), (mg) P. O. Box 1597 � � � _ BLDG bu�ld�na IIOR horizohtal RII nght hand Avon, Colorttdo 81620 � CPT c��rpet (ed) IIWH hot �ti�ater heater R nser (�03) 949-7763 � U WOOD FINISHED ' CShiT casement INCL �nclude (d), (ion) R&S roci and shelf � t (c) calk(�ng) caulk(mg) ID ms�de d�ametcr RD roof dra�n � '+"' CLG ceihng I13C ►nstalled by convacror RPG rooting � � WOOD ROUGH CT ceram�c c��c II3o �nscaued t,y rn�ner ItM room MECHANICAL Beaudin Gan�e Consulting Enginecrs, Inc. � r � _.., � CLR clear (anec) INS insulate (d), (�on) RO rough opemng ELECTRICAL P. O Box 39 � �'� � COL column IN7' intcnor I2/S rough s��wn V�111, Coloi�do 81658 BLOCKING �ONC concrete 7C �an�tor's closet (S) sealant (exterior) (303) 949-610S � CI�1U concretc masonry umt KIT kuchcn SHTG sheathmg i CONST construct�on LAM lammatc (d) SM shect mctal � - � CONT continuous LAV lavatory SIM sunilar INSULATION (BATT� GiT control Jo�nt LII �ef� hand sC sa�d core LANDSCAPE Matthews and Associates Landscaping, Inc. � c��a c�r��� L length s ��n P. O. Box 35G7 Cvs'1' custom • L'r IIahI sI'�C specificauon (s) Vail, Colorado S1058 �"� INSULATION (RIGID) DTL dcta�l L'I7. ►mtcl s� syuare (303) 949-5077 DIM dm�ens�on LVtt louver STD standard � , I DR door T4II manholc STL stcel DRYWALL — `���IDf� �I�bl(��'r10�'g DWG drawmo T1PR manufacturc (er) SD storm drain , DF dnnkmD Countain 1�t0 masonry opcning S1'R structural GEOTECHNiCAL KocchleiP Consultln� Eng�neers Y � E east ]�1TL material T�L tcicphone 12354 W. Al�tmedn P�rkway M � �LEC ciectnc (al) AinX ma�imum 'tV tcicwsion � Suitc 130 � �"' O 1�)�-0�� r�' �L cicvaUon (s) A4rCII mcchamc(al) '111R threshold ' �' ELEVATION SYMBOL ( pODi2 S`rN(F,�L � Lakewood, Colorado 80228 N �.'- rLEV elevator hiC medicmc cabmct i'.�G tongue and groove .�, . �03 989-1223 m c EQ equal MDiI3 membrane 1'SL top of slab �- � - - � � O O EXII cxhaust 1�1�"T � mctal "TS"T top of steci � � • )WG � � �XG existina M meter (s) T'W top of wall _ � � �HT# A2.1 SECTION INDICATIONS O �I�f j0{,-�. 5`�h+'�(3G��• EXT earenor MM milhmeter(s) TI3 towel bar ro '"""""' � � � � FOC face of concrctc I�4IN mimmum Tlt transom x�y �t�': ;';.'}`� r-�,'� �,,�wrkt ,a� �} .; Yr � � C � FOF face of finish � 1�411t mirror T tread gF'F,��. ;„:,� �';u;g ;' _3 t�` s� R ,� :" '� � � , „� ;� � � I'OA4 facc of masonry M[SC misccllaneous TYP typ�c��l `' '� _� �s °�, �°��,;� ,�";� j ,y' ' ' ' �^ F�=-.'a i�w F O S face o f s tu ds I�t U L L mu l hon V B vapor barrier � • , � DETAIL INDiCATIONS bETAIL II•IbIGf�T'Ip►.1, riN finish (cd) rvn�r „���urz� v�irr �cr►��ai `� � � � �; ;4 y_ � ° � � , • � . rr• fn�shed tloor cicvanon NIZ no�sc rcducuon VCI' vin�l composrtion - l M� �,��� � ��i s�~� ��� Z r�� �, E � , I'E firc catmguishcr NO1�1 nomin�� VVC �vater closct � ' 3 "�'�= = t���a, FDC trc dcpartmcnt conncction N north �VP watcr proo6na . • ' ' PIIC fire hose conncction NIC not tn contract WWF �vclded w��re fabnc � F�C fire extin�uisher cabmet N"1�S not to scale W wcst �'�1'._._..._. ..�-�� - ' . ..�•:•� . . ��' � • DETAIL INDICATIONS �L,E✓A"j"loi� INb�C�T1D1� FPL r,rcpiacc� ot�G opcn,na �v w�a�n,���ae � -- �---` �= �b (��_ , • I�1' fircproc�rng,spraycd OPP opposne "WDW w�ndow ' ' • � FLG tlashino OI'II o��site hand WO wrthout , ' � . � � FLR floor (�ns) OI I ovcnc�ad WD ���ax1 •�•• � � PD I•loor dram (P) paint or stain � - I'IG foonn� Pft p.nr ' , i , , � , - .- � t , / , ` C � _ ` � V . , � � Q � � " • - ' � o . „� ___ � � -C-� - o . r � W � - . , � � � .� ' � � W � W � � � � SPRADD � � � 'F � � v - - ` � �E / � � � � . . �REEK _ � � W p Q #�. � � , R � � WU � 4 , , 38 00 ' �qD � . _ _ - Cso� - � � � � � � w`� - S ��°p , „ , 1=31°44'03" ; �i [--� � � . , o ,� , - -- 0 43 E - R=125.00 ' W � o SCALE: 1 = 10' - o �z2•32 S � L=69.23 � � � , DAT� OF SURVEY: 7/22/93 T=35.53 ! Q 3 � 1 Q ��°p _O 1 ' LC=68.35 ; � E.,, _ � � LOT 1 � . C6=S 61°09'42" - E � �7.� � ' NOTE THIS AREA IS CURRENTLY UNDER HEAVY ROAD ' , U w � � CONSTRUCTION THE ELEVATION CONTOURS SHOWN HEREON T� ` I � WILL NOT NECESSARLY RESEMBLE THE FINAL CONTOURS ^ ' ; �L{ U ' AFTER CONSTRUCTION IS COMPLEfED " � l � � H t � o o ��_ _ ___.__.._�._ _._.._..._w_ ,�_ � N ' � , z 3 8 � TRACT E , � oo . � � � 0 N � � � O I N 880� 6�29a c _ �CJ7.20 � " co � TEST HOLE � � G � � 4 0 5' � . _ iu � � � � . DECIDUOUS TREE �� � , I � u� 0 � N r • � BUILDING Z � ENVELOPE , , S _ ' �tSo >>, ' \ ' �}�- • St ja 849� � , � . , �, � � (/��' - - =�o'.4 n I �� ` .�� V ,, ,— '�.���5.o d � � � . _ s�� ` GE OF TEMPORARY CONSTRUCTION ROAD �� I � � � , I � . _ , � , - TRACT C � � - , 47,279 Sq Ft - I ' 85.27' Z Z _ 3 8'� � 60 - v � �n = -�v � � - d I � I � � I � . - ISLOPE MAINTENANCE & � -- I ACCESS E4SEMENT �� —� ---_._ �_ —� - �_ �_ � Y - - ' _� �� N� --�� . I � -�_ -�_ --�_ - - 20' ' I - �_ �_ �_ -- _� I � � Q �' SLOPE MAIN ENAN�E �_ . EASEMENT -� � . , __� � N , I - � _ � / I , o � � ' ( . - N 84 �2 47' yV _ 338 � e�,,���,� � �-�., �A.{� �,��,�„F �, :�..� �-.�� •8� I r�',, g •' ' ' '� � � � �-�'� a � � � : �, c� �:, �,: � t < < RADD 9 S� I ' ` � �a�R• fi � 4 � �` ♦ �� � � ��, � q S `c � � �Y ,� 1,'fl }�...r 1� �.f� .'�'d'i 3 ;.� x C. REEK R ' f Oqp �50, � , _ SURVEYOR'S CERTIFICATE � � � �� I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of ' LY._.__ _...�.._.����------------------------a"���- _ the State of Colorado, do hereby certify that this topographic survey ,was _ m de b me and under m su ervision, and that the survey. �is,accUra�e,and - • - � ?� , Q Y Y P , , . � correct to the best of my knowledge. • , -- � � ~,�,. �,�'• _ • ; ' � '• _ � �''- , ` , ' I Date:�-''-�3----- — _� _ .�"s��=--� Stan Hogfeldt - = `� �' �, � -� a , T__ �_ __ Colorado P.LS. 2�59,�, ° � ' �4J'. M1°t•� " � ����- .. TOPOGRAPHIC SURVEY _ .�, . `��y�t,'1(� � ?y:u' ,,`���, • -��.��,.,.����� A PART OF TRACT� C � _ . ' � y fi NQTICE. • According to Colorado �aW you m�st commence any legal a�t�on based PROPOSED SECON D AM EN DM EN T � , upon any defect in this survey within three years after you first SPRADDLE CREEK ESTATES - ° discover such c�efect. In no event, may any action based upon any _ defect in this survey be commenced more than ten years from the TOWN OF VAIL EAGLE COUNTY, COLORADO // 41199 HIGHWAY 6 & 24, EAGLE-VAIL date of the certification shown hereon. ' , P.o. BOX 1230 � � �oB No. 1996 , EDWARDS, CO 81632 LEONARDO 8/5/93 303)949-1406 , _ � � _ ) I 1�s10Y � ' M, � � � �� . �,....�.. � i ,�:�w` G.��,y ' `+�''....„ i � � . .��, � 4 "�'�� ,�:"."`�.y�� � � l , * • _ `, � • �- , , • d� • \ a , , . � � . , � � � { � s < i � , � Y �� Y, n ` � � R / + � ' � � � � X � , i _ t.., r .�n,n � " \ � �(i�� ��� �� /���� � . i� ` r ' f - ' � ~ � � , . �,. { ' , F r � ' �) �`6' �I- �- �A 1 , ��� 4 ; � s � Nf��''�a� ; = '_ . ° ` ,` • �. r � , � g� � � _ �. - ' � ', (6) � .. � � - .� �. �� . s � ----- � � ��\� < <'` � _ . _ � � . * � � , - - s _ _ _ �z� Z;,`� �pl�u�-Pt� . .MY� _ . . . . e • r ' - . . „ , ` � �, ` ; � r , , , PLANT SCHEDULE ' ' '`� , ` - . - ,, 8 , �y�� � ' , � • ( � • ( � o, • � � ,• � A� � ` \� . ` \\\, � , ,'��� �� { Y f ` ���`�t'JT r� Qty Size Common Name Botanic Name - , . � �,� �� � � � , f ' ' � f • - ------ ������`�I�^JUN I� 3 14' Colorado Spruce P�cea pungens ' c 4 • _ � 3 12' Colorado Spruce Rcea pungens f `, ,�+� � . 5 10' ColoradoSproce Piceapungens , rT�V te , //,,\ ,I� �� � 5 8' Colorado Spnce Picea pungens � � ' „�' ' ��� �� �h� 2 -�' �3� y "5 ���TT�-�� I�uM' , .� , ,� , �� � �I�L _ 5 2 1/2" RadiantCrabapple Malus'RadianN � � _ _�` � 1 21/2" Snowdnft Crabapple Malus 'Snowdnft' , ° ; " � �° . � . 6 24"-30" Mugo Hne P�nus mugo � � 4 ` �' ' / 10 5 gallon Tammy Jumper Jumperus sabma ` , � �W W�f � ��'� � � �, ` ` ,'��� ' � 18 4" - 5' Cistena Plum Prunus x cistena � � # ' �,, " �� � 4 \ \ � �� _ � � 14 3' - 4' Common Lilac Synnga vulgans . � ,x �, _ C�� ,,,�,� `�� 8 5' - 6' Gmnala Maple Acer gmnala - . - J5 4' -5' Serv�ceberry Amelanch�er canadensis � �� �� p� > � i��+�* � --- ^ - - — - �� �''_�' �� � I � 7 5 gallon Cholkeberryant Arorua lm lanocama � i�i�i ; �� , • �i) 2� �'�,Ip 23 5 gallon PotenUlla'Gold Drop'Potentilla fruticosa'Gold Drop' ,;� ' _ � '" � 13 5 gallon Rose Rosa rugosa � � � � �3� #� ��� �.1.��r a .. � � ° , , ��,�"""'� � ` C.�� �,/ n�,��__ ___ _ _. , � - \ --- - _ — 600 sqft Flopers/GrouYcjcovers , � � t . b I�� Lu ine,Dais Astilbe,Hosta,K�nmcic�nmck,Sweet �' � : �� � Woodruff,etc) ; � � - � I - I - � \ \ • � � •• `, _ � � a � � Q N �\ � � � � \ 14,000 sqft Native Seed � ' 1 f ,I �, + � ` � 1,100 s ft Sod , ! } tl � ' �° �_—`� �,— •• �� ———--—— — — ———— — � _ ^; �--:-- _ -------� ,. 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I '� a � — — ` \ ` � - - - - - -- - ��� � � � ^ r �� � — � _ _ 1 Aspen trees should be staked&guyed upon mstallat�on �--- -- —'1 // �-� - -- � - - -- � 1 2 Tree and Shrub locat�ons are to be field staken for approval by tl�e Owner or the 1 � 1 Landscape Arch�tect pr�or to mstallatron � 1 � 1 � / l 1 — _ _ 3 All d�sturbed areas are to be reseeded with a native grass nux � / \ � � — '� �— 4 All PlanGng beds are to be defined w�th a ���"J / � _ -- __ .-- -- — — — --�- — ` �" , — . � � — — — — — — — — — — � — — — — � — — —— � � �`� �� 5 All planting beds to re�eive cedar mulch,3 thick,/� �r�`;� y � F;� �'�, '�±, .� *'"� ',� � 4�1 � -� "� � 1 6 Landscape contractor to install an automati im�r�gy��n�to�Yl�pla���s,��;r} �1' �� ���� � `'� "� � / --_ ___._ � -- _ �_— —" '�—�J _„��--� f and disturbed sod areas �� � � � __ — ——� r_ — � � C� r �.. �.. � '� �� .�\ i—�� f � � � 7 Ground cover gpacing►g S bii CCi1tCf, � r* �' � _ _ —— — — —— —— —— — —— —— — ._ _ — �._ � _„_��-- -- --- -- --- .--_. -.�.. ._. � .____ _-�-_ �"' �. ��'�,� g`�`� � �� "� � � N _ __ � � � � �:� �F� � � �-� � � m � t� � -- -- - -- --- - - -- - - - _._--- - --� — 8, f�erennial flower spacing ts l�i"dn center � � � � � '"'— , 9,Pl�lttt qU�tltlflc5 9yt11hoItC�II�HI1c1Wlt Ot1(�I�1 l�tltC fiCCCCt�Ct1CC OVl'C WtIllCil '�� ' � d �. _--- U�Itl1�1C9 ��/.�-9' � t � � -�(-�-� � ' „� � � +� V! ..._ _ � � ������` - �� � �-—� �� ��r f� �. 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W/ X 4'-O" GLUE • • � � BLOGKING AND AND NAIL AT ; 61RDSMOLlTH 1 1/2° BAGKSPAN 2E: 1/S� 4" GONGRETE SLAO � { SHIMS F02 RE: 1/SZ �/ POLYP. F�ER � � MP.XIMUM CA2AGE SLOPE � i � ' , � � , � � �V��.�.�,� i i . . � '_'�`\\ . : � i ' , � � . • • ' '� ` - � ' — • � � � IIII � � � �- •• � I a' - , • I ,�,�f(I( � . 8X8 GEDAR gXg PCZEFAB TRUSS I.J/ ' ; FL002 JOISTS FL002 JOISTS CEDAR SOLID BLOCKING / 2E: PLAN W/ BLOGKWG RE: PLAN � � EXTE2102 / f • W/ SOLIDJBLOCKING • • SHEATHING RE: PLAN � .. ' � ZX4 T2EATED PLATE 2X8 JOISTS AT ��G T I O 1 I � ' �� �1/ 1/?' �M ANGHOR BOLTS � 1�' O.G. W/ A35 � AT 4-O O.G. � GL�S TO GEDA2 BEAM P�LOGKING � , � � , ��4° = r-o ---___� �',-- l��� , i / � • � s��TIoN � EXTE2102 S�GTIo� � . � SHEATHING �� S�GTIC�1`I � S�GTIOI`I 1 ' �� I 3/4" = 1'-O 3/4° = 1'-O ■ _ �_ � _ �_ I (2)-SIMPSON ST�2Z4 3/4 1 O 3/4 1 O � ,I S 1/2"p M.L.S ABOVE r', �L,��G�t �?�� � . � (2)-3/4" � X 1B° � • i I 2X8 AT 1�° I.J/ THRU-BOLTS 2E: 1/S2 , INVE2TED U SIMPSON ?35 , • ' HANGER AND AT EAGH SIDE i� � " BLOGKING OF S 1/2" M.L. � ' � � . 8 X 8 GEDA2 : - _ P O ST .�,(�m � � /,,� '� j (Z)-1 �/4' X 6 1/Z° - �� � � � � � / MIGRO-LAM BEAMS � D< .� �/ ` � EAGH SIDE _ _� � /�� -- - - - - - - - - ; �X10 GEDA2 � ' � � / % !o v`'�'-�1.., � , ���� E2Tt�a u i i � ' PLATE 1/4° X 4" X � -�"�N�ER 2E:RPLAN JOISTS , PREFAB. /��' REGESSED W/ (4)-3/4" � ' (2)-1/2' � THRU-BOLTS T2USS EXTE2102 THRIJ-BOLTS REGESS SHEATHING � REGESS AND PLUca HOLES AND PLL1G - - AND 2" d� WASHE2S � __!�— _ TJI I.J/ ;� C�n�y KIGKER 6LOGKING � OO ----- - , � (Z)-�/4" � X 18° ZX I� RIP EAGH � THRU-BOLTS SIDE - GLUE ; i ' � O FU� E3AI G SPAN � 2E: PLAN SII"�'SON A'�S EACH FO� GONN. 8 X ��GEDA2 SIDE OF S 1/2' M.L. FL002 JOISTS • RE: P�aN � T I �I���+-� ��G� �AI�I � I� �� AIi�- CONCRETE WP.LL . � , � �_ , � T S��TIoN � S��T��N 4 S�GTIO1`I 2 ; __� �/4 -- 1 --..� 3/4' = 1'-O 3/4" = 1'-O �/4° = 1'-O ; � • NOTES: - � --- .- ..._._�.-. _--_.°- - - 4 � S2 - i. ALL HEADERS (�)-2 X 10 U.O.N. �'�� CGI,�'i�� �'�� �-�1� �1�� Z. ALL GOLUMNS ('�)-Z X �o U.O.N. , � � 3. 2E: A2GH. F021 ROOF SLOPES AND BEA2ING Z s � HEIGHTS. f>e, l�t�U. �"> ��I`'�a%'�1.. �r..�1'1'`.� - - �� 10 �C-n;r�.. _ ��.-- L���x � �.11 Z->/, �'�'`�` p � ; - - - - � �� ,�,� ���k� � ��'`�, 4. 200F SHEATHING 6/8 (40/20 SPAN RATING). STAGGER • I ` PANEL END JOINTS AND FASTEN WITH 10d NAILS AT �" MAXIMUM � . � LINE OF �`�r Z LrJG. AT EDGES AND 12° MAXIMUM OTHER SUPPORTS. �� Q :� ' I � � ; �t I I DECK S. ALL HANGEI2S U TYPE U.O.N. w � ^ � ' I � I ��� I O I i � S2 �. PROVIDE WALL STUD 6ELOW ALL PfzEFAB. 200F T2USSES. �--. � � ; � 3 T J ���,/+ �/� f' �J ( V � � �, � � � 3�'4-a ^ '��O / ��I��Y�..i r M'+�'��H�"� G��r6.r r'�f �C'�� � � � -�-, � � � � - L-�-r � Ti� �i�. SZ g_ r� �-r� ��. E���-� �� � �, W T , � G�� h � �- � � _ :� � � � � �i- � ;'� ��'oH �14- Tv �� T'S1 � .... � �,, � � � � � C� �'1{� � La- �„� �.+„� Q � ' LINE OF ' 3�`1��': M�--- ^ � l T.O. SLAO �p�c ,� LOW 200F � � '�/� � � � � , ��==j'Jz r��. w �-' � � 12'-4= � w O O CI) FL002 � � 11 7/8° TJI/1S AT STEP CoK �Z r� � O � � � ,�� o.c. w,(2)_Zx,o ' I � '`' _ , AT 1�' O.G. - NP.IL �P � � � T � � 11 7/8" TJI/1S � AM7 GLUE AT FULL �W L � I „ X V �.�I �-� , , AT 1�° O.G. �� BAGKSPAN �O `�2 ? , ��. ��� „� � � � � ' � 2 X 8 __�._ • rT1 ( T � , `n� AT 24' � `'_`� � 1-� N �-�+ Qr ... C N STlJ6 (3)-ZX8 W �` � �, � �, ' Cn�12 GOLUMN AT STONE J � �j` � � = , , (2)-2 X 12 Z X 8 `r � , 8 0 � � I � . AT 12 O.G. AT 24" �` Q r ' L , QO � SZ � � �r�T�� . + y. W � . , . Z 2. X F3 AT pc'�r� �/ �/ � � � Z Cpx �� e° AT STONE / �� � �' `� `� RIDGE LINE � ' (�1)- I I 1/c}" 1�1,L. a � ;,, ► (3)-2X� (�i�Li°��-a� � � � '~ � � ��I`'� � LJAD 6EARING WALL � t, � , STAI2 �,x�� AT STONE � �., LOAD BEA2ING WALL 1�2b'r�. �j�{� �L�}.� ° ,�I.1, FL�"�. S�.-�aT:. � " °�_ � � TOP OF I�I ����� ��� T2lJSS A AT � N �"� 2��} - SHEATHING S 24' O.G. Y � �oL�T7 - - - �o'-o" sz � C2)-2 x �2 � �� � � , n,, � _ � � 11 7/8" TJI/is � \ � tG"{ e< ��t�� �' -} -� � " AT 1<0° O.G. AT Z12°C .G. 8 �Pvv �� �/2� I�lr�� _ �r /� _ � � �' L n� N M � dJ � s2 G•� � -y� ' � `f rf `' p� p _ c., FL002 T.O. SLAB O � � �_. x + �v fiLl� �� � � � � � � � � STEP a� �ZX g C ?j-Z�{ �t� 12'-O" d TOP OF �.vt, - � � �� �� � � � � �� � .N 3 D ' SHEATHING (�)- i�," M.L. � ; �_ ' � s� i�;��n � ,� '� v op � / n 1 - ���Y � tw'' ,� �� 4• '7 � � {. q'-t0 1 Z° �-;1 �Z Y'��. �X i2_ 2xS�'2�• 2x&�24" �x i� �.� � " ''� � � �"�.;,. �:: ��� �:,: ��:�' p � � M I � W F Jh'r ���"i�� � 0 � , 0 � ' Wr..q�,,,' +�� ,,,.,� r a X �J T,�� ' �Ac��!����ep�r�� �,i `�.�' !� �rf'"'� a i�.. � 1 1 � " � , ' � SZ S2 � °� 7 � ' ,, - ' , ' S2 LINE OF EDGE � , . ; `., ,. � - ,y �j�/p� .y Q� 200F ('�1 T ' V G/�O ^ L. i_...�......_.�_..�._.....-.�"""""""'.�.�_.. ..__..""".LJr• 1 � �_� �1 � . � � � }' � � Zx8 - ' � �( AT 24" AT 24" X --- ' �, N q� � � � �-�-� . , , � o�UMN . .� .� ..' , , � �, �, �.�� � , �� ,� � � � �. �.- � �/ � �..- � i�- A �"1 I 1''�I� -- �... A 1�I 8 x ,.� � ; �. D O � � �. ,�, I"i I �''I C� �' �.-. A 1�I . ��x 1/4° � 1'-D" � ���,� _ ��_C�" � �a� (_ _.� rt� _ �._,�__.______.__ ��._ ___��__ _.___�.__�_ _ _ , � ..� < +.. _.� -"',. . '�. ,_ ' . .- w4'-."^°. ...,. ..� . _... ..�.��..�..... ..,,«e..�..... .w. .. . - �_ �- _ ,�-/ '.. -� ., �s +�mG... _ """'llsa'� — .� ___...�+'�"-��� _� ""-. ' r, _ , ' . , � - � 135109 r - f • - - _ GENERAL NOTES � , � • ' ' 1. The Architect's site plan (sheet A2) is based �n a fopographic survey dated August 5;1993 � . prepared by Eagle Valley Surveymg, Inc., 41199 Highway 6 & 24, Eagle-Vail, P.O. Box 1230, � ' Edwards, CO �s1632 (303) 949-1406. � 2. The contractor shall coordinate all site work,utility cor.nections,curb cuts,�nal grading adjacent ` �PGE oF ►ST<. to the right-of-way, and all construction in the right-of way with civil engineering documents for � , I�TE�•►"�'L SYS'T'� the Spraddle Creek Subdivision, Vail, Colorado, prepared by R.B.D. Inc. Engineering , �E:G IL Consultants, 953 S. Frontage Road West, Suite 202, Vail, Cotorado 81657 (303)476-6340. 3. The Contractor shall comply with all requirements of the soils and geotechnical report as - � prepared by Koechlein Consulting Engineers,12354 W.Alameda Pkwy,Suite 130,Lakewood,CO • 80228 (303)989-1223. Contractor to notify the Civil Engineer immediately if ground water is , • encountered. . _ 4. Zehren and Associates, Inc. assumes no responsibility for infotmation contained in documents , ' prepared by ethers for this pro�ect or related projects including, but not limited to, civi( � � engineering ar,�i surveying work, Cnal location of pfoposed utilities, or Cnal horizontal and 51 TE RETbll.l� j.J/��-�• P� eIYIL �t•�►GS, a��- oF ST�+4-►� Ptiv�ftS �ER SNoW ME.t�.'T SrYSTEM � , � vertical control of construction in the right-9f-way of the proposed Spraddle Creek Road. � � � � 5 Q� - � �3 eo'� 5. The contractor shall obtain all permits, as may be required, and coordinate all subgrade utility �J'ol•lE LIC,1-�T F��1�11(�. � � . service, installation, and tie in's with the proper utility companies. • F''t,.e1.1'i`fPo� 3 Ea, PI.aIJtING �d 6 The contractor is notified that prior to his obtaining a framing inspection by ihe Building • � Department, an Improvement Location CertiCcate Survey(ILC)must be submitted as described � y� � � , �� � °� � in the Town of Vail, Colorado DRB Application form Contractor to confirm all Jurisdictional � \ \ \ \� �t; ,r-' ��r ; � ��� ��Ii � I�I� I� �� � � - requirements, induding Town of Vail and Spraddle Creek Arch�tectural Control Committee. � \ , oC f , � � ,� '�` 1 O O � �S �?�E I�V-- RAOI I f'�141"f" �'vf� � , � �� � � �� \ � t _ , CtJ.f�l'S CsUT1'Px t I P�i G�v'��"" 7 Contractor shall coordinate all shallow utility installations (gas, phone,'electric) with the !\ yT'IPI'ELil�l�• II.IDIc.��.*� 4 � \ �'�"��.}pJ„�SE � � � �C.4" 2�/� appropriate utility companies F Y Y �� \ \ E�CTC..µt o� c.�`eRC�- 3 � S�� �1:uo. a4 � . � Col►le, Gu�V'�G�J'f�-.R S The contractor shall be required to restore all disturbed areas whicH are affected by his work to � fi ,*„ �p�� ��S preconstruction cond�tion, or according to proposed Landscape plans. � � \ \ `� P l.al�l'rl l�i� �' I �'L/�1t I N C� � FF�,gr,�� 9. Refer to mech:inical drawings for all utilities within 5 feet of the buildings and all utilities inside � � the building. \ � \\ct�� cu-�- \ ' I \ i �� � I � I I � II Y ; F'E(� cI�I��-- �� ID� ��� d•ro � �8 � 4 35 12 10. Sewer service�hall have a minimum cover of 5'-6". Provide sewer cleanout with location to be i ` - i \�p� oF �O- I 2'1• � \ I yl o ��I,o II �i. U veriCed by Architect. ; �Y �I p,�,vµ�P,���µ;\,,� ��' � 3 $O � 11. Water service shall have minimum cover of 7 feet. � s��¢ I � `.�bN�• ,`�cPF�:�S/l.►CoNr �II �� �'I Q V �l�%� : � I, � �cl�oF PRo(°osEl� �l � i �l i i C u t�� v �N T�,�S�c T In N i F I X 1'i 1 1 Z E. f�t� 1 2. Wa ter service is copper. Re fer to Mec hanica l for size. � �2,55 V�F • � '� � W I-rH w�ai i � • � ' � J�---o�,� . � � � �� � Z I 13. Maintain 10 feet separat�on between the water and sewer pipes. , �� ` .� � PL��tT�l.�� ��n ° , � ____ ^ _ � t� _ — _ �� ��°,— , -+ p � ' 14. Verify all existing and proposed pipe invert elevations prior to construction. � . P" ^ _- -- � ' 8-24 �I C.I-� �T'G�E P, • , � ° � --- � � I Iµ�ET� - -/ = � � �.�,5�•�� �3¢�STkP o , i (, � e,g= t , -- �p�b 15. Proposcd gradcs shown arc finish gradc - top of sod, asphalt, etc. ti , ' ' � � -- — -RT-s�R'�� 6- � � , ,� —8�8- //4i _ g - � . � o � � �',� �K��.� -�--t—� I �2 � I — �'�,� + — � , ; �_��___ --— - T-- � � 85�c� � � I � , gs i 4 � \ � - ,, ,.� ' . � � - � � t�,�vH Eia �l.�l u�. � ,_ � J' , \��` �'l --� - — I I 11'r�1 �s �-- ' I _ - � I 8 -}- �' �1"�'���J�'�C • — — —f��� ` -_ 1� ._ Np ��4 � ' � 4'+�i� r�.�r�, — — —= — — �� � .,��r —I — -- ---�--� s� �c� , _ .... � ,d,._ .�------� -=�' � i ' �e�p�!� / � � _.....-,�. ————— i�F I LY� E1��/. 863c.�� a-,��. ._ ._ y' _ &r.,c�- — "� � • , . _ _ _ � _ - ��. � ___..�-� ` Z , � _�,- -��._,,,__.__ ° .." G , . — -- — — � � I ✓,. •,.�-----�� � -- O I g5� ' / / �'V°. 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' / ` � — -- — — — -------- — ^ _ \ � �2.Pos�.� f�tR�p, f � ,� / �\ -- � � � — --- -._ -� - - - - - - -- - - — M .F tfj `� � �. �. � . � �� ` 'p --- � �� � �r �_ ��� � ��`� --------- --"__ - ---- -- -- ----_.-- ---- - --_����-.� .�. �"'_� -- - --- �'�a4Co5 � . � � � O � � �--- - -- ,��� � � c� M i -- ��� ' ` � � � � �� � — — �� —-- --— — _. _ ' ` ..— �, r,�� �;��.� ����.,� �-.., � � P� �.� c oMi ` -- — ---- ,— _ j q , , ��_ �� _ ,__ --- _ p ', � �'D ''�`� E. , � � � ��� ��— .� -� _� � �- � � — — � — ��O tt, ''''� �9t� i`� �n `�ii �� �`,i r i�Ec.r7 E , �-�_ -�. _ .���� � �_ t�— � � _ R � i ��� `�I�� � . � . . � —� . � _-- �-- SITE PLAN �� � �' �` � � - __ � �"���"'_�' 1'"� � i� ` � � , r rt� � �.. � � � �— ���_10' - �� ` � _ — —.— — — ;�'�, , . —_ _ __ _ _— ————— _ � � — — �Y.._.�._....,.,_..�!���._._---------------D,a�r�-���.:�-�� � . . . � � � � � . / � • � . ' , �- � - \\ � � -� ` � � �_ � ��' _ � � . " . .. ' \� �. �� .____ --�_� __ �� � ^_— � � � — 1 ' , • • ' • . �� � . � t � , ` ._ �seeeo ' ; : • , , . . . • ' X 5/8" GYP. BD. ON � . EX"ERIOR STONE VENEER / ,�� 2X6 WOOD STUDS � - � ' ' , i � 4" CONCRETE SLAB OVER 4" �.�S-F-��� � / GRANULAR FILL OVER 6 MIL , COYCRE�F' UNIT PAVERS �5T'Q� . / VAPOR BARRIER , '�,Jt7 �F,�70N 5"_ CONCRETE ' � �, , ' SV8 W/#4 BARS AT TOP OF SLAB � ; 12" o.c EACH WAY Z � � , � � � , SEE SITE PLAN - - . � ' u G � G.' , � �l � . � � �� i i� �� � ' � ' � 1 _ � ' ' , �---COMPACTED SUBGRADE � � 1/2" EXP. JOINT MATERIAL � ` • �' " ' � ' PER SOILS REPORT � " � ALL EDGES OF PAVEfS AT . CONCRETE CURB SECfION `� G � �� ' • _ ° - • � HI6HWAY BASE COURSE � � • � PER CIVIL OVER COMPAtTED tr • • ' SUBGRADE PER SOILS f�PORT U� ° ` ; G • � AND CIVIL REQUIREMENIS—� ��� _ �'} � y � � � ' CONCRETE CURB SECTIW � � ' � PER CIVIL. PROVIDE -' ' i CONCRETE AS REQUIREG ��- . • ' , ARCHITECTURAL COLORD � � J �� _ 2 RIGID PERIMETER ' SEE SITE PLAN. ' � INSULATION ALL AROUND � I -- p a ' � READ OOTING F _ � � , � . � i �' WALL PER STRUCTURE � • i - � • ' ; PROVIDE NOMINAL 5" STONE VENEER, AS , REINFORCED 12" CMU � • �� � � SPECIFlED AND WHERE SHOWN ON THE SITE ' , STONE VENEER.TEXTEND � ` '� � � � ' PLAN, TO THE EXPOSED FACE OF THE , � ' EXISTIN� GEOGRID RETENTION SYSTEM. CMU 70 TOP OF SPREAD � STONE VENEER SHALL BE SECURELY ATTACHED FOOTING ; TO THE GEOGRID SYSTEM IN A MANNER - � APPROVED IN WRITING BY THE CIVIL ENGINEER • AND THE MANUFACTURER OF THE SUBSTRATE ' RETENTION SYSTEM (GEOGRID). ' �� � R �- - SECTION AT GATEHOUSE/CURB TRANSITION , - �; SCALE: 1"=1'-0" VF--j�l� `^�I GIVIL G--��I�-tr%�(2-- ' ` �: I ` %� ' , ,; , , ' , ' j; _ - , � GEOGRID RETEN710N �; � � SYSTEM (EXISTING)� �; ' , j; ' NOM?�� 50M��� . ; �' � �; STONE ' 2'-0" N 3" THICK CUT • � %� VENEER - - �� STONE CAP ABOVE %: °j ,n z _ �5 1/2" NOM. %; � � _ ------- STONE VENEER � ' _ � '•, -• • .,..,,...,. .. PROVIDE CONDUIT ' %; � / /�� ; I ' �� . �/ ' � E ECTRICAL P� - /� � , r � . � %% � ; GATE HINGE ANCHOR PLATE. � �% o � ; ' � SEE HINGE DETAIL BY DESIGN � i j% � � ' BUI L D GA T E M A N U F A C T U R E R /; N I ; � I , � � � � � � ' � ; 4X 16X 1/4" GV. STL. P LATE � %: 4'-0" , � HINGE ANCHOR W/2 #5 %; PIANTING AREA, SEE • ' � BARS BY 16" WELDED. SET j; LANDSCAPE PLAN _ � �"��"���"������'�• �'• � IN CMU CORES GROUTED FULL. � .Q � /-+� �' T � " a �� - - � • �-------------� � ( � - , i %'•. CURB ` ''o � ' CMU INFlLL AS REQ.'D ' �� � rr1 � �n z ' REINFORCE W/1 #5 � ` � ASPHALT OR UNIT BAR EA. CORE AND � � - Q ;1 � PAVERS PER SITE GROUT SOLID. � L, O , " P� � _ � �, ; . STO N E �PY LO N P LA N � � w - - � �� � SCAIE: 1/2"=1'-0" �/i"''21�� �ZUG �i' �F Ca'�`-� ' � � � � . , , �?si N. �/��u�.TU�- r�-�u�-�, � �,' W � � � � a , , ' , �. 'v r � r� c� � ; � STONE VENEER APPLICATION ON . ��� �� �� � O � � � , . E X I S T I N G R E T E N S I 0 N S Y S T E M LIGHT FIXTURE BY DESIGP g _ � , w -- , l BUILD MANUFACTURER � , , 1 � PROVIDE �600.00 FOR ^,^ - � SCALE: 1/2"=1'-0" ' EACH OF FlVE (5) � � �' � •^+ ; FlXTURES �- � " IRON GATE (2 EACH) PER , ' DESIGN BUILD GATE MANUFACTURER. ` [j] � � , SEE ELECTRICAL FOR ELECTRONIC • ^ �+-+ � . ' CONTROL EQUIPMENT REQUIREMENTS. � � O = 3" THICK CUT � � � �-+ ; , STONE CAP . - - - - , A . - � O 4 � L�. �` �' � , � F--ARCHITECTURAL COLORED � � � . " � ' CONCRETE EDGE. SEE PROVIDE 3 E4 FREE '� � CURB SECTION S� P� STANDING PYLONS THIS� � ♦.+ � BEYOND PER • CONTRACT. SEE SITE j� ' � � � A -: � CIVIL ARCHITECTURAL COLORED CONCREfE PLAN FOR LOCATION—2! � CURB ENDS HERE •� � ` • � . STONE WALL SEE SITE _ Q �I -� _ � _ _ _ , �� � ` 8" ' PAVER FlELD- SEE SITE PLAN RELATIVET 0 S TE PLAN�ON � � � . � ASPHALT PAVING � t� � .� v� PER CIVIL N ���� LOOSE LAID CONCREfE UNIT ' + - � P A V E R S O N S A N D B E D jj � � � HYDRONIC SNOWMELT SYSTEM IN � -tt � � + � 2" MAX. SAND BED. SEE 5 1/2" NOM. ` � - . ,., , „_, . . ELECTRICAL DRAWINGS FOR STONE VENEER �� '`'LI-'' ^L 'r ZONING OF SNOWMELT SYSTEM PROVIDE CONDUIT AND � II � NO 5 REBAR CONT � � ' ' FILTER FABRIC CONTINUOUS J-BOX PER ELECTRICAL ` TOP AND BOTfOM OF - y-------- UNDER SAND 8ED � II , CONCRETE EDGE STRIP � r � � . �i - U � , �" `M � - � � I ..? -� � � � � _ _ _ _ ,�_ . ... __ _ _ . ' ___ _ �_.. __ _ _.__ _ � . - _ � , 5" CONCREfE SLAB ON � � �� I � r 3 1/2" DIA. WEEP HOLES AT 48" o.c. I II � I , w sN C � COMPACTED BASE COURSE _____ LOCATED AT EAST END DOWNSLOPE r--1 -II----� I--� _ �` / PER CIVIL. SLAB TO OF PAVED AREA. FILL /PEA GRAV L RECENE REINF. #4 BARS i._______��___� F_� y C �j AT12" o.c. EA. WAY �� � � � 3p I I ' =____-_______�� I I �I �_� � � � � ' 1 , ' y�`4, , •� ✓ •� � ' w • • • • ` � �,,.� hr �� t�� , , . . �' ' ` + ��� ��� �� � � �,k��� � �..0 �°"'Y'� r ��• � t DETAIL SECTION THRU CONCRETE ELE��T[�N �T EN�RY GATE �` � � � � � , , SCALE: 1/2��_1'-0" , �a�3 j� �� � 1� ��,��T' � � �,.,.. • , ' � _ T , -� .� -� �:�:���-� � EDGE STRIP IN STREE . ' , SCALE: 1 1/2"=1'-0" V�=�Z� �,.��GI�L t';.1,l�,..i�..�r-_E� ,a � . ' . , J � o,►'"/4 1� �� �,, . . ' . __ _ � . . .. � � BY----- .__._.._..-- �- ' . '. ': . � _ � � , ' ��'`,- ` J , ' _ _ . .�' , � ' 158889 p � _ I � 1 - � � • � � � ' � i . � i � • � , , � �I q - I . - , .. � • � � ' � rf'�•�'C '. � . 12 12 W000 SHAKE SHINGLE ROOF r �8 . 8� OVER 2 LAYERS 15# FELT , ! � BOARD AND BATTEN SIDING ON 2X8 WOOD J015'T�SOOD , � / SEE TYPICAI NOTES ON 6/A8 , ' PER STRUCTURAL � I � � � , , - i I 8X8TYP.) CONTINUOUS WOOD BEAM (TYP.)(PTD.) SEE DET'AIL � 5' ' 6"' 10" ' i - TOP OF PIATE � ELEV.=9'-5 1/4" , � � . � R ' 3X5 WOOD � ' I ` � � �i� (�o.) '" � '� ' ' (�)(�•) . ' 2X8 CONTINUOUS TRIM 1'-0" 8" ;; ; � � (IYP.) � •• LIGHT FIXTURE BY DESIGN • i BUILD MANUFACTURER 2 EA. � 2X1! CEDAR CORNER 2X8 WOOD ON GATEHOUSE). PROVI E � - ' CONDUIT AND W.P. J-BOX • � P D. ��M �P�� PER ELECTRICAL DRAWINGS � , 2X6 C�DAR TRIM (PTD ) • . � 3" THICK CUT � � � � � 1 X6 T&G WOOD STONE CAP SIDING (TYP.)(PTD.) 1X4 CEDAR TRIM ' 2x12 TRIM • V�/14--4t"-?'�v✓ S�LL tZ,p Fl)ED GLAZING � IP AS REQ.'D Ta� o'� S"�'oi-1� C.�� 1 X4 TRIM � . ___ , o • I I � � oo _ � O � 5 1/2" NOM. STONE � ° VENEER ON CMU .. � � � i I • �' � ` � I �n , I � • 1 � � I � p � � a I ��-u�T�r�� i i "_ i Qu �i�t�, � � 0 I TOP OF CURB - � � � � ' PER CML DRAWINGS I I � � I I � I � � TOP OF SLAB } I I °� I I � I I � ELEV.=O'-0" I I I I I I I I I I I I I I � ' I I I I I I I � � � � � � � � � I I I I I I I I I I 1 I I i a I I i I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 4 I I � �I I I I �-�.'�U�1�'1 of-I� I I j I I I I I I I I I I I I I �Z' I I � I I I � � I I I I � - � i i i i � �TIZUC�Ti-I�i— ��G� � i i i i i i i i � � i i i i � ' � i i i t � � � � i i i i � i � � i i i i i i i i i � � � I I I I �J �� I I I I �J � I I I I � � � � I I I I � � � � I I I i � � I I I I � � I I I I � � I I I I � � � I I I I � I � � I I I I � � � � I I I I � � I I i 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 I � � I � I I I I � . � I I I 1 � I I I I I I 1 L___J L___ J L___J y L___J L_� _�___ __ __��__ J L-__J L___.l L__- J L__-J , r--------t--- r- �-- r-------�--- � � � �---r-------T– -�– , � � � � � � � � i � � � � i � � i � � — � i i , � i � � � � i , , i i , L_________�___�___�L_________J L__._�_�___L_-___L___L__�____1___._1�-_____J��_______J L_________1____�___L_--______J � � i . EAST ELEVATION SOUTH ELEVATION WEST ELEVATION _ . � SCALE: 1/2"=1'-0'�_ ��_01�� -SCALE• 1/2"=1'-0" SCALE: 1/2"=1'-0" , ' - - - 1-�i.b. �2 , 7'-6" (PER CIVIL DRAWINGS) . 3X8 RAFTERS �8 \ " (0/0 CURB) �' . - -- _- AT 24" o.c. � , „ ' �t -�-�I,o� T'o CGIJC'�'i'�l,�G�lcN EQ � OPENING EQ (*) PRIOR TO CONSTRUCTION OF GATEHOUSE � � 'L�' ; �-- � �•!/�A�r.7�c,.���� , F N SH ROAD ELEV T N9 N ALL FOUµDATIONS �� � ' ��-+ , � �-�"T"�Z U G��.�1..F�-t G�l-h.'�E�. S H A L L B E A R A M I N I M U M O F 4 8" B E L O W � ' Q ° / (+)8510.5 FlNISH ELEVATIONS OF ROAD ADJACENT TO �{ � ; STONE TO THE GATEHOUSE � TOP OF PLATE , SILL . � � ELEV=9'-5 1/4" - _� f � A _ � - � V \ _ � � f� � ��. , ,� I I I I I I �, - � � rTl VEN� , � I I I I I I ----- 21 ---- "� o ` � W � � � < � i WINDOW HEAD -r- I I I I I I � 'n � z � . � ELEV.-8'-0" F-�-------- -�-------�--� � 1 �� � � - � . I \ I � � - � I WE OF I G� I f f _ � � � O � ; SURf�CE MOUNTED I � StONE SILL � , LIGHI FlXTURE - � � �F-F: C-�-�L.�v��t � I I i � � , � � W , � I I I - � ,,� � — .. 3/4" PLYWD. ''� i I I � � � � rT1 ,,,,, COUNTER N � � CMU INFILL AS REQUIR[D � � F.�.� � • � ' W/P—LAM � � � �REINFORCE WITH 2 #5 �ARS � � '� � C� ►,, , • ON ALL EXPOSED � � � EA. CORE AND GROUT SOUD. � � TOP OF SLAB I r—, �-, - I I I T ELEV. 8511.17(s) I SURFACES 2 % � � , PROVIDE #5 DOWELS EA. _ _ � � � O : . A 8 _ _ CORE 8X24 L UP FROh � — — � � � CONCREfE FOOTING � • r� • o � � � � •%���'• '����; � � � V � , S I M � � � . GAT� HINGE SEE DETAII BY � ,� \ � � � � DESIGN BUILD GATE :� � � � ; � � � MANUFACTURER � % ' - - � � � I � I . : I o � o � � , , . I � t 4X 10X 1/4" STL. P LATE ' ` r l � TELEPHONE � I S� SL� I I ' I M � ° � v � � HINGE ANCHOR W/2 #5 BARS 2 R E: E L E C T R I C A L P L 4 N � � 8.1 2 8.1 2 { B Y 1 6" W E L D E D. S E T N � ; ; I ^ . �-+ CMU CORES GROUTED NLL. � . . � � � h+� V ' � ,..,.,. ...,,. � � Rf A 8 : B A S E B O A R D H E A T E R . � I I � — -- � . �"'' � S I M R E: E L E C T R I C A L P L A N E L E V I T I O N A T T O P O F "� � � 5 � 5 � � ' � STOrE PAVING VARIES. I I � a ' � SEE:IVIL DRAWINGS � � A4 � � A4 �4 � :,, �; . � TOP OF SLAB � � ' � O O � N ' � C� • • �� _ � � LINE 0,- COUNTER � � ELEV.=O —0 � ` � � STONEBASE I I oo } . AT TOF OF I I I - � j � CURB il'YP.) I - f M � r �,� ! �� � � � � � � ; O � I I LNE OF � � � I I ' ONE SILL � v STANDARD 6" CONCRETE F-T------- ---'----T-� �TIP) I I ' iT� � � CURB SECTION PER CIVIL � � i I I I � �� , SEE SITE PLAN FOR EXTENT I I I I I I - ---- ---- ---- ---- - � OF COLORED CONCREfE I 1 I I I I ' � in o � ',�� ? CURB. COLOR PER '' Z � � � ARCHITECT. STONE I � O � pO 12x12x8 CMU FROM � : � - , � 'v� 3 03 TOP OF FOOTING TO NORTH EQ, EQ �� +- > -� 0 � TOP OF CURB. �� � � L , OPENING ' � � � � • 15 1/2" 4'-11" 15 1/2" NORTH ' . . - NOM. (0/0 STUDS) NOM. � � .� R00 F' P LAN �, - R 4 � . � � ; � scAtF: ,�„=,�—o�� ��; �� �'�' '� � � � :r.�::.:. ' . � � ���� � .� �� BUILDING SECTION e� �� � � - �� � SCALE: „2��-,�—o�� � GAT E H 0 U S E F LO 0 R P LA N . �:�:�.:��: � � � a � - y , SCALE. 1/2��_1'-0" � ,����"-,�� ��� � �" t . . �� . .:...: . .. ,� � . , . . . . . . , ���L.�=--- � '��l'� ���I-� , __.-- ---- - F�Y---------------------- � �, - , 135109 r I -- � f . ` • " � . � FINISH SCHEDULE , ' D04R SCHEDULE , W[NDOW SCHEDULE . No NnI� I'LOOR I3AS� wNST wnLis CCQ.ING CoMMI?NTS NO TYPE SIZC HCAD JAMB THRESHOLD RATIN� HARDWARE COMMCNTS 7YP� MANUF. NO. R.O. SIZC IICAD JAMI3 SILG COMMCN"I'S ' ' r . � 1 roycr sionc-goul scc 1x4 wc�od -Pid Cea�r rail +29" Gyp. Bd.Pt'd Gyp. I3d. Pt'd 1 WD/SC Custom 3'-0"x6'8"x13/a" 9/All 8/Al l 7/A8 2 o[vcc Wood la4 wood-Ptd Chau rad +29^ Gyp_I3d_Pt'd Gyp. I3ci. Pt'd • 2 WD Louverd I'R 1'-6"�6'S"x 6/All sim 6/All sim � 2436 2'-5'/z" x 3'-53/a" 3�/S�1� 2�/�I� l�A�� , . 3 Powdcr Room Wood lx4 wooci -Ptd Gyp. Bd. Pt d Gyp. 13d. Pt d Epooq�paint all surfaocs • - � � 3 WD I-IC 2'-6"x6'-8"x13/a 6/All 6/All . I 2424 2'-5'/z" x 2'-53/a" 3 S/2 1 4 � - 4 I.Mi1g ltoom CafpCt 1 lx4 wOOd -Pid Gyp.I3d. Pl'd Gyp. I3d. P['d C 2436 CC2 ��-10'/z x 3'-53/a" 3 2. 1 ' 4 WU SC 3'-0"x6'-8"x13/a 6/A11 G/All 5 Dining Room Carpct 1 lz4 wood-Ptd Gyp. Bd.Pt'd C'ryp. Bd. PCd ,-. D � 2454 2'-5�/z x 4'-113I4� 3 2 1 • ' S WD ' ,°��o"K-��-p�' 10/All Overhead sectional door � 3054 CC2 5 10/z x 4 3 2 Sim 1 G KtlChCn RcsiliCII[Shce[ 4"Rcs�CnY Gyp.Bd. 1't'd Gyp.13d.Pl'd - - , 1 ,_ , � 6 'fFH 7282-rA 3'-0"x6'-10"x13/o" 9/All sim 8/All sim 4/A8 Pella in-swing French Door lis�,d^i � , 7 Garagc Sca�cd co�c. Gyp.13d.T+B Gyp. 13d.T+13 7 1'rII 7282-rA 3'-0"x6'-10"x13/4" 91A11 sim S/All sim 7/AS�It�( Pella in-swing rrench Door � NOT USCD 8 I�all/Staus Catpct 1 lx4 wood-Ptd Gyp. I3d. Pt'd Gyp. 13d. PYd • �_ „ �. „ 8 VVI) Bifold PR 1 9 xG S x 6IA11 sim 6/All sim G 'CrII 7282-Ar 5'-113/a" x 6'-10" 3 Sim 2 Sim 'fempered 9 Iaundry Rcx�l�cnl shcct 4"Res�l�cnt Gyp. Bd.Pt'd Gyp. 13d. Pt'd �„� 9 WD HC 2'-G"x6'-8"x13/a" 6/All . 6/All ' � � 242222 TD 2'-5'/a" x 4'-23/a' 3 Sim 2 Sim 1 Sim ' l0 I3ath Carpct 1 lx4 wood- Ptd Gyp.13d. Pt'd Gyp. I3d.'Pt'd Epc�ay�at aIi surfaocs 10 WD�-IC 2'-6"a6'-$"x13/a" 6/A11 6/A11 �_ i �� �. �� �• � , p y 1 Fixed 2 9/a x 4 23/a 3 Sim 2 Sim 1 Sim I�xed 11 VVI) HC PR 1'-6"x6'-8"x13/a" 6/A11 6/All - � 11 I3ath ltcs�(icnt shcct 4" Rcsihcnt Tile 2-72"I� Gyp. I3d_Pt'd Gyp. I3d. Pt'd �pcn�y Ereint all surfaas • ��d 12 WD HC 2'-G"x6'-8"x13/s' 6/All 6/AI1 r . 12 I3cciroom #2 Carpct 2 lu4 wooci -I'td Gyp. Bd.Pt'd Gyp. Bd. Pt'd 13 WU IIC 2'-0"x6'-8"x13/a' 6/All G/All 13 Bcdroom #i Carpct 2 lx4 wooci-Ptd Gyp. I3d. Pt'd Gyp. 13d. Pt'd 3 14 VVD HC 2'-6"x6'-8"xl/a" 6/All 6/A11 , � 14 Mcchamcai Sealcd conc. Nonc Gyp. I3d.T+B Gyp.Bd.T+B ' 15 WD I3ifold PR 3'-0"x6'-8"x 6/Al1 sim 6/All sim > 15 Workshop Scalcd conc. Nonc Gyp.Bd.T+B Gyp. Bd.T+I3 ' 16 1T�i 7282-rA 3-0"'x6'-10"x13/a" 9/All sim 8/All sim 7/A8 Sit�t Petla in-swing French Door • � � 17 WD SC 2'-6"x6'-8"x13/a" 6/All 6/All 45 mi�t . 18 WU SC 3'-0"x6'-8"x13/a" 6/All 6/All 19 WD SC Custom PR 3'-0"x6'-10" � 20 WU HC 2'-6"x6'-8"x13/e" 6/All 6/All 21 WD/SC �ustom 2'-6"x8'-4"x13/a" Gatehouse � �r° �21_0�� ���� ' �.o�� � 21.�11 �q,�� �o�) ,�-' .L�.o pj��g�l o, 16-4 � - - , ��,c'o � II�• (o�� •��.pl) � ,� ,, �i_�� II� �� 14� , 11_�,� . ���� ' � 1/A� T���a3� 3/A�1 � 1/A�1 3/A�1 - - ��t . , _ ,� � ------ --- ���°� � . - - - - fi � � D�� 4S° � � ---- --- - ----— _ � C� ��� I _�-rC�� /t�,r = __ _ _ — � -("o '% PA I p `" � � - D� CK o �� oP`� �� -� �� AS - --- -- - --- - - - ---- - - T-- ---r - ---- ----- -- ---r . o - - � . 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NO. R.O. SIZC IiCAD JAMI3 SILL COMMCNTS ' _ l Poycr Stonc-grouj sct lx4 wood -Ptd Cha�r r�il +29" Gyp. 13d. Pt'd Gyp. 13d Pt'd 1 WD/SC CustOm 3'-0"X6'8"X13/a" 9/All 8/A11 7/A8 , 2 Oflicc Wood ix4 wood- I'td Cha�r rad +29" Gyp.I3d. Pt'd Gyp.}3d. Pt'd - 2 VVD Louverd PR 1'-6"a6'8"x 6/A11 sim 6/All sim A 2436 2'-5'/z" x 3'-53/a" 3�/S�1� 2I�( A�� , 3 Pcnvdcr Room Wood 1�c4 wa�d-Ptd Gyp. I3d. Pt'd Gyp. I3d.Pt'd ��xy paint au surtaocs 3 WD IIC 2'•6"a6'-8"a13/a 6/All G/A11 I3 2a24 2'-5'/z" x 2'-53/a" 3 5J2 1/4 4 Imng lioom Carpct 1 1z4 wood-Ptd Gy+p 13d. P['d Gyp. I3d. PYd 5 llinmg Room Carpct 1 lx4 wood-Ptd Gyp. I3d.Pt'd Gyp. 13d. Pt'd � �'�'D SC 3'-0"�6'-8"x13/a G/All 6/A11 C 2436 CC2 4'-10'/x x 3'-53/a" 3 2 1 D 245-� 2'-5'/: x 4'-113/a" 3 2 1 G IGtchcn Rcs�Lcnl shcct 4"12csi�cnt Gyp,I3d. Pt'd Gyp 13d. Pt'd 5 WD � �°��K��-O�� 10/All Overhead sectional door • D0`"� G 1'rIl 7282-rA 3'-0"a6'-10"x13/a" 9/All sim 8/All sim 4/A8 I'ella in-swin rrench Door � 3054 CC2 5'-10�/z x 4'- 3 2 Sim 1 � 113/a � 7 Garagc Scalcd conc. Gyp. I3d.7'+B Gyp. 13d.T+13 7 1'�II 7232-1�A 3'-0"aG'-10"x13/a" 9/A11 sim 8/A11 sim 7/A8�li�i Pella in-swing rrench Door 8 I Iatl/3tairs t 1 Ix4 wooci - Ptd G I3d. Pt'd G 13d. Pt'd � m- m- s VVD 13ifo[d PR 1'-9"xG'-8"x G/All sim 6/All sim r N '1' USCD � 9 Iaundry Itcsihcnt shcct 4"IZesi6cnt Gyp. Bd.Pl'd Gyp. I3d. Pt'd covcd 9 WD IIC 2'-G"x6'-S"x13/a" G/All G/All l TrII 7282-Ar 5'-113/a" x G-10" 3 Sim 2 Sim '1'empered . X 242222 �l�n 2�-51�4� X ��-23�4� 3 Sim 2 Slitl 1 51111 10 I3ath (',arpct 1 lx4 wood-Ptd Gyp. Bd.Pl'd Gyp. t3d. Pt'd �poxy paic�t a11 sur[accs 10 Wi) I�C 2'-G'a6'-8"x13/a' G/A11 6/A11 • Y Fixed 2'-9%a" x 4'-23/a" 3 Sim 2 Sim 1 Sim rixed 11 WD IIC I'R 1'-G"a6'-8"x13/s" G/A11 G/A11 � 11 I3ath Rcsi�cnt shect 4" IZcsihcnt Tdc 2-72"lI Gyp. 13ci. Pt'd Gyp. 13d. Pt'd rExnry pamt a(1 surfaccs Cd"� 12 WD IIC 2'-G"aG'-8"xl3/s" G/A11 G/A11 • �2 I3cdroom #2 carpcc 2 lx4 wooci-Ptd cyp. �3d�. rra cyp. r,a. Pc�a 13 �vU IIC 2�-0"xG�-8"xi3�8" G/Aii G/Aii 13 I3cdroom#1 Carpct 2 ix4 wood-P�d Gyp. Bd. Pt'd Gyp. 13d. Pt'd I4 VVI) IIC 2'-6"xG'-8"x13/e" G/A11 G/A11 14 Mcct�aaical Scalcd oonc. Nonc Gyp. I3ci.'I'+13 Gyp. 13d.T+I3 � 15 «'D I3ifold PR 3'-0"xG'-8"x G/A11 sim G/All sim � 15 Workshop Scalcd co�c. Nonc Gyp. I3d.T+I3 Gyp. 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(TYP) PAINT. 3x8 WD TRIM � SHIM AS , PAINT PER SPEC • . � • REQ'D SHIM AS REQ'D(TYP) ! k ., � # SEALANT AND �� • � � _ TY P . i N T E R I 0 R D 0 0 R J A M B SHIM AS BACKER ROD � . � (HEAD SIMILAR) _ (NP) REQ'D(TYP) � 9 HEAD , � � '� 3��-,�-o�� 6 H EA D � - - 3��-,�-o�� 3 H E A D - . - ' ' 3"=1'-0�� RE: MFG. � STOP NP MOLD • , RIPPED 2x10 - � WO TR1M _ ` - 2x6 WD • • � TRIM SHIM AS � REQ'D � � _ ` 3x6 WD ' � TRIM ' SEALANT AND , BACKER ROD '— � — ---- (TYP) ! -- � STONE — SILL � , � -- �� � _ LAG BOLT AS - A� REQ.'D PER MFG. --- — 1x4 WD ' I , � FACE OF STONE TRIM(NP) 2X6 WD �� � VENEER BELOW TRIM (PTD.) , . 2x6 WD � � '� , . � , - : TRIM � 2X6 (PTD.) SEALANT AND � , � � '� � I LOCATION OF SHUTTER AT- BACKER ROD � , � RS i � � WOOD SIDING CONDITION (n'P) i"` ` � � ��� o � � � ; � � { , � ..... ` ` � a �� — — — — NP � �� � ` � � ; ' � EDGE OF STONE ' NONOPERABLE ! _ _ _ . WOOD SHUTTERS SILL BELOW � � � �+ , ; 1 1 GARAG E D00 R JAM B HEAD SIMIIAR PER ELEVATIONS � �_ � � , 3„=,.-o�� 8 JAMB � 2 JAMB �?y� � o � f _ . _ 3"=1'—0" 1�/t � � ; - 5 JAM B �� �, � t � w � � � � o o � � 3"=1'-0" ' � + , � � � w � , � � r , ; - - � �t� � � �- �~ ; , � � � f � � � � SHIM AS � � - `�y � � SHIM AS REQ'D(NP) � � � � REQ'D(TYP) �� � � ' �� � . . � � i I ' � F 1 ' � � � [�� � � - } ____ WD SILL �S� � ^ ° � ', ' (S) PAINT PER ' ' • � SPEC. RND . �,, .�,., � _ EDGES(lYP)� — CONT. COPPER • - � �, V � � COPPER ' -- FLASHING � � � ` FLG. 300 � � , � 3" THICK STONE CAP � - -- ; PER SPECIFICATIONS � ,�r � • 2x6 WD � � - TRIM . . � • l ! ' 5/8" GYP BD � � � - PRIME & PAINT - l f - •� ; 6" NOM � 1 1/2" �ONE � ;+� � m NOTE: TYPICAL ALL DOORS� & WINDOWS 'N � � CLAD CASEMENT WINDOWS & DOORS PER "� C - C�0 � SPEC , CONFIRM R.O. W/ O C Q . 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EXPOSURE _ ,80 MPH - , , B �2�_� � � � � � � 80LTS AT 4 O � ' � , , E. �ARTHOUAKE , . 20NE 1 ' , � ° 't�%���i' � � , a�0�'�4 Op�!!e b►o' - -#6 • • :- ,,�... • �4) � i � �. LIV�LOAOS ARE REDUCED PER COD�IF'APPtICABLE. ' � � Z�� 1� - ,- , < < ; GONGRETE SLA6 (� . . r 2. �f! NOATIONS _ � .' � ON GRP.DE I�T/ " �'r/� � �1 D` � , , O• ��t , � . , � _ - _ � , . s , , � A � MAX�MUM SOtL DEStGN PRESSUHE � - �dppp pg�� � ' ' � _ � � k �. CONTRACTOii TO FQCLOW ALt RECOMMENDAtlONS�N SOIIS AEPpRT � . . � � � _ � �' � � , . , , _ - ' ` - -� . 8Y KOECHI.EiN CONSUk.71NCi ENGiNEERS QATED JULY��t993. 8 X 8 , � o , ' , - � GEDA12 . � GEDA2 4' — _. ._ : .+.. - 3. � - - - - = - - � � � � R. ALL FOOTINGi BEAHINf3 ELEVATIQNS SHQWN AR£1C5SUMEQ.fl�ACt BE/IRtNCi� Y '• � � � + ELEVATIONS SHAtL B�VERIFIEQ IN Tli@ FfELb WfTl�i ACTUAL CONDIT1qNS�Y ,, � f ' . , � '•�'0��.•i � ', „ CONTRAC70R WITH APPROVAIOF S�711,S ENG►NEEffi ANO Att BOTTOM OF ' r =•"'4 Op��o�•C►o�'i . � • ' • , � .. ' �• . ''' • ' � s. . d ...••p. • • O'Q o o • • _��) FLOOR JOISTS ,• � ► 4•• 2E: PLRN � ° , � � , QQTINGS SHAL4$E A MtNfMUbt OF 48-BEIOW EXTERIOR GRAOE � � + � — � � � O�,o:b;.. ,o:bA=�:Qo�•� =11I � =1II � C ALI.FOC9FINGS ARE TO 8E PLACED flN FlRAA,UNDISTUR8EI5,1JATUFiAt,SOtI' ',' ' , _ _ � . _ o • � ' � OR PROPEHLY COMPACT�D BACKFlLL,APPROVED BY THE SOILS ENGINEEF3� ` �� _ #S AT Z4r H021ZONTAL k � -� BACKFi(.L SHALL 8E CQMPAC'fED TO 959G(MINIMUM)9TANpARQ pAOCTpp_- ' � - - � � � . ' � DENSITY Utdff.ESB OTHERWIS�AECOMIiAENOE�tN TH�SOILS FiEf�RT,iF SOFT i� � =IIII _I'I + . � ; � ` SPdY3 ARE ENCOUN?ERED R�MOV�SOIL AND RECOMPACT WITH APpROyED ° RE. PLAN = ' � � , , ' Fl�t,. (RE SOIL AEPOR7 FOR DESCRIPTICIN(OF BEARING SOILj ' ' • ` (2)—�S =��� � � D DO NOT PLACE BACKFiIt AGAINST BASEMENT WALL$UNTK,8ASE6�ENT ' FCdOR AND FIRSr FL�OR ARE IN pt,ACE � ,. .• � k E CENTER ALL FbOTINGS UNDER WALLS OR COLUMNS lINES UNLfSS OTHEflWiS� � , ' • � � #S AT 12' � LINE OF S�G T i O N 4 ' #4 AT 24' VE2TICAL • • VERTIGAL � p - , - N�FED ON PLANS � E�GE OF � i F NO71FY SOIL9 ENGINEER Wl-tEN EXCAVATION 1S COMPLET£D SO THAT CONDI- N 'N ' � � � �' TIONS MAY BE INSPECTED PRIOR TO PU10EMENT OF IiNY fltl OR CONCRETE - ROOF 3/4' � T�-O � . • �3 CONGIiCTE� - � �' t' ' • � Q Q ` O RE: PLAN � ' � . � � #4 AT 32r O,G. � ` `�' ' if N 1.CAST-�N i'LAC[GONCRETE SIiAIL E3E MlIDE W1TH TYPE 1 POqTIAND � � CI M!HI,y IpNI.ACCI ILGl1!L/1NU Si fALL ULYLlO('�600 PSI COM('RESSJVE � Q � d ' , '' VERTICAL , ` ' � �-__� ,, _�u3k,�r��.int�s t�►vs�-s��s�t���st�t�tt���ES �r��'� ` �° ; _ � W � � . �5 AT 1Gr � . _,, � _ <_SIfiAlLPfl411f0E0VYNER W1mLETiER WDICATiNGCOS'�AE�I�j. _ , , _ ,�' ___� � Z HORIZONTAL � . - - �r ruu�o,F g�o . � � � _ � � � � � . � L q � � • � �,' 8 . CONTRACtOR MAY P�t1q SlABS-ON-GRADE CO1VTiNU0U5 AND SAWCUT JOINTS ' � \ � � , ? JOfHT$SHAIk BE SPACED 1S FEET AND SAWCUT 1•DEEP X 1/8'WIDE W11NIN ' � � � � SZ � � � � � O ' • . � >12 H(?UpS AFTER POUAING CAARY ALL SLAB REINFORCEMENT THROUGItJOINT +� • � ` `�,-� , - � ' ` ' � � X � ' °or s0••�o��;..,9��.d,ab.�..• ' ' i � + C: StJ16S,?OFPiNG,FOOTlNt3S,BEAMS ANO WALCS SHALI NOT HAVE JOIN7S IN 3�4� CLR. � a , A HQii120NTAl PLANE ANY STOP IN CONCRETE WORK MU5T BE MADE AT THIRD d1 � � d1 `Z,�� - . POINT OF SPAN WITH YEq`fICAt.BULKHEADS AND HOR12pNTAL SHEAR KEY9 ' � ---#5 AT Z�F� X N • i' � ' �. UNL�SS OTHEAWISE SHOWN J4L1 CONSTRUCTION JOINTS SHALL 8E AS . r � � REs PLAN � , ' DETAlLEO OR AS R�VIEWEQ BY TNE ENGINEER � -- . � __ � . , - �� — � , � _ RE: �/Si � � ^ ° . , SLA�—ON—CRADE `. . � - 4 D AL.�.CONGRETE WqRK AND REINFORCE�AEN7 DETAILING SHALI 9E IN .� T I V 1`I 2 � � ACCdRQANCE WiTH ACi BUILDINCi COOE 318-83 UNLESS NOTEb OTHERWISER B: P L P.N �` ` + ALt EXPOSED ECiGES OF CONCRETE WpRK SHAIt HAVE 3/4 INCH CHAMFER , � i U S E S T A N D A R D H O O K S�H D O W E L S U N L E S S Q T H E R W I S E N O T E D �/4� a '��D ' � K 9 tNF�R- �,1 NT• , • , � . . ti. � � � � .r � � � � � � 2�� ��T.�-�1�% � � � � - ���� . ,•.ia�o���! �9p9�!�bo'!� 4 •p ;A. ALL iiEINF�RCINQ SHAEL BE HIGH STRENGTH DEFOHMEO BARS CONFORMINO TO ' ,. R � . AS7M GRApE 615,GRADE 60 EXCEPT TtES,STl1iRUPS AND PLA7E ANCHORS WHICH ' � l 1� I� � q_� ���T - ' � , + _SH�1 L.L BE DEf QRM E D B A R S,A S T M D E S I G N A 7 I O N A 6 1 5,G R A D E 4 0. �j � 7�'r ' �a Ka�°�����9 pp�`aed o�: . . . � , . , ���� � � O , � � s ' 8 NfELDED WIRE FABRIC SHALL CONFORM TO ASTbt A185 ANp SHALL BE LAPPEQ (2,-� '- � ^ � • �,+� k � ` ONE FULL MESH AT 51DE AND END SPLICES AND WIREO TOGETHER = ' � • °- � � C - POI.YPROPYLENE FJBER REtNFORCMG SHALL HAVE FIBER LENGTN COORDIN- � � . QE: Z�S� • ' i � - AtE WlTH AGGREGATE S12E AS PBR MANUFACTURER'S RECOMMENOA710N5 � � ' s '' #�I' AT Z�F� X � , • • d ' ' � AMOWNF OF FIB�RS SHALI BE A MINIMUM OF t S IBSNflD�OF CONCaETE OR '�' :.. � , QE: PLAN � t , " THE AMOUNT RECOMMENAED BY TNE MANUFACTURER WHICH EVER 1S GREq,TER � � : � ' � � .` . ' ' a c,d,saFasa�r,s U. ' REINFORCEMEhTPR07E�,T10N • _ e�,e ��j�' ����` t " t 1. CONCREtE�OURED AdAINST FAR?H � � ' � � �� y�� ,, � ' 2. COIVCRETE POUfiED 1N FOAAAS(EXPOSED TO WEATHER OR�AR'M) 2' ' � . S�G-1--�O N � , , �4 �, y $ „��/�� ro, 12E� 2/Si 3/4' = P�O ��� � �� ��c�`:�. � � Y ' E NO SPLtCEB OF RE�W�ORCEMEN7$HALL BE MADE EXCEPT AS DETAlLEO OR . � ^ � � � � � � � ' 9 p � � ` AU?HOR12El�8Y THE STRUCTUHAt ENGINEEq LAP SPUCES,WHERE PERMJi7ED, � ! ' .� � NOTESs �,� r,; ��; ! ' '' SHAtI¢E A MINIMUM OF 38 BAR DIAMETERS UNLESS OTHERWISE NOTEQ MAKE ' . i; _�Z 1 Q J A •• O'• .• y � ' � � ALLBXRSCONTINUOUSAROUNdCOfiNERS ` ' � � ' � , �p� �o,�o � o,�,o, � Q s b � 1. ( ) A�ICATES TOP OF FOOTtJG ELEVATION. �° " d y � �i " , �'F PLACE TWO t5(PER 9'7NICKNESS)W17`h 2'-0 PROJECTtON AAOUND ALL (3�-#S =III � ' 4 ' . OPENING5IN CONCRETE WALLS.SIABS,/WD BEAMS ALSO PROVIDE TWO � ` a ` � � ' , t►S X 4 DI " . . _ • . " G ' � �� � �« - 2. L ] M�ICATES TOP OF GONGRETE WALL ELEVATION. °°��;�,,� , 6�.., �° '-0 AGONALLY AT EACN CbRNER. cIII �Z��'� ��tt` 2 3. FOOTNG ELEVATIONS SHOt•�J ARE h1AX1"�MS AND MAY,NEED TO a�'e���"�°°,� E��ts� � ° �� �a, , CONTiNU0U3 TOP ANO BOTfOM BAItS IN WJiLl3 AND BEAMS SNALI BE _- � � -, RE: PLAN pE �pWEKEp pUE TO AGTUAL StfE GOI�GITIONS. �' ' f� � ���r; ��• ! . D '� � � SPIiCED AS FQLLOWS TOP BARS AT MIDSP/KN,BOTTOM BARS OVER SUPPOfiTS, ' — �` � t � � , � ._ M PROVIbE 11L1.RCCESSORtES N�C�SSARY TO SUPPORT REINFOFiCtNG AT POSI• S�G T I�� � 4. DATUM ELEVAT70N O'—O' EGtUVALENT �O AGTUAL SITE � TIONS SIi01HN QN TH�PIANS ALL AEINFORCEMENT t0 BE HEID SECURELY �A T��O U�� �O O� ���T I O I ' � ' EI�EVATION OF 8SO2 F = IN PRI�RER POSIt10N IN�CCOtiDANCE WtTI t AC1318 77 ` - � �r � - ' cTRLiGTLm� ,` � ' � . S � 3/4" � 1'—O ` ' � �, t - �.IFC{. � ��I�� ���( 3/4 1—O ,�. — — — — � RE: 3/St F02 PATIO `�5. FLOOR SI.AB 4' NORMAL WEIGH'f CONCRETE SLAB ON 4' FREE, ^- � � � I 1 � � � � WALL REII�ORGEMENT ��� ��-• ���� � G+XG Wt.4 X WI.4 W.W.F. � � �ti.. -,k- --�tsT�7'W�BTEE�.�ti7�,tC!�t�+i"t#�i1�s�lPECiFMCl�1iCl�,A�ExC.�, . _ . . _ _ . � " '- — � 44'—G' P.ND SLA� DOWELS �" ., "PIRE COI.UMNS WHtC}I SNAIt CONfiQRM TO ASTkt A�! Nt3 TUBE COCUMNB TC� � � � � - - - � � \ � � ' ~ A3TM ASO6,GRADE 9,LATEST EDITIONS ANCHOR BOL�SFiALL BE A307 STEEL ANb ��2� a r-0� " - ���.� )� ' ( ` � � �` � , � � ` MtSCELlANEOUS EMBE�DEd 1TEMS SHALL BE A36 STEEL � _� � �(���' ��'1 f��I��� Z-^C'o � / � ' �` ���-4' � - � '� i r � / 28��$� \� ♦ � i - , - � < < � � B -�S7pUCTURAL STEEL SHALL BE DETAILED MtD FABRICATED iN ACCORDANC� - I �y�� Y� �_ , ` ; WITH LA'1"�ST PROVIStONS OF AISC'MANUAL OF STEEI COMSTRf1CTI0N• + � � / A � � �` r • � i �� '��1,� �p�.l!�I'�"' � / \\ � . _ ��4�y��g�� U� �y �'-3� , ' ��-�• s�-o� ��-�'�� � � � '� C UNCESS OTHERWISE NOTED,USE S7ANDARR FAAME BEAM SHEAR CONNECTIONS � � � WtTH STE�L SOITS OR WEI.DED EQUIYALENT. SELECT CONNECFION AT EACN � / � � � � � , � � � � C�3t�d'�-�-�.P � �� � z F l- £SpUCE TO SUPPCSRT 60°/.THE TOTAC�NIFdRM LOAD CAPACiN FOR�ACH G1VEN / � / // ,,' � � �t E . � � � ,?r � Y+� 1 '' ' HEAM AND SPAN � ` � S' �� • ' `� � �_ iZEs 6/St FOR G"N� � ���G��' // s..... . �, ,�, t 7,, a �.�•r ..�. .. � � Ll ` MINIMIlM WEIDS T�7 HE Al$C ANO/OF�AWS BUT NOTLESS 7HAN 3116'CONT�NUOUS , SLAB DOWELS� ' _ � / ,` � �ILIETUNLESSO7HERWISENOTED AND WP.LL - CN"�� 1 �� WALL Wi�LL WALL WP.LL WqLL � � (`� � , ,r • . . �, _ / /� STEP STEf' �STEP S T E P STEP � -f V� � � ' -� � 2EIt�ORG�MENT — - - - - — - - - - -- - -- - - - - - - - - - - - - - — - - - - - - - - = - - - - - — ' w ' •- . , �6 � �'�'�' P�-T1� ���� , - � � I [2'-0'1 � `� i �--� ' , �� A �ALI,FqAMING AND TFtUSS LUMBER SH/iLl BE DRV DOUGIAS FIR,COAS7 � �[D�-O�� [�-��-8�] [��-O"] [-��-8�� ������] r � � - pEG10N VISUALL.Y GFL�UED AS FOLLOWS - - - - - _ - - - - _ _ _ - - _ - - � f/rl� � i �� 2�7H►CK•4•1NIDE STUD b. - _ _ - , ; _v J .... � 2"?}iICK•6'BWIDER rlo xro.�iso�r t _ _ I � } — — � '� �,�,�+ � - ` , z , -� ' w ``�,. ,�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I � � - - - - -- - - - - �_ ST� � ' (�} a � 3'THICK•6'�WIDER NO i fb�7300 psi , � ' C-8,�� � � FOOTING � � � ` ' � �/ '�' � � NOTED ALLOWABLE S�'RESSES ARE MINIMUMS Af1Q fOR NONREpETITIVE � , � I TEP � � � � < < . USES PRIOR TO ALLOWABLE Si'RESS UVCREASES ` � � , � � � ` � � �:3��, r� � � � s � , :� �: � W �� <' B. PROVIDE t X 4 CRbSS BRIDGING NOT OVER 8'OtJ CENT�R FOFi�Lt WOOD � � o' , . � � - JOISTS ANp 2X SOIID 9LOCKING 9ETWEEN JOISTS AT ALL SUPPORTS I � � " � ` (� � STEP 'i' ►NYi Y��� - �jTEP I I ����� I J , .�. � � _ FASTEN ALL WOOD MEMBE(3S WITH COMMON NAIIS ACCOROING t0 THE + ' ' _ I N ' ��"r I I - ' `� � � � � _ - UBC SCHEDULE UNLESS 07HERWISE NOTED - � I , I � C LAMINATED 6EAAdS � r - "-' � ` ` `!, ALL LAMlNATED MEMBERS SHALL BE FABHICATED OF DUUG�AS FIR ` � , � LARCH AT 12 PERCENT MOISTUiiE CONTENF IN ACCOROANCE WITH � I � ( � / I I I ' ' , � (�� •:.,' � WGUB ALL SIZES SHOWN RAE NET - _ _ - � _ � �� � T.O.SLAB � ' �� { � }ri..F � � - I I T.O.SLa.e a� I I� 2'-O' I � S � � '� E:..�' � , � +: - 1 2. LAMINRTED MEMBER SHALl.8E DETAIIEbAND FABRICRTED IN ACCORD• I � ST � ' �,,,�„� � ; � `� " ANCE Yd►TH THE STANDARO SPECIFlCATIONS FOA THE DESIGN AND fA6• , c � � � RICATtON O�STRUCTURAL GLUE LAMINATEO TIMBER,UFEST EDiT10N � I ( I I I `` D�-O" I ( '� I � AS PUBIlSHED BY AITC a a T � - """ S PROVIQE UNITS CONFORMING TO AItC 11T,22FV8,D F FORCqNTIMUOUS � � � � I = � l�.�ALL l,I I i � I ' � � ` M�1 , ' ` � '��, , "'� � tt � STEP � � FL002 �, ( � � � `� � �`' � ' f M E l�1 8 E H S A N D C A N T I L E V E R S A N p 2 4 F t r 3 F O R S I M P G E S U P P O R?M E M B E R$ � � I � I .�.., � \ STEP � � �, ��,'` ` ', M�M9ERS SHALL BE UESIGNEO WITH ZEAO CAMBER WITH 70R SURFACE , ' I . � � , b � '� �� STEP W� 4 I 4 "1 � i' CL E AR E,Y S T A M P E D O N E A C H M E M B E R I I I ( ( � � � � t^ `F t ;;, D PC1NVOOD DECK AND/OR WAF�RBbARD �� I I I � � I a' I v - - - - - - - - - - � i S� S' f ' � �" `[ � , G i P/CNEL.THICKNESS SHALL.BE AS SHOWN�J TH�DRAWING APPLICATION I I u I r � � � FOOTING STEP � � y� ° , "� �� � �' . , SHALL BE 1N ACCORDANCE WITN RECOMMENDATIONS OF THE AMERICAN ( L�g � � � I _ , , ,' hLYWOOD/1SSOGtAT101�, 7 � ` ` . � .'' ` 2 EACH PANEI SkALL 8E IDENTIFIED WITH'fHE GRApE•1AADEMARK OF � � �/ �� �� I � � � � � � � � ef' � ' � ' ,�` �y� V t THE AMERICAN PLYWOOp/�pC1A710N ANO SNALL MEET 7HE qEOUiqEMENTS I _ �� O ( L - - -� FOOTING � I THICI�N SLA� THIGKEN SLAB I N N ��r� ,... � � � WALL . � -�'"� , .- � � - - - - - - - - - - - . , . , � OF U S PRODUCTS STANDARD PSt,UITEST CDITION FOA pLYWppO ALl � � " � ( STEP ( '- - - 'Pd - - - - '-' - -- - - - - - - - - � - - � � = STEP - �, � '�'.,� J � ' PANELS WHICFi HAVE ANY EDGE OR SURFACE PEHAAANENTlV EXPQ5ED TO ` � 'v��? _ � _ , � t Ttlf W[ATI ICR SI►Ht t i3F OF 711E EXTEfiIOR TYPF ( { � � ' r � _ � � � � - O � , �� � � ,� � y 5. ItlItILOOHINGU5L:S/A'16GSlUliUlIIDOHSIICAIlIiNGNAILEL}A14'OC I ' � � � r 1 i _ � � � � _ _ _ _ � � _ I �N ' , ` { _ � r IU.ON�.i'ANLC CnGGS ANl)Af 10"IU.ONG IN IC-RMCQIAjE SU�'�'9�LS - - - - - - - - - - - - -- - - - - - - - - - � - ; ' u.� , _ - �_-_ _•- ^ :r--:.�'r-,-u�.a�w�•-m�--,remi,�...�,vr--:,.K,��.,....�s,.,_„ c::,r nm-.,.-_-.-,....�-_,�----; _ � � , , , ` ' Y 4'FOR AOOF USE 5�B"(4W20 SPAN RA7IN0)EXPOSUAE 1 SHEATHIN6 NAIIED AT 4' �� I N (- - - " • �� 0 C ALt�NG PANE4�DGES AND AT 12'ALONO IN7ERMQOIATE SUPPORTS ` I , 4'" � 8� 1�°� I � � _ _ _ _ _ � � , � ��� ( I � ` " } 6 EXTERIOR WAtIS SHALL HAVE ONE IAYER OF t/2'EXPOSURE t SH�ATHINO � I ' � I I (' r'+ ���' � , � , " � } . NAiLED AT 6'd C,ALONG PANEL�DGES � I � ` STEP I �� t I � ^ ' FOOTING I •� I - - ° - -__ _ G 6 DIAPNAAGM SHEATF11NC3 SHALL BE7HE THICKNESS SHOWN ON PLANS I � I � � � -�� F , WITH THE FAGE GRAIN PEHPENOICULAR TO SUPPORTS WITH ENp JOINTS ' � � I STEP � � , rv -STAGGERED , I � I . �� ( � . � � L�( � � `� �� � 7 tN5TAll SUITABLE EDGE SUPPORT BY USE OF PLYCL(PS,TONGUE ANO � ' ' � O � � I aj � � � ` ` ` • � � � GROOVE PANEIS OR SO�tD 1N000 BIOGKINCa BESWEEN SUPPORTS � _ I � O � '� � � � I _ � 4 ' , _ b _ � �E F PREFABRIGATED WOOD MEMBERS SHALL 8E THE TYPE NOT£D ON THE ORAWINGS , � � I � � � � � � � Q � I S1 � �J . ' � O AND SNACL6E'8CI`A5 MANUFAC7URE0 BY 801SE CASCADE , I _ . $ TYP, �- - - - - - - � � � �--�-� � 1 I f � , ALTERNATES SHALL BE REVIEWEDBY THE ENGtNEER WEB BLOCKINGAND ' ' � I � FOOTING FOOTING � � ' � � BFtCDGINCaTO BE A$REQUI{iED BY THE JOIST MANUfACTURER � I � � �F�-2� S�-0� ,r,W,,.�� S„�� STEP STEP ` G PROVIDE BRIOGiNQPER MANUFACTUREfi'S qECO�IM�NDATiONS UNLESS OTNERWISE � � ( ( I � ` ( I + � � NOtED ON StRUCTURAL ARAWINGS,WOOD TRUSSES SHALI BE DEStGNEDTO FULFILL ' � � ' I �'Z ���r ' � I ^ t , � ; T�T � � = fiTRESS REQUIREMENTS AND/OF�LOAOS NOTED ON DfiAWINCaS SHOP ORAWING�S I ` 1 I -� (-0-�8'_ � _ _ _ � � (T��F' '� _ I E,+ , . - - - - �- - _ _°_ _ _ � , _ , ' ` , ; SFiAIL INCLUDE CALCULATIONS ANO BEAR TNE STAMP OF A REGISTEREO ENGINEER � � C a��,d r �'�� ( � � - ' - - � � - - - r �'# � • t � . . 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' 3X8 GEDAR JOISTS X 4'-O' GLUE - - ' � AT 24 O.G. W/ ANp NAIL, AT BpZD MOUTH 1�1I2' BAGKSPAN SHIMS F012 QE: 1IS2 ' REz lIS2 ' WICPOLYP. FB RL�� • ' - MAXIMUM � � GAI2AGE SLOPE . , _ p � � ; ' � �_ � / � � . ' . G�IdGL��� � � }, , `�,t� � - i . , ' . . , � ' ' •�. � r! . i � . , • • , . ■ � � � � . • ���� ' - . � , ' . , �t L . .� = • � ' t _ � _ , - , - � �' � , � � � r , , . . , , � � - , _ � k, � _ _ .�lXB CEDA2 gXg P2EFAB TRUSS W/ FL002 JOISTS � FLOOR JOISTS . ' GEDAR � SOLID BLOCKING � 2E: PLAN , W� �-�G�� � �N � • YGP.I2AGE_JOISTS � k EXTE2101Z - � W/ SOLID BLOGKING ' � � � SHEATHING � . REs PLAN � � , .. 2X4 TREATED PLATE ��� . W/ 1/2 � ANGHOR B�I..TS � ZX8 JOISTS AT � ■ , ,�� o.�. w, �5 - _ S�GTIO1�1 5 , , . . ' GLPS TO GEDAR BEAM -- -- - BLOCKINC�. \ �I . , AT 4-O O.G. � . � " - ay�q.■ _ ��-p ,� � , _ , � • � ✓ G O SHEAT N�i - C G O � � • h � TI 1`I °I J� T� N s���"�oN � S��T�oN 1 ; 3/4' = 1'-0 �/4" = 1'-O ' (2)-SII`�!'SON ST<o224 3/4' � 1'-O 3/4' � 1'-O � k � STRAP TIES A60VE � , i 6 1/2" M.L. U t�6f 1�"�6�1.. . - ' �. � • � (2)-3/4" '� X 18' • 2E= t/SZ THRU-BOL7S • , 2X8 AT 1G' W/ .. ; . , INVERTED U SIMPSON A35 ` HP.NGER AND - ' AT EAGFi SIDE • i - • BLOGKING � OF 6 T/2 _M.L, - � � • i 8 X 8 GEDA12 ' ' ' � � � ' POST � � � • t , ' M / . ` , (2)-1 3/4` X S 1/2' ` : : � / ; MIGRO-LAM BEAMS � � � f ,r " � , EAGH SIDE � / / - - - - - - - - - - � �X10 GEDA2 / � _ � , — -f � � / / . �, � �o � � / �R � GARAGE JOISTS � - e � � PLATE 1/4' X 4" X ��-�"�N�R . RE: PLAN PfZEFAB. �' 2EGESSED W/ (4)-3/4' N EXTE210R �sxTm��`�,�� SHEATHING� � AND PLUG " eQ� � ,` �� � � � (2)-1/2' � TNRLJ-60LTS TRUSS THRLJ-BOLTS REGESS RECESS AND PLUG HOLES 1� � � � AND 2' � WASHE2S � ' � ry �o�� � ' , � "� ' , TJI W/ � � a° Q �,, fJ•.d , � . �xfo KIGKER 6LOGKMG , *d�°�� ���� g � �«��`��,� r ---- �€ ,, � � , �, :� � � � (2)-3/4' e� X 18" ZX fo 21P EAGH �a�c ���,� p TH2U-60LTS SID� - GLL�E M � AND NAIL AT ` `" "" �,�, t � �� - SIM'SON A3S EACH � b � FULL BAGKSPAN C���,�,� � <y",,�;,;¢ s RE: PLAN �, FLOOR JOISTS ,� �" � ` � FOR CONN, b X �L�GEDA2 SIDE OF S t/2' M.L. RE: PLAN � , � �„��� �����'����,. ,� �,, Y �,�„a�.�;�,�,� �� =r��'��' � , ( `�-�y�.w��'"" � � . � I�A 1�.._ ��G A I�I�I� �� A,� ` GONCRETE WALL �� � � _ TY�' � � T S�GT101`I � S�GTIO1`I 4 ��GT101`I 2 _ � � 3/4 a 1-D 3/4' a 1'-O ' 3/4' = 1'-O , 3/4' a 1�-� ' , • 4 : � _ ; , NOTES: - , _ " - r - �'�` C 4 1. ALL HEP.DERS (�)-Z X 10 U.O.N. 4 �� ` � . � � , S2 ` 2. ALL GOLUMNS ('J)-2 X �'o U.O.N. 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' � ��— ` - � - - � ` � ' ,., ;r. k �=_-----_-- _ �-�c.�'�.Ic�.l.... �'I�c-�'� �-1 I c. 1... � ��' � . ::5. k . -� ; __ _ �. :� � ::. . ' ` �' -- , � . _- -- — — — —' �-,�1,,,� - ,�''.� ��,,, - �:•� ::t. ° -'- ---�- __ -.___� � � ` � -_ '` � _.� �_ -- � < _ , _. � _.,. �. _ . - . _ . , ':�.; 3 \ . _� --_ � .� r � S ` I \\\ ��� �_ ���� �� ���� �.�+ �� _ y— —� 1 �� + ' .. � � _ . � , ' F ` ` y � i � ' � � � , - '� t � v '_ � I '° —� n` � ,� � � ' , ,. , � - - � } - � - � ` � � � ' + " _ , - . � � , - � I V i'E CT-fA N I CA� L EG E�f�-C� HOTE: AU. SYMBOLS SHOWN ON I.�GENQ � � ' ARE NOT NECESSARII.Y USED. � � i4 GENERAL MECHANICAL SPECIFICATIONS: � �-��� ��� ' �� -�- HFAIING WATER SUPPLY ' , - � : . B 0 I L E R S C H E D U L E a --n�- PUMP dc EQUIPMENT CONNECTOR � � j i L DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO ' ` 15. CAP ALL D�MOLISHED AN�ABANDONED DUCT TAKE-OFFS AT TRUNK DUCT � °F ` � ' -H1NR- HEATING WATER RETLlRN -�(�- ptPE UNION a � COMMENCEMENT OF WORK. ° � EQUIP HEATING CAPACI7Y MANUFACTURER REMARKS -ctis- CHILLED wATER SUPPLY ]6. SEE ARCHITECTURAL REFLECTED CEIl1NG PCAN FOR ALL CEIUNG � �ARK USE 1YPE DOMESTIC COLD WATER LOCATION MBH I MBH OUT O ALT. MOOEL NUMBER h 2. 1T IS THE INTENT OF THESE DRAWINGS AND SPECIFlCATIONS T0�ESTABUSH pENETRATIONS. DI2EGT VE ED. WP.LL TE ION KIT. NTEGRAL P " -CNR-- CN(LlFD WATER REIURN -r--- DOME5i1C H07 WATER � � A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHF TO TAKE ' B-1 HEq'(P•1 C,L �"�� i7S 104 WIEL McLA►J GY-6 , • �, � IXCEPTIQNS TO APPROVE �AEfFiODS AND MATERIAIS NOT REFLECTED HEREIN. , 17. +FlLL HEA11NG WATER SYSTEM WfTH 307. PROPYLENE GLYCOVWATEft SOLUTION, { RODM , -CS- CONOENSER SUPPLY -�--140•- DOME571C NOT WATER TEMP. SHOWN , ; 3. EXAMINATION OF BIDDING DOCUMENTS. � a FlLL SNOWMELT SYSTEM WITIi 50X PROPYLENE GLYGOL/WATER SOLUTION. � , • --__- � � , t _ ` t -'cR- CONOENSER RETURN HOT WATER CIRCUCA7ING ` + A. EXNMINE THE BIDDING DOCUMENTS CAREFULLY, NOT LATER THAN SEVEN , , �g• REFER TO ARGHITECTURAL DRAWINGS FOR ALL DIMENSIONS. � � t , � DAXS PRIOR TO TH� DATE OF RECEIPT OF BIDS WRITTEN REQUEST FOR ' 19 GOOROINATE ARCHITECTURAL. STRUCTURAL, lAECHANICAL, ELEC'fR1CAL, r , ; -�c-� �N�' � - F - FlRE LINE ' � INTERPRETATIONS OR CORRECTIONS OF ANY PERCEIVED DfSCREPANCIES, LANDSCAPING, AND INTERIOR DESIGN DRAWINGS PRIOR TO INSTALLATION. ? •-�IC- AIEDIUM PRESSl1RE NATURAL GAS --PiN-- pRESSURIZED WASTE � ��.�.. ..�.,- ., � AMBiGUITIES, INCONSISTENCIES, OR ERRORS DISCOVEf�ED SHALL 8E - � • � SUBMITTED Ta THE ARCHITECT ANY iNTERPRETATtON OR CORRECTION ' 20. PROVIDE D(PAN510N JOINTS OR LOOPS ON ALL HEAIING WATER PIPING RUNS �y ' � EX HAU ST FAN S C H E D U LE +,'a D- ORAlN PIPE V---- P1.UMBING VENT P1PE ! WILt BE ISSUED AS AN ADDENDUM BY THE ARCNITECT. ONLY A IN EXCESS OF 50 FEET. � � , ` WR�TfEN INTERPRETATiON OR CORRECTION BY ADDENDUiut SHALL BE ' ; " ; -�-HPS- HIGH PRESSURE STFJ�M SUPPLY , k BINDING NO BIDDER SHALL RELY UPON INTERPRETATIONS OR 21. PROVIDE PLASTIC GRO�AMETS ON ALl HEATING WATER PIPING PASSING P,- , MO OR 1 , '� �- CHEM�CAL VEPIT P�PE j � CORRECTIONS GNEN BY ANY OTHER MEiHOD. IF DISCREPANCIES, THROUGH W000 JOISTS AND STUDS. MARK TYPE MANUFAC'fURER er MODEI N0. REMARKS -- HPR^ HICH PRESSURE STEAM RETURN 1N-,- �y/5TE p�pF AM�IGU(TIES, 1NCON5ISTENCIES, OR ERRORS ARE NOT COVERED 8Y y� CFht S Q. OUTLEi VEL HP/WAT �FRPM ELEC. [ ADDENDUM OK WRITTEN �IRECTNE, �NCLUDE IN THE 81D LABOR, � 22. PROVIDE TURNING VANES IN ALL MITERED RECTANGULAR ELBOWS ' ,� �-1 C1�et�T ! -tP�r-- LOW PRESSURE STE/1M SUPPt,Y , -GMt-- CREASE WASTE PIPE } , �; . 50 0.� 5o Irlo --s MATERIALS, AND METHODS OF CONSTRUGTION RESULTING iN HIGHER + . A � v COSL AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA - 23. MOUNT ALL STATS AT 5'-0" A.F.F. - f - lPR - LOW PRESSURE STFAM RETURN -CMf - CHEMtCAL WASiE PIPE ` COMPENSATION WILL BE MADE DUE TD FAILURE OF MAKING THE WRITTEN � i? } ` ' REQUESTS AS DESCRIBED ABOVE. , �� 24. ALL DRYER VENTS ANO BATHROOM Q(HAUST DUCTS FROM FAN GHT FlXTURES ,- „ ' - PC- PUMPED CONDENSATE S- SANfTARY SEWER P�PE f , ; SHALL BE 4" GALVANIZED ROUND (UNLESS NOTEO OTHERWISE� - � ' „ � , , B. BE RESPONSIBLE FOR ITS PROMPT DELNERY OF REQUEST. FNLURE TO - - FnV - FUQ OIL VENf SO REOUEST CLARIFICATION OF ANY INADEQUACY, OMISSION; OR �,25 REFER TO FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES TO INDMDUAL ��� ~ ' ` - -�'- STROM ORAIN�PIPE � _ , - FOF - FUEL OlL FllL -ST(0�- STORM DR/UN OVERFLOW PIPE r � } CONFUCT WILL NOT REIiEVE R�SPONSIBIUTY OF DOING SO THE � '� FIXTURES. , -- CF-- GLYCOL fEEQ -" . -V/1C - VACUUAI PIPE SIGNING OF TNE COMRACT W(Lt BE CONSIDERED AS IMPLICITLY ° ; DENOTING A THOROUGH CO�APREHEN510N OF THE FULL INTENT AND SCOPE .. ��6. TNE PIPING MATERIAL SHALI. BE CAST IRON XT ALL VENT PIPE � _ � ' - L - RS-- REFRIGEftANT SUCTION � ti.._��....�.,� , " OF THE WORKING DRAWINGS RND SPECIFlCATIONS. SIGNING UF THE ' _r t, pEPJETRqTI0N5 OF FlRE-RATED ASSEMBUES ABOVE THE CRAWLSPACE. � ~ � � ^ f - COMPRESSEO AIR PIPE h CONTRACT INDIGATES AGREEMEN7 TO ALl OF THE CONDITIONS IN THI5 ,� ; , `+. - RL-� REFRIGEFilWT UQUID --- SP���Fl�,noN. ; � ��; CONTRACTOR MUST CAREFULLY VERiFY ELECTRICN.SERViCE VOLTAGE AND � WAT E R H EAT E R S C H E D U L E - , DOMESIIC WATER M/UN PIPE ' 4. VERIFY IXACT LOCATIONS OF EXISTtNG AND NEW UNDERGROUND UTILfT1ES, P1{ASE AWULABLE. - ; ' % r -Rp- REFRIGERANT DJSCWIRGE --�1 HORIZONTAL CLEANOUT PIPING, AND RACEWAY SYSfEMS PRIOR TO TRENCHING. CONTRACTOR SHALL � , � STOR. CAP. RECOVERY , HEATING WATER -� VER'(iGAL CLFJ�NOUT • ' 2�. SEAL AU. DUC1iNORK JOINTS. e`�� � MARK F R�SE REMARKS , -{�- FLOW INDICATER OBTAIN AND VERIFY EXACT UTIf.iTY CQA�PANY DRAWINGS AND REQUIREMENTS. , � ; U � GAL.LONS G.P.I"I. GPM �P HWS , ' 79.. SEAL ALL DUCiWORK AND VAPOR BARRIER PEN�TRA710NS AT AlL EXTERIOR , z GqjE�//�� ' 5. VISIT SITE PRIOR TO BID AND VER�FY THE CONdITIONS INCLUDE IN THE � yyqu,,c, . I WH-1 G v�,�p 70 , n � '("{�O(,� � +�� - �{ �'- _ �� FLOOR ORAIN � A BID COSTS REQUIRED TQ MAKE WORK MEEf DCIS7ING CONDITIONS, WHETHER , �. ' � --�- GL08E VALVE lNDICATED OR NOT. 30.�PROVIDE BACKDRAFf DAMP�RS AT ANY AND ALi. DUCTWORK PENEfRATiONS ' � EQt11PMENf ROOM DRIUN � "' ' ' THROUGH EXTERIOR WALtS (EXCEPT COMBUSTIOM AIR DUCTYVORK). , ' :.4.���_. ; -{�- CHECK VALVE -O� ROOF ORNN � } � 6. WORK SHALL BE PERFORMEO IN A WORKAUWLIKE MANNER 70 THE SATISFACTION ' � I� � s P U M P S C H E D U LE � F.A. � ` � OF THE ARCHITECT. ; - 31. WASIE UNES TO BE NO-HUB CAST IRON ABOVE Gf�`I1DE.AND NO-HUB CAST t ' - IRON WITH HEAW DUTY CLAMRS BELOW SLAB. � - , F'LOW CONTROL VALVE W/CHECK ^,� FlRE ALJIRM ` # � 7. LABbR, MATERIALS, AND E�UIPMENT SHAIL CONFORM TO THE LATEST �; b ` ,, �, f ` �- �L V�-� �� APPUCABLE EDITIONS OF LOCAL, STATE OF COLORADO,AND NATIONAI CODES ` 32 SUPPORT PIPE WITH RQII ANO�L.EVIS OR CIAMP$ NO PIPE TAPE ALLOWED.� , qRK USE TYPE GPM TDH MOTOR MANUFACTURER SUCT DISC REMARKS . � - , � , r AND ORDINANCES. IF A CONFlJCT BETWEEN THOSE PUBLICATIONS EXIST, ��i� ' � HP/WAT RPM ELEC MODEL NUMBER -�- PLUG OR BAIJWCING VALVE � O • SMOKE DMIPER � � THE MOS7 STRINGENT REQUIREMENT SHALL APPLY. � ° 33. SHEEf MEfAL AND f1TiINGS TO BE<PURSU11N7 TO SMACNA AND ASHRAE � . r STANDARDS. � �� ! ;. ' .( A ' � SZ I5 9�4' E � � � --�-- CIRCU(T SEiTEft VALVE � FlRE D/UdPER 8. PAY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS. PRIOR TO � PLUG VALVE IN RISER � ' � + FlNN.PAYMENT, TURNrOVER TO ARCHITECT ALL CERTIFICATES OF 34 J�LL DUCTWORK DIMENSIONS/�RE OUT$IQE DIMENS10N5. � � I� �+f�f � SD• COMPLETION. . - . ` � '�+��M �� Z �3 � , � _ . 35. G�E AND VALVE ALL HEATING WATER PIPING W(fH '.Sl4" HOSE END VALVES � , -.- f' - GATE OR GL08E VALVE IN RISER SMOKE DETECTOR � ' 9. FAILURE TO OR�ER, OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT TO;PERMff COMPLETE DRAINAGE OF THE SYSTEM. VENT AE.L HIGH POINTS IN , � � WILL NOT BE ACCEPTED AS A REASON TO SUBSTfME ALTERNATE MATERWLS, EQl1lPMENT ROOMS AS NECESSARY WITH AUTOMA7IC A�'t VENTS PIPED TO - �-" DRAIN VALVE W/HOSE END � EQUIPMENT, OR INSTALLATION METtiODS ` C�NVENIENT DRAIN. ALL HIGH PQINTS IPF,SYSTEM OUT'SIDE OF EQUIPMENT , � � --` -- � -- ` o TURNING VANES SHOWN IN 90• ELBOW. Ti�c.r.�r �.�hi�T�''.�E�� �Ulv,t�L�7 � --f-�f- srrwN� w�e�.ow-o�v�u.vE � j� ' ROOI�S M1fTH COMBINATION AUTOMATIC/MANllAL AIR VEPi!'S AS REQUtRED TO ,, 10. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS REL1�11E A1R IN THE SYSTEM. � ' � � SINGLE BLADE DAMPER ( S.B.O. � t OPERATION.PRIOR TO ACCEPTANCE BY THE OWNER , .� � � ''� _ �� , ----�- TEIr!lPERATURE COMROL VALVE ' 1 t. PR01/IDE MECESSARY TRENCHING, BACKFlLL, EXCAVATION, SUPPORTS, `.,„ � - � -���r=�� � - _- - - ' � ` ' " ° �- - � - - " OPPOSED BIADE DAMPER ( 0.8.D. ) , PIPINC, INSULATION, SAWCUTTING AND PATCHING, CONCREfE/PAVWG, EfC, z- `"' ' -�- PRESSURE REDUCING VALVE '` b � � AS REQUIRED. BACKFlLL TRENCHES IN 6" LAYERS AND TO 90x COMPACTION P L U M B I N G F I XT U R E S C H E D U L E ' � SAFEIY RELIEF VALVE ' - AND PATCH TO MATCH EXISTING GRADE. � AIR EXJ'FiAGTOR ' ' 12. PROVIOE 3-1/2" HIGH CONCREfE EQUIPMENT PADS BENEATH FLOOR-MOUNTED ' � - DUCT SIZES AFtE OUTS�tDE SHF�f ME(11L � ` MECHANICAL EQUIPMENT. MANUFACTURER & � aR v�rrr 24x12 DII�IENSIONS. 1�N0. IS SI�E OF SURFACE � � , S`t'M. USE TYPE ACC. FINISH MODEL NUMBER = REKAARKS � SHOwN. 2N�N0. IS OUCT DEPTH. , � 13 DUCTS AND PIPING CONDUfTS PENETRATING THROUGH ROOF SHAIL HAVE ROOF � ' - PRESSURE - TEMP. TAP ` , Fl.ASHING WITH CAULK TYPE COUNTER FLASHING SLEEVE. INSTAILATION KOHLER K-3283�-H � 2tF;lC„Vlr Hb�( NAND ': � • Cf'A1 ` SHALL BE WATERTIGHT. K-11925-4 S7AINLESS + �� , P1 KITCHEN SINK SELF RIMMING K-8801 STEEL LYRIC DOUBLE�EQUAL�.,., SiRAY'E�.�rB�NER �.�j M����" �j���G� PRESSURE GAUGE W/PIG TAIL dc COCK `�SUPPLY REGISTER � � 14. OFFSET PIPING, DUCTWORK, ETC AS NECESSARY TO ACCOMMODATE KOHLER K-2071 �"�"�RS.P ` ' o M�TE�. �Y ��� , �� T}{ERMOMETER �/ , : e STRUCTURE, BEAMS, COLUA�NS, AND ELECTRICAL EQUIPMENT. � � -2137 K-214 VITREOUS ,- ` ��p�� � �,32a ��M) ' P2 LAVATORY PEDESTAL _7605 K-899 ;CHINA CHABLIS� � ' - �ppp,p_�,p � ,. ; � ENAMELED KOHLEf� K-2904 �TEits.FOP�UP 4 � THERMOSTAT �,.F�RETURN AIR OR IXNAUST A!R REGISTER. P3 LAVATORY SELF RIMMING K-11800-4 , FARMlNGTON wp'srpa�s,p��� ._ � _ VACUUM BREAKER s� � ,- .w _ _._ '_-•- • • - - - - -.�._,._,....__� _._�_...______.��_.�_____..,�_� ___r�_., C I-WHITE , Q ' -c ' , O VITREOUS KOHLER K-3520 ' •� .;"'��5 GALLON FLUSH I!'DI��L 6ial w� - _j� ' ' � � P4 WATER CIOSET ClOSE COUPLED K-4652 CHINA WELtWORTH WATEF�GttARD„, ' , _...-- "� ` .... ��,1-�� KOHLER K- 1fi � �� FLOW SWRCH C�+ SUPPLY OIFFUSER: ARROWS INDICATE �,,�`'�� � � DIREC110N OF THROW. - � � - r p� :i'"fgp;}�{ `"��:� ,K-116084 VERIFY RIGHT OR LEt�,i�ANO POP-UP DRAIN , {� r � .�... -`�-.,. `ti`,, � G.l. i y �I2) I��� �,,-,�, __I�I SHOCK ABSORBER �D O O R C R I L L E f, ,;- ,--'=� `'` -v�.. � "' f-'' _ `,, `�k. 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Y� . , - .,; . ���� �':' �' ax 303 yfi9�6159 . .> � y e . � " , � " '� �+ � � . . . . , , ,a Sdt�D)nver West F'{cwy � _ . ,y' Su�te 295 . � Gaideo,CO 804D1 • 'j��'" (303 27�-3820 ` Vk • I ` ` * ��=�=��- fax(�303}778-3843 � i �EAUDI �fi /' � � �t11V Z� E�GI�t",ERS�INC � � � � as;, ,:;„�������v�?-.�;;�,esv�r�„�.F>.����s�nr,.r���°�:�a�zn-�xa�s���-�s��:M�.«�:a����,�,�;«��,����ar-:�x��;���ax� ��.. � . . ,, r � r! ! , �, 158889 9 • _ • • � . • • . . , � • , VENT LINE —��, REQUIREMENTS CHEMICAL FEEDER • , � o p MAY EXTEND AS A CONNECTION. SEE � �. �vD vErrr as HicH As Possie�E - WASTE OR VENT. � FOUNDATION WALL OR o o PIPE SLEEVE; CAST IN PLACE. NEAREST I BUT NOT LESS THAN THE DRAINBOARD � DIAG. Q. GRADE BEAM PARTITION. HEIGHT dc THEN RETURNING IT DOWNW�,RO • o dc CONNECTING IT TO THE HORIZONTAL CHROME WALLCOVER ' GRADE � MANIFOLD. �� SINK DRAIN IMMEDIATELY DOWNSTREAM AND SCREW. BLDG. FLOOR SLAB �� DRAINBOARD FROM THE VERTICAL FlXTURE DRAIN. � � ° ° TUBING TO PIPE WALL ' �, 0 0 — r CONNECTION. � „ - 2. THE RETURNED VENT SHALL BE CONNECTED � p n v v p I ' �kZ TO THE HORIZONTAL DRAIN THRU A v o 0 o Y-BRANCH FRTING dc SHALL IN ADDITDN. PLUGGED TEE WITH - � o — I BE PROVIDED WtTH A FOOT VENT TAKEM CLEANOUT. PIPE T� FLOOR � � o I �--PIPING TO BE ��„ OFF THE VERTICAL FlXTURE VENT BY DRAIN. REVERSE RETURN l FLOOR MEANS OF A Y—BRANCH IMMEOIATELY - � ° \ I I AT MANIFOLD. � BELOW THE FLOOR dc EXTENDING TO TNE , o CAULK _ , o I I —V— 2" NEAREST PARTfTiON Ec THEN THRU THEROOF _ p 2�� OR CONNECTED TO OTHER VENTS, IK AV � . � C A U L K W I T H 2 P A R T L -- — _I W i APPROVEO MANNER. _ ° � SLOPE C.O. 3. DRAINAGE F(TTINGS SHALL BE USED 0� � F L O O R L I N E. � • POLYSULFIDE ALL PARTS OF THE VEM' BELOW THE • ' CAULKING. SINK DRAIN TO FLOOR dc A MIN. SLOPE OF 1/4"/FT B�cK � .. 4 I I 3 3 BUILDING SEWER. e o 0 0 TO THE DRAIN SHALL BE MAINTAINED. ° ° o ° o o v o � SUPPORT � _ = 4. THE RE7URN DRAIN UNDER THE DRAINBOARD ° ° ° ° FROM � ° ° � � ° � � � FLOOR. � ' �� n WALL SLEEVE; I.D. = 4" O SHALL BE A ONE PIECE FlT11NG OR AN FLOOR � 1-1/4 COPPER SERVICE � TO BOILER SYSTEM. SEE DIAG. D , . LOCATE ALL CONTROL VALVES ASSEMBLY OF A 45°, A so°, dc A 45° 1/8 C.I. BEND. � � FROM STREET. ° o LARGER THAN O.D. OF IN THE ORDER NAMED. • p v PIPE. IN MECH. ROOM. BALANCE OF PIPING _ � � 5. THE ISIAND SINK DRAIN � UPSTREAM SAME AS CLEANOUT OF THE RETURNED VENT, SHALL SERVE TO GRADE. g 0 0 STE R P U M P RAD IANT FL00 R NO OTHER FlXTURES. , I S LAN D VENT D IAG RAM WALL C LEAN 0 UT WATER ENTRY; COPPER MANIFOLD . DETAIL • � � No sca�E � K No scn� D ETAI L • � - O O O O NO SCALE A ' O NO SCALE NO SCALE - • � .. , • 3 FT. MIN. COVER EITHER OPTION BRASS CLEANOUT PLUG � ' J HOT WATER 3 " �� CLEANOUT AND �CCESS 11 W/COUNTER SUNK HEAD POINT OF CONNECTION TO BLDG. DRAIN. TO SYSTEM. � � 3/4 COLD WATER F L O O R COVER. TOP OF COVER �6 r p C O N C. P A D SUPPLY L I N E TO BE FLUSH W/fOP TROWEL SMOOTH & EDGE � 1 OF FLOOR FINISHED GRADE N OT � GRADE ; . .. . .. .. . , . . ., I I � DRAIN VALVE. :°:De �D: ;D• G" �°�p° •D�'•D � - USED WATER HEATER 1/8 C.I. BEND ; PIPE RELIEF VALVE 1/8 C.I. BEND i ' � / TO FLOOR DRAIN. �-�—Hws �„ SA ENAS �LEANCUT C.i. WASTE LI N E. � LGTH TO SUIT. � ' � 30° OR 45° ELBOW . � TO GRADE. I � TO BOILER YSTEM. FLOOR CLEANOUT (FCO) —' - �— SEE DIAG. D , FOR CLEANOUT NOT TO BE LOCATED i � �— — - -�- — , CONTINUATI N. IN CARPETED AREA. , M O ��� �� / WASTE LINE � � • ----- HWR � � DASHED LINES INDICATE CLE4NOUT TO GRADE (COTG) 1/8 BEND IF CLEANOUT _ � — OPTIONAL CONNECTIONS. � OCCURS AT END ; -" OF LINE. , '� SANITARY SEWER BUILDING ' = CONNECTION DOMESTIC WATER HEATER DIAGRAM CLE�NOUT SCHEMATICS � _ _ _ ___nw ___.� m _ � M I ; NO SCALE O NO SCALE O O e - � ` NO SCALE Q p � � � Q � : - � TO PUMPS & BOILERS. ' 4 W p � � �� CONNECTION AT EXPANSION TANK SS�MBLY, SEE 4 � - AIR VENT DIAG. � . . O J � CW SERVICE FROM MAIN. � •� U � � � ; WATER SERVICE SHUT-OFF AIR PURGER . ; �.{ � VALVE. ' � PRESSURE SWITCH � �" � { � PIPE TO FLOOR DRAIN. � TO GLYCOL EEDER ASSEMBLY. PRESSURE GAUGE t ' � � W 0 ! I - 2--SMR I ( , Hws--f�j PRESSURE GUAGE SEE DIAG. C . FILL SNOWMELT FULL SIZE DISCHARGE � � V , - � i SYSTEM WI 50� P.G. FILL , � i � i WITH GUAGE COCK ' PIPE FROM SYSTEM � cU � � \� 1 T S�- � 80°F BOILER SYSTEM WITH 30� P.G. FILL GLYCOL � RELIEF VALVE. �•L� �r"1 O ""' f ' I � I �/ � SMS—�--t � FEEDER WITH 50� P.G. .- ��,1 `�1 bA " � HWR ' , --�'� CW TO BUILDING. I N.O. VALVE W/ A�R STORAGE DRUM(1) � �+ � �- W .; , 1�'4' M � � --�-2 CW TO IRRIGATION, 1". LOCKING COVER, TYP. �Ap -�IVITH ,L,ID. . ; �{ ; , _ , , � , � � � � � �OW WATER �/ - � ,` BACKFLOW PREVENTER T DIAPHRAGM , � CUT-OFF y ' w � (DOUBLE CHECK NPE) HX-1 HEAT EXCHANGER(1) EXPANSION TANK PUMP '' -SWITCH ", . j � �'w� � ' SET PRV #1 WATTS # 709. 175 MBH CARLSON OR EQUIVALENT. DRAIN VALVE W/ HOSE ' l r'Vy � r � � 70 PSL � CONNECTION. ��2„ ` f�--I � T1*� } — � `J � � R METER WITH REMOTE _ ' O- ' tREADOUT, 1". REMOTE SNOW/ICE DETECTOR. FLOOR 4" CONC. PAD � FLOOR � � , PRESSURE REDUCING VALVE S N OW M E LT H EAT EX C HAN G E R _ �� � � ; WATTS #223, NP. DRAIN VALVE W/ 4 CONC. PAD � w , HOSE CONNECTION , � ' � P AIR CONTROL �c EXPANSION TANK GLYCOL FEE � � � � _ _ IPING SCHEMATIC , ,� � � ; _ DOMESTIC WATER ENTRANCE SCHEMATIC NO SCALE AIR PURGER - No S�A�E ���.t� �� �� r � � � � ; ' � NO SCALE O (1) PIPE UNIT FOR TRUE COUNTERFLOW. O NO SCALE O �1� FlLL SNOWM0.T SYSTEM WITH 5 R P.G. FlLL ' �rt BOILER SYSTEM WffH 30X P.G. LL GL�l�O,l� � G � �� � � FEEDER WITH 50R P.G. 1 g� ; � SNOWMELT TUBING. SIZE dc SMS, SMR TO AD ITIONAL � " ' , QUANTITY PER MANUFACTURER MANIFOL0. � '}_- '� �--`-- = ' SNOWMELT MANIFOLD RECOMMENDATIONS. , FI XTU R E C 0 N N ECTI 0 N S C H E D U LE (IN LANDSCAPE AREA). � BY_.._.__..��..._. _.______...._ _ . .. ._ .�,aT��a./�?��J' TUBING TO COPPER CONIyECTION� TYP. � SMS 2�� � FIXTURE HW CW WASTE VENT I I SMR� . ' SMR TO RADIANT ZONE � WATER CLOSET FLUSH TANK ' - �/2�� 4�� 2�� 2„ L —� �na�iFO�..�, nr�. ' , , LAVATO RY ��2�� ��2�� �y2 �,�2 HwR ; �Mrn, " TO WATER EATER ASS'Y. SERVICE SINK 1/2" 1/2" 3" 1 r'2 s� owc. �ji . - �" m �o � KITCHEN SINK W/ DISPOSER 1/2" 1/2" 2" 1�'2 - ' AIR PURGER dc D(PANSION � ,� � - r � TANK. SEE DIAG. G • rn 2 `�" C 0� O � BATHTUB / SHOWER 3/4" 3/4" 2" 1'�'2 O ' ~ CLOTHES WASHER ROUGH-IN 1/2" 1/2" 2" 1'�'2 '�`—'�`12��� 2° o � 2" n • G� O 3 0 Hws(�40 ) •� D I S H W A S H E R R O U G H-I N 1/2" - 2" 1'�'2 � B A R S I N K 1/2" 1/2" 1'�'2 1+�'2 �„ .� � HEATING WATER Q � Q � PUMP. SEE � DIAG. QA . , 2�� ,X ' , . � SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE. - TO GLYCOL FEEDER, (200�) (200�) � " • • ' ' MINIMUM PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4". �� . ' % _ . . • � . ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON ,�o� SNOWMELT HEAT DCCHANGER. � - � � _ THIS PROJECT. 4„ H K P�. .nr� sx-3ov SEE DIAG. 0. : � . : ' ' SNOWMELT PUMP. SEE ' .� • • ' DWG. Oq . • : , r, ` � B 0 I LE R P I P I N G D IAG RAM BOILER, W(TH INTEGRAL AIR PURGER dc EXPANSION O ��•� • � CIRCULATOR, MOUNT dc INSTALL TANK. SEE DIAG. Q. NO SCALE PER MANUFACTURER'S RECOMMENDATIONS. ' � / 135109 _ � � GENERAL ELECTRICAL SPECIFICATIONS: � , t FI XTU R E S C H ED U LE E LECTR I CAL LEG E N D 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO 16. WIRING DEVICES SHALL BE SPECIFICATION GRADE AND RATED AT 20 AMPERES COMMENCEMENT OF WORK. FOR LIGHT SWITCHES, AND 15 AMPERES FOR DUPLEX RECEPTACLES. T-�E FIXT MANUFACTURER VOLT MOUNTING LAMP �fYPE REMARKS VOLT COLOR OF THE DEVICES AND COVER PLATES SHALL BE AS DIRECTED Bl (NOT ALL SYMBOLS REOUIRED FOR THIS PROJEC'n ` IYPE NAME CAT. N0. AMPS 2. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH ARCHITECT. DEVICES SHALL BE AS FOLLOWS: � TRANSFORMER � MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. O iNC.�w OR HID FlXTURE --�U GROUND � PRESGOLITE. HALO. INCANDESGENT LC. DN LIC,HT W/e�ACI IT SHALL BE THE CONTRACTOR�s RESPONSIBILITY TO PROVIDE MATERIALS A. RECEPTACLES - HUBBELL #5262 SERIES O-I WALL MOUNTED IJGHT FlXTURE O SPECIAL CABINEf OR EQUIP.AS MOTED A LITHONIA. LIGHTOLIER �XTP-TB15 76 REGESSED 7523qFL BAFFLE FoR WSULATED cE�IN�. �Z� AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. � INDICATES LJGHT FlXTURE 7YPE. � PUSHBUTTON COMROL STATION ' B SWITCHES - HUBBELL #1221 SERIES � FLUORESCEPtT FlXTURE e PHOTOELECTRIC CELL A1 NOT USED 3. ALL EMPN RACEWAY SYSTEMS SHALL_1�VE A �12 PULLWIRE OR EQUAL, AND � Fl.UORESCENT FlXTURE 8 17�AE SWRCH ' � SHALL BE IDENTIFIED AT ALL JUNCTION, PULL ND TERMINATION POINTS, C. DIMMERS - LUTRON NOVA N-1000 SERIES �0 FlXNRE ON NIGHT L1GHT OR EMER. ciRCUrr � THERMOSTAT AT 60�� UNLESS NOTED PRESGOLI E. ALO. INCANDESGENT P.DJUSTAOLE USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF �o-� FLUORESCINf STRIP FlXNRE DMSION 15 EQUIPMEIJT ' A2 LITHONIA. LIGHTOLIER �XTP-TA-21 75 REGESSED 75230SP EYEBALL. 12O CONDUIT, ORIGINATION, AND TERMINATION POINTS OF EACH INDNIDUAL D. COVER PLATES SHALL BE SMOOTH THERMOPLASTIC, COLOR AS SEtECTED (�� TRACK UGHT!�S NOTED OR SCHEDULED � CIRCUR BREAKER CONDUIT. BY ARCHITECT. PROVIDE COVER PLATES FOR SWITCHES, RECEPTA:LES, � DIREC110NAL ACCENT OR WALL-WASH FlXTURE ,pi �oroR otmFr INGAA6�ESGENT SPREAD LI�1'f MTD ON TELEPHONE, TELEVISION, COMPUTER; AND J-BOX OUTLETS AS P, KIM BN-7i 100 STEM 100-A21 BELOW GRADE JWGTION BOX. C,KN FNSFL �ZO ❑-o-p PotF-Mro FlXTURE �rs AUTOA�IATIC TRANSFER SWRCH 4. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH REQUIRED � POSf (BOLLARO) FlXRIRE O FOOD SERVICE EQUIPMENT • � KICHLE2. KAMRO. DECOf�P.TNE 6ATHIZOOM WALL A STANDARD OF QUALIN. THE ENGINEER RESERVES THE RIGHT TO APPROVE � �{ CEILJNG OR WALL 1�(TD. ocR ucH7 C LIGHTOLIER K-5243 180 SURFAGE (3)�OA19 SGONGE (ABOVE MIRROR) 12O MEfFiODS AND MATERIALS NOT REFLECTED HEREIN. 17. PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LE�'EL, INSfALL FACES AS INDICATED BY SHADING VENTILATOR/LIGHT UNIT SHALL BE WE4THERPROOF TYPE WITH HINGED LOCKABLE COVERS SECUZED WITH � DUPLDC E EPTA�CL.�E AT 12 UNLESS NOTED -�G DISCON E�R�eoi.s , f� BROAN. NUTONE S120L 180 RECESSED 100-A21 �Zp 5. EXAMINATION OF BIDDING DOCUMENTS. TAMPERPROOF SCREWS. . C� DUPLEX RECEPTACLE ABOVE COUPITER �- �S� ' A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY, AND 18. FLUSH FLOOR RECEPTACLE OUTLETS SHALL BE HUBBELL #B 2527 WITH BRASS � DOUBLE DUPLIX RECEPT. AT 12�� UNLESS NOTED �- CIRCUR BRFIIKER � � ���� �����An���' - ���� �L�'OW�� ����F1'��� NOT LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF COVER #S-3925. PROVIDE CARPET OR TILE FLANGE TO MATCH FLOOR O FLUSH F100R DUPLEX RECEPT -�- CURRENT TRANSFORMER � ; BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR FINISH. O SPECIAL OURET AS NOTED ��- POTENTV�L TRANSFORMER PORCELAIN KEYLESS INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES AMBIGUIIY � GFl DUPLDC RECEPTACLE AT 42�� UNLESS NOTED � M� � H LEVITON 9�175-2 GO SURFAGE �OAIq 120 � � - � INCONSISTENCY, OR ERROR THEREIN WHICH HE MAY DISCOVER. ANY 19. FLUSH FLOOR TELEPHONE OUTLEfS SHALL BE HUBBELL #B-2527 WITH BRASS � DUPLEX RECEPT. HALF-SWfTCHED AT 12�� UNLESS NOTED � GOLUMBW. LITHONIA. 4'-2 LAMP FLUOK. STR�'. INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADQENDUM BY COVER #S-2725. PROVIDE CARPET OR TILE FLANGE TO MATCH FLOOR 0 TELE-POWER POLE ' -� C2ESENT. METALAUX GS240120LE 75 SURFAGE (2)F40T12/GW/SS 120 THE ARCHITECT. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY FINISH. p� c�ocK otrn�r NOTATiONS , � IAULTI-OUTLEf PLUG STf21P 1 - LOWER CASE LERER AT FlXNRES AND � � ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON swRCHES o b, ETC) INDICATES K STONGO LP2150BLK 300 150 PAR/FL �NCANDESCENT OUTDOOR FLOOD �Z� INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER MEfHOD. IF 20. t�0'� �,I�j�G �O O� JUNCTION BOX IN fL00R, C�UNG, OR IN WALL. gyyRCHING(COIJTROL ' LIGHT. 2 SOCKETS. DISCREPANCIES, AMBIGUITY, INCONSISTENCY, OR ERROR ARE NOT � � TELEPHONE OUTLET IN WALL OR IN FLOOR L ���G� , �2�?�- �c�p p�t�p,A.�.�T ��_p2) IuGlaDpaG.r�r,'T G-I� (��l�tE(2. COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL � p COMPUiER OUTLE�IN FLOOR OR WALL ABBREVIAl10NS • � ��m INCLUDE IN HIS BID, LABOR, MATERIALS AND METHODS OF CONDUR RUN CONCEALED IN WALL OR ABOVE CEIUNG • Is�I�I"�L ��hll� AFF - ABOVE FlNISHED F1.00R CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF -� CIRCUR HOMERUN qFG - ABOVE FlNISHED GRADE M u!�1-('1 I!� t?1/t.'�10 � _ �kk..� t�S�E N . �(7cT',�2� t?�TI , CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE ON 21. 1YPE 'NM' OR 'NMC' CABLE MAY BE USED IN WOOD FRAMING AS PERMIfTED ---- CONDUR RUN BE10W Fl.00R OR GRADE q� - q�UAAINUM t°t� �-J�-�9 (LC? - CONDUR RUN IXPOSED k6u-f��e. I�I�� ��•� F'T�7�� �� �F�Y�-� BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE BY THE N.E.C. AND LOCAL ORDINANCE. -- BFG - BELOW FlNISHED GRADE WRITTEN REQUESTS AS DESCRIBED ABOVE. -E- IXISfING CONDUR TO REMNN U� 71 I Vt�Tb � i��r�:r.cu't �.Ibn.+1i t�ou�lf F�.- T C - CONOUR ONLY M1 ���,�� ���s� �vG� Co0-b�I'� �U ��� ���� ��-�� � I�a 22. CONTRACTOR SHALL BE RESPONSIBLE FOR TELEPHONE CABLE (PREWIR[D) FROM --�E- IXISIING CONDUR TO BE REAIOVED EM - EMAERGENCY . B. THE PERSON SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR ITS INDIVIDUAL OUTLETS (RECEPTACLES) TO THE 2�iG{GP�,�.b, v2��-2 ��2 niwr� uN�ss No�n EWC - ELECTRIC WATER COOLER N STONGO. KIM 920G 150 STEM 150 PACZ/FL ��SCAPE aULLET W�TH SPEAR MoUIIT 12O PROMPT DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF ANY ' -,w-- v2"-3 �12 THWN UNLESS NOTED FBO - FURNISHED BY OTHERS SMELD. 18' STEM. GREEN FIMSH. INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE RECEPTACLES SHALL BE EQUAL TO LEVITON N0. 40249-I. --�- t/2"-4 $12 THWN UNLESS NOTED GND - GROUND � CONTRACTOR OF RESPONSIBIUTY. THE SIGNING OF THE CONTRACT --0 CONDUR UP � GFl - GROUND FAULT IPfIERRUP'TER COLUMBIP.. LITHONIA 4-2 LAMP FLU02. WRAP A20UND. WILL BE CONSIDERED aS IMPLICITLY DENOTING THAT,THE CONTRACTOR 23. SMOKE DETECTORS SHALL BE SELF-CONTAINED WITH AUDIBLE AIARM, U.L. � OM240-A120LE 75 SU2FACE (2) F40/CW/SS 120 -� CONDUR DOWN NIC - NOT IN CONTRACT G2ESENT HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF LISTED AND MUST COMPLY WITH N.F.P.A. STANDARD 74. � CONDUR STUB-OUT - CAP dc I�IARK NIES - NOT IN ELECTRICAL SECTION I►.�G/sl� GE M I I�� �G1P � ---F- SEALOFF NTS - NOT TO SCALE � � �,�� !p � ��� -r�b (� THE WORKING DRAWINGS AND SPECIFlCATIONS. DA.K-'�'- �O�1Z� �I I�l�SN 24. SECURITY SYSTEM CONTRACTOR SHALL PROVIDE ALL CONDUIT, J-BOX_S S UGHT SWRCH AT 48�� UNLESS NOTED Tf -TELEPHONE TERMINAL . 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION (MINIMUM 2-GANG) AND CABINETS FOR A COMPLETE RACEWAY SYSTEM. suescRiPrs UG - UNDERGROUND OF THE ARCHITECT. CONDUIT SHALL BE A MINIMUM OF 3/4" UNLESS NOTED. OWNER WILL IPSTALL 2 - 2-POLE SWRCH � = w��P�F TM��� SECURITY PANELS, WIRE, SECURITY DEVICES, ETC AS REQUIRED FOR A a = 3-WAY SWRCH XFMR- TRANSFORMER 7. WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS COMPLETE AND OPERABLE SYSTEM UNDER SEPARATE CONTRACT. a � 4-WAY SWRCH XP - DCPLOSION PROOF OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES. K = KEY-OPERATED SWITCH +18"- MOUMING H�GHT TO CENTERUNE 25 RECESSED LIGHT FIXTURES INSTALLED IN GYP. BOARD OR PLASTER CEIIiNGS r - n��►�a.ov��o�w swrrcH OF DEVICE AFF OR AFG 8. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL. P � SWfTCH WffH PILOT LJGHT TO ROUGH-IN. p SMOKE DEfECTOR 26. SEE DIVISION 15 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT, � DIMMER SWRCH � FlRE FLOW SWRCH 9. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT PROVIDE SERVICE T0, AND CONNECT EQUIPMENT AS REQUIRED. � MAGNEIIC MOTOR STARTER Q FlRE TAMPER SWRCH _ WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT m MAGNEIIC CONTACTOR Fpp NO COST TO OWNER 27. PANELBOARDS, DISCONNECT SWITCHES SHALL BE MANUFACTURED BY G[NERAL p� FUSED DISCONNECT SWITCH - 30 AMP UNLESS NOTED i FlRE ALARM PANEL ELECTRIC, SIEMENS (ITE), SQUARE 'D', OR WESTINGHOUSE. q+ NON FUSED DISCONNECT SWITCH - 30 AMP UNLESS NOTED �NqNNUNCIATOR PANEL 10. WIRE SHALL BE COPPER, 75°C RATED FOR GENERAL USE. FOR HID FIXTURES �� COMBINAl10N DISCONNECT AND STARTER AND WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE 28. PROVIDE ENGRAVED NAMEPLATES ON PANELBOARDS DISCONNECT SWIT(HES G PANElBOARD OR LOAD CENTER . COPPER, MINIMUM 90°C RATED. SIZES INDICATED ARE FOR INSTALLATION ETC INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF EQUIPM=NT � � SWRCHBOARD, �AOT�R CONTROL CENTER IN A MAXIMUM 30°C AMBIENT. CONDUCTOR AMPACITY SHALL BE DERATED FOR SERVED), AND VOLTAGE. OR DISTRIBUTION BOARO HIGHER AMBIENT INSTALLATIONS. 600 VOLT ALUMINUM WIRE AND CABLE IN SIZES 1/0 AND LARGER MAY BE SUBSTITUTED FOR COPPER ON SERVICES AND 29. DISCONNECT SWITCHES SHALL BE HEAVY DUN TYPE FUSIBLE SWITCHES � ' FEEDERS IF AMPACITY IS EQUAL TO OR GREATER THAN COPPER, AND VOLTAGE SHALL ACCEPT CLASS 'R' FUSES ONLY, AND REJECT ALL OTHERS. . DROP IS EQUAL TO OR LESS THAN COPPER AND SHALL BE TERMINATED AT SWITCHES, LUGS, CIRCUIT BREAKERS, ETC , WITH MAC-ADAPT SERIES "MPT' 30. PROVIDE DYMO-TAPE TAG INSIDE COVER OF EACH FUSIBLE SWITCH,' MACHINE COMPRESSION ADAPTERS OR EQUAL. INDICATING SIZE AND NPE OF FUSES PROVIDED. ' 11. CONTRACTOR SHALL 8E RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS 31 NON-METALLIC AND FLEXIBLE METAL CONDUITS SHALL HAVE A CODE- SIZED TIME CLOCK DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION, COPPER GROUNDING CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIf�D. TORK 7100 � OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER TH{S SECTION. SPST 120V MOUNT . 32 DO NOT SECURE CONDUITS, DISCONNECTS, OR DEVICES TO DUCTWORK �R ABOVE PANEL. 12. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR MECHANICAL EQUIPMENT. H EQUIPMENT WILL NOT BE ACCEPTED AS A RFASON TO SUBSTIME ALTERNATE 1 20 VOLT - MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. 33. WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUI�' rSREAKERS, � - SAFEf`f SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS S��ALL BE IJSTED N PHOTOCELL 13. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS AS SUITABLE FOR 75 C. TORK 2100 . OPERATION LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. SPST 120V MOUNT PANEL NEAR ROOF FACING 14. RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL DRAWINGS NORTH. ON WALLS WHICH, ON THE ARCHITECTURAL DRAWINGS AND ELEVATIONS, ARE - , � SHOWN AS GLASS OR PARTITIONS SHALL BE FLUSH FLOOR DUPLEX ( RECEPTACLES MOUNTED ADJACENT TO BASE OR WALLS. . 15. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, O _ PIPING, AND RACEWAY SYSTEMS PRIOR TO TRENCHING. PROVIDE NECESSARY I O � � � TRENCHING, BACKFlLL, EXCAVATION, SUPPORTS, SERVICE FEEDERS (CONDUIT 20 � M"'"I O AND/OR WIRE), PULLBOXES, TRANSFORMER PADS, SAWCUTTING AND PATCHING, EXTERIOR CONCRETE/PAVING, ETC. REQUIRED. BACKFILL TRENCHES TO 909� COMPACTION 20 LIGHTS �"� Q AND PATCH TO MATCH EXISTING. CONTRACTOR SHALL OBTAIN AND VERIFY ' - EXACT UTILIN COMPANY DRAWINGS AND REQUIREMENTS. ' I � � r_, U ' I � � W � I LIGHTING CONTACTOR � � rTl � � I GE CR260L31322AAZ � W � w p �� - '� 3P30A W/120V PULL IN � ' � V ' COIL OR EQUAL BY SQUARE "D". �j � MOUNT NEXT TO PANEL. � W � � � , XTERIOR LIGHTING CONTROL DIAGRAM z W � ►� w � E � � - NO SCALE � � � � '�" � �/ � � TELEPHONE CABLE N � rT� W E"'� � GE�TERAL NOTES: SIDE SIDE. W � c�.., 1. SERVICE CONDUITS AT THE TB SHALL TB TERMINAL BOARD. h i � O , ENTER THE BOTTOM ON THE EXTREME E PER TOWNHOME CLUSTER � LEFf SIDE OF THE BOARD, PROVIDE �0�„I „ „ �• � � PVC ENDBELLS & TAPE CLOSED. 24 x24 x3/4 PLYWOOD BACKBOARD MOUNTED p . 2. ALL PVC BENDS OR ELBOWS FOR THE ON WALL - MARINE GRADE IN CABINET. GATE HOUSE � � � SERVICE CONDUIT SHALL BE 36" RADIUS. HOUSE PANEL PANEL � � U 3• MOUNT TB RECEPTACLES IN LOCATIONS AS #6 BC GRD TO 3-#8. 1-#10 GRD. 1'C � DIRECTED BY TELEPHONE COMPANY LOCAL GRD BUS. ' � a V " � � � � � � � � v 1-#8 BG. 1/2" � FIELD PEDASTAL ENCLOSURE. N VERIFY EXACT LOCATION WITH FIELD PEDESTAL ENCLOSURE. VERIFY o e.c. ELECTRODE � US WEST PRIOR TO EXACT LOCATION WITH CATV COMPANY c�� PER N.E.c. � GATE CONDUIT ROUGH-IN. CAP PRIOR TO CONDUIT ROUGH-IN. '� ' HOUSE CONDUIT STUB. CAP CONDUIT STUB. � ° " 200/2 #a e.c., t/2°c � ZDOA FRN-R �� � 200A SOGKET O _ r M ��,.r�.,. �.,. �Ri°^ 'Yy .C'�:'P� ^I !9 �':'2 �.�,''ew'"� ��.,� ��y_ � � ' � 4� 3 ° � �� ,yy � , „ PP.D MOUNTED TRANSFORMER �M `" �' c `� �' `� ,�,� � � �� � 30 BELOW GRADE. � i � o GRADE BY PLBLIC SERVICE GO. B,C. E CTRODE ' PER N.E G. �"" .� � � � "-,, ..°"' ,r �'�, � � i � �*-� 120/240V, i�. 31.J �: � sy" i ',� �....� �.._ �, r--�r � '..,�, � � CD � 1 , � E � C � O '� � � � �' o � � - BY.___.._...__._C.�iF'�t-- ----------- =--- -�:T�� �� y.� , � � �, � 3 FAIR CABLE, 1"C SCHEDULE 40 PVC CONDUIT WITH 2�� CONDUIT TO BUILDING. � � � - SCH. 40 PVC. MEASURING TAPE PULL LINE. VERIFY SIZE WITH US WEST. , NOTE: 2"C TO BUILDING. VERIFY CONTRACTOR TO MAINTAIN A 36" SIZE WITH TCI. PO Box39 CLEARANCE IN FRONT OF ALL TTB'S 3-1/0, 2'c. 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AMPERE MAIN �.c� . �oo AMPERE BUS �����; � � �� ���:Y � LOCATION MECHANIGAL 200M MOUNTING FLUSH LOCATION GATEHOUSE MOUNTiNG SU2FAGE ���� � �.: T CIRCUR CIRCUR � W� _ t CiRCUrr CIRCUR 4 � � LOAD OUTLETS BUS OUTLETS LOAD �� � LOAD OUTLETS gR�� BUS BR�� OUTLETS LOAD > > BREAKER BRE4CER '� � � LOAD DESCRIPTION LOAD DESCRIPTION � �m LOAD DESCRIPTION LOAD DESCRIPTION � � LINE A LINE B � � � � � e � � � LINE A LINE B �,Z c�-, L1Nf A LINE B �c ur�s rn� � e nt� ures ac LINE A LINE B �� ��; ', 1 1500 SMALL APPLIANGE 1 20 20 1 1 �PA2� . '� 1 2� 6ASE64ARD HEATER 1 2 20 1 2 1 LI['�F{TS 445 2 � ���� " 3 1500 2EF21G. 500 4 3 250 15 20 1 5 EXT. LIGHTS 500 4 ; ' - 5 1500 MIGROWAVE 830 (p 5 55 EXIT GATE MOT02 1 1 15 15 1 1 ENTRY GATE MOTOR 535 g � 6� - 7 3450 GENERAL LIGHTING 1 15 DiSPOSER 830 Q� 7 535 EXIT GATE MOTOR 1 1 15 15 1 1 ENTRY GATE MOTOR 535 a � 9 2450 OISNWASHER 1500 10 9 0� `�MJ�S L�GI�T'S '� 1 20 ZO 1 1 GARD 2EADE2 SYS. i00 10 - � 11 CLOTHES WASHER 1500 12 11 teov Kh��•`� LI�7�Tg �' l 2v II I-�1�PS�dPE lr`ib 12 `��. . � fi 13 �Pls�.� 14 13 5�'A�=� 1 '� I hlf�l�l 20� 14 °� ' 15 40 SUB PANEL 'Ca' - 33l O 16 15 i 5 Paf�� ` 16 � ' p _ - 17 2 - �a42 18 17 h��'�`!�� 2 �8 � � 19 15 1 2 BoILERS 6-t eo 20 19 p i�c.;,.��N.�c.T Q.o 20 21 15 1 SM'-1 GG5 22 21 � � ` " " - 23 20 1 3 EXTERIOR LIGHTS 540 24 ?.3 24 • ` 25 20 1 IRRIZsATION SYS. 200 26 Z5 26 ; � 27 15 1 GF-1 ��5 28 27 28 � - ` 30 � y - _--- 29 - 15 Hi.,p-1 �35 30 29 f - �� � ` ` 31 SpA2E i 20 2 - �35 32 31 32 - k 33 ZO 1 TELEPHONE 34 33 - " 34 r � � 35 3o I t�2`(E fL 25ao 36 35 � � � I 37 2 � 25vd 38 37 " 3a � 39 � � �L-�'T�Ic. }zd�t � M� 40 39 -� � F ,. ` ° - 41 1 ' dcno 42 4� � 4Z ` G450 4950 SUB TOTALS I'33"12 IdG'Lo I¢�S5 13�b5 SUB TOTALS (x`�� ��� � ' . 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' NEAD GONp. � � � `� _�__-� • -, � � � . r N \ 1X4 W7 �'RIM ,i 3X6 WD ALL Ai�OUND � TR�M SEE DOOR SGN. �TYP� �AINT. 3X8 Wp TRIM . - PainT P�R s��� . � T1'�. INT�fi�lofi� �oo� �AM� �AGKER ROD � SNIM ti5 51-IIM AS (�EAD SIMILAi�) REQ'D�TYP) �TY�� REGi'D , � I � JAM� �-I�AI� ^ �-I�A� , � � 6 � . � . , R�- M�6. TYP ; STOP MOLD � � RIPPED 2X10 WD Ti�IM � 5 IM AS — 2X6 WD Q,D i � , 3X6 WD TRIM S�ALANT AND � � F ------- TRIM �AGKER ROD � f � (TYP) � - ' _- ____ , STONE I �, � SILL — � ' 2X6 WD � LA6 �OLT AS � REQD PER M�6. � --------- � 1X4 W D , , TRIM(TYP) Ti�IM � Q � � � s�a�. nT aND W � � � 2X6 WD ' � AT WOOD �AGK R i�OD Q ! TRIM i i � O si�in6 cTY�� U � � , , , - - - - ------------------- T1'P � � � � W � W � ' C A AC� �00 JAM JAM� JAM� � � � U � fi� i� � R JAM� � � , ,; 11 �EAD SIM v � OPERA��E SNUTTER 2 w o o � �` c � w � � w � � � � � W � � S�-IIM AS � � REQ'D(TYP) REQ L�(TYP) � � o � � , � � Q 3 i�2» � cs> >�2�� � cs� Q �+ N (TYP) (TYP) W � GOPPER GONT. GOPPER � � �L6 WD SILL - FLASNIN6 � � � � o c� PEG. Np ', � � 3O SPLIT FAGE � � H 2X6 WD �D6ES�TYP) ' , , SANpSTON� � TRIM ' 5/8" 6YP �D ; Pi�IM� � PAINT 1-1/2"± � 6" 1`IOM '� . STONE , NOTE: M rn , � GLAD GASEMENT WINDOWS PER � SPEG . GONFIRM R.O. W/ °' � m � e M�R PRIOR TO �'RAMII`i6 OPEi`IIl`I6 � 0 ` � 3 j T�Ii��SNO�D � oo � �NTi�1' �ooi� si�� SI�� � �� � 4 1 , � . '" ,. . . � ... _ . . .. .. ;� , � , � � _ NOTICE According to Colorado law you must commence any legal action based IMPROVEMENT LOCATION CERTIFICATE upon any defect in this survey within three years after you first d�scover such defect in no event, may any act�on based upon any I hereb certi that this Im rovement Location Certificate was re ared defect in this survey be commenced more than ten years from Yhe Y Y P P P date of the certification shown hereon �C'D FEB 2 �+ 1g9� fo� Colorado f-bme Improvements , � _ that it is not a land survey plat or improvement survey plat, and that it is ' -- - not to be reled upon for the establishment of fence, building or other future 1 0' x 1 0' improvement I�ies �COLUMNS � I further certfy that the improvements on the above described parcel on ��' this date, 2/�1/94 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the des ribed premises by improvements on any ad�oining premises, ✓ except as indcated, and that there is no apparent evidence or sign of any � 1 p�, O �K- �y?��� r:� g.s�0� J'� easement cro�sing or burdening any part of said parcel, except as noted l0 24 0' �, I � /,/ / 8526 6' � o// Date _21����--- -�� _ -�_ � � � � Stan Hogfeldt �O 3 Colorodo P L.S 26598 N85�9• _ � I� 8529 8' / o � O� � �RIDGE HEIGHT TYP ) � � N OTE � � THIS SURVEY S-IOWS THE IMPROVEMENTS IN THE BUILDING ENVELOPE AREA ONLY, _' �� QTHtR IMPROV[MENTS MAY EXIST ON OTHER AREAS OF TRACT C OR UNDER SNOW 2 STORY WOOD � =4' � �' �� TnaT ARE NOT SHOWN FRAME BUILDING (UNDER CONSTRUCTION) o NO TITLE SEAR;H WAS DONE FOR THE EXISTANCE OF EASEMENTS OTHER THAN cb SHOW�I ON PUT r 24' �A� �414� U��� 22 0' co CONC 3 3' 10 7' PATIO DETAIL OF BUILDING SCALE 1° = 10' WATER VALVE � SP� TRACT D I � FIR\RANT --�� qppL f c T�ACT E S � o REEK 3 � �� �43" R�AD / 1=31°44'03" 8 00 E — 122 3 �50' /� � R=125.00 LOT 1 N 12°58' 17" E — 50.00 �s No DRIVEWAY 2 w� L=69.23 / ATSU�RVEY F 75 00 12 4' 33 , � T=35.53 � ^ �c=ss.35 I � /o 0 0 0 � OUTLINE ao/° C6=5 v��0��42» E ^v/� OF BUILDING N 88°16'29" E — 257.20 �I � �/ � N 14°40'S7" E — 50.00 ,4 6�� � S 45°17'41" E — 35.99 � � _ JS O N SEE DETAIL N �����'4,3' W � OF BUILDING � � � ` �.� BUILDING ENVELOPE � ' '—— _ _ TRACT C 85 2,� ' � � 47,279 Sq Ft `� � � � _ _ -- - _. O � — SIOPE MAINTENANCE & 20• — — -- — — _ _ 1 _ _ _ — — — _ — _ ❑�—SEWER SERVICE STUB ACCESS EASEMENT O O - - _ _ � UNPLATTED 20' SLOP — — — — _ -' - E MAINTENANCE EASEMENT — — — N '-' � — — _ _ 1=08°53'44" —— — �`' R=975.00 TP,ACT F m L=151 .37 SPRADDL N 84��2�47�� w — 338. T-75.84 E CREEK 80 � LC=151 .22 R�A� (50' R.O. '� CB=N 79°45'55" W w•) � � SCALE: �" = 30' IMPROVEMENT LOCATION CERTIFICATE DATE OF SURVEY: 2/21 /94 A PART OF TRACT L , APPROX Z� OF SNOW ON LOT AT TIME OF SURVEY SECOND AMENDMEN— TO SPRADDLE CREEK ESTATES ()THER FF�TURES MAY EXIST BENEATH THE SNOW WHICH ARE NOT SHOWN) TOWN OF VAIL 41199 HIGHWAY 6 & 24, EAGLE-VA�L Po BoX ,�3o EAGLE COUNTY, COLORADO EDWARDS, CO 81632 ' (303)949-1406 SanEcker 2�22�9� JOB No. 1996 � '} , t j::; , ' . � ' �' � i I \k ;'��� • • • , ' � .� i�) ,. /. 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'� � � f/IiI1��1����ti�T/� �,�.'` '` �„�,.,�, ;i �Y/�►'��.- , .' � � _ _ � �1111 �� .... ��. �i �.�� ► - '' •' ��� l�,� -. -��+��-�����►����i �, � �i�� `.�� � ,. �i � �?� . �,�,/►�r�ir����� �► `��s� � .--.. r -T-.-�.�__-_._-.-,.�-.� -.--`---.-.-_-_•._�-� -_. _ �—._�,,.,__---•—•-- , � _ ._ _ - _.�. .._.W.�.,-_...-... _....,»�.....-�.o.-.a.....v-..m.-.� .......a.._._..- ,-R..,�,......�,.........�...�_.,-.m.,.-_„ -`-, �---,_•�-..r--�--.. -....._-. r-.e-•-- ,•-____�_-_-_,.,....,.,a..,,s-._.-�. , . _ ...,----,-�,.- , ._ -^--•--•�---^----...-...+�.....-� n�--„-,.a-..,....�.,._ . .�....�.�.-.-.g--.r-..- i .' � . ,Y�t GENERA� N4TES " � ` - . - - _ � - 1 DATE OF EXHiB1T: OCTOBER, 1998, • _ ; E. � 2 PEAK LAND SURVEYING, ING DID NOT PERFORM A TlTLE SEARCH OF THE SUBJECT � � � � PROPERTY TO ESTABLt5H OWNER5NIP, EASEMENTS Oft FIGHTS--4F--WAY OF RECORD. _ � �� - NQ TITLE POLICY OR COMMI?MENT WAS PROVlDED TO ESTABUSH THE EXISTENCE i ' � ' � 7HERE�F.- BOUNDARIES AND EASEMENTS SHOWN HERE4N ARE PER THE RECORD PLAT. � 3 NOTlCE: � , ` ' � " ACCORDING TO COLORADO LAW YOU MUST GOMMENCE eNY LEGAL ACTION BASED uPON aNY DEE'ECT IN THIS 5uRVEY WITHiN THREE YEAFS AFTER YOV �iRST - � QISCOVER SUGH DEFEGT. 1N NO EVENT, MAY ANY ACTON BASED UPON ANY DEFECT so o �s ao 6o t20 , - W TH1S SURVEY' BE COMMENCED MORE THAN TEN YEAFS FROM THE DATE OF - CERTIFICAf71DN SHOWN HEREQN. _ �,�� .- . _ _ ( IN FEET ) � - 1 inch = 30 ft � THE SOLE PURP�5E OF THIS EXH161T !S TO SHOW THE l.00ATiON OF THE • 1 � BUILDfNG UNDER CONSTRUCTION, OTHER FEATURES AND BU(LDING EXIST I ` - WHICH WERE tVO�' SHQWN HEREON. THiS EXHIBIT WAS FREPARED UNDER - � - - MY DiRECT SUPERViSION, IT IS NOT A LAND SURVEY �LAT OR �, IMPROVEMENT SURVEY- E'LAT. ` ` - � - �� ' _ ,, - _ � �,,�`y,� pJ3sJp1/�,! �. LOT 8 , ,- _r. l I.L 2 ��' - __��' _ ' —�`°� l�f>✓ ' , . -- � - . .� ;,�e og�eum��� �� �-�.. - LOT 9 � �= QATE SAMUEL H. ECKER �q o���t' ��1Q�,'r�'�, c°� - ` - W , _ COLORADO P.l..S. No. 300<31 _���� '��o � U ; SP�,� �� . _ . . - �� m ��fl�� : �= D p '`� � � � _ � o . �. w ,�� � -.`� � �-- � . _ e • d,� y : �� a e� e"` R�r� W , i � �A• aQ \ ry / �� °eaeA�• C���\ ��' Rp,q� TRACT- E �' � r- _ t ''%,,'��''��l ����� ����`� l�q�, S , - -_ '��-�13rE�,s�3,�,,�� ` T D � O R � _ F o! � - " , '�„ ' VV, De(ta=31'44'03" W - «� �z�. S?�.��,43� R_125.00 0 , ; � � E _ L—fi9.2� � - �- - � � 85,�.�'° $9� 122•32� CH=68.35' � _ - � , c� 6�• � - _ .� __ LaT 1 � �• �a � 8ro9��m �,B=cJ6��09�38��E L � � � `� �� alTiJNE OF BUII.DING � � TAN=3�.53' � � , , � vrro� crnvs�rucnoN ,� � 1 < 64� 52' t ' . ' � " '16'29"E — 257.20' �� �` � I N88 � = � _ r.. _ Zs oo f � ! ` - = l� � � N12'58'i7'E - 5 00' S77Z71•43, 2 � '� ` ,�(l,/ � ` s3.pp• ' ��'► I ' � J� � �s �� - ..� Q � �t7�n ��'' t ' BUILDWG I �Y � �� � r � •� 0,= TR A C T C ENVELOPE , c � � _ ' 85.27' O �.�, ..,`� i.085 ACRES � 't�- � '�'�'--- 914 J ,- — - �--� � � 20` � i SLOPE MAlNTEN/NCE & � _ , �,� �`�� `'` _... _ ACCESS EASE4IENT � � , 4 �� ...���_ _.—` I ` �a — N 1' : - Deita-08'53'44" ` ` � � —+� --- -- -_ __ � � �� � m � 20' SLOPE MAIN1ENAtVCE EASEMENT 1 —� i , �-- � ^ T R=9?5.fl0' `----- -- ' � --— _ _ � - � —__ ; e_ -.� �, � L-151.3�' —---— _ oa ; � � _ . . , j 0 _ \ t � � Cl�.151.22 N8412 47"1N — 338.80' N ` k C6=N79 45 55 W , � `� - �PRApp�E e��E ' _� u .�� rA�-��.a�' � RaAp ----- -- . � � - �� � � �50� R.�. W, . P N rRq�r F � O a f � - ' � Q F � C ` t _ 1 � � � � REC'D NUV. 1 1 1998 . �, - � � . � ����n/� �� ��J D '�� �r. 4 r�y � - „ � , � �", E�C H f 61T DRAWING DATE: 10/27/98 ! % r�\ - ^ �1� Z �� K S A ES QRAWN 8Y: .�ONN � a I-� , ��e ��c� �` ,D AMENDMENT TO SPRADDLE CREE E _ 5���, �. - I� `� N QF `IAIL �roa No. 457 � � - LE CaUNTY COLORADO � � � 1flUQ tion's R�dga Loop. Su�te 3—B. Va,l, CO 81657 (970)476-8644 - - � �� �- � �U-�„�-�` r , � � C� . - � - � � � ^ , - „ (t�S��`��.y\� _ - _ , - , > > "'/ � �� � . - _ _ � ' ° � � �/J'f� � � _`U � � - �� � ��, � _ `� ` 6 � � � �� � �N I � � , � .. � _ -_ � .n� - - - .� a.u_v.._��c...�_i�.._..._�..�__i.�e�..—.�..�_e�r....r.__ _..��+..._. ��,.�_�ae�.��.�_..v.._.___....1 _____ ....�.�.,.�c._—__ ___ r.� _ __�.�u._ ��_m_ �...�..a__ �.�_�._J' � ` cra. �_�,.e. __s._�._..� _ �_.�.�a.__ _J..c__._ s...�.i...._...i.��za._. .._�...�.. .r_�..__.��.� �_ _� � _..._....._.�...._�d _ _ __..�w.. c _._�.._'_ .w___ .� .c ._—� _�c._ _ _� .v.��c� �_ _t__.�_ _ �...— _ �..�` __...___,_..... __ � ' _ _ _ __ _ _ _ . �_ ��'�-a+���.�. �._ _" __-._ _ _ �. _'_—. _ ,��..,w.�....._..,.,.._ �� �- �_ ,.,.---.�-- ________� _ _ _ ; , . , GENERAL NOTES a 1 DATE OF EXHIBIT: OCTOBER, 1998. ' 2 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT — A PROPER�Y TO ESTABLiSH OWNERSHIP, EASEMENTS OR RICrITS—OF—WAY OF RECORD. NO TITLE POLICY OR COMMITMENT WAS PROVIDED TO EST�BLISH THE EXiSTENCE THEREO�. BQUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECDRD PLAT. _� � 3 NOTICE. ACCORDING TO COLORADO LAW YOU MUST COMMENCE At�K LEGAL ACTION BASED ' UPON ANY DEFECT IN THlS SuRVEY WITHIN 7�HREE YEARS AFTER YOU FIRST �o , 15 � 60 120 � DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACT101J BASED UPON ANY DEFECT iN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF - CERTIFICA�ION SHOWN HEREON. ( IN FEET ) . 1 inch = 30 ft � � - THE SO�E PURPOSE OF THIS EXHIBIT IS TO SHOW THE UCATION OF THE I BUILDfNG UNDER CONSTRUGTION, OTHER FEATl1RES AND 3UILDING EXfST � WHICH WERE NOT SHOWN HEREON. TNIS EXHIBIT WAS PR=PARED UNDER MY DIRECT SUPERVfSiQN. IT !S NOT A LAND SURVEY PIAT OR � y� IMPROVEMENT SURVEY PLAT. �,,,�,�t�Ea''�`/j'!>r�,,, T ` {r,� a��+;�i�° 4�'�V ��F €F i( S�r�lf�l� ` L O 1 8 i �f � � se+�am AC e(�{?��. ., - l�Z��f ____ �________ � ��� `5��� �=� __ �oT � W SAMUE�. ECKER � ` ` DATE = °`' 0 � ° 3���°! ° �' � 1� U COLORAQO P LS. No. 3009Tr,� 0 : °� S`Pp� — � ��a .a�,`�� �T pD ~-- ` > ' ���,��a. a•o .��,� �C� �R � ._ --'' - � � � m�,am�� �1�, ��K ��'''!>;�/�'Al �� � ,�``` w '�'e�a�,��agat�a���'`' rR R�AD TRACT E � � ACT p �50' t� �- ,-- - �` ' 0• IN,� Delta=31'44'03" W S��.��,4 R=125.00 O �2�0. - i� FF �_ 3�E �.. , L=69.23'_, �- . �. 0 6t• $5,2r 89ao �22•32 CH=68.3� , LOT 1 � ° 3. Zso R�� E�m . , � � . o �$ � 8529 4� CB=S61 09 38 E cli � � � `n �� WTLINE OF BUILDIN6 $ I TAN=35.�3 � Z , urro� covs�ucnoN n � 6 4. 5 2' � � ( � N 88`16'29"E — 257.20' S'�ro �3 . � ^ � � 26 pp• � � -� � s N�s•sa•�rE - s oo• s>>�,•43 e ` 2 � � �oo� I �,`S�'j, I - . � , ` _ _ 1� � •�q� $7� w + � " � O O ENVE OPE ( ' .� o; TRACT C � � 1�-� 1 085 ACRES 85.27' � � � ( �� �"''�-`'•--� � 914 0 , � ~ I SLOPE MAINTENA�CE & _.�,s ` ' 20• � ACCESS EASEM[NT � j _ ,, ��� — �. ,_ `.... _.., " __^ �_ , ( � —..__..,__,_ `_` `_ ' N , De�ta=08'S3'44" � ` ` - � -- - - --___ _ � m 2a� SLOPE MA1WT�►�q�� �ASEMENT s } i ti . R=975.Ofl' �-- � -_ _-- --. _ __ __ _ _ � � L=15'!.37' � ' o � ° CH�-9 51.Z2' N84'�2'47"w _ , 1 N - a � � - CB=N79'45'5�"W SpRq 38•80 ti � � rAn�=7�.s4' �DLE CREEK R�A - -___ _._. � C�o� R.O, W, , �' TRAC T F � . � � 0 > . 0 z , � ° � ��'�i� ` � �C��-NOV � _ � � _ � - � � � � � � p , � EXHIp�T DRAWING DATE: 10/27/98 � - — �,,K TRACT C� DRAWN eY: �o�N r � � �.�„ � � THIRD AMENDN9ENT TO SPRADDLE CREEK ESTATE ; � 5��„�, �. T4WN OF VAIL � �. Joe No. 457 � � EAGLE COUNTY COLORADO - o �000 t�on's Ridq� Loop, Swte 3-8. Yarl. CO 81657 (970)476-86#4 . cn . i v - ti � � � , , _ + ' . � , . , < _ � .__ _ _ - ° -- - - -- - - - ---— •�w_ ��- =_._m_� __��...._� ---�---°-____�_____ —.- ----- "___ ___--- - �---- --�- - �.._.o...�..._._..._..v.. .-_,-_- ,,.��-..,,___-�.._ ,_ d _ .� _ � �_ � � Y . _w �.���.�,�..........�...,...�.�..��..._._...� �. _.._.�.,__.—_ � --- - - - -�. — .�-_----,- _._. _ -,-- � _ _ -�-- --- - - - �- �__.____._____..�.�...._..-_ . - - � , � � � _ . � GENEftAL NOTES " 1 DATE OF EXHIBIT: OCTOBER, 1998. , � 2 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT � PROPERTY TO ESTABLfSH OWNERSHIP, EASEMENTS OR RGHTS—OF—WAY OF RECORD NO TI7LE POLICY OR COMMITMENT WAS PROVIDED TO E�TABLISH THE EXiSTENCE . THEREOF. BOUNDARIES AND EASEMENTS SHOWN HERECN ARE PER THE RE�DRD PLAT. ' ` 3 NOTICE: , � � - � ACCORDING TO COLORADO LAW YOU MUST COMMENCE �NY LEGAL ACT10N BASED UPON ANY DEE'ECT IN 7H1S SURVEY WITHlN THREE YEAF5 AFTEa YOU FIRST � � DISCOVER SUCH DEFECT. IN NO EVENT, MAY RNY ACT1�N BASED UPON ANY DEFECT ao o �s 3o so 120 ; � iN _TFiiS SURVEY BE COMMENCED MORE tHAN TEN YEAR3 FROM THE DATE OF , " CERTlF1CA710N SHOWN HEREON. � �. . ( IN FEET ) � 1 mch = 30 it THE SOIE PURPOSE OF THIS EXHIBIT IS TO SHOW THE L�CATiON OF TH£ BUiLD1NG UNDER CONSTRUCTION, OTHER FEATURES ANC BUILDING EXfST � WH(CH WERE NOT SHOWN HEREON. THIS EXNIBIT WAS FREPARED UNDER , MY DIRECT SUPERVI510N. IT IS NOT A LAND SURVEY PLAT OR " IMPROVEMENT StJRVEY PLAT. ��ra11t°r'�;;=i;x'e��,�� LOT 8 ` _ °��� 3��� ��! . ` `�^�0. �'� � t,�1[��,' ���/ __« ?-�-'y --- --- ----- �!°�`.��� �-��e �'; , DATE SAM EL H ECKER � �a`� �"�•�o = ` L�T 9 w COLORADO P.L.S. No. 30a�1 e ° = s`p � U _ -� • 3flfl91 ; °� _ � � • ° � � D - �. � • � > �. � • > • CV D/ � ` �y i�� �'oe .���\a � �� /� _�' 1 � e " / c� •���s�,° � ` 1 KR w ////��������io�iA��S�``\` rR,�e Q�ao S , TR4�T E � _ _ � T p � 0 R �- � ' �• �� Delta=31'44'03" W � +� r2�. S��.�',43� R_125.CO � I� Ff �„9 E _ L 69.2�' � ;- 0 6,• $5,22 89� ��2•32' CH=68.35' t.� _ -__ L�T 1 � o. ^0 250 8�D2E�ELEV� CB=S61'09'38"E I t!i � `� �`t � WTUNE OF BUILDING B � TAN=35,53' � Z , urio�rr corrs�ucnorr h � sa' 1 52� ' � I a N 88'16'29"E - 257.20' S»b,'43 E' ' � � � __ . ?6 pp � � ^ s N/2'S8'17"E - 5 QO' S� x a - � w� �b�'43 E ` 63� I ��� � � �' � ��J 0 � ��� $,3 -, . O O BUILDING ` � ' •� Q' TR AC T C ENVELOPE ' � � � � �`'�-��,,,� 1 Q85 ACRES 85.27' O . 1 �_ '-�--....� 914 ' ` I ° ``~ � "'— � � � 20� SLOPE MAINTENAVCE & � ' — —�., � ACCESS EASEAENT - � ' : » `�� � `_' _`--_` - ---- _ ! N , Delta=08'S3 44 — �- - - _ _ -- _ _ � m . �_ _ _ i ± 1 R=975.00� 20 SLOPE MA�N1�NqNCE �qSEMENT ' �---— i'' ' ' ",— � —`— — m L=1�1.37' — — — -- o0 � - � CH�=151.22' N84'12'47"W _ , � � : � �6=�v�9'�5'S5"w SpRApp�E � 338,gp �? � � TAN=75.s4' REEK Rpqp --- .— �' T (5Q� R• � W. ° RqC7- � � N O 1,�1 ' � p� y g�a � p� �p g,p ���9�+� 9 H F���r��'V7'�.�i�d _ � NO�,��� ���.�,�,���,�.� ���� _�> , ,�. � _ . �, � 1�0�! _ _ 1��� � �° ,���`���1� 1 � ��°a� ' ,� �. � , � - , �� - EXHIBIT � ��' �yK TRACT C� � DRAWING DATE. 10/27J98 - � - �� 1 THIRD AMENDMENT TO SPRADDLE �REEK ESTATES QRAWN BY: JONN ° 5��n�. �, - TQWN OF VAI L JOB No. 457 4 o f000 tion's �dge Loop. Suite 3-B. Vad, CO 81657 (97�)47&-8644 ` EAG�E COUNTY C�LORADO � � _ _ i J � t � ! 3'e,� _`'.E_ �� �.,._�� — � + _. u�.-� _.� _ ��.c�_�.�_—�—" _ _ _ _ ,_.�..� .__ ___.... �_ ' _ __' '_ _ _ `_ " ' " _ ' _ _ ' ` _ _ � _ � ' _ ' _ __ _ ' "_ _ _ _.. _"_ ' _ ._ — _ _ _ u _ _ ___ ' _ _ __� _�.. ___ _�' __' _ _ _�._��J �� � � + � • • • • � S ec��icat�ons Pro ect D�rec�or raw� s I dex - � h I�l . p J � � GENERAL CONDITIONS MECHANICAL & PLUMBING OWNEI2 s�RADDLC cREEK EsTA-res SHEET NO. DESCRIPTION � Geneial Conditions governing thts Contiact and the woik set forth �n tlle follow�ng General S✓stems Descript�on-Meclianical, �IUllll)117�, siiowmelt and heat�ng systems MAINTENANCE ASSOCIATION specifications and accompanying diawiiigs shall be per the Ownei's prepaied Coiltiact foi foi this pio�ect aieto be piovided as "Design-Build" by the tespective subconttactois foi tliese 9l4 Sp�addle C�eek Road Constiuction "Standard Form of Agreement Between Ownei and Contiactoi" wheie the basis of po�tio�ls of the wok T11e detailed desigri of tlle mechali�cal, pl�unb�ng, silowmelt aild heat�ng Va�l CO S 1657 A 1 Pro�ect Dir•ectiory, Drawings Index, General Notes & Symbols, ' payme�It �s a stipulated sum (AIA Docuinent A101-1987 Editio�i) Ileieafter iefeiied to as the fixtuie and p�oduc.t Co�i�r,c� Lu�s D'Agost�ilo Building Systeil�s Descriptions and Spec�reations systems u�cludingsizuig of oveiall systems, components, layout and �outu�g, Contiact, and "The Geneial Conditioil� ofthe Contract foi Constiuction" (AIA Document A201- speeifications (w1Li7 not otheiwise p�ovided), ai�d compl�a»ce with all appl�cable building codes Phoue (30�}377-5333 A2 Site Plan, Getleial Notes & S�tework Deta�ls 1987 Edrtion) heteafter refeiied to as the Geneial Condrtions � , and iegulat�ons shill be the iesponsib�lrty of the Contiactoi 1 A3 Lower Level Floo� I lan Copies ofthese documents aie available foi inspection �n No Name A�ch�tects offices oi ARCHITECT NO 1�AME ARCHITECTS A4 Maii1 Level Ii loo�• Plai1 Overall D�sign Intent-The oveiall �nte�it is to utilize and/oi upgiade tl�e existing 0121 l�idea�va L by oideiing through AIA Coloiado, (303)446-2266 No contiactual ad�ustment sl�all be nlade as lllechanical & plunbing seivices located at the existing Caietakei's Cottage to piovide necessaiy y `�11E' AS Roof Plaiz a result of failuie on the part of the Contiactoi to fully acquaint h�mself and all other part�es to lequirements for tle pro posed New Addrtion The Contiactor shall ieview the existin g s ystems Glenwood Sp�ings, CO 81601 ihe Conhact wrth the condrt�ons of these contiact documents Ca�tcrct Dav�d R Aigo, AIA A 6 Nort h & Sout h E levations , along with the pro�osed requiiements of the New Addit�on to deteimine tl�e most cost effective � and appropriate m;thod of integiating the mechanical & plumbing iec�uiiements of the pioposed Plione (970)945-6738 A7 East & West Elevations and Building Sections A & B ' �iENERAI RE UIREMENTS New Addition to he existuig Caietakei's Cottage Contiactoi shall suUm�t detailed pioposal of A8 Detalls ,�..., R STRUCTURAL MONROL �. NEW�LL ENGINEERS, INC S 1 General Notes & S ecifications and Wall & Floor Details � all system compoients to the Owne� foi �ev�ew and appioval of final�zed system des�g�l and P �, 1 All labor, inateiials, and equipinent foi this pio�ect shall conform to the latest components ENGINEER 1660 Seveiltee�ith St , Stiite 350 S2 Foundation, Main Level Fraining & Roof Framing Plans o Denvei, CO 80202 applicable editions of local, state of Colorado, and national codes and ordinances If Systems Components-Items to be addressed in Mecliaiiical & Plumbing Bid P�oposals S3 Roof Details � Co»tuct C�a�g Cai ioll d�sciepancies between those publications exist, the most stringent requirements shall apply �nclude the followng -- , , ., .,_, C 1 Topographic Survey o I hone (�0�)62� -�927 ,� 2 Tt is the mtent of these drawulgs and specifications to establish a standard of qualrty 1 Snowrr�lt Heat System iocated at new d�ive�vay, walk�a�ays, sta�i b;: land�ng L 1 Landscape Plan �-� � � consistent wrth the existing Caretaker's Cottage When not specifically called out as otheiw�se, 2 Floor G•ain at Main Level Conciete Floo� Slab � °'� all aspects of this project shall confoim to the "Building Standards" established in the original 3. TrenchDia�n GEOTECHNICAL KOECHLEIN CONSULTING ENGINE�RS �� constiuction documents and the Pro�ect Manual far the Caretaker's Cottage prepaied by Zehren 4 Drain Iilet at Plantei A�ea ENGINEER 12364 W Alameda Paikway, Suite 135 ��� � � &Associates, Inc and dated Octobei 11, 1993 Lakewood, CO 80228 � � �� � � 5 Wall Hrdiant 3 These construction documeiits weie devised in con�uct�on w�th the oiig>»al 6 Exhaus Fan to Exterior at Trash Dumpstei Co��tnct Scott Myeis � o 0 , Bu� � n Summar � - - tiuction documents foi the Caietaker s Cotta e Some mod�fications to these lans and P h o n e (3 0 3)9 8 9-122� g � � t` cons g p �� � � specifications inay be requiied if as-built conditions vaiy fiom tlie oiiginal consttuct�on e� documen ts T he Con ttac tor s ha l l ieview any con flic ts an d dise�epancies wi t h t he Aic h�tec t S U R V E Y O R P�A K L A N D C O N S U L T A N T S, 1 N C � " 1000 Lion's R�d � Loa Suite 3-B MAI N LEVEL AREA 624 S.F. � � � before proceedmg wrth new conshuction ELECTRICA�. � �' ��� w 4. Contractor shall conduct a thorough review of the existing condrtions at the pro�ect Vail, CO 8;657 LOWER LEVEL AREA 591 S F � site includin the interface wrth the existin structure, in order to familiarize liimself with all General Systemti I)etic►•���t�on-l�lectiical and l�gl�ting tiystems fo� tl�is ��io�ect �jie tc� i�e � � g g Contact Sam Eckei . . ' p�ovided as Desi;n-f3uild" hy the tes��ect�ve subc,�nUactois toi the5e E�o�t�c�nti c�i�tlte �voih l l�c Pllone (970)476-8644 �I � aspects of the pro�ect and to more fully understand the extent of the construction documents p�ioi detailed des�gn ortl�e elect�ic,��l systei��s �ncludmg svuig of ovciall syst�;n�s, c,on�ponents, lay��ut �� � � to submitting a bid proposal and iout�iig, iixtu�� ai�d pioduct spec�fications (when not otheiw�Se 1�►ov�ded), and compliance ����� ���� � ���� w 5 Due to the nature of the pro�ect, a selective amount of srte and building demolrt�on � w�th all appl�caUle butldin� codes and iegulat�ons shall be the �es��ons�b�l�ty of�thc Cont�ac,to� � will be required, as well as relocahon of existing uhlrty service Imes Any existing or potential pverall U:s�;n Intent-1 hc ove�<jll intent is t� utilve and/oi uE�,i��dc thc ca�st�ng *NOTE: Allowable Area= 1�2rJ0 S.F. for Serviee/Maintehanee � problems uncovered during demolrtion or relocation of utilrties shall be brought to the � , �Icct�icaf se�vice bcated at the ex�sting C��etakei'� C'ott�i�c t�� piov�dc necc�5a�}� iequi►ements • � Archttect's attention immediately Field coordmation by the Contractor during construction is use per Amended F�nal Piat. . o � foi tl�c p�oposed Tew /1clditi��n 1 hc l;le�tii�al Contiac,t��i sl�all �cvic�� tl�c c�i�tin�� systcm ��long i imperative. Contractor's bidding ofthe work shall make reasonable allowances for unseen with tl�e pioposedloadin� and �e�vice �equuements c�f tl�c New ndditic�n tc> cictcimu�e tl�e nw�t � eondittons c���t efiective and�ppi��p�iate method of�ntegiatui� the E�owei ancl elec.ti��al icyuucn�ente of thc � � 6 Contractor shall patch and repair all existing floors, walls, roofs and/or ceilings as ; p�oE�oSed New Adiitioii t�i the c�.isting Ca�etake� ti ('otta�e Elec,t�ical C onUac,to� 51�a11 subinit required, due to demolrtion and/or new construction Return all finishes of damaged oi deta�led p�o��osal 01 all 5ystem componei�ts to the Ownei fo� iev�e�v and ap��i oval of final�led remodeled areas of the work to match existing conditions 7 Contractor shall coordinate all aspects of the pro�ect including Architectural, ���l"" ���s����� `��"�"'����"'��`"�` • • Meehanical/Plumbing and Electrical portions of the work prior to commencing construction Systen�sC,in���onent�-ltciu, tu l�� aciciic��c�i in 1 Iect�ical I3id N�oE�osals include tlie ��' I d' � � S'�'��� g � . . 8 All products, supplies andlar alternates sub�ect to Owner approval follow�zlg , MAIN LEV�L � � �,��QF CO(O�w 1 3) �nteiio► f7ouiescent suif�ce inounted li ht fixtuies w�th l�st�c ���0 � � � Descr� tlor�s Q � leiis to be bcated at �»a�t� gaia�e ar1d c�ildeis sto�age area Piovide oi�e switcl� p G e n e ra I ���G� R, EXTERIOR FINISH MATERIALS ad�acent tcoveihead dooi DA ARGO Stone Veneer-Native Colorado mossiock �n a six-inch nom�nal th�ckness w�th vaiying 2 1) iilteiioi flourescent suiface inounted light fixttne with plastic lens ��oOn� 8-2455 to be locatcd at tiash dum ster ioom Piovide one swrtch ad acent to doois 1 Do not scale diawings � sizes laid in a random pattern Mortar�o�nts to be tight-fitt�ng aild deeply iaked Appea�ance to P J ��� �� ' match ex�sting stonewoik at the Caietakei's Cottage 3 'owei & switch for exhaust faii at exterior wall tiasli dumpstei ioom 1_otivei I_e��e! F/uo�-4" conc,�ete slab w�th W W I� on mc�istu�e � Dimens�ons a�e to face of st�id, centeil�ne, gr�d l�ne oi face of ��C�. �y`�� Cut Stone Wall Ca and Sills-3" th�ck Coloiado Buff sandstone wrth g�outed o�nts at 4 'owei & hook-up for oveihead door motoi �nchiding eate�ioi and ba>>>ei ovei 4" giavel base oi� com��acted subgiade /�/ G v p J conciete, tmless noted othei�vise SED A� appiox�mately equal spacuig of 30" (+/-) o c Cap stones to be anchoied to subshates as �equned interior wall-mounted manual swrtches /l�run I.ei�e! Flno�-4" min�mum thick»ess conciete �lab on ���ateip�oof and set in fiill bed of morta� Stone cap to have natuial cleft and snapped edges a►�d slope as 5 �lect�ic fan-blown un�t heatei mounted at ceilu�g n�emb�ane ovei plywood sheathing on floo� ie>>St5 (N���c� slope ; Refe� to Sheet n 1 to� typical I3u�ldu�g Systems Desciipt�ons � sl�own ul diawings 6 4) duplex GFI outlets loeated at 42"' AI�1�-final location to be cent�al bay oi ga�age to iloo� d�a�n at I/8" pci fo��t nun>>num) Heavy Timber Beams-Weste�n Red Cedai with ie-5a���n teatiue deteun�nec �n the field by Aichitect ' Wood Decking-Douglas Fli 2 a 6 Tongue �� CJ�oo��c wood dec{.u�<� w�th �e-sa���u �e�t�ue LOWER LEVFL CEI LI NGS -� � Denotes dc�c�i type Refei to plans io► doo� locations � � O 7 4) mtei�oi flouiescent suiface muunted I�ght fixtu�es with plast�c f Olt'Cl I.L'1'CI CL'/�l/l.�'-S/�'� l )t, �l ) �)C� ���ICeC� 'll llI1C�CISIC�C Of f�001 Hor►zon�al Wood Siding-Spec�es Westein Red Ceda�, G�ade Velt�cal G�ain, l3 oi � y} ' gy} � � lens to be �paced equally Piov��e one swttch ad�acent to dooi oists •�°' � Bettei, Pattein 1 x 6 Tongue and G�oove w�th Ea�ed Edges (patte�n no 1 iil:L), �I e�.tuie Sa��� J 5 � Deuotes w�ndow Cype Refe� to plans foi wtndow 8 �lecti�c fan-blown unit lleate� mo�mted at ce�l�ng M�nlr Lei���/ C'e�rlur�f-S/S' type X gyp bd o�l 6 mil vapoi bauie� placed locat�ons Refe� to Eateiioi Elevat�oiis foi o e�able � � textui e on exposed face � P � � , Boa�-d and Batt Wood Sid►nb-Species Westein Red Cedai, G�ade Vert�cal G�au1, 13 oi 9 4) cluplex GFI outlets located at 42" APF-final locat�on to be at undci 5�dc ot �ouf_t�usses «�ith IZ-�f liigh etif ic�enc,y batt w�ndo��� s���ing �nd�cat�oi�s Bettei, Pattein 1 x 10 Boaids w�th l x 2 Battens, Textu�e Rotigh-sawn te�.ttiie detetminec�n the field by A�chitect insulat�oi� � � Exterior Trim-Species Weste�n Red Cedai, G�ade Vertical G�a�n, I3 oi I3ettei, S�zes EXTERIOR 6 I'iov�de all nec.essa�y i�lock�ng �n stud walls and ceil�ngs � , 10 Prov�de power & installat�on of custom decoiative exteiio� light R04FS Locations inclt�de, but a�e not l�nuted to ce�l�ng and wall- � � ' Vaiy-See D�awings, Textuie Rough-sawn te�tuie fixtures sh�►wn on drawin s Include an allowa�lce of$750 for tliese decorative , � Wood Shake Roofing-No 1 Giade I�andspl�t and Resawn, kiln-di�ed Weste�n lZed � T�pic��l RourCedai sl�al.es on �ce �, wateishield slleet wateip�oor �iiounted l�ght fiat�ues, plumb�ng and mechan�cal eqtiipmeilt, light fixtur.s membrane ove� plywood slieatli�ng o�i inanufactured ioof tiusses shelves, counteitops, etc Cedar shakes, 18 inches long, 0 50 inches th�ck at butt wtth � 1/2 ulch weathci ex��osui e and � 11 Piovide heat tiace system at heated guttei & dowilspout, and also at RoofAbove Stai��-Cedar sl�akes oil ice & wateisliield slieet wateipioof � � srte-made iidge unrts trench dran , Roof and Wall Flashings-16 �z coppei slieet flash�ng to be used at all visible locations membiaile ovei 2 x 6 T&G wood deck�ng on iough-sa�vil tafte�s � MECHANICA� & HEATING SYSTEM EQUIPMENT � � Heated Gutter & Downspout-16 oz coppe� sheet--S" d�a half-iound gutte� wrth 3" dia 12 Pcov�de electiical & powet �equi�ement� for all n�e�hanic.al, heat�n� WALLS � iound downspout and snowne(t heat systems compo�lents and devices (including items to be T>>tca!E�terror Wrrlls-5/8" t �e X g}� bd on 6 nul vapo� baiiiei on � � � �� YI l� � upsized oi upg�aded w�thin Mechanical Room at existing Caretaker Cottage) 2 x 6 wood studs wrth R-19 batt insulat�on with 1/2" ehterioi � DOORS & WINDOWS plywood slieathing and Tyvek aii & moistuie baiiiei Refei to � � I Flush Wood Doors-P�ov�de flush wooci doois as shown on plans, capable of acce��ting Exteiioi Elevations foi eateiioi finish (Note Piovide 4'-0" high � � iough-sawn Westei7i Red Ceda� tiim to match ex�sting doois at Woikshop ent�ance to ex�sting waulscot of Fiberglass Reinforced Panels (FRP) at inside of main S m bo Is & Abbrevia�ions � ^� Caietaker's Cottage Provide door hatdwaie to match existulg level, ulcluding Trash Dumpstei ioom � Overhead Doors-Piovide Oveihead Dooi Co "Piomark Series #126" wrth tiacks, Loil�er Level Furred Walls-5/8" �e X gyp bd on 6 mil vapo� baiiiei � °A�� supports and accessoiies I�lclude electric dooi opeiatoi, exteiioi and mterior manual swrtches on 2 x 4 wood studs at 16" o c wrth R-11 hatt ulsulation placed ` W i and two hand-held remote contiol dooi openeis against inside face of below grade conc�et�oun���� h�' � � Wood Gate-Provide allowance for cedai gate and latch haidware indicated on drawings Beloiv G�•nde Fou�r�latio�i Walls-Spray-on w�t proo�it�����p�1�'�tectton � Aluminum Clad Wood Windows-Piovide aluminuin clad wood windows inanufactuied boaid and Miiafi manufactured wall �����oard �y,ste laced .�s� above FuR furted(ing) �Mr pavement � 11 ���th �Irl: / EARTiI AFF above flnlshed floor GA gage,gauge PLAM plastic laminate � •� by Semling-Menke Conlpaily(Semco) iri sizes sllown oii diawings Piovide siinulated divided against conciete foundahon wall spr�footin �; � AP accesspanef �� galvan¢ed PL plate �♦ j AC acoustical GC general conVact(or) PW plywood lrtes in patterns shown on drawmgs Color Forest Green Also provide msect screens for all `� �,1/'1 '� rj S PORUS FILL ADD addendum GL glass glazing PT ���t �r operable window units 0 � \� µ` y e D o o ADJ adfacanl GYP BD gypsum board PSF rounds pe^e quare foot � �Tt �"�° v- ALT altemate HDW hardware PSI pounds per square mch �V � STRUCTURAL CANCRETE AL aluminum HDR header PL D De�1Y �` � �1eA (� ._ " ° a ARCH arohttect(ural) HTG heating QT quartylde � �E! u BASMT besement HVAC heatng/venhlahng/air cond REF reterence � � INTERIOR FINISH MATERIALS � HESAL BRG beanng HT heighl REFR retnge2tor BVL beveled HC hollow core RE re�ntorce(d) (ment) Vaiioity ot Permit BIT bituminous HM hollowmetal RE�D required Gypsum Wallboard-Provide spray-on light orai�ge-peel texture finish to all exposed BLK block HoR honzontal Res �a5���e�� Sec 303 ( 1 METAL (9HALL 3CALE e i9 U B B�KG blocking HWH hot water heater REV revision(d)(ing interior wall and ceilings Contractor to provide pi imer coat to wallboard prioi to application of , 9TR 8 9HFET1 aoT �nom w�� �nclude(d) (mg) RH rght hand issue Date � texture finish ermit ot approvil of pians an� BLDG bullding ID insidediameter R nser ,�(,�I(J �O, 1998 anee or ranting of a p �pT carpat(ed) IBC installed by conVactor R8S rod and sheH � jh@ � �?___�=° PLYNOOD CSMT casemer' ISO mstalled by owner RD roof dram i fo�. �=-' � » nL'P�ifications shall not be construed to be a a�m t calk ing)caulk(in ) INS Insulate(d Qon) RFG roofin Fiberglass Reinforced Panels (FRP)-Provide 4 -0 higli wainscot of FRP at inain level violation of anV of tne provisims of this d'�-=-_ ° ��� c 9 � 9 _ j7 roval of any l CLG ceiling INT intenor RM room RQVISIOf1S � � � unsdication 'he issuan / _ CT ceramic[Je �C �arntors closet RO rough opemng � walls (including Trash Dumpster walls), including all requiied accessories Color to be selected �r ot anY otner ordmane,e of the ) ��-��= w000 FI4ISHED kitchen ws �o� hsawn ' by Architect from Mfr's standard colors , t�ermit based upon plans, specific��io�s,and�t�►$� �� — �_ ��R ctear(ance) KIT 9 COL column �p,M laminate(d) (S) sealant(extenor) ��t prevent ihe i/ui�din9 ott cial �rot�h theroaftK �e4uir�n CONC concrele LAV lavarory SHTG sheathing � �t—+^.�1 �d �: - HOOD ROUGII CMU concrete masonry unR LH 1Ph hand SHT sheel �� Interior Millwork & Trim-Provide paint-grade picture frame wood trim at interior �� � "°w"� ' ' -ir�eet�on of errerg in � p � '��� �', coNSr con5cti�no� L length snn sheet metal window and door casings Species pine, Piofile 1/2" x 2 1/4" wrth eased edges �,, c�(�, �(,� ����� CONT contlnuous LT light S�M similar � / J' � ,�� INSULATION (6ATT) �7 control�oinl LTL hntel SC solidcore lQCPR copper LVR louver S south � t CUST custom MH manhole SPEC specdicanon(s) PA I NT SCH ED U LE � : t I��< <� +� DTL detail MFR manutaclure(er) S� sQuare E�T� . I�t, r tI t' [NSULATION (R[C1D) �I�t'��t:lIt�t ��t�t DIM dimension MO masonryopening STD standard ` �''r� DR door MTL matenal ST steel EXTERIOR. py�rC, drahing MAX mazimum SD slormdram r DRYHALL pF dnnkmq fountain MECH mecharnc(al) STR sWdural ��� � �7 • p� I ♦ 1 I .1 ( � E eest MC mrdic�ne�ibmet TEL teieptione � Sta�ned Wood Tr�m JICIIIIU TIII]�)CCS CX ��OOCI �JCCI�III�l-I�IOVICIC ? CO�1tS OI ELEC e�ectnc(al) MMB membr�nP 7y te�ewsron � �� r' �c-2"��-��� EL eievation(s) MET metal THR threshold � � FLEVATION 9Y�1fv�[, elevator M meter(s) 7gC, tong�eandgroove se���i-t�anspaient o�l sta�n--Olympic E�.tei�o� Sem�- I ianspa�ent Oil Sta�n (1 S "I I-S-70b) APPRD�p � -- ----- � � ELEV � i E� equal MM milhmet�r(s� TSL top of slab F'CI'1'OUS MCtSi�-��IOVICje � flI11S�7 COc�tS OVC1 ]�11117e1 CO�OI t0 I11dtC�l 1C��8Cellt WB�� �O■.�'O�VA'L ezhaust MIN m�nimum 7ST topotsteei finish (typ�cal) ������Q�R� t t_�,1�- - ExH - � EXG existmy MIR mirror 7yy top ol wall I111�C�11011: pESIGN ,�fir �4 - C�I� 9ECTION IhD1CATIQN EX7 extenor MISC miscellanous TB rowelDar IV C t[ I< RC��� � � FOC face of concrete MULL mWhon TR transom Job Number #97138 FOF (ace of finish MNF inanUf»cwrer 7 tread FOM face of masonry MW microwave TYP �YP��� ' � � � face of studs NAT natu�al VB vapor Damer Drawn By pRA C'hQCk9�BY DRA G nSUI7l �Y Wil�� S StC1ilS-OdO1�CSS Sellll-GIOSS A�}� CI I;178I11�� I��n�sh--2 coats ( I � � OELIIL I9DICATION3 FOS VERT Y1' y y y pATE. �I --- �' �2� p�ry finish(ed) NR nolse reduct�on vert�cal �I OVCI �aSC �l llllei C031 LOIOI t0 lJC SC�CCte� h�' �l(,IllteCt � FF finished floor elevation NOM nomin�l VAT vinyl asDestos tile /� FE flre extingu�sher N north VCT wnyl compostion ) • � f re de artment connecUOn NIC nol in contract yyC water doset Ferrous Metal-I �ovtde 2 finish coats ove� �JI1111C1 �O�OI TO 1713t(.�] d��ilCCllt �Vil�� P�NNER. FDC �rehoseconnrdion NTS noltoscale yyp waterprooflng I FEC fire extingwsher cabinet OC „ fin�sh (typ�cal) � c on scale WyyF weided wire faDnc � � —� FPL fireplace OPG openmg y.� west pp fireproofing Sprayed pPP opposite yy width/wtde �- � "� FLG flashing OPH opposite hand yyDW W��dow ��, v FLR �oor(ing) OH overhead yyp withoui � aint or c�ain w�d � � � � � FD Floordrain (P) P WD f FTG footmg PR pa�r ,j �'1, ''•'.,__ "- - , FND toundatlon pK parking s `�'�� ` FBO fumished by others ShBBt NUfilbBf r„�`° + � � . , ����� Finish varl�s - yec plan �� _Mc3x. Soulder Size —� Refer to eoile repxt for IUaIIs leas th8n 2' taii - _ �pd RelnPorcing conc mrx requirertenta . _ _ _ 5" D�pth- •4 e 32" oG each wey Ad ecent vmt �ariee g to and �8" max. boulder dim. Fin(shed grade variea -'' J t' p Ulatls reatcsr than 2' tali - - aee plane 10" Rnd. cast iron 6" Dapth- •4 m I6" O.G each way bottom of atatruay - see plans 2��� gax. boulder 9�ze Gom acted sub rade -�� I—�I I rdte „ Pr'ovide textured non-sIip MIn. ulder Size p g � _I I I_I I I 4I�� g 1/2 Expanalon ,(oint surface on all conc aurFacea Filt6r fabr(c � � • I/2 Builnose w/ • noaebar BO �� 4 Dowel wfth reesed aiseve full etep width,� cir. 6 la er ranu�ar backFill -���I�I ��= g �� To half of wali - � � 24" o.c ell ex otnta " mIn boulder dtm w/ �4 perf. P.C dratn Itne Heavy Duty PVG drain � "4 Dowe( w/ qreased sleeve �� 8s re uired b the Soil's En — basir'( I�OdC� Integral hydronic anowmelt x^�t � 12 o.c w�reeta(rwa abuta Bottotr, hdlP of wali - q g' by others Fin grsde vartes conc_ pvmt - tep i bo� ae rec�uired 18" min. boulder s(ze � Thickened �lab at all 5ee plan ,�.: �s ,io e i Pipe size and pvmt, edges and �olnts � vd•�ooc � _ and tnvert per pians �i�° x ��� de�p — � • � Control 1 � -111 � I ln" Yaries 4 � — — — — Jo nt F '�I I :� . ;r� � � , ee Pla � I �, 3 �; NOT F,��min, �. � So�slders ta match II ""° � � oth� ro��ct ston� -I I I �'— Gompdcted subgrad� • . e ; � �'` .,,, . � � Install walls at the � work -peview bouldera ' �- - 5" D th Pedestrlen Pvmt • � r !a directfon of the a roval rfor to ���=���_) � �-�') � �- � ~ ., , � ,.] , • i i II � x w/ Owner's for i i�—, ,,—� p b . 8 y o , o �� i_ ''";�• a� ,4rchttect tn the field. � �p• , NOTE: ; a , ' ° • d,r , � 6 Depth Yehicular Pvmt • ' .: 1�1111I II '. '• �Q- w Intent ta to create � p p • . . � ,. e. w/ tntCgral hydronic enowmelt � ' , ' Lm � ` j � � Drdtrl Inlet 'B' to be 'im" Drdin Basln ' � ' ' a � •' ' �� II II � , r � wm � variations in the _ ins llatlon � ,l I f=1 I I— ' =1 I 1=1 I I I-1 I I I-1 I I-1 I I 8ygt� by othera 12�� � >N Q wal� facs to aUou� -¢ ' as manufactured by N top last USA, Inc., —I I-1 I I I 11, I I 1= I-1 I I�I I—I I�- �� ::� ' ., a�,d planttng poc�ts. 0 C"40�� 532_24�3 � '�' � Ex.� For horizontai surfaces BuFord, C�eorgta, , , ,,—, ,,_,� , - � - • � or equiva lent � �2�'� �e-top =I Fin, rade vaN�s . '�t $° 8" and bottom � �_ 5� p�an Gompacted subgrade 1-I/2" Max. ProJectton � ` T for e f I nos(n ....� NO1_ CCompactron per Sorla Report) „� 4� „ 9 � r' ' 'I c � 12 o.c. �ch way . .� � Bury bottom boulders 4 � i. Refex to solls re ort for conc mtx re utrementa °t� �l/2 to I/3 m(n ...K D ra�n I n I et x p q �2a a b ttom 1 ' ���,•� � �t � Provide IndTvidu8l bouldar � Gompacted subgrede � • ` � `'' at baee of wall to raduce � , � p p p °•��' verttcdl appesra+�cs oP � (Com actton er So(Ia Re ort) i wd l l fdce. � ' � Concrete Pavement 12° { _ � � . . , � � � Bauider Retain�ng Wall . �°,�;` � Concrete Stair � �� � �-� �-� . � � _ �.--- � �.. . � � �� � �. ~ �� � LIMITS OF SITE DISTUR NCE � � � . . ... . . . . . . . . . . .. . . . . . . . . . . .. . . . . ., . ... . . ... . . . . . . .. . . . . . . . . . . . . .. . . . .. . - �� , Entry Gates ��he�'aI ���� � SPRADDLE CRE K ROAD � 1 Exrstuig s�te infonnation is based upon a topographic survey prepared � � by Peak Land Consultants,Inc 1000 Lion's Ridge Loop,Suite 3-B,Vail, G�7 Colorado Phone (970)476-8644 Addrtional copies of this topographic � survey can be i equested directly from the Surveyor Extend Existing Curb & Gutter New Concrete Pan & Planter atehouse Planter 2 The Contractor shall comply with all of the requi�ements of the soils pprox. ��' Curb Cut @ D iveway and geotechnical repor[as prepaied by Koechlein Consulting Engineers, { Mailboxes �'15 +� .5 12364 W Alameda Pa�kway Surte 135,Lal.ewood,Colorado Existing 8tone Bollard Phone (.iO3)989-1223 Contractor shall not�fy the Geotechnical Engineer , and Lantern immed�ately�t ground water is encountered duimg eacavat�on Contiactor • shall also have Geotechmcal Engineer piovide open-hole inspection of the �(7 . --�1 / pro�ect e�cavation p�7o� to initial conc�ete woik foi foundation : '` �f On-Grade 1— - - � 3 rt +13 Exit Gafes �pF 0� ' P ar ki n I � 0 � 3 The Construction Limit Lme is the cont�act Itmit ltne Do not d�sturb .` O�Q� ; g a � any eusting trees or vegetation des�gnate d to remain or locate d outsi de o f Q` `'y QO 14 ;�_ �� � a„ I � the Construction Limit Line without prior approval of the Owner Contractor � ; ~�� � I � � . shall be iequued to restoie all disturbed aieas wtuch aie affected by lus woik ' �� �UL 14 � to pie-consn-uct�on condrtion,or according to the Landscape Plan DAVI R• ' � —— —1 — — — ARGO ' ; W�1 12 Aew Co erete Driveway� : 4 ConU acto� shall vei ify existmg site information, mcluding locarion of B-2 4 5 5 � V �-'� . Existing Conerete Driveway , structures,utilities,property lmes and easements,limits of roadways,and �e� � � � v�th 3n�►wmelt 8ystem � 13.5 I : curbs and gutters that may affect the scope of woik,prior tQ beg�nning site ��C ��, 1 . � �_ \ : Wt�'fl gh wmelt 8ystem constiuction �CN G�� � • - I . � : SED A� . Drain Inlet Connect to Planter ' � �� PNO osed Contour 5 Contractoi shall verify the location and routing of all existing utilities at O � � � p �+�p•� @W COhC�ete Wa�lkway & 8tair Treneh Dr n & Daylight � p� 'Ch � : the pio�ect site prioi to imtiating construction Proposed relocaUon and/oi , • � _--_-- H e a t e d T r e�e h D r a i n . I , re-routin�o f util�ty s e rv i c e s s h a l l b e c o o r d i na t e d b y the Contra ctor and shaIl � � � � �_ _ � New 8tone Bollard .+. 12 I : receive proper authorization and appraval by the appropnate utility company � ' F" pg : with Lanter ; New or relocated utiliry hnes and services shall comply fully vv�th the � � `— : � �.�Drainage 8wale +13 . �� � ; ..� "—'—'r- �OW gt he WB�� I : requirements of the appropnate utility company � � • , : 6 The Contractor shall obtam all pernirts and pay necessary fees pnor to ��:.3^'J O c� � • � ' I TO Rid e . + 4 : imtiatmg construct�on All work shall comply v�nth all construction � � � �S —�—' ---- � Elev 8531�-0�� : ; requirements set forth by the Town of Vail and the Spraddle Creek � � � � � �,�. : Arclutectural Centrol Committee In addrtion,the Contractor shall submit �,,� ; e r �� ( • � . an Improvement Location Certificate(ILC)per the requirements set forth (k� � m� • �.q T•�•W_�� -� �e • by the Town of Vail Design Review Board prior to requestuig a frammg �'"""" � . �/�_ • • � 04 _�—_ B'Q'w'_Ej'�-�" � : I : mspection by the Bwldmg Deparhnent �� �` A ; �� Dayligft Trench Drain . . � '�" Portion of Existing �� � � Road cuts and any other construcUon m road nght-of-way shall conform � � �" IVew Boulder;Refalhlhg WaIIS � Top of Ridge Line of:New Buildi� Envelo e with To�vn of Vail and Spraddle Creek Estates' development requirements. ��i To � Rid e • I r W II o mai Bou de a t Re n g {� . � �� — . �� � �� . Elev.—$53� -fi I ; 8 All work shall comply with all applicable codes and ordu�ances � � � • 02 _� Elev. 8524 - • . : � � � � � � \ ; : 9 Grades shown on the Site Plan are firush grades Subgrades required to �� ���� � • • I ; attam fill or topsoil placement are not reflected Hold fuushed grades for �� : • .}.OL#, ; planting and lawn areas 3"below top of adJacent pavement,and/or curbs �� �.`� • 8500 --' --"" � \ I �., 6 � : , Conflicts and/or discrepancies with grades shall be brought to the attention n,� � • I '�'j� � ' T.�.w.=4'-��� ` ' �' '4 ;� : of the Arctutect immediately and prior to proceeding with the work �� � . � B.�.W._����' + \ �_ :-- � I ;�- Line o� Previous Building Envelope . gg � . � � • + : � , � Existing Contour (typ.j `� • I : �� . � . 02 . ' 9s ( � ° • --� +oo o errace � ' � � � � • • � � • � : • o � __ __ 1 � 9 +02 linelof Roof Overhang; �'� � } . g4 r • • � ��- Property L�ne : �;3 ��� .� s� , — -� \� ss : �.� � � ' : � : �k �"�:� � � 90 -- \� : �'�� ; ��� r �- � � � . . �-�.� � ;# � . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . . . . .. . . .... . . . . .. . .. . . .. . .. . . . .. . . . . .. .. . . .. . � 88 �_ • ������,.�,r:: � is�,o o�� .1u! �0 ��''�� � � � a�.:• � $v ��� Rev�s�o�s � Existing Boulder Retaining Walls �' � � �–� � � � � sz�! �. �._ �� so_� 1--- ____ -- ss � _ 1` `` �` � —_ `_ —� �A a 78---�. 80 _..� `_' "`F �_.����.,�.�� �g �''–'82 ; T �T C � �.���,�.�.�����,m����_��, 1. AC E3 North ��5�:�,�w,.� ��!���� .._f�_ �. - s � �85 R � � � , . qNasweet�•�'?s—v` � L^y J'" � G''..'ti .d �j d':s�i �r„. 'J�� s z. . PROpOSED ADDITION E�CISTING RESIDENCE � � - .� 3�.twX` ��_�_� ����F=y�� _ oe � f � � r�� ��,� > _ �� � � } ! i � Seale: 1/$��_��_�„ � _-_ �- � � � � h y ` 1�,�` - µ�-,.�'���_� t ��� � �. . � , �- � �� � - � , � C.� ci� � 00 , Ga � � a � �� �� � i � �''� �� ca � �--- � °� . � �� � � � , � � � � � �� PROPOSED ADDITION EXISTING RESIDENCE `� � � � � � � � � � A � A� , Conaete Wall P�pF CO�pA� �,r0 O " Exisfing Gas Meter q� R. � � ' ARGO � 2 x 4 Fu ring wifh R-11 Batt Ihsulation M 8.2455 � � @ Inside Face of Expos;d Concrete Wall ��c ���c�a� � o FN�ED A�G� � � o� Line of Stone Veneer Above � 10'-10" 12'-3" 8 � "' 3 t/2" � 3 t/2" Mech. Room ,� O � � Storage - � � I �oncrete Stair & Landings ^ � � � B � Nith Snowme�t System � p° A7 1 I � � I � � o � o i Structural Posts � � � � � N I � � • � .�. � — Portion of Existing Re��dence � � Wall-Mounted Light Fixture -- o Boulder Wall to Remain � � � � _ Workshop uP � � � i � � o � � � � 3D7d � +04 Storage � o � o Lcwer Leuel Slab ^ o� EI;v.=8504'-0" � +04 Remove Existing Slab & Replace with � � � � , Lar er Landin & Snowmelt S stem � Inside Face of Ext rior g g � � Structural Wall � � 4 A Wood Studs � � � � O O� M � — � � -�.. �� ..� � � � � Existing Elect. Meter & � � Stone Veneer with Cut Stone Cap Disconnect to Remain Terrace � � � 6'-0" 12'-3" 6'_9" tssua Date ,U'� 10, ��,�� � 25'-0" ���—Qu Rews�ons � North ,,,„�„� , a � N L .�_�.�.��..��� E LEVEL PLA � �. � � Job�Jumb..r *�9�-��� � Scale: 1/4��_��_0�� ��n ��,"v�R��.�.,�;�..�`. � . Dr�vm E3y Cht" ��`'y ''� 3� 3 �."'�, ""''"".,,,� J �� f �� . ` � �' . � � M1 � .� . �� ,, � L� ��+.��--t,�-- � 5 ,% -1 � � 4 � ., �.�� � �t-'"'��. - { . , r._—r p ,... � u�..w..«..�...,��.��.,.W.a...::�.�. .. �..r.,„�. .�.. ,� � 13'-0" 11'-0" o .-, o�o 0 SP � Rqp � o � L � E � C � � � REE � � � KR � � pqp � � � o °' o � � � � � � o � � � . � Existing Stone Bollard with � ° � �° Light Fi ture to Remain +13 � ,� r� ¢ � � b� ° � � � � .-� 0 6'-0" 12'-3" 6'-9" New Concrete Sidewalk Existing Concrete Driveway with Snowmelt System with gnowmelt to Remain � — � N�w Concrete Driveway I � with Snowmelt 3ystem � -� Wall-M unted Light +13.5 ( Fixture at 6'-0" Ht. PORCH I OF C LO Planter Area I I .�P� �p Line of Cut Stone Cap � —Trench Drainiwith Gat Stone Bollard with Light Fixture � � ° o Heat Ta e Da li ht I I • o r„ p � y $ � � �� Low Stone Wall I DARGO � v' _ +13 � � Wa� Hydra t +13 � � Line of Roof Above _ � 8-2455 ' � � I +12 � e�� - ❑2 � � _ — — — — -- � -�-- — ����hsE paG�`,��v � 9' W.x 8' H. Overhead Door Wn• 'o � � � I � Trash Dumpster � ' ^ � M ( p � E�" High Cone. Curb � p'� I � , � � o � � ��� (� Perimeter Walls � +14 � I � � � 11'-4" 12'-9" — o a -� � � N � Planter Area Existing Gas Meter to Remain � � � w I ^- .— N e w C on c re te S tair � � � � � with Snowmelt System I � � - - \ i Remove Existing Windows I � � Sh�W low P rking and Relocate at West Side � �' � � � I � g _ ( �I I of New Addit�on � Structural Po \' � � � � � Floor Drain A7 ' ' - N � � Cinders Stora e � � � EXISTING GARAGE EXISTING REStDENCE � � — � I � ► �2-s x 22-s � � o � I' I , � � � o � � NOTE• � � � � � � Slope Co�c ete Slab to loor Drain Relocate Existing Windows _ I ^ I I � � from Ewstmg Garage I � N ( Portion of Existing � � � �_ \ Boulder Wall to Remain - � o. ^ i I I re of Structural � � W n �m Above \\ � � r I � � i � � � \\ � , Ihside Face of E terior � � ( Structural Wall � � � �+ •— ; � i � � - � c � 0 � � � , i 0 � � _ _ _ _ �. � � � = � � I � � � � _ _ _ , � i � � � � S�_O►� �/�f�_�r�— — -- n�_�u —�— — — — — — — � v SS.IE .2fE DEC� July �0, i998 A ' � HP�.�Sin(�G 1 � Line of Roof Above A� 25,_0►' 11'_p�� � � � � L EL PLA � � 3 Scale: 1/4"=1`-0" � �' � NO�L !oC �umber �97138 0� � r� ��aw� g� DRA �ne�KE� a�f pRf'� � � � �`�E � ti � , ��� �,.��'� � t p � � , k ....-...\' �...~ /7, } t . �,�-�+ C f � ' .,��,'�`°,�"C"��„�'�"' � `.7 . �`a,`l._°'.^'e�`, . . ��1 i' � _ '<_ - , *--a O . ca ,_, o�o 0 0 . � .,.� .� �� o � c � � o0 c� � � c.�a � � � � � � �" � � o � o � • �� � v� w � � � �` � • w w o � � � � PROPOSED ADDITION EXISTING RESIDENCE � -� � � � � � � � � 0 r- -r t- rt A �- --� �- -� 6 x 12 Heavy Timber Purlins Q� Heated Gutter & Downspout-Tie Into �pF CO�p , Trench rain Below & Daylight ,�'� �9� Note: Match Slope of Roof __ _ _ _ � � • DAV R• _ o Pitch at Existing Residence I � ARGO � � I I 8-2455 . � ,-_ — — — — — — — — — �___= I v� I I ��C ��� � ( — — — — — — — — — — — — — — � — — — �NSED AR�� ( � � I � � I I � ° ► o i � i � � I Cedar Shake Roof I � � � I Top of Ridge �� � � Elev.=8524'- " I � � � � 810 e � � � p � � g � Down Top of Ridge � � A7 � �- �tyP•� I Elev.=8530'-6" � � 4/12 12/12 12/12 ( � � I �— N .- - . - � o I � � � � I � — ��-o��l I � To of Rid e I • I � �, � I Elev.=8531'-0" I � � �° I � � � I ( . . . .. I � � . I 2�-°�� � � � I . I I � � I I I I � a I � � I . I I � I I . .. . � •- � � _ _ _ .� _ _ _ _ _ _ _ _ _ _ _ _ _ � � � o —� � c� � � � c� �d � �' � Remove Existing Roof Located Issue Date ��ly 10, 1998 above Lower Level Entrance 6 x 12 Heavy Tim er Purlins Rewsions North � � o � � � 3cale: 1/4"=1'_0" Job Numbe� #97138 ��a�� g� DRA �'�ecked By DRA ' `� � � � '� ���'``�'�:� ,.1 � � ��� � _�C� - \ ., . � � - _ � .� • 1 � E.�CtSTING RE�iDENCE PRf�POSED ADDITIQ�1 � . �� ° - . , , • , `�� f 2 �� , o • e �`� � To of Ridge 2 : _ 1 � �{ _ �,, - Elev.=8531'-0" � i 6 x 12 Heavy Timber Purlins � � 0 a - '� Board & Batt Wood 8iding �� Wood Lourered Vent ..... ' � � o� t��-L_ o �-� - _ � Exposed Raf#ers with � - � � � � � - � at Cold A�ic s ^ A T � 1 � - '� ' Wood T&G Ceiting .�2 3 ^ �� � z �� �� � �� � � � �d�m��ya�z�3,�� 'R�1t; ���u„=uf' ����f E'� t ���` _ r-��"='tfi � �.� ��' `�^r 3,� o � ��� � , . �; 1 j� Wall-Mounted Light Fixture � � i� : � � .r. - zw � � s� "� � r�-� • ' ' �r ��'"r � '��_'�*i, �'�i , � f 4 •� ��' - ' % t= t�� `d�'� c � � //! r v Si���.d �t�e r �" 1 �i . -Z .•C� � °` �-� � i _`t'. 1 '� _�--��' �j •`- _- _ - _- � ____ ; - u��� - - , !� 4 . v � �� � �'+ 'tL. :�° �( ��� � � ��-L.+ ,�.i�' �1��� ) �,v��� y �y ,+.�:w� � Y��'�' �.��� � � ' � L� �i.�.�: = s�.. �.�. ' _ ._ ' _ �: � ., .� ,�F � , �,�,.� ~�.� -- -.---- To of Plate _ _, � _r � „�.!� ' 1�'_ "�� ?r' •".�..ti.:,:,,�����-;-` , � � " S #. �Y _ -- - � , - _ _ 'f,'• � `Q ��1 .iy fJ�r���'r � fr+l i r�iIM1 ',�+��i"�'4r�� � ' '_ ' ^ :�� � l , �� � —' �=-� Elev.=85�i�_�" �� � � l. t � � � nt`~� / � i,�c; 4t4.w; �! .�� �� � ( .� �� � " � t y_ �i i ..s_ ) �''�' �". •'' {� 4.+.5�. � � ! � - _� _� 'r'� I��. �� �p I � ��� a�`''�'t � ����� , t � f - ' --- , � .� C'^ '�� �' { l ,. { ` rs i L - � �`�, � ', '� ; _— yy��,,��....��,,�� �,+- ` , � � � / �� ,�' E.�r �r f � ` � � !"q *t -._ — _. — - ._ � —� � L: '� $�� `,�.f � + J� � e = �,r '� {�� l � Y rta� 1� ` — _ 8toped 8tane Cap �� r'C #�� �, 1 � �, [ �, f j � i �aj�"n ��`'Y' `i'',' ?, r '!� • ' � ` � � " ��' }�Y : � ' _ — - Q � � '".i. Ti;'�V"`�" � � � - " . Si •'�° � ��j����Ea�,�l �+ ��� _ � G�t'"'7 � � � , ,� � k �,��'" 'Y � ►�� , � � - I �'�` � ���; � - �� � � ��-- �fione Veneer � �� �: �. �� f x '±�4, �„�:� , - �. �. __�_------- - -- - - -�� � � � �?l��„ ��' � � ��.t°�,i���, r ��- . � i ��� r��r q i _---- -- - - --`—°�`1r - - M � � �' �} ��. ��,� �,�"` .�R � ' ,f rt y ---- T---� - _— --- � � � �e-- ,a �. s� ' � �- - ,,,. �, 0 O � ;_,... ��E ,�� d _ ��' � --_-- - -- _ �,�: Garage Floor �lab � „u!`w.�f,� 1`�,X�; "_ ► �" � _� _ �` Elev.=8513�_t��� �., .�.�'�" ;;. .= Gate WaltHydrant -�„a, ' ^ ,� �----..�,,, ,_.. � Low Sfone Walf ``�� � �-- °""~-Wood 8iding �r Trim Applied � Stone Bollard with Li�hf Fixfure fo FgQe of Wood Sectional Door , � � i '� � � � �� � �.�. � �* � � � —.. -------- - � � V1ltNDC1W SCHE �_ _ scale: T/4�'—��_p�� ,��.�`� � �oc�,�o � nu�.E �. o DAVI R. ARI� MFR'S. D�SCRIPTI4tV ROUGH OPNG. (W x H) ARGO g-2455 � G� • CC 2424-� 2'-0 1/2"x 2'-0 1/2" `/ � � n cc2aza-2 �°-o ii2�° x 2°-a ��2„ c��SED A����� C GC?43G-I 2'-0 1!2'> x 3'-1 lf4" D ������_� ��_a �,�» x 3'-1 iJ4» QRtJP4SED �4C�DIT��N � � a _ `_ EXISTlNG f�ESiDENCE � ...�___________ � a a�s � �� �� NOT�� ' - � � � � c� All exterior detailing including roofs, faseia, door & window �2 ,�.....R, p� trim and other typical exferior materials detailing and interfaces Top of Ridge �2 To of Rid e 4' �-, �� �d � � are to mafch existing conditions at fhe Caretaker's Coftage, Elev.=8531'-0" �2 Elev.=853Q`_6" ..X a ..r � unless otherwise noted. , � �Wood Louvered Vent _ 4 =� 0 , � 6 x i2 He<vc� Timber Purlins r' .- � � �� � =. �2 @ Cold Attic 1 �= - � � ' � — �' n �� �� ._.. Cedar 8hake Roof �� � f � �� Board & Batt Wood$iding ' ;. � ` �a j �� � , , � f , . (Mafch Patfern & Spacing - �� a � ��� C , i� ��� @ Existing Residence �� ' - - - _ t � - � ' � � «. / -- �7�' - - ' � �;' . h� i � �''> 11._ r k� �T � � r` � 1 � �S �s 9mn/ // � �" -„ �C.', i ` � � O , 1 - - � ,�r� A • " � ' � To of Plate __ _ r __ �� � ,�,� � �. �` ��� ..- - � � '�,,�: �-� ' [ � � - .'°SS�T�-�r� — y r� -�= r.- '�" '- �*� ` � y `y Elev -- , � ,� .. � , ..,; �x� . ��. .;,;:� 4 � ;:..�,, ,�.- -=z,� ��V _A � � � ����G- ..,, � 1 1_ ,� � � " , _ 4• � �� -„ 2 X $ Cedat —— � I � • _ _ - _ ----�------------ - _ �. - __ --�--`�_ �- - =, _ __"- -_ _-_ _ _�J _ t�. � o — 1 � o ��� � V,b o . �� �� � y Wood Shutters 1 1 ,� , � ._ 3 � � '� � } • _ L j ; � � . . , . . } , e . . � �.� 1 x 6 T&t3 Norizontal Cedar 8iding � - t � , � _ � ; ,.. . O � - - ' . , _'`r f L.`.�� �1 T1 'i i�Y �^` �i �' s � G�..� , � ' ' trn � • ' ' -� �..� *s'-'��• �-' � - � r '` � � ^ @j 8loped 8tone Cap � p - � -- � � ` - . �k�_ _ - ,.�:,:�- � �' `� ' ° . � . ,� rs � � , , � �� �� � Garage Floor Slab i — � t ; - ' 1' - ' Etev.=8513'-�" - � , s . . . � ; � < < <. r' ; -- ' °• .� ;; � : t , t �- . �r . }t' 4 r � " - I i�q �r X • _ � - �� , -�' � iss�e Dat- � �� ���8 � �R -- � � '� + o d, ��- � j � i �� o • _ �� S D �U � e � �' -- - .t. � ,� / - • L � '' � c'�"y �� rj �. :` - _ — a � �_}: Re��S���,� �, / � • w u .� ` � �_ ��� � -` - ',. t `� �� �a' 'l.. a. '�" _ � V:"ka r i il�♦ <^ �t .�S ,.��-'% `+- � � � �� • � "� _ s � .� ..� '} ..�� , �'� • � s. ..s . �� ' • � r` ` �r �' + s � � "' �. �@ ��n -i�' �k , ,� .n �R�.� , �. � s .� .. ` s� .' �„ « ; . � Q � � � - y� `���Q 4 R y';., � � � ^ _ � J(, i Rf .J Ll r��` � Lower Level Worksho � , � � . �, � � ' ! �� "'� l' �� '�; Elev =8504'_Q�� , � � � ° ►� �' � r : { � : , ,� ,� ,� ,; j , �-,_: :Y �' _ � -a � �- � t s :J ► ,� 1 F '" :� ,:� / J 'W r i r� � ' I f� ..f a s .?;,-'��j .� ��i '� /' . � �� r • �f j 1 ♦ I , � ' � V 1 � � s�Ja � � ` � / �, ' _ ' {p `r- ,�,5 ;i � � � i � ' � � � : , r � ,�t r •� � �y - . - - � _ _ r- •'f f' " ;,45�,� a�� �,y� r�Y . �'�rt '4 � • , 'C' ��' �pr�'A' ��� ? T;mber Header � -� ..�- _ _ r - '� . � � ` ' _ �,�` ',�:, �*� _/! -.. � ' �`�.r °�ayF'� ' � '� , '� Job Number #971.� / / � �` �,' � r ' � "�� �,�t� � �%� Cuf Sandstone Sill � - ` � �` % `���"� ` - " . � �«�,�E, DRA �_;,�G�,� n ��[, _^,j D�/� 1 1 t! �� � �J � � � � � � � ` 4 Max. High Boutder � Ret�ining Walls "� � � � ,, �,��.-�. , , � � � � . � E I �,� ��� ` x `�� �'� ri r ,r � ( F i Scale: 1/4 =1 -0 ��,�� �� .�, fr� �' . �,�� � � �� ,, � "�- `""'� rt�-^'��- _- _. r ��� � R .+f�.' � � +�u�r a . v NOTE: All exterior detailing including roofs, fascia, door & window trim and other typical exterior materials detailing ahd interfaces � B are to match existing conditions at the Caretaker's Cottage, B A� unless otherwise noted. A7 NEW ROOF ABOVE STAIR: Cedar Shakes on W.P. Membrane over 2 x 6 Wood Decking oh Rough-Sawn Rafters Top of Ridge Elev.=8531'-0" Cedar Shake Roof ■ � —6 x 12 Heavy Timber Purlins ° eo with Chamfered Ends Top of Ridge o0 Heated Gutter & Downspout Relocate Existing Windows � 8ev.=8524'-0" 12 Tie Into Trench Drain & Daylight � Removed from Caretaker's Garage _ �'°�= � ��=_ 8 � Wood Shutters � ��' � �.�� o � 'a�.- ,_� � �� -�;Y` �� � c.c � � _ I�1 � � � � ca � , - -- -------- ------ - ----- . � yp•1 �' � o \ ----- - 1 x 6 T&G Horizonta) Cedar Siding -_ __ _ i _ eams T � o = � � � `�. � - - -- Wood Gate . � � �■.�� � � a ---- -- -- — c o z I�+■�y cD G�, 2 x 6 Cedar Trim - - � o "" �� • � c� � kr r O W O �, � _ _ W I 0 � � J F� 1 '�' r�';T _ � � � Main Level Slab +13 � � Elev.=8513'-0" -- " " "'� '=�M�'`��.� _ " � � '� _ t>�:s ° .� — �t � <> ..� ^'�'�" ,, __,_- � t��f�` , �, _ f- ' '�, G�7 Stone Veneer with Cut Stone Cap �� � � � '-" �.. -�- c �� �' � i ��"�'� �'�- Wood Handrail U � � �;�_� � E V .,.��;Y> C � � ��y Q i � Q � ?�.r.Y���Y � � � � � m 0 ��,t4�-4�-- � o o New Concrete Stair & Landings � "�' � a'�'.� with Snowmelt System �ower Level Slab ' _ _&� (See Detail 2/A2) �.. � New Boulder Retaining Wall - �Iev.=8504'-0" °'°� ��� p� CO(pRA (See Detail 1/A2) �� ��P ��o DA R• ARGO � L A T I 0 N E T E L E V A T I 0 8.2455 WEST E EV � � Scale: 1/4��_��_0�� ��4��=��_��� �c� ScalE: /cF�SED AF���`� � O � e� -a PROPOSED ADDITION EXISTING '� --- c� B RESIDENCE � A � � A� Ladder Framing A� Wood Louvered Vent � at Gable Ends To of Rid e at Cold Attic Top of Ridge 12 O Elev.=8531'-0" Ex osed Rafters with � 12 p � � — Elev.=8531'-0" Pre-Fab F'oof Trusses 12 Wood T&G Ceiling � `------�-- -— - -_ R-38 Batt Insulation 12 �' � Pre-Mfd. Roof Trusses _ I I - � � ' Cold ttic � ( Z above Gyp. Bd. Ceiling � � ' , � 6 x 12 Heavy Timber Purlins � ,; Cold ttic � , with Chamfered Ends - �� 12 �/ , � � --- -- -- - CppG�3 I� 4 /� - -----__=--- � � • Truss Bearing - - Elev.=8522-6" - Cold Attic � Top of Plate - - � � — Note: Elev.=8521'-0" � Slo e Concrete To ping Slab to Structural Header Beam Overhead Garage Door Structural Header Beam � p p Floor Drain at Center of Garage. � • New Concrete Driveway Relocate Existing Windows / Ston : ollard with Light Fixture � Structural Post � with Snowmelt S stem � Cinders Storage Snowplow Parking / Low Stone Wall � � � y Removed from Caretaker s Garage Gate �� � �Q� �Wall Hydranf g�o Avg. Spraddle Creek Road Sloped Stone Cap � � � � Sloped Stone Cap Snowplow Parking � g�ope DoWh @___.= � 6 H. hcr e Curb 6" H. Concrete Curb �- _ _ _— — Stone Veneer Main Level Slab -- - - - - - ---- — — � Main Level Slab -- issue Date �u�y �0, 1998 Elev.=8513'-0" Elev.=8513'-0" - - Structural Posts Fevisions Timber Header � Trench Draih with Heat Tape Structural Posts Drain to Daylight �+ Provide W.P. and Drainage � Cut Sandstone Sill � - ' Stora e Worksho A� , - Line of Existing Grad at Below-Grade Fdn. Walls Q> g p • �+� 8" Conc. Foundation OPpt��� Stone Veneer Workshop � � Wall on Spread Footing Cororete �lab oh Grade +� Lower Level Slab � Lower Level Slab Elev.-8504'-0" � Refer to Soils Report for Elev.-8504'-0" -" - � Typ. Foundation Drain �Detail � � p ,�,c Numbe� #97138 Concrete Slab on Grad Refer to Soils Report �for ��a*r�� DRA ���� g� DRA Typ. 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'�� r . . , . , , � ��\ ��� _ ' ' , fu ' , - ' ' ' � ' , � ' , i _1 �� ' , , . , , 8516 S hc'_��- \� , � � � '�-�'�- FLOWLINE CURB ````,� \ � � ° r'. , � ' , , ' , � � �� '� • � & GUTTER � � . �` ` � ' - , , � y �1- .,, 8515.8' �� _� , , , . , r ' . � , , _� �-s. ,a,,.,,�_, „� Mf^ � EDGE OF ASPHALT'--'�.� �`� _ LOT 8 . � ��} , F Y a. &�-✓v ..y av.ean..��4y4 � `� `�` __� ` ` , �f / ' f -.°.�y ` � � ```�`` _ ' � i; t ' - ` , ''� �'"" � .A...,, ` ���� � �` ELECTRIC 1� � ,, ,' , °����.,, BURIED TELEPHONE LINE �- TRANSFORMER ` ' . '°�• �� � � � � 8514.2' �.`� : �.,.,�% � � A — �`"'a,. �. `��` � ` � _�_� / , , �° , ' ,` �'"�^w'" �' .�," ,�s��,� .�,� � � \ . WATER VALVE � LOT 9 • , `. i r ' � , s - � ' ^�...,, ��` .,,q� �'��,°°""' � � _` / ' '+' � ' . ' 8518 0• ' y `°""� BURIED � ���`� 4"� TBC \�, , � ..b .�, WATER LI N E ��` ` � ' a '"r. ° . �� `"' �� � ``,`/` / ' � '� � " • � �\'?_ -'�'^' �_� � _' ,,,�� gf°¢` � `_ ` `� � � ,� �� „� 5 x „� } t ELECTRIC � , � � ` � '> ''� ��~'''"--. 8516 8' WATER VALVE ;' �"'�� � r`� . MANHOLE�� �„ `` ���851 7' `��� � , � �� PAVERS \ `;.,;� -����,,.,.,,!� � ,' ° ..,�'',�"` •�.,,, � °Q, � �_ � , , � r,. ' MAIL ��,,�'� �`, ,,:� ,"„�, . � ) �'` ' ' � ' � ' � SCALE: 1" ' � � Box�s ` '{, ` y��� f " `�. °"•~ .,,� BURIED�'°` , _ � �" a . BURIED E'� ' ' ` 8 `� � ! CAN LINE ELECTRIC z , ' �� 8515.5' � UNE , � ' ` ' � DATE aF TOP4GRAPHY: 9/3/97 � '' , � ' � ; \ � f � , r '' _ � FIRE HYDRANT �'� �. ,s � ' ' � ` ° ; ' , , , , �� �- �� f � , K _ , - � 5 � � , ( ' '_.-. �` '' � ` m i' ,, k - ' ` ' `,� � � ���8514 5' � �a PLANTEZ/ LANDSC4PING f'; €,. . � �_ � { ( � � � 8514.8' � FEA7l1R ' , r ; �\� � � � ( � � �WATER VALVE 8514 6' ��°r ` ` � � ' \ �� 0.3' ��s � � j° � � �, f � , �, . 0 4 �� � 3' � _ /� ����� ( �C / ` \�� STONE - , �' .� ' ' � 0.3' � � , �i � 0.4' � \ � 0.3' � � ��\�R EDGE OF ASPHALT � '�� � , q r � . _ 3$ � �; -`—'`85135� � 85131' FLOWLINE SPRADDLE CREEK ROAD � ' t ` , ��3 CAN "a 0 3' �j ��'� GUTTER TRACT E ' b - x� � \ TRACT D � ' 0 3' PED '� �' � ' ` , '� 1 � �' ` � 1? - ,„��,t, ��..� 4�_ .�,x � � (50' ROW) � � 0 3' �s , ''.�CONCREi'E /� ,-'� =o- W ,, '^, '.� .�.�.>.�,�„ >»��W. .,,� \�� 8512 3' � ", <.. _ � 1� ' ,-SIDEy��ALK � �. - �� �° , � � � � y� z r I, , , � , � � � , � 0.3' ��f �.�'�y�� ' ' �'� / �a / �/ � ` � � 8512 4' � ( ,r i %� � '' • �' , � � � , ] N� , 't..�� / /i � 4 � � �r . �,� ? ��'+ °. EDGE- OF � �O�' » t� � � � � � ' ,� ��' � `� � co�cRErE s oo� 43 � , I� A LL j � . i � �� f,� 0 4. ?.� � � ` DRIVE E _ �Z , , � LOT � , � 0 3, . �� \ PHP DE t� ,�x� (�_L � 2�3�, ' " ' , � , , , ,. �'y , _ ° ' '. , � �� �� I--31 44 0� . � � i ti,,, p� �i , � ` w` , ,y+' O 3, � _ � a � � � 1\�125�00' �, r' ° , � a � STONE ,'' 0 4.�111� �'� � : 5 '� , ; PATH .�" '�. � `�, L=�9.Z�� 5 7 O T4� 9�� Q � � - � � ' N , � 0 3. . � 1 '� � T=35.53' � � '� � � 2�0 3' , _ � � ` � � - � LC=68.35' " � � ` , , � � �; r � � � °'� �� ' 85�`0 z�o.3� " -'� � `' r '` Q�� ' � CB=S fi1°09'42" E � � � „ ; , ` � � , a , i� "�, ,, � C � �` � BUILDING ' � � P Y f � ^�.,�,r � �� � � � � OUTLINE , ' � , � , � � � " ' ,� � /'> c? ROOF ELEV . ' ° � � , , �,..���;�w� o =8510.9'� � � , , " , j , ' • �J,, """�4,�.:"�"��,�P n,,,� , , R - . .�3 s� �! f,, ti,,�, �� 1 1' � � �. ` � $ � '� R,�OF �LEV�'°��, x � k1 '�, ` ' � , ' ' � *� =$�14 i'X�`�� �� ", - � , . . _'_ � (�, r � / `'1u. � � � � "Ci ✓ �F� � " ` . � � 8504 '� �` �, � ' ; , �" , , _ � � � , , ' � 88d.� ������ � "' Gt��'.�Q' � � � � �� o ROOf GABLE �� FF ELEV=8503 8' „ " , � ' � � '�� ,, 0.3; � �: � ROOF ELEV��` ��` � o° , , ,� � � ' � � � ' �� �� � \ �' fi =8510.9' � ��` o , ' r � '; , � � ' ' � � � � I �� `� _s' STONE ca , ,� �r� � . � . � � `' � , ` �,� �., , , � �S � ti � � �� � � � PATH � , �- � - , , 4s p � ,,o�� ( � ��� s5o2 0�� =4- �' � ' .+ . ; � � � � 1 ( � . � � , ssoo s� �, ;-� L,� ;� _ , � , , , - � � � ` ����� � � � i � � ` � .+8498 a� � � - � r.,� , _ , � 1 - 3 �� , , ' � a.4� , � 1 � ' � ) 1 � ;n , . . � f � cv ,. � �, � - � J p 3� �� � , t � �'�`,'_ , tNDICATES ASPEN TREE WITH APPROXIMATE TRUNK DIAMETER C f '� C <' �'t��� � 0 3' ,�A �� f� 2 : '� . � - , , f � - �� m,�� / � � , 03' '/,�� , `�` _ , a � � r �� �f C J � I C 0.3' 1�,0.3' ,�,.,�'''f 0 3 \. / SLOPE MAINTENANCE , � � . � , � � INDIGATES EVERGREEN TREE WITH APPROXIMATE TRUNK DIAMETER �' �� 1 � _ ' 0.3' � �' 0 3' � � & ACCESS EASEMENT � , , �/ � 4 y ` PATIO ELEV � i � �, � Q � �' . ' •� ' � 0 3' O r = 8501 4' n , `�; ' ���U� i ( ' ' 0 3' + BUILDING �. r �` , PROJECT BENCHMARK SOUTWWEST PROPER7Y CORNER LOT 7 SPRADDLE �I�r. � r ', y �� � ' ` " ' CREEK ESTATES ELEVATION=8580 00'. r- ������ 0.3' �f � � � ` � + \ + l� � � ) Q ENVELOPE � � r � / , 1 ` \ J ` J \ ( 1 � � \ � ' , , � - � � THE EASEMENTS 5HOWN HEREON ARE PER THE PI�1T ONLY � O t- 1 � , � �t , , �� � �i � 0.3' 0.3' , ��� \ C. r NO TIn.E POUCY WAS PROVIDED BY CLIENT 8 �� � � L ( ' � � � � , � , 480 fl J �� C ,+` f � ` _ I � � o , � � �t C ..�c I `^ f � , ,, . . fVOTICE: `� O� � ����L i .' 0 3' � 0.3' S �7, t � � According to Colorado law you must commence any leg�l action based � � l ( � � �� � � � � ��� 01'43'� F � 5 ,` � , upon any defect in this survey within three years after ou f�rst � t � � � � � 7 pD, ' _ � f discover such defect. In no event, may any action based upon any � ( � ( L ' ,� ' , ; � defect in this surve be commenced more thon ten ears from the � �r � \ l � l Q - ' ' � date of the ce�tification shown hareon. y � ' ' � { ` ' BOULDER RETAINING WALL (TYP ) \t � � J � � J ( � ( � � � � � � . . . , r� N , � , � , � _ - - ' SURVEYOR'S CERTIFICATE � � � � ` ' ° l, Srent Biggs, a Professional Land Surveyor registered under the laws of - j E° � � the State of Colorndo, do hereby certify that this topographic map was r � .' � made by me and under my supervision, and that the survey is accurate and � � , � correct to the best of my knowledge. ' -- � �� ' , ��' � " Date: � � �� ��ull � � . � � � , , -- -- — - , , � � Brent Biggs .�\��'� .. T �*i RACT C ,. �, , y ' Colorado P L.S 27�$�,€�°° �NT i�m,`�9�': 47 279 S.F 4 � _ Ga`� �s�o� ' ; � , � � � , , E, , ` ,. , � � f�� ����� �o� ' ' ' ° ; . ' ' ' '-�-�� a`"` ; � , , , , r<��oo �°`\4� ' � ��i c�f °o o° C'�� ' h, , , . � //`������q i�i i���\\\\� � � . - . r � � � � �. � � _ � . , . � �� �,�� � � � � = . - , , � . .� � � ; �, _ .r , . , � , . _ . ,r { � ' p�AK � , � . +,, � � - - PARTIAL TOPOGRAPHIC MAP ��aAw�NC oA���: s/s��� ,� �� ,r . , _��_ �° . ��' t TRACT C , , �� ' ' R SECOND AMENDMENT Ta SPRADDLE CREEK ESTATES DRAWN BY:� �c � ; • , ` , , _ ��IJ�IEYING.Inc, � . , . , � , r . _ � , :, , , , . , � , , , 1000 Lfon'a Rrd9o-�Loop, Suite 3—B, VrnT, CO'�165x (970)476-8644 � VAIL , , - , � ` EAGLE C�UNTY COLaRADO � NQ. 457 , , �,� � , � . �:� � � � �_� . - � . �� �� � _ �� . � �� � � � , _ _ �_ .�� � � .- � _ � . , . , �-`�-.�'�--�� � � , , , � , , � , � . , � t ; , . , � , � , � , �;� �-�-"--�^._....... } � -- . _'.P� P ^ �F A , ' �! 1 _ � /1 f 1 '� � r .r f n � ` � 1 - -"_-- ' t � �R � - � . { � � �, x �ev�cletation S��cifications (�ative Gras� 5eed T1ultl-Golor Nlgh Altitude Seed Mix' Mix ae avallmble from Arkeneas Yel�ey Seed Gompany Denver,GO (303)320-1500 ,�ed Mix EpFr-elm Geeted iLheetgraee 309: DwarF Peremtal Ryegrase 20y Blue Feecue �mr Reube�a Ganada Bluegrese 15y. _ C}�ewinge Feecue �Dy , Wtidflower 5eed 5q Netive Csress Seed Rete 10 oz,�er 10D0 s� ft PLS � Straw Mulch ' Clean oat or wheet atraw well seasoned beFore balling, free from � mature eeed-bearing atalk� or roote of prohlblted or noxloue weeds ��� �� � , in - � • -Loosen eofl oP eeeded ereae to depth of 4" � Electr�cal Transformer _�ad� so�� of aeeded areas to smooth even aurface w/moderately coarae text�ue -Apply eeed at apecif(ed rates In C2)equel aowinge et r(ght angles to each other � � � -Place etraw within 24 hra e C2)50 LB batla per 10Dm SF, crlmp Into aofl � GR'71 - T��oraru Erosion Controi � �"� Straw bala elltatton berme ehall be utilized durtng the � ' conet.�uctlon and Iendacaping perlode BGrtls 6F1dII {7C �� located according to tha pTana and aa requtred to ��"" � control run-off and ehail be Instailed prior ��" to excavatton � ��_ LUdtCt CIIbs(pCtGA 6MCII bC Inatelled at intervals fn �"""""""'"' ��►�^ � .[�►. � drelnage ewalea not to exceed 25' � � Tha Contractor ehail ba reaponelble for preventing _� y� LIMITS OF sITE DISTUR NCE Lf� releaee of eedlment leden water from !He �� "''a - ' conetructlo�eite,and ehall be rec�u►red Lo Inetelf ��� . y • • •�� • • • • • • • • • • •�� � �• • • �� • • •• • • �� • • • •�• • • •�• • ��• • • •• • • • • • • • • •• • • •• • • • •• . additlonai conc�ol facllitiee ei the d►rectlon ��'�`_,� � of the Owner or inapector, ahould probleme occt+r � , Entry Gates A(I elopee greater than 2 I wifl receive�ute meeh eroefon � � control fabric until reve9etetion greeeea are eetebtidhed � �� S P R A D a L E C R E K � O 14 � �rot�ct ina Na tura I Fea tur�s •� � The area of dfsruptfon will be completely Fenced to � Existing Aspens to Remain protect surrounding undisturbed vegetallon. The areea � whfch are not lendecaped but wtthin the dfaruption zone � wlil be reve9etated to match the natural ve9etatlon Planter atehouse Planter All extating trees designated to�remaln will be aurg unded with � P Existing Evergreen ?r es fo Remain enow fence Inatalled at the dri ��n� „,a F�,��� w��� remeln � ihrough the enttre constructlon perfod � Mailboxes � � . 16 . --� , : �_ �� � � +t3 Exit Gaies . . � � . � 1 � � . 14 �- �� ` / . . � � : �� � / 80 : ,� • �-' � to Remain • W - . -- - - — . . . ; C� �2 —`� � � � . • \ : : - PLANT SCHEDLTLE . z ...� +�2 � . ' Q •� • 7 Chokeberr " --- - - : Planter NOTfi The followmg existmg landscape matenals are to removed from e�ustmg . � : �y� ,O � i'� � � y: 3� r — � • locahous pnor to bu�ldmg excavation and construct�un,are to be temporanly store W�/ � I O � (j� `� �� t � ��� �2' C o l o r a d o 8 p r u e e �,�,� i � P o r e h � i : durmg construction,and are to be relocated as shown on the Landscape Ptan at the � ly� • � r • . . � +�2 � I � c o n c l u s�o n o f b u�l d m g c o n s t r u c U O n � : �,,,� (1 j 10 Colorado 8pruce � __ � '� _____ _ I I . QTY SIZE COMMON NAIv1E BOTANIC NAN� � �/� �8 j\�, `� - — —— — +�2 • � . 5 3" Aspen Polulous tremulodes � ; V� �� �r `�.'`�`�„�...� • � ( : 5 3 '/�" Aspen Poluloustremulodes � � . • � u I + `' ( � �• . • tr � ..F14, � � � : 1 1�2' Colorado Spn ce P�cea pungens � � J t'rJ' a3 Aspens � \ - . : 3 5 gallon Tammy Jumper Jumperus sabma � . � ■ � , ; W �S �— �_ ,� � � : , . . ( . 7 5 gallon Chol.ebeRy Aronia melanocarpa � � � �oT , . � .. . : . �. � -� � �/� T.Q.W.=10�-Q�� � • � • � ; In addrtion to tl�e landscape matenals noted above,the followmg groundcover is to . V� � �� � � ' � : be pro��ided as sho��m on the Landscape Plan ��� • Oq.__,.__-� B.O.W.=6 -0 :• I /"� � ' � I I • � � • ��� � r : ' � : 1(0 2 '/<"pot B�shop's Weed Aegopod�um podagrana � � New Boutder,Retaining Walfs • • ` pan �� Bed with Bishop�s � �—Line of:New Buildin Envelo e Zanegata °'� •� \ � g � g p � �. � " +�10 Vred Groundcover : : ' 02 ' ' I ' TES: . --�_ . K � . NO � ��J� 3 ��2�� ASp@h8 ' . ( : 1 Aspen trees are to be stal:ed&guyed upon mstallaUon � • .. � • : 2 Tree and shrub locations are to be field stal.ed for approval of the O�mer& � � . 1 /I -}.04, , Landscape Arctutect pnor to mstallat�o❑ . 8500 :•+ (3) Tammy Juniper . I . 3 All disturbed areas are to be reseeded with a natrve gass irux as descnbed under *� ' T � w -4���n . ,+,�3 . Revegetahon SpecificaUons � • r •'�' . � , � � � � � 4 All plantmg beds are to be defined with a 4"steel edger,where they meet sod � • p.�.W._����� ----�„ ' . � � � ;�- line �f Prev�ous Bwlding Envelope 5 All planting beds to receive cedar mulch,3"thick � ' 98 • ' � • ( Landscape Contractor to mstall an automahc imgahon system to all plant beds . .• . • r - ' ( � � Existing Contour (typ.} '� . � ' . � � : and d�sturbed sod areas � \ ` _ _ _ , � � 2� � ( I • 7 Ground cover spacmg is 8"on center � � � � . • 96 � •• +00 . , • :. - _=- - -- - - - - - - --- -- - - - - I . . . . , . , . . . � Terrace + . N • � o0 • • . .•. � . . • . 9`b � +02 g4_--- - � ,1 Line of Roof Overhang; � L� b y Pro ert L�ne : PLA�ITI�Ifi KE1(: � p J � : �,,� �.. 9� — �, `�``� \-� + s : � � _. _ : + s � �- �, .�. � : ( 1 Existing Aspens to be Relocated � 90 ---- � -� � + �. + : � � � C� � � � � � � +:. . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . .. .. . . . . . . .. . . .... . . . . .. . . . .. . . .. . .. . . . .. . . . .. .. .. . .. : . . . � � + 88 ' + Ex�sf�ng Aspens fo Rema�n � � � � s 3 ' ' main . . . . __ + � � Ex�st�ng Evergreens to Re ,s�,ea��e Ex�st�ng Boulder Reta�n�ng Walls � � + .,� �u�y to, »98 �'— --� + .: Relocated or New Aspens R�"'�n' 82-_� �� _ 80 �--- � !1 �-- 8s Relocated or New Evergreens . —� � �� �� _� � --` 7$�1 � --� 84 �g 8� �1 �-82 TRACT C North 1.085 ACRE3 ��n .�ab r��,e« ;�9713$ � � PROpOSED ADDIT�ON E�CISTING� RESIDENCE /� u � ��� � � orW�,e� Dt�A cn��,��ey ��,1,�-f�� -,.,� � Scale: 1/8"=1'-0" � � , • - - - � — z � C } � � A 1 F � � r f � � ,H �..-_ � h ��^" ! " ��-�'���-`._-�� — � �Y�^^i�.�t».ti^t � . �..».� �-� r . � ��. �