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HomeMy WebLinkAboutB12-0565 plans approved. � � � . � AFF ABQVE FINlSHED FLOOR ACOtJS ACt}USTiCA� A�T ALTERNATE ALUM ALUMINUM AB ANCH4R BO�T ARCH ARCNITEGT(URA�) AS� ABQVE SEA LEVEl. B BEAM BRG BEARING BKG BACKGROUND BLK Bl.t7CK BD Bt�ARD B4T B{1TTQM SLDG BUILDiNG BUR BUILT UP Rt}OFING CLG GEILING CL CENTER �INE CjC CENTER TO CENTER CQL COLUMN CC3NC CONCRETE CONT CONTINUQUS, CONTlNUE GJ CONTRQ� JOINT CORR CORRUGATED CMP CQRRUGATED METAL RIPE X CROSS cu cua�c D dEEPfC}EPTH%DIAMETER DTL DETAIL DiAG DIAG4NA� DIAM DIAM£TER DWG DRAWING EA EACH � � K� � 5. � 7 : � � ELEC ELEC IC(AL} EL£V ELEVATI EMBED EMBEDMENT'` ° _ .� EM EMERGENCY EX EXISTING EXIST EXISTING EXP EXPANSI{}N � F� FE�ET�R DRAIN ; FG �IBERGLASS j FF FINISN FLO{?R ', FH FIRE HYDRANT ', FLG FLANGE ' FTG FOQTING ' GA GAUGE ' GAL GAL�ON ', GALV GAI.VANiZEQ ' GI GALVANfZED IRON ', G GAS ', GR GRAQE, �RADfNG GND GROUND ' GWB GYPSUM WALL BOARD HGT HEiGNT ' HK HOQK(S) HQRZ HORIZONTAL INSUL INSULATION%INSU�ATING �r �oir�r MH MANNOLE MFR MANUFAGTURE(R} MAX MAXIMUM MECH MECHANICA�. MT� METAL �� � � � � _� �, MiN MINiMUM �, N NORTH ', NO NUMBER I, OC ON CENTER(S) ' o�� a�POSiTE , OD 4UTSIDE DIAMETER ' PL P�ATE , P PO�E OR PAlNT , PL PROPERTY IINE PLY PLYW�OD ' REINF REINFORCE{D), (ING) RM ROOM , SCH SCHEQULE SHT SHEET ' SfM SIMiLAR SPEC SPECIFICATION{S) SQ SQUARE 5T� STEE� STRUCT STRUCTURAL SUSP SU5PENOED THK THlGK(NESS) THRU THRQUGH TO TflP OF TRAN5V TRAN5YERSE TS TUBE STEEL TYP TYPIGA� UG UN�ERGR4UNQ UNO UNLESS NOTED OTHERWISE VERT VERTICA� VEST VESTIBULE ' WC WATER CLOSET/WATER CflLUMN ' w/ wi TH � W/0 WI TH OU T REFER TO THE PRQJECT AND DETAIL MANUALS FOR DETA(LS, BUI�QING SYSTEM DESCRIPTIONS AND SPECIFICATiONS. A�L CUhlSTRUCTlQN AN� MATERIALS SHAL� BE AS SPEC{FIED, ANQ IN ACCORDANCE WiTH AL� APPLICABLE CQDES, ORDINANCES, PERMITS, ANQ CONTRACT DOCUMENTS THE CONTRACTOR SHA�� BE RESP(JNSIBLE FOR THE ACCURATE PLAGEMENT OF ALL NEW CONSTRUCTI�N 4N THE SITE. THE CONTRACTC}R SHAL� VERIFY AL� DIMENSiONS AND SITE Ct7NDITIONS BEFORE STARTING V�JORK. SH�U�D A DISCREPANCY APPEAR IN THE C0�11'RACT DOCUMENTS, OR BETWEEN THE CUNTRACT DOCUMENTS AND EXISTING CONDITIONS, THE G.C. SHAL� NOTIFY TME ARCHITECT AT ONCE FOR INSTRUGTItiNS N�W TO PROCEED. SHOU�D A Ct�NFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIaNS, CONSULT WITH THE ARCHITECT FOR C�AR(FICA71fJN. THE CONTRACTOR SHALL CONFINE H!S jNER OPERATI�NS TO THE SiTE AND TO THE AREAS PERMITTED BY THE OWNER AND TNE DRB, THE JOB SITE SHALL BE MAlNTAINEQ kN A C�EAN AND ORDERLY CONDITiON, FREE 4F DEBRIS AND �ITTER, AND SNALL NOT BE UNREAS4NABLY ENCUMBERED WITN ANY MATERIALS OR EQUIPMENT. EACH SUB—GONTRACTOR IMMEDIATELY UPQN CQMPLETION OF EACH PHASE OF HISfHER, WORK SHALL REMOVE A�L TRASH AND DEBRIS AS A RESULT OF' HISjNER OPERATlON. A�l. MATERiA1� ST(JRED ON THE SITE SHALL SE PROPER�Y STACKED AND PROTECTED TO PREVENT dAMAGE AND DETERlORATION. FAILURE TO PROTECT MATERlALS MAY BE CAUSE Ft7R REJECTlON OF W�RK. NO PORTIQN 4F THE WaRK REQUIRING A SHOP DRAWIf�G OR SAMP(�E SUBMISSION SHAL�. BE COMMENCED UNTIL THE SUBMISSI�N HAS BEEN REVIEWED BY THE ARGHITECT. THE CONTRACTOR SNAL� BE RESPONSIBLE TC} PR�VIDE ALL NECESSARY MISCELLANEOUS BLOCKING AND BACKING SUPPORT FOR BUiLDING C�MPONENTS SUCH AS LIGHT FIXTURES, TOWEL BARS, ET.AL. � -_ . � '� �r DRAWING TITLE & SCALE EXTERIOR ELEVATION INTERIOR E�EVATIflN WALL SECTION BUILQING SEGTION DETAIL. DETAIL ENLARGEMENT (Plan ar Section QR AREA ENLARGEM NT L � r � � � ' � " !' � � , PLAN A�,� 1 %4" — � ,_a» � A3,0 2 1 9,3 1 A4,0 1 � A4,0 � D9,7 � 6,Z '� � 1 � � �.. ... .�+ CC?LUMN CENTER LINE, ( j, }-- GRID & REFERENCE �--� ft00M NAME LIVING RO�M NUMBER lp� INTERIOR PARTITION TYPE P2 EXTERIOR WALL SYSTEM W2 DRAWING NUMBER � SHEET NUMBER A3�0 DRAWING NUMBER i DETAIL NUMBER 8,1 WINDOW NUMBER � REVISION NUMBER ,� ELEVATION {Sections) EIEV. , � oo -o ELEVATION (Floor Systems) F�$—�a=a ELEVATION (Ceiling Systems) �� 2 � �s�-rrt�t��errr �n�rn--=rrraTrt� . 1J.1�.11-1-11=111=llE=11i= E A R T N ' ` ' r, � = n . . CONCRETE `� ;� GRAVEL � �� WOOD STUD WALL —� ��� STONE -� r � �I WOOD (ROUGH) �'� � �� WO�D (FINISNED} -- — PLYWOOD ���� .. _ ....... _... PLASTER f GWB jSTUCCO �^ �� gATT INSU�ATION ���� RIGID INSULATION �c����`�,���� c. M. u. r- CORRIDOR 11� DOOR NUMBERS FOR SCHEDULING ARE A COMB(NATION OF THE DOOR TAG AND THE ROOM O hIUMBER INTO WHICH THE D OR SWINGS (IE: 121 A NOT 110Ag �a$BY 121 _ ..� . R . � � FL.00R AREA F�OOR AREA FLOOR AREA ALLOWED 14,699 SF EXISTING 13,761 SF NO CHANGE W/THIS PERMIT � �TURE INTERIdRS F Architects, PC PO Bo� 763Q Avan, Ca1,�rado 81G20 Tel (970} 949-0916 Fa� (970} 949-1017 �vww,RMTarchiteets.corn � "_' ���j� �C���� , ��' -�'� � HARV�`°t,l. �' � Fi���Ri'�{�i� � � �-�� �� �,. �� ��� ,� , ► . � � � � � �M� �,�� ��� "`�� !�y � � r'" � ''�� ; � '� � � � � * � �t � � � � � ISS[TED Ft�R.: l�To. llate Remarl�s E 9/24/12 For Constructian *��- • � . � � �. a * SHEET I'�tUMBER 11384A0 FII�AL � � � _�,�', � � ��a �� � � � � � �. 5 � �' -,�is �1TE �IJRVEI/ �/e• - �'-oM AI2CAITECT[IItE Ii`TTERIC/RS PLANNING Architects, PC FO Box'7630 Avon, Colorado 81524 Tel (970) 949-0916 Fax (970j 9�9-1417 � www.RMTarchitects.cpm STA,MP �� �� �� �� �� � � �� A� �� � � � � � � � �' � � � �� � � a� �, � � a� � � � � TSSUED F4R: Na Date Remarks A 5 j� a�/� 2 DRB Cancept Review B 7/30/12 Client Review G 8J13j12 DR8 review D 9/12 f 12 DRB review E 9/24/12 For Canstruction PRfJ3ECT NtJ: 11384.00 P�:[ASE: DI� DRAWN BY: R.MT CHE�CK:ED BY: RMT . �►l�� ��ll�"V�� SHEET NAME � Si3EET N�JMBER r' � / ,,-�' EW TR� %� ,-= '� ,-' � i t f i� j / �`-' / � �'�� � � e � -'�' J f f! �-� f � �� � ;` r�� � � , — �'���� r���iv -�� � � : f �,' , fJ� �, 1 ,� i % �`" / f f� ���� , / ��� ��, � ,v �� � � �� ` �' � �./� / �� �� 4� � � � �� �❑� � 1452 l,l�l ACR�S ��,164 SQ. �T. % ,', f � � _____- � �! 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"' 10 ~ 5 3' #����. . _.. �am �, �„� � � % � �-a� --<< �' �� o� . � � � � � P -���,1 �� ', �. I,�4' WIDE �(�CK � � � � � , ��r��vE�� ����_�. . � �� ��� \p ' f ° � ° � � �� /�� 1 � i' � � 0.8 _, `� , �� � � i � `� � �, 1. 0 ` \p `.. _` ,�`° J-1 1 � �? ' � � � � zc��c�ru�� mT�;uazzs ri,Ar; 1�PC�li��CtSy i�� PU Box 7630 Avon, Colorado 81+620 Tel (970) 949-0916 Fax {97Q) 949-1U1Z www.RMTarchitects.com �� �� � �� �� �" � � � � #°#1�RV�Y J. "� � �������c�� � � ����4�� �.. �`,�, '�,�' c' ���,� STA�.MP �� ��� �� ��� . ��� �� � \� 1��� �' � '`� l ��� 4 1 `�� � �� 1 � I � � � � � � / � 1 � � � 'c� 4� �� �� � � •'.iy � � ♦ � f � -� � O a I�StTED FOR: No, Date Itemarks A 5/14%12 DRB Cancept Review B 7/30/12 Client Review C $�13 j12 DRB review D 9/12%12 DRB review E 9j24/12 Fpr Construction PRtJJECT NU: 11384.0(� (? PHASE: FINAL �z�wN ��. :��r c�cr�r� �'i�; ��' �1�� ��.�.11 "� � � T� � �,.,, !"'1 � SHEET NAME �� 1 1 j8' • 1'--0" �r : > SHEET MT1ViBER � GUMt�INS ON SERI ES fi0X1 Sect�or� 1/4" = 1=Q" � � � �/�� _ � =o� RETAINNING X. 4 FEET T.O.W 108'- 0,� SE SWITCH T 7.0. CONC. 100'—p�� II II II II II II II II II_ ------------L __ � �------------��__���� ;"�e ( G � ' � �� t� _� � M T. 0. W. _. ___ _,_ 108'-a,� li {I II ll II li li II li � G__.�__�� �a� � � ' i i �_� �� �__ ___ ..�� � � . � t j�" = 1'-0" r.,..�. '*� ' * 1%4" = 1•_0" ���. . : i ,�, � . ��. / � ' \ ,� � z ' GUMMINS ONAN RS / � ; SERIES 85tJOQ 2� �ii�v s�0 E N 60�1 d5X66 - �--� �"" � � � VAULT . 11 TO CQNC 10t�'-0" . �. ,. , . . . •. , , 3 A2.1 � # �/4" � �"—a" T.O. CONG. 1 C70> - C},� ����� �� � ��� ������ ���� ���� � �� �=� �� �� ��������,`�`§� ������� ����°-�t�"".����� .a�t.� _ �a � � � � ���° ��� ��. -�x�,�.s ���;. �� �� �� :�* � . �• • : •� A2.1 ...... 4 �RC�IITFCTiTRE TNTFRI4TtS PLAIV'NIl\'G Architects, P`+C PO Box 7630 Avcrn, Colorada 81620 Tel (97U) �49-0916 Fax (970) 949-1417 www.RMTarchitects.com ���� w:, � ..�� jt" �� ��� � �. ,�`� ��°` . � � b'"�� �, � ;:�m.:K � � !, �f;��;,����'�1. � i� � � �C�����S�N �. ��4�� ������� �� �� �� �� �a �,; .8 ����;�;F� � " � �� �� ,� � � M.... � � . . ► � i � � � � ��� ,�� ��� � � � � /'" � � � �� � � � � � � * � � � � I�SUED FUR: No. Date Remarks A 5/14j12 DR8 Concept Review � 7 f 30/t � Ci ien t Review C $/13%12 DRB review � p 9/12/12 DRB review E 9/24112 For Constructian •• • • :� �� . .,� �'� ' ' . �« ' ! ,` i , � � � � . . SHEET NUNJBER �' ; _ _ __ _ _ _._. DESIGN CRITERIA: Brownstein Generator Vault JOB �: 12Q9-13 Raof Live Laad {Snow) ----------------�----------------- 50 psf {Reduced far open grate construction) Roof Dead �oad ------------------------------------ 15 psf Fioor �ive Laad ------------------------------------- 100 psf Flaor Dead Load ------------------------------------ 3000 ibs Seismic Qesi�n Cafiegory ------------------------------- EXEMPT IBC%IRC Edition ------------------------------------ 2049 SPECIAL 1�1SPECT(OIVS: a. No special structural inspectians are required. Periodic observations of construction by the structural engineer are nat considered to be special inspections, FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 200Q psf (dead load plus fufl five laad}. b. Foundation and retaining walls have been designed using a lateral pressure of 45 pcf. c. Faotings shall be placed an the natural undisturbed sail, or campacted structural fili per the recommendations of the geotechnical engineer, belaw frost depth. d. This foundatian has been designed according to the design recommendations set farth in geotechnical report 100 827 by HP Gaotech. The contractar shall follow the construction requirements fram this sarne report. e. Verify type af fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONGRETE: a. Concreta design is based an the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 af the 2009 IBC. b. Structural cancrete shall have a minimum 28-day compressive strength of 30Q0 psi. c. Cancrete shall be proportioned using Type hl! sulfate-resistant cement. Admixtures containing chlaride salts shall nat be used. d. Cald weather concreting pracedures shall be provided as recommended in the ACI Manual of Conerete Praetice, e. Anchar bolts for bedm and column bearing piates shall be placed with setting templates. f. Expansian bolts and epoxy anchors shall be lacated at a minimum af 6 bolt diameters fram concrete edge and spaced at a minimum of 1Q bolt diameters unless noted otherwise. g. Anchar bolts for waod sill plates �hall be placed at 4'-0" maximum spacing with one anchor bolt at 1�" from each end or corner and a minimum of two anchar bolts per piece. h. Gancrete flaor slabs an grade and an metal decking ar plywood supported by framing shall have sawn or tooled control joints at a maximum spacing af 14'-Q" in each directian. Locate controi joints along column grid lines where possibie and provide slab isolation joints around columns. i. Cancrete cov�rage for reinforcing steel; 1, Concrete cc�st against and permanently exposed to earth: 3" 2. Concrete expased ta �arth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not expused to weather or in cantact with ground: A. Sfabs, waNs, joists (#11 bar and smaller) 3/4" B. Beams, calumns 1 1/2" REINF'ORCING STEEL: a. Detailing, fabrication and placement of reinforcing stee� shall be in accardance with the ACI M�nual of Concrete Practice. b. Except where atherwise noted an the drawings, reinforcing bars shall conform to ASTM Specifieatian A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, ar bars ta be welded, which shal! be grade 40. c. At splices, 1ap bars 44 diameters. Do not weid or use mechanict�l splicing devices unless specifically approved by engineer, d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2}-�5 bars extending 2'-6" beyand edge of opening or step. s. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specificaliy located on plan or details, coordinate cold joint lQCations with engineer. f. Welded wire fabric shall conforrn to A5TM Specificatian A-185. Lap welded wire fabric a minimum of ane full mesh plus twa inches. Laps shall be wired tagether, g, Epoxy adhesive for reinforcinc� dowefs shall be "Nilti" or "Simpson" ar approved equivalent adhesive systems. Minimum embedments, if not speceficcally indicated an the drawings, shall be according ta the manufactur�r's specifi�ations. h. Metric bar size conuersion table: METRIC #10 #13 #16 �19 #22 �25 �29 #32 #36 INGH-POUNII �3 �4 #5 #6 #7 #8 #9 #10 #11 1" RETURN, TYP. u�-X4xY4xa'—� w/ (2)-3/�."d THRU-BOL.TS (1 EA. LEG) aR WELD � 107'-10Yz � T.a. srn. STL. BM. STL. BM. PER P�AN PER PLAN SCALE: 3l4" = 1'-0» �: � � #5 DW�S x (° --� C� 24" 0. C. ��- � �, (2)-#5's CONT, HORIZ. TOP & B4T. 97'-Q T. 0. F. 0 � PERIMETER DRAIN — PER SOILS ENGINEER ___ S�L. GRATE P�F? PLAi� � G � � 3' � G 4 � � � °� 4„ 4„ b K a aa b a Q 0 .,�; d � c."�'"+c \���r"\r\` b �r'��� ��r,. f�t/�� ,,, d �i�i ��.� � � - �;h � �r `b � �� ! �� ��, g» �„ � � � c� � 1'-8" � �108'-_Q Y T. p, W, � #5 D WLS x � ° --� � 16" O.C. ��- 10" (2}-�5's CONT. HORIZ. T�P 8c BOT. #5's TRANS. � -- � � 6" 0. C. C� TOP 97'-0 T. C3. F. ���� � a������ ^� 1 �� � PERIMETER DRAIN PER SOILS ENGINEER � � ��r P � � {�. ������ �i�� ���� � �� � c�� � � �`� � � `�, � � . � L- � � ��1�1rr��ri117ii� 7s�la� #5's CONT. HORIZ. t� 16" 4.C. #5's VERT. C� 16" Q.C. Y2" EXP. MAT'L, TYP. 5" CONC. SLAB PER PLAN 100'-0 � � T.O. SLAB � SCALE: 3j�•, = i'_il„ - S`f'L. GRATc PEft P�A�I z � � � � � • : ,�,.�, p=� —_ .__ ___ �_ .�- �_ _ � ___ �r a� �.._- STL. BM. PER PLAN � (g�YO�vo) � `��. �'�-- j�S�S CC�1�i. h�ORIZ. c G .` `�` � C7�} V.I.F. 4� q, ~.`� .___- �5's VER?�. C� 16" O.C. 6 � �_ Y2" EXP. MAT'L.> TYP. 5" Gt?NC. SLAB PER P�AN 1 fl0'-0 � Q a { T.tJ. SLAB� b � ��n ��� � G �f G � l d 4 � 4 _ �� w I_ A>} � �f> �AY � � � Sf k tJ _ �__� -----� � 2'-4" °, (5)-�5's CONT. �.QNGIT. �f OP c4c BOT. S�ALE: �f�,> = i'_0>, . �.nr. r,iv�.n v� i,� v.�., �QCATE (1)-EXP. ANGH. WITHIN 6" FROM END qF ANGLE, TYP. �' ! � "� * " , . . � PLAN NOTES 1. ROOF BEAMS ARE QROP FRAMED, 2. DQ NOT SCALE DRAWINGS. � ` /� � � � � �°' �' ���- .� � � z 1 / �� r - � T.O.W. = 1Q8'-0 �' � T.Q.F. = 97'-0 � � � S1 �� � ' cPa. � � ' , �� j�,,�� �� A-. �T. 0. W. = 108'- 0 T.O.F. = 97'-0 % ' � � BM. PKT.,- f' a4� � � TYP. i � �'4�,P� � � / � � .� � 1 QO'-0 � � , �� %� T.O, SLAB ,,/ %. �h f � t R� �,, � �` DRAIN PER ARCN � � 4� � 4� 2 � S1 T.O. W. = 108'-0 � T.O.F. = 97'-0 � � � r �' VERIFY WITN ARCH. cP-. � 1 � � - S1 � �� � � '�' O�� � �,r' � � /� T.Q.W. = 108'-4 � � T,O.F. = 97'-0 `�,/ - 5" CONCRETE SLAB ON 4" CLEAN GRAVEL BASE ON UNDISTURBED GRADE 4R COMPACTED S'fRUCTURAL FIL� PER SOl�S ENGINEER. REINFORCE SL.AB WlTH #4's t? �6" 0.� EA. WAY TNF20UGHOUT. PROVIDE 1Y4" TOOLED CONTROL JOINTS AT 10'-0" MAXIMUM SPACING EACH WAY. � � � �� � 1`-1 �) � 1 `�1 � Lf—'� I V SCALE: 1 /4„ — 1,—C}„ P�AN NQTES 1. ELEVA710NS �F CONCRETE FQUNQATION ELEMENTS INDICATED ON P�AN THUS: T.O.W.=TOP OF CONCRETE WA�L T.O.F.=TOP OF CONCRETE FQOTING TNESE E�EVATIONS RELATE TO 100'-0 AS A REFERENGE ELEVATION AT THE MAIN F�OdR, AND DO NOT REFLECT ACTUAL SITE ELEVATI4NS. 2. TOP OF FOpTiNG E�EVATIQNS ARE BASED ON FINDING ADEQUATE S01� BEARING CO�JDITIONS Ai �("HAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATIaN IS REQUIREQ. 3. CONCRETE FOUNDATIQN WALLS ARE 8" THICK AND CONTINU4US FOOTINGS ARE 12" THICK NOTED OTHERWISE. 4. A�� OPENINGS AND STEPS !N CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT AND CbNTRACTOR. 5. D� NOT SCALE DR�WINGS. 6. QESIGN C1F CONiINUOUS FUQTINGS IS BASED QN AN ASSUMED ALL�WABLE SOIL BEARING PRESSURE �7F 200Q PSF AND SHA�L BE VERIFIED BY A GEOTECHNI�AL ENGINEER. 7. (E} REFERS TO EXISTING CONSTf�UCTlON (- -----}, (N) REFERS TO NEVJ C4NSTRUCTIQN ( . , •' ,�� �U,�R�� ~���� YWE�.���N � `� : � •" r It 1f // �f // 1i �' �..,. � ` �l 1 t/ // / /� 1 �1 / /� / � � -.� �_.. �` `° �... �~7 ����� / �e �����; / ��� �'�� qY,��� �� �� 1 �L 3� �� �y � � � � �� �' � � ���.��,���� �� �` -.- ` ���4 � � � �` � ° -,. ��« .� � �-°-�� ���� & � � ARCHITECTURE IIVTERIt�RS PLA.NNING Architects, PC PO Box '763Q Avon, Colorada 81620 Tel (974) 949-091b Fax (970} 949-1417 www.RMTarchitects.com ���,p0�����f��:� 0 �Q��\ p. H�����,��� � � a� � � g t ��� �� � � 0 � -.��' ° � � � �� �, r : �J �� �� Q ��. ;, ' � �l�,�i��l������� t rn �-_� ..:-,�f�=. � , �_ eF� ��� � � ���� STAMP � � �� � � M� U � cl a� Z -o rn �t- � `�t- a� t/l � � ^ f-- o ° d � �� � L � � � �� � .� Z � O � � � a� �� � � � � � � � -� Q o � � � � � J �n a: > �� ��� .� ��� � � � � � .° � v � �t � �� � �"" � � � � � � � � ISSUED FOR: l�To. Date Bemaarks - 04J22/12 Fvel3minary Review - 09/?A/12 Tssue For Constrac6an PRUTECT I�O: 1209-13 PHAS�: CD SHEET NAME SIiEET I�ii1M:BER � k a � � i � ���� �� M � � M � : • -- ... . � � .�!• : • �eneral Notes. ' � !�: 1. Do no� scale dra�c�vrn,gs. 2. Verify alI dimen�ions, condiiian, and �xti�iiy locations ��ric�r to beginning any -c�vvork or ordering any materials. Notify Fieldscape af any co�fl�cts or discrepancies in the area of constructiozl. 3. In the event thai additional detai�s ar guidance zs needed by the cantractor for co�.struction of an� aspect of the project, they shall im�mediately contact the landscap� architeci ar architect. 4. The general contracfior sha11 be responsible fc�� satis�ying alI applicable cQdes and obtaining a1I pe�mi�s and required appraval�. Th.is project is governed by the International Building Code and the International Re�idential CQde. Coznpliance is mandatory, 5. The general contractor shall v�rify alI exis�in,g gracies and lay out alI proposed improv�ments far the Iandscape architect"s approval prior io beginning any site work, �. It is the intent and meanin,g of ihese documents that the �eneral contrac-tor and each subconfiractor provi�e a�l labor, materials, tra�spor-tatzon, supplies, equipment, etc, to obt�.in a complete job w�thin the recognized standards af the indus�try. 7, A11 construction is �o fit within the available prope�t� lines, seibacks, and easements without creaiing easements or exceptions to �xis�ing x�estrictions. 8. Tlze g;ene�al contractor shall freld �exify the locations of all exis�ing u�rli�ies. All utilities sha�l be located to minimize excavation a�d vegatation zmpacts to the site. �. The general contractor shall minimize the Iimrts of exca�atron and take adequaie measures to pratect a11 vegetation beyond �he Iimit� of excavation. AIl areas of drsturbance shall be re-vegetated to blend with the non-disturbed Iandscape. 1Q. The general ct�ntractor �ha11 verify al1 site developmeni wiih the landscape consfiruction documents. The site plan is for grading a�d �ayout; ihe la��.dsc�.pe plan i� for p1ax�.ting. Any discrepancies shall be brought ta the atte��tion �f the Iandscape architeet. Project Team: G�neral Confiractor: �tonewillow Corporation P.O. Box 5414 Avon, Colarado 81620 (9�Q) 376-?'�11 Contact: Jon Becker Landscape Architect. Fieldscape Incorporaied P.(J. Box 18�1 Avon, Colarado 81b20 (97�) 328-4006 �ontact: IZic Fields Surveyor: Archibeque Land �onsul�ting P.Q. Box 3$93 Eagle, �olorado 81631 {970} 328-6+020 Contact: Ted Arehibeque Structural En�ineer: k;TZM �onsultants 1Q1 Avan Road, Avan, Colorado 81620 (970} 949-9391 Contaci: Tim. Hennum. Drawing Inde� Cover �heet Survey 1.10 Topographic Survey Landscape Architecture L1. Froni Area Existing Condiiions L2 Frant Area Layout and Grading Plan L3 Front Area Planting Plan L4 Fron�t Area Demoliiion Plan L5 Front Area �ite Details Surve� 1:1� Topographic Survey L� Pool Layaut Plan L7 Pool Planting Plan LS Pool Details Structural Engineering S1 S2 �� I � . � .•- � 1 �. � �a � ��?��f�`� ��" ��i� ���������� �� � ������.���" �� � ����' � ������� � �� ��.�, ���a ����� �� ��� � �����Q � � � J�x � �' `�, ^_ t �.. $r� 6 ��§ � � '�a �� +� ` ��' PIC * 4„� � , II� � } � �S ;. � � ,� . ��D�� �CT 1 � ���� Ja� �r�. Issue TQV TC?V z��r�f ixx�.00 Date Sepk. 2�, '12 Oct. 3, '12 o�t. �, �x� � � �:n�� , ����� �� �� ��� ��� �� ,�� �s �,4 � � � � � ��r* x; �' ��, ,��� ��?�����, OCopyri�ht F(eldscape Incazparatcad Ali Rights Reserved ThSs document, smd the ideas and designs incorporatec! lterein, as an instramaltof professiona3 scrvice, is the property oE Biel�iscape tncarpc�rated and is not eo be nseecf, in whole ar irt part, for any ottter pro'ect withaat the written auF�c�rizakion of Ric Fs`elds, �� � � +� � ,�'< � � � � � �:�„ � ... ,.-°„ � . a, , ,ag'` � ::i' ",�� , � �v,j�o<. � �� ` F _� � ��'' � �� ,. F ,; r .f f�,�� f ,,,a. �,,� ,�/ � 3`�\�` �'f+! ;:is er �s\ °� t � + �� R� t }`? a' .c�� �"'f ,s �F fl I • i � '''� ` �R`\, :� �` t ,.°°�•' //'y: �:i F�� ` �t�+ + .+`�`�l x i �: ,f ., `� j . A � F� �� • • , �.. 3•-f . � � "'�^'x+'.�n ��'�;��� .` � `y.vn " '��� uv.....v,{ jj �v ����E����F� h.+� . t'� � ��\ � "J�a. ` � � ...�,... �. ,.. i � fs �; Existin� Boulder W al1s: Existi.ng ierraced baulder walls retain �h.e slop� bet�vveen ihe house and the neighbor's property. An existing water feature is at the tae of� lower� � 1. F�an� Entry: The existin,g arrival to the house has little appeal ar reason ta be there. The existin.g water fea�ture lacks interest and ends mrdway through the h�.11side, makin� it an unnatural water course. / ! � • � !• ■ � d.00r Dining: The sou�khern e�cposure offers a varie�y of outdaor character for dining. The reasons to eat here a�e limited: there shauld be a campelling reasan to wan.t ta dine in this space with seve�ral supparting draws. , � . , ., .. r _ . • . � �� � .� ' I � � `=� . � � �� ' � ` � � z} . ' ��.�`� .�. .�.�,��.n� • .n.� w. �� � ��� �� f , .��° - Entary Urive: T�t.e driving experience to �i.e hause is underv�rhe].ming as �he water feature fai�.s to crea�e a sense of arrival and interest and the land£arm is unapp�aling, �ome oi the boulders utilized in the retaining walls are good and c�an be reused. ��. ! � . P` � �•Y �'�S .. r`'� � ' \ � \\� � -0 3"� ^ j pa��.�, m* Q�\.�h ��� �4 .,. � � � � � `�O .a�tik�� � " ,a°' ti � . � �: a� ��asr �'� w :%� �'`'\,�,,,, '`�,, F g� \ \. �, : � t .�.. +.�l� .�,� F f � , S � � * � � S � x � ` �� '�w�'`v3 � F`� `� �� 4, m � ,� �aa t ti,,,� � � � : , 3' �;s ;2i�t' . �sa C�k �,� :$� ��zs"�i? ��"^�.,„�� '�'� ° r d� a¢� sr� � �, , � ..��° ,> °��v.��> ti � $ �d �,6 � �Q� � �� . F� � ,'' � � z' $ .� �.+, P � a`�� ��=J � c � �. �� ` a d'r , ��}>�'� � . .....,. ss f�r`` f„t:. g x - fr .. . r � .. .,, .,. �, , i ,,,� ys s ,r�'' j $c =`��' ��: �... .�., ,,. ,n � � � T i 1 �' ,r� ��'�.� J � � � �'��' ^ ,�, � ��` ,� �r 4�� � f�a^ f�' �� �`�L ���.� o�'3�J 5,J +� ! ?"� ,,••` S �S° .,,. # ' ,T' �:,�;: - r� f . i w a' r r' f� ` c° ��r' �", a ✓� „� �' � : � ..,�., ` s .s �'� f� ar� �'" > �' .. . � � 3~ �=r� �avh�� pE r 0''P„a 1 $ � . ,.�at�3 i ��d�'� ��� +`�' � r � ,,.f`� '�+ � `d��FY � * `, � o � f i' �d°a�� � � zc , �� ��� r� � F "� � ,z'� �� �.0 .�' . ,�`'' F � �' � s `'� � � � �•'' aa � $°° �,.� , :> �''�� ''<� ��.�,° ,�\� �,�s� '� r ��° ���� ,,r''� ��� ,�' �. �� � Fk M1` F� a� 3`� }d' > F� "�� t e. ��r.�� ,. �$ 3`� �F �r� �a� .4.,,. c 3 � 3` �S � ` �AO � r ,*_ � + �`ar . .` t} �aa" ,a�., :�*3+ ^.,�,,, `� a s� �°` .f �s`fi�,v„`�'r�'"�4,��. f '` � f;' .: � �,�� ,,, r'�`�� �i �"�� f i� f'�` ��aa r" d � �,AC^ '� �S�'..� (" S 1t'f t � � „�*'� � A \ � F p _ ��r.. �, d { �� \�` ff..; V / A ,s Fa �,� ��` .�� � . ? �� .'�� ��� i �� A`C }, Q�`C r f` ��,�$ .'^� ff' � a .. �p" s , {. g� 3� F �"� � : 9S� 92 33� 44 3� + �. �.: �2`���. 9s"X . • Clp►en �iews to �he V1l�est; — Lower the grade at the end of the walkway tca open ihe vi.ews to the hillside to the west. Wxap sad gras� aver the �ip of the slope to give the . same imp�ression as a nega�.ve edge. . �, � � : �,...,,,,� `` ^+�.e � ti i'i •• � ��'� �� 4,` �" � �`^+., ` '� � '�.� � c+y t � � � �4�' . �.' � �' f �a��� �� .� z .,�.. �?� , •� "y�� .. � � \v. A '.?. 2 �..,.. \ �'�^.� . � `" ! � �� ��_ �"R � , #':.f'. '�, � .. . ,,� ��•�k`' J .�y.� �.j. w� V " ,...��..� �"?r � �: ` �...,;,`��,,•,''r F `��4.� p�,�,..� , �, , � �.,..� �� .„....� V�,.a _ � � ,��� � Waterfa��: Provide an upper water well with a spillway t� a deep Iawer pond. The drop should provide Ioud white noise for �he upstairs t�ffice, t�.e I�ining T�oom, and the dow-nstairs Bedroam � t : � � @ ; � ? ��,� ��Q�l.+e �c�.�%: �� o���� `.� Realign the sfane walk between t�.e entry to the ��'"°���. °� steps to the back of the house as shawxl ta ��,,, ` respand to the Iayaut of the water feature. � � �r a `� �k` � '� � �� z�.��`\, _ � ~`� w:. Wa-ter Wa11: Provide a concreie wall offset fram �he common properiy line by 2' with n. a stane veneer to match the hause and moss boulders at its base� �� `\��, D1Ti111� ROOriI r � Entry �N�.�tie„ � ���, �. �, ° .. ..r �; � , � x � �� . �. , '�i� . �. ,..� , l � s? �'. ,. ,tY �ti< �s .... � � ��...w '� � ,, �r.��"- �. � # � �.t � Ai i �' � ���z .,�. ss, � � �; y, � � �.r. �..,. � � R � =aterfall: �P'rovide an upper w�a%r ���.� vvz�h a spill�nray to a deep Iower pond. :- e drap should be the focal paint fro ,����e existir�g patio, �he frant ������ � door, and the entrV ste s. 2 J � � � i, ": � ` ��' 6 : �.I �,. C7 � � �4-.� E+ � � � � c� u cta �► � a I "� s � • � � ��� �;� �� � � .. . . •----••— 1. aL/. i' V r _..�. �=�z.��..� . s7 "� � ` � , 3 {�� .�'�" ,,a;a � J, , � °� {,: � �� � $2.,.. 81 C:��r��� ��� ��.��'j � � � �/� � {€#{l4fl'� w� �.... �..•�°"��. a.,, . . • s � . � � ♦ � • . � w �.. .. `��.�. ., � Provide a steel handrail ta ���-.� match other handraxls an site as shown. � � �Exis ' stane stairs and ssoci ted boulder retai ' g ta Remain .. ..,. `, � `Z. `e 4 � � u=�`L ���� Exsiting k�,. , � � �,� . 74>�CU�1% V �G' �; � ,� �� z t � �,O�WE'T � � � � a P4i�C�. � s , ��\� � �� , . ., , ^`�y�'}}`k,' Ys3 fu _ .,,� ,....,..� A� .a� � . . � ,. s. T4 �7�,..,., m..w.. ,. 1.. 13',� %2' � 71 x`� , ..,'• ,., .,, 74.6'� w. �,... .., . . , �� 1 � � �v ,��.� � �� � �N—__..1 � • � �bo�l �� � ���Sk�s�$ �: � � :Evergreen Tree to be Removed (typ.) �� �@���`a� .��. ��� , .... s�� . ; � � � p Ikciduous Tree #o be Remuved {fyp.} '` ��.� � � � � �� � � � . t A3� M �''""^w .�,�,..� Existutg Conkour xisting Spot �"I�VZtl021 Praposecl Countotu ,�� C� s,��y} � �/�''�'�' � Limit Of DiStuTbanCe pi'p 058t� S tit �r/" �.2.�� � P i� �tevatian • • A s � . E�astin Boulder Retainin � � (sce survey} Pmposed Baulder Retaining seeSite�lan { J � r��.° � ` �� ���...,..h.....,.y.�; t.,y ,,;�` �,r,� . .�` � . �... � f�:.� � s = ., ,. '�_� {.,� I�� ,. N� ? 5 v�` V F~ f � j � F' lc l�a� � F� , r , a. �``� ;. f� ,;. . ,,.%" r Y J �� ,�' � �. { i: i \ � �/ ,S` '� � �F r 1� _ �:• "' f �6 . ' r���4.'v,�'',f � "; i �'� �+ ,.;>��` ._" ,Y+`c,.=<>• /� .. . ���SE�� ..<f � �� ` f � � f � / � ! ! � � • • +. . � � ��� � � �.�1,. � Commt�n Scienti:Eic Count Size N�me Nam� o c��� .�.�p� `� Quaking Aspen P���r,�� � txemulc�ides # # Papulus 1 tremuloides ... .... . . .. .. .. . . .. ... .. . . ._ . . . . . . . . . .... . . . . ..... . . ... ... ..... . . ... .. ... . .. .. . . ... .. . . . .. . ..... ............ . ...... ....... .. . ........ .�.. ..._.. ...... ....... . ........... ... 2° c�. 21/2'" Cal. S° Cal. 2-3"' Cal. Multi (5 trunks min.) 20 Gal. #5 �. .�ar�. �� C�., �.��� 4.C. Sq. Ft. C�7�C� I�.T�18 . . . CA � � � W � � /� � V � �e/ [ � r� � � � � � � ^ � �.J � �,z:. � .:..:` ��` : �"; � ���t�, t�s`,, ` ��* x � 'rv'.. .� ,, / � �� 3,> ,�. Y°` . �` ,�/ �.�°°' �` , .�c�,�''''°` ,�°` . ...'���f , " t `��„_ >�'`� Rem.t�Ve Sieel Ed.girig: Remove the steel edging and s4d associated wi�h it between the walls Remt�ve Existing Wal�s: Remave the existing �erraced boulder wa11s which shares the prapert-y Iine of Lat 1 and Lot � . , . � � � � .' . . . . ..�.... . • . �� � I � ���` . �� Remove Stone Walk: Remove the stane walk araund t�i.e entry monument ta accommodat� the lower water feature. _ '� �� k � .,� � W„i..�.w...+o'w"'�.++^^"�..+���""" ' � � ' ` �f � � � � . * Jo� r�o. x1�.2.00 zss,�� ��t{ TOV Sepi TC7V (�ct. Permit Oct. . . . � • i � . . •i • � � . � � � , � � � 7 � � � .! �► • . � �� i � . � � 4Copyright Fieldsrape Incorporated Ali Ltights Resc�n�ed This documcnit, :�nd the ideas and designsincorporated herein,asan insirumcnt af proEessional service, is #he property of Fieldscape Incarporateci and is not ta be used, in whale ar in pazt, for any other pra1ect wikhout the writren authorization of itic Eields. 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I��mit of Disturbance/ Construction Access � / ! / / % % � / � �u�:nln�/Divi�.g BQUlder: Provide a flat-topped boulder for sun�n.ing and div�.n..� in�o the Diving Wel1. Incorporate naturalistic hand-holds and steps f c�r access out of ihe pool. ��C1��111� Z�.11t�.���.�J111�: �Brid�e, Water Feature, VVal1 and Land�capxng to► be ��'C�tE',���'t�. C�ll�'l�"1� �Oi'1St:C�U.CtlOr1 and IZe��ored to �urren� Co�.diii�►n upan,aCompletion c�f C) . . , � � 1 � ..;.. � 1r .�.c, , :, .��:::1 �,....�,::.., °°� �� .:: r,,��: �� ___- � ��ape� . .----�-----� Line , �______.__,_ _____-- � I' an� Common �1111E �' FA ! Fat .Albert Spruce ~�fil ll�\\��., �t��l�l�ll�.r � M �.Montgomery Spruce �`�till���� D� Dwarf Arc�zc Willow �� Froebel Spirea °°a� `�� �,>,, ,� Mixed Pexennials �, � � ue 5cienti.fic Count SiZe Growth j�,� me Height/Spxead Picea pungens 'Faf Albert' Picea pungens 'M�rntgomezy' SaLix purpurea Xt� Spiraea japonica 'Frobeli.i' r unning/Divir�g Bouldea�: 1 20 Gal. 1 10 Gal. 3 #5 1 #5 70 1 Ga1.,18" o.c. Flower Flower Co1or Sea�on None None Yettow-grcenJ Ea1'ly Spiii�g Gray catkins. Reddish-Pistk Late s�ring to early sunlmer • . � .� • . . r � * * : , r • , . • i � i . • . � • • i' i " '• • � • • , � M � � � ; � � � � , . � � � � ' • i ' ' •• �. V ����. 1, The pao� coping and al1 finish grades of the p�ropo�ed paol shall match existin� p�aol grades unles� othe�wise not�d; 2. Th� p�ol cover shall be fasiened to spring-loac�ed screvvs in the pool caping and e�ele�s �. the cc�ver and shall meet al�. applicable code� and rec�uirem�nts. ����� ��� ����� � ������;, � ����� ����,�� � ��,����� �� ����� ����a �c���� � �.m. .�.1 �.� . �� �� �e �� �� ��o � ��� � � . I I� � • .. � � � • � M • i i � s ! � ! i� � ! � � _ 8'-0" �Va�ies, See Plan} � � Stane Pool Deck WATERZINE Q . . : .�� � .,�� � . � � �: . � a : � � � . � � � % / ./� .� . . i . d . %\,�'�\,''' � f ��,�'.. � �� � � � �.�� . ,��. , . . . . 4 ,/ . ,''�,�. � � �.,��f `\`�\\ � � . /�/�.��i� Pool Beam• �� .�'�� % %,/\ .��/ % r � � � ` � �� �� \\ �� See �tru�tural � ��. . ������ � � �' � �` �' �r�.w��� � ,� . � �f�/ � � �''r� . � \� \ .,,� �/f,�' , . �,r ,� /��� .r�.:.�� �`�� � ���� ,� ,,��,' �/�� ;� `� �� � ,� � \�i �/rj, � a. �, /. 4 . . . , ( ' � . • . . �� . ' 'a d d . . . . , � / � / � %, ��, ��,, %, ��, �,,�� �'�,, ,,,��� �'.,�`��`�,��;�`��\��,�\� \ �i`��`��,'\�,,��,,�\�i\ � /,��/,��.�',,��,/�� � :� „� :� � ���° � � t-�°� Lap Lane 5�' Fau� Boulders; r. � a � � , r, ti t Plasterr �apph.ire By �L Tndu�tries WATERLINE " Pool Drain Well ���.�. ������ �/�:" w��_�=_ �„ �� 4 d 4� . . � . 4' • ' ' • 4 4 � ���� �.�'. ��. '�`""�.: � .n . � Stone Coping; 2"' T'hicl� Colorado B�ff Sandstone with �Tatu.ral �le�t (�ee Pha�to� • • +r� f• � � r i � f • � � � r s � * � -� � - - s - . �, � �� � . CI 0 � � � � � � ''��/�%, ��.,`�` \ ��/ \ � � � � � � � � / %,/� ' . �� ! . . � �,�, . �����xll�l� �1�.�, � 1/," � 6" �C ��.ried Lengths o� Colora�.o Buf� �andstone � Pcac�l Beam; � �ee �tructural L}rawings �or Widih and Reinforce�n�nt � ��� ���.�.� ���.�.� �.-�,r�,�r �.�t�,��, � �"���a �� {�����? " ��°������� �' �,-- � �������� *#� ���� ����� � ���,� �����q /�� � ` ����� . �m m`"� � �� ����u � ���� " � � � � � � � � M ��� ��. Zac�.00 Issue D�te t�wner Aug. 2Q, `12 ow�er au�. 2$, ��.2 T�7V Se�.18, '12 �ou o�t., �, �Zz �G'I'TTtlfi �Ct., 4, '� 2 . . . . � � . � .. s � ♦ � � � . ' / s i � . �► • � . �► . • � �� . . � � +� . C1Copyri�;hr Fieldscape [ncorporated �n x��s,ts a���Nea This dacument, and the idcas and designs iocc7rporatcd hemin, as an instrument of professionaS service, is the praparty of Fieldscape [nmrporat��i and as not to be useel, in whole or in part, for any otlier pro7ect withuut the wntten authari�at'sun esf I{ic Pields, S�'Lt'E'� „ .. DESIGN CR1TERiA� Brownstein Poo! JC}B �: 1209-14 Patio Live �oad ------------------------------------- 100 psf Patio Dead Lac�d ------------------------------------ 75 psf Seismic Qesign Category ------------------------------- EXEMPT IBC/IRC Edition ------------------------------------ 2009 SPECfA� INSPECTIQNS: a. Special Inspectians shai! be prouided according to Section 1704-.1 and the statement of specia! inspections fls required by the Town of Vail. b. The structural engineer does not provide special inspections. Periadic observatians of constructian by the structural engineer are not ta be considered special inspections. FOUNDATIQN DESIGN: c�. Design of individuai and continuaus faotings is based an a maximum allawable bearing pressure of 20Q0 psf (dead ioad plus fuil live laad). b. Foundatian and retaining walis have been designed using a(ateral pressure of 45 pcf. c. �ootings shall be placed on tne notural undisturbed soi1, ar compacted structural fill per �he recommendotions of the geotechnical engineer, below frast depth. d. This faundation has been designed a�cording to the design recommendations set forth in geotechnical repart 100-827 by NP Geotech. The contractor shall follow the constructian requirements from this same report. e. Provide continuous foundatian drt�inS around the perimeter of all pool walis. Contact geote�hnical engineer for details. f. A representative of the geotechnical engineer shalE verify sails conditions and types durirtg excauation. Report any discrepancies from ariginal findings to structural engineer for re-evaluotion af foundation design. g. Backfiil oround and c�bove retaining walls shall be compactian-tested per the recammendations of the geatechnical engineer. h. Verifiy type of fill with soifs engineer and structural engineer priar to backfilling. REINFQRCED CQNCRETE. a. Cancrete design is based on the "Building Gode Requirements for Reinforced Gancrete" (ACI 318) as adapfied by Chapter 19 of the 2QQ9 iBC. b. Structural concrete shall have a minimum 28-day cdmpressive strength of 3000 psi. c. Concrete shall be proportioned using Type i-II sulfQte-resistant cement. Admixtures containing chlaride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice. e. Goncrete slabs on grade at patias shall have sawn or tooled contral joints at a maximum spacing of 10'-0" in each cfirectian. f. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. �oncrete exposed to earth or weather: A, #5 bar and smaller 1 1/2" B. #6 through #18 bar 2» 3. Concrete nat expased to weather or in cantact with ground: A. Siabs, wafis, joists (#11 bar and smaller) 3/4" B. Beams, columns 1 1 f2" RFINFORClNG STEEL: a. Detailing, fabrication and plocement of reinforcing steel shaN be in accordance with the ACI Manual of Cancrate Practice. b. Except whers otherwise nc�ted on the drawings, re�nforcing aars shal! confarm ta ASTM Specification A615 and shall be grad� 60 except ties, field bent bars where permitted by note ara plan, or bars to be welded, which shall be grade 40. c. At splices, lap bars �-4 diQm�ters. Do not weld or use mechanical splicing dewices unless specificolly approved by engineer. d. At corners, mak� horizonta! bars continuou� ar provide corner bars. Around openings and steps in concrete, prouide (2)-�5 bar� ext�nding 2'-6" beyond edge of opening or step. e. Extend reinfarcing steel a minimum af 2'-6" thraugh coid joints. Unless specifically located an plan or detcails, caordinate cold joint lacations with engineer. f. Weided wire fabric shafl conform to ASTM Specification A-185. Lap welded wire fabric a minirnurn of ane full mesh pfus two inches. Lc�ps shall be wired together. g. Metric bar size conversion table: METRlC #1 Q �13 �16 �19 #22 #25 #29 #32 #36 1�JCH-POUND #3 #4 #5 #6 #7 �8 �9 #10 #11 GENERAL REQUlREMENTS: a. 5tructurai erection and bracing: The structurol drawings illustrate the completed structure with al! elements in their final positions, properly supported and braced. The contractor, in the praper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for cansultation (not in contract} as r.equired. b. Dimensions: Check ali dimensions against c�rchitectural drawings prior to construcfian. Do not scale drawings. c. Canstruction practices: General contractor is responsible for means, methods, techniques, sequences and procedures #or construction of this project. Notify structurol engineer af omi�sions or conflicts between the workinc� drawings and existing canditions. Gaardinate requirements for mechc�nicalfelectricc�lfplumbing penetrations through structura( elements witFr structural engineer. Jobsite safety is the sole responsibility of the contractar. Ali methods used far construction shall be in accardance with the late�t editions of the IBCfIRC. d. Details not specifi�alfy shown c�n the drawings shall be construeted in a mc�nner similar ta the dstails that are shown far like condations. These items shall be braught to the attention of tha structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. e. All waterproofing and fl�shing is the respansibility of the architect and contractor. f. It is the responsibility of the contractor to contact the structurai engineer at the appropriate time to perform site observation v'rsits. Obsarvatian visits to the job�ite by the engineer are f�r determination of general. conformance with the constructian dacuments and shall nat be construed as inspection. g. Though every effort is made to provide a complete �nd clear set of construction documents, ciiscrepancies or amissions rnay occur. Relea�e af these drawings anticipc�tes cooperation and contir�ued communication between the cantractor, architeet and engineer to pravide the best possibfe structure. These drawings have been prepared for tha use of a qualified contractor experienced in the canstruction techniques and systems depicted. h. Existing structures: Cantractor shall be respansible for verify"�ng dimensians, eleuations, framing, foundation and anything else that may affect the wor(c shawn on the drrawings. Underpinning, sharing and bracing of existing structures shall be the responsibility af the cantractar, �ic� ���: � I��u�l�, �a�� 1��'�.�, s��' ��� ��� ��� ��� � � � � � ° ��a � �.o�� .� �.�.� � �' �� �"�� � i� �� �� �"� �-� � �� � ��,�.�� � c����' � ���i�� � � r����. � ��� 1 �� , I � ��_ �� '� � � �-1 ��� �� � ��°�,�� ���'�` � �/� � r �� �� � ��� � � �� f �. � � / �' ���� �?� � � � li���(���.���`l'C 1 � � � � t�a �, ��,,�- ��` �`�' 1� � �t /� / �C` � � ~ � 7 � _�� � oa'—o / i Y T.O. SLAB � /� f � BOULDER PER ARCH., TYP. / � � TNICKENED CONC. SLAB � � / �� BOULDER �OCATI�NS TO EXTEfJD � �� / APPROX. EDGE OF C�#�C. SLAB----f/ BEYOND BOULDER 8" �fIN. � � i {SEE ARCHITECTURALS) AROUND, TYP. � j I � T.4.S. = 99'-6 1` � INDlGAT�S �DTN. Fi��L C; -------�, --�'._ . . --`' . `� -. � � BOUE�DER �OCATIONS, TYP. , S2 � ,--. � � ,�. � / � � ���\. /r--� i.O,S, = 99'-6 ,!' �� ``�-...,� � INDICATES FTG. HEEL @ � l 5" CONCRETE SLAB ON 4" CLEAN �.�,,. j / � '` �.,, `/ GRAVE� BASE ON UNDISTURBED GRADE J -;�� '� �� 5 ""' -�.. „� � BOULDER �OCATIC}NS> TYP. � � UR CQMPACTED STRUCTURAL FILL PER q. i °�.. � ''` SOI�S ENGINEER. REINFQRCE SLAB ,r,/" � , (`�-..,, ���� S2 ° �. ` � T.O.W. = 99'-11 � � 1 Wl7H 6x6-W1.4xW1.4 WELDED WiRE �� $ `° -... � . � :.� � � �� FABRIC THROUGHQUT. PRaVIDE 1 Ya. � �,,,, �� � °`l� � '' � .,- . � T.O.S. = 89'-6 / � TOO�ED CONTRO� JOINTS AT 1 Q'-0' /,,.- � � � �, I � ° � � - � � ° � � � -'� S ��ti` 1 MAXIMUM SPACING EACH WAY. �� � � � �`' � � ` ` 1;`" <, S� O,a T.O.W. = 98 -4 H�{GKENED E�LAB a T �� / � � I` �.--_ /� / ��'��l � � 'q6� F �„ ,,,._. T.a S. = 89'-6 QQ � � TOP OF WALL / � � �' 1. ' , �' ` ' \`; T.O.W. = 99'-11 / `"'e,� �`''� . � 1 INDICAl'ES EDGE OF � T.O.W. - 99'-11 t, T.0.1N. � 98 -4 �j l ' � i.O.S. = 89'-6 / `° �' / - T.O.S. � 9�'--2 � `" ' � � / S�OPE �'�.� . � __ � f `' -.. T,O.W, = 99 -91 / � THIGKENED SLAS AT �� SLAB °.. �.O.S. = 96'-4 i'�� � /� , ,--� �'� ,., T.O.S. = 89'-6 � / T�P �F WALL (V.i.�.} {�.LF.� � ��� �� i � �`�.�____�_.___�, `•, T.O.S. = 89 -�- 12" CnNCRETE SLAB ON 4" CL.EAN �`' �,. � BOU�DERS PER ARCF�I., TYP._—_ ___ � l,,-¢'" ; '� '` �... �I / : -��-�'��� ���.� f �„ / GRAVEL BASE QN UNDISTURBEQ GRADE }, � f/ 100'-0 i .-- OR COMPACTED STRUCTURAL FII.L PER � �� � ;� ��la--r'� �X- j T.O. SLAB �- SOlLS ENGINEER. REINF'4RCE SLAB ���._� � / � � �� -% i \ WITH #5's C�7 16" O.0 EA. WAY � � ( THICKENED ,..--- � T.a, SLAB - �vJ-�i�� SLAB EDGE THRQUGHOUT. ,,,, -- i � � � T.O.W. = 99'-11 T.O.S. = 9G -0 � �, � � / f . T.C}.S. = 96'-6 � ._-��' ��� + 88'-9Y �,,..,.--'� T.O.W. = 99'-11 � f� / INDICATES FTG. HEEL C� � (V.I.F.) � 2 � ',�� �� ,+ .,- _...,. _.._. _... T.O. DRAIN `�. �/--'" T.O.S. = 89'-6 . (� BOU�DER LOCATIONS, TYP. 10" SLOPE� � S2 `�� � �� � � `"'- -..� ,� � � -�... 0 ���; ; ��'`� -. ~ . '� '`� BQULDER PER ARCH,, TYP. � SLAB �/ i' {,�� �� �. � �' ./� 17 , , \ � �.,04 �' �,,/ �'< � / �� T.O.S. = 99'-6 T.0.4V. = 99'-11 12" CO�a�RETE SLr�B ON�4" CLEAN `\� S\.�`� / T.O.S. = 89'-6� SL,�� F / f 1f GRAVEL BAS� �N UNDI S, UR�ED GR�1DE ,�, \. 1 ` ! l StM� � %- T.O.S. = 96'-6 OR CQMPACTEI� STRUCiUR'L F�lLL F�ER .� �---^_��. � T.O.S. = 89'-6 �, �� � 3 � � (v.�.�-.) so��s ���������. �����c��c� sL�B �� ` ° � . _-/�. / � S2 ��% Vt<iTF-I �5's Q i o" O.G �A. 1r+a'AY �� \ \ c, � �i �'"` � � � / TN�ZOL3GH0UT. i�_O.S. = 96'-0 �----'�---_ � \ �- /.. J� � T.O. �N. = 98'-�- �.` T.O. W. = 99'-11 / �� T.Q.S. = 96'-6 � �--...� � T,O.S. = 89'-6 / � 5 APPROX. EDGE OF CONC. SLAB / THICKENED CONC. S�AB C� - � � � � �_ 'J '' / (SEE ARCHITECTURALS} � f BOULDER LOCATIONS TO EXTEND {..A.� °,0.�. _= Q9'-11 � �/ BEYONt7 B011LDER 8" MIN, �� ���.'. � ��'i� � i , ' G��-�" V.1. �. �� � f AROUND, TYP. T.Q. N. = 99 -11 �l �- � } `� �,r- � � � � T.Q.S. = 96'-6 5l-��' ° -- � � - - - - -._ � / `� � (V.l.F.) �J ''' _• _ . _' -� ,� ��'� � / — EXSTG. RESIDENCE T.Q.W. = 99'--11 \ �-- �'°'' ,. ` r ,._. . � - .�. -� � %� T. �. S. = 9 6' -- 6 --'" � . . ...--�-- � �`- -- i � __--- .- f-� �� f1 '� `�� �,, _ — — � � -` .°° �-.. ,� ( V. L F. ) ` �' ` j �" �. `' �.. � / INDICATES EDGE OF- � ��� '"--°' � � - � f � � �`` �` .�, �' ~` �` �` � THICKENED SLAB AT � , � S2 �^ � � ,, ~ ° .� � `' ~ �. / � � TOP OF WALL � F' �__ �XSTG. �tiTiO 1 ~ � °�/�~ ,.. ~ ~ �f � � � � l .. � �,,. �, � ; � � � � ti �`..--�, C. � �. �. �� , '`� �` ! � �` �` � � �- `�- � .�o � _______ , 1 �' � � �, ~ "` ,.. �'' �.. T.O.W. = 99'-11 rv ��.- � '; �`Y � � ~ `` ��" T.O.S. = 89'-31 �� ' -1 1 1 / / � t � � � \ j, ` t i ;i i ___, � ._ ____ / / �` � ; � ' ; j f � ..- � � , 1 �,, �- — — -.� � t v � { --` � t / `� i� °- � t / 1 1 I �... . =�' -' / f � � � � � � 1 `` �. / / J J ' � / � �� , �1 � �.. � / �\ r / r , �� / � � � � . . _..�.,..,... r l 1T.d.�S. _� 99' 6 '� ' �/ �'' � � / � / 6 � 3 � / �� %` � � / `` �,, / / EXSTG. �ONC..____l �" - --... _ I � t � .-i/ ,/ � � f � �/ s2 S2 i � r I � ��i��, .-f" � 1 I T.0_W. = 98'-4 ` � 1 l , 1 � � � S�� � � � � �� �-_ _� �' � I � � T.o.s. = g�'—s � i ' �' l r�' �� 1 ,'�� `�� = �C,� -= � P LAN �` � � r \ C�.� �. ' ,` =1 ,f ! ' ,' t � , N Q R TH � t/ ` � , f �''' t � � - � � 1 � / `' -- � ,.. � � � �oo'—o ,' ,` ," , ; ' ! � �� � l 1 �) � 1 V I� �1`—'11 V SCALE: 1 4„ � � >�Q„ � � � `` � .�J� -..,. � � -� ��- � T.O. SLAB ,� / �` l � i 1'` ' ' � � ; � I � �. '`� � 1 � ` —� � �,. � ; f ! �� ,�� �� �� ' �; P�AI� NCiTES v ���� f � � ' !. l `~ �'� �� � `1 1. cLEVATIONS OF CONCRETE FOUNDATIQN E�EMENTS INDICATED ON PLAN THIJS: l� 1 ��� � �� � ..... _y v" � � � '� �`` �- � °�a` _'_.__ � __. --- - � � T.O.I�I.=TOP OF CONCRETE WALL T.O.S.=TOP OF GONCRETE SLAB �� � � ~�° �`' - THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE TOP QF �, �� �' 1 `� �- �� `� � � PATiC? SLAB> ANd DO N4T REFLECT ACTUAL SITE ELEVATIONS. ������� �a � `� � I �� �' �,`�� � � 3� �� ���� �� � � �,7 �� 2. TOP C}F SLAB ELEVATIONS ARE BASED ON FINDING ADEQUATE SQfL BEAR(NG �� �������'��°�;"�� � \\ \ / t' CONDITIQNS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. ���°'���� °�. ��' ����;�� �1 \ � , �_ �` __- — ' ,~,_ .___ � `�.,�,��� ����� � ����i� R�w 1 ��� ` �+ ����, ' .��> � , � , ` - _ "" � ^ ° �. � 3. STES'S IN TOP OF CONCRETE WAL� INDICATED: � � ^p � � ���� '� / ' _ _,-_ �- _ -- - � . � � �l t �____ - �" .�� � � � � � i � ` .__ -- _ ��� �. ��L B�EJLDER LOCATIONS AND STEPS IN CONCRETE WAL�S SHALL BE VERIFIED WITH ARCI�iTECT AND CQNTRACTOR. ������� ��� � ����� � � � 5. SEE ARCNiTECTURALS DRAWING5 FOR AL� DIMENSIONS FOR POOL LAYQUT. �,-�,� � �����-�" ° 6. (c) RE�ERS 70 EXIST{N� CONSTRUCTION (-° - - - - - ), {N) REFERS TO NEW CONSTRUCTION { ). r �12CHITECT(3RE INTERiORS PLA1�iPtING Architects, PC PQ Box ?630 Avon, coloraao slszo Tel (970) 949-4916 Faa� {970} 949-1017 �ww.RMTarchitects.com . �������������� � @��,�,C: 3-����,������ � � Q � � /��°��� , � ��� ` -,,. STAMP Z' � � Q H J (/� Z Q � � � � � �� r, N � �c � � i � �� � �ch � �3 °' .-, �c� o r� � �� .� .... a�1 = <t � �� .� � � � c� � r� � u� � �� � �a U m � -� �? ¢ L �n � > � � � �� r � �� � � � .� r� � � � � ISSUED FOIt; Na, Date Rennarks A 10/Q4/l2 PEnI►1ti'T � .. � � � O � O �^+ PROJECT Nt): 1209-14 PHASE: �D SHEET iVAME SHEET NUMBER _ _ . _ __ APPRQXIMATE WATER LEVE� TOPPING PER ARCH., TYP. SEE ARCH _ _ _ _ _ _ _ _ _ - - - _ - - - _ - - _ - _ _ _ _ _ _ p SEE ARCH. FOR STAIR ' ° -�- " � � RISE AND RUN TYP. o p. G n��;: � �¢ ° �����: • a a A � �i�\� \ �5's t� 12" EA. WAY tl �`M ° "a ��\��ti � �'��%�: � a d � �p, ��f����: a t ° �j��j� �3 CONT. IN EA. d° d Q ��,��� NOSING ' � ` a �5 REBAR EPDXIEQ INTO ° 96'-6 ° °-0 d ° 3l4"�x16 HOLES {� 16" O.C. �°, �" T.O. SLAB a Wj 5" MIN. EMBEDMENT, TYP. a � � • � � � �S Q te ° q 4 °' -v , � . . � � . . _ � . a d . _, �r . q � � . C d ' � � . d . d � . 4 . a - fJ Q S . ov d . d ' 4 � � Li � .. � d d O . d . . d � G . . tl . . . �. �Q � q G � � � p . . a . d ' � 4 , e,! �" . � . �#5 REBAR EPDXIEQ lNTO SEE DETAiL 3 jS2 F(?R �I4"�x10 NO�ES C� �6" O.C. SLAB REINF. INFO �Q>, W% �" MIN. EMBEDMENT, TYP. 5" SLAB PER PLAN � �„ -,�------ � � � MIN. 100'-0 — �AB ., . � � EQ (1)—#5 CONT. NORIZ. �'—o #5 Q WLS x � Q 16" Q.C. � .._._ #6 D WLS x � �; Q 6" O.G !.�- �'_ (2}—�5's CONT. TC7P & BOT. PERIMETER so��s ��v�>i 5" SLAB PER PLAN � ao'—o : T.C�. SLAB - 70PPING PER ARCN., TYP. ARCH. , 6 � a �'�.�,..�. Q r� 4 c l �f f�,� %" Q e � y tl i :� 4 b Q. a e 99'-11 T, 0. WA�L APPROXIMATE WATER LEVEL TYPICAL th+Al�L DETAIL @ QEEP SECTION OF POOL SCALE: 3/4" = 1'-0" 2'—a MIN. SEE ARCH. � xx � MIN. � � � � ---- — -_-� �� q � .,��,�v �.;f��� j�r;�-��,�� a ����s��✓��'�'��`,,����,�,�rti�����til�� � ' `�� ; ti r � � '%� `r y� !r� � �r � r� � ii � �i � � ' `r � ; �i � f ��'',�����,iyri\�,���,���f�,f �re�� d ° ���i,,�,.�\,,,���fr�,���,f��f\ � � I= ,�f,�.y�,,�,��,�,, � � �\�f\\ f\\����� '�r`�,� f� f\� �5 D WLS x J ���'`,!{i�ii�' ° � Q 16" 4. C. � ��`� "��''��� 2'-0" a � � 5" 5' Q (2}—#5's CONT. HQRIZ. TOP & BOT. 9 o$ � a . � � �� � � � r � , PERIMETER DRAiN PER SQILS ENGINEER 1Q» 3'-0 �5 DWLS x �rv_ C� 16" U.C. �� APPRaXIMATE WATER LEVE� SEE P�AN � T.O. WAL� P00� ,/� (1)—�5 CONT. HQftIZ. / t� MID. NT. SEE PLAN T.O. SLAB #��� � 16" O.C. EA. WAY SLOPE � � �4 . a. � ��c d � . � � n � ° �t : '�° . � � , � ' d a ¢ . � d. , , d ^ . � . . O d g � �� ^� � � b ° 4a . TYPICA� WAL� QETAIL Q SHA�L�W SECTION OF POOL � � d SGALE: �/�>, — 1'-0,> 2'-0 MIN. n Q ( e�- � b TOPPING PER ARCH., TYP. S" SLAB PER PLAN — 100'-0 -- — T.Q. SLAB , _ 4 (1 }—#5 CONT. H QRIZ. a � ao'—a T.O. WALL � SCALE: 3/a" = 1'-0° 1'-4w / �---_r #5 D WLS x � C� 16" O.C. � 1 —4 THICKENED S�AB PER - PLAN (� BOi1LDER LOCATiONS, TYP. : DURING PLACEMENT OF BOULDER: ----� CENTERLINE OF BOUL�ER NOT TO � �xcE�� ��c€� o� wa�.� Q �a�� i SlDE> TYP. _ � V,I.F. PER BOULDER SE! ECT10� , _� ______ __ . _-- --a--- -�.. , ''. ___ - -- — __ __�--- , . � _. __ � _ �_ , r � ` __, r' jr ; PRQVIDE 1" MIN. BED OF NON--SHRiNK GROUT �ENEATH BOULDER C� BRG., TYF�. l� /f + �5'S C�? 16" O.C. ;� EA. 1NAY / � � ° � � � 4 C f .. C � 4 n � jj� � ! Q O 4 r � � • � n ° ° �, � `�' � � a (1)—#5 CONT. NdRIZ. ° � � � 2 �5 DWLS x � {�16"O.G. ���� � ,_, 2 —0 5 5° - {2)—#5's CONT. HORIZ. ----- _______ TOP & 80�. ` �-_.__ � ° a �t'� <�,�`?�''-� � � x,r � `-s (� 't" K`k-,� „-/H i � .. �j t: �. � ��� ������� _ � .. f J 9 � � � a PERIMETER DRAIN PER ---' � ; SOILS ER3G(NEER E : a i I 1 —0 I 10„ TYPICAL WALL DETAIL� C� BOULQER LaCAT14NS Gz SNALLOW SECTE4�! C� POOI� q n" nnn ir� �i n n r-�rn fL � ! (x L �r �41. ���� i�Lf�i� T. Q. F. TYPCCAL WALL DETAIL C1 DEEP SECTION OF POOL TOPPiNG PER ARCH., TYP. 5" SLAB PER PLAN —� 1 t�0'-0 — -- T.O. SLAB , �,,, � , (1) — �5 C0�! T. __i °�,r��%������'����: f. � �-{ORiZ. �°-�. �5 C�W�S x o C) � 16" O.C. � 1'-4 2'-0 --- �5 QWLS x a y C� 36" O.C. � �f r— Af'PROXIMATE r` WATER I�EVEL �-- t ���—s � -�- T.O. SLA� . 1 ( � � I POOL ' 98'-4 ,{� � j T.O. WALL I � SEE PLAN ! �5's Q 16" 0. G, ' T.O. SLAB z E�,. WAY t � ; S�OPE f } _... _._..4"'"_"'_}a+- f _� -- , �� � � � ��, � � ti � G , � I`^ Y � � A SCA�E: �1�." = 1'—p„ � � � a V.I.F. PER BOULDER SELECTION PROVIDE 1" MIN. BED OF � NQN—SHRINK GROUT BENEATH BQULDER C� BRG., TYP. #5's C 16" 4.C. EA. WAY � a Q _ a d � ° ° d a t7 d 4 O ,� i ° da _ Q Q Ct7 a 4 a. � _ a THICKENED 5LAB PER a P�AN C� BOULDER LOCATIONS, TYP. ° Gi A (1)—#5 CQNT. HORIZ. 2'-0 #�J �WL� X � a d � C�7 16" O.C. �� Q, � ' dd �„ -�„ � C! � �- ��. Gl #6 DWLS x � -------.._ a C� 6" 0. C. � �a��rr \�/��"\�j. 6 ����i � ° (2}—#5's C4NT. HdRIZ.��, ��'r`���%��i,�.!� TQP & BOT. ��i��f������' � ° a o a na . a . N � � °O a �' d � r a d d � o � r Q PERIMETER DRAIN PER --� � S�ILS ENGINEER �=_Q» �a=• -- -- � ARC�ITTECTURE TNTERiC?RS PLANNING Architects, PC PO Box 7630 Avon, Colorado 81620 Tei �970) 949►-Q926 Fax (970) 949-1017 www.RMTarchitects.com ���C� ���� ��}������������'�,� �.,�?�Q ;,,�� ��f,,.,�� .� , � ,�ti t�,� �� � �a � W «� c " ��_ � � e' �, 1 �� _ � P � �� � �v , ���� Qm�� a . <',4✓s��ao��e°� �.``� .. t�/����1 ax �, ���' i � ``�-`-�.i::,��.v. �Y� . ��� STAMp � � •� r, 4� � � U � rn j Z -� � � U) � � ^ E— � o� � � �� J � �� � •� Z �' � � � �� h � � � � � L ¢ � � �a Li � �° � � o i � � d '' � � tL > ���� ' SCA�E; s/�,a = 1,_�„ DURING P�ACEMENT OF BOULDER: CENTERLlNE OF B�ULDER N�T TO ' EXCEEC� BACK OF WA�L C� POaL �� SIDE, TYP. I � � '' t;'�,r� � APPROXIMATE ���� �' WATER LEVEL '� i �r� I�' 99'-6 ,.� � T.d. SLAB �- � ' � }� � � � � �� �a—�- T.O. WAL� � (� ,' � '.,� �"'i , POQL � � �I � � '� �� � � � } � irl � � � �'„ ,..��--��-- FAUX RQCK PER ARCH.-, i�l E� (S�E ARCNITECTURAL's��������:�� ��� x �, � �� � �� � � ��� � � � � �`��' � IS�L1�D F(}R; ��` �; '� � A � a� �������� �" � � a�11�^�' ��,:��" �, .� ����'. ,% �k,������ ����� No. D►ate Remarks "�� °°��,,� ,�' � �,�m�.� t~ ",���� F A 10/04/l2 PERMiT __-�__------- �5's VERT. (�J 16" � �` � ���� � ��u �� �_ �°��..t.�j ���_� � 's C4NT. NORIZ. @ 16" O.C. ' � x � x � 89 —6 #5 s C�7 16 Q.C. EA. WAY T.O. SLAB IN THE FIE�D SLaPE �� ° a � a Q Q PR43ECT NO: 1209-14 `a ° q d d a PHA.S'E. �'T} G "•7 . ' � , � . . ,. . � .d dq. � . 4� . . - .. �� � . d � 4 a Q .. . Q . �d d _ n Q' . , v . . . 'd � d � � � � � I 6,_Q" Mlhl. � WALL DETAIL C� BOULDER LOCATION C� DEEP SECTI4N 0� POOL SCALE: 3/�„ _ 1'_pt, SHEET NA.�E SHEET NUMBER