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' ¢w� . i \ �_� ' L.�.�.� �. �.1 . . - . . . . . . . . . . .� �� �!r,...�+'v��f i ` STi�FF Ap� , , �� � r � . ctob � r �► � Q03 �., ,__ , ,._ f � %" �.; DATE: G� i , � , _ �TAFF: �u�'.�.=, � � , c� � P k e � � onstru tion D � c � ment ac a :4 C g _ ; �f . - �, �� �- ,� �; . ;. � r;' ,� � � . . . _ . � . . . . �,�' � . . . f- �:�� � � � . . � . � . . ' . . . - �k.�" � .} . . . . . . . . . . . , ,'. ,.3 ,` \ ,:.��� - . � � . . � � . . . � .. . � � . . ;� . � . . . . - . . . . . � . - �.,' , � _ . . . , . . . . . . . . . . . - . _ ' . . . . . . . .' . . . _ . . � . - � . . _ .. .` . - . � , . . . � _ . � . . . - . � � , . � � � f . . � . . � � . . � � . . . . � � � � � � � ' . .. . . � � . . � .. . . . . - .. � � . . � � � -��,i �! � . . . . . � . . . . . . . . . . . . . , . . . - ' . . . `^" I �� , � �i t . :. ' � ��� � . .��_:� � .. ODELL ARCHITECTS , P . C . � �-�---., ARCHITECTURE PLANNING INTERIORS ' � - � ;t ; ,,� �� ' � - � . , ; , � ,� � . ��— l 4 ' _. _ � � . ,. , , j , : 1 _ - � � � 1 . . : . � _..! � ti` rr ,.` ',. ) : r � i� , r` � , ` .� T `�`�: .+...-�-"� �: , � , � . _ __ . . . , -_ __ �.. _ _ _ _ _ _ _n., ._r_. _ _ ._ __ _ _... . � - . �`�.�`� �'_�..: i _ _ _ __ _ __. _. _ __ __ _ . _ _ . _. ___ _ _ _ _._ _ ___. __ __ _ _. __ __ _ _ _ _ _ _ _ _ __ _ _ _ . _ _ . _ __ ____ _ __ _ _ _ _ _ _ _ __ __ _ __ ____ _ _ _ _ _ ___ _ _. _ _ _'� .�.. __ . __ _ _ _ _ ". _ _ _ _ _ _ �_�_����- :� _ _ . � - � r . � . 4- �� _ ,�;�` _ � , ; . . . . . . . . � . � . � r - � . . . . '1 . . . . . . � . � � . . S� . � � . . . . . � -" .�... -� .-. � . . _. � � _.. : -.�'... ... __ � � . . . . , . . i . " .... ... . . . . ,: __� _ 1 f S Y M � � L S ��`' � ODBLL ARCHITECTS, P.C. � N I T S �J M M A R Y C � N T A C T S S H � � I N D E X ��CHITECTIIBE PLINNINa INTERIORB U �����,� E���� �� ` , Tdephme J03.610.�80 Foninik 303.670.7162 - Cop�ight Th�doamed Y an MMnbni ot�rvioeti md a�uch remdns 1he prapeity oi tl�e ArchiGct. Pamieaon fa uee af thb doan�t h limibd ad cm be exMded mly 67 a4'eaned M1h Odd Jlydiftecb,P.C.. . ti, DRAWING TITLE T.o. carc�� ('ENERAI SIRUCTURAI. , , scu�: r=r-o• a. too'-o' ELEVA110N NARK 14 STUDIO UNITS 18 UNITS TOTAL ���er �eChO�ICa�, Electrical, and Ao.O H 1.01 DES RIPTION AND 6ENERAL NOTES B�G. A 1 _ 2 BEDR001� UNIT (��1GER`S UNIT) COU9hlltl alld COmpat1y PIIJrYlbit19 EI191t1@@CS A0.1 DA A SHEET� S1.02 GE ERAL NOTES, LEGEND, SHEET LIST NOR1H DIRECiION �IAR� Q YNNDOW TYPE SYMBOL 3 - 3 BEDROOM UNITS 1�o E �9d, ��e,, �,�e �oo Beaudin Ganze Consulting Engineers, At.O SITE DEMOLITION/TREE REI�OVAL S1.11 LOAD KEY : BUILDING A, B AND CHILDREN'S LEARNING D°"�� � ��� inc. At.1 ARCHITECTURAL SITE DEVELOPI�ENT PLAN GARDEN �,,;,..., APPROX. TOTAL UNIT FOO��GE = 9,735 S.F. A1.2 SITE DETAILS S1.12 LOAD KEY : BUIIDING C LEVEL P3 TO FIRST FLOOR `�''•� 4 ADA UNITS Ph: 303-863-1900 14142 Denver West Parkwa 195 . � � Y � A1.3 SITE DETAILS 4,�.,�,. {:tx�{�iu.�M��'c�ti�i��ti� [r�cY. = Fax: 303-9863-7100 S1.13 LOAD KEY . BUILDING C (SECOND FLOOR TO ROOF) z �rat�a� Nu�e�t Executive Vice President - Michaei Coughlin Golden, CO 80401 A1.4 SITE DETAILS S1.31 TYPICAL I�ASONRY DETAILS � �{�N�g� 3, A�•� '� INTERIOR ELEVATION NARK BLDG. B 22 STUDIO UNITS 22 UNi1� TOTAL Ph: 303.278.3820 S1.41 TYPICAL CONCRETE DETAILS - _ Property (�anagement - Denny Coughlin Fax: 303.278.3843 CIVIL BUIIDING ELEVATION MARK 2 S1.42 TYPICAL CONCRETE DETAILS APPROX. TOTAL UNIT FOOT�lGE _ $,118 NET S.F. , , , �lechanical/Plumbing: Doug Deppe S1.61 TYPICAL WOOD DETAIIS , 8 ANSI TYPE '6' accES�6� uN,�s Town of Vad Housmg Authority E�e�tri�a�: Patrick Bums C0.0 CIVIL COVER SHEET � S1.62 TYPICAL WOOD DETAILS ' X X ORAWING NU�IBER ' ��t pf��{y p��} C1.1 EXISTING CONDITIONS S2.1(A) BUILDING A PIANS : FlRST, SECOND, AND THIRD FLOOR ' _ _ � F C2.1 SITE PLAN PT. 1 S2.2(A) BUILDING A PLANS : FOURTH FLOOR AND ROOF � ' ,� xx s�r Nu�e�t ro"t� R°°d General Contractor c2.2 SITE PLAN PT. 2 S2.3(B) BUILDING B PLANS : FIRST AND THIRD FLOOR � ' BUILDING SEC110N NARK O DOOR MARK BLDG. C �' �' �� . C3.1 HORIZ. CONTROL PIAN � � ° ; � �79-�� Shaw Construction C4.1 GRADING PLAN PL 1 S2.4(B) BUILDING B PLANS : THIRD FLOOR AND ROOF � 9 - S1UDI0 UNITS 102 UNITS TOTAL F�c 97�-47'9-�2�52 S2. C BUILDING C PLAN : LEVEL P3 � r 29 - 1 BEDROOM UNITS Contact: Nina Timm � � � C4.2 GRADING PLAN PT. 2 S2.6 C) BUILDING C PLAN : LEVEL P2 � z oRaw�NC�uue� 23 - 2 BEDROOM UNITS p� �� pp g�� C5.1 FOUNDAl10N DRAIN PLAN O � ; � ��N�� CMU INFlLL 41- 3 BEDR001� UNITS . � pk g70-242-g236 C6.1 EROSION CONTROL PLAN S2.7(C) BUILDING C PLAN . LEVEL P1 FRAMING PLAN O t wau. �c�o� �a�K Arch itect F� 97i0-241-�a C7.1 SEWER PLAN AND PROFILE S2.8(C) BUILDING C PLAN : FlRST FLOOR (PLAZA LEVEL) i APPROX. TOTAL UNIT FOOTf��E = 72,167 SF • C8.1 WATER PLAN AND PROFILE S2�(C) BUILDING C PLAN : SECOND fL00R : Odell Architects, P.C. C9.1 SHALLOW UTILITY PLAN ` ALL UNITS ANSI TYPE �B' !�C(�SS�lE Project Manager - Keith Oxenreider C10.1 GRADING ANO DRAINAGE DETAILS ; S2.10(C) BUILDING C PLAN : THIRD FLOOR i 32065 Castle Court, Suite 150 Pro' ct Su erintendent - Jim Heid S2.11 C BUILDING C PLAN : FOURTH FLOOR z azaw�NC Nu�6� BRICK INFlLL , � P C10.2 GRADING AND DRAINAGE DETAILS '� � � � ���� Evergreen, CO 80439 S2.12(C) BUILDIN6 C PLAN : FIFTH FLOOR Q.� UNIT SQUARE F001`HGE Ph. 303-670-5984 C10.3 U1ILITY DETAILS DETAII MARK C10.4 UTILIN DETAILS S?.13(C) Bl11LDING C PLAN : ROOF ��1 , 142 UNITS Fax: 303-610-»sz Fire Protection Contractor sz.14(E) CHILDREN'S GARDEN OF LEARNIN6 PLANS : FIRST FLR, � Otis 4defl, Directing Principal LANDSCAPE SECOND FLR, AND ROOF All State f ire Protection, Inc. � � �� APPROX. TOTAL UNIT SQUl1�f FOQ�AGE = 90,192 SF Lee I�ason, Project Architect � ; , ' ' = Eric Jones Job Ca tain 6045 E. 16th Ave. 12 S4.11(A) BUILDING A ELEVATIONS t� � , �I I IN Bt11LDING A 620 SF . � � LAUNDRY AND A L FAGLI�ES P L01 LANDSCAPE PLAN S5.11(A) BUILDING A SEC110NS AND DETAILS � .-� c/� O ; � Commerce Cit CO 80022 , _ � . . . y `'� _ � LAUNDRY FACIUIIES IN BUL�ING C 65Q SF CIVII Et1 I�ee� Ph: 303.288.3901 L02 LANDSCAPE PLAN S5.12(A) BUILDING A SECTIQNS ANO DETAILS � � � ABBREVIATI4NS 9 � � 1 P A _ L03 LANDSCA E PL N 4� _ . 1 B UI IN T GRFA 91,462 SF S5 3O B LD G C SEC IONS AND DETAILS Peak Land Consultants, Inc. Fax: 303.2ss.ts3s , r Chris Gibler S5.32(B) BUILDI�IG C SECTIONS AND QETAILS � � � ', lppp !�s R'idge Loop ARCHITECTURAL S5.33(B) BUILDING C SL',T�iJS AND DETAILS � � .� U �, PARKING CALCULATION y� pp,� g��7 S5.51(C) BUILDING C SECTIONS AND DETAILS �'�'� p � � AF.F. Above F'nish Floor GA. Gouge RE: Refer to . . ,� ARCH. Architecturd GC. Generd Cont�acta REqb Re�u;r� Ph: s�o-4�s-ss� Fire Protection Engineer/Code A2.1A FIRST AND SECOND FLOOR PLANS BUILDING 'A' S5.52(C) BUILDIN6 C SEC110NS AND DETAILS j i� """' B�DG. eule�g GAI.V. Galvanized R0. Raugh Opening 45 STUDIOS X 1.5 SPACES = 67.5 Fax: 303-476-8616 A2.2A THIRD FLOOR AND ROOF PLANS BUILDING 'A' � � � � ' BRG. Bewing S,F. uare Feet 29 - 1 BEDROOMS X 1.5 �ACES = 43.5 Consultant , � S5.53(C) BUILDIN6 C SECTIONS AND DETAILS � � '' � G�.e�. uypsum Board sq Enameer - Mark Tarrall A2.3B FlRST AND SECOND FLOOR PLANS BUILDING B S5.54(C) BUILDING C SECTIONS AND DETAILS A ;.,- C.I.P. Cast in Place H.B. Hose bib ��I. �imiar 24 - 2 BEDROOMS X 2 ��10ES = 48 � BFPE ► , �i � C.d. Control �oint Hc;P. Hond c a p ped �� eci ficu tions 4 4- 3 B E O R O O M S X 2 S P I�E S =8$ � , , � � � t�G. C e�i n H.C. H d l o w C o r e � y A 2.5 C E V E L P 3 f L 0 RR P A N U L D I N G I CING B S5.55 C BUILDIN6 C SECTION$ AND DETAIIS Perr I�a t t hews S 5.5 6 C B U I L D I N G C S E C T 1 0 N S A N D D E T A I L S - �.M.u. �on ete�asonry Unit �.M. Hdlow I�etal �S S ta�1ess S t e d 1 4 2 U N I T S 2 4 7 P A R K I N G S P A C E S S t f U C t U f a l E t l I�e e l' > > � � � '. CoNC. Conaete Hl'. Heght � 9 303_426-0342 A2.6C LEVEL P2 FLOOR PLAN BUILDING �C S5.57(C� BUILDIN6 C SECTIONS AND DETAIIS STD. Standard KLBGA Of CQIIf01'ftla 303 429 2412 (personal �) A2.7C LEVEL P1 FLOOR PLAN BUILDIN6 C S5.71(E� CHILDREN'S GARDEN LEARNIN� SECTIONS AND DETAILS � CONT. Continuaus � CPT. Carpet INSUL Insulation/Insulating STR. StNCtural • 303-429-9205 Fax �.7. Ceramic T�e S�u. Symmetrica� 3360 Soott Boulevord, Su�te 21 � � A2.8C PLAZA LEVEL fL00R PLAN BUILDING 'C' S6.1 PROJECT WIDE FOUNDAl10N DETAILS DN. Down JL Jont � SQItO Clar� Cd�fOrliia 950J4 � ; o�. ��,�, t rr�d . A2:OC 3RD LEVEL fL00RPPLAN BUIL�DING'CC' EXI: Enisting �tAX. �laxrnum T.0.6 Top of Beam �' ���� ' EA. Each �IECH. �lechanical LO.C. Top ot Conaete Fox ,08-65�-057� A2.11C 4TH LEVEL FLOOR PLAN BUILDING �C� � NECHANICI�I. � � ' EJ. E�ansion Joint NFR. �Imufacturer T.O.W Top of Wdl Principal: Greg Luth A2.12C 5TH LEVEL FLOOR PLAN BU�LDING C �� � �� a��� �•o• �a�►Y��9 �. Ty��a� Structural Engineer. Chris Hakes A2.13C ROUF PLAN BUILDING 'C' M1.0 MECHAN(CAL SCHEDULES AND GENERAL NOTES El. Elevation U.N.O. Unless Noted Otherwise � EQ. Equal N.I.0 Not in Contract vC.T Ynyl Composition Tile A2.14E 1ST FLOOR PLAN BUILDING 'E' M3.1 BUILDING A LEVEL 1 I�ECHANICAL PLAN F.D. Floor Drain N.T.S. Not to Scale w� y�m A2.15E 2ND FLOOR AND ROOF PLANS BUILDING �E' M3.2 BUILDING A LEVEL 2 I�ECHANICAL PLAN � F.E.C. F're Extinguishhe�CAbinet O.C. on Cente� w�� without ' M3.3 BUILDING A LEVEL 3 �IECHANICAL PLAN � e� ; �' Fl0°� O.H. Opposite Hand W�.C. Wa�qoset A3.1 UNIT PLANS FNDN. Faund�tion �P. ��ite . " M3.5 BUILDING B LEVEL 2 I�ECHANICAL PL N F.0.6. Face of Buid'ng A3.2 UNIT PLANS F.A.C. Face of Concxete PT. Paint L Ang�e A3.3 UNIT PLANS AND ENLARGED FLOOR PLANS M3.6 BUILDING B LEVEL 3 I�ECHANICAL PLAN F.O.F. Face of Foundafion PC. Precast � pt M3.7 BUILOING C LEVEL P3 MECHANICAL PLAN ' FTG. Footing �t Centerline A3.3 ACCESSIBLE UNIT PLANS AND ENLARGEO FLOOR PLANS `l - � � F.O.Id. Face of I�asonry �R �b� DIA Diameter � � M3.8 BUILDING C LEVEL P2 MECHANICAL PLAN _ _ J,:' ' Fo.S Face of Stud � • • • • A4.lA EXTERIOR ELEVATIONS - BUILDIN6 A M3.9 BUILDING C LEVEL Pl �IECHANICAL PLAN � i � NOtG. Mechanical, Plumbmg and Electrical Drawings have been A4.2A EXTERIOR ELEVATIONS - BUILDING 'A' M3.10 BUILDING C LEVEL 1 MECHANICAL PLAN , prepared under a design / build contract with the General A4.36 EXTERIOR ELEVATIONS - BUILDING 'B' M3.11 BUILDING C LEVEL 2 MECHANICAL PLAN �w� eY: e�v \� M3.12 BUILDING C LEVEL 3 MECHANICAL PLAN � ( � T �Ot1tf�Ct01' Odell Architects has endeavored to coordinate the a4.4C EXTERIOR ELEVATIONS - BUILDING 'C' M3.13 BUILDING C LEVEL 4 MECHANICAL PLAN L A N D V � E S U M � A R Y R Y � A 4.5 C E X T E R I O R E L E V A T I O N S/S E C T I O N S - B U I L D I N G 'C' M3.14 BUILDING C LEVEL 5 MECHANICAL PLAN c�E C�° B Y: ' P � RKING � UMMA � � � � � � � Mechanical, Plumbmg and Electrical information contained herein, a4.6C EXTERIOR ELEVATIONS/SECTIONS - BUILDIiJG 'C' M3.15 EARLY LEARNING CENTER LEVEL 1 MECHANICAL PLAN ' � however has not controcted to complete the work. A4.7C EXTERIOR ELEVATIONS/SEC110NS - BUILDING 'C' M3.16 EARLY LEARNING CENTER LEVEL 2 �IECHANICAL PLAN ����S� ' A4.8C tXTERIOR ELEVATIONS�SECTIONS - BUILDING 'C� MI4.0 �IECHANICAL SCHEDULES AND GENERAL NOTES No. Description Date t ; A 4.9C E X T E R I O R E L E V A T I O N S/S E C T I O N S - B U I L D I N G 'C' M 4.1 f�E C H A N I C A I D I A G R A M S �; �� A4.10E EXTERIOR ELEVATIONS - BUILDING 'E' M4.2 WASTE & VENT ISOMETRICS Q PERMIT REVI�ONS - Oct. 9, 2003 ; TOTAL LOT AREA = 6.673A = 290,fi76 SQ. fT = 100� SURFACE SPACES(HOUSING) �s sPac�s (2 �ss�B�E� M4.3 WAST & VENT ISOMETRICS A 5.1 A B U I L D I N 6 'A' S E C T I O N S M4.4 DOMESTIC WATER RISER OIAGRAMS � SEE DATA SHEET M4.5 DOMESTIC WATER RISER DIAGRAMS � � , A5.2A BUiLDING �A� SECTIONS N14.6 DOMESTIC WATER RISER DIAGRAI�S 0 ; A5.36 BUILDING B SECTIONS I RA . _ , � Q { BU LDING COVE GE . COVERED SPACES GARAGE STANOAl� �O�fPACT ACCESSIBLE C � . A5.4B BUILDING B SECTIONS 130 75 4 - � A5.5C BUILDING 'C SEC110NS � ' RESIDENTIAL BUILDINGS = 46,650 SF -� A5.6C BUILDING �C' SECTIONS ELECTRICAL ' TRASH/RECYCIING(STANDALONE) = 424 SF , � � A5JC BUILDING 'C' SECTIONS ' E1.1 ELECTRICAL COVER � � SUB-TOTAL RESIDENTIAL BUILDING COVERAGE = 47,Q74 SF SUB-TOT�'CONQ�D SPACES = 209 A5.8C BUILDING C� SEC110NS E1.2. ELECTRICAL SCHEDULES i�uE t�c�o: <��, SUB-TOT�4L PARKING(HOUSING) = 247 A5.9C BUILDING C SECTIONS � COVERED �PACES - 85� � "� ' � , , E1.3 ELECTRICAL SCHEDULES No. Description Date _ ERRLY LEARNING CENTER COVERAGE = 3,952 SF - A5.10C BUILDING C SECTIONS E2.1 ELECTRICAL SITE PLAN SURFACE �SPACFS FOR EARLY LEARNING CENTER = 22 A5.11C BUILDIN6 'C' SECTIONS E3.1 BLDG. A LEVEL 1 ELECT. PLAN ` . , � 1 COORD SET. Jan. 23, 2003 A5.12C BUILDINC C SECTIOtJS E3.2 BLDG. A IEVEL 2 ELECT. PLA�I ' TOTAL BUILDING COVERAGE = 51,026 S� _�17.5 � TOTAL PII�KING O�l S�TE = 269 SPACES A5.13C BUILDING 'C' SECTIONS E3.3 BLDG. A LEVEL 3 ELECT. PLAN 2 o�c� R�w�w sue�irra. F� to, 2003 PARKING AND DRIVES = 48,253 SF = 16.7 � . 3 �c� R�w s�e�irrai. ��. 24, 2003 ' TOTAL T �II�DEI�I PARKING SPACES = 14Q A5.14C BUILDING 'C' SECTIONS E3.4 BLD6. A ROOF ELECT. PLAN LANDSCAPED AREA - 98,873 SF = 34.0% . A5.15C BUILDING �C� SECTIONS E3.5 BLDG. B LEVEL 1 ELECL PLAN 4 PR�aNC SEi Apr� 03, 2003 ' ; A5.16E BUILDING 'E' SEC110NS E3.6 BLD6. B LEVEL 2 ELECT. PLAN 5 PERIrIIT SET June 10, 2003 4 NATURAL AREA = 92524 SF = 31.8� . , i OPEN SPACE = 1397 SF = 65.s x HOUSING fUll-S�� `SPACEa (9 X 19 SURFACE OR 9 X 18 COVERED) _-167 ' E3J BLOG. B LEVEL 3 ELECT. PLAN s c.o. �cc oct: s, 2003 I 19 , A6.1 TRUSS PROFILE PLAN E3.8 BLDG. B ROOF ELECT. PLAN 1, COI�PACT :�IZm S�ACES(8 X 16) = 77 � A6.2AB BUILDINGS A dc B TRUSS PROFlLES E3.9 BLDG. C LEVEL P3 ELECT. PLAN _ ADA ACt�SIBIE SPACES = 4 � E R M I T R E � I S I O N S A6.3C BUILDING C TRUSS PROFILES E3.10 BLDG. C LEVEL P2 ELECT. PLAN T O T A L L O T A R E A - 2 9 0,6 7 6 S F (1 0 0�) E3.11 BLDG. C LEVEL P1 ELECT. PLAN s�r c��N�s: BUILDABLE AREA OUTSIDE 40� SLOPE = 199,200 SF TOTAL PII�1qN6 Ft�t HOUS�N6 = 247 SPACES A7.1 INTERIOR ELEVATIONS E3.12 BLDG. C LEVEL 1 ELECT. PLAN DATA SHEET COMPAGT�ACE� = 31� A7.2 INTERIOR ELEVATIONS E3.13 BLOG. C LEVEL 2 ELECT. PLAN GRFA = 91,462/199,200 = 45.9 � A7.4 INTERIOR ELEVATIONS E3.14 BLGD. C LEVEL 3 ELECT. PLAN GRFA = 91,462/290,676 = 31.5 � , , A7.5 INTERIOR ELEVATIONS E3.15 BLDG. C LEVEL 4 ELECT. PLAN , Changes .that have been made to the drawings following A�.6 INTERIOR ELEVATIONS E3.17 BLD6. C ROOF ELECT.CPL�PNLAN 142 UNITS / 6.673 ACRES = 21.2s ou/ACRES EARLY LEARN!(�G CENTER FU��-S�� ;S�AC�= 11 � • • A7.7 INTERIOR ELEVATIONS E3.18 CHILDRENS GAROEN LEVEL 1 ELECTRICAL PLAN 142 UNITS / 4.573 ACRES = 31.05 DU/ACRES LIVE PAR�HJG SP�CES = 4 ISSUa11Ce Of tI12 P2t'Crllt Set, dated June 10, 2��3 01'G ADA AC(�ESSIBIf SPACES = 1 t ICa�� clouded. This has been done as a service to the A8.1A REfLECTED�CEILING PLANS - BLDG A E3.19 CHILDRENS GARDEN LEVEL 2 ELECT. PLAN COVERAGE AS A PERCEWTA(� OF BUIIDABLE AREA �P Y A8.2B REFLECTED CEILING PLANS - BLDG. B E3.20 CHILDRENS GARDEN ROOF ELECL PIAN TOTAL BUILDING COVERAGE = 51,026 SF = 25.6� TOTAL PIi�NG F� EARLY LEARNING CENTER = � sPac�s General Contractor for pricing purposes. However, Q�� A8.3C REFLECTED CEIIING PLANS - BLOG.0 E4.1 UNIT ELECT. PLANS PARKING & DRIVES - 48 253 SF = 24.2� � drawin s contain u dated information that is not clouded. A8.4C REFLECTED CEILING PLANS - BLDG. C E4.3 UNIT EIECT. PLANS � g p A9.1 PARTITION TYPES E4.4 UNIT ELECL PLANS oPEN sPACE = 9s,921 SF = 50.2 � The Permit Set IS NOT to be used for c�onstruction! . A9.2 PARTITION TYPES E4.5 UNIT ELECT. PLANS Information contained in the Final Construction Documents As.3 WINDOW SCHEDULE/WINDOW TYPES E5.1 ELECTRICAL DIAGRA�IS A9.4 DOOR SCHEDULE E5.2 ELECT. DETAILS dated October 9, 2003 take precedent over all information A9.5 DOOR SCHEDULE/DOOR TYPES in the Permit Set. As.6 R00�I Fl��ISH SCHEDUIE �to�ct No.: o�,o A9.7 DETA LS A9.8 DETAILS � A9.9 DETAILS oa�: o�to��s, 2003 � A9.10 DETAIIS _ A9.11 DETAILS . oRaw�NC No.: A9.12 DETAILS i _,z,s . A9.13 DETAIIS I i - � , ,' � , I . / � ; � � � _ � � _ � _ � � - � �� . ; � � . ,� �, _ _ _ __. _ __ _ __ _ _ _ __ _ _ _ _ ___ __ . ����A � _ _ � ��_- DEMOLITION NOTES _ ._ _ � LEGEND PROTECTING EXISTING VEGETATION Y� . . . . � - . . � . - . . . 1. INFORMATION CONTAINED ON THESE ORAWINGS WITH REGARD 4. THE G.C. IS RESPONSIBLE FOR LOCATING AND VERIFYING TNE 10. UPON THE FINDING OF ANY ARCHEOLOGICAL ITEI�S, STOP 0 D E L L A R C H I T E C T S, p.c. � TEMPORARY TREE & SHRUB PROTECTION 1. INSTALL LATH WHITE SNOW FENCE 4' HIGH WITH 6' STEEL SUPPORT POSTS SPACED 8' ON CE��'ER AT LOCATION SHOWN ON TO EXISITNG CONDITIONS OF CONSTRUCTION IS PROVIDED FOR �'l ` EXTENT OF EXISTING SYSTEI�S AND IS RESPONSIBLE FOR WORK AND CONTACT THE ARCHITECT. FENCING PLAN. TAKE CARE TO AVOID TREE ROOTS WHEN INSTAWNG THE STEQ FENCE SUPPORTS. AAC$iTE�:oxE Pr.�x�ixc I�rs�ioae ,: � THE CONVENIENCE OF THE GENERAL CONTRACTOR IN ACCOMI�ODAl1N6 ANY SYSTE�S AFFECTED BY NEW WORK SO �c�c�,��,so, E,�,,c�a,� 2. TAKE CARE TO PROTECT ALL TREE ROOT SYSTEMS FROM DAMA6E DUE TO NOXIOUS MATERIlb�'� CAUSED BY RUNOFF OR EXECUTING THE WORK. EVERY ATTEI�PT HAS BEEN MADE TO THAT ALL CODE REQUIREMENTS ARE SATISFIED. 11. CONTACT OWNER BEFORE ANY DEMOLITION IN ORDER r��em.�eo F�M�« �.�an� �� +����:`��-���y'�'��� EXISTING TREE & SHRUB PROTEC110N ZONES SPILLAGE WHILE MIXING, PLACING, OR STORING CONSTRUCTION I�ATERIALS. PR4TECT ROOT SYS�S fRO�! FLOODING, ERODIN6 OR DETERMINE ITEMS TO BE SALVAGED AND RETAINED BY c�n� Tha a�N m���,�,�a��a�� ', . ' PROVIDE COMPLETE AND ACCURATE REPRESENTATIONS OF 5, RE: SPECIFICATIONS FOR ADDITIONAL REQUIREI�ENTS. OWNER. �°� ��r������'� �.��.-:-��..�,:; EXCESSIVE YVETTING. SUCH EXISITING CONDITIONS. THE ARCHITECT CANNOT AND '�"��-�����'�"�" � 3. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIAL WITHIN THE DRP �UNE OF RETAINED TREES. DOES NOT GUARANTEE THE ACCURACY OF ANY SUCH 6• THE ARCHITECT DISCLAIMS ANY RESPONSIBILITY AND/OR 4. DO NOT PERMIT VEHICLES OR FOOT TRAFFIC WITHIN THE PROTECTED ZONE; PREVENT COI�PIV��if}�11 OVER ROOT SYSTEi�S. INFORI�ATION AND ASSUMES NO LIABILITY THEREFORE. ALL KNOWLEDGE OF ASBESTOS IN THE BUILDING OR DISPOSAL OF TREES TO BE RETAINED (88) DIMENSIONS ARE TO BE CONFlRMED PRIOR TO CONSTRUCTION. ASBESTOS. REFER TO THE BUILDING E.P.A. REPORT WHICH NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE CAN BE PROVIDED BY THE OWNER UPON REQUEST. � PROCEEDING WITH CONSTRUCTION. 7, ALL DEBRIS IS TO BE RE�IOVED FR01� THE SITE AND RETAINED TREES WITH LOCAUZED GRADING - 2. DO NOT SCALE DRAWINGS. DRAWING DIMENSIONS GOVERN. DISPOSED OF BY THE CONTRACTOR. (BOULDERS TO BE USED TO RETAIN SOIL FR01� � 3. THE ARCHITECT HAS ENDEAVORED TO IDENTIFY AS 8. REFERENCE MECH., ELEC., AND PLUM6. DRAVNNGS FOR ROOT ZONES) - (22) DEMOLITION LEGEND COMPLETELY AS POSSIBLE IN THE DRAWINGS AND ADOII1QNAl DE�t0U110N NOTES-AND INFORI�ATION. SPEGFICATIONS EXISITNG ITE�IS OF EQUIP�IENT AND 9, AT BUILDINGS WHICH ARE BEING DE�IOUSHED AND � TREES WHICH EXPERIENCE REGRADING WITHIN "�` :'': ��`' CONSTRUCTION THAT ARE REQUIRED TO BE REMOVED T4 DISCARDED, THE G.C. I�UST RE�10VE All RELATED EXISTING ` ���� DuS11NG CONSIRUCTION To BE DEWIOUSHED ALLOW THE EXECUTION OF NEW WORK. THIS INFORMATION IS CONSTRUC110N INCLUDING ANY FOUNDA�IONS, ELECTRICAL THE CRITICAL ROOT ZONE. LONG TER�I �, '``• �"�`�r ���� � NOT MEANT THAT DEI�OLITION IS LIMITED ONLY TO THOSE SYSTEI�S, AND WASTE SYSTEMS. ;;:..,;;..,::, ,.::- SURVIVAL CANNOT BE ASSURED (9) IDENTIFIED ITEMS. IT IS THE GENERAL CONTRACTORS RESPONSIBIUTY TO EXECUTE DEMOLITION WORK AS REQUIRED �Q ��� � � � � � TO ALLQW THE EXECUTION OF NEW WORK. � � � � TREES TO BE REMOVED (343) � � � � ; �as�NC RoaowaY nN� Pa�KiNC a�as To � � � � � � � � DEI�Ol1SHED (RE: CIVIL) • �� ��i � . � TREES TO REI�AIN OUTSIDE THE WEST � O PROPERTY LINE (30) � TREES TO REh�AIN OUTSIDE THE EAST � PROPERTY LINE (6) � _ �� � _ . . . . - � � , , . , , . . .. • � .. � ., . � _ . .. . ..... _... . ... .. • � . 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'. � . . ...r . - __ _ � ��. \� . . - . .. ..... � . . . . ,... . . ' �r�.��_____ .� . _ ���_'_ ..._ ..... �� ��� \ . �� . �.... ..�.. •-... ♦� \ ;� � - . . ���_, . �``_ ..... ..... ,.... � ... .... ..._ � ��� �� � \� � .. ,., ,• ..... ' .. .: .....� •," . . � . . . "������_` I .. ����___ ��i ....... ..,.� \ \ � � . . � . . ....,. ....... ....• ...... � �\ � � � r . . � . . . . r�`' .,. . ��+___,. +.., •..... . .. ..^ .... �-,.. .... ,� _• \\ `� . � . ' . _ . . ' . . . . . .. . _ ____-1__+_ _1``__ " ..., y .. .... .... .... .... ..\...... �..�..... . . ... ..� j � . . \ \ ' --__�,_, '�-�,_,,_ � 1 ,` � ' ..... ... . . .... • i �� �,�' Key Plan '', ����` `' ����_ J �.__. ♦. 'i ���....�-• ���\ \ -81 I ___ ----- 90 _,_ -�_, � � --_ --_ � ''�- / ---,_ ...�:,.. � I - - '--__ --_ �����• -_ �+ % _ - `'�-��� I ``'--��,, �,�� i PROJECT NO.: 0210 ``�.1� �� �� % � �� ��'�- --� � e --- � � . --,,� DATE: Octobe�9, 2003 . '�-, / ' � -�,,__. .� .� ORAYYING NO.: � i �kj � � ������� � �t � , DEMOLITION TREE REMOVAL PLAN � a�r +�, ,�.r. i�' �;:�'_;: ? r�i�tr .!„�.4 r.t ;`u ,.t� .i.�. ��i:i�slf. ��:1J''::!^ . . � - � - . . . . . ; �� O t 40 80 200 A,.o scn�: r=�o�-o• • � � � i _ _ . , , , , . . - _ . . _ __ _ _ - _ _ _ _ __ __ ___ _ _ . _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ . _ _. _ _ _ _ . _ . _. . _._ _ ___ __ _ __ __ __ _ _ _ _ _ _ . _ _ __ _ _. __. _ __ _ , _ _ _ � _ _ � _ _ - _ - - _ - _ � .. ,\ `\ t E V - � � , _ _ _ __ _ - --- _.__ -- = GENERA �, NOTES ._ __ ___ ;. _ r- ODELL ARCHITECTS, P.C. �itCBilHC7IJBE PLLNNINC INTCRIORB ` . LEGEND ����,��,� E�,��,� TdepharK J03.67Q5ABD Fanimk 30J.670.7162 � Cap�igh� 7��doome�t b an hohunent ot osdce�md ae acfi rar�ins � 1. DEBRIS HANDLING: THE DEMOLITION REQUIRED FOR TNIS PROJECT WILL RESULT IN AN AMOUNT OF DEBRIS. THE 5. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT �CUME�fTS, EXISTING CONDI110NS AND/ OR DESIGN 10. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF tha�r�+��� ��►���th����m� DEBRIS SHALL NOT ACCUMULATE IN THE BUILDINGS OR AT THE POINT OF COLLEC110N. IN ADDITION, THE DEBRIS SHALL INTENT, THE CONTRACTOR / SUB-CONTRACTORS SHALL BE RESPQd�SIBLE FOR OBTAINING A CLARIFICATION FROM THE ANOTHER DISCIPLINE AND I�AY REQUIRE REFERENCE TO THE DRAWINGS OF ANOTHER DISCIPLINE. IT IS THE CONTRACTOR / ������'b'������P� '� BE RESTRAINED AT All TIMES. THIS WILL REQUIRE COVERED DEBRIS CONTAINERS. THE DEBRIS SHALL BE LEGALLY ARCHITECT PRIOR TO SUBMITTAL OF PROPOSALS AND PROCEEDING�YITN ANY WORK. SUB-CONTRACTORS'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF All SUB-CONTRACTORS, 1RADES, AND/ OR SUPPLIERS TRANSPORTED fROM TNE SITE AND DISPOSED OF IN AN APPROPRIATE AREA. AT ALL 11MES, THE CONTRACTOR / WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUC110N, AND TO ASSURE 1HAT ALL PARTIES ARE SUB-CONTRACTORS SHALL VIGOROUSLY CONTROL THE DEBRIS AND DUST AND PROTECT THE LIVING UNIT AND THE 6. CONTRACTOR / SUB-CONTRACTORS SHAII PRESERVE AND PRO�ECT At1. EXISTIN6 CONSTRUCTION, FIXTURES, AND AWARE OF ALL REQUIRE�IENTS. ADJACENT SPACES FROM ANY DAMAGE. IT IS RECOGNIZED THAT SOME EFFECT OF THESE OPERAl10NS WILL OCCUR AT FlNISHES NOT INDICATED FOR DEI�OLITION IN THE CONTRACT DO(�£NTS. REPAIR OR REPLACE ANY DAMAGE OCCURRING THE AOJACENT SPACES. THE CONTRACTOR / SUB-CONTRACTORS SHALL MAKE ALL EffORTS TO KEEP THESE EFFECTS TO EXISTING FINISHES REQUIRED TO RE�IAIN, AT NO ADDITIONAL t9�� TO OWNER. 11. INFOR�IAl10N PROVIDED FOR DEI�OLITION TO �IAKE WAY FOR NEW WORK IS PROVIDED FOR THE CONVENIENCE OF THE G.C. IT IS THE AT A �IINIMUM AND HE SHALL BE FULLY RESPONSIBLE FOR ANY DAI�AGES OR JUDG�IENTS IN CONNECTION WITH SUCH G.C.'S RESPONSIBIUTY TO IXECUTE DEI�OLITION WORK AS REQUIRED TO ALLOW NEW WORK TO BE INSTALLED. ' � ` ' 4 ` EFFECTS. 7. C O N T R A C T O R S U B-C O N T R A C T O R S S H A L L B E K N O W L E D G E A B L E U F T H I S I N F O R M A T I O N, C O O R D I N A l E T H I S ,` �x ` � >,� CONCRETE WALK, RE: �CIVIL ALL OTHER `i�') , INFORI�ATION WITH ALL CONSTRUCTION DOCUMENTS FIELD VERIfY �l:l. E�STING CONDITIONS EFFECTED BY THIS WORK 12. THE INFOR�IATION CONTAINED IN THES'E ORAWINGS DOES NOT RELEASE THE GENERAL CONTRACTOR FROM THE RESPONSIBILITY OF 4 `� t 5 � : WALK CRUSHER FINES, U.N.O. �..�' �-��+'��i.�������t�+.�;� [n�r.. 2. UNFORESEEN CONDITIONS: SHOULD ANY CONDITION ARISE WHICH WOULD NOT NORI�ALLY BE ANTICIPATED, OR AND NOTiFY ARCHITECT OF ANY DISCREPANCIES IN�THESE DOCUN�t'�S WITH OTHER DOCUMENTS AND FlELD CONDITiONS VERIF�ING FIELD CONDITIONS. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE ACCURATE REPRESENTA�ON OF EXISTING CONDITIONS i ', t : SHOULD ANY CONDITION BE UNCOVERED WHICH DOES NOT MATCH THE CONTRACT DOCUMENTS, II�I�EDIATELY NOTIFY THE PRIOR TO SUBI�ITTIN6 A PROPOSAL. BY SUBMITTING THE PROPOSAL tfOR 1HIS WORK, CONTRACTOR /SUB-CONTRACTORS � � A R C H I T E CT F O R DIRE CTI ON. ACKNOWLEOGES THAT THE SITE HAS BEEN INSPECTED AND ALL EX{�11�iG CONOITIONS HAVE BEEN CONSIDERED AND 1 3. F I E L D V E R I F I C A T I O N O F E X I S T I N G C O N D I 1 1 0 N S R E L A T E D T O S P E C I F I C P O R T I O N S,O F W O R K S H A I I B E U N D E R T A K E N I N A D V A N C E T O ` ALLOW FOR TIMELY IDENTIFlCATION OF CONDITIONS THAT MAY AFFECT OR BE AFFECTED BY NEW WORK. ANY CONFUCTS SHAII BE INCLUDED IN THE PROPOSAL. 3. THE CONTRACTOR / SUB-CONTRACTORS WARRANTS TO THE OWNER THAT ALL �IATERIALS AND EQUIPI�ENT FURNISHED REPORTEO TO THE ARCHITECT I�IMEDIATELY. UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, 8. THE ARCNITECTURAL DRAWINGS ARE INTENDED TO ESTABLISH ll� COORDINATE THE FINISHED APPEARANCE AND � fREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCU�IENTS AND GENERALLY ACCEPTED EXACT LOCATION OF All EXPOSED WORK OF ALL TRADES, INCLUDl�� 1HAT WORK WHICH IS ILLUSTRATED PRIMARILY ON 14. ASBESTOS LOCATION AND ABATE�IENT: THESE PLANS AND SPECIFICATIONS DO NOT CONTAIN INFORMATION FR01� WHICH ASBESTOS � INDUSTRY-WIDE STANDARDS. All WORK NOT CONFORMING TO THESE REQUIREI�ENTS, INCLUDING SUBSTITUTIONS NOT DRAWINGS OF OTHER DISCIPLINES. LOCATIONS SHOWN ON OTHER D�AIMN6S ARE SCHEMATIC, UNLESS OTHERWISE NOTED. MAY BE LOCATED NOR HAVE THEY BEEN PREPARED IN CONTEMPLA110N OF ASBESTOS REMOVAL. BEFORE ANY WORK IS UNDERTAKEN, � PROPERLY APPROVED AND AUTHORIZED, �IAY BE CONSIDERED DEFECTIVE. IF REQUIRED, THE CONTRACTOR / THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER THE DRa1!�NGS OF OTHER DISCIPLINES FOR THE FlNISHED THE CONTRACTOR SHAII BECO�IE AWARE OF ANY ASBESTOS AND ABATEMENT PROCEDURES. THE ARCHITECT UNDERTAKES NO � � SUB-CONTRACTORS SHALL FURNIS�I SATISFACTORY EVIDENCE AS TO THE KIND AND QUAUTY OF MATERIALS AND APPEARANCE AND EXACT LOCATION OF EACH EXPOSED PART OF � WORK. RESPONS�BILITY TO PROVIDE SUCH INFORMA110N AND THE CONTRACTOR SHAII CONTACT TNE OWNER DIRECTLY WITH RESPECT TO � EQUIPMENT. � ASBESTOS LOCATION AND ABATEMENT. 9. THESE DRAWINGS ARE BASED IN PART ON OWNER-PROVIDED D�1iNG DRAWINGS AND LJI�ITED FlELD VERIFICA�ION. � 4. ALL WORK PERFOR�IED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE, AS A I�INIMUI� STANDARD, THE CONTRACTOR / SUB-CONTRACTORS SHALL VERIFY ALL EXIS� CONDI�IONS AND DIMENSIONS AND DISCREPANqES 15. GENERAL CONTRACTOR SHALL LOCATE ALL EXISTING UTIUTIES PRIOR TO CONSTRUCTION O WIM ALL APPUCABLE CODES, REGULATIONS AND ORDINANCES OF ALL AUTHORITIES HAVING JURISDIC110N. CONTRACTOR BROUGHT TO THE ARCHITECT'S ATTENTION IMI�EDIATELY. ' / SUB-CONTRACTORS SHALL GIVE ALL NOTICES, SECURE ALL PERMITS, AND COMPLY WITH ALL LAWS, ORDINANCES, 16. REFER TO E2.1 FOR SITE LIGHTING LOCATIONS AND FIXTURES RULES, REGULATiONS ANO LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE W4RK. � 17. SEE CIVIL FOR HORIZONTAL CONIROL FOR ALL II�PROVEI�ENTS � �� � TRANSFORI�ER AND PHONE/CABLE � HAZARD MIIIGATION WALL INCORPORATED PEDESTAL LOCAIIONS, RE: 3 A1.3, HAZARD MIT1GAl10N WALL APPROXIMATE LINE OF HAZARD I�ITiGATION SEE 4 A1.3 FOR PLAZA � � +-� I N T O W A L L O F B U I L D I N 6 'A' R E: C I V I L � I N C O R P O R A T E D I N T O W A L L W A L L R E: C I V I L, � E D G E O F B U I L D I N G F O U N D A T I O N B O U L D E R W A L L, R A l L R O A D 1 1 E B E R�I S A R O U N D � � � STRUCTURAL CIVII, ELECTRICAL 40� SLOPE STRUCTURAL INFORMA110N (BUILDING C SHALL NOT ENCROACH TYP. RE: CIVIL STAIRS, RE: CIVIL REC AREA RE: � OF BUILDING C, RE � � t� "'�'� STRUCTURAL , • � INTO THE 40% SLOPE) fOR GRADES AND CIVIL FOR GRADING �, .� � �� � j , , WALK 0 � � .p ;- ;�. ' ^ ��� � •� � � / � I ��--� � � U • .,� \ ` ( � +"� • � .� ` � r� � -tZ �\ � � � . � / \ ` �. � � . , � A � , � i � �� � ,., � / . • �;' � �\ � I ` ,'.. • .,� ��.` / �� ` -y 100 YEAR FLOODPLAIN , � � � �.� �� ��\ � � � _ {� : , � � � / � � � � :r� � �` . � ',. • �BIKE RACKS, RE: � �. �� \ � �""� � / LANDSCAPE j �' ��\ � M Yw / � �� �� a n I ``� :.e::� i � � � � i CDOT GUARDRAIL, �� . / M "' ` _'_"' - - I ; ; `, � � ` , �x� RE: CIVIL �. ":: . � µ�� .:� FIRE DEPARTMENT STAGING � � � ? , � . � r � � ��* � AREA, C4LORED ASPHALT � ; ; :; �.�'. ��� .. , % . I; �' `�•.� � � �� r � . / (RE: 1/L01) � � . ,, � � �"� �• � � � il o �o ���` .., ` � • / i � � �1. ry� �.�, �� � � F ,�>. 4 , ' o ..� _ _ � \ ` � � �� ,., r� � � ;;.: GUARDRAII, RE: � � �. '' - ., �� i - . / 5/A1.2 �� % ��_ �� � � • , � ,' __,,,_j HANDRAILS �� - RETAINING WALL �� - - - � : , -.- -.---- - ' , � ::,, � =- ., / � .:: :. ,. _ -, _. �: � , f ; �, -, ��' �.,�� '` � 8 eo AT STAIRS, �� . . ` ; � I�SE, TYP. ; � �.. ....� ;;, ..,:: .. � �,�5 0 , - � �� RE: 3 A1.2 \ � � <� - HANDRAILS A� nN� l � . � � ` I '`- � ! _ STEPS, RE ���MO�jNl��NG '� , � � , ���� 2/A1.2, 3/A1.2, 6F� R� A/N ' •.,; �� � \ F � � ./ 4/A1.2 �� � 8 0 �� D�wN 6Y: ��� i „9 ' \ ` � r'', \ �:�� �. � . . . v m ) +� ��R � TR� � �,ti I '��.. � � CHE(�(ED BY: , " _ ._ � NCLOSURE� MAINTAIN EXISTING � - \�� � _ ��� � I � � ;�::4' - RE: A4.1� ACCESS DURING o '`'-•., �� ` REw�ONS: .,_._ � � i �.. `� : <r:- /_'' CO TRUC ON ., _ � � � .'�.. ._ ^ �� No. Description Date � `� - .� '/ ,. `' � ` CDOT GUARDRAII, t` . "� � � Nw N ~ 82 0 �� . r �� ' I � N w � A� � � .. , , , RE: CIVIL � s, , 1 / � � N ASP � N� 12 , 2 : �\ � PERMIT REUI�ONS - Oct 9, 2003 � � � SEE DATA SHEET b,: / DRIVE AND � � -� ��` .. ;y 8 pARKIN a�.2 N � � � � R£ � 6[/ RFA 0 � �� � � �4 � \ �� 2 6 0 � N � � �'q`O n N AR�. 6� � ' , . �� � �� � � �, ; � A� C/�j� F �Rqss A� �. TRASH ENCLOSURE AT � � �,. � �; t ._:�: t _�_ _ o O�Q RF '�. � � ` }; ' 224 � s o ' }' � 5 �.:;t ,,, , � , �s � �RAD�N� �.� i CHILDREN S GARDEN, RE: � 0 t�' ' �� � RUS � at.2 91011 A1.2 ' • ° � � � U � N yER .,_ _ , � � I � � � NC A - -�-._. f ,_e w, : - � . , AD/N ES p � 25� �'� "� �.� � � `.��� ,` ` �� � � � �ti `� , 8z o ZO�yE C N� ; ;;., AI�S _ , ,,: : $ i� s;,,. � r ` � ,.,, ,a..;:�, � '` � ` t�, � '� �.�, .�, �. �. � � �` , � .w ta �t�:,, �. �. � . ` k W� £ ...rorykbr S�. . �n`� '���. . �,���� �•���� . I . � . : ..: r � .., t 6�t y �. �'�. I . . . 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I� � - � �. _ . .,..;. _ - - . _____.._ � t xw ec, . \�f M1y�C n . . I �y. . . Zt•r.: �. \ �`� " � V YC.� )FY 'ti 1 ,,.}:T '�ar+?t.,i� \/ / •,� � '�.�� .•' � 2 DESIGN REVIEW SUB�IITTAL Feb 10, 2003 �- O i :; � I � �Ey]rA/D •'t5� i,,�.���5�`@��t,i��41;",�4+�4n' S . .� . . 7�. � • . � .. . . . . � � � '`� ''• �` � 4 3 DESIGN REVIEW SUBMITTAL I�ar. 24, 2003 '�►ClY X' A1 -� -.'�� � °�'`:��ti�a�..,�r ` � . k . . � <: �: 8 1 1� �` � j � N � � ���.i' _ •� A ,r6 MIDDLE � . , � .� � �� ����ERT RE C1Vj� �EfK °` ����� ' ���,�; 5��rw�4 S��� ' � �. ! AC ' ,'w**�`r�,s; "�r t* , ,c �12 `,�� � II1R ��, � �1, _ p - ASPH � � � 4 PRIqNG SET Apr� 03, 2003 ; � � h£�;�,, ,t.� , 8 �. � ttf � � �t . F�i'.`, j`.i �r A�T �R� AND PARKING 5 PEf�11T SET �,� to, 2003 �}z ��' r�� 6 / " -� � OPEN I�ETAL FENCE � �� ;:� ��--� � � � � 8 1 O ' F, r. _ ,��.� ,,, . f� 2?2 c +6'-0" ABOVE GRADE AT 6 C.D. PKG Ock 9, 2003 � N MON�MENT '°TU�5 h"� �i�`�` ` ;� ��/ ;, ;;n ' , _' �` ' ` I NORTH �IDE ONLY " M1,+� 11 r�s, t'^'Xt�'�ns`h {�4 ~ ��...li;' � 1� S. � R�� F140NTq� RO S��N � CI ��°��h k �:� � , MP O�MfNTS E AD N� � E VI1 =� � ,3�`�t�. ����i ,;:,��t � :.; �..,:. , j � .: � EXISTIN6 COTTONWOODS AND RI • �, <:, �����;�;� �,r�=,�{, � �,�w; �� � .. � � o� �� .� .:, , ASPEN TO REMAIN, RE: L01 ' RE CIVI� � zONTAL � „t,, ;, ����� �F �� ,r��r��� ��� �� h�y�{��+ tf ��� � U '`� � s��co�t��: .s�,,.,. L� , ;, rt,,,; tit� �ttY tkr �i 'a :.�1 �ocA�jry' 3 • ._. 4 ,FU.. .�, ��,:,u���y ��,t, �,�� ���,��; �� , }r8 ;�����r; ,�, � , � Lw, A�.2 j WOOD FENCE AT ARCHITECTURAL SITE .,_ F� . ,,,..., .....: . . . . •�I1� .. . (�C.y(�`4� ��' .. I�.:�y: A t, '�� f! Z StAIR .� `�� 4� ;�� ��,` °.�u � �,w {���,tr �4 ;� �" p�AY � I I PLAYGROUND RE: A1.4 �' DEVELOPMENT PLAN . ;, �N1£RST CO � at � REt � 8208 CRU �y��" �;z: 5 r�,, ,��, : �UNp � � I TOWER �� I � � � �J AIIr�NG WALLS� t �:�a s���a� A� HlGHwA Y 70 PA NCRETE BIKE �t.2 MSE CONCRETE BIKE FINES PA TN A . '�`,���. �` �` �Y t � ��- �H. RE q� , TYP. • -� r rr �.� , 8z�o _ � PAT�1, RE: CIVIL �ANDSCAPE ,.� , ��;,ry��x�r�sn,N� r � , ti BOULpER " ' ° ' 8zos WALLS, BIKE RACK'RE ..i �y�;����'�z, �z;��Y t,, � t _ ,.�. �'P. RE: CIVIL Y�,.:;���, a ��� �; SCORED CONCRETE HANDRI�i:S AT �„w;� b� f� t�h,, . LANOSCAPE `' �' f�:;�_ �;'��,.. � � EXISTING ASPENS TO ENTRY PLAZA/BUS STEPS, �P. RE: .� ti ,> �}'�� X��, �� STOP 2/A1.$, �+�/A1.2 �,.����R�H::;,; ,���,r kY, ,4 . -������lr�d ��, � REMAIN RE: 1/A1.0 LANDSCAPE HANDRAILS AT � 4w�'�'t "}���``����'f;1r' ��, �� � � � ,4� ��, "BUFFER" AREA STEPS, TYP. RE: RAilROAD TIE STAIRS, TYP. RE: ,�. �'��',�.���,��£ .�,:;�� (RE: LANDSCAPE� 3/A1.2 CIVIL FOR GRADES. MAXIMUM �`� 3 � ��:.:' A�¢ BOULDER WAII, TYP. (1)-6 RISER AT EACH STEP � RE. CIVIL I�ONUI�ENT SIGN, RE: CIVIL � ���' ' HORIZONTAL CONTROL PLAN FOR LOCATION PARKING AND TRANSFORMER LOCATI , . ' TURNAROUND, RE: RE: QECTRICAL. CIVIL, IANDSCAPE CONCRETE PAD REQUIRED �ct No.: 02�0 DATE: October 9, 2003 ORAWING NO.: � � ---- `y' R� �,� ;�., .,: ° ' :�.. a. :.�y� :{. , ARCHITECTURAL SITE PLAN � 0 � . 40 80 � . . .. 200 A1.1 SCALE: 1'=40'-0' �" � • � � ; : _ __ �..�v . �. ___�-- ----- _ - _._ _ _ _ _ __ -- —�__.._.. _.___ . v .._._ . . _ _ __ _ _ _ _ --�-. ____.v----._ . .__ __ �_. _ ------- I 10 07310-SHINGLES - '' `�. NATCH BUILDIN6 �E� ---= _ ._ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ _ _ _ ._ _ RO ___ _ _ _ __ _ _ _ ____ _ _ - _ _ __ _ - _ . __ _ __ . _ _ __ __ _ _ _ _ _ __ __ _ - OF : _ . A1.2 . � � .. . . . . . . �. . � ��� . . 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T OVER CNU �oss c�u�c�rt,s�t��30, E,�,cd�ao eo� • 4�_O� � 4�_Q� 8 . � ' ti CapXight Thle dDnmeA!N Mtrunent oT�rda�,aid ot IuCh fenBne I -t 1W SLOPED iW 8211'-3' ' 06100-PREFABRICATED � , . ` 5700 -��y�IN�T IN SLAEBS� �l PER ihe������r���n���P�a , � ` 8240'-8' 8235'-5' � WOOD TRUSS 05700-NETAL OOOR HANDLES , . � .I o, , . , o I . , • , � , °' ° �° 0 6.42 ea o • , , . `° ;., , 04200- LIT FACE q�U, ^ � � � ; � ��4) COURSES ' . , " 6' PIPE BOLLARD; � �^ � • 1W 8221'-4' ` - CONCREIE FILLED, N � TW SLOPm TW 8224'-3 SLOPED � " • 05700-CORRUGATED METAL PANEL �• � • ' WITHIN S1EEL fRANE; ^ EPDXY PNNT � , . �, ' •� � o , � o � �; ,� o� a •;� o °610°-TO��'A�, �A�o ,o BUILDING 'E' TRASH ENCLOSURE FRONT ELEVATION ''�;� , . ,,: , , �„ N cn,'r 4,.,,,� ��x��.i n aN��;c�t►�F ti� [n�r.. � ' � � � � N N � � . � A�.2 Jli11LL: �/4*=�,�Or. . . . � QO �� � W � . �O . . . °° � 07200-STUCCO HEAVY � 1W 8235-4' iW SLOPED TW 8224-3 TW SLOPED 1W 811 - • TEXNR� 1W 8241-10 04200-8" CONCREIE � . 8'-8' $M 5-0" 16�-6� 5-4' 10�-1' 4�-0" �IASONRY UNIT 10 � 19T 011' Ell 12T 011' EA ■ At.2 � �� �� 03300-4 CONCRETE SLAB ON —— — —— — —— — GRADE � 04200-8' CONCRETE � �� � �,� � � � NASONRY UNIT � — — — —— — — — � � �`' � � � � I � � � I • �y N �UT FACE q�U dc � ( i � . � 1/8'/FT SLOPE � i � � � ,z EXTERIOR STAIR PLAN AT BUILDING A � . � . . �� A�.2 SCiALE: ��4�=��-�� - — — — + .•� r• � ���� � '� e 'r� �, ��.� ' ( I I � �� . n •<• I I " � . 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I i i ► i � � i � i i s— , . -------- , � � � �� d ' �'. . 11 ( � � � � � � � � � � � S � � � '•• • � < ' `i � � ORANM BY: EbIIS � , � � � � � , � � , �- , . . �... . � �... � . N � Ch� ldren � rden - - - E � . . . � .a� � , � , � � � � � , � � , � , , . . . � .. �... � _ _ � I � I I � I � I � - `a'• . • b _ — N ' � I I � � I � I I I�'1'1 r'_J j '.. . :: •..� : .�;°. . • i � _ �.. i i i i i i i i i i �.� q�Eq(m BY: 8213'-6' .�. CONCRETE � ; � � � � � � � � BW 8113�-6' � �� i � ' � - - - , � ; � � � , ; � rr , ������ ,�� � �� earn�n nter ���N ', � ' ' � TAPER ALL FOUR S�ES OF � 2,_2• S• g � p[1� �y�C f U r-----L_ _----� r____ __L----�-____L_ _----� r____1_—L—___� r____L_J--_—_� I I � nGn�M�J: EL. 8213 -6 � � � � � � � � � �-J - - - - � � � � � � � � � � - . - - - � - - - - - - - _ - n_.�, l ` . L__�_��______J L________����1�__����__��_J L_�_�������__J �------------� . � o - - - _ - - Na UCJ�71P1�� �lPi ' � � � PERI�IIT REVI�ONS- Oct. 9, 2003 2�-4� Q SEE DATA SHEET 10�-Y � � 0 $ EXTERIOR STAIR ELEVATION AT BUILDING A � MONUMENT SIGN SECTIONS 6 MONUMENT SIGN PLAN & ELEVATION � A1.2 SCALE: 1/4'=1'-0' At.2 SCALE: 1/2'=1'-0' A1.2 SCALE 1/2"=1'-0" ISSUE RECORD: , Na Desaiption Date � � � . 1 t�ORD SET. Jun. 23, 2003 ,� 2 DESIGN REVIEW SUB�ITTAL Feb 10,2003 � � ' 4■ • 3 DESIGN REVIEW SUB�IITTAL �lar. 24, 2003 • � UG BOLT HM1DRAll.INTO i vR�nur.s�r er,►a n� �nn� 3am e�oaaao . p5500-1 1/2' NETAL HANDRAIL 05500-1 1/2" NETAL HANDRAIL 05500-1 1/2' IdETAL HANDRAIL 02200-NSE WALL CAP 5 PERMIT SET June 10, 2003 03300-CAST-IN-PIACE CONCRETE; 03300-CAST-IN-PLACE CONCRETE; 03300-CAST-IN-PLACE CONCRETE; 6 C.D. PKG Oct 9, 2003 : 1'-0' 4'-0" �IAX N RE STRUCTURAL •�, RE STRUCTURAL 'N o � 02200-NSE WALL BETWEEN SUPPORTS RE: STRUCTURAL 0 -NSE W NOORPORATE 100PS ONLY �ICORPORAiE LOOPS ONLY 02200-RETAINED SOIL F HIWDRAL CANNOT 8E IF HANDRAL CA�NOT ff . ATTAGfD BAq(TO WAl1 ' ::4• �;.� ,;. �,". .::;r;:`,:;'�:� "':;�' — 02200-DRAINAGE AGGREGATE 05500-1 1�1 NETAL RAIL � ATTAqfD BAq(10 Wllll y . �� : � (1`� $F�ET CONIENTS: � 03300-CAST-fN-PLACE C�VCRE 12 lAG BOIT HANDRNI�ITO 12� ° 12' •• ,s; ';,: ': ;," ,>•�:`. ,.,... :, , �� , � � � �IN ~ :.�� � ;,. ,,`',.�_< � �11 02200-REINFORCEMENT RE: SiRUCTURAI, RE: qVIL FOR LOCA �N SOUD BI.Oq(NG NIN .,i� �t;.� .. 1�— SI� b � . •`. ..`• ,���. �,,• r.�'Y ^�i � �1 � . . . . M . � :•'a•Y '•,�t•,,�, '.\ 'Y��• r•� . � .^ •b ••A• �4. -A�.•P �� �t ViiVV-�►� w�.�� � . —�� -DETAILS �, ,� � ��� �ti" ��� �:..:�� 022oo-�s� wau � ���1, , . . �y•4Ai .�•j,�•{� •Y' ��• •fi�•.�, .i � '1 `�,, . . � � . . . ^ .� _ J.' •.>.�• '•��: •��•, ��•, . {G� �� . � � � . �,1 23" 23 23 • � ;�\1 � 02200-CONPAC1ED GRANULAR NIN MIN NIN � •.>,:' •. .`:::: ;.,'' � %11� \%�`�' �111 �� BASE, RE; STRUCTURAL . . . . . + "'t. ^r�Y,• I•.u�.t :.� ',t,r,.� i. � '1� 1`�;���4 , �\`1�'` � ��� � ��� � �1 .''...,,.. �,:: c• 1 �%„�rcl`�1�� 1 � NIN NIN �� � �'. ,., �::° `�` ` a VARIES, SEE SITE PLAN� 12" :"R�' ;�': � � I�IIN / ;:�� :• .,�;,. i�..; .;;: � '`' I`'11 I �:`. ; "';�� �;,'; ";:: ;': , �1��11 � . . . . . . . � � .4 '�•4.' �.,L '�.t �\•�,," .,. .• Q `\�` ` 1\`'1/ � � . GUARDRAILS ARE REQUIRED IN ALL CASES � . � . �_ • ��.�:�'� •'':��`� :+•�' � %1�%��\��r��, _ 4-0 NAX 4-0 NAX 4 0 NAX ,�.�'•t,. ° ��1�- ���11 \11`� � . : :,.,�;, ;. �.,: ..,' ;�,. WHERE CNANGE IN GRADE EXCEEDS 2 5 . ,� , � BETNEEN SUPPORTS BETYYEEN SUPPORTS BETNEQV SUPPORTS �' :�;- '�r,�.�; ,:,:. � �\�� \ � ��1\ 1�r111�11 ----- NOTE: HANDRAIL REQUIREO AT ALL NOTE: HANDRNL REQUIRED AT ALL NOIE HA�DRNL REQUIRED AT All 1 r�1�'`�� ' TH OR I�ORE RISERS CONDI110NS WITH 2 OR 410RE RI�RS. �1r��(-1� —1 CONDI110NS WI1H 2 at I�ORE RISERS CONDI110NS WI 2 BALI.ISiERS REWIRED AT All LOCAlIONS : WHERE GRADE CHANGE IN D(CEEDS 2'-5" ' , TYPICAL RETAINING WALL ELEVATION SECTION 5 TYPICAL SITE GUARDRAIL 4 TYPICAL SITE STAIR RAILING AT BUILDING WALL 3 TYPICAL SITE STAIR RAILING W 0 BALUSTERS z TYPICAL SITE STAIR RAILING W BALLISTERS �,.2 s�: �/+•=,'-o• �cT No., o�,o ��.2 scaF: �/2'=�'-o• ��.z sc�: �/z'=�'-o• ��.2 sca�: �/2'=�'-o• a�.2 sc�u.E: �/z'=�'-o' DATE: October 9, 2003 • DRAWING NO.: ;�� • �, � � r �` � � ' _ , • i � , ,- �, , , • k __ _ _ _ _... _ _ ___ _____ __ . _ ._._ _ . _ _.. _ _ _ . _ ,� _ __ __. _ _. __ ___ . _ _ _ _ _ __ _ _ __ _ _ _ __ _ . _ _ _ ._ __ _ __ _ _. ._ _ _. _ ._ . __ _ _ _ _ _ __ _ _ _ _. _ . _ _ _ - _. _ __ _ _ _ _ _ ._ _ __ _ _. _ _ _ -- 1, �- �_. ,� _ � . ODELL ARCHITECTS. P.C. A�cairscruss Pc��riRC Irtae�oRs • 3I066 Ce�tle tarl Su�e 150. Evngoee4 Cdaado sOL� �' • �e]03.6/059e0 faaiie �D3.670.7162 z k � Ihe�rapert�d IAe ArcMtad. Panmian fot ux of Ois dodn�d b iniCed Cap]igAt Ait�t k�htuant d fn�toeR�ed a aKh�qiM . . md tm 6e erdedrd mlp 6��q'eeaed�h Oddl Md�led;P�. „ � GENERAL N4TES . � � � � � LE�GEND � � o �q 1. ALL CONSTRUCTION SHALL MEET OR EXCEED TOWN OF VAIL STANDARDS, AND BE SUBJECT•TO 08SERVATION BY TOWN OF VAIL REPRESENTAl1VES. A COPY OF TOWN OF VAIL STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. E)(IST�� PROPOSED � x 2. PROVIDE DEWATERING FOR GROUND WATER ENCOUNTEREO DURING EXCAVATION AND.TRENCHING. CONSTRUCTION � � 5 ? ,� � . . . y�„„� .�f f����� � OEWATERING PERMITS ARE RE4UIRED AND MUST BE OBTAINED BY THE CONTRACTOR IF GROUND WATER IS ENCOUNTERED. ' � . EXIS11NG PROPOSED ,,,,,, ,,,,, 3 '���� ;�. k�� 3"��,��,;,:. ' DEWATERING IS CONSIDERED A PART OF THE WORK. NOTIFY OWNER AND ENGINEER IF GROUNDWATER IS ENCOUNTERED. • . , . � GATE VALVE N • REFER TO GEOTECHNICAL STUDY FOR MORE INFORMATION. - - - 36- - - - MINOR CONTOUR 136 PEAK LAND OON3ULTAMS.IVC- 3. NOTIFY OWNER AND ENGINEER IF NEED ARISES TO PERFORM WORK OUTSIDE OF PROPERTY,. DO NOT PROCEED WITH WORK � � - - - -4C- - - - MAJOR CONTOUR 140 � FlRE HYORANT � pE�qy��Q�, UNTIL PERMISSION IS OBTAINED: . • -- -- -- - PROPERTY UNE Q WAlER MANHOLE � �DO�µ F�9� - woo uoKS nooe�oor v�oo e� 4. THE CONTRACTOR SHALL PROVIDE ALL UGHTS, SIGNS, BARRICADES. FLAG MEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBUC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM TRAFFlC CONTROL DEVICES. THE � --------------- .� µ � IRRIGATION VALVE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION ZONE TRAFFIC CONTROL EDGE OF PAVEMENT �,�.;,��,������;����,� --------------- ASPHALT SIOEWALK �S SEWER MANHOLE Q . rM.�.yz�';:::n?�c,��...<:.w..:Yt u,s�rS.g:e;:�,•!".wr>�..� . 5. OBSERVATIONS OF THE WORK IN PROGRESS AND ON-SITE VISITS BY THE ENGINEER ARE NOT TO BE CONSTRUED AS A . � � , --------------- � • � . GUARANTEE OR WARRANTY 8Y THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. . .� � -______________ CONCRETE SIDEWALK :• . � �. . • ' � ELECTRIC MANHOLE � � 6. SAFETY IS THE RESPONSIBIUTY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT � THE PROJECT SITE. NOR FOR COMPUANCE BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO. . 25' CURB AND GUTIER STORM DRAIN MANHOLE Q . . . . . .. . .. �• CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK SHOWN "BY OTHERS" WHICH INCLUDES BUT IS NOT • � - - CENTER UNE - - � PHONE MANHOLE � • . . � _ �I LIMITED TO INSTALLATION OF UTILITY COMPANIES FACIUTIES. � 8. CONTRACTOR SHALL 08TAIN AT HIS EXPENSE ALL PERMITS. INSPECTIONS. AND MATERIALS TESTING. WHICH ARE NECESSARY �W W �� �.��ps TPS TEST PIT �� TO PERFORM THE PROPOSED WORK, INCLUDING SOILS AND COMPACTION TESTING. COPIES OF ALL PERMITS. INSPECTIONS, . _ � CATCH BASIN, CURB INLET . Q � AND MATERIALS TESTING RESULTS ARE TO BE SUPPUED TO THE OWNER. AND ENGINEER AS SOON AS PRACTICAL. ��NE OR FIEID INLET 9. THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE SOIL TRACKING. ALL SOIL TRACKED OFF SITE SHALL BE IMMEDIATELY VICINI� MAP • I STRUCTURAL a TRANSFORMER aT � CLEANED UP TO THE SATISFACTION OF THE ENGINEER AND/OR THE TOWN OF VAIL. RE7AINING WALL . 10. ALL EXCAVATIONS FOR UTIUTY LINES� CULVERTS. TRENCHES, OR TUNNELS SHALL MEET THE REQUIREMENTS OF THE -' . � m�� TV. TELEPHONE dc m�� . � � . BOULOER RETAINING WALL Q� ELECTRIC PEDESTALS OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), COLORADO INDUSTRIAL COMMISSION. COLORADO DIVISION OF ' MINES. OR THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER APPLIES. ; � � � ��� i� . TowNS�nP s souni sew sew SANITARY SEYVER � �R �Q� UTIUTY POLE �� � . 11. ?HE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS AND IRRIGATION FACIUTIES DURING CONSTRUCTION AS ` } � , � � � � sEC 5 5EC s sEC 5 wAT � wn7 WATER MAIN ••• W ••• • NECESSARY TO PROTECT ROADS AND PROPERTY. AND PROVIDE CONTINUOUS IRRIGATION SERVICE. f d . � -� �� -� 12. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION � , cns cns UNDERGROUND GAS •••--(;-••• . CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING. STORAGE OF FERTIUZERS OR CHEMICALS. ETC. THE CONTRACTOR �,. � � E� � UNDERGROUND ELEC7RIC -•-•-E-•-•- � STREET UGHT � SHALL HAVE IDENTIFIED PROCEDURES FOR HANDUNG POTENTIAL POLLUTANTS AND HAVE IDENTIFlED SPILL PREVENTION AND � � ' CROSSWALK ������ � RESPONSE PROCEDURES PRIOR TO ANY ACTIVIIIES AT THE PROJECT SITE. � UNOERGROUND TELEPHONE---•-P-•-•- � 13. THE CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR � 1 a CURB RAMP � SE� SEC 6 n UNOERqZOUND CABLE N-•-•-N-•-•- DISCREPANCIES IN PLANS, FIELD STAKING, OR_PHYSICAL fEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ' �, � P R V �E C T '� � � ENGINEER. IF THE CONTRACTOR PROCEEDS.WITH THE WORK WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN r' � 1O JOINT UTILITY TRENCH . RISK. � � L��A TI �1 V � . �wnFRaacv iNn ci Fr_�r_ E/�/'N SILT FENCE -�/-�I- C •N 14. DISPOSAL OF TRASH, ASPHALT. CONCRETE ANO CONSTRUCTION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR AND � PHONE. dc CABLE N STRAW BALE DIKE SBD � � � ' CONSIDERED PART OF THE WORK. , , Z °D N AND /'' � � � Z - .. _ .._. .. _ . ._ STREAM/FLOWLINE � .. _ .. _ .. _ .. _ � (f� O 15. REFER TO GEOTECHNICAL ENGINEERING STUDY BY KOECHLEIN CONSULTING ENGINEERS. INC. FOR PAVEMENT SECTIO S � Q STORM ORAIN �B� SPOT EIEVATION ,�4?.� � �- � !_.._-�-F-' COMPACTION REQUIREMENTS. PARKING AREAS, AND ROADWAY AREAS MUST BE CONSTRUCTED ACCORDING TO � 4 � GUARD RAIL � n n � SLOPE (7� a2.Q� O � � � REQUIREMENTS IN KOECHLEIN ENGINEERS REPORT. AND TOWN OF VAIL STANDARDS. ALL WORK IN THE CDOT RIGHT OF , , �„ ' WAY MUST BE CONSTRUCTED PER CDOT STANDARDS AND SPECIFlCATIONS. � '�� EVERGREEN TREE y� � � � 16. REFER TO CDOT MIDDLE CREEK HOUSING ACCESS PERMIT NOS. 303014, 303015, & 303016 CONSTRUCTION PLANS FOR ALL � � . � ,: �`'`�.,,, WORK IN THE CDOT RIGHT OF WAY. ALL WORK FOR N. FRONTAGE ROAD ACCEL�DECEL LANES AND WORK IN THE CDOT ; ``�r� � � , �- � RpOW TO BE PER APPROVED CDOT CONSTRUCTION PLANS. THESE PLANS SHALL NOT BE USED FOR WORK IN THE CDOT � �'��`'`�'' �� DECIDUOUS TREE Q �� U . '"� ' f��W. . . , . . . . . � ✓.s.,��?�`k�`h�'hr�'���. � - � ' _ � ' � � w 0 17. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCIES ARE SUSPECTED IN TOPOGRAPHY AS DEPICTED HEREIN. �_..._-----"'' GRAND d1NC710N �.:.;��»�j?z �,�'� tt� ������`��..������.�`� "�� � � "�"� ._ .�.����t��".� ^�. ' •. � 18. THE CONTRACTOR MUST INSTALL AND MAINTAIN EROSION CONTROL FACILITIES PER THE STORMWATER MANAGEMENT PLAN. 140 IdILES �" y' � �''"~�.�; ` ' � j � � y . AODITIONAL EROSION CONTROL MAY BE REQUIRED DEPENDING ON SITE CONDITIONS AND WEATHER AND IS CONSIDERED A � N T f �' PART OF THE.WORK. � � O S 19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STORMWATER CONSTRUCTION DISCHARGE PERMIT, ESTABLISHING FINAL � P�c� 1 0 � s r A T F �p fr� R,`� ���. Q � STABILIZATION OF THE SITE AND SUBMITTING AN INACTIVATION NOTICE PER THE REQUIREMENTS OF THE STORMWATER R5 � � � ,/ " � CONSTRUCTION DISCHARGE PERMIL `N'c� � �� � ._..,,��1 E' � p�r �� � - 20. STAGING AREA LOCATION TO 8E bETERMINED BY CONTRACTOR WITH COORDINATION AND APPROVAL BY OWNER AND � � / �� �R �'� � ENGINEER. ALL CONSTRUCTION EQUIPMENT, FUEIING TANKS, FIELD OFFICE, MATERIALS STAGING. ETC. SHALL BE LOCATED 5T LiON�AD� / �� � ��(�S o"° . � - WITHIN THE LIMITS OF THE STAGING AREA. �M.~�?�.- �� _ � � � � �, ..,,�� • �� 21. ALL PROPOSED CONSTRUCTION AND DISTURBANCE IN WETLAND AREAS MUST BE APPROVED 8Y ISSUANCE OF A PERMIT �' t � ,� � �� � : � FROM THE ARMY CORPS OF ENGINEERS. ` � � � � �� �"-�--��"� ! � �```> ± � �s , sec. s sEC. 5 TowNSHiP s souTr+ � f �---..� ? sE s ' 22. CONTRACTOR WILL BE REOUIRED TO SUBMIT TRAFFIC CONTROL PLANS TO CDOT, THE TOWN OF VAIL. AND PEAK CML '� f t � ENGINEERING PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ,�� t �1 ���A����`.� ��.,,,1 .�sr,,,e;,00w o�,� f } . _ � . , �� .Fr ��' � � ' / .` � - - . . . , � . 23. EXISTING GRADES WITHIN THE CONSTRUCTION UMITS WERE OBTAINED FROM FlELD VERIFIED INFORMATION. HOWEVER VARYING . � 1, s , � f�� �` ..._ . �•,,� � � ; ��` � � FEATURES MAY EXIST. � ��� �y f � _. _��,, '�- �y��. . 24. ALL CONSTRUCTION SHALL CONFORM TO MUNICIPAL OR DISTRICT STANDARDS AND SPECIFICATIONS AND BE SUBJECT T0 . � � � , � � CONSTRUCTtON OBSERVATION BY THEIR REPRESENTATIVES. COPIES OF MUNICIPAL AND DISTRICT STANDARDS MUST BE .� `� ,` � �'� AST YEApOW , 08TAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY �` ,-�� � � � . ��� �""`� �'`' �-� `.�---."".� THE TOWN OF VAIL AND ERWSO) AND ONE (t) COPY OF THE APPROPRIATE SPECIFICATIONS ON THE JOB SITE AT ALL � � � , � ''� �,,,.-•�''"�w ..� `+,,, ?IMES. THE CONTRACTOR SHALL HAVE ONE COMPIETE SET OF CONTRACT OOCUMENTS ON THE JOB SITE AT ALL T1MES. E f \ �� R DAM� � � � �'� �.. � , + ' � � � �� f ' y I '•-.,,,..,., .s I � �`'�.,, f � •� 25, SEE ARCHITECTURAL� MECHANICAL. ELECTRICAL, LANDSCAPE, AND STRUCTURAL PLANS FOR ANY ADDI110NAL NOTES AND � � � i ` �� f r• / �'� 7� ;�r, � � R UIR MENTS FOR CONSTRUCTION. �,� � � t ��^� � � �� � f�`'� 1��f � �1 r�l�`��' ' . EQ E F�, e f � j` r•... � � � t(f �� � t'. � ��:•;,,� � , . 4 i { �,..r� ! i �` �-_"'� '�//� , � 26. MAX HEIGHT OF SITE WALLS SHALL BE 6 PER TOWN OF VAIL REGULATIONS. � � � � ° �'� � � � l � :�. I � r� � ° ' �._._.� � � �� � � .�: . 27. CONTACT THE TOWN OF VAIL PUBLIC WORKS DEPARTMENT FOR A SCHEDULE O� DATES, HOURS, AND ANY OTHER � � � � � i t� 1 � ' � �'�'�_.,._ �~-�� j � f ' � #- � , LIMITATIONS REGARDING CONSTRUCTION ACTIVITY WITHIN THE TOWN OF VAIL. THE CONTRACTOR IS RESPONSIBLE FOR ALL � � � ��� � � � 1 � , I � � �"",-� � O-��y�"=,�. Y �, . ACTIVITIES IN CONJUCTION •WITH THE CONSTRUCTION ACTIVITY. �yf_,, 1 _ �' � ��._._.____. ---� -.-�---_1---• -• -�'�' - 2s, THE CONTRACTOR IS RESPONSIBLE FOR TREE PROTECTION ON THE SITE. . �. •--�.. � , M � � � . ' . � f , ORAIYI�I BY:RB . . qIECKED BY- RE111�ONS _ • Na Desaipiion Dote UTI LITY NOTES � � 1. MARK ALL SERVICE ENDS WITH FENCE POSTS SPRAY PAINTED PER THEIR RESPECTNE COLOR. S H E ET I N D E X � . 2. AL! SANRARY SEWER AND WATER LINE CONSTRUCTION FOR THE SEWER AND WATER SYSTEM SHALL CONFORM TO THE ' C�N T A C T S . EAGLE RNER WATER AND SANRATION OISTRICT REGULATIONS AND SPECIFICATIONS AN D SHAL L B E A C C E P T E D B Y . � � . ERW&SD PRIOR TO PROJECT COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL WORK . � � � ASSOCIATED WITH THE SEWER AND WATER SYSTEM. � ` � 3. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE AS-BUILT . C I V I L E N G I N E E R S � A R C H I T E C T . G E N E RA L C 0 N T R A CT 0 R C 0. O C i VI L C 0 VE R S H E E T � � � CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO PEAK CIVIL ENGINE ERI N G. I N C. A N D T H E O W N E R.U P O N • D E V E L O P E R , ' COMPLEf10N OF THIS WORK. WHERE PRACTICAL THE CONTRACTOR .IS TO PROVIDE AT LEAST TWO TIES FROM � ' . P H Y S I C A L M O N U M E N T S T O A L L F I T T I N G S. V A L V E S, M A N H O L E S, A N D T H E E ND OF All SERVICE LINES. � � COUGHLIN & COMPANY, INC. PEAK CIVIL ENGINEERING, INC. ODELL ARCHITECTS, � .C. SHAW coNS-rRUC-r�oN . C 1 1 �. E X I S T I N G C O N D I T I 0 �: ,�,� - 4. PEAK CML ENGINEERING, iNC. ASSUMES NO RESPONSIBILIlY FOR UTILIlY LOCATIONS. PRIOR TO BEGINNING . � 4O E. 19TH AVE, SUITE 200 1000 LION'S RIDGE LOOP . . 3 2 0 6 5 C A S T L E C O U R T, S U I T E 1 5 0 � 7 6 0 H O R I Z O N D R I V E C Z. � S I T E � P L A N � � . � . . � � � . � � � E V E R G R E E N C O L O R A D O� 8 0 4 3 9 G R A N D J UN CTI ON, COLORADO 81506 . . a �� � �� A N Y C O N S T R U C T I O N, T H E C O N T R A�T O R S H A L L C O N T A C T A L L A P P R O P R I A T E U T I L I I Y C O M P A N I E S F O R L I N E L O C A T I O N S. D E N V E R, C O 8 0 2 0 3 V A I L, C O L O R A D O 8 1 6 5 7 , �` D /� ^' ' ' HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFUCTS WITH THE PROPOSED CONSTRUCTION SHALL T: 303.863.1900 T: 97�.476.8644 T: 303.67�.5980 � � T: 97�.242.9236 C Z. � J I�� . 1 �/'�I V . � � � � �- E L I M I N A T E A N Y C O N F L I C T S W I T H T H E S E E X I S T I N G U T I L I T I E S. A L L EXI STIN G UTILRIES SHALL B E P R O T E C T E D F R O M D A M A G E . _ BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. F: 3 0 3.8 6 3.7 1 0 0 F: 97�.476.8616 F: 3 0 3.6 7�.7 1 6 2 � F: 9 7�.2 4 1 .5 6 1 8 . C 3. 1 H O R I Z O N:T A L C 0 N T R 0 L P L A N �� � ' �� �n �� � � . C O N S I D E R E D P A R T O F T H E W O R K. � � � M R. M I K E C O U G H L I N � � M R. M A R K T A R R A L L, P.E. M R. �L E E M A S O N M R. C L A R K A T K I N S O N � . 2 ' Re�a�s�e�'�td Fe��o, 2� � � � � � C 4. 1 G R A D I N G A N D D R A I N A G E P L A N 5. ALL SEWER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5 FEET PER EAGLE RIVER WATER & SANITATION . . 3 Oagn Rehen Subm�tal Norch 24,1003 SIANUAKU 5F'tGItIGAl1UtV5. . . , d . 6. ALL WATER MAINS. WATER SERVICES dc HYDRANT ASSEMBUES SHALL HAVE A MINIMUM COVER OF 7 FEET PER EAGLE . � � ' ' ' : . C'T. 2 � G R A D I N G A N D D R A I N A G� �'LA N � . � ` t �'�"k'Rc.i�" Mu�r 1 9, 2003 � RIVER WATER & SANITATION STANDARD SPECIFICATIONS. � . � � � . � I N S� P LA N 5 �� �1e 1�,2003 � INV RTS AT TIE-IN POINTS PRIOR TO CONSTRUCTION. � � , . , . C�. 1 FO U N D A TI 0 N D R A . 6 Cm1100X Const Docs Au t 12.2003 7. THE CONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE E . . (� 8. WATER LINE BENDS SHOWN ARE APPROXIMATE IN THE HORIZOMAL DIRECTION ONLY. VERTICAL BENDS ARE NOT SHOWN. ' . . . . , ' , � ' . � C V. 1 . E R 0 S I O N C 0 N TR 0 L P L A N .� � � . THE CONTRACTOR IS WARNED THAT ADOITIONAL HORIZONTAL AND VERTICAL BENDS MAY BE REQUIRED AND ARE � � . ' . � � � �C�. 1 S E WE R� P L A N A N D P R 0 F I LE . � CONSIDERED PART OF THE WORK. . � ' . � � � . � 9. PROVIDE �10� MINIMUM HORIZONTAL SEPARATION BETWEEN WATER ANO SEWER UNES OR ENCASE PER COLORADO . ' • C 8. 1 WA TE R P LA N A N D. P R 0 FI LE . . � � � �°°"'E"'�` DEPARTMENT OF HEALTH AND ERWSD REOUIREMENTS. ' � . � � � � . . � � . . � . . � . . . Y . P LA N � CIVIL CovER SH . � . 1p. �L. WORK TO THE SHALLOW UTILITY SYTEM SHALL 8E PER EACH RESPECTNE UTILIIY COMPANIES SPECIFICATIONS. . . C.J . � S H A LLO W U TI LI T . . ��, R IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH ALL UTILITY COMPANIES 48� . • . � C 1 O. 1 G R A D I N G A N D D R A I N A G E � D E TA I L S � � . HOURS PRIOR TO ANY CONSTRUCTION. MEETING SHALL TAKE PLACE WITH OWNER, ENGINEER. AND RESPECTIVE UTILTh' COMPANY. � ' ' , ' . . � � • . . �2, CONDUIT REQUIREMENTS FOR EACH SHALLOW UTILt1Y COMPANY SHALL BE VERIFlED PRIOR TO CONSTRUCTION. • ' � • • � . . C� O. � G R A D I N G A N D D R A I N A G E D E TA I LS � . � . : . . . . . . . . . . . . � � � . C10. 3 SEWER DETAILS . . . . . . . . . . . . . . . . �� .� . C10. 4 WATER� DETAILS � � U ILITY CONTACTS . � � . � . . . � � . . . . . , _ � �� . � � . � � � � : � � . - �� � : . � � : � � � � : . . , . . . .. T . . . . . . . � . . . . . . �. , A SEWER & WATER (EAGLE RIVER WATER & SANITATION DISTRICT) - AGGIE MARTINEZ 970-476-7480 � � � � � � � . ; � . � � . : . � � . � � �. � � � � . . . �. - � . '� � ' . �' � � � . � � ` � � � ' B ELECTRIC (HOLY CROSS ENERGY) - TED HUSKEY 970-949-5892 � � . , . . . . . . .� � � . , � .� � , � . , . . . � � . � � � � . � � . � � � . � � . �� . � C TELEPHONE (QWEST) - SCOTT CARRINGTON 970-468-6860 � . � , � � . . .. � . � . . .. � � � � . . ." � . � . . . � . � � � . . � . . . . . . . � . D GAS (XCEL ENERGY) - KIT BOGERT 970-262-4024 ' . . . � . • � � � . � . . � . . : . � � '. � . , ' � : . . . � . . , � � E . CABLE N (COMCAST) - FLOYD SALAZAR 970-949-1224 � • . • . . . . , ,• : . . ' .. .. . . , . , ... . . . � : ' . ., . � . • � � . . , . . . . � � . . . . . . . . . . PRO�C't N0.: 1039 � PEAK CIVIL ENGINEERING. INC. ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. PRIOR T0 BEGINNING ANY� � � � � � � � � � �, � � � , . . . . . � ' � � � � � �� � . ' � . � . � �. .. � � � � � � CONSTRUCTION� THE CONTRACTOR� SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES FOR LINE LOCATIONS. HE , � ' •, �� . ; �,' � � � . , � ' � . , � � � .' � . ' � . '. . � � � . � '� : . � �, . . � , . OAIE: 8/12/Q3 , SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL . � � � . � . . � , . � . � . . , . � , � . � . . . � .. � BE BROUGHT TO THE ATTENTION OF PEAK CIVIL ENGINEERING.� INC. SO THAT LINE OR GRADE CHANGES CAN BE . � � . . � � � ' � � , . . , . , . , ORAMMG NO�� . MADE TO ELIMINATE ANY CONFUCTS WITH THESE �UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM � �, . . . " � . ; � ' ' . �' . . ' , � , . � . � ' � ' � • ' ' � � , . . • � ; � � �� . � , . � � ' � DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES� SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO , . � � � � . ' . . . � , ` � , � , ' � . � : � ; . , , . : . � � ' . � ' : � � � � � �. � � . . � . � . . THE OWNER. 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