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B13-0477 Plans approved
132266.00 11/6/13 Reviewed and Approved by Fire & Emergency Services P$ E ���� �� ��f�. � By M Haeberle af 3:57 pm, Dec 03, 2013 ` See Permits Plus - ,, � � -- - - -++� j ���~ r I -- 1 - - - . . . --- �'y /f `r~` i � �' �_ ,� 'r�� � �- - �� ;� Reviewed and approved by Public _ , .. :_ ,,1� '�c+' ' '----� ����+"��±,� -���� �-� � /f�r �� Works to include storm drain outflow ''�:. `�' _ -_ ``f ' , � - '� �� �,4 � -�� �-.� ' � --� '�� �f �' � �' . . . . ... . ". /�� ' ' � -. � '`� 1 '�___ 1� ! � t 1 �� . C . � - ( �� � -- �I :� P.�. - , �''��r�� , �� , ..- � r,�� - �� � 1. r. � i;", j�r � � rr fr ,, �� \. � +`� +� f` �� � . . . � : , �� "-r�> ---- � __ % �l - � � ' f ' `�f, � F�' ', ��J e� - ; !', �_ . � ,� ff j` � - `f �'. ,°. ! � f`f 1. The Stage Left Building ticket window glazing We will provide an IECC compliant solution in this � , �,�p.,", =��: ,�, ,.� ' .� - �" f`�� area or alternatively leave the existing windows in place. � �a'`�� ``�'�` � � ' ,� �' r�. ! �, ����. `.. `} f r f r C�, � ,. �,,� c�,U 2. T h e C o n c e s s i o n s B u i l d i ng a d d i t i o n - W e w i l l p r o v i d e a n I E C C c o mp l i a n t s o l u t i o n f o r t h i s a d d i t i o n. � ; ` � � � ,,� . � ,.1, _ � /1, r F _��y �; 3. Fire Egress plan - We are working with Shaner Life Safety to develop a "Master Life Safety - - - -- - -- -- --�--�-�' , r � � �, ,� `�'� '� � � � r t �>, ;, , Analysis" for the facility. �: � `� . .: ' � � . �\ ri ' ..' �� + j' '� ,: . 1 '� � - -- % •,}�" ,, J,`� `j_ ::. � - f r' � �r � _`--� � ` � ��'' 4. Gates - We will revise the plans to comply with 2012 IBC 1, � . � `, y- •�.. � � '�"��� '� �' �'I .- / j. r 4 F � �t J � Y. —_. .--- - _, 5. S3.2 calls for BCI roof framing members at the Concessions Building addition -we will review �.` `�, CA _� - � ,; _ . � � r ;. >,�r � �v�� _� < ,. --" __ � � r �, , .: '� �9 ,,� � , ,t _. , y and clarify or revise the design in this area to comply with 2012 IBC. `, � � '�� � � `� -'"�e'.� �1 � .r � .�i' ;�'` �: ,, � '�.,; < Y �:_. � ` � n.�,. `►sr " . .' _ .;.-,� / 1.. f�- �.:,.�,. � f �� 4! . ��,� 'y 3,, ��Y��{ \'r F. THESE ITEMS TO ADDRESSED AND SUBMITTED AS A DEFERRED SUBMITTAL. THIS WORK SCOPE SHALL �''��, '4. � �.�;- .. . • r-��,��...� '; ,✓ _ � +t 1, +, .. ��� . � �M •i� � -.�•. �� ' -'"" � . ,� �.r�, �� ``� �;�Y <5.,•r. r r NOT BE APPROVED UNTIL THE TOWN OF VAIL HAS REVIEWED AND APPROVED THESE ITEMS ' � �.. �� ' _� -- ; ' �- - `� �r' �' , ,, ,� 1 _ -� ` : '� � `�--- ' � h, ' �. > . , � ,� .-- � � `l �� � . � � .I "' �.� '. � ��'. , � _�� ._ {J'`t' �` 1 - ,� � �•,j f � � �i ...' . . : ` ,;�`.. � ' , �' ''' y�� 1 .., ; -- . ,� .��' �-' ; �, ,� : � Y, � � {3 . _� �`_� � l .;�� �., 1" ���` �`, �"�..�'=`, � \ , :-�� ,� ,- '� y, �, ,� L ` � � �� � i � v r 5.. � , Y;, � " :: , . . y F. ".a�� 4 �- - / . - ' �' \� � . �(r ,` � � . . " � � �.-, y � `„y r �> �. � A y i � � � ! 41 � ` `�� :�) ,q _ ` �� � � � '��������i 1j!^ � i � f�f h i .� Y�. 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V O N N � � Z °� . . - Z ^ ^ . . � ' o � o^+ WZ � � o � - � ,.r ° � QZ �j � � °� US � o � o O a 2 :a � � � V � � � � � � d � � Q V Issue A Issue B Issue C Issue D Issue E � = W O ` � MONROE AND NEWELL ENGINEERS INC GORE RANGE SURVEYING, LLC a c � a�o STRUCTURAL � SURVEYOR T�T�E 5-A��� 4-Sep 12-Sep ��o� 6Nav � Q � � ,� CLI ENTS TOWN OF VAIL ARCH ITECT ZEHREN AND ASSOCIATES, INC. Contact: Hannes Spaeh Contact: Sam Ecker n oo covEasHE�r • • • • • � U v � M J Contacts: Contacts: David Baum, RA, LEED AP E N G I N E E R 70 Benchmark Rd., Suite 204 PO Box 15 A o.� o�aw�n,G�NOEx • • • • � _ � � m � � -' L A N D S C A P E A o.� C O D E S H E E T • Z � z � �, z � 75 S Frontage Rd. Pedro Campos, ASLA-PLA PO Box 1597 Avon, CO 81620 a Q M � o � � Vail, CO 81657 Susan Nowakowski Avon CO 81620 Voice: 970 479-8698 c �.o s u a v E V�P E C o�� • - • • • Q Q J �„ �„ o v o I N T E R I O R S ' � � C 1 WATER PLAN AND PROFILE • V V W V Voice: (970) 479-2100 P.O. Box 1976 Voice: (970) 949-7768 Fax: (970) 479-0015 c z W A T C a F L A N A N D p a d F I L C • � � � W � Fax: (970) 479-2157 48 E Beaver Creek Blvd Fax: (970) 949-4054 Mobile: (970) 376-3154 c � SANITARY PLAN ANU PROFILE • Avon, CO 81620 E-mail: Hs aeh monroe-newell.com c 4 SANITARYPLANANDPRdFILE • o P @ E-mails: sam@gorerange.net N Voice: (970) 949-0257 C 01_1 CIVIL COVER SHEET • • C 02.1 EXISTING CONDITION MAP • • W O � p�p 1� �O VAIL VALLEY FOUNDATION Mobile: (970) 376-5267 c o�.� GRAUING PLAN • • � � ° en � contacts: � � MECHANICAL/ BIRDAIR, �NC. � N � C 04_1 STORM SEWER RLAN • • � 'C 01 �O C1 Fax: 970 949-1080 AEC � � � TENSILE � �5.� UTILITYPLAN , . N � �, �, �, E-mails: davidb@zehren.com Contacts: Stan Humphries Contact: Thomas M. Connell, PE c o6.� SEDIMENTCONTR(�LPLAN • • ; � . . 90 Benchmark Road Suite 300 ELECTRICAL 40801 US HWY 6 & 24, SUITE 214 STRUCTURE c o�.� tON:STRUCTION DETAILS . . > t� ° � ^ Avon, CO 81620 pedroc@zehren.com 65 Lawrence Bell Drive, suite 100 c o�_2 CONSTRUCTION D[TAILS . . 0° c-°-' °' °' susann zehren.com Avon, CO 81620 �c o Voice: (970) 777-2015 @ E N G I N E E R E N G I N E E R Amherst, NY 14221 � og_� AUTOTURN EXIIIBIT • • > � Voice: (970) 748-8520 Voice: (619) 501-1571 � �.o DEMdLITION PLAN • • � a " Fax: (970) 949-9265 ,� F a x: Mo bi le: (7 1 6) 9 0 8-7 1 2 5 � l.z ���a"r i"�P i-�`" • • � ^ '.'� E-mail: stan@aec-vail.com � �.� LAYOUT PLAN . . � o� o E-mail: tconnell@birdair.com W �, � � L 1.3 A L A Y d U T P L A N A L T E R N A T E 8 • • m x p1 J OWNER'S REPRESENTATIVE L 1.4 LAYOUT PLAN ENLARGEMENTS • • �v� m � V W CO N S U LTI N G MORTER ARCH ITECTS L 1.6 QOX dFFICE&CANOPY BUILDING HEIGIIT(PEG09) a • • W � Z � Contacts: Contact: Jim Morter, FAIA CIVIL ALPINE ENGINEERING INC � 3.� LANDSCAPE5ECTIONS • • � � O � � H u n n C o n s u l t i n g G r o u p, L L C A R C H I T E C T 4 Grapewoo d Cou r t Con tac t: G lenn Pa lmer C��/�L M A R T I N M A R T I N e c ,,,,,� E N G I N E E R L 5.1 LANUSCAPE UETAI LS � • � a � W PO Box 1095 Contact: Mark Luna � �.� �Arv�scaPE aET,�i�s • • W Z � Z Austin, TX 78738 34520 Hwy 6 Ste A9 ENG I N EER � 5.� �.nrvoscaPE aET���s . . Z Vq � Val�, C O 8 1 6 5 8 Voice: (512) 261-5009 (G R F A) Edwards, CO 81632 2 2 5 M a i n S t r e e t S u i t e C 1 0 1 D 1.1 STAGE LEFT/CONCESSION DEMOLITIOM1I PLAN (PEG10) • • • • V W = W Email: jackhunn@yahoo.com Fax: (512) 261-5387 Voice: (970) 926-3373 �C B F W� E dwar ds, C O 8 1 6 3 2 n �.� cor,cESS�or,s F�oaa,HCP AND ROOF PLANS • • J Z � � V o i c e: (9 7 0) 9 2 6-6 0 0 7 A 1.2 STAGE LEFT FLOOR PLAN • • ' = O E-m a i l: j m o r t e r@ m o r t e r a r c h i t e c t s.c o m FaX: A 1.3 STAGE LEFT ROOF PLAN • • a � E-mail: palmer@alpinecivil.com Fax: a �.4 CANC)PY FLC)OR PLAN • • U � � � E-mail: mluna@martinmartin-mtn.com A l.s car,onv aooF n�n, . . A 2.1 STAGE LEFT/CONCESSIONS ELEVATIONS(PEC 13) • � • � • A 2.2 CANOPY[LEVATIONS(PEC-15) • • • • • SEAL A 5.2 A55EMBL`Y DETAILS • • A 5.3 MISC CONN[CTION D[TAILS • • A 5.4 ROOF AND CEILING DETAILS � • A 5.5 DOOR DETAILS . • S 1.1 GENEFtAL NOTESAND FOUNDATION UETAILS • S 1.2 FOUNDIITION DETAILS • 5 1.3 FOUNDATION PLANS • S 2.1 LOBC3Y CANOPY FOUNUATION PLAN • S 2.2 a0X(7FFICC/CONCES51QM5 FOUNDATION PLAN • AC ARCHITECTURAL CONCRETE CMU CONCRETE MASONRY UNIT EXPA EXPANSION HH HAND HEWN N NORTH R RISER T TREAD s ,.i CANOF'YFRIIMING PLAN • ACOUS ACOUSTICAL CO CLEAN OUT EXT EXTERIOR HORZ HORIZONTAL N/A NOT APPLICABLE RB RESILIENT BASE TBD TO BE DETERMINED s �.2 CONC[SSIONS ROOF FRAMING PLAN . ACT ACOUSTIC CEILING TILE COL COLUMN HP HIGH POINT NIC NOT IN CONTRACT RC RESILIENT CHANNEL TSS TOP OF STRUCTURAL SLAB p i.o r��un�eiN�spECS, LEGENU AND DETAILS . . AD AREA DRAIN CONC CONCRETE FD FLOOR DRAIN HR HOURS NO NUMBER RCF RAISED COMPUTER FLOOR TSF TOP OF STRUCTURAL FLOOR p �.o PLUMBING PLAN • • ADJ ADJACENT CONST CONSTRUCTION FDN FOUNDATION HT HEIGHT NOM NOMINAL RCP REFLECTED CEILING PLAN TFF TOP OF FINISH FLOOR E i.o ��ECTRic,4��E�ENa,spECS&�ETai�s • • AFF ABOVE FINISH FLOOR CONT CONTINUOUS FEC FIRE EXTINGUISHER CABINET NTS NOT TO SCALE RD ROOF DRAIN TC TOP OF CURB � �.o �owER&svsTEr�s P�nN • • AFP ACOUSTIC FABRIC PANEL CORR CORRUGATED FF FINISH FLOOR ID INSIDE DIAMETER REF REFERENCE TEL TELEPHONE E �.o LIGHTING PLAN . . . ALT ALTERNATE CPT CARPET FG FIBERGLASS IN INCHES OA OVERALL REFR REFRIGERATOR TERZ TERRAZZO E a.a siTE u�HTiN� • • • ALUM ALUMINIUM CS CONCRETE SEALER FHC FIRE HOSE CABINET INCL INCLUDE OC ON CENTER REINF REINFORCED THK THICKNESS T i.o TErvsi�E sTRUCruRE • • � ANOD ANODIZED CT CERAMIC TILE FHR FIRE HOSE REEL INFO INFORMATION OD OUTSIDE DIAMETER REQD REQUIRED THRU THROUGH � � AP ACCESS PANEL CU CUBIC FIN FINISH(ed) INSUL INSULATION OFD OVERFLOW DRAIN REV REVISION TOB TOP OF BEAM APPROX APPROXIMATE CY CUBIC YARD FL FLOOR INT INTERIORS OPNG OPENING RM ROOM TOC TOP OF CONCRETE W Z ARCH. ARCHITECTURAL FLG FLANGE OPP OPPOSITE RO ROUGH OPENING TOW TOP OF WALL D DEPTH FLSG FLASHING JC JANITOR CLOSET OSB ORIENTED STRAND BOARD RP RADIUS POINT TRANS TRANSVERSE � W B&B BALL AND BURLAP DD DECK DRAIN FLR FLOOR JMB JANITOR MOP BASIN OSF OUTSIDE FACE RS ROUGH SAWN TRAV TRAVERTINE B/O BOTTOM OF DF DRINKING FOUNTAIN FLUOR FLUORESCENT JT JOINT OZ OUNCE TS TUBULAR STEEL BC BACK OF CURB DI DRAIN INLET FOC FACE OF CONCRETE S SOUTH TYP TYPICAL 1. DO NOT SCALE DRAWINGS. ,� BD BOARD DIA DIAMETER FOF FACE OF FINISH LAB LABORATORY PA PAINTED SC SOLID CORE W � BFAG BETTY FORD ALPINE GARDEN DIAG DIAGONAL FOS FACE OF STUD LAM LAMINATED PART PARTITION SCH SCHEDULE UG UNDERGROUND 2. DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF GRID, FACE OF CMU W � BLDG BUILDING DIM DIMENSION FR FIRE-RETARDANT LAV LAVATORY PAV PAVERS SD STORM DRAIN UL UNDERWRITER'S LAB AND FACE OF CONCRETE, UNLESS NOTED OTHERWISE. � O '�, 0 BLKG BLOCKING DN DOWN FT FEET LB(S) POUNDS PC POINTS OF CURVATURE SECT SECTION UNO UNLESS NOTED OTHERWISE 3. ALL ANGLES ON PLANS ARE 90 OR 45 DEGREES, UNLESS NOTED OTHERWISE. � Q � BM BEAM DS DOWNSPOUT FTG FOOTING LP LOW POINT PCC PRECAST CONCRETE SF SQUARE FEET UR URINAL � BOT BOTTOM DTL DETAIL LT LIGHT PERP PERPENDICULAR SHT SHEET 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS � � �' BRG BEARING DWG DRAWING GA GAUGE LTWT LIGHTWEIGHT PL PLATE SIM SIMILAR VB VINYL BASE IN DOCUMENTS PRIOR TO DEMOLITION, CONSTRUCTION, OR � BRK BRICK GAL GALLON LVR LOUVER PLAM PLASTIC LAMINATE SIP STRUCTURAL INSULATION PANEL VCT VINYL COMPOSITION TILE ALTERATION OF EXISTING OR NEW STRUCTURES. � � Q � BRZ BRONZE E EAST GALV GALVANIZED PLMB PLUMBING SLR SEALER VERT VERTICAL 5. PROVIDE ALL NECESSARY BLOCKING IN WOOD STUD WALLS N BSMT BASEMENT EA EACH GC GENERAL CONTRACTOR MACH MACHINE PLSTC PLASTIC SNK SINK VEST VESTIBULE AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT � � � ,��' VIF VERIFY IN FIELD LIMITED TO TOILETS, BATH ACCESSORIES, CEILING AND V BTU BRITISH THERMAL UNIT EC EXPOSED CONSTRUCTION GI GALVANIZED IRON MATL MATERIAL PLWD PLYWOOD SPEC SPECIFICATION � VNR VENEER WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, BUR BUILT UP ROOF EIFS EXTERIOR INSULATION & FINISH SYSTEM GL BLK GLASS BLOCK MAX MAXIMUM PNT PAINTED SQ SQUARE J ° BW BOTTOM OF WALL EJ EXPANSION JOINT GL GLASS MECH MECHANICAL PPL PROPERTY LINE SS STAINLESS STEEL VWC VINYL WALL COVERING CABINETRY, COUNTERTOPS, AND FALSE BEAMS. - Q � ELEC ELECTRICAL GMMU GLASS MESH MASONARY UNIT MED MEDIUM PR PAIR SSK SERVICE SINK W WEST 6. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES OR � , � C/C CENTER TO CENTER ELEV ELEVATION GND GROUND MEZZ MEZZANINE PREFAB PREFABRICATE STA STAINED WC WATER CLOSET CONFLICTS CONTAINED WITHING THESE CONSTRUCTION � � CAL TREE CLIPER ELEVR ELEVATOR GR GRANITE MFR MANUFACTURER PROJ PROJECTION STD STANDARD WD WOOD DOCUMENTS IMMEDIATELY TO THE ARCHITECT � � CFM CUBIC FEET PER MINUTE EM EMERGENCY GRD GRADE MH MANHOLE PSF POUNDS PER SQUARE FOOT STIFF STIFFNER WLS WALLS Q Lj CIP CAST IN PLACE EMBED EMBEDMENT GWB GYPSUM WALLBOARD MIN MINIMUM PSI POUNDS PER SQUARE INCH STL STEEL WP WATERPROOF W CJ CONTROL JOINT EPS EXPANED POLYSTYRENE MISC MISCELLANEOUS PT POINT OF TANGENCY STMP STAMPED WPM WATERPROOF MEMBRANE � � CL CENTER LINE EQ EQUAL H&V HEATING &VENTILATION MLW MILLWORK PVC POLYVINYL CHLORIDE STN STONE WR WATER RESISTANT CLG CEILING EQUIP EQUIPMENT HB HOSE BIB MO MASONRY OPENING STOR STORAGE WWF WELDED WIRE FABRIC � CLO CLOSET ESC ESCALATOR HC HOLLOW CORE MR MARBLE QT QUARRY TILE STRUCT STRUCTURAL CLR CLEAR EXIST EXISTING HDW HARDWARE MTD MOUNTED QTY QUANTITY SUSP SUSPENDED XPS EXTRUDED POLYSTYRENE � � CM CORRUGATED METAL EXP EXPOSED HM HOLLOW METAL MTL METAL YDS YARDS ELEVATION 100'-0" = 8203'-6"ABOVE SEA LEVEL CMP CORRUGATED METAL PIPE (EXISTING BOX OFFICE FINISH FLOOR) � ISSUED FOR: MATERIAL HATCHES IN SECTION MATERIAL HATCHES IN ELEVATION o. C �t�/t 3 oRS�rraie Fxr K�►nori FILL MATL � � � � � GLAZING � � N EW S ITE PLAN E ��3 �ato�ucr� 0 0 0 0 0 � EARTH GRAVEL GLASS A2, � 1/8" = 1'-0" ' , '.f••.�:.`�'y 1•'.1 :' � . . . . ' . . . . . .. CONCRETE b � � :"`�`-'��� �j � � . �. . • CONCRETE/ • � �; . . � � ._� ���� ��•�� . PLASTER • . 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EXISTING BLDG.ADDITIONS-TYPE IIB �- ��, ' '", � C�, � / ��o � , / � � � V 7� �� -- ,\ \ \ j \ ��� ;% /% OV ; Fs �' \ `� ��� � \ � � � \ /1 \ F6 � yr��l� j,�� / �? � C / s�, � ,j �'� � ,- - / � 0 86 0 � _ � _ _- , �� , ,� �� i � � � � � � � CC ' ;� , �s %// ' - � � ���, � SOCIAL COURTYARD-TYPE VB � � _ _ �_ V �� � � �/ � � � - � ; ;� � �'� , �N ' , ��_�- - � �� � �0�� �� � � - � ��- �����, � - i� �� 0 ' ' _ �_ % � � ���� � � � ;',�� � ��'�, � � _ - �� `� � / � i � ���� �y . _ , . � t % � � �� � _ , �' � �� � �;- ��� � _ _ �;,/ � �� � BUILDINGCAPACITY: � � -� _ - � � � �� `� ��%���° ��� � �j � � � �� �/'I� � � � _ _ - - � , � � `���/� � 'j , � �� � ' � ;, ��%"�� � � � \_. ����� • 1,265 FIXED SEATS, 1,235 LAWN SEATS, 2,500 TOTAL(GRFA) � — �— - � i,�%�`-� , � ���/i�' �� I i i � -� � �'— � i� � - ( �_ I - i i��i ;�, , � � �- - � , � , _� , _ _ �"%- -�-;,� - _-- _�— � ' _ � � � ��� _ =," , � i --- � - � ; „+� � e =� � , ,% = , � ;� � - - ��-� _ y , %, ��� /� e � , \ �� � � �' , . � � � � 2p �/ , , , . � : � � �= � , , i , . ; i, = : � - � F _ � �O� F3 < Y � __ ' �I / I F3 O��A� ��� '�, �.,... �z....,���_ . ���� F6;' _--- ��� � , I� ',_ . . .. -_------ . . _. . ��: . . . . / r � � :�,',� �..� ...... e.�� � .�.F6. .._. �..- , / -_ ---- -- , / ��� ...... _ ,, ,' - IDE ) �4 R - �' �, --� -, � � : _ ; �•S 7 ,�A 'i �.,, w � ��-, . �- ' �� 'i ,' I • XTDRINKING FOUNTAINS @ 1 PER 500 -6 REQUIRED (6 PROV D � � � -- _ , , � ' � - ' � � ' �`` �i � �� �� �� ' ,� � ��� �` � R� ' � ����� � ' �� ' %% ' ����������� • LAVATORIES @ 1 PER 200 = 13 REQUIRED (18 PROVIDED) i Q �� '� � � >-�.-' �- � , � �- i 2 �/ � i� p�p ,-' -� / RF �'�O � � � R O � �� _ �� ' Q O � .`. ;. 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F � F � , � �!-,� �, � � I�� / / � � � � • WATER CLOSETS& URINALS = 10 MALE/20 FEMALE (22/40 PROVIDED) �� �Q� � � � F3 � A � F3 �� - �4 7 � i,�� ��� �� �-�� � � . �� , � � �� .. � -- � � ��� � _� � W� � � _� . . � � � ��I � � � � � � , � � R�� �� �� � � �� � � � � � ,� � � � / � % Da �`v � , ", � I � , �� I 'I OCCUPANCY LOAD (TABLE 1004.1.2): K�P� , , � � �� �_�� ,, i � � � � � � /� � � � / _- � - � � �� - - - � �V' - � � -� -- � � ���___ ��� __ �� � �_ ,— - - --— � � '�_ , . _ � _ _ � ___ � � � � �,� __ _- �__ ���, � � � i � EXISTING BLDG (MULTIPLE) 4,015 OCCUPANTS (INCLUDES CONCESSIONS REMODEL 1 , / � �'� -�° - - -- -- - I � � -�` � / AND LAWN SEATING AREA) REFER TO REMODEL FOR ORCHESTR,4 PIT, SHEETA1.0, � ----- � � � � , _ —— � � � � . , = 9�9� \ � 4; � � � ,� DATED 10.30.09 "PERM/T ADDENDUM"BY MORTER ARCHITECTS - > � - � � � ; �- � 1 � I _. _ V ,�. _� _ _ ��- �r�� , _:-- . _- 1� , � _--��� I , � '/ � r .� `,. � _._ , !� '� — �� iC � ���.�' � �i� ` _ � �� - � �, , �� - ' i � _ �` - —_���?` , ;, s,9 -1 � SOCIAL COURTYARD (A1) : 2,820 SF = 564 OCCUPANTS � �� ��� �� � � �` -�- � -_--- � � � � - - - - �\/ f / � ' �� � � ;! � y I�i � _=� ^-- ;�� � `., � ' �I ti � � REQUIRED EGRESS PATHWAY WIDTH: � � ���`� � � '�i � ���� � �� � STAIRWAYS- NO CHANGE �� �--�� � `, �\ I ; i � '� r/ �, � - �, , ��� , � i I OTHER EGRESS COMPONENTS (PER 1028.6.3) � ' - �' � � �� ` �` \���_ / • GRFA: NO CHANGE _-, � , � �� ,--� � / • GRFA+ SOCIAL COURTYARD: 4,579 x .06 = 275" � � ♦ • SOCIAL COURTYARD: 564 x .06= 34" - - � �� � � � � � ___ , � � � NUMBER OF EGRESS ROUTES: 2 CO D E �+ ' �\\_ , STAIRWAYS- NO CHANGE 1 _ ` � � �----- �� , � � Approved by the OTHER EGRESS COMPONENTS S H E ET _ � ___ --��� � � � � � � � Design Review Board • �RFa: 2 @ �20.5° (�o�-s°) �--- _ ___ '� _ � � � � ---- �� "" ' ` • GRFA+ SOCIAL COURTYARD: 2 @ 137.5" (11'-5%") _� ��, > � ��- � ` B Warren Cam bell at 4:12 m Nov 22 2013 � � � ,�� � �� �� � � � � � � � �� � � �. � �� �� � � ��� �� � ���� �� �d��� y p p ' ' • SOCIAL COURTYARD: 2 @ 44" (CODE MIN) -- � � �� � � � - � � ��� � � � --- � � ♦ �� � — � �� ��� �� � — \� � EXIT ACCESS TRAVEL DISTANCE: PROJECT No. ORIGIN DATE - - - - - - - II� ���j`�, - - - - - - - - I/� Received GRFA: NOT LIMITED PER CONSTRUCTION TYPE 20132266.�� 07/01/13 SOCIAL COURTYARD: 200' MAX PER TABLE 1016.2 & 1016.3 EXCEPTION 2: PROVIDED _ - - � \ - - � ����,r �� �f�f� . .� By Lynne Campbell at 8:22 am, Nov 14, 2013 DRAWN BY CHK BY TRV BY �M w 1 DF DB DB SHEEI'No. 3 SOCIAL COURTYARD EGRESS PLAN 2 GRFA & SOCIAL COURTYARD EGRESS PLAN � CODE SUMMARY AO . � A0.2 1" = 20' A0.2 1"=20' A0.2 NTS sc,�►��: H WN �� � ����/� � �� �� � � S Nb N'dS Nd ' 232.2 � � i � � 62'-8'DIP � � /�.QF'� � 'y�\ �� °.e' o�' s cN � _ �2.9 �-_ � � � � � i 5�P/ � � , � � -�� � 29.9 � � � / �, f � k o.6' o `'� �t BRIDGE � - - - � � �� � �� � � o_�' � � � � o N C E �� � ���" , / � � � p � i � � o.6' o.5' 0 6' o.6' � �� � ��� � � � - -. - - - � � � � � � � STEEL FENCE � ��� � PHITHE R i- � ���l / �� , � � � � I/ � � � � a.6' LEAS �RCEL ' � � � � � / � � � � � / � � a . � / �� BUI ING � � � � A � � J � � /\ '� � � �� \%` ' / � � , / o.3 1�13 ,,.� .c3 � BRIDGE � � � i�/ \ , / � i ��-- � � -r/ ��� � � � � �� � � yr� �n op vrs _ - -� � � /��"\ � ,� +��� X o � � V �- -� � v ' � � � azso � � � � - ' . � � ,�, '�- � \ �- � -- -- , � ,Z i � ., ��� � � �- � �_�� O "' ������ � � // CTRIC TR NS. � �* C7 � [�'� � A � � � � �� �� � � �2 • Q� � Q � ■ 8202.4 8203�� � � �' � � , _''� � � � � - - � � y � , � �/ i � ' L V � x 8�211.7 � � � � ,�i ,� � � / �� � � _ � � - - � v � "���� �� 1� � � � - �� � f �� \ � / � � ?� ���- '` �/ __ � � 'C,f� \ � / � ; _ / �, � � � , � � � �� ' ��� � BRIDGE � R � �� . _�� � / °_s � i ���f� csTONE � ' � $�°�� �� • $�..� _ � _ . - _ � �,�, /� �3.0 �T � - . Reviewed for Code Compliance / � � � �� _ �� � „I -' � ��� �� � �� Code: 2012 International Building Code (IBC) � � � � Ns sMA� � � o�s REE�- rawru �F va�� ������ � �,. $zo�, ,� � , ,� - , , � , � , � � , , � � � � � � � ' � ,. ,� � � 6, , / , , --- '\ � � \ \ - - - % _ . / � _ _ � � , 8 / � � = 8208,� � �� � � � � �'; � T�� �� �A ( / �szp2.o � ,- �- �- � ,, �i�� � 6� _ , � �,; ���,� /,'', �, 1 � � j � j� �%?� O � j � / , � � .- � � � � � ���� � ���� i% � 1 � � - � � � � � � -% �� � � �� � � �- eza�z - - - __ � ,, o�°0� �� /%� �� / � � �8239.6 ezoaa ezos.� azoas � Q � � �" % � ��� %� � � I BETTY FORD � _ � ,� -�, � � � � � 8201.5 azozo � ' / � � U� / � '� GARDEN ���� z�e _ i � � � _ �� i� �'� � / ��RIC TRANS. � �� �, . BUILDING azoz, / V -- -�, � / ��` � / ` � / � � � � � � e .e azm.i � � ��Z2��� e2�o. ezoz� �zoao ��� � � � � ° � ,,���82j0 %� � /�� �/ � V /�� 8207.8 8207.8 8 1 . 8208.2 gypg.3 8208.2 � � � /� � - � A\ �0 / z+o.a azoze ezn.4 ez�o.a � � � B U I LD I N G �� � � � � � � g2 �zs � ez�o.+ e2iz. ezoe.a 8� � � � / � � � � A � � � � - � �-1 e2n.a � 2izo �9 \ - � �_ � � �� � �� / � � � � � �� � �� r ' , az�.e � a�a�.3 � � �.e �s�eza� o / / i/ � ''� � / V A , � � , , - . � �, � ��.a ��� i / 9� � / \ , - � / i � � � �� � i � /�� � � � � ���� INDICATES BOTTOM OF ���" ��� INDICATES AN . ���� ��� � %�j�� � � � , ; % � ,1�;' FASCIA ELEVATION � j 8� �� �� � � ,� � � INLET ,, � � / � \� � � � ,�� A ,-.% I � OUTLINE OF azos.s` � � ��, / ,� � � �j � ' � � � '� � ezm.z ROOF ezo�s � esoe.e � � O�.� i � � �� � � Url�, ' � � � az�o.4 � e2oza azozo � � r � i � � �j ez�ao azoz� A j�- /�j/ ��// � � \ �� / � � �� � � i � � 8201.8 � � .azoe.� � � azozz azozz S� � � � � �� � azoe. A� � � ��� � �d�2� � � � �� � � � � � � � � � � � � ST e2oz6 � �� � � �r / � i � / � � � � �� l azoa.� I azoe.e �� �o�.o � � � SEWER MANHOLE � �" � ,` � ca� INDICATES A ROOF AMPHITHEATER � azoz4 /� / ;` J �� �s�:s ezoe•9 ,�°�' SUPPORT COLUMN SEATING ezos.s Q �� / � i � � � � ezos.o o'.z W`�'� ��� soes\ � � � j j IN � � wv� RIM ELEV. = 8209.46� � � � i � � � i � � T azos.z esoz� y os. � � � 82� � t V 8 0 .8 � INVERT IN = 8204.46 � � � ' � zos.a S EPS p(/� � � � �'j'� � ' � INVERT OUT = 8204.26' � � 08.5 20Z1 " � ,f0 � � � � � �� � , ��.e � ,� � s � 1 ST �� ezos.e S . / i � � � ���.�: TfP � I ST � • � � Q � Q EPS aza..s ��.e � ' � / ���� � � ~ � / � - � za.e zoe.e / B��S � � �� 0 ' �� � � � � \� ' � � . � ezo4s STEP e�eaz ■e�ea.z �� -� � 1� � ^ I I / 8203.2 � _ � / W � O � � l�� � ��� � � �8203.3 04.5 � ������ ��� �� - �� �� �� � �� � �i � � 2.�� � � �ji � � �� -� eza;.s soss �� ,�a�ae.� � / , � � 1� � � �i � 209.4 8198.0 ����� - � � � � �' �ezai.s ezoa.� ■ �' �� � �82p5t Q� % � � � �i � I I � � / �����` � �_�' BRICK / azo3.e � �� �819&1e�se. /BUILDING ELECTRIC �� � � �� n �� ezw.:azoa.+ asm.e �ezo�.s x VAULT r / / � PAVERS , , - � � � LEGEND � � w 1 (TYPICAL) STfps � � � � � / �3.0' �I �� � �� � azoa.+ �'� � .azoa.a � � � � ezas � azm.e� �� �2 � � � � �0 � � � �' 8203.5 ��x /819�� , �.� .ezoa.z � �� � p�,/ /� I � � � � � � aza3z � / / � � V / � � \ �co CLEAN OUT Misc � � / � � BUILDING \' 8203.4 � � �o" � �j // �,P�� � 25' O SIGN (M1SC.� / � � J B203.4 ■ 03� \ \ B19r�e / �� �� � O CURB STOP -� � FLAG / L8196.1 ( PIPE � GROUNO � 8P03,y � � .azm.a �-e,aze AMPHITHEATER �o�� // � � � % -, SIGN (SINGLE POLE) � �STONE � ■ � - � � � ELEV. = 8210.5' � � � 2018 STAGE �� � � � � � � ELEC. METER�TRANS. � TEST PIT�SOIL BORE � � � � � �8�4 �,� GAS METER 8203•s � �� B19&2 8za�e � � � ��?���--� ����/ � FIRE HYDRANT %�' TREE (EVERGREEN) � O � . � AMPHITHEATER � / 2 a � yY ii � � � � , PIPE ENTERS WAL � ezm.� y p: �� �� � LEASE PARCEL "A" � 8���9 8203.5 � � � ezo,.� �20 6 GATE " / % %GJ � �o.a 2 5' � INLET ��� TREE (DECIDUOUS) . // � �_ / O � � � � � � �� �� I � � � � /� � , � � � � �� �, � LIGHT POLE BUSH � / � 8195.1 lP � � � 8203.9 � BRIDGE ����821 �, axo,.e � � � e,aa.s � ' ��-82p1� j � P MANHOLE DRAINAGE � � � � � � �'L '82� CONCRETE O�, � � � (82�5.� � , � � ,� � � O ( ) � UTILITY POLE � � 8 9 �,?- � ��� / �9 � GV / 1 2p RET. WALL ez,s.e / e,sa.o � � / � �D MANHOLE DRAINAGE � � � � � 8��j � � ezo,.6 ��� o � � i i � ,o a' � s� � ) � VALVE (GAS) � � � 8 � � -' �01's � �� � � � � o.��g QE MANHOLE (ELECTRIC) VALVE WATER � / / / �p � � INDICATES A BUILDWG � � �/ � , � � � / � � � � �� � � � WATER VALVE �� S� 81 '8� � : � � S MANHOLE (SEWER) .as � � � I � �S'y �� , A� � � �. / � � � � O° WATER SHUT-OFF � ( � � � �� " � � 8199.3 / ��� � 2 0' E� PEDESTAL ELECTRIC rTl � �8195.7 8 � 82p --� zos.z C:�. � p � 8200 i ( ) ��.� `S ���:� � �_ �� � i � SEWER MANHOLE OO WELL � �_ _ _ _ _ _ _ I � -� �o � ��� � � !� � �� � �� RIM ELEV. _ $200.71' P� PEDESTAL (PHONE) �BOULDER � w � C � x � �� � ���� - ��,<�,<`< � ���� � A � � � ��s' INVERT OUT 818 95�21' � 8193.9 _ _ � � \ cn o� � _�� , � � Typ�C � � � ❑N PEDESTAL (CATV) � � / � - - - - - � � � � `�' ��� '' � � 8211.6' � c- j � o - �, �_ , / � / � A � �' �, o �,"� � �''� � �.o � a" 0 8� � � ' . � ;='�� �� �� � � � '�,�,,�-� ; , � i � o' � � � / /� CONCRETE WALL � \ � �j � ezoz.a 8203.1 � � 8211.0 CONC. � / / , / 8195�' � � � _ BAND � � %� � � zoo. �0 4 0.5 �� � � � � � � � ezo. � �, / � � � � � '�v�`� o ��-� azm.+ 8203_ �� / � � � � �.5' � ,. � ezoz. � � � � 9 g o.n � _ � � -� �, � � 202.3 � � �� � �°� / � / � ) �� � /i � � x 8200 � �, i � / / � � �'�`Z` V � I� �'� 0.2' ��� � ea.e ��� � o-'��' � � � � �QP / � \ a' � �� � � 8199.0� � � � � � / �8199� � �� 0.5 0 � / ,�F, � � � � 3' l� ,'�' S � � ���o ' 8202- �, � .. �� / �� � G�F' � � � � � ��82 .2s 8198.3 � 0 4' �, , o / � �t� / / � � /� i � \ � , � / _ � � �� � o , i s�,�, �/ � / � / G� J � STEPS � \ o a• � 8198.0 � � i � � �; � � �w€ Ho�E � a ' � � �� o,��� iN�ET 2� Approved by the V < RIM EL V. = 98.6' / � � � � 1� � � � � � � 8198.0 INVERT J-' 8188.2 � 0�4' ��3� 8201 � o $Zp0 /��� �/ � � RIM ELEV. = 81 .�5 �� �@Slgll f2@VI@W BOaPt� �� �� - � I I rn� �� �� �� � � � �� F� o� � � �sPN � � / GRAPHIC SCALE ���� �� ������" � gy Warren Campbell at 4:12 pm, Nov 22, 2013 � CONC. �� � �� ( /� \ FLAGSTONE � 0.4' ,� � �� � I G�ATES A N � CURB � , s� zo o �0 2o ao ao - �� / � � WALK � PLAN�E � �i '��� $�� � � � # LIGHT PO SP j / /, � \ �� / � � o� /� I �__ 0.3' � - - - - � �� �/ � �� � s ���� �� � �/ �w�� '�8197.6 � � ��6 � EATER LEASE PARCEL "C� `-'P� � /� � i�/ SEWER MANHOLE � ��� V-' to' " t,4 y � zoz.� , � � 1z8,e� /� � IN FEET �� RIM ELEV. = 8198.87' � � N RIM EL V. =8196.14' �A � � � � � ST �� / � � � ER (EAST) 4" P C = 8194.69' � � A ��� o� � INDI ES�A � �� � � � INVERT IN = 8193.87 1 inch = 20 ft. OUT ( TH) 12" P = 819 . 4' � _ FLAG� o� / �" S TUE/ �9$ � � INVERT OUT = 8193.77' � $ � RIP RAP � � � �STONE � S � 8196.7 T--8199- ( _ �� � 8197.4 TEST � � / ' � � BORE / Received � � � - ` (� � VC & S% t _ - - -1 � � / � � O .� � � � � �-4" PVC PIPES N s � � � - TOP OF PIP L�/ATIO� � �O � � � I � � � � � �� � By Lynne Campbe/l at 8:22 am, Nov 14, 2013 � ' ' � _ �P ,,�� � � � �� ,�ARKINC' 1 �� �� z o� ���� �i � �1���. � � SEWER MANHOLE _ �s��•�g198 � � gL5,7 � RIM ELEV. - 8197.76' � � �� SIGN �/� '• � � i O � - � � MAN OLE �"� NVERT IN (N) = 8187.06'----_� � � �� wv � � / /� Z � �`�819 . �� IN T IN (E) = 8187.76' � � � _ �� �� / NOTES: � g�g� g � 8195.�8 96. ` ' INVER OUT 8186.76' ��� y VALVE SURVEYOR'S CERTIFICATE W � W 8197.6 � 81 5.8 - �8196.7 � � _ - � / 1) DATE OF TOPOGRAPHY: 12�1�2008 (UPDATED 5�1�2010, 7�13�201 1 AND 10�13�2013) Q � � PLANTER / -,�-- �y RE H�` T FLAG 8195.9 � �' \ / I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE o a � 8196.3� � � � � � 0�5' 2) AREA WITHIN AMPHITHEATER IS NOT CURRENT, SOME FEATURES HAVE BEEN MODIFIED SINCE FIELD OF COLORADO, DO HEREBY CERTIF`( THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY / STONE 8197.5 8196.6 8196.3 � �� f � � � - _� ��� t6 �, ' �/ 0 5, � ` �/ LOCATIONS WERE DONE. SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. ALL 8197.6 819 .1 8196.2 `� 196.2 81 .6 8197.3 � .6 8199 � /I� '$ 8197' 8196.3 8197.0 $19$ 2 199.0 g199. 199. � � 3) BASIS OF ELEVATIONS: HARN CONTROL POINT "SPRADDLE", ELEVATION = 8287.82' (NAVD 88) PLANTER g�g CONC.i � � D� LI �1 g� 3 ! �u 199.1 � �� ��Oi� LX C �� �S`a'/ 4) NOTICE: ACCOR�ING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY �,�•�•,'�p�'�,�'�'�s � � � EATS 8198.1 , �-. 8199.9 /, � 8195.5 � � 8 99.9 ;�� � F� T� A �Iv1E � DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, ------------------------------------ C��:� �`���t- � � 8195.4 \ � 194.6 0 , PA�E ) � MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS SAMUEL H. ECKER ,'�'�,�� ��`.�: � 195.2 8195.4 � �� 8198' � � / FROM THE DATE OF CERTIFICATION SHOWN HEREON. COLORADO P.LS. No. 30091 �ii"'�s¢ �QQ,�� m; � � 81 . �� `� � 8198.4 1 g$ � $�94'� � FOR AND ON BEHALF OF � �� �' � - � '� � � ; 8194.4 g194.4 / � 5) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO GORE RANGE SURVEYING LLC �`•�0�13�201��a� � 1 ,��-� ' � ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD. THE BOUNDARY DIMENSIONS, �''�+ �'• . . •'�Q' � m 8 94.3 ! � •s���r• � \ � � X � , �� � 1 EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT aNq� �p,N��' m W o � � 4" CMP PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V50014566, Z v = _ _ -_ _ / �� 8194.1 �� DATED NOVEMBER 24, 2008. � � � • - - _ � 8194.1 �� O V > � -�CPP � � � � � � $194.1 , � ��i� � 6) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. _�- _ � � ,� - - -� � % � � �,� � � � , � �_ i ��+, i i � ( � ��� 1 I s� V � i � '� \ A U � � ��� � �� �' � � A./ � � !�,�y'� � �� • �� _ ��� \ � y \ \ i / \ � O j� � \ �� I �I �� \ r �' .� - V � \ � '�� \ , � �' � � � �� � � , � / � / V � . /,� � � � \ � � � ❑ � ��/ = I � � � o �\ � Ul � ; `�, � -- ti � � � N � �, „ , O . � � � � , ,t � \ �� , ! �` 1 � I, -"1 � `�.' � � t�0 �. / � � ' � � � � - � ° _ U ' \ �� \ � �- �� � �� , � � � W , / �9��� � � � � � \ / �� � � � i i� � '������� �.�. � �- � ' �i � %-I_ � o � W I- 00 ��,� �� � �� � � � � � � ! � � �/ �i, '�� �� � � � ; � i �7 4 ,o�, \` � � � - � u� � � � _ � I 1 � �% I \ O � L Z ❑ � � � 3 � �j,o° SAWCUT, REMOVE AN V '� � ��� / Q � � o O , � � ,: � . � � !� REPLACE 2020SF \� � � ; `�-�--� � �� �� �. �, �� �� � / �_ � Z � Q p �� / �` ASPHALT PAVEMENT � � i '- \ i � , I �' � �� ��� W w � �p _ N � � � � �� � i j � � \ ��' ��� � � �� � I � � � � w 0 L� . • � � � � � 7 - � I , �� � U � � l0 '�U � � A � � A � � � ��_ � � i � �� � _" Z �' � O N �� ; � �� � � �� \ � �� � � '��„' i��i � � � Z - � U t0 0� W � 11 .25° 8" BEND � � � � ' � . \ � STA.:12+36.20 � � ` _/ , I � ;- --- '� � � Q 0 N � i F � W � � � 6'�^� N:1659489.37 � BETTY FORD � � � � � -� ��� X� � � � � - � Z I R '��� , � ��- E:2757285.43 „ �_-� �i � � � � � U] � Q 0� 0� U (n �� �n 11 .25° 8 BEND �L_PlIVE G/RDEIVS � ' %� � ;� � � Q �� � ��� �� STA.:1 1 +96.27 �� � �;� � �� \ �� �� ���, � � �,� � � � X /� � Q lfl J� � � �� � � `� � � , � � ` �' � N � L� � W � � � �� � � ��� N.1659476.69 i�� � � -��� O � � `� � � � U N W 0� I�i � � � � � '� � c _ _ ,_ , �� , � G� E.2757323.29 � � , � � ' � �\ _ _ ;�� �__, o � �;�, �� (S �� 3��93�F �� � � � � �� � , � � � � � � � � - � \' � � � � � ��� � - , �-, � ��� �, ao� � , _ _ , � \ � � \ � � ��� � ` ` ��6� �,� - � � 8 0/P` � � � EDGE OF ASPH.4LT � - ��` � - - � � � \ � � �5.41 ' , (SEE �VOTE 18, TYP) �� '� ����� \ � � � - - SS' � � . �� � � �,. �� -- , BETTY FORD ,4 L FINE ��,��, _ � � O \ , �\��\ \\ � � � `� � _ - FOR PAVING REMOVAL � � ��,�, � `� �� � � �' , G,�RDENS SOUTH ENTR 1/VCE � � � � \� / `� ��. - - - - - - '�� ,� AND REPLACEME� �S � z ` � - - - \\ � � � � 2��� 80�F 8„ � �p/�,q/N INLET OUTLET PIPE / i- \\ ` 1 - _ _R� - _ _ - DlP � // \� LIMITS, R L��YDSCAPE ' � _ � E � - - _ 41.92LF g" DIP SIZE AND LOCATION UNKNOWN) 1 1 .25° 8" BEND � SS� � W �� / - ' - - - Z � -'°� - - - - � „ STA.:10+76.77 __ � � � \� ��� / - - - R ��' - - l- � „ N:1659466.19 - - - - o,-���-��" PI/C S%N/T%RY SEWER SS- ' � �� � � x �; '� / V�` �,_ \ � 59.78LF 8 DIP --�-v >, ,o� ,> . .� V � ; , � -� � - E:2757442.12 � 75.18LF 8 DIP � 8 CAP � \ � � � SANITARY MANHOLE � - �� � VIF- �� � ��, ��',I�,,������� 10+00 � x (SEE NOTE 22) � X �� � (SEE NOTE 24, TYP) - -RVb� _ , -_ , �ECONDARY E�ECTRIC 1 1 +00 � � STA.:10+01 .59 � e � � � ,_ � - , 4.9 5 � - - - � SER l/lCE FOR SITE UGHTS � � �-�� � � \ \ - ��� � �� __i� � �R � �� - -E- - _ �- S5� '`� „" � �� _- N:1659469.67 � � � � �: �� � ' � ��, � � � � - - � co CEIV TR,�L BETTY FORD , e C900 P I/C �� -- � � � � '~ � :- _ `� �\ , � E- - - - -r . � _ _ -R� % E:2757517.22 � ��-�� � _ � �- - - -� - S%NlT%RY SEWEf� ` � �� \ � � , � �� .�- � R� � � , _ � wA Y P�AZ� � �� _ -�v� - - � �� � - ��� � � � - � ���/��, /- � , � �� � � � - _ � �� ' -E- - _ � � 5.17' � - - - -�'� � \ � � � _ � � � \ i �'.' / , " \R�` - -- _ _ � � � � SAIVITARY SEWER MAIVHOLE \ � - -R� � _ _ _ - - � � �` � �CTRIC �� _ _ - -_ � _ '� � - --� - � � � [L \ � _ �, � �\ � �� � � � � � � R� - - - ,, (� 1 _ �E- _ (SEE IVOTE 16, TYP� \ ---� - ����= -�- � / °y O � � \ � � \ \� ;, ✓ 1 1 .25° 8" BEND �� � �- _ � � RI� M,�IV, ✓�J�E � / �� �� - - - - RV�+ - - - � - � � � ' - - - - - - � �, -� � � \ , _� ; � STA.:1 1 +78.46 ; � � VERTICAL JOINT DEFLECTION - -� - - - - � RV`d - - - - -��' - - � _ -_ -� _ -� � � / � � FIRE HYDR,4/V�° _ _ � ' � �\ � � � ��� ���U� �� OLD SCH�OLHOUSE N:1659472.67 ���, j STA.:1 1 +36.54 , _ -RV� - - �� � � \ \ � � ? 1 _ ,_- _ � �- - - - - _ ��E- -` �_ � � � / ��� � � \ � � � � � E:2757382.47 � s � _�� - -E - - ;� � ,_- �_ � � // / `\ \ \\ � / E:2757340.64 N:1659470.00 �� _, - _ ��� � 2>, HOP j� ,. , � � � �_,�S" � // � �"� � TOWIV Oi=- - ' � �� � / � � 1 - �-- ; � ,, � \ � � \ � � % �� � �--- I/�/L R%UV I��/,4 TER M�f l/V _ _ _ - � J��\� � \ � � _ / "> -= `' SEAL � \ � \ ,�,,_� � � �� \� � �� - - - - ��II °" �� ��-- - �� ��iJ I� _���` � �� �, /� ,�' � , / � � / 0 RE�/ ....� �. . : •.� : �:� . T. 0, 2013 ; . �. . F�;�•...••!s„\ �NAL �� Reviewed for Code Compliance Code: 2012 International Building Code (IBC) T��fN OF VAIL � 820o WATER 8200 � � � � .� 0 � � � � � � � � SCALES: J N HORZ. 1 "=10' O �, / _ - - VERT. 1 "=1 ' V '�° \ M ., _ � � O I � � � - - - \ - - - - - - N � O / � w I - - _ � � � ,a0 � � � � I � / � U � � � _ _ � � � � - � - � - � \ � � �-- � � - � � � � / 8195 / / 8195 � � � I I / i Received / ISSUED FOR: � i � ���� �� ���� , By Lynne Campbell at 8:22 am, Nov 14, 2013 No. DATE COMMENT I � 10/15/13 ISSUE FOR CONSTRUCTION i N FOR ALL WATER NOTES, U BASIS OF BEARING AND w � BECHMARK, SEE SHEET C2. _ � I � � I � w `� °; � IU) � z� � N w� O o0 z m� � + � N � - + � �� � I W � ao o � Q �� �� U pp U J � N II II - � p I I .Q � oo cn � � = w U o �� o �� � 8190 Q z� N , - - - - - - - - � - - 1� - =- - - - �- - - - - - - - 8190 - - � - - - -- - - � �� � �, - � I�Y PLAN J + � - - . I °� Q� oo W- � � - - - - - - - - o z� � �II II , - _ - - - - - - - -VI� - -- - �- - - -w- zcv � m� � �Q � � - � - - � - -- 75.18LF 8" DIP �z° o m� � - + � �� � . -�" , �( 10 5 0 10 20 m�° '� - + o�o �� � , - ' , - ' I SCALE: 1 "=10' _ + � �r- � ��� � .. ,� � � , , _� � ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET �c•i •- � �� �� Na � - - - , - � S» p1P SEWER SERVICE LINE TO . ao N �� o _ 1N = - - _ �n II II •Q � ,-� i--- - , . -�" � 5g.�8�F BE ABANDONED C900 SEWER N Q o �� � _ _ - � - - - _ - � STA.=10+61 .41 SERVICE LINE � �� � _ �W- - - - , ,� ELEV=8188.6f STA.=10+40.35 - _ - - - - - ELEV=8188.6f � � _ �N- - _ �- - - - �- - - - - - - - - WATER PLAN I - - - � 41 .92LF g>, pIP � � - - � „ I � - - � , - _� - 17.80LF 8 DIP i� AND PROFILE 1�1�h7�'S �����. � - - � 93LF g„ ��uT�r �ar}airic�r�r�rv DIP ��� �1�#1� LI t'�1 � - 3g. �I- � � , ; - � - ' CALL 811 2-BUSINESS DAYS IN ADVANCE , � , � � BEFORE YOU DIG, GRADE OR EXCAVATE FOR PROIECTNo. ORIGINDATE � MARKING OF UNDERGROUND MEMBER UTILITIES , -� � 20132266.00 07/Ol/13 - � MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY DRAWNBY CHKBY T2vBv LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHEETNo. 8185 8185 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. � 12+50 12+00 11 +50 11 +00 10+50 10+00 sCA�e: 1 "=10' WATER NOTES: i � � - _ _ _ � � --�- _ _ 1 . ALL MATERIALS AND CONSTRUCTION SHALL BE �N ACCORDANCE WITH THE EAGLE RIVER WATER � 'F?� =� � \ -E- -_ _ _ y AND SANITATION DISTRICT (ERWSD) AND COLORADO DEPARTMENT OF TRANSPORTAT�ON (CDOT) � � \ E- _ _ E N G I N E E R I N G S T A N D A R D S, M A T E R I A L S S P E C I F I C A T I O N S A N D D R A W I N G S. A L L W A T E R M A I N � � INSTALLATIONS/SYSTEM MODIFICATIONS SHALL BE APPROVED AND INSPECTED BY ERWSD. � � �� � � � ���/f1� �I f���I � -' --, - _ \ � � � '_� � �� � _ ❑ [V � - -RV� _ \ ��� �'� ' -E_ _ 2. ALL WATER MAIN CONSTRUCTION SHALL BE PERFORMED BY A CONTRACTOR LICENSED IN THE z � � � - -RI� _ _ � � � TIJRF /RE,�� ������ - -E_ TOWN OF VAIL. THE ENGINEER, OWNER'S REPRESENTATIVE AND ERWSD SHALL BE NOTIFIED - W U t0 � � - � , - `� I - _�,� � - _E 48 HOURS IN ADVANCE OF ANY PLANNED CONSTRUCTION. � W � � I - _�� � � - _ E � Z Z - � - - _ 3. ALL WATER MAINS SHALL BE DUCTILE IRON [DIP], MANUFACTURED IN ACCORDANCE WITH - p p� � ' -RI� - _ 2" PI/C TOI�I/N OF D%lL - -E- - � � � -- AWWA STANDARD C151 , CLASS 52. ALL FITTINGS SHALL BE MADE FROM DUCTILE IRON AND Q C7 ] � _ . - � _ ' - -R� ��R,4W W/TER M,�IN ; \ �--�- ��, > ` FURNISHED WITH MECHANICAL JOINT ENDS. ALL FITfINGS SHALL BE AT A PRESSURE RATING Z � Q p � - _ - _ - -- � - �- � - OF 350 PS� AND SHALL BE DOUBLE-WRAPPED WiTH EIGHT MILLIMETER MiNIMUM THICKNESS W w � �p _ _ Rlhf _ _- -W- - _ � . - - - !� �� � , �Rv� � POLYETHYLENE MATERIAL IN ACCORDANCE WITH AWWA STANDARD C105. w 0 L� . _- R I� _ \ � \ � � � U � � O t0 - \ �. �,,, � � � � � Z �' � O N w �Rl� _ _ ��R • 4. ALL WATER MAINS SHALL BE INSTALLED WITH INSULATED 10-GAUGE WIRE TAPED ON TOP OF z - U] U �p � _ �_ _... - - � -R� � � � � - -� --- PIPE AS A TRACER WIRE. TRACER WIRE IS TO BE LOOPED UP TO EACH VALVE BOX. • • / � _ � \- _ - �- \ � .. VI/ � - _ � �- �� �� � TREE TO BE PRO TEC TED (TYP� -� R \ �� J ? UI t0 O WEST BETTY FORD W%Y � _ -R I/b� _ � � � �� � � � � � , � � Q 0 N l� w _ p\P 5. IT IS THE CONTRACTOR S RESPONSIBILITY TO ADJUST ALL WATER VALVE BOXES TO THE � � � � � � � - -RW -- -_- �` - -RI� _ \ _R� - - - � ' REQUIRED FINAL GRADE. IN ADDITION, VALVE EXTENSIONS SHALL BE INSTALLED SUCH THAT A Z Q - _____ _ R V� - - - - - ,. ���- � ,� -- � - - - � .. w - RI�� o- - - __ � - R� - - �9• � SIX-FOOT (6 ) VALVE KEY CAN OPERATE THE VALVE. Q � 3 0 X � � - - - -o-RVb' - - - " � F � � N � L� Q W ,> - -RI/it - - ��PROVIDE PERMANENT MARKER IN \ \ N W 0� L�. ' - FUTURE 8 DIP WATER � 6. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED BY THE ERWSD. � - ASPHALT ABOVE END OF � =\ � �`�-- w 6" PVC SANITARY WATERLINE TO IDENTIFY LOCATION , cs � o W \ FOR FUTURE CONNECTION � '� � 7. THE MANUFACTURER SHALL FURNISH A CERTIFIED STATEMENT THAT ALL OF THE SPECIFIED �'- TESTS AND INSPECTIONS HAVE BEEN MADE AND THE RESULTS THEREOF COMPLY WITH THE _ W 8" CAP \ ` � 1�k�� S���C REQUIREMENT OF THE APPLICABLE STANDARDS HEREIN SPECIFIED. A COPY OF THE e . ---._ � STA.:13+52.36 --- , �P S\�'�� �''` CERTIFICATION WILL BE SENT TO THE ERWSD AND/OR OWNER'S REPRESENTATIVE UPON z N:1659553.99 S D y� �/� REQUEST. 36.50LF = �� E:2757189.49 / �� • i- � '�"' � /" 6" PVC SANITARY ' 8. DISTANCES FOR WATER ARE THE HORIZONTAL DISTANCE BETWEEN CENTER OF FITTING TO c� �-�- - �,�� _ ___ W i. CENTER OF VALVE, METER, ETC. THEREFORE, DISTANCES SHOWN ON THE PLANS ARE W -- �" APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND FITTING DIMENSIONS. O Ic��c� �, � ' � � � x _ `�SANITARY MANHOLE 9. MAINTAIN A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION BETWEEN ALL SANITARY � x �!~° � (S E E N O T E 2 4, T Y P) SEWER AND WATER MAINS AND SERVICES, UNLESS OTHERWISE NOTED AND THEN AFTER � x PROVIDING THE REQUIRED PROTECTION MEASURES. �� 10. FOR ALL PIPE INSTALLATIONS, THE DEPTH OF COVER OVER THE PIPE MEASURED FROM OFFICIAL STREET GRADE TO THE TOP OF THE PIPE SHALL BE A MINIMUM OF SEVEN FEET (7') AND SHALL BE KNOWN AS THE COVER OVER THE PIPE. PIPE IS DESIGNED WITH 7.5' OF COVER TO PERMIT FLEXIBILITY IN REGRADING CENTRAL BE17Y FORD WAY. IF DIFFICULTIES ARISE WHEN CROSSING INTERFERENCE AND WHERE SPECIFICALLY APPROVED BY ERWSD, DEVIATIONS FROM SEVEN FEET (7') OF COVER WiLL REQUIRE INSULATION, AND PRIOR APPROVAL FROM ERWSD AND ENGINEER. 11 . INSTALL THRUST BLOCKS AT ALL LOCATIONS OF BENDS AND PLUGS. INSTALL MECHANICAL JOINT RESTRAINT ON ALL JOINTS WITHIN 10 FEET OF EACH BEND AND PLUG, PLUS ON THE S� FIRST JOINT BEYOND THE 10-FOOT DISTANCE. 12. CHLORINATION AND FLUSHING: ALL WATER MAINS SHALL BE INSTALLED AND CHLORINATED PER 0 RE�/ T� ..... ERWSD'S ENGINEERING STANDARDS. THE LINES SHALL BE CHLORINATED IN ACCORDANCE WITH �' ��F AWWA C-651 , "DISINFECTING WATER MAINS." THE PREFERRED METHOD IS TO USE SUFFICIENT • CHLORINE TABLETS TO PRODUCE A 25 MG/L SOLUTION. THESE TABLETS SHOULD BE r. o, 0�3 ; ADHERED TO THE TOP OF THE PIPE WITH PERMATEX CLEAR R.T.V. THE CHLOR�NATION OF ANY FINISHED PIPELINE SHALL BE COMPLETED PRIOR TO HYDROSTATIC TESTING. •��•..���..•'� ��1VAL � 13. WHEN IT IS NECESSARY TO LOWER OR RAISE WATER L1NES AT STORM ORAINS AND OTHER UTILITY CROSSINGS, A MINIMUM CLEARANCE OF ONE AND ONE-HALF (1 .5) FEET SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF PIPES. 14. THE WATER QUALITY CONTROL DIVISION OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH Reviewed for Code Compliance AND ENVIRONMENT (CDPHE) REQUIRES ALL WATER LINE CONTRACTORS TO POSSESS A � Code: 2012 International Building Code (IBC) CURRENT DISCHARGE PERMIT FOR DISCHARGES OF CHLORINATED AND PROCESS WATERS ASSOCIATED WITH THE INSTALLATION OF NEW MAINS OR CONDU�TS. CONTACT CDPHE WATER r��� �� uA�� n QUALITY CONTROL DIVISION AT 303-692-3539 FOR INFORMATION ON OBTAINING THE REQUIRED PERMIT. � 15. IN LOCATIONS WHERE NO PROPOSED GRADE IS SHOWN ON THE PROFILE, MATCH EXISTING GRADES FOR PATCHBACK. FOR PROPOSED GRADING, RE: LANDSCAPE AND ALPINE CIVIL PLANS. 16. ALL ITEMS NOT DENOTED AS "TO BE RELOCATED" OR "TO BE REMOVED" ARE TO REMAIN AND BE PROTECTED. SHORE AND PROTECT ALL EXISTING UTILITIES IN PLACE. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGE TO ADJACENT UTILITIES AS A RESULT OF THIS WORK. � 8195 WATER 8195 �" 17. ALL WATER MAINS AND FIRE HYDRANTS ARE PUBLIC. ALL SERVICE LINES ARE PRIVATE. � w SCALES: �� „ , 18. ALL EQUIPMENT IS TO REMAIN WITHIN ASPHALT SOUTH OF THE AMPHITHEATER. UNDER NO o VE�RT 11"=1 'O CIRCUMSTANCES SHOULD BEl-fY FORD ALPINE GARDENS BE DISTURBED. � 19. MAINTAIN THE HIGH AND LOW POINTS AS DESIGNED. IF CONNECTIONS TO THE EXISTING °� SYSTEM ARE NOT AS ASSUMED HEREON, NOT�FY ENGINEER PRIOR TO CONSTRUCTION SO � � i � DESIGN MODIFICATIONS CAN BE MADE. O � i � � N � � 20. AFTER CONSTRUCTION IS COMPLETE, REPAIR SURFACE DISTURBANCE TO A CONDITION EQUAL Q �� i � TO OR BETTER THAN EXISTING, AS DETERMINED BY THE OWNER'S REPRESENTATIVE. V M i � � o � � � U 21 . THICKNESS OF INSULATION TO BE USED IN ERWSD "CULVERT CROSSING INSULATION DETAIL" `�' � � � � w I TO BE 3 INCHES (MIN.). � � � - - = I 22. PROPOSED WATER MAIN SHALL NOT BE CONNECTED TO EXISTING GATE VALVE AT EAST LIMITS. � � �� � SET PROPOSED PIPE LEVEL AND ALIGNED WITH, BUT APPROXIMATELY 6 INCHES o (HORIZONTALLY) AWAY FROM GATE VALVE IN LOCATION WHICH WILL EASILY PERMIT FUTURE U W I CONNECTION TO GATE VALVE. PROVIDE SLEEVE ON PROPOSED PIPE FOR FUTURE CONNECTION. W � 23. AFTER TESTING OF NEW WATER MAIN SECTION, TEMPORARILY REMOVE PLUG, DECHLORINATE . AND DRAIN THE NEW SECTION OF PIPE, AND REPLACE THE PLUG. W 24. PROVIDE 3" WIDE BY 48" TALL BY 10FT LONG VERTICAL INSULATION BOARD BETWEEN z SANITARY MANHOLES AND WATER MAIN WHEN HORIZONTAL SEPARATION IS LESS THAN 10FT. � ALSO CENTER 20E-f SEGMENT OF WATER PIPE AT MANHOLE. THEREFORE, NO WATER MAIN = JOINT SHOULD BE CLOSER THAN 10 FEET FROM THE CENTER OF ANY MANHOLE. RAW WATER LINE U STA.=12+75.79 � 8190 ELEV-8190.8f � 81 g� 25. REPLACED ASPHALT PAVING SECTION TO BE 4" HOT-MIX ASPHALT (PG 58-28) ON 6" CLASS 6 AGGREGATE BASE COURSE. ELECTRIC LINE STA.=12+74.11 BASIS OF BEARING AND BENCHMARK: ELEV=8190.8t I °- 1 . BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS FOUND IN PLACE MARKING THE I ��UEDFOR: � I EASTERLY BOUNDARY OF "THE WREN", BEING S00°32'20"W. No. DATE CoMMEr�T z I � � 10/15/13 ISSUE FOR CONSTRUCTION � 2. BENCHMARK: HARN CONTROL POINT "SPRADDLE", ELEVATION = 8287.82' (NAVD 88). � SEWER SERVICE LINE ;r� 3. EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY STA.=13+36.71 � ELEV-8188.8f COMPLETED BY GORE RANGE SURVEYING, LLC. o� Received z� � c� B L nne Cam bel/at 8:22 am, Nov 14, 2013 m� � ���� �� ��j�. Y Y p ' + o0 �r� .- � � II II � � � "a � �',� � - � � �; � � - N `u / ' � l.C) .�� � + / � / � � � � a,+ Q\P U I I V'�- � � � � ' �g,6��-F � i � � � Q � 0o c~i� _ �1- - - - -W � 8185 _ �_ _ - - - - , � 8185 �PUN - � � �W _ W_ _ - - - � 36.50LF 8" DIP 10 5 0 10 20 SCALE: 1 "=10' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET � I � 1, - I WATER PLAN � ��� ��� ��io+�. A N D P RO F I L E TILIT`f I�lC_�TI�IC:ATlL7N �','�II �7�0� LI�1 CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR PROIECTNo. ORIGINDATE MARKING OF UNDERGROUND MEMBER UTILITIES 20132266.00 07/Ol/13 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY pRqyv�By CHKBY T2vBv LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHEETNo. 8180 8180 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 13+50 13+00 sCA�e: 1 "=10' SANITARY SEWER NOTES: 1 . ALL UTILITY CONSTRUCTION SHALL BE LIMITED TO THE EXTENTS OF EXISTING ASPHALT PAVING. UNDER NO CIRCUMSTANCE SHALL UNDERMINING OF IMPROVEMENTS OUTSIDE THE ASPHALT LIMITS OCCUR. r 2. SHORE AND PROTECT ALL EXISTING UTILITIES AS REQUIRED TO FACILITATE CONSTRUCTION. p N � � � 3. ALL SEWER PIPE WITHIN BETTY FORD WAY AND AT THE PLAYGROUND RESTROOM WATER z � U � SERVICE CROSSING SHALL BE AWWA C900. ASTM D-3034 SDR 35 CAN BE USED WITHIN - W r � ��� ��;� � ' � �� �� �, `� � � "� ,� ��� �� /�� A�'� � TURF AREA NORTH OF WEST BETTY FORD WAY. � W � pp \ � � > � � \ � � � � � Z 2 �� Q �-- � ��� �� � � i � � � � �,� � � � �� �/ �� � � \ �� 4. ALL ITEMS NOT DENOTED AS "TO BE RELOCATED" OR "TO BE REMOVED" ARE TO REMAIN AND Q � � � � `� %�'�, i I \ ' .I , � \ ` � _,, BE PROTECTED. � Z � Q � � , . �' � � ,p I �� I \ � \\ ', -- / � -- - - - - -`��'-- - �� \ � 5. ALL MATERIALS AND CONSTRUCTION SHALL BE �N ACCORDANCE W�TH THE TOWN OF VAIL, � W w � � � � , � � � � � V � � O � \ � �� � � I � � , � � `, , EAGLE RIVER WATER & SANITATION DISTRICT (ERWSD), AND COLORADO DEPARTMENT OF �, p ' �� � �\, � / � V� � � �� � TRANSPORTATION (CDOT) ENGINEERING STANDARDS, MATERIAL SPECIFICATIONS, AND DRAWINGS Z Z U] U � � SSMH-4 (4' D . =��=�- ��R�, � ,,� � �� ���� � � � � � �� � �� � (LATEST REVISIONS). ALL SANITARY SEWER CONSTRUCTION SHALL BE APPROVED AND - � Z - • ' STA.:12+6 � � � � // � � � v INSPECTED BY A TOWN OF VAIL REPRESENTATIVE. �- � � � _ ;, � - � N:1659 9.15 � �� � � � ��� �� �� � �, ; � � Q 0 N l� . � J`� 205.71 � �� �6^�r � - -_- � ., �` o \ .- 6. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SEWER � � � � � � \ Q •. .� �1 / � � � , � �--�0 � POINTS OF CONNECTION. NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO CONSTRUCTION OF Q Z Ul 3 O X � � � ANY PROPOSED SEWER. � N � L� Q ���.G� - \\ � �� , � �� ° � � � _ \ ��. � � � / N W 0� L�. �i � ,, � / I � � '�G� ��� � ( I � �� O - \�� 7. ALL SANITARY SEWER PIPE TESTING SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF , �P�� o� \ I � \ \� ,s` VAIL AND EAGLE RIVER WATER AND SANITATION DISTRICT STANDARDS AND SPECIFICATIONS ��'c� W � � \- S' LATEST REVISIONS . �� � �� � � � � - - - - - - - _ � ��S � � e . � BETTY FORD � ' � � � 6" PV'r' � � 8. ALL SANITARY SEWER MAIN CONSTRUCTION SHALL BE DONE BY A CONTRACTOR LICENSED BY G � �� \_ SSMH-3 4' DIA. � �- 13 -77Y FORD ALPINE _ _ /� o �� � I � �� �L P/NE G%RDENS � \ �8" P�•84�F 3 � � �' STA.:1 1 +79.99 � � � � G,4RDENS SOUTH ENTR �/ �__�� �� S,4/CI�T�IR>' ,SS� �� THE TOWN OF VAIL. THE ENGINEER AND OWNER DISTRICT SNALL BE NOTIFIED [48] HOURS z \ �2 c �. 1 __ , 9 � N:1 659484.30 ' - - � `� �E����� � � � IN ADVANCE OF ANY PLANNED CONSTRUCTION. \ �. -��•Sp � 2 �� PROTECT ELECTRIC LINE � � �- 8�98- �- g� E:2757283.55 1 � - ( ' ) � 6" C900 PI/C 9. NOT USED. w � '�� �- b � WEST BE � �' _ -�_ C� �, /(� � � � �, i THAT IS PARALLEL TO SSMH-1 4 DIA. b ,' �\ F��RD wAY � \ � � PROPOSED SEWER (TYP) _ - STA.:10+53.25 w � 'SS S�NITARY SEWE,R � , � � � � � � � _ _ CCIVTR,�� ��3ETTY FURD N:1659455.81 ���� ,R� 10. DISTANCES FOR SANITARY SEWER ARE THE HORIZONTAL DISTANCES FROM CENTER OF � x � ��� � � - WAY ��ZA -E:2757406.76 � � � \ \ � 2 �0 � � 8" DIP WATER MAIN „ „ � � MANHOLE TO CENTER OF MANHOLE. THEREFORE, DISTANCES SHOWN ON PLANS ARE x �� �� R�' � � �E �� w - (RE: SHEET W � � � HOF�E TOWIV OF- � , � � ' �g� � � APPROXIMATE AND COULD VARY DUE TO VERTICAL ALIGNMENT AND MANHOLE WIDTHS. � X � � � � I �� O O � � � � � �,y � W �� � �AIL R,�W W%TER M%lN � � � , g � � � �� � � ,R� � � � � ' ' ' , R� EX. SSMH - U' 1 1 . MANHOLES BARRELS AND CONES SHALL BE CONSTRUCTED OF PRECAST CONCRETE CAST- � � 2 ; --�--- W SECON0,4RY E�ECTi�IC � ' IN-PLACE MANHOLES SHALL NOT BE ALLOWED. � , , ,, � 46,3 W '� 5�F � STA.:10+00 �g2� I � � 4LF SERI/lCE FOR SITE UGHTS 53• % ` ' �� y �� � , � � �- � -g„ PVC _ 8�9� vG 0 5� , , -t�v�+ �,�N:1659461 .86f�/- � � _ -- - -�_ - - - - - _ _ �•50� _ � � „ � - - - - - - - - - � - - - , � - -- - - -�� �:��'�� \ � �l �R� % � �- - � _ _ 80.40LF E_ - - �- 1��� - - �a" P_ - , _ r � � �E.2757459.67�g,Z�� 12. PRECAST MANHOLES AND RISERS SHALL BE MANUFACTURED IN CONFORMITY WITH ASTM � ,, ' t " ���-- - - - - \\ oa _ _ - 8 PVC 0.50�_ - _- - E E- - - - - - - - - - �" - _ - `` �� ; DESIGNATION C-478. ALL CONES SHALL BE [ECCENTRIC], EXCEPT FOR MANHOLE DEPTHS ve , , - - _ �_ � I� �� o R �i� _ � �� _ �� � � �� TREE TO BE �� � � - - -�� - - - _ _ �� � �1 1 +00_ _ �, �� �� - � _���-- ��� " � ' � � � � �� SIX FEET (6') OR LESS WHEN A FLAT TOP SECTION SHALL BE USED. � ` \� \ � PROTECTED TYP l �SAL�'�V� - --- -R W � - - -- -R V`� - - �N ' - � `� � ,. � � � � R1/� - - - - -RI/� - - _ - - - P _- g19� '� � � � ., `9 l/AGE COMPONENTS - - -R I� - - - � _ � � � \ � � ' RV� ' � i ' 13. THE FLEXIBLE PLASTIC JOINT SEALING COMPOUND SHALL BE "RAMNEK" RUBBERNECK OR � � � � / RV'� - -� - - �V'� - - � -�Vt� - - - ,� i V � � � w � -�� � AND RECOAISTRUCT r � � �� � � �� �� �� �� � � STAIRS AFTER SEWER ��--' �; °�'�� � � - - � SUPPORT AIVD PROTEE`T� RAW -�- ���� � � � ��� I I � APPROVED EQUAL. , ,� �V �� �� ����� �� I`� CO�VSTRUCTIO�V � � �`� g1°�� � � � �� � °�;� ;.� _ _ _ __ __ , . ��;� W,4TER SYSTEM THROUGHOUT ���� � " 14 � � �. � - -�: ' � � j . R M ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL SF.At. � \ � � . ����� � `�` ,� � -" � � COIVSTRUCTlOIV (7YP) �� �� �, � \ / � �� �� �� � � � SUPPORTED DURIIVG SElyvER �� `�� � � ,, � �� /��� � � � � ELEVATIONS. PIPELINE CONTRACTOR SHALL USE PRECAST CONCRETE ADJUSTMENT RINGS TO �, � � � SITE LIGHT TO BE � ��� 1 � � � �� � � ������ �� - �-� � � � � -�� � � � �� � � � ����� - � � _ �0 �� /� `�;;�/ � , � ADJUST THE MANHOLE FRAME TO THE REQUIRED FINAL GRADE, SUCH THAT THERE IS NO p REG/ � � \� -, CONSTRUCTION. FL O FlL L � / > � ' -" ' ' T � �� �� �� �� ~�� UNDERMINED f?EAS y � � SSMH-2 (4 DIA.) __ ---- � �' g� ,� /� MORE THAN EIGHTEEN INCHES (18") FROM FINISHED GRADE TO THE TOP OF THE CONE � '�''•• �F� � � � � STA.:1 1 +33.65 ELECTRIC MANHOLE TO BE �/ � � SECTION. THE RIM SHALL BE LEFT 1/8-INCH TO 1/4-INCH BELOW FINISHED ASPHALT. � �<" ��\ ��\ \\ ��\ �\� ��\ BENEATH STR CTURE. � / N:1 659469.97 SUPPORTED DURING SEWER / � \� / J;'� � � ' �� � �� � � -� �� � i I � E:2757327.62 � CONSTRUCTION. FLOWFILL __ � '�� I � 15. ALL SEWER PIPES SHALL BE INSTALLED WITH BEDDING PER TOWN OF VAIL STANDARDS. r. o, 2oi3 ; �� ��� ��- �\ ��� ��� V �� � '\ � � �� �'/ �� UIVDERMIIVED AREAS � / � � : : ��\ � ��\ � � �� \ � �� OL D SC�OOL HOUSE � STONE PLANTER TO BE REMO l/ED J � � � � � ,; BENEATH STRUCTURE. ��� \ � '/ 16. ALL JOINTS BETWEEN BARREL SECTIONS SHALL BE GROUTED INSIDE AND OUTSIDE WITH A •�'••.....••'� � �\ � � �-�\ � � \ � � AND REPLACED TO FACILITATE SEWER � I S'S� �' \� � NON-SHRINK GROUT PRIOR TO BACKFILLING. q'VAL � � � � \ � �� CONSTRUCTION. SAL l/.4GE ORY STACK � �` � \ \ � ��� �� ��__ � � �� � �� / V � � �� �� ��\ ��\ \� \ �� � \ �s ?� �\ l/ / ROCK, SOIL AND PLANT MATERl,4L � / /� ���\ � � 17. NO BACKFILL MATERIAL SHALL BE PLACED ABOVE THE SPRINGLINE OF THE PIPE UNTIL A �\ �\ �\ �\ � � �� � �\ \\\ �\\\ � FOR RECONSTRUCTION. � , �l��"�`' /j� � � � �/� f---- -� TOWN OF VAIL REPRESENTATIVE HAS AUTHORIZED BACKFILLING. IT SHALL BE THE DUTY OF � �-_ � � � �. ��� � , _-� ����r��_ ,� � � � f/ / �' THE CONTRACTOR TO NOTIFY THE TOWN OF VAIL FORTY EIGHT 48 HOURS IN ADVANCE OF � �,,. � �� � � \ \ \ \ - -_� `.. \ =' "� �� ' ✓ �� / � � "� ��/ " J / ' ' '� PROPOSED BACKFILL OPERATIONS SO A TOWN OF VAIL REPRESENTATIVE MAY INSPECT THE PIPE AND THE BEDDING PRIOR TO BACKFILLING. 18. THE CONNECTION OF A NEW SANITARY SEWER LINE TO AN EXISTING MANHOLE MAY REQUIRE CHANGES IN ELEVATIONS OR MODIFICATION TO EXISTING STRUCTURE. USE OF A PRE-CAST Reviewed for Code Compliance CONCRETE STRUCTURE OR MANHOLE RECONSTRUCTION IS AT THE DISCRETION OF THE TOWN Code: 2012 International Building Code (IBC) OF VAIL. f(��1� (]� �f��� "` 19. CONTRACTOR SHALL IMMEDIATELY REMOVE DEBRIS DEPOSITED INTO PUBLIC MANHOLES AND OTHER PUBLIC STRUCTURES TO E�IMINATE THE POSSIB�LITY OF PROPERTY DAMAGE DUE TO � THE DEBRIS CAUSING BACKUP INTO PRIVATE PROPERTIES. IF IT IS DETERMINED THAT DEBRIS 8200 SANITARY 8200 CAUSED A BACKUP, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGES. 20. NO TREES SHALL BE PLANTED WITHIN ANY SEWER EASEMENT OR WITHIN TEN [10] FEET OF ,� SCALES: ANY PUBLIC MANHOLES, OR PIPES. � HORZ. 1 "=10' � � � VERT. 1 "=1 ' 21 . ALL ON-SITE PROPOSED AND EXISTING SANITARY SEWER SERVICE LINES ARE PRIVATE UNLESS �o c�o o, � c°o OTHERWISE NOTED. � 0 00 c� � � �C °• cv o0 00 °O 00 22. AFTER CONSTRUCTION IS COMPLETE, REPAIR SURFACE DISTURBANCE TO A CONDITION EQUAL °2f N =+ ��°�° °�° °�° TO OR BETTER THAN EXISTING, AS DETERMINED BY THE OWNER'S REPRESENTATIVE. � � °'��wz � Q � �'• c� lol °O � z z z 23. EXISTING PLAYGROUND RESTROOM SEWER SERVICE TO BE CONNECTED TO NEW SEWER � J �j o � � � I I o - - - S Y S T E M A N D E X I S T I N G 8-I N C H S E W E R M A I N S H A L L B E A B A N D O N E D T H E R E A F T E R. F U R T H E R O �, v� � °�° � 11� � z z z z DESIGN INFORMATION TO BE PROVIDED FOR THIS TO BE COMPLETED IN SPRING 2014. V '��,,�° I � � � �, N i ° ��� _ _ - BASIS OF BEARING AND BENCHMARK: J � I � o � o •- .-. � cv = I I �� p z - � � Q °O 00 Q � °0• � � � > > � � � 1 . BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS FOUND IN PLACE MARKING THE > '� o � � � o � � � I � M � � � � � z z � � EASTERLY BOUNDARY OF "THE WREN", BEING S00°32'20"W. � �� � � � � � � o �� �^^ � � � �� � � � ± � w � N ± �w!! / 2. BENCHMARK: HARN CONTROL PO�NT "SPRADDLE", ELEVATION = 8287.82' (NAVD 88). U � i- z �- � EXISTIIVG GR%DE ,�LOIVG = II °�° o z = II °�° o z CENTER�INE �� PIPE� � � � 3. EXISTING TOPOGRAPHY SHOWN WAS TAKEN FROM THE DESIGN SURVEY � c�n � � > > c�i� a � > > � C O M P L E T E D B Y G O R E R A N G E S U R V E Y I N G, L L C. U NN � z z � � � z z � � - � � � � W � - -, � - - - - � � � \ � � _ _ � _ � � � � i 8195 W _ , 8195 � � � I • • � ELECTRIC LINE w / i � STA.=10+40.75 Iz ' � ELEV=8194.Ot J � Received ISSUED FOR: I = / No. DATE COMMENT � / � � �r��N �� ����� By Lynne Campbell at 8:22 am, Nov 14, 2013 � � 10/15/13 ISSUE FOR CONSTRUCTION Q � ELECTRIC LINE TO � � � PARALLEL SEWER LINE ELEV=8192.5t � � I I � ELECTRIC LINE � I RAW WATER LINE � STA.=12+19.17 STA.=12+14.81 8�90 ELEV=8190.8f ELEV=8190.8t 8� 90 � STA.:12+25 �COMMENCE INSULATION PER �PUN ERWSD STANDARD DETAILS - - - -�S - -S$ - -��- - _�S- - -�S - -5�- - -�5 - - 10 5 0 10 20 - � -� - -S� - �� _ ALL DIMENSIONS SHOW�N ARE UOS. SURVEY FEET - - - -�- - - __SS - - �s- - - - - -5� - -S$- _ � � 89.84LF - � - - -�- - - -$�- - - -5�- -�5- � 8" PVC � 0.50� - �� - - - - _ - -S-S _ � _ I � - - - -�� -- - - - �S- -� _ � � �.: 46.34LF 8" PVC � 0.50� � - - - - -- - - -�� - �-- I �S - �� - - �- - - - - - -��- - SAN ITARY 80.40LF 8" PVC C� 0.50� �� - - -�- - - � - � � - 53.�F 8»- -�- _ - ��- - - �- ��� ��� �e�o+�r. P LA N A N D PVC C� 0.50% TILIT`f I�lC�TI�IC:ATlC7N �j�II ��!Q� u�I PROFILE CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR PROIECTNo. ORIGINDATE MARKING OF UNDERGROUND MEMBER UTILITIES 20132266.00 07/Ol/13 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY pRqyv�By CHKBY T2vBv LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, 8185 8185 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES SHEETNo. 12+00 1 1 +50 1 1 +00 10+50 10+00 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. sCA�e: 1 "=10' Reviewed for Code Compliance �- : Code: 2012 International Building Code (IBC) � � N C� r�aw� �F v,��z =; _ W � �o �� / r � PLA YGROUND / % �/ � � � Z Z � RESTROOMS 1 / � / � - _ _E- - - � � � � O SEE NOTE 23 '1 / _ � � � 8 g5 � _E- - - � Z � � O � % � - - - -E -- W w 0 L� �0 �� � / ,� � _ - - - -E � = 8�94 = � U' � J O l0 � / / � TURF ,�RE,� - - E - -- _- s Z �' � O N , _ � � '- _ - - - - - _- - ------- --_- =- _ U] E Z U t0 0� � �- - - - -- � � � , ; _ _ � _ _ - ---- ��� � ; ABA�VDO�V SEGMEIV T OF EXISTI�VG 6" P l/C ��- � -819 4 - � - � - -----�---- -�------- _-E- - � �� - J ? uI t0 O � / SANITARY SEWER BY PL UGGING EACH END � , _ _ _E_ - - � � � Q 0 N l� t� �� r� (AT MAIVHOLES) WITH 2' OF COIVCRETE. � _ - ' _E_ - - - � ��1 Received � � � � p� p� ,r' � � ; _ _E- - - � � � y Q Z �fl O � " - -E- - , � � B L nne Cam bell at 8:22 am, Nov 14, 2013 3 . �� ,? � � - -E- - - � � ��UVN OF UA�� � Y Y P o N o L� x , � � ; ,/ , ,, E_ _ _ ,�� � U Nwrn � � � � _ —E- - - - -E � � � \ � � � � �� SECONDARY ELECTRIC LINE � � � -E- - TURF %RE% � j �� U,`� �� j -E- - - - -E- - � �� __--- 8�9`�� � FOR ALL SANITARY SEWER � � � '� � I —E— — — — —E— _ _ _ — — —E � � �—"� NOTES BASIS OF BEARING AND _ � -- , � �,?� ,� � REPLACE FINISHED GRADES OF TURF AREA TO MATCH EXISTING. ALL ���-- �� � BENCHMARK, SEE SHEET C3. � ��� � DISTURBED AREA TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER -' � ,,,� - � � � I ; - � THAN EXISTING, AS DETERMINED BY OWNER'S REPRESENTATIVE (TYP). 8�g3 " , ,c�� � � U , � � I w i' � � � ' � - _ � � � SSMH-4 (4' DIA.) � � / ��� �`� �� � 6 � � - � - -o-�� STA.:12+69.83 � �� � �� � ' � 15��� , 14+00 224.38LF - �������� ' � N:1659529.15, - . � � x i i�r . _ r.��G '�flci �� � i� , � w SSMH-5 (4 DIA.) „ ��� � x �� � � �, g �� �� � STA.:14+94.21 8 PVC 0.50� __ _-_" R� a- � �13+00 �,� `'� � �' � e � � N:1 659743.12 , � � . . � � i'� a� � 50 31���2% � � � E:2757138.16 _ -- _ R� � � U 9 � PvG 0• � � - � / � wl� _ _ RV� _. � ' � a �'� R� - - - Z W � ��� � - - -RW- - � J W �, � � TREE TO BE PROTECTED TYP R� _ - ,, _ _ � � - -RVd - - , U (n � � - R� _ � EX. SSMH � � �\ _ - -R� - � , __- � Q W STA.:15+44.52 \ � � _ _R� - - » _- - - -� � � W � � � _ - 2 Pl/C TOWN OF l/AlL RAW W.4 TER MAIN (n N:1659784.04f � � , � % _R�{ - �%�� � 10 5 0 10 20 E:2757108.88f � � � � � � � � %�, � _ - � �I / ��� SCALE: 1 "=1 0 �� � � R� _ R� TURF ARE�=1 � , �g2' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET S� � � 8 � - _ - - _ - —_ � , _ - � - -R� �\ - -_ - - -- W " � � � p REG/ � REMO l/E AND REPLACE COL ORED CONCRETE AS �Y _ _-- W .„ _ " � � � � / ` ; � �• � �� •TF�� � REQUIRED FOR SEWER CONSTRUCTION. SAWCUT - __- � � � � � .. _.-- , � ` ALONG EXISTING JOINTS. REPLACEMENT PA�ING W W -�-`- � ^��9 _ � r. o, 2oi3� _ TO MA TCH EXISTING COL ORS, DEPTHS, � z� EL El/,4 Tl0/VS, SL OPES AND ✓0/NT PA TTERNS. \ � � \ I I�I/EST BETTY FORD W,�Y W � - _ � F�'�.....•��,� TYPE K CU WA TER - � W \ � - - � � ��� �NAL �`"- SERI/lCE LINE \ ��+���� ��I��� l � W ,> , � TiuT� rvr�Tiric�rRr��v I��II �1�i �1� U�1 - � W FUTURE 8 DIP WATER MAIN � W CALL 811 2-BUSINESS DAYS IN ADVANCE I �� W � BEFORE YOU DIG, GRADE OR EXCAVATE FOR / j MARKING OF UNDERGROUND MEMBER UTILITIES - � � MART�N/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY � - � � � LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, � THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. 820o SAN ITARY 8200 � � SCALES: � � HORZ. 1 "=10' � � VERT. 1 "=1 ' o � � � � � � � J � N O �� I V � � ° o � � � o � � � N � � � � .a0 I � � � �w� � � I I ��r ��� U � � z �`— oo � " cn �� �� � z ^ � � x� � > > Q a, a, � w cn � z z o � oo � U � � � d:rn `�� � W .-. �n � �� z 2 = II �� pz � � Q � » 8195 - - � � � � z z W 8195 � � � �_ � � � � --EXISTIIVG GR,�DE ALOIVG � � o ELECTRIC LINE '� � � I CEIVTERLIIVE OF P/PE � STA.=15+00.55 - - _ � o � 00 � W I ELEV=8191 .8f � � � � � � °O z ISSUED FOR: ELECTRIC LINE � � � � �'+ N� °�° = I STA.=15+06.74 No. DATE COMMENT ELEV-8191 .8f — � � N °'�z U � 10/15/13 ISSUEFORCONSTRUCTION _ � — � � — oo � `-' — — II �� pz Q � Q � > > � cn � _ � — — — — — — ._ cn cn � z z RAW WATER LINE — — — _ _ _ � i � , STA.=15+17.76 — — _ ELEV=8191 .8t — — — _. i � � — — — — / INSULATION PER ERWSD STANDARD DETAILS (TYP) RAW WATER LINE ���i� ,� STA.=13+28.97 ELEV=8190.7t I - ��-���—��,�_�_— _ I _ __ __ I N S U LATI O N P E R E RWS D I -5�- f STANDARD DETAILS (TYP) - - - - -SS-- __S� - - -�S - -S�- _ SS-- -� - -� - ��- - � 8190 819 0 � ��� - -S�S - -s� - -SS- , 50.31 LF 8„ PVC p ��_$� _ — - -- �, - � - � - -5� - � — — �$-- — — —�— — — ---5� — — ��` — — —SS — —$� — -��- — �S__ -- I�Y PLAN - � �- - - �g - - - �S- - — �- - - -� - - - �� — — _ _ � — �� - -�5 — �S- - 224.38LF � -- �— — — � __ _ �� — - -� - -- 8" PVC � 0.50� — � - - -�- - - -� — — �� - - - - �S �- - _ �g - - - �� - WATER SERVICE LINE � - STA.=15+35.66 -- - 3� -- - - ELEV=8187.9f I � SANITARY � PLAN AND PROFILE PROJECT No. ORIGIN DATE 20132266.00 07/Ol/13 DRAWN BY CHK BY TRV BY 8185 8185 sHEET No. 15+50 15+00 14+50 14+00 13+50 13+00 � sCA�e: 1 "=10' U O N N � � Z � ^ ^ z o 0 W� o � � Reviewed for Code Compliance � Z O0 oM Code: 2012 International Building Code (IBC) Q Z � � o`O, � T O W I� O F v A I L ;- V g � ` � � ' �° �° � t/') � d �� �- Q � o "-c°� NOVERMBER 13 2013 � � � � � � � -� M � � _ � mo � Q Z V � �r, Z V � Q eMVCn � V � W Z � QWa GENERAL NOTES SITE SPECIFIC NOTES GEOTECHNICAL NOTES CIVIL SHEET INDEX o N W Q � � � � 1. THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTILITY SERVICES MAY EXIST. PRIOR 1. ALL RECOMMENDATIONS CONTAINED WITHIN THE SUBSURFACE EXPLORATION PROGRAM AND M ao � �,r� ^ TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY 1. THE EXISTING SEWER IS MAINTAINED BY TOV. A NEW SEWER SYSTEM WAS INSTALLED LAST YEAR, GEOTECHNICAL RECOMMNEDATIONS, FORD AMPHITHEATER IMPROVEMENTS, JOB No. 11-6029, C IV I L COVE R S H E ET CO� . � `� p � M ^ COMPANIES FOR LINE LOCATION. HE SHALL THEN LOCATE ALL UTILITIES (INCLUDING DEPTH). ANY WHERE THE NEW FRONTAGE RD/ENTRY AREA RESTROOM, TENNIS CENTER, AND NEW FORD AMPH DECEMBER 20, 2011 BY GROUND ENGINEERING SHALL BE FOLLOWED. � � � N � CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE EAST SIDE RESTROOMS ARE ROUTED ALONG EAST BETTY FORD WAY. THE EXIST SEWER LINE UNDER � v: `O � � � ENGINEER SO THAT MINOR LINE OR GRADE CHANGES CAN BE MADE TO ELIMINATE ANY CONFLICTS THE NEW TENT PICKS UP THE NEW BASEBALL/SOCCER FIELD RESTROOMS, NEW PLAYGROUND 2. SEPARATE SPECIAL INSPECTIONS, INCLUDING REPORTS ARE REQUIRED BY THE SOILS ENGINEER FOR EXISTI NG CON D ITI ONS MAP COZ. � �j V � O O WITH THESE EXISTING UTILITIES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE RESTROOMS, AND THE REMAINING FORD AMPHITHEATER RESTROOMS AND CONCESSIONS. ITEMS SUCH AS TRENCHING OF PIPING. THE SOILS REPORT STATES UNDER PROJECT EARTHWORK: pp .� � � CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE 2.1. EXISTING FILL SOILS: A GEOTECHNICAL ENGINEER SHOULD BE RETAINED SURING SITE Y O � OWNER. 2. THE SEWER LINES WEST OF THE MANHOLE UNDER THE TENT WERE TELEVISED, AND REPAIRED, BUT EXCAVATIONS TO OBSERVE THE EXCAVATED MATERIALS AND PROVIDE RECOMMENDATIONS FOR = � Q � P O S S I B L Y N O T B E T W E E N T H E M H A N D L I F T S T A T I O N. I T I S A N 8" P V C L I N E, A N D A P P E A R S T O B E V E R Y �T S S��T A B���T Y F o R R E-�S E. P R O P O S E D G R A D I N G P L A N C O 3. � n V � 2. CONTRACTOR SHALL OBTAIN AT HIS EXPENSE ALL PERMITS AND INSPECTIONS WHICH ARE NECESSARY FLAT, AND ABOUT 10 FEET DEEP. 2.2. USE OF EXISTING NATIVE SOILS: A GEOTECHNICAL ENGINEER SHOULD BE CONSULTED REGARDING � � n N TO PERFORM THE PROPOSED WORK. APPROPRIATE RECOMMNEDATIONS FOR USAGE OF SUCH MATERIALS ON A CASE BY CASE BASIS, P R O P O S E D S T O R M S E W E R P L A N C O 4. � � � o 3. M A R T I N A N D M A R T I N I S S T U D Y I N G T H E N E E D A N D V A R I O U S R O U T E S T O R E L O C A T E T H E S E W E R L I N E, WHEN SU CH MATERIAL S HAVE BEEN IDENTIFIED DURIN G EARTHW ORK. m o � V � 3. OBSERVATION OF THE WORK IN PROGRESS AND ON-SITE VISITS ARE NOT TO BE CONSTRUED AS A WHERE IT WOULDN'T DISTURB BETTY FORD GARDENS, AND BE OUT FROM UNDER THE TENT. THIS 2.3. IMPORTED FILL MATERIALS: IF NECESSARY TO IMPORT MATERIAL TO THE SITE, SAMPLES SHOULD � oo �' � GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S CONTRACTUAL WORK IS TO BID AS AN ALTERNATE. A SEPARATE BUILDING PERMIT IS REQUIRED FOR THE SEWER LINE BE APPROVED PRIOR TO TRANSPORT TO THE SITE. W O Z RESPONSIBILITIES. RELOCATION WORK. 2.4. NO FILL MATERIALS SHOULD BE PLACED, WORKED OR ROLLED WHILE THEY ARE FROZEN, PROPOSED UTI LITY PLAN COS. � � O � w Z THAWING, OR DURING POOR WEATHER CONDITIONS. Z 0 4. COMPACTION TESTING SHALL BE DONE BY THE OWNER FROM TIME TO TIME AT INTERVALS DEEMED 4. THE FOUNDATIONS FOR THE TENT AREA (MASTS, GUY WIRES, COLUMNS)ARE TO BE MICROPILES (NOT 2.5. REFER TO SOILS REPORT FOR ADDITIONAL REQUIREMENTS. V Q Q APPROPRIATE BYTHE OWNER. BIG GRAVITY CONVENTIONAL CONCRETE FOOTINGS) P R O P O S E D S E D I M E N T C O N T R O L P L A N C O 6. � Z � W 3. DURING UTILITY INSTALLATION ALL UNSUITABLE MATERIALS SHOULD BE EXCAVATED AND REPLACED W 5. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR 5. PER RA NELSON, WATER AND ELECTRIC SERVICE TO THE NEW BEVERAGE SERVICE AREA CAN BE WITH PROPERLY COMPACTED FILL. � Z � Z S A F E T Y I N, O N, O R A B O U T T H E P R O J E C T S I T E, N O R F O R C O M P L I A N C E B Y T H E A P P R O P R I A T E P A R T Y P R O V I D E D I N T E R N A L L Y F R O M T H E E X I S T I N G B U I L D I N G. R E F E R T O A R C H I T E C T U R A L A N D M E P P L A N S � � � O WITH ANY REGULATIONS RELATING THERETO. FOR NEW ELECTRIC AND WATER SERVICES TO THE NEW BEVERAGE AREA. 4. CONTRACTOR TO REFER TO THE TRENCH BACKFILLING SECTION FOR RECOMMENDATIONS REGARDING P R O P O S E D C O N S T R U C T I O N D E T A I L S C O 7. � - C O 7.3 V Q N � UTILITY INSTALLATION. IN AREAS WITH LOW TOLERANCE FOR SETTLEMENT IT IS RECOMMENDED THAT 6. COORDINATE ALL WORK WITH THE TOWN OF VAIL AND THE VAIL VALLEY FOUNDATION. 6. THERE WILL BE A NEW FLOOR OR SINK DRAIN THAT COULD CONNECT OUT THE EAST SIDE OF THE THE ENTIRE TRENCH BE BACKFILLED WITH CONTROLLED LOW STRENGTH MATERIAL (FLOWABLE FILL). Q BUILDING TO THE EXISTING SEWER LINE. IF FLOWABLE FILL IS USED, MEASURES SHOULD BE TAKEN TO AVOID FLOATING THE PIPE AND TO AUTOTU RN EXH I B IT CO(�. � �- 7. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS AND MAINTAIN CORRECT PIPE ALIGNMENT. ��Q�•�'�G;;�'� APPURTENANCES DURING CONSTRUCTION NECESSARY TO PROTECT EXISTING ROADS AND PROPERTY 7. EXISTING UTILITIES SHOWN ON THIS PLAN ARE A COMBINATION OF FIELD SURVEYED AND 2012 �'�•�,�1'�• P'�('�F'��Q '� AND INSTALL AND MAINTAIN EROSION CONTROL. INSTALLED. AN UPDATED SURVEY IS BEING PREPARED TO ACCURATELY REFLECT TODAY'S FIELD 5. NO ROCKS LARGER THAN 6° SHOULD BE USED IN BACKFILL. �� � � `� CONDITIONS. � 8. WORK HOURS AS REQUIRED BY THE OWNER. 6. C O N T R A C T O R T O A D H E R E T O A L L R E C O M M E N D A T I O N S I N T H E P I P E B E D D I N G S E C T I O N O F T H E ��r = 8. COMCAST HAS RUN NEW CONDUIT ACROSS THE GORE CREEK BRIDGE. NEW CONDUIT SHOULD BE REPORT. •�'�. 9. ALPINE ENGINEERING, INC., ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES PROVIDED TO EXTEND ACROSS BETTY FORD WAY AND TO THE BUILDING NEAR THE TICKET OFFICE. ���� SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM LATEST AVAILABLE INFORMATION. IT IS THE PROVIDE SAME TYPE AND NUMBER OF CONDUITS AS ALREADY INSTALLED. COORDINATE BUILDING 7. ANY PIPE MATERIAL INSTALLED THAT IS SUBJECT TO CORROSION SHALL HAVE POLYETHYLENE 'C- ��' �, � CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO THE ENTRY POINT WITH VAIL VALLEY FOUNDATION. ENCASEMENT. pJ�� COMMENCEMENT OF ANY CONSTRUCTION. `�? 9. COORDINATE WITH OWNER IF WIFI ANTENNA LOCATIONS ARE DESIRED AND IF CONDUIT NEEDS TO BE 8. THE CONTRACTOR SHALL TAKE THE RECOMMENDED MEASURES OUTLINED IN THE REPORT IN ORDER 10. EXISTING GRADES: CONTOURS AND SPOT ELEVATIONS ARE SHOWN ARE FROM FIELD TOPOGRAPHY RUN TO THE ANTENNA LOCATIONS. TO REDUCE SETTLEMENT OF EXTERIOR FLATWORK. PROVIDED BY GORE RANGE SURVEYING. WORK DONE WITH THE NEW CONSTRUCTION OF EAST BETTY FORD WAY IN 2012 ARE NOT YET REFLECTED ON THESE PLANS. SURVEY IS UNDERWAY. 10. LIGHTING ALONG BETTY FORD WAY: PROVIDE CONDUITS AS NEEDED. 9. IN ADDITION TO THE GEOTECHNICAL INSPECTIONS OUTLINED IN THE REPORT, THE CONTRACTOR SHALL HAVE THE PROJECT GEOTECHNICAL ENGINEER INSPECT AND PROVIDE A REPORT ON THE 11. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING 11. NO RUNOFF SHOULD SHEET FLOW ACROSS BETTY FORD WAY. NOT IN ANY CASE. CONTACT AEI WITH TRENCHING FOR PROJECT PIPING. ADDITIONAL INSPECTIONS MAY BE REQUIRED FOR FOUNDATION, DIMENSIONS OR DISCREPANCIES IN PLANS, FIELD STAKING OR PHYSICAL FEATURES SHALL BE ANY QUESTIONS. CAISSON AND OTHER STRUCTURAL ITEMS. BROUGHT TO THE ATTENTION OF THE ENGINEER. IF CONTRACTOR PROCEEDS WITH THE WORK � WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. 12. REFER TO LANDSCAPE PLANS FOR HARDSCAPE FINISHES. THE PAVEMENT SURFACE FOR BETTY FORD � WAY IS BEING BID WITH SEVERAL ALTERNATES. � 12. THE OWNER WILL PROVIDE CERTAIN CONSTRUCTION STAKING. THE CONTRACTOR IS ADVISED THAT W Z THIS MAY NOT BE ALL OF THE STAKING HE WILL NEED. ADDITIONAL STAKING WILL BE AT THE 13. ELEVATIONS OF EXISTING STORM AND SANITARY SEWER MUST BE POTHOLED AT PROPOSED CONTRACTOR'S EXPENSE. REFER TO THE CONTRACT DOCUMENTS FOR DETAILS. CONNECTION POINTS TO PROPOSED LINES. PROVIDE THIS INFORMATION TO AEI FOR POSSIBLE � CHANGES TO GRADES AND ALIGNMENTS. W 13. THE CONTRACTOR IS TO COORDINATE WITH ALL THE APPROPRIATE UTILITY COMPANIES AND SCHEDULE � A PRE-CONSTRUCTION CONFERENCE 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY. 14. WATER SERVICE TO FORD STORY WALL: AEI RECOMMENDS THAT THE SERVICE TO THE STORY WALL BE CONNECTED TO THE EXISTING IRRIGATION SYSTEM. THE EXISTING IRRIGATION SYSTEM IS ALREADY 14. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY METERED AND BACKFLOW PREVENTED. BECAUSE THE IRRIGATION SYSTEM IS BLOWN OUT AT THE END �,�„� W POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF OF THE YEAR, THE SERVICE TO THE STORY WALL WOULD NOT HAVE TO BE BURIED TO STANDARD � FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE IDENTIFIED PROCEDURES FOR WATER SERVICE DEPTHS. � O HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE � Q PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. 15. PROTECT ALL TOV AND BFAG WATER IRRIGATION MAIN LINES FROM DAMAGE. CONTRACTOR TO REPAIR � ANY DAMAGE AT HIS EXPENSE. 15. THE CONTRACTOR SHALL KEEP 2 SETS OF CONTRACT DRAWINGS MARKED UP TO FULLY INDICATE � ASBUILT CONDITIONS. THE DRAWINGS SHALL BE PROVIDED TO THE OWNER AND ALPINE ENGINEERING, 16. A REVISED LEASE AGREEMENT TO ESTABLISH MAINTENANCE REQUIREMENTS IS REQUIRED. THIS IS TO INC. UPON COMPLETION OF THIS WORK. CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES FROM BE COORDINATED BETWEEN THE VAIL VALLEY FOUNDATION AND THE TOWN OF VAIL. _ � J PHYSICAL MONUMENTS TO ALL FITTINGS AND VALVES. � � O 16. ALL CONSTRUCTION SHALL CONFORM TO STATE, COUNTY OR DISTRICT STANDARDS AND V SPECIFICATIONS AND BE SUBJECT TO CONSTRUCTION OBSERVATION BY THEIR REPRESENTATIVES. U T I L I TY N OT E S J COPIES OF STATE, COUNTY AND DISTRICT STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. � � CONTRACTOR SHALL HAVE ONE (1) COPY OF THE PLANS AND ONE (1) COPY OF THE APPROPRIATE 1. SEE LANDSCAPE PLAN FOR ALL TREE REMOVAL/PROTECTION, PLANTING AND HARDSCAPE FINISHES. � , SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. � 2. 90° BENDS SHALL HAVE A MINIMUM 3' RADIUS. � 17. THE OWNER WILL DESIGNATE STAGING AREAS. Q 3. SELECT FILL DENOTES NATIVE MATERIAL WITH NO ROCKS LARGER THAN 2" DIAMETER, AND APPROVED W 18. ALL CONSTRUCTION ACTIVITIES AND EXCAVATING FOR UTILITY TRENCHES SHALL MEET OSHA BY THE SOILS ENGINEER. PUSH ROCKS LARGER THAN 2"AWAY FROM PIPE. IF NO SELECT FILL EXISTS � � REQUIREMENTS. ON-SITE, USE 3/4" ROAD BASE. 19. IF ANY GROUNDWATER IS ENCOUNTERED THE CONTRACTOR SHALL CONTACT ALPINE ENGINEERING, 4. CONTACT HOLY CROSS ENERGY (970-945-5491) IF EXCAVATING NEAR TRANSFORMERS. Q INC., AND THE PROJECT GEOTECHNICAL ENGINEER IMMEDIATELY. 5. CONDUIT SHALL BE COVERED WITH AT LEAST 4" OF ROCK-FREE SOIL OR SAND PRIOR TO BACKFILL. � � 20. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS, AND GROUND LARGER ROCKS SHALL NOT BE PUSHED IN DIRECTLY ON TOP OF THIS 4" COVER. CARE MUST BE TAKEN COVER DESIGNATED TO REMAIN IN A MANNER ACCEPTABLE TO THE OWNER AND THEIR TO AVOID DAMAGE TO CONDUIT OR CABLE DURING BACKFILL AND COMPACTION. � REPRESENTATIVES.. 6. VERIFY THAT ALL TAP FEES HAVE BEEN PAID PRIOR TO CONNECTION TO ERWSD WATER AND SEWER. 21. COMPACTION OF ALL TRENCHES AND BEDDING MUST BE ATTAINED AS PER SPECIFICATIONS. 7. NOT ALL EXISTING UTILITIES HAVE BEEN LOCATED. UTILITY LOCATES SHOULD BE PERFORMED AS 22. THE CONTRACTOR SHALL INSTALL 6"WIDE TEAR TAPE 18" ABOVE AND DIRECTLY OVER EACH UTILITY SOON AS POSSIBLE TO ALLOW FOR POSSIBLE DESIGN CHANGES. LINE. THE TAPE SHALL BE PRINTED WITH THE TYPE OF LINE BEING PROTECTED. 8. PROVIDE POLYETHYLENE WRAP ON PROPOSED WATER SERVICE. IF NEW WATER MAIN IS ISSUED FOR 23. PROVIDE 1' OF SELECT BACKFILL ABOVE CONDUITS AND LAY WARNING TAPE AS REQUIRED BY THE CATHODICALLY PROTECTED, PROVIDE ISOLATION GASKETS IN BUILDING ENTRANCE AND CONNECT UTILITY COMPANIES. SERVICE LINE TO PROTECTION. CONTACT AEI FOR REQUIREMENTS. No. DATE COMMENT 24. UTILITY CONTRACTOR IS TO INSTALL SERVICE CONDUITS AS REQUIRED AND PULL STRING. 1 tq/1W2013 PERMIT 9. PROVIDE BID ALTERNATE PER MARTIN AND MARTIN PLANS FOR RELOCATION OF EXISTING SEWER LINE 2 11/13/2013 CONSTRUCTION THAT EXISTS UNDER PROPOSED CANOPY LOCATION. 25. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE CONSTRUCTION WITH ALL SHALLOW UTILITY COMPANIES AND TO HAVE ALL WORK DONE BY THE CONTRACTOR APPROVED AND ACCEPTED BY EACH 10. IF ELECTRIC AND PHONE AND/OR CABLE TV SERVICES ARE INSTALLED IN THE SAME TRENCH, PROVIDE RESPECTIVE SHALLOW UTILITY COMPANY. A MINIMUM OF 18" SEPARATION BETWEEN CONDUITS. 26. THE CONTRACTOR SHALL INSTALL PULL STRINGS IN ALL CONDUITS. 11. LIGHTING CONDUIT: PROVIDE AND INSTALL ELECTRIC RATED SCHEDULE 40 PVC CONDUIT IF REQUIRED. 27. UTILITY PLANS REPRESENT WORK TO BE DONE WITHIN 5' OF THE BUILDING. CIVIL CONTRACTOR TO 12. GROUNDWATER BARRIERS: TO IMPEDE PASSAGE OF WATER THOUGH BEDDING MATERIAL TERMINATE CONDUITS AT THIS 5' LINE AND CAP FOR FUTURE USE. END OF LINES TO BE MARKED AND CONSTRUCT A CLAY GROUNDWATER BARRIER THE FULL TRENCH WIDTH, APPROXIMATELY 4 FEET AS-BUILT. PROVIDE A MINIMUM OF THREE SWING TIES TO THE END OF ANY LINE. LONG AND FROM THE BOTTOM OF ALL GRANULAR MATERIAL TO 1 FOOT ABOVE THE TOP OF PIPE. SEDIMENT CONTROL NOTES 1. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THESE APPROVED PLANS AND AS NEEDED TO PREVENT SEDIMENT FROM DISCHARGING OFF-SITE. 2. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY MEASURES UNLESS SPECIFIED OTHERWISE ON PLANS. 3. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT THE TIME OF �� CONSTRUCTION TO INSURE THAT THEIR INTENDED PURPOSE IS ACCOMPLISHED. ENGINEER'S APPROVAL WILL BE REQUIRED FOR ANY OTHER DEVIATION FROM THE APPROVED PLAN. 4. PROVIDE CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL MEASURES TO INSURE THAT SEDIMENT CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF SITE HAS TAKEN PLACE. 5. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF GRADING OPERATIONS SO THAT EFFECTIVE SEDIMENT CONTROL CAN BE ACHIEVED DURING THE ENTIRE CONSTRUCTIONN PERIOD. 6. APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF ALL SITES BEFORE REMOVAL OF SEDIMENT CONTROLS. 7. CONTRACTOR SHALL DEVELOP MEANS AND METHODS TO CONTROL SEDIMENT DURING CONSTRUCTION TO ASSURE THAT NO SEDIMENT IS DISCHARGED OFF-SITE. REMOVAL AND CLEANUP CIVI L COVER OF ANY SEDIMENT THAT LEAVES THE SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. SHEET Received �tolECr No. ORIGIN DATE 84346.2 10/11/13 ���� �� ��!� By Lynne Campbel/at 8:23 am, Nov 14, 2013 DRAWN BY CHK BY TRV BY GA GDP SHEET No. C01 . 1 SGLE: NONE P:\TOV12003\dwg\MASTER\PHASE 2\P2 CIVIL COVER.dwg,11/13/2013 3:17:11 PM,Adobe PDF.pc3 Received By Lynne Campbell at 8:23 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Received By Lynne Campbell at 8:23 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Received By Lynne Campbell at 8:23 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Received By Lynne Campbell at 8:23 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Received By Lynne Campbell at 8:23 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) GR A T E O P T I O N S L O A D R A T I N G P A R T # D R A W I N G # PE D E S T R I A N M E E T S H - 1 0 1 2 9 9 C G P 7 0 0 1 - 1 1 0 - 2 0 2 ST A N D A R D M E E T S H - 2 0 1 2 9 9 C G S 7 0 0 1 - 1 1 0 - 2 0 3 SO L I D C O V E R M E E T S H - 2 0 1 2 9 9 C G C 7 0 0 1 - 1 1 0 - 2 0 4 PE D E S T R I A N B R O N Z E N / A 1 2 9 9 C G P B 7 0 0 1 - 1 1 0 - 2 0 5 DO M E N / A 1 2 9 9 C G D 7 0 0 1 - 1 1 0 - 2 0 6 DR O P I N G R A T E L I G H T D U T Y 1 2 0 1 D I 7 0 0 1 - 1 1 0 - 0 2 1 AD A P T E R S I Z E B 4" 1 0 . 5 0 6" 1 1 . 5 0 8" 1 1 . 5 0 10 " 1 1 . 2 5 12 " 6 . 0 0 Received By Lynne Campbell at 8:23 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Received By Lynne Campbell at 8:24 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Received By Lynne Campbell at 8:24 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 4 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 2 pm , No v 22 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 4 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 2 pm , No v 22 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 4 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 2 pm , No v 22 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 4 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 3 pm , No v 22 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 4 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 5 pm , No v 22 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Copyright © 2013 by Zehren & Associates Inc.Copyright © 2013 by Zehren & Associates Inc. BO X O F F I C E & C A N O P Y : H E I G H T A B O V E E X I S T I N G G R A D E 1/ 8 " = 1 ' - 0 " L1 . 0 6 1 BOX OFFICE & CANOPY: HE I G H T A B O V E P R O P O P S E D G R A D E 1/8" = 1'-0"L1.06 2 BU I L D I N G H E I G H T F R O M E X I S T I N G G R A D E PO I N T R O O F E L E V E X I S T I N G G R A D E B L D G H E I G H T A * 8 2 1 8 . 3 3 ' 8 2 0 3 . 4 ' 1 4 . 9 3 ' B * 8 2 1 8 . 3 3 ' 8 2 0 3 . 5 ' 1 4 . 8 3 ' C * 8 2 1 5 . 6 7 ' 8 2 0 3 . 4 ' 1 2 . 2 7 ' D * 8 2 1 5 . 6 7 ' 8 2 0 3 . 4 ' 1 2 . 2 7 ' E * 8 2 1 5 . 6 7 ' 8 2 0 3 . 9 ' 1 1 . 7 7 ' F * 8 2 1 5 . 6 7 ' 8 2 1 0 . 5 ' 5 . 1 7 ' G 8 2 1 3 . 6 7 ' 8 2 1 0 . 5 ' 3 . 1 7 ' H 8 2 1 3 . 6 7 ' 8 2 0 9 . 5 ' 4 . 1 7 ' J 8 2 1 3 . 6 7 ' 8 2 0 9 . 0 ' 4 . 6 7 ' K 8 2 1 3 . 6 7 ' 8 2 1 0 . 5 ' 3 . 1 7 ' L N O T U S E D M 8 2 4 7 . 5 0 ' 8 2 0 3 . 9 ' 4 3 . 6 0 ' N 8 2 3 9 . 5 0 ' 8 2 0 3 . 9 ' 3 5 . 6 0 ' P 8 2 0 9 . 0 0 ' 8 2 0 4 . 0 ' 5 . 0 0 ' Q 8 2 0 9 . 0 0 ' 8 2 0 0 . 0 ' 9 . 0 0 ' R 8 2 1 1 . 0 0 ' 8 1 9 7 . 6 ' 1 3 . 4 0 ' S 8 2 1 1 . 0 0 ' 8 1 9 7 . 6 ' 1 3 . 4 0 ' T 8 2 0 9 . 0 0 ' 8 1 9 9 . 5 ' 9 . 5 0 ' U 8 2 0 9 . 0 0 ' 8 2 0 1 . 5 ' 7 . 5 0 ' V 8 2 3 9 . 5 0 ' 8 1 9 8 . 0 ' 4 1 . 5 0 ' W 8 2 4 7 . 5 0 ' 8 1 9 8 . 0 ' 4 9 . 5 0 ' PO I N T S I D E N T I F I E D W I T H A N A S T E R I S K ( * ) A R E E X I S T I N G T O RE M A I N " A S I S " A N D A R E S H O W F O R R E F E R E N C E O N L Y . BU I L D I N G H E I G H T F R O M P R O P O S E D G R A D E PO I N T R O O F E L E V P R O P O S E D G R A D E B L D G H E I G H T A * 8 2 1 8 . 3 3 ' 8 2 0 3 . 4 0 ' 1 4 . 9 3 ' B * 8 2 1 8 . 3 3 ' 8 2 0 3 . 5 0 ' 1 4 . 8 3 ' C * 8 2 1 5 . 6 7 ' 8 2 0 3 . 4 0 ' 1 2 . 2 7 ' D * 8 2 1 5 . 6 7 ' 8 2 0 3 . 4 0 ' 1 2 . 2 7 ' E * 8 2 1 5 . 6 7 ' 8 2 0 3 . 9 0 ' 1 1 . 7 7 ' G 8 2 1 3 . 6 7 ' 8 2 1 0 . 5 0 ' 3 . 1 7 ' H 8 2 1 3 . 6 7 ' 8 2 0 9 . 5 0 ' 4 . 1 7 ' J 8 2 1 3 . 6 7 ' 8 2 0 3 . 9 0 ' 9 . 7 7 ' K 8 2 1 3 . 6 7 ' 8 2 0 3 . 9 0 ' 9 . 7 7 ' L N O T U S E D M 8 2 4 7 . 5 0 ' 8 2 0 3 . 9 0 ' 4 3 . 6 0 ' N 8 2 3 9 . 5 0 ' 8 2 0 3 . 9 0 ' 3 5 . 6 0 ' P 8 2 0 9 . 0 0 ' 8 2 0 0 . 0 0 ' 9 . 0 0 ' Q 8 2 0 9 . 0 0 ' 8 2 0 0 . 0 0 ' 9 . 0 0 ' R 8 2 1 1 . 0 0 ' 8 1 9 8 . 0 0 ' 1 3 . 0 0 ' S 8 2 1 1 . 0 0 ' 8 1 9 8 . 0 0 ' 1 3 . 0 0 ' T 8 2 0 9 . 0 0 ' 8 1 9 9 . 5 0 ' 9 . 5 0 ' U 8 2 0 9 . 0 0 ' 8 2 0 0 . 0 0 ' 9 . 0 0 ' V 8 2 3 9 . 5 0 ' 8 1 9 9 . 0 0 ' 4 0 . 5 0 ' W 8 2 4 7 . 5 0 ' 8 1 9 9 . 0 0 ' 4 8 . 5 0 ' PO I N T S I D E N T I F I E D W I T H A N A S T E R I S K ( * ) A R E E X I S T I N G T O RE M A I N " A S I S " A N D A R E S H O W F O R R E F E R E N C E O N L Y . RI D G E L E N G T H A V G H E I G H T L E N G T H X A V G H E I G H T A B 3 7 . 5 0 ' 1 4 . 8 8 ' 5 5 8 . 0 0 (C O N C E S S I O N ) C D 4 2 . 6 7 ' 1 2 . 2 7 ' 5 2 3 . 5 6 D E 2 8 . 6 7 ' 1 2 . 0 2 ' 3 4 4 . 6 1 E F 4 2 . 6 7 ' 8 . 4 7 ' 3 6 1 . 4 1 F C 2 8 . 6 7 ' 8 . 7 2 ' 2 5 0 . 0 0 G H 1 2 . 0 0 ' 3 . 6 7 ' 4 4 . 0 4 H J 2 2 . 5 0 ' 4 . 4 2 ' 9 9 . 4 5 J K 1 2 . 0 0 ' 3 . 9 2 ' 4 7 . 0 4 TO T A L : 1 8 9 . 1 8 ' 8 . 8 3 ' ( A V G ) 1 6 7 0 . 1 1 (C A N O P Y ) N P 5 8 . 3 3 ' 2 0 . 3 0 ' 1 1 8 4 . 1 0 N U 5 8 . 3 3 ' 2 1 . 5 5 ' 1 2 5 7 . 0 1 P V 3 2 . 0 0 2 3 . 2 5 ' 7 4 4 . 0 0 Q V 3 2 . 0 0 ' 2 5 . 2 5 ' 8 0 8 . 0 0 R V 3 2 . 0 0 ' 2 7 . 4 5 ' 8 7 8 . 4 0 S V 3 2 . 0 0 ' 2 7 . 4 5 ' 8 7 8 . 4 0 T V 3 5 . 0 0 ' 2 5 . 5 0 ' 8 9 2 . 5 0 U V 3 2 . 0 0 ' 2 4 . 5 0 ' 7 8 4 . 0 0 TO T A L : 3 1 1 . 6 7 ' 2 3 . 8 3 ' ( A V G ) 7 4 2 6 . 4 1 NO T F O R C O N S T R U C T I O N - I N F O R M A T I O N P R O V I D E D F O R PU B L I C A P P R O V A L S O N L Y - C O N S T R U C T I O N D O C U M E N T S W I L L BE P R O V I D E D B Y T E N S I L E S T R U C T U R E E N G I N E E R Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 4 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 5 pm , No v 22 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Copyright © 2013 by Zehren & Associates Inc.Copyright © 2013 by Zehren & Associates Inc. L3 . 1 1 PL A Z A S E C T I O N 1/ 4 " = 1 ' - 0 " L3 . 1 3 PL A Z A P L A N T E R S E C T I O N 1/ 2 " = 1 ' - 0 " L3 . 1 2 PL A Z A S T A I R S E C T I O N 1/ 4 " = 1 ' - 0 " 82 0 0 81 9 7 82 0 3 81 9 9 82 0 4 . 5 Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 5 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 6 pm , No v 22 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 5 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 6 pm , No v 22 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Copyright © 2013 by Zehren & Associates Inc. CA N O P Y C O L U M N P L A N 1/ 2 " = 1 ' - 0 " L5 . 2 1 CA N O P Y C O L U M N E L E V A T I O N 1/ 2 " = 1 ' - 0 " L5 . 2 2 CA N O P Y C O L U M N E L E V A T I O N 1/ 2 " = 1 ' - 0 " L5 . 2 3 CA N O P Y C O L U M N E L E V A T I O N 1/ 2 " = 1 ' - 0 " L5 . 2 4 CA N O P Y C O L U M N E L E V A T I O N 1/ 2 " = 1 ' - 0 " L5 . 2 5 SE C U R I T Y F E N C E D E T A I L 1/ 4 " = 1 ' - 0 " L5 . 2 6 GATE DET A I L 1/2" = 1'-0"L5.2 7 GATE DET A I L 1/2" = 1'-0"L5.2 8 GATE DET A I L 1/2" = 1'-0"L5.2 9 CONCRETE STAIR3/4" = 1-0"L 5.2 10L 5.2 11HANDRAIL SLEVE1/2"= 1'-0" Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 5 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 6 pm , No v 22 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Copyright © 2013 by Zehren & Associates Inc.Copyright © 2013 by Zehren & Associates Inc. L5 . 3 8 PE R E N N I A L P L A N T I N G D E T A I L NT S L5 . 3 9 SH R U B P L A N T I N G D E T A I L NT S L5.3 11MULTI-STEM PLANTING DETAILNTS L5.3 12DECIDUOUS TREE PLANTING DETAILNTS L5 . 3 10 EV E R G R E E N T R E E P L A N T I N G D E T A I L NT S L5 . 3 6 TR E E P R O T E C T I O N D E T A I L S NT S L5 . 3 4 EL E V A T E D P L A N T E R W A L L R E F E R E N C E I M A G E NT S L5 . 3 5 EX I S T I N G F E N C E R E F E R E N C E I M A G E NT S MA T E R I A L N A M E : " C O L O R A D O B U F F S T R I P S A N D S T O N E " C L E F T F A C E (M A T C H W A L L S I N S T A L L E D A T E A S T E N T R Y P L A Z A I N P H A S E 1 ) SU P P L I E R : G A L L E G O S CO N T A C T : S T O N E S A L E S AD D R E S S : 1 0 9 7 S P R I N G C R E E K R O A D GY P S U M , C O L O R A D O 8 1 6 3 7 PH O N E : 9 7 0 - 5 2 4 - 4 3 2 2 EM A I L : S T O N E S A L E S @ G A L L E G O S C O R P . C O M WE B : G A L L E G O S C O R P . C O M L5 . 3 1 PL A N T E R D R A I N A T T O U C H D O W N P O I N T S NT S L5 . 3 2 EL E V A T E D P L A N T E R W A L L D E T A I L 3" = 1 ' - 0 " L5 . 3 3 BO U L D E R T E R R A C E / S T O N E B L O C K R E F E R E N C E I M A G E NT S MA T E R I A L N A M E : " C O L O R A D O B R O W N S T O N E B O U L D E R " (M A T C H B O U L D E R S I N S T A L L E D A T L A W N I N P H A S E 1 ) SU P P L I E R : G A L L E G O S CO N T A C T : S T O N E S A L E S AD D R E S S : 1 0 9 7 S P R I N G C R E E K R O A D GY P S U M , C O L O R A D O 8 1 6 3 7 PH O N E : 9 7 0 - 5 2 4 - 4 3 2 2 EM A I L : S T O N E S A L E S @ G A L L E G O S C O R P . C O M WE B : G A L L E G O S C O R P . C O M L5 . 3 7 SI T E F U R N I T U R E M O U N T I N G R E Q U I R E M E N T S 1/ 2 " = 1 ' - 0 " Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 5 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 6 pm , No v 22 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Cod e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 5 am , No v 14 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 5 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 5 am , No v 14 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) &RS\ULJKWE\=HKUHQ $VVRFLDWHV,QF&RS\ULJKWE\=HKUHQ $VVRFLDWHV,QF AM P H I T H E A T E R L O B B Y C A N O P Y F L O O R P L A N 3/ 1 6 " = 1 ' - 0 " A1 . 4 1 CA N O P Y S H E E T G E N E R A L N O T E S 1. T E N S I L E F A B R I C C O V E R A N D C O M P O N E N T S T O B E PR O V I D E D A N D I N S T A L L E D B Y B I R D A I R . R E F E R E N C E BI R D A I R T E N S I L E D R A W I N G S F O R A L L C O M P O N E N T S RE L A T E D T O C A N O P Y T E N S I L E S T R U C T U R E . 2. R E F E R E N C E S T R U C T U R A L D R A W I N G S F O R A L L ST R U C T U R A L C O M P O N E N T S R E L A T E D T O T E N S I L E ST R U C T U R E Received By Lynne Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building C o d e ( I B C ) Copyright © 2013 by Zehren & Associates Inc.Copyright © 2013 by Zehren & Associates Inc. AM P H I T H E A T E R L O B B Y C A N O P Y R O O F P L A N 3/ 1 6 " = 1 ' - 0 " A1 . 5 1 CANOPY SHEE T G E N E R A L N O T E S 1. TENSILE FABRIC C O V E R A N D C O M P O N E N T S T O B E PROVIDED AND INS T A L L E D B Y B I R D A I R . R E F E R E N C E BIRDAIR TENSILE D R A W I N G S F O R A L L C O M P O N E N T S RELATED TO CANO P Y T E N S I L E S T R U C T U R E . 2. REFERENCE ST R U C T U R A L D R A W I N G S F O R A L L STRUCTURAL COM P O N E N T S R E L A T E D T O T E N S I L E STRUCTURE.3. REFERENCE SH E E T A 1 . 4 C A N O P Y F L O O R P L A N , STRUCTURAL DRAW I N G S , A N D T E N S I L E D R A W I N G S FOR CANOPY DIME N S I O N S . EDGE DIVERTER DETAIL (BY BIRDAIR)AS NOTEDA1.5 2 Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 6 pm , No v 22 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 4: 1 7 pm , No v 22 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Received By Lynne Campbell at 8:26 am, Nov 14, 2013 Reviewed for Code Compliance Code: 2012 International Building Cod e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Co d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 6 am , No v 14 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 7 am , No v 14 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 7 am , No v 14 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 7 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 7 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 7 am , No v 14 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 7 am , No v 14 , 20 1 3 mu s t co m p l y wi t h bu i l d i n g ty p e Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Received By Lynne Campbell at 8:27 am, Nov 14, 2013 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) UN I T TA G MA N U F A C T U R E R & M O D E L N O D E S C R I P T I O N W A S T E V E N T CO L D WA T E R HO T WA T E R RE M A R K S SD SO D A D I S P E N S E R I W - 1 / 2 " - I N S T A L L B A C K F L O W P R E V E N T E R - Z U R N W I L K I N S 7 4 0 - O R S I M I L A R DF DR I N K I N G F O U N T A I N 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " - FS FL O O R S I N K 2 " 1 - 1 / 2 " - - - RD Z U R N Z 1 1 0 R O O F D R A I N I W - - - C O N N E C T 3 " I N D I R E C T W A S T E FD Z U R N Z 4 1 5 B 2 " F L O O R D R A I N 2 " 1 - 1 / 2 " - - P R O V I D E P R O S E T T R A P G U A R D CO Z U R N Z N 1 4 0 0 C L E A N O U T V A R I E S - - - - WC O Z U R N Z 1 4 4 1 W A L L C L E A N O U T V A R I E S - - - - CO T G Z U R N Z 1 4 0 0 C L E A N O U T T O G R A D E V A R I E S - - - L O C A T E W I T H I N 5 ' O F T H E B U I L D I N G PL U M B I N G F I X T U R E C O N N E C T I O N S C H E D U L E PL U M B I N G F I X T U R E S P E C I F I C A T I O N S & H A R D W A R E S E L E C T I O N TO B E B Y T H E I N T E R I O R D E S I G N E R . F I X T U R E A L L O W A N C E NO T T O E X C E E D T H E E S T A B L I S H E D B U D G E T . Received By Lynne Campbell at 8:27 am, Nov 14, 2013 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Received By Lynne Campbell at 8:27 am, Nov 14, 2013 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) PR O J E C T : EN G I N E E R : S O H PR O J E C T # : VO L T A G E : 1 2 0 / 2 0 8 V , 3 P , 4 W MO U N T I N G : MA I N S : 2 0 0 A M L O TY P E : AI C : 1 0 K PH A S E P H A S E DE S C R I P T I O N A B C B K R P C I R CI R P B K R A B C D E S C R I P T I O N FL U O R E S C E N T L I G H T S 5 0 0 2 0 1 1 2 1 2 0 7 5 0 E M L I G H T S / W A T E R H E A T E R RE C E S S E D C A N S 5 0 0 2 0 1 3 4 1 2 0 9 0 0 P R E P A R E A R E C E P T A C L E S SP A C E 0 2 0 1 5 6 1 2 0 9 0 0 C O M P U T E R G F I OU T S I D E G F I C O O K A R E A 9 0 0 2 0 1 7 8 1 2 0 1 2 0 0 F L O O R C O O L E R OU T S I D E G F I A T C O L U M N 9 0 0 2 0 1 9 1 0 1 2 0 1 2 0 0 F L O O R C O O L E R WA L K - I N C O O L E R L I G H T S 5 0 0 2 0 1 1 1 1 2 1 2 0 0 S P A C E WA L K - I N C O O L E R F A N 1 2 0 0 2 0 1 1 3 1 4 1 2 0 9 0 0 E M L I G H T S WA L K - I N C O O L E R F A N 1 2 0 0 2 0 1 1 5 1 6 1 2 0 5 0 0 R E A R E X H A U S T F A N GF I @ I C E M A C H I N E 1 2 0 0 2 0 1 1 7 1 8 2 2 0 2 5 0 G R I L L L I G H T S / S H U N T T R I P UN K N O W N 9 0 0 2 0 1 1 9 2 0 2 5 0 G R I L L L I G H T S / S H U N T T R I P UN K N O W N 9 0 0 2 0 1 2 1 2 2 1 2 0 9 0 0 U N K N O W N UN K N O W N 9 0 0 2 0 1 2 3 2 4 2 2 0 1 0 0 0 U N K N O W N UN K N O W N 9 0 0 2 0 1 2 5 2 6 1 0 0 0 " SP A C E 0 2 7 2 8 1 2 0 5 0 0 N E W L I G H T S SP A C E 0 2 9 3 0 1 2 0 9 0 0 N E W R E C E P T A C L E S SP A C E 0 3 1 3 2 1 2 0 1 2 0 0 N E W C O O L E R ST A G E 1 8 0 0 2 0 1 3 3 3 4 1 2 0 8 0 0 N E W S O D A D I S P E N S E R WA T E R F E A T U R E 5 0 0 2 0 1 3 5 3 6 1 2 0 8 0 0 N E W S O D A D I S P E N S E R NE W E X T E R I O R L I G H T S 9 0 0 2 0 1 3 7 3 8 1 2 0 7 5 0 N E W P O S NE W E X T E R I O R L I G H T S 9 0 0 2 0 1 3 9 4 0 1 2 0 7 5 0 N E W P O S SP A C E 0 4 1 4 2 0 S P A C E LO A D C A L C U L A T I O N S U M M A R Y CA L C U L A T E D P O W E R F A C T O R : CO N N E C T E D T O P A N E L C O N C E S S I ON B W I T H F E E D T H R U L U G S , A L L L O A D S S H O W N B E L O W . 0. 9 7 CO N N E C T E D L O A D CO N N E C T E D A M P S DE M A N D L O A D DE M A N D A M P S LI G H T I N G / C O N T I N U O U S 5 9 5 0 1 6 7 4 3 8 2 1 RE C E P T A C L E S 1 7 1 0 0 4 7 1 3 5 5 0 3 8 ME C H A N I C A L 2 0 1 5 0 6 6 2 0 6 5 0 6 7 KI T C H E N 2 4 5 0 0 6 8 2 4 5 0 0 6 8 TO T A L 6 7 7 0 0 1 9 7 6 6 1 3 8 1 9 3 PA N E L C O N C E S S I O N A PR O J E C T : EN G I N E E R : S O H PR O J E C T # : VO L T A G E : 1 2 0 / 2 0 8 V , 3 P , 4 W MO U N T I N G : MA I N S : 2 0 0 A M L O TY P E : AI C : 1 0 K PH A S E P H A S E DE S C R I P T I O N A B C B K R P C I R CI R P B K R A B C D E S C R I P T I O N SO D A D I S P E N S E R 8 0 0 2 0 1 1 2 1 2 0 8 0 0 I C E T E A IC E T E A 8 0 0 2 0 1 3 4 1 2 0 8 0 0 S O D A D I S P E N S E R HO T C H O C O L A T E 8 0 0 2 0 1 5 6 1 2 0 8 0 0 H O T C H O C O L A T E CA N O P Y C A N S P C 7 5 0 2 0 1 7 8 1 2 0 1 0 0 0 C O O L E R D E F R O S T B L O W E R CU H # 3 1 2 5 0 2 0 2 9 1 0 2 2 0 1 0 0 0 R T U # 2 " 1 2 5 0 1 1 1 2 1 0 0 0 " CU H # 2 1 2 5 0 2 0 2 1 3 1 4 3 2 0 1 5 0 0 D I S H W A S H E R " 1 2 5 0 1 5 1 6 1 5 0 0 " CU H # 3 1 2 5 0 2 0 2 1 7 1 8 1 5 0 0 " " 1 2 5 0 1 9 2 0 1 2 0 1 2 0 0 C O N T R A C T O R A N S U L CO F F E E M A K E R 2 0 0 0 3 0 2 2 1 2 2 1 2 0 1 2 0 0 C O N T R A C T O R A N S U L " 2 0 0 0 2 3 2 4 1 2 0 1 2 0 0 C O N T R A C T O R A N S U L PO P C O R N 2 4 0 0 3 0 1 2 5 2 6 1 2 0 1 2 0 0 C O N T R A C T O R A N S U L SP A C E 0 2 7 2 8 2 2 0 1 2 0 0 I C E M A C H I N E SP A C E 0 2 9 3 0 1 2 0 0 " SP A C E 0 3 1 3 2 2 3 0 1 7 5 0 R T U # 1 SP A C E 0 3 3 3 4 1 7 5 0 " SP A C E 0 3 5 3 6 1 2 0 0 A N S U L S H U N T T R I P SP A C E 0 3 7 3 8 0 S P A C E SP A C E 0 3 9 4 0 0 S P A C E SP A C E 0 4 1 4 2 0 S P A C E LO A D C A L C U L A T I O N S U M M A R Y CA L C U L A T E D P O W E R F A C T O R : FE E D T H R U L U G S P R O V I D E D T O P A N E L C O N C E S S I O N A , A L L L O A D S S H O W N O N P A N E L C O N C E S S I O N A . 0. 9 4 CO N N E C T E D L O A D CO N N E C T E D A M P S DE M A N D L O A D DE M A N D A M P S LI G H T I N G / C O N T I N U O U S 7 5 0 2 9 3 8 3 RE C E P T A C L E S 4 8 0 0 1 3 4 8 0 0 1 3 ME C H A N I C A L 1 4 0 0 0 4 6 1 4 8 7 5 4 8 KI T C H E N 1 8 1 0 0 5 0 1 8 1 0 0 5 0 TO T A L 3 7 6 5 0 1 1 1 3 8 7 1 3 1 1 5 PA N E L C O N C E S S I O N B Received By Lynne Campbell at 8:27 am, Nov 14, 2013 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) TY P E D E S C R I P T I O N M A N U F A C T U R E R C A T A L O G N U M B E R M O U N T I N G N O L A M P V O L T S D I M E N S I O N S R E M A R K S 22 " L E O R O U N D L E D P O L E M O U N T L I G H T , (1 ) 2 2 " F I X T U R E O N 1 2 ' P O L E A1 1 2 ' , T Y P E I V D I S T R I B U T I O N , D I M M A B L E L A N D S C A P E F O R M S L E O 2 2 " , 1 2 ' P O L E , S I N G L E - 1 2 ' P O L E N / A 6 2 W L E D , 3 5 0 0 K 1 2 0 2 2 " Ø X 7 " H FI X T U R E 6" R E T R O F I T L E D M O D U L E F O R R E C E S S E D PR O V I D E S A M P L E P R I O R T O D1 C A N , W E T L O C A T I O N , D I M M A B L E , L G L G E - 6 R D L - 1 3 - _ _ - W - _ _ R E C E S S E D N / A 1 3 W L E D , C O L O R 1 2 0 5 - 3 / 4 " Ø X 4 - 3 / 4 " H O R D E R I N G T O V E R I F Y M O D U L E WH I T E T R I M , E X A C T M O D E L P E R A R C H . TE M P P E R A R C H F I T S I N A L L E X I S T I N G C A N S . F S U R F A C E M O U N T L E N S E D L I N E A R C O L U M B I A M W W 4 - 3 3 2 - E U S U R F A C E 3 3 2 W T 8 1 2 0 V 4 8 7 / 8 " L X 1 5 7 / 8 " W X 4 3 / 8 " D CE I L I N G 2 7 0 0 K FI X T U R E T O B E S E L E C T E D IF I N C A N D E S C E N T S E L E C T E D , ID W A L L M O U N T E D S C O N C E 30 W M A X 1 2 0 P R O V I D E P H I L I P S L E D R E T R O F I T DO W N C A S T L I G H T AL L O W A N C E L A M P S . ( 1 7 A 2 1 / E N D / 2 7 0 0 D I M 6 / 1 ) L C O V E M O U N T E D L E D T A P E L I G H T G M L I G H T I N G L T R 3 0 0 - S O - W W & A C C E S S O R I E S C O V E 3 0 0 1 . 5 W / F T L E D 1 2 0 . 0 9 " H X . 3 1 " W X 1 6 . 4 ' L RE C E S S E D L E D S T E P L I G H T , F U L L Y S1 S H I E L D E D , D I M M A B L E , W E T L O C A T I O N B E G A P E R A R C H I T E C T T B D T B D 1 0 . 1 W L E D , 3 0 0 0 K 1 2 0 T B D NO T E : A L T E R N A T E E Q U I V A L E N T L I G H T I N G P A C K A G E S A C C E P T E D W I T H E N G I N E E R ' S R E V I E W O F S U B M I T T A L . TH E E L E C T R I C A L C O N T R A C T O R S H A L L P R O V I D E F I R E T E N T I N G T O M A I N T A I N F I R E R A T I N G S F O R A L L R E C E S S E D F I X T U R E S L O C A T E D I N F I R E R A T E D A SS E M B L I E S . BA C K B O X E S F O R N O N - I C R A T E D F I X T U R E S M U S T H A V E 3 " C L E A R A N C E B E T W E E N F I X T U R E H O U S I N G A N D I N S I D E S U R F A C E S O F B A C K B O X E S . B A C K B O X E S F O R I C - R A T E D F I X T U R E S M A Y B E T I G H T T O F I X T U R E H O U S I N G . LU M I N A I R E S C H E D U L E Received By Lynne Campbell at 8:28 am, Nov 14, 2013 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) Received By Lynne Campbell at 8:28 am, Nov 14, 2013 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) Re c e i v e d By Ly n n e Ca m p b e l l at 8: 2 8 am , No v 14 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C )