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Home My WebLink AboutB05-0219 plans (2) ��,.. ��__:��- r1�- �;;F � ; = � �~ 9ov � JAME �, tORtER -� � * - (/ - 7 7� * _ �F A `�� :�� ` EU l�;�+,�� _ OWNER SURV � YOR STRUCTURAL ENGIN � ER INTERIOR DESIGN CONSULTANT � � E 0 � U Mirus , LLC Inter - Mountain Engineering Redu� ine Engineers Miiler Design Resources , Inc . U � � � � � � U P . O . Box 7270 P . O . 8ox q78 P . O . Box SOOq P . O . Box 1410 Avon CO 81 � 20 Avon CO 81 � 20 �, LL � � ° � , � Avon , CO 81 � 20 Avon , CO 81 � 58 Z � � ,� , � ( q 70 ) q 4 1 - � 20 4 p h ( 170 ) 1 4q - 5072 p h � � � � ( q70 ) 748 - 0711 ph ( q70 ) q2 � - � 273 ph - � � - � � �' ( q70 ) q4q - lq � � fax ( q70 ) 14q - qq3q fax n = � o o � ( q70 ) 748 - 0722 fax = N � > � rnE ( q70 ) q2 � - 6274 fax U ,� Contact : Jen Wright Contact : Ted Vigil / Duke ( 303 ) 575 - q510 ph Contact : Shelly Miller � � Fehrington - ( 303 ) 575 - q515 fax � -; � � Contact : Le l i a Stoner �/ c '�� CONTRACTOR C I V I L � NG I N EER � W m �' H a � 0 Viele Gonstruction Inc . Alpine � ngineering � � 1000 S . Frontage Rd West P . O . Sox q7 M E C �-{ . / � L E C . E N G I N � E R P L A N N I N G C O N S U L T A N T 0 �° 0 Vail , Colorado 81 � 57 Ed �.uards , CO 81 � 32 Q '� ( 170 ) 476 - 3082 ( q70 ) 12 � - 3373 ph Beaudin Ganze Consulting Pylman � Associates _ ' -- TOWN OF �/ �, I L - 100 % CD - FOR � � R11'I I � Engineers 37347 �-lighu� ay 6 , Z Contact : Tony Faulhaber ( q70 ) 126 - 3 � 10 fax P . O . Box q850 Suite 210 Brookside Park Contact : Gary arooks � C � NS � RUC � � � N 110 � ast Beaver Creek Blvd . Avon , CO 81 � 20 � ■ Q 0 � - 1 �O - � 5 Suite 202 , ( q70 ) q4q - 47q7 ph ❑ � LANDSCAPE ARC �-IITECT ARC �-IITECT Avon , CO 81 � 20 ( q70 ) q4q - 8140 fax � � F- ( q70 ) i4q - � 108 ph Contact : Rick Pylman U Dennis Anderson Morter Architects 1325 W � ST �lAV � N DR I �/ � ( q70 ) q4q - � l � q fax ] .� P . O . 8ox 1387 2271 N . Frontage Road W . Contact : f"f arc Saccon i � J � � Ed �.uards , CO 81 � 32 Suite C C � SC �, D � �/ I � LAG � 5DD � 4 APPROVED � � C � 0 � � � 3 � ( q 70 ) q 2 � - 7 2 0 0 p h V a i l , C o l o r ad o 81 � 5 7 ✓ � �-- � �.- R �, D O 8 � � 5 7 �� Of y� .• Communiry Development Departmer�t � � � � �_ Building Satety and Inspection Services ( 170 ) 47 � - 5105 ph Se�"�.� "'s `+ " International Building Codrllntemationnl Reside�rtiel � � � � Q C � � O \ � � � _ O � � O � a x Code Validity cf permit The issuance or g2Ming of a pertnit shall � � v � � Jnot 6e consVU�d to be a permit for, or an approval of, any violation ot 4L C o r t a c t : L e a h M a y e r any cf ths provisions of this code or of any other ordinance of the jurisdic5on. Pe:mits presuming to give authority to violate or cancel ffie � �J provi�:oa� cf ttii; coda or other ordinances of the jurisdidion shall not be / vaf d. Th� i;suarco ct a pertnit based on construction documents and � othcr de;� chall nct prevert the tuilding oHicial from requinng the i O ccrr'�:ic� cf errors in the constmction documents and other data. Th9 O � buitdin� ctficial is al;o suthorized to prevent occupancy er use of a s!ruc:�r: wh�re in violation ot this code or ot any other ordinances of � Ihe j_�c;�':�!icn. � F:1,'iv:� cY.AilIIiJcR: DATE: '27 S � � � ABBR � V I AT I ONS DRAW I NG I N D � X DRA � I NG I N DEX DRAW I NG I N DEX ' � � MATERIAL SYMBOLS � � ABV aboVe LT light � ,� ,� �c+ �+ �n ,�, ,�, ,�, �n �n �n ,n ,n ,n ,�, � � � i � AFF above Finished floor LTL iintel 0000 �+ 00000 �+ 00000000 �' � 000000 , � � � i m � o cv �' � � � m � o cv � � i m i o �c� ,' � � � � I I � � � � I I I � i � I I I Earth Plywood AP access panel LVR lower d � Q1O � � cY m m cr `O � ,� `T �' .e � N m m cr `_0 g .fl � a m mlcY a I cvmv �n �nm .or6 nmv �n �n � .�or � v �n �n .�o .�or6 � AC acoustical MH mmhole � -' , ADD addendum MFR mcnufacture (er) '--- - - - -I i � ADJ adjacent NO masonry opening a c`�n a � Z i Q N N ~ Z �N � �~ Z Porous Fiil / Drainage � - w u w v �� 1 Finish Wood I w � �- � � a' � I� �� A.LT altemate MTL material F o � � � � � ~ o t- � � � o F- � � F o AL alum�num i 1AX maximum � F in I � � cn N � m � w � N f ARGH architect ural MEGH mechmic ai j � N � � � w \ I � � � I� Iw ` B � rLCrn_ a � e � n � � rLa o � aa_, a � i �� ( ) � ) � m � oo ° 000 �� m �� °oo ° 000 � � � oo ° caon � I I � 6ASMT basement. MG medicine cabinet � � u u � I u � v u u v � u � u � � BRG bearin MMB membrme w w w o ae Z ae ae ac o U u U � ae Z ae a,e a�e 'e � ae a aa ae as '� � Stone Masonr Wood-Rou h 9 0 �n - o a+ o o w w w o ,� _ o �n o a o �n ? o �n o o � Y 9 auraxc . auwuc nnt � � a _ n � �n r� Q - aw+wc . aw.ixc mu � � � _ n � �n r � - oRUUxc r wwi� rmE c� � �n r � _ � BVL beveled MET metal B�T bituminous M meter �5� GENFRAL ARCNITECTURAL ��oNT � MECNANICAL i � BLK block MM millimeter (s) A- I .0 T I T L E S H E E T � � � � � � � � � � A 5 .0 S T A I R P L A N S Q S E C T I O N S � � I� � '�"�I M I . I M E G N . L E E N D N O T E S S E O U E N G E O F � � � � � � � � Structural Concrete � Blocking BLKG blocking MIN minimum l_L___ 80T bottcm MIR mirror A- I ,I VICINITY MAP � � � � A5. 1 STAIR PLANS S SECTIONS __ � � � � � `�� CON 0 � BLDG building MISG miscellaiaous A- 1 .2 GRFA SUMMARY � � � � � � � A5.2 STAIR PLANS d SECT!ONS � '�'��_��I MI ,2 MECH . SGHEDULES � � � � � � � CPT carpet (ed) MUL!. mullion A- 1 .3 SPRING EdUINOX SUN SNADING � � ��_ A5_3 STAIR PLANS S SEGTIONS � � �i�`i.!� � MI .4 P1EGH . SITE PLAN � � � � � � � �� Goncrete Masonry Unit � Gypsum Board GSM7 casament MAT natural A- 1 .4 SUMMER SOLSTIGE SUN SHADIN � � � A5.4 DECK DETAILS � � � s�s.� �si� - '� � � _ (c) caulking) caulk(ing) NR noise reductia+ A-i .5 PALL E�UINOX SUN SNADING � � � � ` CLG ceifing NOM nominal A-1 .6 WINTER SOLSTIGE SUN SNADIN � � � A6. � � WALL TYPES � � � � � � M2 .0.1 MEGH. FOUNDATION PLAN � � � � � i �/ GT ceramic tile N north A-1 .7 SITE PLAN � � � � � � � A6 .2 WALL 6 FLOOR DETAILS � � � M2 .0 ARAGE MEGH . PLAN � � � � �� Batt Insulation � Marble CLR clwr (ance) NIG not in contract A-I .B GODE SUMMARY � � � � A6 .3 FOUNDATION DETAILS � � M2 . 1 FIRST FLOOR MECH . PLAN � � � � � � GOL column NTS not to scale A6 .4 ROOF DETAILS � � � M2 .2 SEGOND FLOOR MECN . PLAN � � ''� � � � W CONG concrete OPG opening A6 .5 MISCELLANEOUS DE7AIL5 � � M2.3 THIRD FLOOR MECN. PLAN � � '��,� � CMU concrete masonry unit OPP opposite � I � I � M2 .4 FOURTH FLODR MEGN. PLAN �I� I� � � � � � � � Rigid Insulation � Grmite CONST construction OPH opposite hand C001 GOVER SHEET � � � � � � � � A7.0 GRAPHIC WINDOW SCNEDULE � � � � � � � M2.5 ROOF MEGH. PLAN '- - � -' - GONT continuous ON overhead CA�2 51 IN N W 5 � � � � � �T� � A7 1 GRAPNIC WINDOW SCHEDULE � � � � � � � CJT control joint (P) paint or stain G003 I I � � � � � � A7.2 GRAPHIG DOOR SGHEDULE � � � , M3.1 UNIT MEGH . PLANS � � �� GPR copper PR pair G004 PARKING LEVEL GRADIN6/DRAINAGE � � � � � � � � A7.3 WINDOW DETAILS � � � � M3.2 UN�T MEGH. PLANS � � � � � � Q Acoustical Ceiling Tile Quarry Tile CUST astom PK parking C005 RADIN AND DRAINA E DETAILS � � � � � � � � � A7.4 WINDOW DETAILS � M33 UNIT "IECH. PLANS � � � � � � DTL detail PVMT pmement G006 UTILITY PLAN � � � � � � � � A7.5 DOOR DETAILS � � � � M3.4 UN17 MECN. PLANS � � w + DIM dimension PLA, plastic laminate G007 UTILITY DE7AIL5 � � � � ' � � � � A7.6 DOOR DETAILS � M3.5 UNIT MECH . PLANS � � � r , � DR door PL plats C008 DEMOLITION PLAN � � � � � � V � Glass Tile / °wers DWG drawing PW plywood G009 INITIAL GRADIN /SEDIMENT GONTROL ! � � A8.0 IN7ERIOR ELEVATIONS � � � � � M-0.I PLUMBIN DIAGRAMS � � � � � � DF drinking fountain PT point G010 SUBDRAIN PLAN � A8. 1 INTERIOR ELEVATIONS � � � � � M42 PLUMBIN DIA RAMS a AS RISERS � � � � � � rn \ E east PSF pounds per sqyare Foot A8.2 INTERIOR ELEVATIONS � � � � � M4.3 MEGHANICA WAS E Q N RISERS � � � lii J ��ii�ii�� ELEC electric (al ) P51 pounds per sqyare inch AB.3 INTERIOR ELEVATIONS � � � � � M4 .4 MEGHANICAL WASTE 4 VENT RISERS � � � O I�'LJLU LL� Steel / Metal as noted uw��ww��uwuw� ��t EL elevation (s) PL property line A8.4 INTERIOR ELEVATIONS � � � � � M4 .5 DOME571G WATER RISERS � � ELEV elevator QT qyarry tile LANDSCAPE AB.5 INTERIOR ELEVATIONS � � � � � O EO eqyal REF reference LI LANOSCAPE PLAN - WE57NAVEN � � � � � � � � � qB.6 INTERIOR ELEVATIONS � � � � � M5 . 1 FIRE PROTEGTION PIPIN DIA RAM � � w + EXH exhaust REFR refrigerator L2 LANDSCAPE PLAN - CASCADE GLUB � � � � � � A8.7 INTERIOR ELEVATIONS � � � � � � 0 � 1 EX4 existing REINF reinfarce (d), (int) L3 PLANTING DE7AILS ! N07E5 � � A8.8. FIREPLACE ELEVATIONS/SEGTION � � � � � � M6 . 1 HYDRONIG WATER RISERS � � � � p2,p �� EX7 exterior REQD raqyired L4 WE57HAVEN IRRIGATION PLAN � � A8.8. 1 FIREPLACE ELEVATIONS/SEGTION � � � M62 BOILER PIPIN DIAGRAM � � � � � � FOG face oF concrata RES resilient A8.9 FIREPLAGE ELEVATIONS/SECTION � � � � � � FOF face of finish REV revision (d), (ing) ARCt'1 I T 1�CTU RA L AB. 10 FIREPLAGE ELEVATIONS/SECTION � � � � � Section Cut Reference Detail Area ReFerence FOM face of masonry RN right hand FOS face of studs R riser A8.11 FIREPLACE ELEVA710N5/SEG710N � � � � A8. 12 LOBBY A ELEVATIONS � � � � FIN finish (ed ) RES rod md shelf A8. 13 LOBBY B ELEVATIONS � � � � FF finished floor elevation RD roo{ drain � FE fire axtinguisher RFG roofing A2.0 PARKING LEVEL PLAN � � � � � � '� � � � AB. 14 TYP. ELEVATOR LOBBY � � � � A-B3 �. FDG fire department connection RM roan A.2. 1 FIRST LEVEL PLAN � � � � � � � � � � A8. 15 PARKING b STORAGE ELEVATIONS � � � Y PNC fire hose connection RO rough opening A2.2 SECOND LEVEL PLAN � � � � � � � � � � AB. Ib INTERIOR DETAILS � � � E L. ECTR I CA L ISSUED FOR: DATE: FEC fire extinguisher cabinet R/5 rough wwn A2 .3 7HIRD LEVEL PLAN � � � � � � � � � � ELI ELEC. LEUEND NOTES LIGNTING � • � � � � Elevation Reference Elavation Symbol q2.q POURTN LEVEL PLAN � � � � � � � � � � FIXTURE SCHEDULE TOV PEC SUBMIITAL O1-31-05 FPL fireplace (5) sealait (exterior) A2.5 ROOF PLAN � � � � � � � � � � EI .2 ELEC. SITE PLAN � � � � � � � STRUGTURAL o2-,4-05 FP �ireprooFing, sprayad SHTG sheathing A2 .6 REPLEGTED GEILING PLAN � � � � REVISION FLG flashing SM sheet metal � � � 50.01 GENERAL NOTES � � � � � � E2.0 GARAGE ELEC. PLAN � � � � � � PEC 02-28-05 FLR Floor (ing) SIM similar A2J REFLEGTED CEILING PLAN , 1 1 FD floor drain SC solid coro `� � TYPICAL GMU d FOUNDATION DETAILS � � � � � � E2. 1 FIRST FLOOR ELEG. PLAN � � � � � � py.p A2.0 FTG Footing S south " 4 50.03 7YPIGAL STEEL DETAILS � � � � � � E2.2 SECOND FLOOR ELEG . PLAN � � � � � � 50% DDprogress 03-07-u5 FND foundation SPEG s cification s A2 .10 UNIT AI01 � � � � � � 50.04 TYPIGAL MTAL STUD DE7AIL5 � � � � � � E2.3 THIRD FLOOR ELEC. PLAN � � � � � � PECREVISION P� � ) 03-15-05 FBO furnished by others SQ sqyare A.2 . 11 UNIT A102 � � � � � � E .4 FOURTH FLOOR ELEG. PLAN � � � � � � Detail Gut ReFerence Large Area Detail Reference FUR furred (ing) STD standard A2.12 UNI7 BI01 � � � � � � 52.01 FOUNDATION PLAN � � �� E2.5 ELEC. ROOF PLAN � � � � � � PEC REVISION 0318-OS GA gage, gauge ST stain A2.13 UNIT BI02 � � � � � � 52. 11 FIRST LEVEL FRAMING PLAN � � � � � � 100% DDSET Q4-06-05 GV galvaii:ed STL steal A .14 UNIT A201 � � � � � � 52.12 SEGOND LEVEL FRAMING PLAN � � � � � � E3. 1 UNIT ELEC. PLANS � � � � � � GC general contract (or) SD storm drain A2.15 UN17 A202 � � �I� � � 52. 13 THIRD LEVEL FRAMING PLAN � � � � � � E3.2 UNIT ELEG. PLANS � � � � � � DUPLEX UNIT - progress Oq-28-05 GL glass, glazing STR structural A2.16 UNI7 8201 • � �i� � � 52 .14 FOURTN LEVEL FRAMING PLAN � � � � � � E3.3 UNIT ELEG. PLANS � O � � � � 1 12/31/1999 GYP BD sum board TEL tela hone A.2.17 UNIT 8202 � � � � � � 25% CD SET 05-06-05 9Yp p E3 .4 UNIT ELEG. PLANS � � Revision Symbol NDW hardware N television A2.18 UNIT A301 • � � � � � 52.21 ROOF FRAMING PLAN � � � O � � FlNAL DRB SUBMITTAI OS23-05 HDR header TNR threshold A2.19 UNIT A302 � � � � � � E4. 1 ELEC. ONE- LINE DIA RAM 4 SGNEDULE O O � O � � Revision Cloud HTG heating 7EG tongue md groove A2.20 UN17 8301 � � � � � � 54.01 BUILDING A STAIR E ELEV. ELEVATIONS � � E4.2 ELEG. SGHEDULES � � 50% COSE7' - progress 06-03-05 HVAG Fxiating/ventilating/ TOSL top of slab A2.21 UNI 30 OW � � � � � � 54.02 BUILDIN B STA�R � ELEV. ELEVATIONS � � 75% CDSET 06-30-05 1 P1 air conditioning ?OS top oF steel A2.22 UNIT B30 UPPER LEVEL � � � � � � E5.1 ELEG7RIGAL DIAGRAMS � � � � � � NT halght TOW top of wall A2.23 UNIT A401 � � � � � � 55.01 FOUNDATION DETAILS � � � � 90% CDSET - PERMIT 07-2�-n5 4 A2.0 2 � P� p NG hollow cora TB towel bar i 55.11 FLOOR FRAMING DETAILS � � � CP1 HM hollow metal TR transan A3.1 BUILDING A ELEVA710N5 � � � � � � � � � � 55.12 FLOOR FRAMING DETAILS � � � 100% CD SET- PERM17 09-16-OS 3 P HOR hori:ontal 7 traad A3.2 BUILDING B ELEVATIONS � � � � � � � � � � 55.13 FLOOR FRAMING DETAILS � NWN hot water heater TYP typical 55.21 ROOF FRAMING DETAILS � � � Interior Elevation Reference Fixed Finishes Reference INGL include (d), (ion) UNO unless notcd otherwise � coPVaicn� i000 A4.0 E-W BU ,LDING SEGTIONS � � � � � � � � � � 55.22 ROOF FRAMING DETAILS � C MORTERARCHITECTSPA ID insida diameter VB vapor barrier Qq,l N-5 BUILDING SECTIONS: BLDG B � � � � � � � � � � 55.23 ROOF FRAMING DETAILS � IHG installed by contractor VIF veriFy in field IBO installed by owner VERT vertical A4. N-5 BUILDING SEGTIONS: BLDG A � � � � � � � � � � INS insulata (d), (ion) VCT vinyl composition A4.3 WALL SECTIONS - BLDG B � � � � � � � A4.4 WALL SEGTIONS - BLDG B � � � � � IN7 interior WG water closet Qq.5 WALL SEG710N5 - BLDG B � � � � � JG jmitor's cfoset W water prooFing A4.6 WALL SECTIONS - BLDG B � � � � � PROJECT#: 0310 KIT kitchan WWp welded wire fabric LAM Ivninate (d) W �5{ A4.7 WALL SECTIONS - BLDG A � � � � LAV lavatory W width, wide A4.8 WALL SEGTIONS - BLDG A � � � � SHEET 71TLE: 7f7LE SHEET LH IaFt hmd WDW window A4.9 WALL SEG?IONS - BLDG A � � � � L length WO without A4.10 WALL SECTIONS - BLDG A � � � � WD wood A4.11 WALL SECTIONS - BLDG A � � � � WPM waterproof inembrane - ■ - - --- _..._ . __ .. . . _.._. _ ..... _. ._...---..._. _ ..—._ _ . , I _ — — � (y ` �I � - - �I .. .._.. - - '��1` � 99 , � 0 0 ' IAME � ORTER I i � * * I � - 7 7 ' � � r ' � � � \,1�� G~i — � --��CN�� --- .i , I I -- - --� i �Sp(�j�, - ----- -----.. �?p,yTq� I � � � I , , f-- � �. �' � , ' � � � �; ,, '�Oqo� �, i � ; x ii i � � V � ; � i °� � � � o � o � ! � , i III � 4 o .- L� i � � � r m I Q L � � �IL — �l a o u� q r I L- - - - - - .— _ — _ - - . __ I F.�. 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OGGUPANGY C USE SEPARATION ( � � � � � li� � AND CORRIDOR 1 . GROUP R-2 TO 5-2 � 2 NOUR FLOOR/GEILING ASSEMBLY (TABLE 302 .3 .2 t 508.4) `� }�' o � o � !, �� 2 . STAIR t SHAF7 CONS7RUCTION � 2 {�OUR RATED ASSEMSLY ( 101Q . 1 ) I w Q � � n � i� 3 . FIRE PARTITIO NS • GORRIDOR � .5 HOUR R A TI N4 (T ABLE 1016 . 1 ) LL j4 . H O R I Z O N T A L A S S E M B L Y B E T W E E N R E S I D E N T I A L U N I T S ■ .5 +�O U R (7 1 1 .3) � z � c g � � � I � � g . � � (�1 � •- = o 0 I � N o 'mr� n E _ N (A > wrn /� R WALL IH D . GONSTRUGTION TYPE I d,� , ASSEMBLT WHERE 1 . TYPE 1 -H � PARKIN4 LEVEL ; U SEPARATION IS 2 . TYPE II -8 I FLOORS ASOVE PARKING LEVEL II 10'-0' OR LE55 ' � E . FIRE SUPPRESSION I I . FULLY SPRINKLERED AS PER SEGTION 903 .3 . 1 . 1 (NFPA 13 ) I � X 10 W N O NIN PROTEGTION I I F . E TER R ALL A D PE G i e FOURTH LEVEL CODE PLAN I . WALLS W/ FIRE SEPARATION DISTANCE, LE55 THAN 10 FEET i . A-1.B NOT TO SCALE SHALL NAVE 1 NOUR RATING . � o • 2 . OPENINGS SHALL BE LIMITED TO 15% PROTECTED OPENINGS � � �I BETWEEN 3 t 5 FEET. 3 . OPENIN PROTEGTIVES NOT REQUIRED AS PER 704. 12 EXGEPTION . � I G � � II � G . ALLOWABLE BUILDING AREA AND HE16iHT5 � '0 1 . ALLOWABLE NEIGNT TYPE II -B � MAX 4 STORIES, 60 FEET •� - r - - 2 . I -B MAXIMUM BUILDING AREA � 79 000 SF PER STORY O I � I ' 3 . II -8 MAXIMUM SUILDING AREA � 16 000 SF PER STORY � � __.� i�..,, UNPROTEGTED OPENIN68 SHALL BE __ ALLOWABLE W/OU7 MODIFICATIONS) � a � < � LIMITED TO 15X Of WALL WITHIN 3 I �:�. \ - �� . 4 . THIS S7RUG7URE SHALL BE CONSIDERED ONE SUILDING ASOVE THE I � � ._ :_�� ' �; � TO 5 fEET OF PROPERTY LINE. r �4 i �� PARKING LEVEL . (704 .3) � J � • ALL VERTICAL , . � ' `` �.-�-, � ' . re SHAFTWALL�EMBLT ------ - - -------- TOTAL WALL AREA �; � � � , 5 . PARKIN4 IS EXEMPT FROM SUILDING AREA AND HEIGNT CALCULATIONS . � � I II �^¶ �� _ i � I � - � 6 . PROPOSED AREA CALGULATIONS A5 PER ISG.. FOR GRFA AREA ' (WITHIN 3 TO 5 FEET) ■ 1630 S.F. � � J_ �, � , � li �! 1 � , ✓ n � �*��r� �- i � � '' , I GPARKI G I�EVE SEE SHEE7 A- 1 .2 15 685 S . F . II - I T07AL AREA OF OPENINGS ■ 169 S.F. „ li OPENING AREA • 10.4X OF WALL ;��Ir_�1. . '� FIRST LEVEL A!B � 5, 358 + 5, 670 � 11 , 225 S. F. � � � ' ---� '` C i__t �,I-�v'' � /,. � ) �' w L e. � � � ; I�° � �J �,J �i�- � ''� _�_i _� ,� � � � SECOND LEVEL (AdB) � 5, 555 + 5, 670 � 11 , 225 S. F . 0 , � � 1r ', 1/�-HR WALL A55EMBLY TNIRD LEVEL (Ak8) � 5, 555 + 5, q70 � 11 , 525 S. F . O � HETWEEN RE51DENtIAL ' UNPROTECTED OPENINGS SNALL BE '' I�"„ _ i�� _ FOURTH LEVEL (AdB) ■ 2, 825 + 1 , 860 � 4, 685 S . F. I !� _ _ ��.� � LIMI7ED 70 25X OF WALL WITNIN 5 �j � l�'� UNITS AND GORRIDOR TOTAL BUILDING AREA � 54, 345 S . F . _ II II 70 10 FEET OF PROPERTY LINE. -�-- �I f' _\ , C , -: � � L-- h � - - - �I� - TOTAL WALL AREA � ! � � " �` \� � H �COGGUPANT LOAD FAG70R FOR RESIDENGES � 200 5. F . �I `! � ❑ � . .1� _, � �� ; � j__.. (WITNIN 5 TO 10 FEET) ■ 590 S.F. L.� �< 2 . OCGUPANT LOAD FAGTOR FOR PARKING C�ARAGE � 200 S . F . I � � , �% TOTAL AREA OF OPENINGnS ■ 144 S.f. �� 3 . OCCUPAN7 LOAD GALGULATION : I � � I OPENIN4 AREA ■ 24.4i OF WALL 1-NR WALL A59EMBLY PARKIN4 GrARACaE � 200 GRO55 SF � 78 I i � � � WHERE SEPARATION 15 LEVEL I RESIDENTIAL ■ 24 I BLDG A + 24 �ID BLDG B � � � �� 10'-0" OR LE55 LEVEL 2 RESIDENTIAL � 24 0 BLDG A + 24 � BLDCw B � ' ° LEVEL 3 RESIDENTIAL � 24 ! 6LDGr A + 26 � BLDG B � � � LEVEL 4 RESIDEN7IAL � 10 • BLDG� A + 7 � BLDG 8 � � I . MINIMUM EGRE55 REQUIREMEN75 � � ' 10 BUILDING CODE ELEVATION 5 THIRD LEVEL CODE PLAN 1 . RESIDENCES < 2, 000 S . F . REQUIRE ONE I"IEAN OF SUILDING� EG�RESS � A-1.8 Norroscn�e 2 . RESIDENCES ) 2, 000 S . F . REQUIRE TWO MEANS OF r�UILDING� EGRESS n-+.e NOTTOSCALE 3 . MIN . WIDTH OF EGRE55 SHALL BE 44" AS TOTAL OGUPANT LOAD DOES � � � ' NOT EXCEED MIN . REQUIREMENTS . J . PARKING REQUIREMENTS �} 2-HR fL00R SEPARA710N BETWEEN i . PER P. U . D. : 2 SPAGES PER UNIT < 2, 000 S . F . O V O RESIDENTIAL UNITS t VERTIGAL 2 . PER P . U . D. : 2 .5 SPACES PER UNIT ) 2, 000 S . F . � �A� 6 UNITS > 2, 000 S. F . X 2 .5 � 15 � 7 UNITS < 2, 000 S. F. X 2 .0 � 14 TOTAL REQUIRED PARKING ■ 29 SPACES Q \ I/2-NR FLOOR SEPARATION � * K . ACGESSIHILITY REQUIREMSNTS Q T. .. .__�� i � t . ALL UNITS SNALL GOMPLY WITH TYPE B ACCE5516LE DWELLIN4 UNITS AS PER BETWEEN RESIDENTIAL UNITS / i ' 2-NR WALL A55EM8LY T •.. ` , ' � � ALL VERTIGAL IBC 1107 .6 . 1 .2 1 AN51 A117. 1 - Iq98 . .:� �-. - - >. . , � � _ _T � "� ' � �� °- � " � 2 . EACH UNIT SHALL HAVE ONE DESIGNATED AGGESSIBLE BA7HROOM WHIC+� � Q _ , ' ' " ` j� � � ' � SHAFTS TYP - s � � -" , ,� I'�, : � �'�" � ' I �` �" /�; ,� ? � � GOMPLIES WITH OPTION 8 AS PER 1003 . 11 .3 .2 OF AN51 A117 . 1 - 1998. � . / i y . � ryp r :_ , .�,� -- _ �. 2-HR WALL SEPARATION � ALL � _ � � ' ''y �_� \ � ; .� � �� /r1 , � � T� i �J� � . . ... . . .. � ___ _' 1 � .i . , - . . ., . . . . __.. � � -- . � � � � � . � ; . I ^ h, , � �iaJ �rr � i ' I ' � - VERTICAL 9HAFT5 ,� � , r, ,q � "� ,/ , , '' .a I/2-HR WALL 0 ! I� � i j � � I, , � .\ -- i Z ! Yl � L- �I �.= A55EhBLY HETWEEN ` � �: � - - '� : �: :�� :. �'" .� , RESIDEN7IAL UNITS `��`� � r � f � � ,. ' A , I \ __: � � �j`i'� ' � AND CARRIDOR W q, ,� ,. . ■ ■ ■ ■ ■ ■ ■ ■ ■ . ■ 2-NOUR RATED ASSEFBLY: � � } � � I -=- 5-2 1 R-Z OCGUPANCT - -- � �' ,,- . . �- ��I k � . 2-HR FLOOR SEPARATION BETWEEN � / ' _i � .-- � I ' '� - ��-- �� , :a- / s," ... i� � � PLOORS A9 PER UL N70B .; --- �;-'� .. '. y �' � '' � � � � � ;� �r '4 � , ' WALLS AS PER UL U419, U411 1 U49Z, IGHO 7ABLE � � � ,. � � _ . ._. . ..._ .. ",y� �? 721.3.2 OR A5 NOTED ON SHEET A-6.1 - - . _ � .. GONSTRUCTION TTPE � 11-8 � C,,., � � � � - . � � ' ` i J " y � (ALL DOORS IN TNIS WALL SHALL HAVE A � 4�..,..!... � � I - - �Ir -- --- - � j L I-HR WALL A55EMBLY 90 MIN. RATING AS PER IBG TABLE 715.8) I ' i � - .r _ � � 'i \ < ' ' - CONSTRUCTION TTPE � I-B (. �;> .,. ' WNERE SEPARATION IS Z � ' � . _�� L� , ,,,�° , / ,_ � � , � � � � I -NOUR RATED ASSEMBLY: -- , '=--. - - -. , 5 � �. . -.: ' ..- - - ---J --. :.I- -I'-.--. -- �.. 10 0 OR LE55 FLOORS AS PER UL N70B � , WALLS AS PER UL U419 / U46'5 W � � ' -- - CALUMNS AS PER UL X526 ' (ALL DOORS IN 7H18 WALL 9NALL HAVE A � 4 SECOND LEVEL CODE PLAN 20 MIN. RATIN, A5 PER IBG TABLE 715.3) � � s BUILDING CODE SECTION � O ' n-� .a Norroscn� n-ts NOTTOSCALE � , � , � , , � I/2-HOUR RATED A55EMBLY (A5 NOTED ): . FLOORS AS PER UL N70B (I HOUR) WALLS 4 CALUMNS AS PER IC80 7ABLE 721 .6.2(I) � � (ALL DOORS IN TH15 WALL 5HALL HAVE A � I-HR WALL SEPARATION BETWEEN 20 MIN. RA71N4 AS PER IBG TABLE 715.3) CORRIDOR 4 RE5IDENTIAL UNITS T Q � i I-HR WALL A55EMBLY WNERE � � Q ---_ -- ' - _-�:, 5EPARATION 15 10 -0 OR LE55 ,:. .,.� - .,,r �f-"� � _ . ..__-_ _ :'.: " . . . '� � �� . � _ 1 1 _ _ � ,Jr , --- -- ----- _ . � � -- I/2 NR PLOOR SEPARATIQN ��_ ��/ � ' z� 2-HR WALL A55EMBLY � --- -- �, - -�- r j •\ :; - -- ? - - � BETWEEN RESIDENTIAL UNITS M� . . ��=� _-- /" "" w . �° � �.i ALL VERTIGAL SHAFTS� � ._.._- . , _ ;. I, , � 1 � \ `� I� _ � �,- _. . ' ..:- r +i.� �� i� " ::; r TYP � ' � � r _ - .�- � I, � Ij , , _ , - -_ - - �, ' � � {- ,I� � -�-�- � �-�-- -,-. . �� --- �- ��` - r i� L - .- a � - � '�C `�' �r �� ,., O . � - - ��-- - - ^ .e � - - --- rn;�,,I� , �,-' � , I " • � - � w, _ '., , Ti = � . - I�- f , ,� -- I ' 2-HR FLOOR SEPARA710N BETWEEN fi I ,.� -� h � ^° ` ,� , �% �y' \ ; ' --- �� II � � -� ' li� , � ,.� � � «� . � II �' - �'---- S-2 1 R-2 OGCUPANGT � i_�'� - ' r- � ,_ ,_ -,� �/� a`" .y. � � � . , ^r. ' � ' -- � ; - '' . .�.._�, ��G,:�''��,.�,Il� ,.L ` I-;• -- ---- �1" -.. _ ._..._. ------ _ _ _ � -�..-�..1..-... ..� � , _ � ' -, , _ _ ...:ii _ � ,.... _ : ;_.a.. '__ r � ,:�'„�� ,..,.. '� - �G�.:;r I/2-HR WALL A55EMBLY I - _. - .- - �.- - I ---- _-� � _ --,�_, - �:,� ��3 -` � ,-__ -T_� - , . � ! � .. . � �,..' � h . .: BETWEEN RE5IDENTIAL `, � � � i T � � � _ _ � �,•-�- �- �� , � ---- � .. � _ � � , ,, ,, _ � � r � �� i � � � � �- � ��- . � � R i �_, I �F____� R I � �, � d � ' ' "�� -=v . ��'* r.�" � UNITS AND GORRIDOR - - . _ _.-- 7H 17 DISGHAR6E 70 PUBLIC � { . - -! ? � ,.� , � :. .. .. .._ _ _-._ � /,, a ,�. � � PA OF IX � - --�"_"'li,�.,�.,_L�, .. ,-._"rr",�'..#`_ _ : ` �� ' ._- I -::11--- _ I � ^ - � I - R =- R� I--. -- - � _ _ � ' r, .... � I . . ' �.... '�I " , _ .. -- - - ---- DISGNAR4E SNALL BE MAINTAINED �� - L_ � ' ` //j..;�, , � - - -- WAY FROM NOR7N STAIRS. D(It F._T__ _ - r ` � I� . T . . i �ll � � i _._ �I � ' I � � r - N .�. .. -�._ .�� :. .. . t . J ,. � d = ,_... �:, ,1 , , - _ _ _ O . � _I � , _-_ �- - , I� -- �I Ir � I: ��, �� I GON57RUCTION 17PE ■ II -B • , . , � � - _ --- __.. FOR SNOW REMOVAL AT ALL TIME5 PATN OF EXIT DISGF�IARGE TO PUBLIC ' w �� ' �- -- __ _ . _ _ �■ . s ��.��.,�,�. .� trlr��. .�a. .r r. .�� r �� ^� A5 _PER CANDOMINIUM 4UILDEINES. WAY FROM NORTH STAIRB 9NALL USE � �� y�' ' � ' ° � __ � � �' ° �� , , �, ,� � . _ _, __� ._ , � � _ + � �__ _ _ . .�� I -- � I�a�r�r�. �I w�.wrw� w��A� w w ir;.��. . ��# � ,� w w ws�� _s M � ,.._.. . �7i�a� �,�.,.. _ I ;� �I �. � _. . - -- ' � THE ADJAGENT PROPERTY A5 PER * - -•- �� - �- 1 _... .. � -. .� � - -- i CONSTRUCTION TYPE ■ I-B ` _ I - _ �+� - ' -- � 5 I L�.. . _ _ ._ IL1 =_ . '� . .'=�-_ _ - --- - l _ [ . ,, _ :_ � " WHER SEPARATIONL 5 SNALL BE FILED PRIOR TO G OF 0. \ _ � _ - - � 1 -. .- ---- -- ---- _ -- --- - -- - _. � _ _ _ - i� _.. _-_- . .-_. - - 10'-0" OR LE95 ` ` s- __. . ..- � I I -- \ \' ISSUED FOR DATE -- _ _ _ __ _ _ __ _ _ _ _ _ ___ _ _ _ �. ' i _ _�.__._ � "�`•. . . I . . l�/ ��, i �/ �. '`` �`` .��' \� TOVPECSUBMITTAL 01•31-05 /; / ' ' % , �/ � : / �`•. ��. REVISION ---- 02d4-05 _ e BUILDING CODE SECTION 3 FIRST LEVEL CODE PLAN - � , � , - �` ---- -- - --- -- \ � � , �, ,, ��, \ i A•9 .8 NOTTOSCALE M7 .8 NOTTOSCALE \ � /i % � � � !.� � /�/j / �/• : � �� /•�// �/ % �% `�T� � � PEC--- .._..--- -- -- 02-28-05 �, . �, / /i� .. , � , , ' �/// ,Ci i � � . � . � � /� . .�% � / I�. �. . ., , ��' ,xxc,�� f,� , , � ' i . " !�j, ii,' � � i �/ l� � ' 50% DDV�� 0&07-05 i il � ..., \ , `aT� i/��/ � H �//� : ' ;� , � ,, � , --- --- --- •`' �/ , i • � , ./ /, � � i i , � , ; j , ! 0&15-05 �� , / :. . i i �� . . i ii „ i/, . i .i � � . 'Y � �/ . , , � ` ,..., . i ; II AREA OF RFfJUIRED B�_�' �= !� / , ' � / r� . � . . ' j�/„ � , � ' ,/ .� ; � ; PECRE --. _ - ---- % ' �.' ' 'i / `. PEC REVISION 0318-05 MINIMUM GLEARANGE FOR � � � ��C� x ; i; r•�j !� i'/ ; / �i � ,,.. AGCESS 70 AGGE5518LE � \ ` `� ' /%�% // / � / �� . � � � , --- --------- ' . \ \ " � ��r � „ . �� i � //Y/� �! / ! �� n ;� �. 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' %� */ ....... ... ....... �� ... � i � p` � I i� � L � , , � ; � , � � �� ....,., �, � . � !XGlPTION � ' � � � ' : , � � / � .....- � ; , ,� � �V � /i � C � coPVaioHr z000 '`-� �`T i � ,. , . ...... � i I � � ?.. � / � . I, I r � I . t' l .. \ � � // � i�% \... .� MORiERMCMRECTSP.C. . I . . i / �' \ i / . _ / ; , 1 �. � iH -e �e • x a � , ,. �j ., 4 �n � F : I- 1� � _ ^ I � � � , , '/�.1�� , ,. . , . � � ' .. ......., �`� � �+\ �lil i�l I � _.. � , �� i ' �� ...., .. . ........., ' Y � \ .............. � � � � � '_'_' '*� 'I ♦ ��\ I ' '' ' i / 1 ♦ T \ � u �I � �. , I ♦ .._ I � 'I ' ,i �__-� 11`_-_ (�l 1� \��y �. � ...... �� x�l' � \ .. `.i � \� / � �. , \� �^° I �, i. L / � � "..�\ ....�, „ .. .... � �i. �' , / � ♦ \ / / I _ �� \. . ,��; .\ f' ' / � ' ' �v.. � �' f � I-NR RATlD WALL A86Q�lLT / ' ��''> ,� / " \ ��...... � � .� � . �.:: ' . .:.;,...� �... . `...�....., � ' , �y cniN.�rrwcw coaacoRS t aRaECr�• �r� ..� � „r --�- '; aeioo+rin� unrce , . ; �. .. , , � � ; . / � ` ... I' � r ' 03�0 �� R � �N� � �� 2-HR WALL • .. . rJ � ` �... . ll �"• �/r.... / l � � ��i.... \ ... \ ��\ � \/ �.. F . , i SHEET TITLE: CODE SUMMARY ' ELEVATOR /YE�LEV. �' � - J� ��. ., .,, \ . ,.. `. .....,, . , \` ..� +`�\/�x�. ;t . I II MAGHINE ROOM >�� .�:J;7 ' ,�` _:..� �. , I� � _ �� EXIT SEPARATION DIAGRAM 2 PARKING LEVEL CODE PLAN 1 SITE EGRESS DIAGRAM '� I, A-7.8 NOT TO SCALE A-7.8 NOT TO SCALE M7 .B NOT TO SCALE j _._..-._-_.-_....-_..... . . . . . . .._......__...__ _. -..._. ... ... . .. .. ... . ........._-- _-_--- . .. . ... . .... .... . .....___...__. . . .-_. . .__ _ _....... ... . .... .. ......... .... ._. . . - ...__...._.. .... . . . . . . .. .... . .._ .. . . . ._..._..__ ...._- . . . . . . _. _. .-.- -_ _ ._.-... _._.- .._. ..... . .... . . . .._...... . ... ._. .. .._....._.._ .. . . . -. _.-. _--.._� . ....___.._-.. WIIIIIIII I I I I IIII II Z mN � Z a'm � . a � �� CASCA � E VI LLAGE � �� w W$ � QIIIII�� Z m3� TOWN OF VAIL COLORA � O �, , z �W � , � � w a . TOWN OF VAIL QENERAL NOTES: S E PTE M B E R 2005 G�WEST COMMUNICATIONS 3TRUCTURAL �o SPECIFICATIONS= �� ' 1 . Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479-2158. Obtain all required building �,,,..+'� : ` `� � Iy,Q • •S � permits through the Town of Vail Department of Community Development, 75 S. Frontage Road, Vall, CO3 81657. ,•- ..,..-^ � , .,. �� eap0 � , �� 6°� wao�o o ;C : � 2. All contractors shall be licensed to perform work with(n the Town of Vail. Obtain and pay for contractor's Iicensa at the Town � w ; s�° • °f °� ° �`� � : ,:^` vjp0 s� � � NOTE: Qweat Speciflcation notea provfded by Oweat. Some notee may not be applicable to thia project. .�N� �,• �-; �fl�y�b p� )0� ��•• � of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO 81657. ' � � � . CONDUIT: 0��"' { ,� r7A�i7C.R � [�+v i� 3. The controctor shall obtain all necessory standarda, speciflcations, permits, bonds, etc. from all applicable agencies prior to '� � �rM^"r� 0 64 �' � �� h«,y, �MO i� W commancement of construction. '^' °�' .... °� ,�� „ A. All condulta oro to be equipped with minimum J!" polypropylene pull Iine. ,� � APAf2.Ii�AENTS 4. The public and the Town of Vall will havo the right occupy the public Right of Way and adjacent facilities during the entire „� ��0 � �"'� • s�ao �sp°�a ,,.r�"''�,,,w.� B. All eonduit bende are to be ateel eweeps or no leae than PVS Schedule-80 fully encased. Long radiva aweepa are to be uaed period of conatruction. Perform site work operations to minimize conFlicta and to tacilitate use of the premises and conduct of ,�+'' ,� � S,�✓` �r+'°�, ,rf"' In main trench aectiona. Standard radiva eweepa may be uaed at cloeure locationa. normal operations. �e �,.*�" ?� � � C. All conduit runa are designed on the basis that eoch aeparate run wfll have no more than two (2) 90' benda wlthout the 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and speciflcations set � ' � • pp op y pull box. forth in the Town of Vafl Code, Development Standards Handbaok, Construction Details and applicable atate and federal regulotions. y�oo uso �^ insertion of an a r riotel sized • Where there is conflict between these plans and the specifications, or applfcable standarda, the most restrictive standard shall • �+, ° �{ j� D. All conduita wlll be PVC Schedule-40 or better unlesa e ecifted otherwiae. If eteN or iron i e la uaed between the buildfn apply. All work shall be inspected and approved by the Town of Vail. � +� ` �r �C„ � � and the ro ert Iine, the i e muet be ke t free from contact with an reinforcin eteel or other conductoro wkhin the buildn �� ,� � '� �`� „w.+"'� foundation well. Y P P P Y 9 9 � 6. All references to any published standards shall refer to the latest revision of said standard, unlesa apecifically stated otherwise. �M��^ '�'. M /�� +jp0 ¢ � � � *y � � - �,{/�/ • b� � �P � E. Condult(s) wlll be fumlahed and Inatalled by controctor for the exclueive use of Owest Communicat(ona. 7. The engineer who has propared these plans, by execution and/or seal hereof, does hereby affirm reaponsibility to the Town of f � yea � �p Q a �8 �. Vail, aa beneficiary of soid engineer's work, for any errore and om(ssions contained in these plans, and approval of these plona by �S � e F. Conduit(a) placed in the same trench with power eupply conduetora/conduita must be seporated by a minimum of 12' of � the Town of Vail Engineer ahall not relieve the engineer who has prepared these plans of all such reaponaibility. Further, to the ' ^ ,P a compacted aofl or 3" of alurry encaaement and have minimum depth of cover of not lesa than 24" on private property and 38" of _ extent permitted by law, the englneer hereby agrees to hold harmleea and indemnify the Town of Vall, and its officers and + dA°. � °�� r a cover at the property Iine. employees, from and against oll liabi�ities which may arise from any errors and omisaions contafned in theae plans. �' ��++'`�j m ��oo ,. « �a (�`°*� ,.""``Y �'" j USPS POST ,, � 'M► �3 ��s� G. Conduita, laba, water/gas pipe, flex conduit or plumbing ftttinga ehall not be deemed acceptable for, use by Qweat � 8. All sanitary sewer, atorm aewer, ond woter line constructlon, os well as power and other "dry" utility installations, shall "ti+' �� f;,,r ' � �o • communicationa. conform to the local utility entities stan2fards and specificaUons current at the date of approval of the plans by the Town of Vail. � ��,! / �� 2. SPLICE VAULT/MAINTENANCE NOLES: � m � + � �� Q� a � � ' A. All aplice vaulla and maintaining holea are to be equipped with laddere and cable racking materiale, os may be appropriate for 9. The type, slze, location and number of all known underground utilities are approximote when shown on the drawinge. It shall be oo ' � �4 • apecifled size and intended usage. � the rosponaibility of the contractor to verify the existenee and location of all underyround utilltiea along the route of the work v ,�. ` �,y e � � ,� V q0 � � befare commencing new construction. The contractor sholl be reaponsible for unknown underground utllltiea. ,aR '� �a .ntt � �� s �s.- i*. 10. These drawinga represent only the approximate location of utllities and are included only for the convenience of the contractoa � • � �pt� � � � ,� � � • � � 1 . A�n1y�itema that deviate from theee apeciflcationa muat be cleared with the Qweat Communicatfons Engineer prior to the change Contractor ahall be responsible for locating all utilitlea, pipea and structures. Contact utility notiflcation center of Colorado � r O � ,,,� befng made In the fleld by the Premiees Owner/Developer. (800)-922-1987 to looate underground facilities. Contact Town of Vail for additional locates (970) 479-2158. Contact Eagle + �sa � • River Water and Sanitation Diatrfct for additional locates (970)-478-7480 ext. 114. Utilky locates to be performed ot least 72 --. ..�r.,,,, � * ° 2. ConstrueUon work on telephone eupporting structure musk be comolated and in�oected 30-d�_orior to the date that hours prior to any conatruction activity. Contractor shall ensure thot work preformed in the proximity to utilitiea ahall be � � �� permanent telephone servlce will be required. Should Premisea Owner/Developer fafl to meet this time frame, Qweat according to the requfrements of the requirements of these agencieo. The contractor ahall notify the owner s repreaentative of • ��so �° d � Communicatfons ehall not be obligated to meet the tentaUve in-service date and shall be allowed the full 30-day period within any existing uUlitfes which may interfere with the propoaed work prior to conatruction. The contractor shall repoir all exiating � � �� * which to schedule and complete all of ita wwk that may be assoclated with thie project, commencing at the point in time that � utilities to remafn which are damaged during construction ot no additional coat to the owner. ,rr�'"' � � + � � qf , , �' m • � the Premiaes Owner/Developer has me! the requlalte struetural Inepection. Q M' � ( ' I 11 . The contractor shall coordinate and cooperate with the Town of Va(I, ond all utility compan(es involved, assuring that the work e+° � * r► s+b0 ° � 3. For Initial/flnal inapection call Bart Garner at leaet 48-houro in advance. W ia accomplished in a timely faohlon and with a minimum dlsruptlon of serv(ce. The contractor shall be responsfble for contactfng, � in advance, all parties affected by any disruption of any utflity service as well ae the util(ty companiea. s� e�° �° � �„� Y °, ' ,. ' 12. A Stote Construction Dewotering Wastewater Diacharge Permit ia required if dewatering ia required in order to facilitate � ,� S a+p0 � �„ � � WATER NOTES• � constructlon or if any water is diacharged into a storm aewer, channel, irrigatlon ditch or any waters of the United States. s,$ PRO C �� `$ � � Q �" � s �,, 13. The contr ct r h a o s all aubmit for approvol and comply with all terms and conditions of the Colorado Permit for Storm Water �S�14� i� Diacharge (Contact Colorado Department of Health , Water Quality Control D(vision, at (303) 692-3590) Q$ the Town of Vail Storm so+0 �,�.*�� 0 • Q ` Water Discharge Permit (Contact 970-479-2333) wh(chever is deemed neceasary, the Storm Water Management Plan, and the d' ° VA�. CASCAD� � • water eonatruction shall conform ta Eogle River Water dc Sanitatfon Dlatrict'e standarda ond specfflcotfona. Eroaion Control Plan. ` • , � ! � . 14. Contractor ahall rovide and maintain a ��P� A�� h All matertals and workmanehip ehall be aubject to inepection by the dietrict and/or its repreeentatives. "The dietNct reservea p pproved erosion and sediment control "best management practfcea" (BMP) for the � �»^� � � � * � t e rfght to accapt or reject any materiale and workmanship that do not eonform to dietrict atandarda or epecfflcations. U � project duration. Contractor shall fnspect BMP's weekly and after every procfpitation event. Contractor shall document inapection 1.+�' �' � � ond make reports available upon request. Accumulated sediment and debris ahall be removed from a bmp when the sed(ment level �°� i � 3. ERWSO and Alpine Enginesring Is to be notifled by the Contractor at leaet 48 houre prior to any water Iine conetructfon for a reoches one half the bmp heights or, at any time that the bmp functionality fs adversely impacted. All neeeasary maintenance and 4 ,,,,,r +' Q e p proconstruction mesUng. W repafr shall be completed within 48 hours of identification, unleas otherwiae agreed upon. � �».,,,4 M�yr►"'� t+. } �p « �jp0 ° • ' �, � ' 4. Compactlon of all tronchee must be attained and compaction teet reaulta aubmitted to the Owner and Alpine Engineering prior � 15. The Town of Vail ahall not be reaponsible for the maintenance of storm drainage facilitiea located on private property. yo h to oece tance. All i e shall be conatructed with f e beddfn ae shown in the watx lana and deta(le. If trench conditione var Maintenance of on aite drainage focilities shall be the responaibility of the private owners. j0 'G+ '�� P P P P P 9 P Y Z • or if rock or water is encountered, Alpine Engineering is to De notifled prior to proceeding with conetruction. A clasa 6 road base � � �� ~� • � �' bedding Ie required in certa(n aroas. Refer to the plane and proflles tor bedding locatlona. O 16. The Town of Vail aholl not be responsible for any damage or injuries austained as a result of the construction of thia pro ct o �.✓� as a result of groundwater eeepoge, whether reaulting from groundwater flooding, structural damage or other domage. '� eo�e � �� 4 r 1� �e" � 5. The Contractor shall at all tfinee keep a eeparate full aet of controct drewinga marked up to fully indicote aa-built condttions. 17. The contractor aholl be rea onaible for insurin that no mud or debris shall be tracked onto the existin e000 • �'`� �P Said drawinqs ehall be provided to Alpine Engineering upon completion of the work. As-buflt drawinga will ba compfled by Alpine W U p g g public street system. � � � � • � Engfneerfnq prtor to flnal occeptance. Contraetor fe to provide ot leaat two tiea from h ical monumente to all Fltttn Mud and debris must be removed within 24 houre by an appropriate mechanical method (i.e. machine broom sweep, light duty � * �s (� p Ye ga, valvea front-end loader, etc.) or as approved by the Town of Vall construction inspector. • �o o n � • �¢° and manholee. � � � .,.+� ��w, ��` � � ji � "� � �K � 6. Water maina shall be constructed with ductile iron pipe, AWWA C151 . All water maina, flro hydrant Iinee and water aervice 18. The cantractor ehall notify the Town of Vail Conatruction Inspector (970-479-2198) 72 hours prior to the start of ony i �,w+� v" � o � � ``� fj � W linea ehall have a minimum cover of 7' unless noted otherwlae. conatruction. If work fs suapended for any period of time after initial start-up, the contractor ahall notify the Town of Vail of � � reaeon for auapenaion and eatfmated time of auapenaion. Contractor shall notify the Town of Vail 72 houra prior to reatart of � � ..° y� c � 7. All water mafna ehall be h rostaticall te�ted in accordonce wtth AMD standarda. Chlorine testin ahall be done in conatruction. � �y �. , y� c� ° �.$ acwrdance with AMD atandarda Y 9 19. The contractor sholl notify the Town of Vail Environmental Health Inspector (970-479-2333) at least 2 working days prior to � � � �" � � + � „�v � •� e 8. Provfde lhrust blocks on all waterline benda per ERNSD apectflcotions. the stort of any earth diaturbing octivity, or constructlon on any and all public improvements. /�'� u � ��% ['� • . 0._w �.++ �A' 20. The Owner shall be responaible for obtaining and aubmitting to the Town of Vail Conatruction Inspector material tests In `� i '" • � � � 9. Provfde 10' minimum horizontal or 18" minimum verUcal (with the water Ifne above the aewer Iins) aeparation between water accordance wkh the applicable standards and speciflcationa for all work within the Public Right- of-Way. If the final ��Q� � V �.�' � � w� and eewer Iinea or encoae per CGorado Department of Health requirements. soila/pavement deaign report doea not coneapond with the results of the or(ginal geotechnical report, the Owner shall be '�� jp0� ° � 10. Anglea of water Ifne benda are ahown only aa a quideline; all benda hcve not been identffled or dimenaioned, and additional � roaponsible for a re-design of the aubject pavement section. All final aoils/pavement design reports ehall be prepared by a ��r Q �/' a benda may be required during eonstruclton. licenaed Professlonal Engineer. The flnal report shall be submitted to the Town of Vail Construct(on Inspector prior to placement of � base and osphalt. 11 . Inatall 10 guage fnsulated copper troeer wire along the water mains, and cad-weld, per current ERWSD requirements. � 21 . Prior to placement of H,B.P. or concrete within the public Right af Way a mechonicol 'proof roll" will be required. The entire 12. Verify all exfating pfpe invert elewtfona prior to conatructfon. subgrade and/or base materiol shall be rolled with a heavily loaded vehicle having m(nimum eingle axle welght of at least 18,000 Ibs. Any subgrode/base aection exhibfting excesaive pumping or deformation as determfned by the construction inspector ehall be � reworked, replaced or modified to form a non-yielding aurface. The Town of Voil Construction inapector shall be notifled 24 hours 13. Provide os-built drawinga wfth (2) tiea to water Iine volvea, horfzontal and vertfcal Dende, aervice top tocotiona and curbs prior to a "proof roll". stopa. QENERAL NOTES� HOLY CROSS ENERQY CONTRUCTION , 4, A� 9 22. The contractor shall furniah electronic and hard copy reproducible As-Built record drawings showing horizontal and vertical y aervfce tap fees thot may be required as part of these propoeed utility inatallatione are to be pafd prior to makin the locations ond elevations of constructed improvementa including all utflitfes, and drainage appurtences prior to acceptance of the SPECIFICATIONS' connectlon to the main. project. 23. The contractor ahall video camere (N) all installed public storm sewer pipe pr(or to flnal paving and/ or other flnol aurface � • The Contractor shall conform ta all Town of Vail rulea, regulationa and atipulations wh(le aceeaeing through or working fn the treatments are completed. A copy of the vfdeo taping ehall be provided to the Town of Vall for review and approwl ond record Town. keeping. 1 . TRENCH AND CONDUIT 2. Alpine Engineering Inc., Town of Vail En9ineering and the Owner's repreeentative are to be notifled by the Contractor at least P P Y _• 9 q 9 48 houre rlor to on construction. r U U U U U U U U 24. The contractor shall be res onsfble for all as ecta of safet includin but not Ifmited to, axcawtian, trenchin ahorin P Y 1 . Holy Croas Energy providee all condufta, vaults and poda. Ths contractor providee the excavation, fnatallation and backflll. Trench pp w w w w w w w w ra ic con ro , on security. efer to OSHA Publication 2226, Excavating and Trenching. wfll be excavated deep enough to eneure that the top of installed power facilitiee will be 48" bslow flniahed grade. Special core � � � � � � � � 3. Alpine Engineerfng, Inc., aaeumea no reaponeibflity for utility locatlons. It is the Controctor's responaibility to field verify the muat be taken to enaure that the top of condufta will be 48' below the bottom of drainage ditchsa and oll other low areas. 25. The contractor shall aubmit and have appraved a Conatruetion Traffic Control Plon, in aecordance wlth the MUTCD (Manual of locatfon of all utilitiea prior to commencement of any conatruction. Where fnitial excavation ia lesa than 48 in depth due to planned subaequent flll, aervice will not be provided until ftnal grade Ie Uniform Troffic Control Devices), to the Town of Vail Construction inapector, prior to any conatruction activitiea within, or affecting, reached. the Right-of-Way. The contractor sholl be responaible for providing any and all traffic control devices as may be required by the 4. The Contractor ahall take all approprlate precautiona to aignlfloantly reduce any potential pollution caused by hia activitiea, construction octivlties. No full claoures of Westhaven Drive will be permftted during construction, a minimum of one lane must be including vehicle fueling, etorage of fertilizers or chemicola, etc. The Contractor shall have identffled procedurea for handling 2. Trench will be as straight ae poeeible between vaulta and ehall have a amooth bottom free of rxka. A Minimum of 4" of soil maintained at all tlmes with proper traffic control per the MUTCD. potentlol pollutants and have identffled apill preventfon and response procedurea prior to any activlties wlll be placed over any rocka left in the trench to cover rocke or amooth out law placea, wlll be compacted pr(or to conduit CON SU LTAN T CON TACTS inetallatfon and the trench bottom regraded. 26. The contractor shall subm(t to the Town of Vail Construction Inspector and gain approval for o construction staging plan, 5. The Contractor ahall minimize all off alte soil tracking. All soll tracked off site shall ba immediately cleaned up to the schedule and hasin lan rfor to the atart of conatruction. satisfaction of the Owner and the Town ot va�i. A. Jen Wright (Owner) / Mirus LLC P 9 P P 3. Power focilitfea to be placed parallel to deeper utflitiea aholl have a horizontal aeparation from the deeper utflity greater than 6. All exoavatin for roadwa the vertical aeparation between ths two utilitiea. When crosaing a deeper utllity is unavoidable, the crosaing will be made as cloae �970� 949- 6204 27. Construct(on sites and ataging areas must be fenced and maintained in a secure condition at all timea. Keep fencing and 9 y, retaining walla and drafnage facilities and other trenchea shall meet OSHA requirements. to perpendicular aa poasible. surroundin9 areas clear of traah and debris. Any conatruction debris or mud dropped Into manhotea, pipes, .or tracked onto B. Morter Architects / Leah KS Mayer (970) 476- 5105 existing roadways shall be removed immediately by contractor. Contractor ahall repoir any excavationa ar povement failures cauaed 7• The Owner's repreaentat(ve will des(gnate ataging areas. 4. If cable television or telephone facilitiea are placed fn the power trench, a minimum of 6" horfzontal aeparatlon muat be by construetion within or in the vicinity of the limits of construction. The contractor ahall be reaponsible for damage due to molntalned between the power facilitiea and the other utilitiea. In no cose will facllitiee of another utility inatalled in the trench be _ construction at no additional costa to owner. The contractor shall remove all aediment, mud, and construction debris that may B. The Contractor sholl obtain all perm(ta neceaaary for conatruction. placed at a greater depth than the power facilit�ee. C. Alpine Engineering Inc. / Gary Brooks �970� 926 3373 ext. 230 accumulate in the flow linea, privato property, and public righta of woys of the town as a reault of thla conatruction project. Remowl ehall be conducted within 48 houre. Return all construction ataging sitea to their original condition upon completion of 9• The Contractor ahall keep a aet of contract drawinga marked up to fully indicate asbuilt conditions. The drawinga ahall be 5. Backflll and compaction shali be performed as required by the governmental entity or other agency having Jurisdiction. D. ToWn of Vail Public Wo�ks / Chad Salli ( 970) 479- 2158 the conatruction project. provided to Alpine Engineering, Inc. upon completion af thia work. 6. Conduit Jointa ahall be knocked completely home during gluing. A pull atring wlll be placed through each conduit and tled off fn E. HP Geotechnical / Dave Young (970) 945- 7988 28. Dimensions for layout and conatruction are not to be acaled from any drawing. If pertinent dimensiona are not ahown, contact 10. Safety is the responelbility of the Contractor. The Engineer ia not responaible for safety In, on or about Project Slte, nor for the vault at each end. No unneceeaary bende will be allowed in conduit runa. Any bend allowed will not be cloaer thon 5 feet to a the Designer for clarification, ond annotate the dimens(on on the as-built record drawings. compliance by the appropriate party with ony regulatiana relating thereto. vault. Changea in conatruction from that ehown on the project plane wlll not be made without prlor written approval from Holy Croea Energy. A wire brush will be pulled through each condult, after inatallotion ia complete, to remove rocka and other foretgn 29. The contractor shall have, onsite at all timea, one (1 ) signed copy of the approved plans, one (1 ) copy of the appropriate 11 • Obaervations of the work in progresa and on-site v(afta ore not to be construed as a guarantee or warranty by the Engineer iteme. standards and apeciflcations, and a copy of any permits ond extenaion agreements needed for the job. of the Contractors contractual obligations. 7. Conduft ahall be covered wlth at leaet 4' of rock-free eoil or nand prlor to backflll. Large rocks ehall not be pushed In Q F 30. If, during the construction proceaa, conditions are encountered which could indicate a aituotion that is not Identified in the 12. If any groundwater la encountered the Contractor ahall contoct Alpine Englneering, Inc., and the project geotechnfcal engineer directly on top of thla 4" cover. Care muat be taken to avoid domage to conduits or cablee during backflll and compaction. � w plana or specificotions, the contractor shall contact tha Owner, the Deaign Engineer and the Town of Vail Construction Inspector �mmed,ate�Y. U TI LI TY CON TACTS ~ � immedfately, � F 13. The Contractor ahall mainto(n traffic at all timea to the aatiafactlon of the Owner and the Town of Vail. The Controctor ahall 8. Holy Crose Energy muat (nepect all conduit installatfon before the conduit le covered and agcin after covering, but prior to m w Z 31 . The Desfgner shall provide, in this location on the plan, the location and description of the nearest survey benchmarka for the minimlze trafflc diaruptlona and provlde adequate safety precoutlons and aignage to ensure publlc eafety. backflll. N � � O project as weu as the basls of beoringa. The informatton shall be as foiiows: A. Water & Sewer System (Eagle River Water & Sanitation District) a w N 14. The Contractor shall protect and preaerve all treea, buahea, shruba, and ground cover in a manner acceptable to the Owner. 9. Condulta ending outaide a vault ahall be eapped and marked wfth o 4" x 4" post. Individual conduits ahall enter each vault at Fred Haslee 970 476- 7480 w � c/� F- 5 Benchmarks - Town of Vail Survey Control a consiatent locatfon. � � � d w y W � @.M.Number. Elev.= XXXX.XX 16. The Contractar ahall attend o mandatory preconatruct(on meeting with the Town of Vail Engineering Dept. and Alpine > N V1 Daacription XXXXXX Engfneering, Inc., prior to the atart of constructfan. 10. Red trench marking tape will be aupplied by Holy Croes Energy and ehall be inatallad 18" above the conduit or cable during B. EleCtriC (Holy Cross Energy Inc. ) / Jeff Vroom (970) 947- 5425 Z p � � �- ~ backflll. ' w w N � � � 32. Locote, protect, and maintain bench marks, monumenta, control pofnts and project engineering reference points. Reeatablish 17. The Contractor shall mafntain axlating drainage channela, culverta, and appurtenancea during conatructlon as necesaory to � Z � N O � � � diaturbed or destroyed items at Contractor's expense. protect roada and property. 11 . VAULTS � � N � w �+-i a C. Telephone (Qwest) / Bart Garner (303) 255- 6122 Z w W N � � N � � 33. The contractor shall be responafble for replacement of any exfsting materials that are damaged during construction within the 18. Tha Contractor shall conform to the recommendatfona in the Sofla Report prepared by Hepworth-Pawlak Geotechnical on 1 . Vaults ehall be inatalled ae followa: p � p � � � 0 � Z Iimits of construction or in the vlcinity of the limits of construction, at no additional cost to the Owner. November 18, 2004. The propoaed foundatlon ahould be on undlaturbed soil, and may require the excavatlon of In-place atructural A. Splice vaults ahall be fnatalled with the manhole ot or elightly below flnal grade. N Q o U J U U U � flll under the exfatfng etructure. B. Transformer vaults ond awitchqear vaulta will be fnstalled with the bottom of the pad at flnai grade. D. Gas (Excel Energy) / Jim O�Neal (970) 262- 4003 w o � � Z o � � j 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its origfnal C. Where voulte are aet Into hlllafdee or sloped cuta, the downhil� aide of the vault will be graded according to A. or B. above. � N � N � N r rn m condition. Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patchea The slope behlnd the vault wtll be lafd back aufficfently to prohfbit aofl or rocka from sloughing Into the pad-mounted equipment shall be infrared unless otherwise fnstructed by the Town of Vail Engineer. or onto the manhole. If the alope cannot be lald back far enough, a retainfng wall shall be conatructad behind the vault. ^ SANITARY SEWER NOTES� E. CATV (Comcast) / Matt Conrad (970) 468- 2669 ext. 1103 35. U on com letion of cons4ruction, the site ahall be cleoned and restored to a condition e ual to, or better than, that which . � � � � � � � � P P q D. All vaults will be inatalled so that the top pad is parollel to the flnfah road grade. o 0 0 0 0 0 0 0 existed before construction, or to the grades and conditfon as requlred by these plans. E. Pade or Iida wtll be placed at the time of vault inatollation unlesa otherwise requeated by Holy Crosa Energy. � � co n r� r� o N o F. AIl vault piecea shall be Jolnted with a tar type aealant (when provided by Holy Crosa Energy) with the except(on of the vault � � O � cv o M N N 36. Standard Handicop ramps are to be constructed at all curb returns ae identified on these plans. The construction of these pad or vault Ild. � � � handicap ramps shall be In accordance to ADA current standards, r7 � u� �n �p �p n � 1 . All sanitary aewer construction shall conform to Eogle River Water and Sanitation District's atondarda and apecificationa. 2. Holea knocked In vaults for conduit Installation ahall be aa smoll as posaible ond shall be groutad cloaed on the outaide of the 37. After acceptance by the Town of Vail, public improvements depicted in theae plans shall be guaranteed to be free from vault prior ta backflll. material and workmanship defects for a minimum period of two years from the date of acceptance. 2. All materials ond workmanahip ahall be subject to fnapection by the diatricta and/or their repreaentatives. 7he district reservea the right to accept or reject any auch materials and workmanahfp that do not conform to diatrict standards or 3. Conduit ahall enter vaulta perpendfcular to the vault wall, about 2' above the floor of the vault, and about 2" from any Z speciflcationa. 38. The Contractor shatl be solely ond completely reaponaible for the conditiona at and adJacent to the job site, including safety ad 'pcent walls and ahall have a minimum separatfan of 1 Inch between conduita. of persons and property during performance of the work. The contractor shall provide lights, aigna, barricadea, flagmen, or other SHEET INDEX devices necessary to provide for public aafety, pedestrian and vehicular accesa as needed. Thia requirement shall opply 3. The dlatrfct and ita engineer are to be notffled by the Contractor at leaat 48 hours prior to any utilfty construction. 4. Condu(t will be cut off 2" to 4" from the inalde wall of the vault. continuously and not be Iim(ted to normal working houra. 4. Com oction of all trenchea must be attained and com actfon testa reeults aubmitted to the Owner ond AI ine En ineerin P D P� 9� 9� 5. Pedeetala for other utilitiea aholl not be located cloaer than 10 feet to o vault on aidea where transformers or switchgear wfll � 39. The Contractor shall not willfully proceed with construction as deaigned when it (s obvious that previously unknown obstructiona have accesa dooro. Pedeatale ahall not be located cloaer than 3 feet to a vault on sides where the pad-mounted equlpment will Y O ; and/or grade differencea exist that may not have been known during design. Such condltions shall be immedfately brought to the 5. The Contractor shall at all times keep a aeparate full aet of contract drawinga marked up to fully indicate as-built conditiona. not have accesa dooro. COVER SHEET SHEET C001 Y g attention of the owner s representat(ve for decision. The contractor shall assume full responsibility for oll necesaary revisions and Sa(d drawfnga shall be provided to Alpine Englneerinq upon completion of the work. As-built drawings will be compiled by Alpine c� n o repairo due to failure to give auch notification at no odditional cost to the Owner. Enqtneering prior to final acceptance. Contractor is to provfde et leoat two tlea from phyeical monumenta to all fittinga, valvea 6. Holy Crosa Energy provided ground roda aholl be fully driven with no more than afx fnches of rod expoaed above the earth SIIE GRADING, EROSION AND SEDIMENT CONTROL PLAN (WEST HAL� SHEET C002 U V m � � � and manholes. within the cavity provided in the center of the vault baee. Holy Crosa Energy muat approve any other inatallation where aoil SIIE GRADING, EROSION AND SEDIMENT CONTROL PLAN (EAST HALF) SHEET C003 � � C9 rn � r 40. At the end of each working day, the Controctor shall be reaponaible for connecting the exiating storm droinage pipes to the conditione wlll not permit the ground rod to be full driven. � newly installed storm drainage syatem. All droinage systems within the conatruction limits shall be maintalned by the Contractor 6. The contractor ahall verify exiating pipe or manhole Inverts ot tie-in pointa prior to conatruction etakinq. STORM DRAINAGE PLAN SHEET C004 � $ for the entire duration of the construction project. The controctor shall be reaponsible to maintain all drainage w(thin the 7. Manhole rima ahall be aet at an elevation relative to the avement in accordance with Diatrict and Town of Vail re uiramenta. GRADING AND DRAINAGE DETAILS SHEET C005 � � Y Z w conatruction aite and offsite dra(nage which is diractly affected by construction. P Q �JnuTM P�{N SHEET C006 N < w m F- 8 Precast adJusting ringa ahall be usad to odjuat rim elevatfons to flnal grade. The maximum acceptable verticol adjuatment la 12 41 . Confractor shall be responsfble for maintaining the operotion of the existing Town street lighta within the proJect 1lmita. The inchea. Manhole atepa ahall conform to OSHA atep atandarda. w � = O Q �' U1ILJTY DETAILS SHEET C007 � � � � � � controctor may provide temporary street Iighting approved by Town of Vail, when existing street Iights are removed. B. The Controctor ahall take care to properly ahape all manhole inverta and benchea to promote smooth flow through the DEMOUTION PLAN SHEET C008 0 42. Contractor shall be responsible for maintaining the operation of existing Town irrigation linea within the project limits unless manhole. Inverts of Iinea interaecting at 90 degrees and at highly divergent or flat slopes are especially crltfcal. Manhole inverta �' otherwise approved by the Town of Vail. shall be constructed with a amooth trowel flnish and benchea shall be fln(shed with a light broom non-skid finiah. All concrete INITIAL GRADING AND SEDIMENT CONTROL PLAN SHEET C009 for monhole conatruction ahall be made with Type II cement with a minimum 28-day compresalve atrength of a000 Psi. SUBDRAIN PLAN a 43. It la the respons(bility of the contractor to protect and preaerve all trees, bushes, shrubs and cover In a manner acceptable SHEET CO10 N to the owner. All areas af Town of Vail Right-of-Way dioturbed during conatruction shall be well graded to drain, covered with a 9• All pipe ahall be conatructed with pfpe bedd(ng oa shown fn the aonitary aewer plans and detafls. If trench conditfons vary or m(nimum of 4-inches of top eoil, fertllized, mulched and re-seeded according to the Town of Vall's standard specifications, if rock or woter la encauntered, Alpine Engfneering is to be notifled prior to proceeding with construction. A cloas 6 road base SHEET � bedding is requfred in certain areas. Refer to the plana and proftlea for Daading locotions. � 44. Contractor ahall malntain accesa to fire department hydrants and connections shall be maintained throughout conatruction 10. An service ta feea thot ma C001 � unleas otherwise approved by the Town of Vail Fire Department. Y p y be required aa port of these p�opoaed �r�i �ty � etoi�otions oro to be paid prior to moking the connection to the mafn. 0 0 e � O H a �• S' "'�" '" �E RoA �� , WIIIIIUIIIIiIIIIIIIIIIIIII ? �N� SOUTH FR �NTA Z � dn� C � � c.� a�°' z �� - III III � $�M = IIIIHII III z �� m�E pF E�qgi1NG ASPMALT I�II � �� SEE LANDSCAPE PLAN . �`��"�t� � IIIf uII I Z � ^ .FOR REVEGETATION W III W � • OF DISTURBED AREAS uMirs oF asluRe�wc� (Traicw) V? ,.: . ��,iiE� . �y� e REGRADE EXI571NG KNOB TO 0.EVAi10N �� (� ��T ��y :� �R � ElQS'�NC STORM SEVYFR � • �d` •• 8078.5' MAX. PLACE A MINIMUM OF 8' , C i �: . OF TOPSOIL, REVEOETAlE AND INSTALL LANDLOK C2 EROSION CONIROL MAT �'• N , y (RE: LANDSCAPE PLAN) CONSTRUCT 8' 1MDE �jG� "�'3 �, ,� ,. � r „ � �,.•'� • �.� c . THE CONTRAGTOR SHALL USE EXTREME C0� '��Ei�. W� . . . . . >p�' � w , �'' ` " CAU110N WHEN WORKING AROUND THE ' HIGH PRESSURE GAS LINE: THE CONTRACTOR aROPOSEO SNOw►�E�.7ED 4.+w. � ."' , � , ..: r .w E .; , ' . . . . , . .. , .. . . - SHALL POTHOLE AND LOCATE THE HIGH Ec�eESS w�ucwAY/pk�uNAC� , ,�.� . cr Ct�c�re ��,� „� � ,� 84. , . , ° _ , . . PRESSURE GAS LINE PRIOR TO CONSTRUCTION. PMI (SEE DETAIL) . .. , :: CHH�R PAD (r�: =�ni-) �� y,� �:q . ., .. . .,. . _ . . SHORING WALLS SHALL Bf DESIGNED TO NOT . .. � , . .... . . , . . . . , , >W,:, . � �� IMPACT THE EXISTING GAS LINE AND SHALL � .,.,� __.�_ ... , . . . . . . BE REVIEWED AND APPROVED BY THE GAS COMPANY. � t ..__..._ .,.,_w_. ..__._ _.�, " � .-� � ._ . . . .. . . , .. , ,.. (�ic,�►oF) ots7uReiwc� � d� .... _. _..__ . __ _ __-_ � . . . ... .,... _�._�..._. _,_. , . .. . . .. . , , . . . . . . . . . • _ Q�'. , � . ... � , ..:�.. ... .. • . . . � ' . ' � . . .. . . .. . . . . . � . .. , , 1.,,, ' � ^ , ... . . n ..,...�«. .. . . ,.. . . .. rr,� ' . . � . .. . . ....0� . ... ,... . . " `i� . ,.. _ � . , � . . � � . � f . " . . . "�� . . . �.. . . , �. ' 4 y . , i.. �r n '�, . . , . �� ' � .. ,. � . . .. .,,..». ...,. . u r'j � ' . � '� �'6� . � � . ,.'. ........ ...., ...�. ...... ,�... . ,.�...., .�. , . . .. ....w.,:µ.,. , . ' Y •.."' � � � IIW ,.. . . � ,��. .' .. � . 8 . ° . . ' . . ,,.....,�� .... - .. g 3 �� . �,�..,.,M, � ,,,. ,.� . ... .>,...�„ � , . � � '� �&k,n"�'.� Y� .. ..�• . � � ........... ..,.. ,.� . . � ,. ..�.,.. � � � ~ ... � � �.�, ,1 ,` . 1� �� .. _ .. — r ; , �W , � f #? ' �' �,`'15 y�, �,,. � ._�. ., ' . . ,�."° 'a�„ "�� , ... . ... . ....... .. ... : . . .. � . ... . ... ., � . w�ar ��' .... ...� .. ... _ ,.. .,� �.., y�,t - �,� ;� � . , ; '1 ,., '. . .. . . � '� � � , : :......, � ....,,... . . ,.. . ... , � � � . :., . y�, . . ,4y.,.... ._ �; �: , , _ . , r � . ; ,. .,, .,.'�" , �. ,... ,. PROPOSED PARAPET WALL :�'1k �� . , . _.. ., � - _ ,�;, _� � ' . ;; ;' �`' , ; , . - .., ,. .., ,. . . . ,, .. ,. . . . , .. , _ ._ _ . . _ _ _ .._._ __ �N� _ T _ _, ^ --, � � �1 / . . , Z . , _ .. . , ; „ 4.2 • tz.J.C'.l�` .: ,.. ... ... . . .. . .. . �,�, �.... _ _ _ . ' I- �� .e "" _ _ - _ - � �^1 1 / F "' T.O.W. 46.0 . ,,.. �. . ' � . � . � � •�Mr1 . .. .. .. ... . .... ..r � y . ' � . . •' • • .r..... v . , � . .. �. �( " RE STRUCIURAL "�^ , W � J _ , . .., _ ' ' I k�"', , ^ .. , �� ;. . f ,.:� . ,,..;, . . ;; . .. � � � � ,, ..,;�+,. g '!'-'E :�'� ,r � CdNT , . ._... � .cl � r .� � ��....� — — — � . . � . , �'�,, / i : � W �` � � � Y .. .. ...... . . .'�{ .:f �,,, ... . ..,,, . /• ' � � „ � -..,.,.... u � ... ' � �— — !,. ^/ '. ' �.. . � P , " ' � , , ' ^ ,.. :^ '� I , ..k� A � . ! ,J � � �� OF P/iD ( � � � � . .. .. ... . ,. '�c ,,,.r` „ � ,Y,.I t . r , . � , . .. ,. � . . , � r . : ' ♦,r ` r p:s , '�� , .,.,. � ..,...', , .��4�a ".,� . . ' . . ' y . ,,; ':,: � � �,: t�:�'��n i-� I . � d' "'"'.,� �,.. � �� 'N�, �� ' '' � i� �. . ' � .� '1y 'r. � 1 ..... �� . .. � � �, ' .. ,-�Q �4� .. _ �� „ ,� i r..... /" � i i .....,. . !n�.w � � .., ; r � , ,..,. �,,,- �a:�rr . ..,. '� `y . ..r:. . .. , � �43:✓,� •-� �.'` .�� " 6 � , , ,.. � / ;, "... � r � ; .,. � , ,.. ,.. Y.r,� .��,. r . ; . ; . .. 70:6 + � . , : ; `�?" . . , . i9...,. ; . . , � i�r , r,.., . ,.. �. ti„� � ,. ,,. � i � ; , � � . , � . ,. .. ,, . w,,. , .. ,�.Oe• , �� . � . .. �,. ..._..... . .,.,.�..... � 1 � d i ;�� ' ...,.. . „_. .... ; .+..: .,n�. , .. ' ' .; - .„.. � ; . ,.. . . .... � �l � �� "`*, � � � ., � ., , , ; ,.. .. . ., ..:�.. , ,., . . � .,, �i:. � .� ,.. ,.. , , , : . ..... ., . . � Q � , ! ; $ ; , � �0. .. .,, t; , r TRANSI710N FR�M SN�WMELTED ",y.a �, .,., r ^.,. . / � � , . O � 7RENCFI BEdN ! 4�� I ' ' w ,, , , . • ,., , . . . ; EGRESS WALKWAY TO 4' MAOE BY PROPOSED SNONMELTED „��''� ,. '' �,,;.. � � � INV. �41.30• N.e T . ,. ,. ,, . ,.. . +isr .:,,., � , �" � EXHAU.ST ORATE ~ . 41A ��.. ` '. `�' 1 . , . � , � ; ` � i , , " ( n EXISTINC OVERHEAD POWER POLE � � PAN SEE DETAIL) ,+� � ... . , � � . � . - � ." � � �o � ) �i �' � M V / RE: AIECFIMUCAL ��a iec ' , , ., TO BE REMOVED BY HOLY CROSS ( �^�'^ . . . � .,. .,:. � �,-� � -„ \ 7 DEEP DRAINAOE PAN OVER S EfiRESS WALJCWAY NA / /�� . ,. .,,. ELECiRIC PRIOR TO REGRADING BERM. ,� ,, , � . , �jd ' � ■ pRq+pgm t�T ;� i r o � a , . ,d. / �r ,, � ..- �H ,,..s �. ' � � � ; , M � Tov�4►a �: srnuc. „�;, ,..., / ,. - / /� ,`;``�; ? `'J ' � � ` . !�}j� , ... , .,.. �,,, , i ' . . . ... .. . . . . . . .. �RINy1.6 420Y 4t.� � ' . ., ' .. � � � / ,. , � ,..., ., , . „� � �. , � � , e• n� z-�2s onNN i.oc�noN (�rr�c.�u. r�: �c�+) 1 , , Q V J � � , � . � / /' UWDSC SURROUND DRAIN WI1H FREE DRAINING ORAVEL � � '�' ,, , �' ,,- k6 � . ,.. ` �, , � � fJONS1RUCT 3 WIDE ,�� '' ' I�ED PLAZA ARE� . AND YIRAFl 140N FILIER FABRIC. CONNECT OONCREiE WALK , w ' � � � , ' :, . ,„, . ' ` � (RE: LANDSCAPE PIAN) LONER ORAIN TD WA7ERPROOFlNO DRAIN � E� , � �„'>' , ,. '' / „�� / / +2� p" ' ' ,,� / �y° M8EG�IANICAL IN PA KING SIRUCTURE RE: MECH. � ' � � � � � / �A a . , ' ( ) ! L , , ' :,.: , � �v � � ` �sr,y.� e• woE zu� zeoe r�o-rnau �auss ', � ��!' ` ' . � � .. .,,, � � ' . ,. 4'L� / �' �� . . . . ./'� IIN.47.S � . � . � �� $n. �� $��Qt .� �� Z�� .., , . \ 1' V / f " G�� ;eY � ,�� ,�� '�� . �I ' / /.� ,�• �' \/' .�"�. ' �� e . ' / 'K / � � � � . , .. �,. �� . FROM BU PER�1EqiPNCAL ENpNEER'S BUILDING A qrS'TAI.I.A710N DETAII., MID IIEp1ANCALSPLMIS FOR � �'`vw'�''� � .� , �� .. � . ,-A`� w � i PROPOSED 4' WIDE, � w ` � o � FFE RESIDENTIAL 1-42.0 , � �J 1 ' DEEP CONCREIE PAN ` •' � :ke1 � •-"''y �;q ' ' � +s2o RECOMMEN A110N. NO DONI�W'rsi1RE�� AND �VF�B ��PROOFl�OONSUL� ' � ', !■� � � ,: � ' � ." , " , � � Y ; �o DOrMd9P0UT5 TO CURBIMO OR fZ'ANNECT INIXT�O , RN/�41.7' Y � � i � �- , -� j U o : � wy „ � "�4 , .�% - - " '~^ ��j �,o. a o� omc 42 s� P�IPE��IAn�aW�x�ILET e�ox. � ., ; ti., : ..�, � , .. � s, . . / � / , a,r` :^ / 'p0 , .,. . .. .. . . . . O N.6 � i ' . O RMI.47.S . � ,. ,: p�y. ' ' , ��7 ; r ,/ / . � PROPOSED CONCREIE � �"'' . � r ^,\ � � '' n „,� ,, '' � / ;,�"� .�.�. i y: --'� ^ ' . , 'Z - : pROpERTy l�lE � . �„ (n J RETAINING wALL ' s, , ,.�. , �, �, hys 'G ' � . +azo �.o DOWNSPOUT � (�: srnucTUR,w) .:: , / ,,�, �' , u� aF P�cn+c � (��) j 11 . �`-- � / �, ,, ,- „ i � � t , Qo� �,. �' ��, �: w�u e�ow (n�c,W `' �� v�DO�� t ,, . � / - " ,, � - ,. �,,� � �'i. .�� '''� . ��.. :.., NTAKE ON WALL �� \ � � � � ,. .; ' , ' .� !, ' tl INSTALL SNOWMELTED FORM OVERFLOYV SWPPER � DECK DRAIN (RE: AIECNANICAL) I ' W SEE LANDSCAPE PLAN `� CONCREiE PAD AT IN PARAPET WALL ' (�� , ''x; � ;. ,'� kP; , � �' ' °"'�� BASE OF PROPOSED STEEL.. ELEVATION � 41 .5 aL , , RE: ARCN) # , • , / � FOR REVEGETAiION TE ...._, . OF DISTURBED AREAS � �' ; " ° , �.s� �� / STAIRWAY (RE: nRC;►q _ - �. � ► �.__.., � �/ ,�(e.o ' ,�P ' ' /`1 PROPOSED CURB MLET � '. . , ;.r . }` ' ., , :s ,. ;,,. ,, . . -1 G � �. � I.L , , � ; ' 7 / IM7H BEAI�ER DAM � ''� � / �� y M � � : �� oowHSP«,r es� s�r o004) Q , , �s,. .•a�� „ . , , , . . . . � I rmica. . . . . ,. . , . . 4 . ,., , , � � • � ( ) PROPOSED u.o w-+�.a , ., _ , Y � � ' , � 'a. �.� -�l. _ , , - ♦ ' , �,^ t . . ,-, ;,. �; I ` . ; ,, / — , ,. � CORNER RAMP ,. ' :,_y, , , v�- � . +. ° �� . s- -v , � ,. � � , , ; ... . , � , , * � ' : • ..,, , ,• ., . ....: � . .. ..i � ,. � � "� �`' �n��w^I � ,.. p . . .. . .:. ' .. . .. . „� . �• " ' � �� ' .. . � „ 7 . ar . , , , ' , . � ;l , . ' ' � '. r; V" � � ..; ... •?. �+ � �., � , � � � ;.. . .... � , ... .. . . �x . . , � r. �. .� . . . . . � " / . � ' " t � ' t , _: � ..- yM,� . � . ,. TYPICAL) � , .. K�y �^^.., R2 � '� -+, ,r, �.; ' � ; 1 Z � ,�.o , . _ . �:::,� , , , � �,� ,;; �. , ' ' 4i a � `, � FFE RESIDEN7IAL 1 � ` � 1 rt Y � . k`� T.aw. � INSTALL B 1MOE , � aa,a � , �� RADE SWALE . � . � / $ d REVEOETA CN MAT � PROPOSED 4 1MDE 1 � �, ` \ A M.ET� 2� . � U �<; , �� / 47.6 / , � 41.6 '`�, �\� . .. � � . ,r:v ... � , . , . � � , ' � .. �... t`'� ',�. .. � ``� , t �1 / � , . ,`� CONCRE7E WALK ..,...._.) +�s \ �''�,., CONC�REfE \ ,, �' � � . � . - . � � � \ � ' w'� l M ��'� � PROPOSm GARAGE ` '� ,� , , TRASN BAY ',.,\ � � ..� � � � � � � � � � � �oK r�. � w�u smuc. , ,, ,� � ' ! ` ' / �,, . ... . . , . . : . 1 ( ) ` , , , _,. DANDY , , :: W � ; , / s�� 'tce°�' , � `" ' ``';,' .�..... ,,w. ' ,. f • > a " ' �, \�, * ' - �a� s�r coa� ' ' i : _ .. � - .. ., . � 1,.� "�6 . PROPOSm INLET A " • � ' TAR �, PRORQ�ED � ' �.j � ,y ' � ..,., . . ., , � 'i � ; PR07EC ON BAG PR AOPOSED � : ,t•"} . �i>� , ' / / '''�� C,A�'N G't� . . �� / � ` / , �.. SEE SHEET C004 � , ' / �' - � `� , .. ( ) � / / / PROPOSED BOUIDER �� J� �° �'+ \ � � \� I + �; l � RETAIMING WALL , , ' ,` �o# �^,/ « � '� , : � `' � (TYPICAL) ''�. " . \ ,� � ; � INSTALL 2' MA , : � . r � � E' DEEP � \ ! ��-� j�,. � Y Y4U�8 �� m U U U U U U „ , , ,' \� � . , � ... � Ss., : - ^ w � � , �, . . � � � : a � , ` . CON(XtE7E PAN , , � � , � , � ` . , ,,.. , p . : ,. � , � , -- �, � ,. � � � � � � _ . � � ,. SNOYYYELTED �Y� �,` `x 4 ,\ �c� \� . ...,. . � . CONCREiE PAD + , , � e ,- i \ \ M3g �,M ! '�\ . , .LO.W.. . . .34 . . . . , ., . , „ •- . .,... . .._. . .a / ,,.. . ........... r . . . ;; ' as,c '� \ ., `� . (RE: ARCH.) ° � �' �, \ � . ; ` � ��` .,. y �,�p�•� \ . , ; ,� �'�' , � ', � , ""� . �(,� � 4�A ' ,r� . . :. � � � � s J6. � `�� \ . \,.. .� �I �, PROPOSED SILT � ' r� , �. FENCE (7YPICAL) � t.^ \ � �� e �''�.. '. a e �:. . : DEqC ORAIN 'l�¢ / � `! YL° • i l� , ' . � . `,, � ' I '` `g� ti ., , ✓ � � .. . , --'_� , ,. . � � . . . . , .. a 1 � .,. � . �., . . , .,. .. . . i. . : � . � � r� . . . . 26 � � . . .e�� / / " . .. �� . . .i � 6 � �,. . . . � � � 7. . . ' f ' � , . , .., � . \ ��/ , PROPOSED FUIURE �^ � � w , , , '!'` . �� ' �� ' �,q , / � , � I I �, 'e'� � ! �• �„ _.. � � . _.. , _ .. -�-, , _ . _ . f r�c a�ni �ar � aa. SG TF I �, �, �,� . �. � ---- =�- .;� . ,, . _ , , .. i. . . , v , � _ ._ ` '; . � ,ydl.� ,� �'{a tia�. � ;I s, A _ _ _ _.. _ � � aas xe.e x �, � ' �D _ — — — � _ _ _ �` \ � � � yy �T �6 I !1 �pK�EtE 91DE�M/JJC _ � � � 1 � � ^�( ., \ � � _y .'''\ f� � . .. . O „ u . . . ... ... .. ...... . . ., . ..... . _. . . . ... . �. ...� ......_ ..,. � .. .., ,\ . :� � . s � ' I"' � . "�... ,r.,.. . �� ' � � �� 1 � � FF ;, '�,.. � AT� � ..� .. '�— �ia . �a ` 'I T ,� T �� , _ _ „ _. , , �,.r �µ � , ' „ � ":iF';g .':1r,+,�� , . .,� , � # �A ... , � . � „ � ' \�� Y J� ,_ _ .. � 30.1 s�,� �� . � .;2;�. " .. y. �;,r,.� � „ � , .. ;; r ,...�...� 2� � � . . . . V . ,. ^ � � , . .. . ,.. . . . . . � . .. �, . .�• il� ) PROPOSED SMATCHQEAR \ CURB . AND GUTTER . ' '/ \ \ ��, �'*tS� ~ "• r � _ , �.. , � �' . �EI i':��s�i �';m� �`?�'"• INSTALL 'ONE 4� � � � - _ _ __ , : _...v .,_.,, .• ,�-�'_ •c, PAN ,;' APPRODOMAIE LOCATION OF WAY Slpl . � LOCA110N (SEE SIiEET C006) - xs . ,►p° , . - ,�e�. �i �S11MG STO�SE�NENR. ro ��, — — aac � ; �" , � REPLACED 1RA �.g�.{ /� —^ .- a° �,�r� MST R7-t PROP06m 4' NADE ��' - h e�., . �;, � > � � , � ?�'��" sTOP GN MATH OONCRETE PAN �� LOCATION - _ � -- UR � � �- � �CE a F- , _ �_ � � �ry �; ` y �,��ra� �� " Slq� T 8A�� - TIES. � OUTIER ALONO SIiE. � v� SAWCUT� REMOVE ANO r �. ,, ,, , , ; � ' �'��` - - �� m r- v� DISPOSE OF DtlSTINO PA1H t ^ . ag-� �' u , ' ' � ��"ca' �`� Cn E10S11NC CURB A�WD� � � � � � � ,, �,,; . _ '. � �s�A , -' . , a0S1�NC - � . , .� ' - .. � ' ;, , �.� � .-,. ; ' �; ' � ' � "� � � � , � *� PROPOSED CURB INLET r'' ALONG SITE. I'� a w N �1�� I�r�r� � N ; �.. ,. , 4 ;�. .- �, NITFI BEAVER DAM �, ♦ �. . ' n w p rn r 5 , , t p 9► �, � ,' (SEE SFIEET C004) '�` �. , .. .. . , . ' . .. . . � �� ` ,, „ Y a � � N � ,, � . . ..; PROPOSED PA1N 'R ,. ._ ,. . „ . ' � � �°' _ - � ... .,..... \ ' ,..�' ' � :�F.'�" Y."'�f`r , . �". .:il � .. . . , W 0 �y (_ � ~ � � ; ; .. . r U - . , ,,..., �,. :, , ,� i �r� � �'. � , ' . v� � � � � EALJONMENT , PROPOSED 4 MADE � r,�, •� o � � � w w d CONCREiE PAN ' .. . .. . ' ,� ' . ,. ,,___... �. v� a .. , — +F, INSTALL 1COORDINA7E MAIFIT TOWN �f ` e ., � . , . N N a - � 1 � .r. .:.. . . . ........,� . . ., . ♦ "� � o ... .. .. ...,,,. ,. : .. ...... .., �....,... .. . y � . . O W Q � V, OF VAIL PUBLJC WORKS. 1 � . ,,. . . - _ . - . a�r,, � o 0 0 o Z � ��::�?. . ' , .. . , . .,. ,,..,,. . ,. . .... , .,,� � ¢ U J U U U � � .. . ' . / INSTALL STOP � . . . . .... . . . . . .. . . ,. �. = 5 op p SE a St CE 6� d . . .. ... , . . ...... , �� //� d' N .— N ri tA I� Of m PROPOSED SILT °r � t lE QOSTING 90N (R1-1) � W O �AZONO � THAT IRR�IGrnAiION�UNS DqST IN 1HI3 ( ) ,p ; �' ,,�`/ ,,; U -36R VAULT . � �r . FENCE T'PICAL � SIiEET C008 i _.. AREA. LANDSCAPING CONTRACTOR ! �, , - .. , ��, n . W o 0 0 0 0 0 0 0 SHALL RONSTALL IRRIGA710N ` � AFTER PAiH CONS7RUCTION. LIMI75 OF DIS7U R 1�BAN� _ .. �' ` ( PR � ��( �•�� ' - ' . ��..�..'..-•-,.�. ..� s, . � pQ � o � n�i o r o i N N � ' � CONCRE7E PMI� 1'OMF�32O _... . . , .. . _ .. . .., , : M a� v� v� ao � � rn � i BOY�TA.O a � .. , PROP08ED - _ ,. . � i BOULDER WALL � . FlNISN GRADE z � � Ra�ovE oasnNC r... , 8052 � ` � �. ,� , N 1 . A SHORINO PLAN SHALL BE PROVIDED BY iHE SHORING CONiRACTOR ONCE ONE HAS BEEN • , , . , _ �' �' 7' DEFP CONCREIE PAN � saEC�. To u►�iTS sHOV� ° _ 8050 � INSTALL BWLDQt WALL. i, r " �`. .. PROPOSED RETNNWC WALL .1 �i 2 7HE CON7RACTOR SHALL USE EX7REME CAU710N WHEN WORKING AROUND THE HIGH PRESSURE FACE OF WALL SHALL BE RELOCAIE DpSTNG � " (RE: ARpI) a o � GAS LINE ON 7HE NOR7HWEST SIDE OF 7HE PRO�CT SITE. THE CONTRACTOR SHALL P07HOLE 6 BEHIND i0P BAqC OF REC. PAiH SIGN ^ . V� AND LOCATE THE HIGH PRESSIJRE GAS LINE PRIOR TO CONSTRUC110N. SHORING WALLS SHALL BE � � 8048 � \ "' � Y o � .� DESIGNm TO NOT IMPACT 1HE D0S11NG CAS LJNE, AND SHALL BE REVIEWED AND APPROVED BY W� �� w�' DOSTING GROUND �� 1 BUILDING B � V m � � 1HE GAS COMPANY. i (SFE DET/UL SHEET COOS) i � °'`, .. � � CJ.� rn o p 3. SEE INiERMWNTAIN ENqNEERING, iNC. Toaoca�H�c unP FoR EwsnNO cowo�noNa � ^ SEE SHEET C008 FOR SITE 8046 � \ . • " . �Y � � � O � � �S�c� SNALL DEaA01JSli, RorovE aro a� oF n�E �snNC carcRe� FouNOe,nori 1'� DEMOLITION INFORMATION 8044 ��A� �� w m � w + O F H l p i P R E S S U R E O A S \ �' a o � ° o > 8. 1HE GE0IECHNICAL REPORT ADDRESSES SPEqFlC CONCERNS ASSOqA1ED WITH 1HE BUILDING y 8O4Z (1HE CONTRACTOR � "" = OCCAVA710N, DEWAIERING, AND BACKFlLL. IT IS THE CON7RACTOR'S RESPONSI8IUTY iiD ADIiERE ' ��w- � � N TO 7HE RECOMMENDA710NS IN 7HIS REPORT (HEPWOR7H PAWLAK GE0IECHNICAL JOB Na 104 747, ` i SEE SHEET C004 FOR STORM SO4O � �H�� , w DA1ED NOVEMBER 16, 2004)• ' � � � DRAIN INFORMATION � � � `' "� E. ROOF DOWNSPOUTS AND DRAINS SHOULD DISChIARGE WE11 BEYOND 1HE UMI75 OF ALL � 8038 � ` � °�1DE � BACKFlLL, AS NOiID IN 7HE GE07ECHMICAL REPORT. P� $��E SHEET � MISTALL D�M�ON JOINT �, �. � ro sH�r cow � sNOw sras�c� �,s �wo c,u.cuunoNS SECTION A— A w/ Pau� ,iomT sfx� �i��2 N 8. ALL ROADCUIS SHALL BE A MINNIUM OF 2' MlOE iHE CON7RACTOR SHALL INSTALL A PA7C�1 � � HORIZONTAL SCALE: 1 »= 5, o �o w�� n� oasm�c ��uT s�cnor� �w� s�u� a��o s�w u� ,��s � row� o� SCALE: � _ � O � VERIICAL SCALE 1 "= 5' � v,u� �au�orTS. > 0 � a W I I IIIIIIII Z �N � r�uFRU umrc_. Z am � 1 . A SHORING PLAN SHALL BE PROYIDED BY 1HE SHORING CON7RACTOR ONCE ONE HAS BEEN � Z �ji � SELECiED. J III III � �� . 2. THE CONIRACTOR SHALL USE EX1FtEME CAUTON WFIEN Wa2KING AROUND THE HIGH PRESSURE � GAS L1NE ON 1HE NORIHWEST SIDE OF iHE PROJECT SI'fE. THE CONTRACTOR SHALL POIHOLE � IIIIIIII IIII �i� "' AND LOCATE iHE HIGH PRESSURE GAS tJNE PRIOR TO CONSiRUC710N. SHORING WALLS �1ALL BE w z`�' "' DESIGNED TO NOT IMPACT iHE EXISIING GAS L1NE. AND SHALL BE REVIEWED AND APPROVED BY z �� i 1HE GAS COMPANY. Nw � 3. SEE INIERMWNTAIN ENGINEERING, INC. TOPOGRAPFIIC MAP FOft EJOSi1NG CONDIl10NS. III � ° o Z ; m 4. CONlTiACTOR SHALL DEMOIJSH, REAIOVE AND DISPOSE OF THE EXISIING CONCREiE FWNDATION I W �i . oN TMis s��. 5. 7HE GEOIECHNICAL REPORT ADDRESSES SPECIFlC CONCERNS ASSOqAiED VNTH iHE BUILDING IXCAVA710N, DEWAIERING, AND BAqCFlLL IT (S THE CONTRACTOR'S RESPONSIBWTY TO ADHERE ��p �� TO iHE RECOMMENDATIONS IN THIS REPORT HEPWORTH PAWLAK GEOiECHNICAL JOB No. 104 741, �F, ,, .. . . ,, .,Y� DA7ED NOVEMBER 18, 2004). `�j ..�E�t V � 8. ROOF DOWNSPOUTS AND DRAINS SHOULD DISCHARGE WELL BEYOND THE L1MI75 OF ALL W:qP � BAqCFlLL, AS NOTED IN iHE GEOTECHNICAL REPORT. OC � p N ' Z 7. REFER TO SHEET C004 FOR SNOW STORAGE AREAS AND CALWLATIONS. � '; y�,� N . ;�o •, ) B. ALL ROAOCUTS SHALL BE A MINIMUM OF 2' NADE iHE CONTRACTOR SHALL INSTALL A PATCH � TO MATCH THE E%ISnNG ASPHALT SECiION AND SHALL INFRARED SEAM ALL JOINTS PER TOWN OF • � •.•• �/ w SEE LANDSCAPE PLAN v,u� REOUiREMENTS. �J v N FOR REVEGETATION OO OF DISTURBED AREAS U � W E�S11NG STORM SEWER NATH D NDY BAG� � � W INLET (SEE SHEET C004) PROTECTON � 2 (SEE SHEET C004) � CONSTRUCT 5' NADE - ' � z CONCRETE WALK 1: FOR EGRESS W �� w PROPOSED SNOWMEL7ED UNE �'' • '� � .O.W. __ _ _ _ , vQ . _. . , a Z � �— w, ^ EGRESS WALKWAY/DRAINAGE CONSiRUCT CONCRETE � - -=�_�- - , V J PAN (SEE DETAIL) CHILLER PAD (RE: SiRUCTURAL) � � . .-----�"`-_^� . - - �_ , o a a . . � , • ' . ' ' ' • p ';. _ � � UMITS OF DISTURBANCE ;� -^ : • ' ' � • � Q � (7YPICAL) � ' 44 � r 44 ' , ; . � � � . . - � . 43 � 43 � . : . _.', � T � �� 15 I 42 � ., .. ' . _ .. . . .. . ... . �/� i � � . . . . . - � PAD . � . . � RIM . � �, . � / � � ., �,. . . '� � , V I . — _ _ , _ _ 421 : r ,. . .,,-.. .. � �4� � . � � � . � I . ��.� �. . _ _ -- _ J �� 42.e ', END CURB �,...- � � ,_ f EXISTING ASPHALT � as.s p'S _ _ _, _ . __ � � S _ _ - - _�-1 I / AND GUTfER DRIVEWAY LIMI7S Q � Hlq� ppNr _ _ . _ � *-. � — _ � -� — _ ==_ — — —' _ ' I �. / . _ . ( /'� N1 �— � � ' w3.2 (�) � �R 1 �' LJ - �-� - - 0(� cf vw � i u.3 V / � — � — � �e� ' { i FROPOSED LIMI7S � � � r� o � � / OF ASPIiALT SAWCUT Q #3 � . � . .. 44 . � ._ � v� �.,�� — — — " .—� �-' _ � .. _ / // d"F � � � � . i 0 � + 5 � — —� . w �- � � � — — Rx e � �z� 1RENCH BEqN � + a�.e a.0 � ' END 2' WRB AND `� � A GUTiER. MATCH INV. =41 .38' e. / � E%FIAUST GRAiE � b` ��.a \ a.e � �it / � �p (RE MECHANICAL) , ..e .,. 42, 4i ,e "� � �I e � �; �i bs.� = 1 EXISIING ASPHALT. w _ � � � 41.6 � � z L � I i INSTALL 2' MWNTABLE � O � � WR8 FOR CHILLER ACCESS i � � PROPOSED PARAPET WALL l p I � TOVY�44.7 (RE: STRUC.) i ORIIA�41.5 azw �� 4�.e1 � / -., ; TRANSITION FROM 3' � 8' ZURN Z-125 DRAIN LOCATION (TYPICAL, RE ARCH) I i MOUNTABLE CURB ' ^ � SURRWND DRAIN 1MTH FREE DRAINING GRAVEL TO 8" VERi1CAL CURB v � ED PLAZA AREA AND MIRAFl 140N FlL7ER FABRIC. CONNECT CONSIRUCT 5' WIDE � OVER 4' LENGTH � O � NDSCAPE PLAN) LOWER DRAIN TO WATERPROOFlNG DRAIN CONCRE7E WALK ��8 � BOARD (SEE DETAIL). CONNECT DRAIN TO FOR EGRESS i MECHANICAL IN PARKING STRUC7URE (RE MECH.) I � I INSTALL 1 ' DRAINAGE w ' INSTALL B' WIDE ZURN Z806 fL0-iHRU FlBERGLASS �� T W �.� ___, DRPJN SYSTEM NATH STRAINER SCREEN INTO Z-125 �e � DRAIN SET INTO THE SLAB. USE ZURN Z-808-HPD xI ADJUST iIMBER STAIRS DIRECT ALL ROOF DRAIN DOWNSPOUTS AWAY GRA7E, REFER TO ARCHIIECNRAL PLANS FOR 5x� ^+ I TO MATCFi BAq( OF O FROM BU�LDING PER GEOTECHNICAL ENqNEER'S BUILDING A INSTALLATION DETAI4 M1D MECHANICAL PLANS FOR �IN. � RECOMMENDATION. NO DOWNSPWTS SHALL �E RESIDENTiAL 1 =42.0 ROOF DRAIN LOCAnONS. DESIGN TO BE REVIEWED � CURB ELEVATION. EMPTY ONTO LANDSCAPm PLAZA AREA. EXTENp AND APPROVED BY WATER PROOFlNG CONSULTANT. I I ° � DONAJSPWTS TO CURBING OR CONNECT INTO I � INSTALL 2' CONCREiE � w.o RIM�41 .Y a I � � � �p a �� p�p� S1F20M INLETS, WHERE PRAnCAL, AT TOP OF I � aw�4� 6 4zo+ STORM PIPE ELEVAPON INSIDE INLET BOX. c ' I 1 I ; :GATCH WRB ; , � ' � INSTALL 2' CONCRE7E � � �- PROPERTY LINE I� SPILL CURB 42.a DONMSPOUT ,_._ (TYPICAL) I I I I � O k SNOWMELTED CONCREiE � U � PAD FOR �ENTILATION � � I REMOVE AND DISPOSE OF DEqC DRAIN INTAKE ON WALL � i I EXISTING ASPHALT DRIVE, � Q PP� ^ (RE: MECHANICAL) I ' �� i CONSTRUCT PROPOSE� DRIVEWAY. WALL (TYPICAL, „ - � I �1 .5 a2 RE ARCH) � . � I � I I ', ,��y� � _ ' � .� � � � '', �I PROPOSED 4' STOR� � II I ' SEWER MANHOLE '.; � ! n LET �Fl�� I _ AM _ ._ �_.__. . . . i � p,��.�-- ,. I � v � I o I � ' (SEE SHEET C004) ) ;x.s ' as.o wwa.s �b�� ►H"" $ I � _ �, � � � - - - J I I i I - (MI15 OF .DISTURBANCE _.� ~' - - - I _ _, _ . . - i ' - - - � � TYPICAL ,�� I _ - - �' `OWNSPOC17 ` *2p� � L - -- - - - - y,.4r , TYPICAL � ' °' EXIS7ING SPRUCE � � � � � � � ii2EE (TYPICAL) � O r U U U U U U C� U / � � - s25 32 33 �.n+ '�, GRADE SWALE � ' P, m � � � � � w � � o � _ �i.s 1 TO INLET. 2x MIN. i' i I �,` � � 4zs 3 PROPOSm ' ; + ' � ' Z� , � �,/'� . ALL EXISi1NG SPRUCE — � CONCRETE s iRASH BAY � ; PROPOSED C-INLET �� ', i \ 1REES TO REAIAIN IF _ � YA1H DANDY BAG � � I �. } POSSIBLE (RE: LANOSCAPE� , � ' � � / + s4n � PR0IECTION I �i ''� ) ' . � ' Ji , ..._ "'' __ ..- . ,' �__-�- � \ / > � PROPOSm 2' h (SEE SHEET C004) � ( \ EXIS71N0 BWLDER _ . 1 RIM�33.8 � � � � � �'� ATCH WRB � � � ' � ��i '�, � �L � RETAININa WALL g, �,� � �' I'�\., .� (TYPICAI) �— — �� \ ��, , . � �, � � '� \ ', ( --.,� INSTALL BEAVER DAM \Q.\ �' \ ,' � ; \� �_� _ INLET PR07EC710N N \ �, � ' � i`�, � l� ON ElOSi1NG CURB INLE'f � � VARIES � � °� � , , � ,� , �� i `" .� I � - •,.�^ :> ti� i: w �. _ ro�' � � — � f . � I � � � � _ .. � row w.o .. � ' ;k —�� .� � I �I � `` iow se.o / � � � e ;� e I � � + , �� "1. l 96 : ::. �s.o __. , , � 9 � ,p. ' "� ; �, I * ay, s� *e � / � . . � :. ,. u� ., i 35.6 � , I .SS � --, _ . � . � � / f�� / n.�N � A � . 35. �3 ;� � I __'__— �7 . >� . � � � J i ,� � "�'h � � � 2 : f —'_--__ � I�I _ i '�? � . P � � . . . . . - . ' - , . - I— W � \ � d�, l �3s.6 I i �1 � \ �� tef'+�y " �:: .{.: � v� -- p � � � �,�� I _ ,.�, :.� : . 2 . -'-- - ,� 1 � ` � �� 39.6 6.67[ i � ! 1 36.2+ � � _ . . _ _ . � . _ ' _ _ . —�- _ _..A —� � _ . DOSTINC 3' WIDE �j �? z ze. � _ � - , - , �4 �� ---- � at. I � _ _ _ . _ . _ �� , ' ATfACHm N d w o _ _ CONSIRUCT S WIDE. CONCREiE SIDEWALK i 5' ATTACHED ' _ _ � INSTALL PROPOSED BWLDER SLOP(E SIDEIMALK AT 27C TOWARD T� MATCN EXISTING WALK. � o N � � ( So.za � � - _ - - TAPER PROPOSED 5 WALK w � � �� (�NNCRElE SIDEWAUC ', � 3s.s BACK OF WRB ELEVA710N AND MATCH IXISTINC f#tADE. i- .J w w � Z SAWCUT, REMOVE do DISPOSE °' _ _ � - _ _ - - �.� � OF EXISIING ASPHALL INSTALL Z o � � ~' _ .�J - - '�' BEGIN WRB RETAINING WALL AT 4' MAX WRB. w w � � - ..«— AND WTTER HOGHT. SET BOTfOM OF WALL w w N � � � e PROP. 4' CONCREfE PAN. AT 1' BEHIND BACK OF WALK. � Z � � o r � � INSTALL 'ONE PROPOSED 4' 1NDE � � � N � w w �`� �� - _--- - in z - � m a APPROXIMA7E LOCAiION OF wpr �� CREiE PAN w v� - � d v� a Z w c9 EXISTING STORM SEWER. TO / - L1MI75 OF DISIURBANCE p � p o p p p BE REPLACED BY CONlRACTOR. � �� a � U U C� c� o OONTRACTOR TO PROVIDE LOCAl10N �J � ) � > � o J Rt -1 PROPOSED 4' WIDE � � � N � � � � m � �TM �� P'�'N TO ENGINEER PRIOR TO CQ�1 - T�l F�MOVE AND REPLACE > o O � a � � 6� J N T BATER• _ _ 9�R�A�TIVITIES. GUTiERGALONG SIIE. � REMOVE AND REPLACE u� �n �n �n �n u� �n ,n r-- w DOS7ING CURB AND w o 0 0 0 0 0 0 0 g WTTER ALONG SITE. �- a co r� r> r� o c� o r� a �n �n � � nrn � O . � �� O N O M N N � U a v � � • O N � Z u'� � � . . . _ _.. .., N � � _ :,- � ' _ _. ._ _ . _ . _ . . _. O T . � ' �__ � � � \y:. ^_ ._ -. ! ,— _ '_ . _ Y � � � � --- - -- Q o �_�-- • Y N � � Z � .._�_,��.�, f _ , ... _ .. . . .. . . � U U m O O ' ^ Q V � � � . � � C9 O� O O Z . ' , ,. . . _ .. . . .._. . . _ . � - Z Z O Z w � _. . . . ,.. _ c? 3 c� w m i � �• o o � ° a � � � w � � N (C � � SHEET 3 � C003 ° SCALE : 1 " = 10' 0 � a PROPOSED TYPE C INLET EXISi1NG STORM INLET x o RIM�425' GRAIE ELEV � 8044.84 � II IIIIII Z m M INV OUT�38.5 INV. IN (24 ) 40.55 � o� N , r� m a� . � � � � . � V ' Ox _ _ .r ._�--_ - - 24' ' . � , � �� `.°� • � . � �' I�� I► � �� 4 THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND TNE �,"r ` STN� . . --� HIGH PRESSURE GAS UNE. THE CONTRACTOR � � ' • • ' � W Zo; v E � � ` ° IIIIIIIIIIIIW � n SHALL POTHOLE AND LOCATE THE HIGH � � _ - ' ' ;P , ' Z m; N -»�----° PRESSURE GAS LINE PRIOR TO CONSTRUCTION . _ . � a �,� o� SHORING WALLS SHALL BE DESIGNED TO NOT � � ° � _ �,--.-., � IMPACT THE EXISTING GAS LINE, AND SHALL _ . - -' - � Z ; ° BE REVIEWED AND APPROVED BY THE GAS COMPANY. � � _--'' _ � - � � � ❑ W W . , � , ! . -^-""`� � REMOVE EXISiING PIPE AND INSTALL : � � � �_.--"'"K __ E,. ,�-_�.-��..--^..�- .� _ ! � � - 7.51F OF 24' RCP O 487G d�=�' . �.. .. - _ � � - � . �,y---- ,�-� �.__ CONNECT TO EXISTING INLET r� °��'�,_ , a .�-�---- � . . _ .. _ �. �/��/� �j � . - �._--- - _. ` . .. ....J�-y..e 1 �' ,� . �NV�VVT/ � / .� `(�P � ��_ II t . � 1 �`� Y�• � ��.�, . r . . _ . . , �_f . ,.. . 11 � rM1-�` ' _ _ ' . .. . - " �\�. �� J/ � ...�...r_ . . � ----` .__ � , �� ' • • ••:�/ I :4� � _ - � v t - f W 'ae �1 /� � � � � � _`. ,: _ . ' _ _-- _ �. i ', , PROPOSED TYPE C INLET O� y ; � � ��---� _� _. _. __.: i - _ - J . �_ 36.4F OF 18' RCP O 2.57f NATH CLOSEMESH GRATE : � � /r . . , RIM=41 .2' �yh ' ' '„i_ '__ ,�`,y._. . ..!-� i - " � ' INV IN (24')�37.1' � •� �/ ,; � r /� ' ��%� 1/ DAYLGHT DOMMSPOUTS TO ! ti ; , INV IN 78' �37.8' 0 � . , . � w �� _ � � .� /' �"` i �; CONCREiE DRAINAGE PAN. � � � _- .=-=�'�-'> • INV WT�37.1' �'� N � � %' 'G-'�� r (7 PI�AL)' PVC O 1 .Ofi MIN. ` '•' - _ . � � � ' �� 1 t - - . �_ y � � : - � � - �-'� `' � . s �I ,_ ._ .. . .. _ -. _ . 1 ,� i ' �.. - _.. � � - , y - . . :: � �, . ;. - � � / �i'��` ��.// /�� . � ' `` � � � � ' 89.BLF OF 24' RCP A 4.7x � �i�' � / , ,., � / -'' � � � � � _r;. . / .,� ' � l/''.; . � . .. " . t ' � � � ' � �j'' �.- 1r'� T ` �� , :�= . � i 1 SEE SECT10N SHE&T C002 �/ ��"` � ` �i � � ,- i s� , ,� m � ��-�" n^r-T ' �'� ,' . /r �` �% / , " . i � � ' / � ,�,,�a � � �� ,{ ' � ' DIRECT ALL ROOF DRAIN DOWNSPOUTS AWAY i `�' / i �/ ;i '/ FROM BUILDING PER GEOTECHNICAL ENGINEER'S � / i ' �� ' j � � / / ,; ' RECOMMENDATION. NO DOWNSPWTS SHALL DCiEND DOWNSPWT TO �i �� I i % � !' � EIAPTY ONTO LANDSCAPED PLAZA AREA. EXiEND , �� j � ;_ �"'� � - ' DOWNSPWiS TO CURBING OR CONNECT INTO TOP OF WRB. INSTALL � ,' �� / /� "% � --' � STORAIINLEIS OR MANHOIES AT TOP OF STORM �� PAN ` � / f/ / ,% / / /'� � � `� ' � PIPE ELEVAiION INSIDE INLET BOX OR MANHOLE. INV �42.80' i �I - % /F / M � /'� ` � �� / , ,��t � / ,j � / ,;� �".�. � - " � .��. /� /� �`� � � � C ' F-:: �_ . -. � . � �, ��'i ' � � � / , � '/ '`��. � ; CONCREiED RAIN�AE PAN �} _ _ �� l � I � � � � , ` �� . ` // , .. ' ' J . ` ; :, PVC O 1 .07� MIN t -,..: Y - f� , Q � / / / ` , ,; /f /J � � / , �/y r/ y � ` (TYPlcn�j• i' "` � :y `:f-,- _ _ _ U �rr�Pic�T �. `,. � nN 4• T � / � j � / � ../ /// � � � , EX S G 2 CMP 0 BE Q / � t', �, 1 ABANDONED (CONIRACTOR a / � � "� / �' � '� , � r. . � SHALL VERIFY AND PROWDE i ,�;�;� ' � !' , � .� � �� INFORMAiION TO ENGINEER _ � '� � ' / � , ` ' O '� " " � � � � � � � I PRIOR TO CONSlRUCl10N) � / . . , 1 f. '. � wy' � _ ' .. . . � , � , /;� ' ` _ > PROPOSED OVQtSIZED � _ _ - � ,.' /: . . _ r ^ � '� " 3'x4' CURB INLET _ - 1 __� �rr„�-- CONNECT 4' PVC I�I � � � � / :' %,. / �;;` ,' - RIM�29.8' -.-._-�.-.�'�_". ..-. \ ' � y. � DOWNSPW PROPOSED 4' STORM _ _ V � � � � INV IN (24')�25.0' � �- ' � . � � � ' � , � / ' � ' ; ,, ; INV IN (2-4')� 27.5' .� �` � - - - ' � RI�40 SANHOLE � „ ,}; , . _ . -- i '. / , Jr', , , � ; ( INV OUT (24')m24.8' ' i ' ', . _...� - �',` � _ _ INV IN=33.8 - ' ' � .�.. ,-.. . �!. �, _ _ _ _ . _ ,�.�----"^; ..., ' p" .- _ . ' :� . ._ .. _ . . .: � INV OUT 33.8 �.i � / . j � � �. . , . ' . ' _ ' " .. . . / , .+� . , 1 , ��, �� . � .l:� �� r �.• -- -- - � � INSTALL 20.0 LF. +• / Q ' �� h . . NAiHPC O��SH GRqT�E , 4' PVC O 1 .07G MINt Ai�'� FUTURE PROPOSm � n/ / � / i I` //' \ , � r ��'� ^� ,� � I �°' DRAINAGE EASEMENT �y � , , ` � J: � ao siow SIOR� u�A CONNECT ENTRY t200F q�� i 1, 1 ` (T�W ` I 0 iYPICAL � ! `. l . � / ,/_ • .��w��.�«: _ DOWNSPOUT TO � � ) ei / � , � . ,. � .�. ... �� - � � , �\� . ✓ , - , \ , � ./ � ' RIM�34 7 ;; � � . + ROOFDRAIN PIPE AND ' ��► / 1 . � _ . . �. `� ,_ . . - / / �/" � . \ � l ( \ � - �� MV IN (4')�31 .8' -- - CONNECT TO INLET � ,� t,0.0' / -._._� : �.. �, : ' A�;• , \ � � y INV DIJT (18`)�30.3' � � � / � , , _ , INSTALL 9.0 LF. �' � f " g 2 A IN ALL 5.3 F. ' . S , ,- . ' ST l. � / i =. �+,«'' ' � � 4" PVC O 1 .07[ MIN. 33LF OF 24' RCP O 2 OX / �.. -- _ _% ' G - 4' PVC O 1 .07� MIN. �� '"� F.p �a \ �. � � � ". \ DAYLIGHT INV�38.0' ', ,,< ` � �l" � � ;?. /�/ ,� � , `� �*� ' � ' � ' � � REPLACE IXISTING 2X3 INLET _ _. . LL i / , � / , � ,`�� \ .�/ : � � � , I WITH 5' DIAMETER MANHOLE �; . CONNECT DOWNSPOUiS � � � REPLACE EXIS7INC 24' CMP NAl}I �� 1 RECONNECT STORM PIPES AND d' t � O ,., i INSTALL OVERSIZED 3'x4' INLET �/' � ` TO SAND/OIL SEPARATOR �� " ` � � 52.0 LF OF 24" RCP O 5.8X � � SET R E V � 39.4 ry�� i ' WIlH VALLEY GRATE. SET ON ,� J,� �', • �Vi ,., . i � '. . �� 14.7 I.� OF 18' RCP O 2.Ox � / EXISiING STORM SEWER � WTFALL PIPE ,-� ,� �, - +. ' � INV IN (24 )�8032.94 � ',v'' ' � -� INV IN 4' �8034.94 � RIM�27.B3' C � ,` � INV�9024.0 `, , � � ) _. � � ,�..._ � MIN. INVERT OF 24` REQURIED=20.55' � . (PER MECHANICAL) ' `� ��i �• � '"� ' INV OUT (24")�8032.74 _ . _. __, - _ _, - - ,. , ' , , `' ` \ � ' ' � CONNECT 4' PVC ^ � { ,o � � { y , � / FaCI$71NG INV (24')�UNKNOWN � ' ' � � °+�_.. � � A �. ` � �� DONMSPWiS , �-�� ' �{' �t+ � � � � ;�r � s � � �� ;��: . � � � .. ,� � � . � � �� .� � �\ , . . 0 � �r M yfi �� ' AND PRO DE I FORMAiION TO ENqNEER) . , �� ' ` � l . . �_' ',, / � � ; � - -. , A , y�� a M +��'+�� . PROPOSED FU'NRE �., ,\ � �,/ t` ; - ' � � / / - i'; , . � �^ � , '; ' .� .,, � -.._ .. , � ~ DRAINAGE EA9EMENT � ,. � �\ �, � \ / } ' , „'�'--' ""..:�� _ , . (TYPICAL) \ .-� / �i � � REPLACE IXISTING 24 CMP YNTH ,: -�F 4 � r_ � _. �L'�----- � .� ' ` \ /' / 6' � 47.3 LF OF 24' RCP O 10:07L �.a �' _ - r `�. IM§7ALL 8.0 LF. � _ ;-` / '� �' f : '4 ` '�`� , � �� 4' PVC O 1 .0X MIN. � ; -' / �A , ;_ _ ` �"�,�`L�3,:. - ' hc^ _ . � DAYLIGHT INV=30.0' , ' � � � ,: , -�. _ �.- �:.E j"` -= - � � � - - . _ - - - -- �- i � . � � � ''�'y ,---_--�---- --- . ._, - _ � _ _ � � � � ,:-, ' '-- �" . ` . _ _ � ,� -- �_ --( r-. �n. 4..�5• :, � ' ., .._ ,ti,/� r :�r•ra {CIrY � - - ,�� 'w ..� \ . . , . � � ._ . , _ ...-. pfi� _ _._.. . �_. � , s. .' � � k � ` .;; ./��° E'� CE -�. r# .... _. _ __ t:� „ �- �n �! �rt ftf . • , . __ _.._ � � T \ � . � - ` � � - - � .r__. a � � '=�"� ' 1 ,'+� J_ � l , '` . ._, ' , ' : 10.0' � \ � / � ° -- - �\ � \ � � PROPOSED 4' STORM SEWER MANHOLE LIMIT OF DISTURBANCE � �M_�,.2� DRl I/E (50 ) c„��, 39.3 LF OF 24' RCP INV IN (18')�30.00' Fa0ST1NC 2X3 WRB INLET r v v v v v v v v .� � o �.sx INV IN (24•>_28.�� WES TNA l/EN R�M _ �,, .e, °° � > > � � > > > ,� INV WT (24')=27.80' INV. WT � 38.11 � . ��'�� - � � � � � _^__ r � . .. - ..� \ / EXISi1NG 2X3 WRB INLET ' ` \ PROPOSED OVERSIZED GRAiE ELEV � 6031 .84 � � 3�x4' CURB INLET INV. � 27.84 � \ RIMe27.93' �� INV IN (4'�23J' _ _ -_ _ _ _ uAS ^"..'�'.'r__ _ 19.5 LF OF 24' RCP INV IN (24')�21 .Y fjAS , �iA� .,:.---�`-- GAS -----�- C�AS "'"` �iAS " tv w S�!?�- . - -_- f_S ._. _,.. _. _. m ` O 1 .0X MIN. INV WT (24 )�21 .5' v�_w ' f�S - -�.-�-. J�>� , �. 54.7 LF OF 24' RCP �_::__--- GAS .�---_- --'- ..... ._--- °.�-------�--""' " � ,.' `�' _ ot .ox ---�-- GAS „�,....�....._..._ � ,,. s._-..-.--._ .---- , J_F,�4.�- ..,. � ....-..._--.~'.. , . � .�--�---___- _ PROPOSED 4' STORM RELOCATED UMI-35R . , � , : S Y�f � - -. _J SEWER MANHOLE ELEClf21C VAULT � �.� � ;�� RIM�25.5' (SEE SHEET C008) /' ��". , •�� , INV IN (24")�20.95� % `� " _ / '�`L '^.'\ INV WT (24')�20JS' : ti ` �`y ', - � � .. �� 's u�, , an� _ _.�.---�- , ' . . . 4 . .,,,- _ Yr � _ - �- -- _� � ' J ,.. � . - . � c � . �- - �' . . . � /' - .' : � f-`"_ • .___ _ �_ . .. .. .s . ..---� ' �� Q H !- W � %' t �� - s �� _ _ - - _�-_ --� ... i � : � _ S � H In f• J {�Q`� ' ,� J' - '�' ' - - , 4 � j Z Z __ _ ___ . . ��% � , �� - _ . , . _ _ , ` ` _ . _, . . �,I ' __-_ . . � _, . . _._ w O - = _- - , � � � � N _ _ ,-, . _ . _. . . _ � p ai 5 W J F- W d � � � � [�NERAI NOTES W � w � � ~ � N �� 1. EXISTING STORM SEWER SHONM ON THIS PIAN IS APPROXIMATE, AND MAY NOT REPRESENT TiE p � � - � ~ � w „�� LOCAiION OF iHE EXISlING STORM SEWER. THE CONiF2ACTOR SHALL P07NOLE THE STORM SEWER tn w � � � � vWi a a b � Y AND PROVIDE HORIZONTAL AND VERi1CAL LOCA710NS AND SIZES TO ENqNEER TO ALLOW FOR Z w c7 �a � B� � ,� � * � F § F�i H � �$ p � � � • b REDESIGN PRIOR TO ANY CONSiRUC710N. � ¢ � V � U U U o b � � � � � � �n � q � �� N � � � N p o.t � �� 3 2. BICYq.E FRIENDLY GRA7ES SHALL BE INSTALLED ON ALL INLETS. w O p �n Z O �n O � � a Ys � R � �� i3 �� V � � � 5 > ooa� a �. t� t� J �` a � 5� � � ..k k g� � k � ;..t �`k g� Hk tVwe � fn � N4. lnl� � 0] 7� � � � �� Cg g# � i 6 � � _ = 6 g$ � � _ ; S g# ; = 6 "' �r ; i 6 ggg# # 6 ' � = 6 3. ALL INLEiS SFIALL HAVE AN 18' SUMP PER TOWN OF VAIL STANDARDS w �� 47 � � N � � �i � h � � �iTi Sh � �i � �i �61� � �i � � � �Ih � � � 6il��i�i � � i �ii � � � � . . 4. ALL ROADCUTS SHALL � A MINIMUM OF 2' NADE. THE CONIRACTOR SHALL INSTALL A PATCM u� 'n �n 'n 'n 'n 'n '� � 8050 8050 TO MATCH 1HE EXISTING ASPHALT SECTION AND SHALL INFRARED SEAM ALL JOINTS PER TOWN OF w o 0 0 0 0 0 0 \ � WUL REOUIREMENlS. Q a � � � � o c� o p � O �-- N O � N N a S. CLOSE MESH GRAIES SHALL BE INSTALLED ON ALL TYPE 'C' INLETS. r� � in u� �o co r� rn 8 � � � � 8040 � � �� - 8040 Z � PROPOSFD F�M9H � . O O �� 4 � SNOW STORAGE TABLE � 0 � 4 za� a za• Rcr PAVED AREA = 1465 SQ. FT. Y o w aoso � � � so3o SNOW STORAGE REQUIRED 30% = 440 SQ. FT. Y o � w � SNOW STORAGE AREAS c� c� m o N � � � cJa rn .- z � � AREA A � 194 SQ. FT. o ° o Y a aa ; ! i ! ! AREA B = 277 SQ. FT. z Y Z I � � . _ _ _ � . _ . . . . _. _ _ _ _ i _ _ � � I - � 1 - - - - TOTAL SNOW STORAGE - 471 SQ. FT. Q Q � � o � I a 8020 ' _ _ _ 4. _ 8020 - w � i m a U W Z i � W i Q �' . � � I �'� I, � � - ' � ' ' ' ' ' � SCALE: � w 3 8070 � oAT�, E�� HORIZ. 1 " = 10' SCALE. 1 - 10 SHEET ;, aolo 00 . � • y . _ S I� O> o O � a0 O� n iA n W � I� ^ �O � � � � o N �; �; � o � � , � � C004 rn N cv c� c� n n n n M °� ri a a a a � � � � � m � � � � m � m � VERT. 1 = 5 N O C _. _ .1 _ . _ _ . _'_ __ . _ ' � 3+ 50 3+00 2+ 50 2+ 00 7 + 50 ' +00 0+ 50 O+JO O � a S �Z. ' '�. ��. L 10•0� �•6� � e' CATCH � �IIIIIIIIIIIIIIIIIIIIIIIIII Z �N� I ,,,,.....',^„!"�:�' 1.3' 10.0' "'' � CURB � °mm O2 ' � a�a " ;;-i ; -;•; , /,% �� . e. 18' CATCH 8' CONCRETE - (7 . g� �ii� �, e �� :- ' • .' v�Poes ✓ � -'�`r ^� . ' . ` I ExPANSION JqNT CURB B' CI,ASS B � Z � � �_�M. °"f � � � r:'. a ,� y �., 8 X 8 X W.14 �/ �o . 5 �•_e• �-� � , nk� t 4 ' � ' ' ..,. + A V A I I I I I I I w. uNi�,� .F -.h� y �,y �YN` k1 .,IF' �tc:-��h � ° '� � Sy �+ -v . B R MP VAPoES X W.14 WWF � I I , . . . : ti 1k�,,y,r ri,� � .?. f; ; 4 ' �� ..,� � FLOWIINE FOR FLOW ACRO55 PAN rES , . /� � � H . . .. . '� , • �5i "y I , yr,a ^�.Ga,v- y. a 1.L� 2 �� v,, (SEE PL�NS .+ ' " � ' ��a , � f . ; . vf ' , , „ ; e. '"t 'Y, a''�ws PROVIDE 8� OF CLASS B IRADIUSPIVAA S S I ` V ' '_ . � IIIIIIII II Z N� � • 0 AGGREGATE BASE COURSE + ' y ,� ,,� ��. � ; �, -� �.1 ,,,��,� �IIIII _ �3N �� COM PA C'E D T O A A S H T O I C O W R t A C 1 1 0 N J O I N T ' �.� v"'� -�"� .�/.r' '"� J ` r 'K ' �n °i ;� . � .; NOTES: "�^-,;,r F�` ``: r�, ! {" ./"� �'�a,.:-, ,�s� � ` � . '- .� IIIIIII) U' o� Tt 80 AT +/- 27. OF � � Trench Backflll , � j ' �.;4 .^ '�: -+C ;� . a�r ,� , � " e � ' OPTIMUM MOISTURE CONTENT � 4 . J� �, 1 . BACKFlLL, SEE DETAIL OF CUT/FlLL SLOPE 4• �y-5 ppq �, � Y o :� l WELDED N1RE FABRIC . � \\ / '� Z r 5 2. SLOPE AT 1 ' PER F00T � �. �1R�� Kr� � IIII �.L.� w • + ,;�, � ` �r'S� '`� ?4 , � ' ; + � Y { 4. SLOPE TO MATCH ADJACENT PAVEMENT � Roadbaae �\ "�"`^�� ,w,' �q r* � > � \ N � ;. r � �, , , ,` � X�± i.kx, 5. PAVEMENT, SEE TYPICAL PAVEMENT SECTION �1�� r ; � ' •li` , : . : '" � < ' ' � , ';''" +, PER BROWN AND CALDWELL Soil � � \ � � � �` `I � o � 2.0' 8.0' � VARIES 2.0' �E� ��l � ! Y . �� ,'r-� L. -. _. -. - ._ ._... . - -..._ .. \ f � C ' , � �.� w :� r . o 0 PROVIDE 6 OF CLASS 8 _ ..- - -° ' ' \ � + ' 6. PROVIDE CONTRACTION JOINTS 1Y O.C. MAXIMUM - � �\ . N AGGREGATE BASE COURSE 7, PROVIDE EXPANSION JOINTS 100' O.C. MAXIMUM Undie4u�ed � w � �n " � � COMPACTED TO AASHTO , ry ' /,, � , •,+.� ��: m � �' ,<<!r .••""•• N/ NOTES: T180 AT +/- 27. OF 8. SLOPE AT 1 /2 PER F00T pcPANSION ,pINT vARiES � �� '�NT \ \ �'� /j � �n �' \� a 9 Gj �•• ER N.T.S. FOR CROSSPANS w I � 'a . � : �' 1 . BACKFILL, SEE DETAIL OF CUT LL SLOPE OPTIMUM MOISTURE CONTENT pu�tt �PROni SH�LL BE e' �E p�,�N � l,pNpER TFiAN 36' � � � , ., /,�/� �^ n; i �� I m � 2� CATCH � , v . 2. SLOPE AT 1 ° PER F00T � f THICK ANO HAVE SAME �N ', �� '""M-� �j/.� / v •� � Y m 2' CATCH Q M► Q �Q �A�� g � FORCEIAENT AS CROSSPAN ; 1..+, i� /� .� ^,✓�i \ I � �R9 4' ASPHALT �RB � � a A . 4. SLOPE TO MATCH ADJACENT PAVEMENT d� r� P1 Va �v FLpWLINE GRADE M MATCH ROAD CRADE 12' Dta RCP �� ' t \ ' � Q N :� 5. PAVEMENT, SEE TYPICAL PAVEMENT SECTION p �qN y ��y BElWEEN PAN INIERSECTON PqN15 \ F ° ' w y� �,�� iM�- � 8' CLASS 8 O'. y N PER BROWN AND CALDN'ELL Pipe Subgrade � � ��' ^� ` � ^�� '��"� �\' � V I I V S k f�:�.�) � �� yy ^ � PAN M1RE ME4M REKACE NIIX RElAR �c � \ � 6. PROVIDE CONTRACTION JOINTS 12' O.C. MAXIMUM Z• CL 2� 5X AWAY wrom uuEO vat N�vx�c [rq ,�qen or �,'^�sy,� %' \ \ ', � �%�� ` ' VAR1E5 VARIES , 0�"� � ¢ .. .. . � ,,;, � ��.,v7 ir/ . � � . ; �? ;:.ivi . . . ;'�� ,<'ri .i �,� � v :� i-� i, . - . q (A 7. PROVIDE EXPANSION JOINTS 100' O.C. MAXIMUM FROM BLDG. \ � � �\ ��i, �\� �`��i !�� `- �y � •• V W 8. SLOPE AT 1 /2� PER F00T 27. MIN. 8` FT 8� T �--- �°' 6 • ° - �.4 aio .c M n.. n. (F� e �e• Ew.) -�� " ` �,,��i\� \ � �" P �.. �--�-- . - -- 4e' e ■ e - 2z Q13 p. In Pr F! (µ e ie' EwJ . . , . ,. %�r:�� ,J,.�� ' � fr- ,.r � , � ' � x' e . e - ao azo w. ti p.. re. tN e �r Ew.) ,.� ,�" G� � ;�. .; X �., • �v-- , , ' � e�� rwo e.e az o.n e Fc e s• Ew. , "�e.� >� � �= �� " � ✓ � � � � � I i !, .. . . . - w wr !4 . . _ . ,� ,{,� .,- y.. ,. , . . .,,..r v�•� . ^*c� . ,. , t . , . .] ... � I �r ', "' , - � � � i i I � � - � �r� ' �� I . `� �� m�. , Yn , . t�' '� ;y e' x 81Hn�a x w� a1 � � 1'YPICAL 9EC4101�0 � i,� :. C. -�-' . _ .� . � ,.� , � L:_.Welded Wiro Fabric '. R �i , ;6` CLASS_ 6 .�t- f � i ' . ` � - .."� �..i.`.�.. ' ,`-- . .� � PROPOSED BOULDER .-. =iti ., _ u :, � RETAINING WALL N.T.S. CONSIRUCT CURBS PER COLORADO D.O.T. STANDARDS M-809-1 N.T.S. N.T.S. � N.T.S. 2,0' 8.0' 8.0' 2.0' � A G� VM��6-1 VVP�I� 'V �� A� .�.�.� VV1�1V� i.0�°i�"11Y�!"11iC �!'1Y�1 � �� VV1�1V1-1G 9 G V9'7VVV7 �F1f\ � VVV• G�"9 1 � �P1�L 2' CATCH 2' SPILL 2.0' � � MM COVER 70 REAO CURB 4' ASPHALT CURB MIN. INSTALL ZURN Z-BOe-HPD GRATE Gutter 6-0' O 12: 1 Max. � 2'-O� � �STORM SEWER'. 6' CLASS 8 � e • NOTES: MH FRAME AND COVER HS20 VqR�ES Curb Tranaition NON-SHRINK LOADING RATED OR EQUAL � Q �. t . SEE PLAN NEW FOR GRADES. Sidewalk Trane(tion � GROUT r_ , �, � ,, . , . � . . . � I ' � � , ;,ii � � ✓ r•i i .- � i ! �ii�� ' . "' � � ND 10 MIN 2. SEE ARCHIIECTURAL PLANS FOR TRENCH � , - � : PARALLEL FlNISHED SURFACE ' v�� ,.�� KEY BOULDER INTO � 8. � � � � DRAIN INSTALLATION DETAIL AND REQUIRED . , , , � � � ' � � '�: • �x WATERPROOFlNG ON ROOF SLAB. 8' 6. . i " ' , ' " •' �' � ' ' 4y � ` I AID UST TO REQUIRED GRADE NATH A MAXIMUM � , , } " /, "'��'+ ' � "'f, g" � l� � �� , ` GROU . ' . � L15Z� � 20'[508mm] --- � � OF SIX 2 THICK REINFORCED CONCRETE GRADING � � 4� 3. SEE MECHANICAL PLANS FOR ROOF DRAIN � Permiaaible Jolnt with Epozy coated deformed � � �-9� � I , INSIDE LIP TO BE MAX RINGS SET IN NON-SHRINK GROUT TMp�,qL Gq�,e,pE pq�yEyyAY 9ECTOON }- a•C102ron] GQA1E �TAIL TOP VlEM/1 I No. 4 by 18 bars ca�forming to ASHTO M284 . HIGHER THAN N. T.S. 102 I C LOCATONS. � r MIN. at 18' apacing. m I , PRECAST REINFORCED CONCREIE MH CONE i OUT5IDE LIP ._,k_ � � ,�� pAV�6VQ SEC�,IO�V�' : . `r T{ Curb and Gutter Concrote Curb Ramp N 9� INSTALL i ' DIAMETER RUB'R-NEK JOINT GASKET ` VI6VQ �'-, ��'�� "� AND GROUT JOINTS INSIDE AND OUT5IDE, GROUT „ . . . ! , � , f , INVERT C D r , i: '� � A � LIFT HOLES ON INTERIOR, INSTALL 1 1 2' DIA. ✓ 1 � e • + � -� '� AN� P S � C � I 09� V� � YY N � RUB'R-NEK ON MANHOLES LARGER THAN 46' � .r--. 1 2�-6" across flats i w A �� t ' ,: * f 1 } 4��1 �2TT� i' � � t � 2' iG J� DIA R � � ; + y;.�{� �;y ;� , �--- 10' [3.05M] SCOIe: NONE � 6" �yp 1 � \.% , ;. r. MIN. � � PRECAST REINFORCED CONCRETE MANHOLE � BOU�oERS � LdddTUDIMAL CROSS SECTION � � �' -'� � BARREL PER AST�A-C478 WITH STEPS. ' �, 3/4' WASHED RoCU , �°� <� �r +'�` �M .!L r v, �'"� '< � 7-S� X-$�r.�� F o 5" MIN ' TYP 1 r � t "" i wv`��.wh �'' blFr� ��„ � i��r �. 4'-0' � N . T. S. ° / BACKNOF CURB � 1 µa c r>. ✓ � ��' � ( a4 x *A � } ! n � Wing Surface Z � -.+� ' *� � +i� m 5-0� DIA MANHOLE DIMENSIONS sDEWAUC, ort + , � � , ,,'' xrm+�rN ��'• Y yx ti+ar ry � J e � +.i:a + �` yy iW YW '�` Sidewolk � � / J � ��fi N a ...� � + . a M1 � � R � .Y4 �Y, Ws +� aW p AL MANHOLE STEPS e , PIPE DIMENSIONS / I r* „v� "" '� � • � ' r," ` y° � "` N ° h "` �, � p�, /� �y� � /� , MIRAFl 140N OR l,. i.. 'C� .,. Y� G ��'11V Z�8V�V tl �G9�iV� 1�i�9l11� Flowllne 0 � a v > V . � 15 - 24 DIAMETER � 4' - 0� yy APPROVED EIXAV. w, ' � W BITUMINOUS OR `' � o�h�d � E � ? ^ PLASTIC COATED 27 - 36' DIAMETER - 5' - 0� l I 1 a „ � FM1n� 4Af ,� M White -�. ._.,_.�,r- -••��- \ Ps�aw��µ � d°• N � � � MA INDUSlRIES r ' 42� - 48� DIAMETER � 6' ' 0� � y� � "" �`" '. �ro � � xx ��e� • � § ' + Red � 6" `I 44" WIDTH J 6� J \ I <>� . � > ' � OR EQUAL 54 - BO OIAMETER � 7' - 0 a, �, },� ? v ' �,*� * -,�, � �'-�c �I `� \�' / u '. o � o � � �2/ . . . . . h � ''� .r wr ' ,. � ,,� • �ir " ��' x .ri°'.. �1jtA � n„ � , a, r. `. f0 O : (; +l ''�'l � � � � � r`� ' �f � \� � � a , � r 4� PERFORAT� PVCi J M ° �t ti w '� x �+ �r " ' � �" r � � � 6 _oy � ' , .) � 1 � `8,�0" � � r ; , ry � "� y', . .��i a� � .,A�;, � � �4 �Q��'"� 5 4� .b M M K t '' N� x)t� 4a 3� �5 � . KEY BOU DAKIGHT TO DRAM � t ?�'�° � e rf� �,. a � ` `y ^x 'a�,� . k x t+ ?a"� 7" ; PROVIDE HIGH STRENGTH, �' �. INro � " +' '� 1 2' PER FOOT 1 /2' PER FOOT ^ NON-SHRINK GROUT AROUND PIPE �� (�) �` w, �. � �> � � « k ` ' °�� x � 4 ''''� y � � / / 7 AT KNOCKOUT LOCAT10N5 AND N.T.S. �y '� �' +�„ y � � , �� ,�,* " � i ----._ .-------- � ' PROVIDE WATER T1GHT JOINT. �� 4 ^ t � �w "' a ;� ,�M, > ��+ ,:� � " s 6. TYP � 2 � U R � R AM P � • K gOULDER t�ETAIMNG WAi_L � , µ , � � � s Scale: 1 ' = 4'-0� 'y � ° r *w�„ `'4°� " " ° � �" x„ ;v ,aro '��a �t� ,. �I „ ; � r ^ -a. ,,' s � a ", '-a .; + '�� 3 s. , AK� x. ,t��''` \ ,L�" �-+t:�� 4" GENERAL NOTES: PIPE aNr Fl�iErt DED PIPE �• • '' ., ,}, .. -;( l��` '`� ' . ."d . ;� �t ' i � .. ��-e.. �'` ' �� 1.. • "�•'rQ � vi. '�y;� �:1 ��r :� '-V� ( 1/z' artE Ma - 2' MIN. �/4 S' CONC. POURED .pINT J � � i . Ramp and wing slopes shall not be ateepx that 12: 1 ; dimenetona ehown 1 � SEnLER R 1 1 �J 1 01 � shall be modifled, as neceaaary, to meet thia requirement. Ramp cross alopes L CURB ec (IU ! SNOWMELT ahall not be greater than 1 : 48 (27.) ! . ., � ' ;,,,,,y,�,,,,;,w. ;� +,� ,�y,r�a��^r,�, n � *d ^?M�" � ,� "' p � +„ , ; ��!�°„ ,�,�"w �"."� �k; � � 4" OF CLASS 6 ABC TUBING b,u. ,� ; , . .. . ,;., r > ,�w, ,>;'. "�°�r* �a�;N .,+°. '�"'? '�` � �"'�, ,,a� ;"� , ;. � : !r � `�'� '' N.T.S. YVhite on Red ly 2. Concrete ahall be clase A or B, with NM'F (Welded Wire Reinforcement) in ramp. FORM INVERT TO �� . !� 6x6 W1 . 4xW1 . 4 8' MIN • t ' . PROVIDE POSITIVE I 4' CL�SS e a" CUSS e M �� • 1 � NOTES: WELDED WIRE FABRIC 3. Normal gutter flowline and proflle ehall be maintained through the romp area. �.---�- Y, , DRAINAGE � \./ � 1 . CONSTRUCT CONTRACTION JOINTS EVERY 5� ON 4. Ramp aurface ahall be textured with truncated dome detectable warning tilea MIN tY /�'�� ^' . . DUMMV CROO�E JOINT, CURB R GUTTER O S' O.C. IMTIAL QIANNEL ANCNOR z CENTER. NOTE: SEE MECHANICAL PLANS FOR per cument ADA atandarda. COMPACTED 3/4' ' I• I ` �no�ow coumtt w�r /� SNOWMELT LIMITS, SPECIFICATIONS, SCREENED ROCK PRE-CAST MANHOLE BASE AND t�wp�ac ecn►� c2 at �� « �T�� f� 2. PROVIDE EXPANSION JOINTS EVERY 100' ON ^- s� �` BA� � FlRST BARREL SECTION CAST CONTRAC710N JO/NTS EXPANS/ON JO/NTS eouw�r. - �' N . T. S. CENTER. DETAILS AND TYPICAL SECTION N . T. S. 5. Wing aurfacea shall be textured with a coorse broom eurface only. N . T.S. I MIN I MONOLITHIC PER ASTM-C478 N.T.S. 1l-9 SNOWMELI�D DFiA16�0AC� �ABV/�QRESS PA'�-!______.-/ 1 �YPE 2 � RANlP DETAAIL •� S"�OF�AA SEVI�R NIABVI-�OL� L CO�ICi�E'�E JOI(�' DE�AIL h � f , ` � � � � I � 1 D D � �> '��` � 2� �� x< � �.._ � � � cRna� �. , a-' �x I n 4, I , . . r" STANDARD RATE �4,-�' CONSEAL2102 � �2� 1 . CURB INLET SIZES VARY. REFER TO PIAN SHEET5 AND DRAINAGE TABLE � r � SHOwN, USE CLOSEM� --I e- 3'-0' 6' � FOR INLET SIZES AND INVER? INFORMATION. , f ��'''��"�'� I � 2' FRAME AND GRATE THE FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL �`� � I 2 ANCHORS / SY + L�1' STRAP3 x"��`y�`� g• USE BICYCLE FRIENDLY GRATE PRIOR TO THE INSTALLATiON OF CURB INLETS. - . \ I 2' � 3� I PER TOWN OF VAIL STANDARDS 2 CURB INLET SIZES INDICATED ARE INSIDE OF BOX DIMENSIONS DANDY HAGeII n I � FlNISNE� �RO�ND 3. ALL CURB INLETS O1HER THAN THE 2'x3' CURB INLET WILL REQUIRE A SLAB TOP � r ✓ i I 2 j P M N � .�:� �<,'�:'�,,�,;� ' Inetnllntion and Maintenence Guidelines I 0R011NDi1N0X0� 1° DCr� �,� � �� a ,\ '•;:�� ' WITH THE APPROPRIATE 512E OPENING TO ACCOMODATE A D dc L. INC., FRAME � �� RISER - - STAPIES OR EWIVALENT. � 2. �./�:�/i��r��,ti�\�i��/�' AND GRATE (SEE DETAII FOR CURB INLE� Inetallation: Remo�e the !e from ostaII sssln. �1 I �rr�T c�eat abT � NUMBER HEIGHT WEIGHT � i ` `.,�/ R'1 � y i , ` 4. KNOCKOUTS SHALL BE PROVIDED ON ALL SIDES OF CURB INLETS WHERE CULVERT 1! usfa6 opltonal oil aeeorbeafa; plsoe sbsorDent N0. 2127018 1 '-0° 1 .050 � � pillow m uaft, 9tand the �rete on end. Mo�e ;� m OPENINGS ARE NOT PREFABRICATED. � , � W� � � 3�-0� . , the top 1!lttn` sErsps ont of the wq� sad plece ' I � I I I I N0. 2127024 2'-0" 2,100 }�i�r 4'-0' �.�?' , � 5. ALL Cl1RB INLETS SHALI BE DESIGNED ACCORDING TO ASTM C857-87 AND ASTM �pe �re},� �� e Dsay Hs` � II so the� tLe �M1 � �r DANDY HAG II � o N0. 2127038 3'-0' 3,150 � � � C858-83. CURB INLETS SHALL ALSO BE DESIGNED FOR AASHTO HS-20 LOADING �rate fs bntow Lhe top strspe and abo�e the I �a � �l �r 1� a; 1 3 4' INSTALL PRECAST INCLUDING TNOSE INLETS WHICH REQUIRE SLAB TOPS. lower sfaaps• Aoldtas the lilEfat dMoes, fnsert "Y ' w r`�'�_ I I f I ti'1� .r ., Y N0. 2127048 4'-0' 4,200 CONCRETE BOX PER PLAN ' "�� +�`• ,6�� > � �' V V V V V V V V the �rate !nW tae lalet 1 s* 3TANDARD FABRIC I3 � , W W W W � /2' (HEIGHT VARIES) " 8. THE CULVERT CENTERUNES ARE ALIGNED WITH THE MID-POINT OF THE INSIDE FACE ,. �,� �' � o��E �� r/"ti�?!'' '�s, � � o] 4� � � � -� � -� � N0. 2127080 5'-0' S.250 s� ' 7. THE INSIDE FACE OF CURB INLETS ARE ALIGNED NATH THE UP OF PAN IN ALL 1Sslntenanoe: Remwe sll sooumaleted sed�nent "�,�,a "F;� ,`� 1lONO!'Il.Al�N'f , , . ,� y�' �',��' � N0. 2127072 6'-0" 6,300 � � 1 /Y ANCHOR BOLT � T & G DETAIL r + . ,. ^; ., CASES, I.E., OVERSI2ED INLETS ARE SET BACK FROM ROAD. and deDrfe from �lolnit� ot nai! sfEer esoh + � i ' � I I I ,N w., �. � , � . eLorm eront Atter esch storm eront snd a! z�` - �- - - "'` ` ` , �'� . pLAN VIEW N.T.S. OF INLET. re�aler lntensls. look fnfo tIIe n.n� �• n, - -� - - - �: Y• ,: k,;. > � PROVIDE BACKFlLL OF 3/4' ROAD eASE 8. USE BICYCLE FRIENDLY GRATES ON ALL GRATES PER TONM OF VAIL STANDARDS. H t�e oontslnmes! araa ie more tean 1/9 full D�� p Ayy�wg � � �r. '� 'x �,t.' �'d' UNDER dc AROUND INLET(S), (6' MIN. � ot eedlment, tAe nnit mnst De emptled. To FpR �'.A9Y RElIOVAL 0�' I �S% " 't Y'��,t', x 3�.} COMPACTED TO 957.) PROVIDE NON-SHRINK GROUT AROUND 9. ALL INLET BOXES TO HAVE 18 SUMP. empt�l unf4 1ltC tse aaft oat of tse falet usln� �� I * ^' , � r�,,�r,�,�'�' �GS 4� ALL PIPE CONNECTIONS AND PROVIDE L�° 11nin6 °�'°p° °nd r°n°°�° th° �ete• u n �'�y " � �r y � "r v IF RISER IS REQUIRED, THE ' : r WATER T1GHT JOINTS nela` optional oil aDso�bente: replece abeorbent 7 BASE IS POURED WITH A " ' wnsn nev seturatlon. T»- � � " ' � ffi' 'TONGUE de GROOVE' JOINT. � ' i� � � � � � � ;� I� II � I� I I � h n ' � � � � � I � 30' z30' x4' � � 30' x30' x4' � � � � , R �' � n n I � 3�Q� 3'�O� � h KNOCK-OUT n ,' � II KNOCK-OUT I I � W � OVERSI2E CRB �NLETS LIP OF PAN/EGDE OF ASPHALT . 2'x3' SLAB TOP OPENING Z I ��T �� n TYP. ALL WALLS � , I �• ALL WALLS � � I II II � w (SLAB 1HICKNES$ VARIES, � fOR FRAME de GRATE O BASE ' II � I I N SEE SHOP DRANINGS) \ r� n I �1 I NUMBER HEIGHT WEIGHT r✓ , n II ' I lu II I PAVEMENT , � "�'� � t . �;�, N0. 2125030 3'-0" 3.101 � � �; � •q,,,,r .. � - - - - - ll `;` , �y�, � x' ' i I N0. 2125040 4'-0" 4.150 F� 6- : � '� ' n n . ; , , ,,, .: , , . ., : ; . . . . : .. . .. . . --T 200' , . ' ' CU B Fl.ONLiNE ,� ?Cy`, `,�, I N0. 2125050 s'-o° s,zoo �� I �ND V1EW , � : ' , I 200' ^' WALL THICI(NE53 VARIES ., _........._..._... �yy��' "�°l , I I N0. 2125080 6'-0" 6.250 �-✓ 3E' RCP . , ,r �', r�� / ( / ,. �i� '�� . �1,��':��,`� � Q FW- / I INLET HEIGHT TO � . s x � v ' I � (!� 1 3B' RCP ' BE ADJUSTED TO BACK OF CURB � �% ^ * � V- vf � ; CCOMODATE SLAB TOP . „ .�. �� ''' , m Z O . , Su8 1'OP N. T. S. * � w 30' x 30" z 4' KNOCKOUT 18 `RCP �ANOSCAS�SD AREA . ' ' I� 1�1!��/ pI� !�� v� TYPICAL 4 WALLS � � w O � �,- W / �, � DI'�10rV i �/�iQ � �?I �V i M�1 V a w N O T E S: p PLAN VIEW p�A M R L A N O I I O R a N W � 7� � � T� \ NTS . (!EE DETAIL). �.�- � W N � � AA HT H - 0 OADING. �/[] W w i . DESIGNED FOR 5 0 S 2 L ! �j � 2. DESIGNED ACCORDING TO ASTM C857-87 I 3 T- � C I � L� ! j � " � �XAMPLE �VERSIZE �URB I�ILE Y PLAW_ VIEW � AND ASTM C858-83. 1 $L�i�.`TI�(� A�A � � 2 � � O 1- � � 3. PROVIDE 18' $UMP ON INLETS PER TON'N Scale: 1 ° e 2'-0" � \ .�yv' ', W ! BEAVER DAM ��?'. ,��`� � �wc+�ae s��nES o c� N a w W a OF VAIL STANDARDS Z W W N � a N � � 6 �ISF 'BIGYGLE FRIENDLY GRATES ON ALL INLETS USE CLOSEMESH GRATE � Installation and Maintenance Guideli.nes p � O O � O O O Z WEIGHT: 130 Ibe. � N ¢ e U � U U U 0 N . T. S. N0: 720011 D N . T. S. Inetelletlen: 1'he empt� Bes�er Dsm� ehoald De pleesd o�er t�e �rste se the � � �p� � � � �pp `rate stmde on end. H arla` optlonal eil eDsorsenbi Pleoe sbsorDent ^ +��"" . W O O � Z O � O � � ��y� 'av� j� , ' O 0 \/ViIC � pSllaw on pOUO�. � t�e botlom (Delow-tfede elde) ef !he unN. AtteOh � � :i .�� /�� i "� . � R' (n .- N 4. � h O� 0� aDsorDea! plllew to f.ether loop. Thek the enWosare llap iaside to � 0" DiA. SCH. 40 PVC PIPE. PERFORA7E oomplete�j enalose the �rste. Holdla� the 14lE� dedoee (de aot re� oa , y ;., a 1 a w . • � WITH 1 /4' DIA. HOLES, 8 PER ROW AT 2' U.V. RESISTANT PVC OR HPDE CAP lilttnt de�laee te sappo:t the entlro we1�bL of !ba `rele), p7aee the p�eta ` M �` ' M, Y; ;• ' v ° �� ` � ' i � '°''' � �� O O O O O O O O SPACING, WRAP IN MIRAFl 140N FlLTER FABRIC FOR TOP OF PVC PIPE SURROUND PERIMETER WITH inW tts lY�sme (etreet efde llref.), then lower DacY ed�e wlth dem fato plsae. � o „ .' . a v ' " e ^ � � � � � � � � � � :,: • . The Heersr Dam ehonld be bl the mvD hood whsn fnstalled ° ° , " � • . � a at <O t� � r'� O N O 6� fREE DRAINING GRAVEL p�� °°� ` '•: . . ' . "' ' ..; , •, a .- O N O M c� N . •`'. ,. a '.;t' •. , � � � \ \ \ \ \ \ \ T a, „ , M �r �n � cc �onrn � � Malntenmoe• Remme aII soeumnlated sedfinent sad debrle from em�face and � , ticiaft� of anit alter eaoh eWrm e�ent Remore sediment Ehet hes ; DRAIN MUST HAVE 'V'- NOTCH WEIRS soottmaleted wlt�fa the oentefament eres of the Hea�er Dam se needsd. CONCRETE RAMP WITH ; TO ALLOW DRAINAGE BOARD TO DRAIN a *e1� �� oil s�eorbeaSe; remo�e md replaoe abaorbent piltow wIIen �• � �TM pZ ?RUNCATED DOME DETECTABLE � ZURN Z-125 8" DRAIN INTO DRAIN BOWL TAPER CURB OVER WARNING SURFACE PER ADA 1 /2' LAYERS OF BUILT UP EXTRUDED � APPROVED EQUAL . srnN�nROS �o�.�� w�tH ss. MESH ovER ToP INITIAL CHANNEL ANCHOR TRENCH 6' TO MATCH FLOWLINE 24' SOIL MAX. POLYSTYRENE INSULATION i � BEAVF'R D� `p* O RAMP CONNECTION , , q: � � N� Y � i . , i ;: . . �. � � ' � � �, � .. N � ,t'�� i � THIS DETAIL IS TO BE REVIEWED, MODiFIED AND 3TANDARD FABRiC I3 AN OVER�'L01/ GAP a `�r;�`:a weee �dcride st�p.es Y N `� � �, ;• �� - FlLTER FABRIC (OVER . i � APPROVED BY THE WATERPROOFlNG CONSULTANT. ORANGE 11C)V1:N O .n- o � AN � � �i . • � .i � ��. ., . . , , � 7 V' 01 � t� ^' `l; ' � I INSULATION. UNDER SOIL) ORAINAGE BOARD ; � MONOFILAlSENT / U U m p N � $ p ; V � � (1 /2 THICK) i ^ m �, � a :� �� ; . � . . . . p � x � 1: 12 � ` <, � i i ; .. CLAMPING R1NG • • ► �� U' 3 Y z N ` .. _ ... _ __ . . .. .. . . . . . . . . . . . . _ ' . . � ' ' ' . . ��yi . , '4 �' �� : , < •� ,�,. �' • ��y , ; g � �-+ ._ . . _ -., � ... _. ._. � � .� � .�� . � , . . , , . . �. � .,. � . . � 4 v r �r Z " y � `� .�� 4 . � . . �� .: , ' �,. .: � � ' r , + � ` • � � W K p Q M AX � . . , � �y , Y � O O U � O � �M� � "yyp6! . .� � 9 '� y ti� , � . '. . ; y j � � ' .:4 � S! N 1.. S ♦ . 4v. � �M Q . A/�IY �. �:LIy'i ' ' . .. �� . P ��' I y 1� � � M . •. 0 ` ��. i w , e' M�N' J GARAGE SLAB ~� � rJ � � ,�., . *r 5 a' v , }+ y , 4 4' CONCRETE � • � CROSS PAN SLOPED TO DRAIN �A P�� 'I . . ' ` ' s G`� �R � SHEE� r HOT APPUED MONOLITHIC SAWCUT PERIMETER AND CHIP OUT CONCRETE � �� P�' �� "�s�r��ae�n�exE"TM� wroTM DL51CN C07V1R�RM9 GUTTER 1NLEf w I 1 1 2" DEEP AROUNO PERIMETER OF DRAIN 2!� All SpApLS p1r AND MT JO' MIERVALS FOR 1ME MEMBRANE � �1�R� � �� N C�O� ; NOTE: AL� CURB RAMPS SHALL CONFORM TO CURREN? ADA STANDARDS I M+eTM � 2 LAYERS OF ASPHALTIC PROTECTOnI � �'�ANICAL pLNJS PATCH CONCRETE AROUND NEW � N , ?, $, N. T.S. BOARD (1 /8' THICK EACH) `� �°= sZE AVU�" NEW DRAIN BOWL DRAIN BOWL ASSEMBLY AND PIPING N. T, S. N TS INTERMITTENT CHECK SlOT � g Q A�3ACHED SaDE1lIiA�K F�ABIAP �i411. F3 �LAZA �3Ar9� � 3.AAi�9CAPED AF�AS OV�i GAF�AGE �� S �EAVER DAAI� I'�1L�f PRO�ECTION � �F60SIbN C:ONTROL AAAT > 0 r a W � W • Z mN � O� N / r� amm � 7 � Ox � �� QJ IIIIIIII IIIIZ �;N � �� o � w w . THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND THE HIGH PRESSURE GAS LINE. THE CONTRACTOR PRESSURE GAS �I EAPRIOR TO CO STRUC110N. ewsnNC s PHnse �5��,ER ��$� SHORING WALLS SHALL 8E DESIGNED TO NOT 1RANSFORMER C� :'� W :QP IMPACT THE EXISTING GAS LINE, AND SHALL � ; . ., ¢ BE REVIEWED AND APPROVED BY THE GAS COMPANY. O ;° :�� EXISIING ELECTRIC SPUCE PRESSURE GAS LINE �� 0� , . ••';. c�y� Q VAULT TO BE RELOCAiED � � pf;" BY HOLY CROSS ENERGY. � - � ��1 v � � EXISTING OVERHEAD � � � � � ' I ' � � ' / � ELECiRIC TO BE REMOVED _ ' _ � _ � �6��_ ' " ;.__� ; Qf' � " � _ — � ' I _ '�'��' / _ — — ^I I � � _ — _ _ , — - - - _ - - . �--- ".l-i- -;'.t.. � r..� . .» "_ � "� -- . � I ' / � �....�.. � ! oasnNCSOOUCM �� R� w . � _ ' . . _ _ _ ____ - - - _ - - � ELECiF21C FEEDER C� � � � J . ' , - ' ' , I LJNE. ��)5� ` � _ � � _ --- _. . ..,.... � � . � i I � � " � � � _..,.a_, o.�a. I i � ;- � ' _ 1 . � � � � i� � � -.. . 1 � .� _ ;' , ,, ; .- � ��-� : � �_ - � I A � , . EwsnNC cae� 1v � _ — "' '" s .= � . : � , ,�_ _. 1 I TO BE ABANDONm i _ - " \ � � � N _ . , , I , . — ' - j��;;� I � '� � � � " , _ _ — %� �'� w � � ,,,!� ` I � � I I / / / �j r.:�.,�� y �...-"" "" I � . , � � �� ;'' _�. � / �� ` � �I � � � � . �,i / / . ' /, /j �� . INSTALL TEAIPORARY UMI-35L i � � � ` � i �,, . ' I � t � ELECTRIC VAULT ON EXISiING 1 � � i� � � UNE FOR TEMPORARY SERVICE � , � � � i�i j� � . , - 3 TO RELOCAiED SWITCHGEAR 1 / / / / l�i � ; , � /� . / .. , �i �� . Q ` i � � � � �% � � �� ,�� . � �j� ' . � � � E �� ` i 0 � ' � � ,,- ' � � ' � Z J � � i ,� � i , � , K, � �,� � '; � �' � � � ��-�. '�� ,� � °' � � � "' �� ' . '' � � � � i f!� ' SE��CATED 1'1 / i � �, > „ � �, , I • $_ � °'` , _ ' , � �.-:' -' i r- , , �, _. _„ r:.� .. _ .• � � �� .. �?1 � � / 4 ` .. � . , :� � b � , , ' � � I i � . � ,.�._ , , I INSTALL (1 )6� PVC CONDUIT / �Fi / '. � ' """ I � FOR TEMPbRARY SERVICE TO � v � � � , : � - � - � � , , � SNATCHGEAR � � � 1 � � � � 't �'a� ' / / I I 1 / / � �F� '�yF �� I \ � � 1 i `�. � � �, • � I � ,,°" � � b'- L , � �I � i " �, ,. ,a�' �': - ' f '� m , , , . �� 1 , � � v 1 � i - ' ' . ' INSTALL 8' C-900 �„� : .. � ,� "� 9 : ; � 1 � � ` � ��`` (RE E�N CAL) ' PROPOSE y Y'� `�� ' ENCASED EN CONCRETE / / / `II / ✓ � 1 9 � APPROX. INVERT�8023.75' � D 2 GAS � -�"�`"'�� (TO 8E ABANDONm) W � ' „_,, ., - _. , I , / 1 SERVICE AND METER �:_. .._ . � i __ _ ,,� 1 EXISTING HIGH / � ,�, � / SERVICE CLEANOUR LOCAl10N (RE: MECH) / � � � ` ly 1 _ _ _ _ J � � , ' s� � � � J ; _ — � PRESSURE GAS LJNE / i ��c��, 1� �� / DCISTING UNDERGROUND � � 4 � � � II _ - " 'IL � ' / PV�CAELEOTRIC • ELECiRIC TO BE L - - _ - - _ _ I � � / / i �L'� �+,� / i �� 1, � ABANDONED. C 900 O 4.07G . ti� .\ / / i - � : � � y':. � \ � / / U I . S �� •'� ��P / / � � / . � t �' ' INSTALL 8' DIP , � , ", , � °,"'� i � � WAiER SERVICE °` PROPOSED ELECiRIC� . '� ,� � / / � ti. PHONE AND CABLE . �, '"` .; " `4 ` /G � ) � 1 � I / � �I �� N SERVICES � 2 4 CONDUIT � � � PROPOSED ELECTRIC/ / � � � � 1 � ,_ Ul1UTY EASEMENT � � (1 )4' CABLE N � � 1 " (2)4' PVC ELECiRIC CONDUIT � (2) 4' SLEEVES FOR � / � (iEMPORAR� � I � (1 )4' PVC PHONE IRRIGATION (TYPICAL) I � / , / / � 1 4;` (t )4' PVC CABLE N � a � Pc � � �a / I � . .�' �a P� \ I � �' .�"� EXISTING 500 MCM / / y ' / � � � 1 � FEEDER LJNE TO BE � "vW"�' °j�'",;.. ` / � ! � � � � ABANDONED � �Q (� ) z• ELECrn�c / RELOCA7E EXISIING I � '� (2)4' AND (2)5' p, �',, � � FOR LIGHTING I I EXISi1NC FlRE 3�MTCHGEAR AND VAULT � 1 '�., �' ,� �` f� ac� (2) 4' CONDUIT � 1 HYDRANT � � '� y REALIGN DOSTNG � � / � � 1 �1 �� ' � CAN LINE ....w�r� �Ct, - � � / I / /� � � RELOCAiE EXI511NG UMh35L x 4 ' / VAULT, AND CONNECT TO • ";. �,u�� ,� / � � EXISTING L1NES � '��_ ` � '�c. . � � � I � U c� c> c� c� c� c� c� ._: _. UTILITY CONTRACTOR SHALL SAWCUT, � � / � � , . m , � Q � � m � � � � � � ' � REMOVE AND DISPOSE OF IXISTING ^� I � � ` .� � ASPHALT PA7H. RE-PAVE AFTER UT1LI1Y � � � _ , �� J y / �Y _ I ' �� _ � INSTALLATION, AND MATCH IXISTiNG < / p '" " (1 ) 4' CONDUIT � / z PAVEMENT SECTON. COORDINA7E PATH � � �''"� i �~ a PAVING NAiH TOWN OF VAIL PUBUC � _ _ � _ _ - _ _ - _ _ _ _ _ �- _ � ` - - _ / � a ��_ ^T„/ PN .�- PTV WORKS DEPARTMENT. \ - - - P7�L _ _ � _ � _Q�` ?4' -� \�A� / Q� \� - - - ' _ (2) Y ELECTRIC � � \ a ._..--'- C __-_ p� p PTV - SG T� I \ � _ F LJGHTING .� PC � \pC� PG ""_-- PC — 5 -- ES �� E� TV -S PN ES _� PE P� � � QE. � PE p p� p� _ PT PE \ � \ / �._-- pES ��>� p� �PTV ES P7V -P PTV � ^ P?v PE Prv PE �— � E / . EJOS7INC ELECTRIC � \� \ � � �� ES ��S P1V,� PTV PE � PE I INSTALL B � pES p PE a GAIE VALVE LE�E�Q �'f � P \V � , � 5 �ZV pE PE I RELOCAlE EXISnN� �aSnNC �crnic �` aE PE � �O� - - _ _ _ _ _ _ \` PE��PE I � INSTALL 500 MCM ��uHE.�(zj4�a� cS�r�i� i�ouiT (�E�c�rnlcn�) � DOSi1NC OVERNEAD ELECTRIC � _ ' \ �'t`1 pE c� FEEDER LJNE • �-j J OAD�WT EXIS7ING HICH PRESSURE GAS � � PE P�� °- (2)4' AND (2)8' PVC (Z�57'p gE RQIO AND � ORl I/E (" O � ��ICAL) pOSTNG LOW PRESSURE GAS \ p� ! / � INSE ST1NG �P� � R��'� WES THA I/EN w s DQSIING CABLE iELEV1S10N � /.�d � p � P �, SEWER MAIN � �v � EIOSTNG 7ELEPHONE ` �y , � � a EXISTING SANITARY SEWER (POSSIBL� REPLACEAIENT 500 AICM � � � PR�P�� J EXISTNG WAiER (POSSIBLE) �� UNE \\ i = (TYPIC(A�L) �SWA� • INSTALL 10x10x8 TEE � N �2� '4N� �2�� a RELOCATE D(ISTINC � ON DOSTING 10' DIP m Z z EXISTING FlRE HYDRANT ) STREET LJGHT - � W O / (RE: ELECIRICAL) � _ � d w INSTALL (1 ) 4' PVC a � w p N � > EXISIING WATER VALVE aj. CABLE N CONDUIT � A� d � N w � � r ..r-��.._._ ' � ln CONNECT 2 4' GAiE VALVES w w v� c� � � (2)4' PVC ELECiRIC CONDU11 / , __ „h � INSTALL 10' Z a j � � � EIOSTING WATER MEiER PVC TO EXI5�71NG . =; `> .---. _ �A , o � � � o � � � �, � ww ELECIRIC ..� - cn z N � m n. v� a INSTALL UAII-11S � � f°: �^""��~ CONNECT TO EXISIING � Q � U � U �U U Z pQST1NG SANITART SEWER MANHOLE PH 4' GAS MAIN. ROADCUT _ � , � p 3 PHASE 1RANSFORMER • „„_•'"'�, 6� AND VAULT INSTALL (1 ) 4 PVC - __ REWIRm. > p p � Q � � � J PHONE MNN CONDUIT :' �. - -'J . '^ . w o p u� z o u� o � � ' . . � ln � N 4. u� I� 01 CO EXISTING ELECTRIC VAULT f,� ,. ,t ''`' � � � � � � � � � ;l;.�a,,�, . . _ EXISi1NC ELECiRIC MANHOLE ' .< � - - � ---'�"� � � � o 0 0 0 0 0 0 \ EXI511NG 1 PHASE � " � �:/� -_ .- "-'__-.----� �� - - _ ~ , i o � o c� o n cv cti iRANSFORMER _ . _ - - - co � r� r� o c� o �� _ ' _ i � � a u� ui � � � rn � EXISTING OVERHEAD ELECTRIC POLE � � , ^ ;r � -° - -. _ _ . '�,,'� �h _ . � r _ -'_ . - . .., .. ._ � d0571NG SIREET UGHT _ _ J /� f. � aj ` e�...-,---�__. . Z N — PE PE — PROPOSED EIFCTRIC E � (.'ENERAL N07ES: � — PES PES — PROPOSED ELECTRIC SERVICE 1 . ALL UTILJIIES ARE TO BE FlELD LOCA7ED BY iHE CONiRACTOR AND iHE LOCAiIONS SHALL BE PROVIDED TO THE ENqNEER o g — PG PG — PROPOSED LOW PRESSURE CAS PRtOR TO CONSTRUCiION. Y o Q N — PTV PTV — PROPOSED CABLE TELEVISION 2 iHE CONTRACTOR SHALL USE EXTREME CAUiION WHEN WORKING ARWND TIiE HIGH PRESSURE GAS IJNE ON iHE Y N r� c°� NORIHWEST SIDE OF THE PROJECT SITE. 'THE CONTRACTOR SHALL POlHOLE AND LOCATE THE HIGH PRESSURE GAS L1NE AND � � — PH PH — PROPOSED PHONE v U m ^ rn _�' / PROVIDE LOCA110N TO THE ENqNEER PRIOR TO CONSTRUC710N. SHORING WALLS SHALL BE DESIGNED TO NOT IMPACT THE w w � o N � — pW pW — PROPOSED WAiER a / EXISTING GAS IJNE. SHORING DFSIGN SHALL BE REVIEWED AND APPROVED BY TFiE GAS COMPANY. � � � °1 � � a � — pg p$ — PROPOSED SEWER ' , t 3. LOCATION OF EXISTING SEWER AND WATER SHOWN ON lFIIS PLAN HAVE NOT BEEN VERIFlED. MANHd.ES, WATER VALVES, w �w p � ��"� AND HYDRANTS LOCATED BY THE SURVEY DO NOT CORRELAiE TO OQSTING AS-BUILT INFORMA710N. TiE WNiFtACTOR SHALL � 3 Y z � — PC PC — PROPOSED CONDUIT � FlELD LOCAlE SEWER, WATER AND SHALLOW UT1L171ES PRIOR TO CONS7RUCTION AND SEND THE INFORMA710N TO 1HE ENqNEER N Q w m � Z FOR FlNAL DESIGN. wo o � O o > ❑ 4. ALL ROADCUiS SHALL BE A MINIMUM OF 2' NADE. 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REMOVE AND DISPOSE �" OF DOSTING ASPHALT BIKE PAiH � � � � � i a iD SHADED LIMITS SHONM. . i /� p N I /� z M � �� / M ,, -1��) . � . i� . � ' � g ! ti / �n rn � � f o rn � � �f � � J J Q O M � � � '� � c lt DOS71 G BOULDER$ FOR U' (7 Y O� O m m Y n � O .! USE ON-SITE ` . O p w � w ► �;;_ . . .. \ Z Y Z w ' i "_ _ " 1 ; r w � S p Q � . . } '.� ` f � ' � U' � U w � � � � i �;::`l. � � � � V � 0 Q � � ; : � , r ` ``' ' w � !.,s: ±-�� __ .�" ` d v, . ... s r = SHEET � C008 � _-- ' ' � REAIOVE AND DISPOSE OF ' rn - : - � EXISiING CONCRETE CURB, o ° GUTTER AND PANS BEiWEk7� � � - �M�� '��". SCALE: 1 " — 10' o , — > e 1 � � H a � Ii � CONSiRACTOR SHALL CONFORM _ %) °�-_-. -_ - Z x c� AY �� _� :. ..- � W�� " m�� OF � � ~ TO THE REWIREMENiS OF THE • ^` ,,,,.�...--�^'�� . . � 6 RIGHT � CDOT SPEqAL USE/GRADING _ ..- .�-�----° �. _ _ � - � , : 9 omm HIGHWAY SPORTp`TION� PExMiT FoR worm r�niiN nie 1 ,_... �., .. . - _ __ � : .5:-, , � , ' � ° p ' � � a�rn u ' S � EPT • �F TRAN �oT �►�,T-�-W�Y. ru . . ._ _ � Z � _. ;A--�- ��'_.�_-_= �---- - � - . a . • � � � � � o < (COLORA� � � ^ ` `��. _ _-= ; ;f ;� , a � ` . .. o. . . . ,, . a ';1 a III III � �� . nie coHrn�cTOR sH,�u. usE �o�E c�unor� � _ _ ^5 , ;�;r � ' ; J W �� _ - ' Tow ` . . r • _ � � IIIIIIII IIII Z os� � -y .. � � . . : � . _ ._ - �; N AND FOLLOW AlL SAFETY PROCEDURES WHEN " � - - - ,_ ._ _ k 'p�, z WORKINC IN iHE VIqNITY OF THE Fi1GH W N ' I . .s � I II N � - _ _ 45A ` j ..:.<. � . ...,.._ . � � PRESSURE GAS UNE. XCA ENERGY REWIRES � ` � � �Ow . � ,`� " PARTIqPATING WIiH THE STAiENADE ONE-CALL ��' " � 44.0 4 ✓" `�,,� � B°i _ �, . SYSTEM FOR LOCAiE REWESTS. 48 HWR ` � � rOw _ . ' .� }/ _,��I � I � II � °� o NO110E SIiALL BE qVEN TO SCHmULE TOW a30� BOw �" � ,. l �q II IIII W ° ., INSPECTOR WATCHE S. X C E L A L S O R E W I R E S � a3. 0 �9 Q _ _ f LtN ':y' - ' .. _r` MINIMUM CLEARANCES FROM SiRUCTURES AS : , 7OW ��-- r „ y TOW _.F� _ -'.«�� f PER D.O.T. CODE 192 a4. 0 BOW � aa.0 - � - - �- ____ , '"' d - .�� '� � . r , � ��_.. 9 29A � � --- - . . � � . . .... - - ._.__---- .. ' � � x . . � _ . . .. T � . I � � . . - _ F„.�..T . ^I . � � � . . . , .. .__'�. ' _ � -- . �ud.�}0 . � . . _ d ' / � - - - _ _. __ � _ � �f I i • _ l _ .�_... �..�� - � f: l� r�� . � r � .� :' �r . . � . - J _ � . �_„ � ' - �x r -. 'it`i � . � � . . y'�lGR r�+ • � - - '�{ � _ � _ , - _ �� .. _� �� i � , , � _, � y,_� �j� '1 �„, LL � W. • _ ,� . ;; ,,� M, � N i�*--�ti`is � �E I _ . v � - � � � � � � . .a- - ~ r v � ` `2 gOF-R�724 (A -.w' F-��_ � . . � ,.aQ Cf . . ' /A` � � ...- ..� � � ,�`J_-- =�~C � � � � � t t {` r°' ' .� = . . . � O _ � '�i%` � n� \��._' �;� � �----�.-'\ `� ; �� z�.�n � tr,�-;�2�cri � � - _ � l', �11 rj p : e� 7EMPORARY CONS7RUC110N _ TBW�� /i' ��,�---L T S �\ `� tOf_E�`2�"+) �+gt,F-Fa:7.t?' 1 � � uF=3 �� ,� - -� I' �� '� �•'. y�L 'y� � / � a5.o �\�v �� c�r �k`�=3U�� TDF �'-� �'�'3k�,f=807�a.i' { r - '�' -� 3Gf-�- " ' ` . FENqNG (TYPICAL) / ' � � � � OW �� t 1��'"�.-M1� �+� "'��au2fl.6t' � � �� G , 7J �� a ' i w � � , 28.0 /�� , � : , 9 ( 1 �'� P�'A=m � � 14 v� � / ._ _ � - ' " . r,>/,� �'T � � .... . ..._ „�" �. : - '- -" " ' � � F� ��. �wn6 3:i ' :'. , �. . � � . - ' � �� - i a 4 �. �-�-�- - "� � �,i� , i � i i � � � /,- '� `r. � � ' � ,.. , '= ` . , r:;. x; 1L �. .. - , t_ -- - � 4 f. nu coNSntucnor� ncnwnes � eow _ ,.< �� k. e� � i { � i ,, WI7HIN iHE HIGH PRESSURE GAS � � ' � EASEMENT SHALL CONFORM TO � � SHORING WALL. TOUBE `,,270 ,, � �' * � � \ �ii ' �-y� � _. �. � 7HE TERMS AND PROVISIONS OF DOSTING HIGH PRESSURE :+;, i � v � � Sti ' p �`"• -x au:- ., '_- _ cis=kGS .. ..�j,_ It f � 7HE 'UCEMSE AGREElAEN7' 1MiH CAS U � TYPICAL DESIcy� BY SHORING , , � i � x ' -�� •4c �r . :�,��7.%' �� ,s57� `10 � �i l, TOW xc� a�cv. 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A ' �� i;..,� �Q,S 1�� - " ` J, r�Ol��'\ _ _ __.� CONi1NGEPICY PLAN FOR SLOPES FLATTIIt iHAN 1: 1 AND OR SHORING SHWLD � IN ( _ � ° :' � L4 _�`✓ 8�?J2: _ __--_-- -- ' _` - - �' G} n r, PIACE PRIOR TO iHE COMMENCDAENT OF WORK. THE IXCAVATION SHALL COMPLY WI1H - -- r ;' ,; . " - - `- _ ._ O.S.H.A. RE UiIONS. THIS PLAN WAS ISSUm TO HP FOR REVIEW ON 7- -2 ` ' ' i /' _- - ` / . �--_ --""'_`_ _� -- � k< %:�E -- °' W 0 28 005. � ` ` f , �,5. - _s--__ � - � "-- �1Ai_, iy b I (` . 3. iHE GEOTECHNICAL REP SP qFlC CONCERNS ASSOdATED MAiH 7HE � F _ _ .._...--.. t= , r;F�-' / ti _�,==___- �,� � C .E ' • C �- � BUILDING EXCAVAiION, DEMIATERING,��IB�DRAINSEAND BAdCFlLL IT IS iHE CONIRACTOR S ~ N '� t RESPONSI�UTY TO ADHERE TO iHE RECOMMENDATIONS OF iHIS REPORT. (HP GEOiEqi �; - .. „_ : _ � � � - . _ _- _ _ _ _ __ _ � F � r � } � � � � _ . � ,r ,`�, , C'`~�'4 1_e.�.�_.��__N�-.... 1 �ESIGN. PROPOSED COND0IAINIUTA BLIILDINGI m z z � w � 4. ANY WORK, CONSTRUCTION OR GRADING W79DE OF 1HE PROPERiY SHALL BE N a w o W � COORDINATED IM7H, AND PERMISSION OBTAINm, FROM iHE ADJACENT PROPERTY OWNER. w � N t- w 10' MAX. C. TO C. � � ENCROAqiMENT AGREEIAENTS AND/OR EASOAEN75 MAY BE REOUIRED. ANY WORK OR d � � N � 36" MIN. FENCE POSTS, � < CLEAN WAiER SUCiION LINE TO PUMP CONSiRUCTION MATHIN THE PROPERTY THAT FALLS MATi1N EbSTING EAS�AENiS SFiALL BE w N 20' Min. DRIVEN MIN. 16" INTO � o ; DISCHARGE COORDINATED WIiH 1HE OWNER(S) OF PoGHTS TO iHOSE EASEMENTS. z o � � �_ ~ GROUND w I w � � 3 � 10' EXIS7ING PAVEMENT � � i m a ? 1 5. STABILIZED (b1�ISiRUCiION ENTRANCES ARE REQUIRED TO BE INSTALLED AND � Z � � ~ � a . � i� 5 � w x m W < 3" MINIMUM TH I S PLAN I S N OT FOR MAINTAINED AT ALL ACCESS POINTS (SEE DETAIL). Z Z w � � d N d � O � o 0 0 0 0 o Z � � -,� � � � 0 9 < o � � � EXISTING STRU CTU RAL I N FORM ATI ON • 8' TM�5 PLAN IS FOR INIiIAL GRADING ONLY, REFER TO STRUCTURAL PLANS FOR ALL � Q a U J U U c� o � � �' GRWND LINE FOUNDAiION INFORMA110N. � b� � Q � � � � � i W � � ri� � m � � � c�v � � n rn m REFER TO STRUCTURAL PLANS �. ��L AND DOSIiNG FlLL IS TO BE REMOVED FROA�I UNDER ALL FOOIERS, ��. �, � Fnter Cloth Eorth Mountable Berm (Optlonol) o � � v� < � r a CRAWL SPACES, HARDSCAPES AND FlLL AREAS ~ • FOR STRUCTURAL INFORMATION . ? �� ^ & THIS INI7IAL D(CAVA710N PLAN DOES NOT REFtECT ANY CRADING TFIAT MAY BE N � � � � � � � pw = u cFO xTl F AS STANDPIPE wRAPPED IN REGUIRED TO REMOVE PRENWSLY PLACED FlLL, TOPSqL OFt ANY LOOSE OR DISIURBED � o 0 0 0 0 0 0 0 � F�. 1 /2' HARDWARE CLOTH SOILS. d� � � r� r> o c� o �� -Apparent opening slze 0.30 mm max W B' MIN. Q � O � N O M N N m Ow � 36' MIN. FENCE POST -�ab Tensfle Strength 90 Ib. min (MARE MESH) AND � � 20' Mtn. EXIS7IN� PAVEMENT fV -Bunt Strongth 145 psi m(n GEOTEXTILE CLASS E 9. CON7RACTOR SHALL LOCAiE U71LI11ES PRIOR TO D(CAVATION. ALL DOSTING U71U71E5 r� sr �n �n � � � m F SHALI BE PROlEC1ED FROM DAMAGE DURING WNSiRUC710N. (xlNSTRUGTION NOiEC_ FOR STABILZED CONSiRLGTON ENiF2ANCE a ,. � � - �� r �� «. PERSPECTIVE VIEW Z SVAR ES�E BTORMWAI'ER MANAQEMENT 10. IT IS THE CONTRACTCIRS RESPONSIBIIJTY TO DEIERMINE THE SUBGRADE EI.EVA710N5 o � � REQUIRED FOR 7HE INITIAL D(CAVAiION. CONiRACTOR SHALL REFER TO SiRUCiURAL PUWS O ° I z �onr - �s r�aux�n, aur �ar �ss nrui 2o rgr. 20' MIN. ` $EQ��EN�N(� AND iHE RECOMMENDA110NS OF iHE SOILS ENqNEER FOR THE PROPOSED SLAB AND Z r�i o UNDISTURBED � 12" - 36" DIAMETER CRAVEL 1HIdCNESS AND IXCAVAiE TO THE NECESSARY SUBGRADE ELEVATONS c�i a nuawESS - Nor �ss nun s�c (a) maiES. GROUND N PERFORATED CORREGAlED 1. INSTALL PERIMETER SEDIAIENT WNTROI DEVICES (IE SILT FENCE, ACCORDINGLY. $ a. Mon� - m� (io) rooT wu�MUK eur rwr �ss nuN n� ruu wioni �T F- ��W N W METAL OR PVC PIPE STABILIZEp CONSiRUC110N ENTRANCES) AS PQt 1}IE INITIAL GRADING N PON75 YMERE INqtE55 qt EfytE55 OCQ1R5. a 1., � PLAN. 11 . REFER TO iHE STORMWA7ER MANAGEMENT PLAN ((�PIES AT GENERAL CONiRACTORS rn EMBED FlL7ER CLOTH m �p WA7ERl1GHT CAP OR FlELD OFFlCE) FOR ADDI110NAL SEdMENT AND EROSION CONTROL REOUIREAIENTS. p m � � � �Emt aon+ - wLL ee Pucm ovErt n� omRC � rraan ro ruawc aF SILT FENCE MIN. 8' INTO GROUND N � W a P�A� 2 CONSTRUCT STORM SEWER NECESSARY TO BYPASS OFFSI7E �rn' 2" Crushed Sceene ock N� t6' NIN. � : m a RUNOFF ARWND PROPOSED LIMIiS OF SHORING QE IN DQT DRIVE FOR 12 SEDIMENT CONiROL FAqLI11ES 1NLL N� i0 BE PERIODICALLY INSPEC7ID, REPAIF�D, o � I 6• SURFAt� 1YA7ER - ALL SUNFACE WAIFR FLOIMMC pt DIVER7ED TOM'ARD w � w o CA9CADE PARICINC STRUCIURE) AS PER INITIAL GRADING PLAN. AND MAINTAINED DURING CONSIRUCTION TO INSURE THAT 1HEY ARE FUNCiIONING m m Y r CONS7RlIC110N DI7RANCES Sl1ALL BE PIPm ACROSS 7!� DI7RANCE IF PIPIqG IS _� U �2 Z J J Q O M (� � iww��cncx, � rauNr� emw w�n� si SLOPES MILL BE PERMITIED. g n O � CLEAN GRAVEL �2 PROPERLY. c7 c� t rn o z � (pNS7rtUCnota No7es a � � �, � 1 /2" to 7 - 1 /2" 3. BEaIN MNfIAL GRADING, FOUNDA710N DCCAVATION, AND SHORING 7. MAIN7E71ANCE - 7HE EN7RANCE SHALL BE YMITAINm IN A CONq710N NHlpl ��/�� MP � AGGREGATE FILL CONS7RUCTON. 13. SHORING WALL iO BE DE51(?I Bl11LD 9Y CON7RACTOR. o 0 0 wLL rrt[wrT m�aaNG Oft rzowNG Or SeDworT ai7o Pueuc Pocn75-av-w,�Y. � , ��T FENCE TO BE FAS7ENED SECURELY TO FENCE POSTS MATH 3�v� � w w � � 1HIS MAY REWIRE PERIODIC TOP DRES9NG WTI ADq710NAL STOIE AS OONqTpJS yy�RE 71ES OR STAPLES. 4. CONS7RUCT SEDIMENT SETRJNG BASIN AND SUMP PIT. 14. MP GEOTECH TO RE�AEW SHORING PLAN PRIOR TO CONSIRUC710N AND 1HE IM71AL � 3 U Z w oo�um u�o acrurt �rro/an c�,waT a �wr wFwsuacs usm ro m,w SLOPE IXCAVAiION TO DE7ERAlINE SLOPE STA8IUTY CONDI710NS. N ¢ w � sm�urHi. �u. S�dwQ+i SAUFO. oRaPrco. w�s�n ort m�c�u a+io rueuC NTS m Z Poa�r-aF-w�r wusr ee rmro�n i�rtp��r. 2 flL7ER CLOlH TO BE FASTENED SECURELY TO FENCE WITH TIES �onstruction Soeciflcatlons: S. IF PUMPED RUNOfF FROM SET7LING BASIN IS SEDIMENT UDEN W � = O a w o SPACED EvERY 24"AT Toa e�riD MID SECnorr. INCREASE SETRING BASIH 9ff, MID/OR FlLiER PUMP DISCHARGE 1S. IF THE INI7IAL EXCAVAiION SLOPE IS WEf 1HEN IT IS NO LON(�Ft /W 06HA TYPE "B' ° o U � o ¢ � a wws��c - w�ms 'N'u� e� a.�'W�u �o ��wo� smwaT r�art To 1 . Pit dlmensfona are varlable, with the mkilmum dlameter being 2 tlmes the standplps d�ameter. 7HROUGH SILT FENCE OR O7HER APPURTENANCES UNTL DISCHARGE IS SdL AND MALL REQUIRE ADDITONAL SHORING OR A FLATTER UY BApC SLOPE. O+mN�cE p+70 rUalC PoanS-aF-WAY. wMCH W�giNG IS r�ouu�ED, iT 9t�u1 3. NMEN TNq SECTONS OF FlLlER CLOTH PDJOIN EACH 07HER H BE DONE dl AN AREA STABILRm M11H 3701E AND WMCH DRAINS HITO AN CIEAN. w �ppRpyEp gp�+? m�Ng pEyic�, 1NEY SHALL BE O�ERLAPPED BY SI% INCHES AND fOLpED. 2. The stondpipe shauld be conatructed by perforating a 12' to 24" dtameter carugated or PVC plpe. 18. HP GEOiEqi TO PROVIDE CONS7RUCTION RENEW AND MONITOFt iHE IMPLFIAENTAiION 3 0. roaoac w�cnar �wo �mm w�wm�u� swut ee PqoNOm �mt 4. MAINiENANCE SHALL BE PERFORMED AS NEEDm AND NAIERiAL Then wrapping with 1 /2' hardware doth and Geotextile qaaa E. The perforotiona aholl be 1 /2' x 6" d. �pN BUILDING AND U71UTY CONSTRUC110N. OF 1}IE�R RECOMMENDAiIONS AND TO VERIFY 1HAT 1HE RECOMMENDA710NS HAVE B�1 y EACM RAN. 9IIt9 or 1 ' diameter holes. APPROPRIAIELY IN7E7tPRETED. 10' Mtn. REMO�ED MMEN 'BULGES" DE�ELOP IN THE SILT FENCE. y 7. INSTALL REMAINING SEDIMENT CONIROL DEVICES (IE. INIET � � P�n� � � ��Y SHORING WALL MAY REWIRE iFtIMMING FOR FlNISHm SHEET S 3� POSTS: SiEEI EI7HER 7 OR U 7YPE OR 2" HARpW00D. 3. A base of filter material conaiatfng ot clean gravel w 1 /2' to 1 -7 /2' etone ahould be placed In PROIECiION) AS PER FlNAL GRADING PLAN. (�,,pE pR REMOVAL FOR STORM SEYYER AND UTLITY INSTALLAitON. the plt to a depth of 12'. Aker Installing the standplpe, the p�t eurroundMg the etandplpe ehould � ��V� �� /'�oo� 3 FlLTER CLO1H: FlL7ER X. NIRAFl tOpX, STA9lJNKA T140N OR then be backftlled with the same fllter material. V 1 & UTILITY RELOCATION WORK AND STORM SEWER INSTALLAiION WILL N� TO BE � STABILIZED ENTRAIVCE �PRO�ED EW�L. 9. REYOVE SEDIMENT CON7ROI,S. OOMPLE7ID PRIOR TO SHORING WALL INSTALLATION/DCCAVA710N. o �. Ths standpipe should oxtend 12� to 18' above the lip of the pit or the riNr crest Newtfon (bosin o PREFABRICA7ED UtMT: GEOFAg, Env�MSETICE, OR APPRp�£p EWAL. dswot�rM onl and the fllter matertal should extend 3' minimum obovs th� anNCipatsd �tan�n o Nn 9 Y) 0 19. CONIRACTOR SHALL PROVIDE 1RAFFIC CONiROI. fOR VEHIq.ES ENTERING ANO DOTING O wotw Newtlon. THE CONSIRUC710N SI7E FOR 7HE WRAl10N OF CONSIRUC710N ACIIVITIES. � a ORTATION) W � � . HIGHWAY 6 RIGHT -SP - WA � . � a � . : � z mN � � • S • OF TRAN , . . . ( COLORADO DEPT . . . . , am� ° a a \ - _ - � • •� • ' a - � ' x Z �� `- THE CONTRACTOR SHALL USE EXTREME CAUTION � - � HicH PoiNT ,, " ' a � �� , AND FOl10W ALL SAFETY PROCEDURES VMEN - ' wv=ao29 so' III III WORKING IN THE V1qNITY OF iHE HIGH � � � - - ` W �� N�_8Q28.5�� PRESSURE GAS LJNE XCEL ENERGY REWIRES , iNV=eozs.00' _ , - IIIIIIII IIII W Z � PAR11qPAT1NG N7TH iHE STAiEWIDE ONE-CALL PROPOSED SHORING WALL - ' � O1n SY57EM FOR LOCAlE REQUES75. 48 HOUR � � (RE: INIIIAL CRADING PLAN) / , ' Q I Z m3N N0710E SHALL BE GIVEN TO SCHEDULE iNV=eoza.00' � - NBm INSPECTOR WATCHES. XCEL AL50 REQUIRES � i-- - �i ,�x- - � � � I Z ; � MINIMUM CLEARANCES FROM S1RUCTURES AS l ' I _ - _ � - _ _ I 1 PER D.O.L CODE 192. ' ' � _ W W . � i � os - � � � � � , � � � � � � ��;nc uy a:�i� � ; � , . . � � � � � . � a�. ,� f � } ED , _ -- ' _ _ ._ - � . ab > ;�. :: / _ . y_ , _ _ ` J ` , � iNV=aoz�.ao' ,� � � � - J -� - - _� � ._ �1'�'" � � , �� ` I �\��`��. �� " � . 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' /��r f "{� � : 'F+ a J � .341 '4S'�" . . ` � ` ro . � � INV=8022.50' � � �� 2� w ^ *� � �'t �v� ., £ � �- . \' - � � ''��, � � iNV=eozs.n' �� _ ,iYi�" ,�� `�r � " j +.:�-"" �s�� . \ � _.. _ jj�l cy � � . � . v � � � / e ., � `� `/ �� \ �� _ � `� �/ � INV=8025.00' ----�- - _ 1 .p- J PROPOSED OVERSIZED 3•X4• �N�T WES THA I/EN DRl I/E (50 ) WITH VALLEY GRAlE, SET ON �t?-�, E%IS71NC STORM SEWER RIM�27.83 s ' �� INV (24')=UNKNOWN �� ' INV (4')�2210' � U c� U c� c� c� c� w w w w w w w (REFER fTORM DRAIN PLAN) '° � � � � � � � INSTALl PERFORATED 4' ' PVC RETAINING WALL DRAtN, SLOPE O 1 .0X MIN. (SEE DETAIL) SCAL � � � O' . . ;,j,�« y. '; ' • -. -. �- . . . . __ .- r.:a - �-� - -----�--_.___-__-- ��AS � �- -- �_II:S . . . E' • C k � � . �+ _ � .. . :. HS '""_. _ ,._ �S _ ..__.__. c'r ..-r__ r� ��y�'` ------ - ^ -- - GA� - uA.`, - �.. .._ ' �r-- �..�"`_"` � ; -�� ..._ , _ __ _ � � ' � �r1J. _�-- -- fJ�S - . ._. ._...- _ - I� r�{ ,>......�...�.-.e- .,..- . . � ��,.�. -"' . � rm � i � , .. ' � . - i _, - °GAS -.-.--- ("sAS --*,-."'__"`..,,. _r-.�.--�=- _. .� .,..-----�-�--- ._.r-.e-�-o---�° � i . uJ' ,, � _ - _-- � J , . _ , _ .-_ 4 -- - - _ -- . .., PROPOSED GROUND SLOPE V-� SEE P� NOTE� 1 , i}iE GEOTECHNICAL REPORT ADDRESSES SPECIFlC CONCERNS ASSOCIAiID WITH THE i BUILDING EXCAVAiION, OEWAiERING. SUBDRAINS AND BAqCFlLL IT IS iHE FLOOR SLAB z CONTRACTOR'S RESPONSIBWTY TO ADHERE TO THE RECOMMENDAiIONS OF iHIS REPORT. CLAYEY BACKFlLL SEE SOILS �--� REPORT FOR BACKFlLL� � � (HP-GEOTECH REPORT DA 0 NOVEAA FT? 18. �. _�? un_ � na ��i_ e� iacnu rn �nv CLAY DAM 4" SDR-35 PERFORATED RECOMMENDATIONS � � � FOR FOUNDA710N DE�GN_ PROPOSED GONDOAI�NILM BLIL!NGl (SEE DETAIL) RIGID PVC SUBDRAIN W9 CONCRElE FOUNOATION WALL w � Q ~ �_ REfAINING WALL 3 � � � 2 iHIS PLAN IS FOR SUBDRAIN CONSTRUCi10N ONLY, REfER TO STRUCNRAL PLANS F � REFER TO � ri � , FOR A!L FWNDA710N INFORMA710N. � � N � �iow = - �ow � STRUCTURAL DEfAILS = � � v � MIRADRAIN 9000 OR EWIV. 3. SUBDRAIN INFORMATION ON 1HIS PLAN WAS DESIGNED FROM iHE UTEST PLANS m W p z c°�5 ELEVATOR PIT Wq7ERPR00FlNG PER RECEIVED FROM 7HE S7RUCTURAL ENqNEERS ON 07-18-2005. REVI�ONS TO � � � � � BELOW GRADE WALL ARCHITECTURAL PLANS. SiRUCTURAL PLANS AFTER THAT DATE NEED TO BE ADDED TO THIS PLAN. � FREE DRAINING GRAVEL U O N > � � � MIRADRPJN 9000 OR E�UIVALENT. NRAPPED IN MIRAFI 140N � 0 0 � WATERPROOFING OR DAMPPROOFlNG AND CONNECT 4" OP710N AS PER PLAN FREE DRAINING GRAVEL w � w w � W � �' PROTECTION BOARD PER ARCHITECTURAL PLANS BOTTOM OF WRAPPED IN MIRAFl 140N 4. SUBDRAINS N� TO BE INSTALI.ED BEHIND ALL WALLS WHETHER 7HEY ARE SHOWN a j � v� � PROVIDE POSITIVE SLIP JOINT BE7WEEN ELEV. PIT CONNECT 4' OPTION AS PER PLAN IN iHIS PLAN SET OR NOT. � w w w �- 4"x 4"x4" �I 4" SDR- 35 � � � � � FREE DRAINING GR4VEL SLAB AND WALL PER SOILS ENGINEERS �-0 (B.O.P.) �-0 � i? � w v�i � � � 5. H.P. GEOiECH IS TO APPROVE iHIS SUBDRAIN PLAN PRIOR TO CONSTRUC710N. PVC TEE 1 SOLID PIPING �`' w � _ � � � p p o 3 RECOMMENDATIONS. PER PLAN � Z � - O � � w t� � Z � MIRAFI 140N OR EQUIV. �- -� Q C� N � w w d � � z � � 2'-0° 2'-0" 8. IF UTILITY SlUBS TO BUILDINGS ARE BELOW DRAINS - COVER U1ILJTY STUBS NATH � z cn � m a tn d v�1� � h�IRADRAIN 9000 OR EQUIV. � ° �5 p o pER ENVERT GANDPSLOPE E 4" FLOOR SLAB �_ �_ CLAY. O g o o � o 0 o z P E R F O R A T E D/S O L I D PIPE CONNECl10N z N ° � � SHOwN ON PLANS. FREE DRAINING GRAVEL 7. WORDINAlE CONS1RUCilON OF SUBDRAINS WITH PLUMBING PUNS, CONTACT A� IF � a � o a o a o � VARIES � (RE: STRUCTURAL) j � � � � CONFUCTS E)05f. w °o °o �n Z o �n o � NTS 2'-0' o a � � c� � �n � rn m FREE DRAINING GRAVEL WRAPPED IN MIRAFI 140N � =�w MIRADRAIN 9000 OR & IN AREAS WHERE SUBDRAIN INVERTS ARE LOWER THAN ADJACENT BOTTOM OF � 1 a GRAVEL WRAPPED IN °a MIRAFI 140N. FOOTNG, T}iE PIPE AND SCR�Im ROCK ARE TO EXTEND AWAY AT A 1 : 1 SLOPE TO . � ELEVATION OF TOP OF FOOTER 2'-0" 4` PERF. RIGID SCHED 40 PVC PIPE `O � SEE S7RUCTURN. PLANS 4" PERF. RIGID PVC PIPE STAY WT OF FOOTER COMPRESSION ZONE. o 0 0 0 0 0 0 0 � '�O } SEE STRUCTURAL PLANS FOR PER IN �ERT AND SLOPE w m N ELEVATION OF BOTTON OF FOO7ER SHOWN ON PLANS. 9. 4' MIN. SCREETIED ROCK UNDER ALL SLABS IS RECOIAMENDED BY SOILS ENGINEER Q � � � M M o c� o � ELEVATION OF PIPE INVERT EXTEND CRAVEL FROM THE PIPE TO WALL � F� �� 10. PIPE NOiES: � r> � u) � �p � r � .- N O N N �/p� ELEVATOR PIT sUBDRAIN a 1 1 r ICAL RETAININC� WALL SEE PLAN ?; 2 -o^ A. DCIERIOR SUBDRAIN PIPING TO BE 4' SDR 35 PERFORAiID RIGID PVC. O. 1 : 1 MAX SLOPE Scale: 1 ` = 2'-0" B. INTERIOR SUBDRAIN PIPING TO BE 4' SDR 35 PERFORATED RIGID PVC. � Scale: 1 " = 6'-0" DISTANCE= Notlfy liF] rc e�ewtkm M �a plb ae AMseit han rhat ae anam m wbtrdn qma C. AlL GRAVEL TO BE WRAPPED IN MIRAFl 140N � N o Battom of footing -INV PIPE]+ t ' rotan wlMn �provd pan AEI pkr to camwctwn ror �MACatlm of e�ewta pn aevauana D. WAiFRPR00FlNC AND PROTECiION BOARD BY ARCHITECT. � 2'-0" Min. E ALL SUBDRAIN PIPING SLOPES ARE AT A MINIMUM OF 1 .0% UNLESS °x DEfAIL FOR DRAINAGE INFORMA710NAL PURPOSES ONLY, minimum. g � PERFORATED PIPE � �� CLAY DAM TO FORCE REFER TO STRUCTURAL DRAWINGS FOR STEEL EXTERIOR WALL DRAIN OTHERNASE NOTED. ° MIRAFI 140N , WATER INTO SOLID PIPE REINFORCEMENT AND DIMENSIONS. 11 . AEI RECOMMENDS iHE USE OF MIRIDRAIN 9000 FOR A WALL DRAIN SYSTEM. � rn � Approx. Scale: 7 " = 4'-0" 72 EXTEND GRAVEL FROM WALL DRAIN TO PIPE SUBDRAIN N o a� � 2 SOUD PIPE Y o � o� - ' - - - - _ _� 13. EXlEND SUBDRAIN SCREENED ROCK TO CONNECT TO 7HE 4" OF 3/4' SCREENED m m ^ ? Extend suDdraln troe dra�ntrp aravel �rapped �n ROq( UNDER FLOOR SLAB. SEE INiERIOR DRAIN DETAIL � � ay rn o Q� ^ = e , , , a o 0 0 o NIRAFl 140N) to 4' M qravel undsr fbor alob. Floor Slab m _ _ _ _ _ _ _ Flo�� r 14. 'FREE DRAINING GRAVEL' ON iHIS SHEET AND OiHERS IS DEFlNED AS FOLLOWS: � 0 � - - - _ 5' thick s1ob. MINUS 2 INCH AG(�tEGATE WIiH AT LEAST 50X RETAINED ON THE N0. 4 SIEVE AND z y � y . � , wri with �wcturo� pbrn LESS 7HAN 27C PASSING THE N0. 200 SIEVE. AS PER GEOlECHNICAL REPORT. � � U Z w '� I•= a Z � 4' minimum of frs� � Ul Q l+-� 07 H w 1 droining groval , 'ti Intarlor Drvin Notes: 15. INiEFtIOR SUBDRAIN INVERT TO BE 1' MINIMUM BELOW BOTTOM OF FLOOR SLAB. p p U O p Q 3/4' WASHED ROCK i = THIS PLAN IS NOT FOR STRUCTURAL = E � 1 . Dra(n qrav�l backfNl lo b� at kcst e' d�sp and aztendsd to ths 18. EXTERIOR SUBDRAIN INVERT TO BE A MINIMUM OF 1 .5' BELOW FLOOR SLAB GRADE � CLAY DAM REOUIRED AT ALL PERFORATED/SOLID PIPE INTERFACES. � r 4' oi grawl under th� dab tc n focllRat� droirw .. INFORMATION . REFER TO STRUCTURAL cn '�? u � g PER RECOAIMENDAiION FROM HP GEOTECH. w $cale: 1 " = 2'-0` � ..� nob /7 (Int�rior grovN) � � 2. Intertor suDdrain Invart to be a mlMmum ot 1 ' bNow bottom of � ��v D� �� ro o ibor slab and eloDs at i7c min. to drain. 17. MIRADR/UN 8000 OR 9000 ARE NOT CONSIDERED TO BE PRO7ECTON BOARD. �, PLANS FOR STRUCTURAL INFORMATION . PROTEC110N BOARD IS REQUIRED. REFER TO ARCHIiECiURAL PLANS AND �n � 3. s�s ysnerai nots tor amnnHiwi m hroa araininq qrava." SPEGFlCA110NS FOR DETAILS. SHEET ��9 No Trench in � �O� 0 1 : 1 Max Slope \ MIRAFI 140N � From Footing � •_6• Froe Draining Gravel �ERIpR DRAIN N 4� Parf. SCHED 40 PVC O 1S Nin. 0 o NTS > O � a ;