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HomeMy WebLinkAboutPEC130014 Plans.pdf LEGAL DESCRIPTION McDONALUS AT THE TOWN OF VAIL, COLORADO PARCEL ONE: LOT 2-B, A RESUBDIVISION OF LOT 2 VAIL DAS SCHONE, FILING NO. 3, ALSO DESCRIBED AS FOLLOWS: PLANNING AND ENVIRONMENTAL COMMISSION (PEC) A PARCEL OF LAND IN THE SOUTHEAST ONE-QUARTER OF SECTION 11, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY LOT 2, VAIL DOS SCHONE, FILING NO. 3 RECEIVED OF EAGLE, STATE OF COLORADO, DESCRIBED AS FOLLOWS: SITUATED IN THE SOUTHEAST % SECTION 11 , TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6TH P.M. TOWN OF VA!!` Byte D. RHOADES COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHWEST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 11; TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO. THENCE SOUTH 01°39'00" WEST AND ALONG THE WEST LINE OF THE EAST ONE-HALF OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 11, 354.15 FEET TO A POINT ON THE SOUTHERLY LINE OF CHAMONIX LANE, WHICH IS ALSO THE SOUTHWEST CORNER OF VAIL HEIGHTS - FILING NO. 1; THENCE CONTINUING SOUTH 01°39'00" WEST AND ALONG SAID WEST LINE, AND ALONG THE WEST LINE OF LOT 1, VAIL DAS SCHONE, FILING NO. 3, 504.65 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 69°54'16" EAST AND ALONG THE SOUTHERLY LINE OF SAID LOT 1 AND ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF INTERSTATE 4 HIGHWAY NO. 70, 231.70 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE AND ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 52°02'56" EAST, 62.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1, WHICH IS ALSO THE SOUTHWEST CORNER OF LOT 2, VAIL DAS SCHONE, FILING NO. 3, WHICH IS ALSO THE TRUE POINT OF BEGINNING FOR LOT 2-13, A RESUBDIVISION OF LOT 2, VAIL DAS SCHONE, FILING NO. 3; r ,F Doxtva! NO. DATE REVISION DESCRIPTION THENCE NORTH 19°46'40" WEST AND ALONG THE WESTERLY LINE OF SAID LOT 2, 152.61 FEET; I Ik CIVIL ENGINEERING CONSULTANT THENCE NORTH 52°02'56" EAST 148.61 FEET; THENCE SOUTH 37°57'04" EAST 145.00 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID LOT 2, WHICH IS ALSO THE NORTHERLY RIGHT-OF-WAY LINE {" St ate l Land WUt1oas,Inc. OF INTERSTATE HIGHWAY N0. 70; THENCE SOUTH 52°02'56" WEST AND ALONG SAID SOUTHERLY LINE AND ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, 196.21 FEET TO THE POINT OF SITE `IvilLroneering.Land Manning.L:miilemem 8235 COTTONGRASS COURT BEGINNING, - rJ CASTLE PINES, CO 80108 720_3aa.7e61 Phone PARCEL TWO: , rpslmer�sb^ateglds_n8t A NON-EXCLUSIVE, PERPETUAL EASEMENT, APPURTENANT TO LOT 2-13 DESCRIBED ABOVE FOR THE PURPOSE OF INSTALLING OPERATING AND MAINTAINING Robert J.Palmer, PE A TRASH AREA DESCRIBED IN "A" BELOW, FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS THERETO, DESCRIBED IN PARCEL "B" BELOW: President We st Vail A PART OF LOT 2-A, A RESUBDIVISION OF LOT 2, VAIL DAS SCHONE FILING NO. 3, EAGLE COUNTY COLORADO, MORE PARTICULARLY DESCRIBED AS ` "" MOO FOLLOWS: Sea 1F.0 COMMENCING AT THE SOUTHWESTERLY CORNER OF SAID LOT 2-A; - SHEET INDEX THENCE NORTH 52°02'56" EAST AND ALONG THE SOUTHERLY LINE OF SAID LOT 2-A A DISTANCE OF 7.89 FEET; DWG N0. TITLE THENCE NORTH 19°46'40" EAST AND PARALLEL TO THE WESTERLY LINE OF SAID LOT 2-A A DISTANCE OF 22.10 FEET; THENCE NORTH 52°02'56" EAST 34.22 FEET TO THE TRUE POINT OF BEGINNING; CO COVER SHEET THENCE CONTINUING NORTH 52°02'56" EAST 21.00 FEET; s `-t S V. 1 ALTA SURVEY THENCE SOUTH 37°57'04" EAST 16.00 FEET; ti S V. 2 ALTA SURVEY THENCE SOUTH 52°02'56" WEST 21.00 FEET; C. 1 SITE PLAN THENCE NORTH 37°57'04" WEST 16.00 FEET TO THE TRUE POINT OF BEGINNING. „B„ SITE LOCATION MAP C• 2 SITE GRADING PLAN O 0 A PART OF LOT 2-A, A RESUBIVISION OF LOT 2, VAIL DAS SCHONE, FILING NO. 3, EAGLE COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS R ' C. 3 EROSION CONTROL PLAN 00 FOLLOWS: R + d C. 4 EROSION CONTROL DETAILS °a , " COMMENCING AT THE SOUTHWESTERLY CORNER OF SAID LOT 2-A; e a �� C. cJ UTILITY SERVICES PLAN _° O THENCE NORTH 52°02'56" EAST AND ALONG THE SOUTHERLY LINE OF SAID LOT 2-A A DISTANCE OF 7.89 FEET TO THE TRUE POINT OF BEGINNING; r • -° i %rte ��� O 0 L_I LIGHTING PLAN THENCE NORTH 19°46'40" WEST AND PARALLEL TO THE WESTERLY LINE OF SAID LOT 2-A, A DISTANCE OF 22.10 FEET; C L — O 1 LANDSACPE PLAN D w THENCE NORTH 52°02'56" EAST 34.22 FEET; * z z z THENCE SOUTH 37°57'04" EAST 16.00 FEET; Al 0* BUILDING FLOOR PLAN ° 3 k y _- _ _ THENCE SOUTH 52°02;56" WEST 3.00 FEET; " = A2. 0* BUILDING ELEVATIONS ° r_ THENCE SOUTH 37°04 EAST 5.00 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 2-A; ' M THENCE SOUTH 52°02'56" WEST AND ALONG SAID SOUTH LINE A DISTANCE OF 38.11 FEET TO THE TRUE POINT OF BEGINNING. ~' A2. 1 BUILDING ELEVATIONS *NOTE, BUILDING ELEVATION SCHEMES B-D HAVE BEEN INCLUDED IN THE z PARCEL THREE: SUBMITTAL TO SHOW DIFFERENT OPTIONS FOR THE ARCHITECTURAL s N BENEFICIAL EASEMENTS DESCRIBED IN RECIPROCAL OPERATION, MAINTENANCE AND EASEMENT AGREEMENT RECORDED APRIL 19, 1977 IN BOOK 254 AT o `■ ELEVATIONS. � v w PAGE 142 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. a "+ Q w BASIS OF BEARING Qa � BASIS OF BEARINGS: NORTH 52 02'56" EAST, BEING THE BEARING OF THE NORTH LINE OF LOT 2-13 OF THE FINAL PLAT OF "A RESUBDIVISION OF LOT a ' r w 2, VAIL DAS SCHONE - FILING No. 3", AS DEFINED AND MEASURED BETWEEN THE FOUND MONUMENTS SHOWN ON AND LABELED HEREON. m o BENCHMARKfY PROJECT BENCHMARK: .�� + •� , , �, PROJECT TEAM w vi �. OWNER\DEVELOPER: VAIL FIRE DISTRICT: z CATALOG No.'SFLOOREE00112I00100250& HASRE-00112 THE APPROVED CONSTRUCTION PLANS ON FILE WITH THE TOWN OF VAIL, r , t �.: ii . ' _ MCDONALD'S USA, LLC CONTACT: MARK MILLER Q = o ` t CONTACT: MARK HOUSE MMILLER @VAILGOV.COM 75 SOUTH FRONTAGE ROAD vNi MARK.HOUSE @US.MCD.COM w ;. VAIL, COLORADO 81657 z v PUBLISHED ELEVATION = 7940.50 FEET '" 4643 S. ULSTER., STE 1300 - DENVER, CO 80237 (970) 477-3474 °o FLOOD ZONE fi �a -x oa - � (303) 262-3773 TOWN OF VAIL COMMUNITY DEVELOPEMNT: FLOOD ZONE DESIGNATION. THE ENTIRE SUBJECT PROPERTY LIES COMPLETELY WITHIN F.E.M.A. ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% Ff CONTACT: WARREN CAMPBELL PERCENT ANNUAL CHANCE FLOODPLAIN.) REFERENCE F.I.R.M. MAP PANEL No. WCAMPBELL @VAILGOV.COM ARCHITECT: 75 SOUTH FRONTAGE ROAD 08037C 0468D, WITH AN EFFECTIVE DATE OF DECEMBER 4, 2007. ARRIS ARCHITECTURE (n AERIAL SITE LOCATION MAP VAIL, COLORADO 81657 0 co ZONING COREY STINAR @AARISINC NET (970) 479-2138 � Q 0 CD LEGEND 3436 NEW CASTLE DRIVE LANDSCAPE ARCHITECT: p N ZONING - THE SUBJECT PROPERTY IS CURRENTLY ZONED CC3 ( COMMERCIAL CORE 3"), AS DEFINED BY THE VAIL, COLORADO TOWN CODE (REFER TO v O TITLE 12, CHAPTER 7, ARTICLE D FOR FURTHER INFORMATION). PER SAID CODE, THE ALLOWABLE BUILDING SETBACK, BUILDING SIZE, BUILDING HEIGHT PROPOSED EXISTING LOVELAND, CO 80538 NATURAL DESIGN SOLUTIONS Q 0 AND PARKING SPACE REQUIREMENTS ARE LISTED AS FOLLOWS: (970) 988-6302 CONTACT: JASON OLDHAM 0 -I o TW TOP OF WALL - - 5548- - EXISTING INTERIM CONTOUR NDSJASONO @GMAIL.COM 0Y 0 PROPOSED PARKING LOT LIGHT 1470 MILBROOK COURT U o MINIMUM BUILDING SETBACK (ON ALL EXTERIOR BOUNDARIES) 20 FEET BW BOTTOM OF WALL - - 5550 - - CIVIL ENGINEER: CASTLE ROCK, CO 80109 W EXISTING INDEX CONTOUR STRATEGIC LAND SOLUTIONS 970 420-9555 0 MAXIMUM BUILDING HEIGHT: 35 FEET FOR A FLAT ROOF OR MANSARD ROOF; PROPOSED HANDICAP PARKING STALL ( ) Q W 38 FEET FOR A SLOPING ROOF SIGHT TRIANGLE CONTACT: ROBERT PALMER o = J ? z ADDRESS o47 50 PROPOSED SPOT GRADE E ELECTRICAL LINE ACCESS PLATE RPALMER @STRATEGICLS.NET Z o Q LINE 0 PROPERTY ADDRESS: 2171 N. FRONTAGE ROAD, VAIL, COLORADO 81212. SPILL CURB SS SANITARY SEWER LINE BOLLARD 8235 COTTONGRASS CT. 0 W STS STORM SEWER LINE o CLEANOUT CASTLE PINES, CO 80108 0� CATCH CURB T TELEPHONE LINE 8 GAS METER (720) 384-7661 LL W WATER LINE �] LIGHT POLE = M Q PROPOSED RETAINING WALL oo CONTOUR LINE MANHOLE `•�, 00 • PROPOSED CLEANOUT r FENCE LINE OVERHEAD UTILITY LINE O NUMBER OF PARKING STALLS 0 5260- PROPOSED INDEX CONTOUR '� GUARD RAIL 0 POWER POLE SITE STATISTICS - NON-RESIDENTAILS SITE PLANS z J � W 5261- PROPOSED INTERIM CONTOUR oo� Y SIGN Q — — — — ADA ACCESSABLE ROUTE SPOT ELEVATION PROVIDED REQUIRED 0 0 CONCRETE PROPERTY AREA: 0.574 ACRES cV s —ELEC ELEC ELEC— PROPOSED ELECTRICAL o a° DECIDUOUS TREE GROSS FLOOR AREA o GAS GAS GAS— PROPOSED NATURAL GAS DIAMETER of TRUNK TILE NUMBER OF BUILDINGS: 1 ONE SS SS PROPOSED SANITARY SEWER MAXIMUM HEIGHT OF BUILDINGS: 3 FT 35FT. SCALE Mc0 RE: � LANDSCAPING TOTAL BUILDING COVERAGE: 13.3% (3,330 SQ. FT. 40% 1 =30 BOTTENHORN PROPOSED STORM SEWER EVERGREEN TREE 03/25/2013 HOUSE � BUILDINGS PER ACRE: 1.75 UNITS PACRE 12 MAX — UgT ugT ugT— PROPOSED UNDERGROUND TELE DIAMETER of TRUNK DATE: MAD P/cM 3 WTR PROPOSED WATER LINE • SET 5/8"X24" PIN & YELLOW (TYP.) TYPICAL HARD SURFACE AREA: 62.2% (15,553 SQ. FT. o PLASTIC CAP L.S. No. 33202 (xxxx) AS RECORDED LANDSCAPE AREA: 25.0% (6,250 SQ. FT. 25% DESIGNED eY PROPOSED 6 WHITE VINYL FENCE CC3 UNLESS NOTED OTHERWISE BK.-PG. BOOK - PAGE PRESENT ZONING CLASSIFICATION: RJP DIRECTION OF RUNOFF FLOW PRIMARY BUILDING MATERIAL: STONE VENEER o REC. NO. RECEPTION NUMBER DRAWN SK FILE NAME KNOX BOX W/APPROVED SECONDARY BUILDING MATERIAL: EFTS RJP HARDWARE PRIMARY BUILDING COLOR: STONE VENEER cvECKEO er. CURRENT.DWG FIRE DEPARTMENT HOSE SECONDARY BUILDING COLOR: BENJIMINE MOORS MONROE BISQUE RJP SLS ✓N 12-001-06 z CONNECTION W/ APPROVED KNOX FRONT SETBACK DRAWING TITLE - - - - - - - - - - - - ACCESSIBLE ROUTE SIDE SETBACK: 48 -6 20 REAR SETBACK: -4 COVER SHEET ° OVERLAND FLOW ROUTE PARKING SPACES: 18 SPACES 8 SPACES HANDICAP SPACES: 2 SPACES 1 VAN 2 SPACES z BICYCLE PARKING SPACES: 4 SPACES 2 SPACES EL EROSION LOG SF SILT FENCE SNOW STORAGE 4,680 S.F. 4,700 S.F. SHLL I nlo: 0 J Q 2 CS CHECK DAM VTC VEHICLE TRACKING PAD co 0 . . . 1 . A ■ L . T . A . /A . .. . . . .. I . . M . LAND I TTLE . . . . . . . . . . . . BEING ALL OF LD'' "A RESUBDIVISIDN OF LOT 2 , VAIL DAB SCH ® NE, FILING . N0 . 3", LYING WITHIN THE SOUTHEAST QUARTER (SE 1 /4) OF SECTION I 1 , TOWNSHIP 5 BOL.1'""�`H , R:ANGE. S1 'U'U' Ei3T OF THE SIXTH PRINCIPAL MERIDIAN , C� QUNTY OF LADLE, STATE OF CQL0RADQ cLcAMMUCI ►T E 6480 E. ORCHARD R0. . BUITE 8000 AL . GREENW000 VILLAGE . P 303 770 5600 . . COMMITMENTLEG DESCRIPTION F 303 770 2349 r 'z TrLCAH8E3G.Ci{3M :: _ PARCEL ONE' i , ':] a $f f ✓ ARCHITECTURE s •,,<,< X ENGINEERING PLANNING C : . =E C0AfAffTjWl . N RE t --.:r , LANDSCAPE ARCHITECTURE ? t 5 LDT 2—B, LAND SURVEYING t ti_. v.. , A RESUBDIVISION OF LOT 2 VAIL DAS SCHONE FILING NO. 3 ALSO DESCRIBED AS FOLLOWS. >, _ .. _ . .,,. ._.,. _. ,.._, t _ , , L WS 11/N ACCORDANCE WI TH A TI TLE COMMI TMENT ISSUED BY CHICAGO 777LE INSURA CE COMPANY COMMI TMENT -. a " . _,.., a ^ 11- _, .4 _. . 11,No. 9483769 REVfSlON No. 1 W1 T H AN EFFECTIVE DATE OF DECEMBER 26 2012 A T 7.311 A.M. THE __, . _ r u,. v _.. s - ,a ,,, ' , , r ... r.- F. _ . — A N Q SECTION 11 TOWNSHIP 5 SOUTH RANGE 81 WEST OF THE fiTH FOLLOWING EXCEPTIONS AFFECT THE SUBJECT PROPERTY. .; :n „ _, . ?> ,: :.;. , , a <r. , _... F ,. , :; PRINC/PAL MERIDIAN, COUNTY OF EAGLE STATE OF COLORADO DESCRIBED AS FOLLOWS W . ; .';: Y ' `' 7 5' /� 4 ; =%y '' -' ��. f: -4 r'"_.:;{ _ § ? r --. '..;._ a a s L O S "11 ,' a . k 5 — EXCEPTION NUMBER IN SAID TITLE COMMITMENT r d ,v k d }. ;, r..,:, ,,,. .. , rx a,_ COMMENCING A T THE NORTHEAST CORNER OF THE SOUTHWEST ONE DARTER DF THE SOUTHEAST DNE= DARTER OF SAID ' , a t Q Q ,, f y ';S ?.F. . ! 11J . .,: .. ., €m..l .. ,_,s , . SEC TTON 1. ANY FACTS RIGHTS IN OR CLAIMS THA T ARE NOT SHOWN Y ., ., :, i B THE PUBLIC RECORDS BUT THAT COULD BE ,,, ,, ., ,.,. , .,,, .. _._ n , L :. _ _ ,_ . � ,..,, .. :....,., t . _ . ,. THENCE SOUTH 0139 D0 WEST AND ALONG THE WEST LINE OF THE EAST ONE-HALF OF THE SOUTHEAST ONE DARTER OF SAID ASCERTAIN D BY AN I SP s E IN SPEC OF THE LAND OR TNA T MA Y BE ASSERTED BY PERSONS POSSESSION 1 „ _ IN S ESS DN DF THE LAND. NO n w _.. .._,_ r` _.. .,: 3 ti_.:.. r<.,. Ti N 9 354.95 FEET TO A POINT"ON THE UT R _v SEC O 1 , E SD HE L Y LINE OF CHAMONIX LANE WHICH IS ALSO THE SOUTHWEST CORNER OF =„ ' , k :-.a a 1-11 G'O+VLNTIOA/S PLOITABLE� z x VA{L HEIGHTS — FILING ND. 1' �` C.� - _. , .z .-.. :-- - tea'.--. ., - F..... :..:.-.., .,� . %. . ; ,._:.. u_ _sa THENCE CONTINUING SOUTH 0139 DO WEST AND ALONG SAND WEST L{NE AND ALONG THE ST LINE OF LOT 1 AIL DAS 2. EASEMENTS LIENS OR E CUMBRANCES OR C l S ::, ,> F:,. .._ _.:_ _._ � . -., e N a LAM THEREOF NOT SHOWN BY INE PURL{C RECORDS. NO COND1770NS :,,,.. ,,. .. _, , .. :. t, -' „ - : ,_ . . :;:. . N,:,,y a :: O FILING N0. 3 504. 5 F ET TO S U ST L SCH F E THE 0 THWE CORNER THER : Q P OTTA&E : :,. . t ;, ._, - r . _: F .�,r. w_. ,. y:: y r^ ,,: .; THENCE NORTH 69 54 16 EAST AND ALONG THE SDUTHERL Y LINE OF SAID LOT 9 AND ALONG THE NDRTHERL Y RIGHT OF— Y ,: _ ._ . 3, ANY ENCROACHMENT ENCUMBRANCE VIOLA VARIATION OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT �_., . ,. , s :,:',; _ _..- _- !N f ; :,; :: , 3 ,.,.. .. ... `>' F 0 r - .,..6._. : .. . a `.: r 1.WOULD BE DISCLOS D BY ANA <.: .,_. , ,.- . - , ,. . _.. :. _, , - E CCURATE AND COMPLETE LAND SURREY OF 77/E LAND AND NOT SHOWN BY THE PUBLIC , THENCE CONTINUING ALONG SAID SDUTHERL Y LINE AND ALONG SAID NDRTHERL Y RIGHT OF WA Y LINE NORTH 52'G2'56" EAST ,. ... - , _.. 4 '.. ,; t 1-1 RECORDS NO CON©tlJ(NS PI QTTABLF ._ ;_.,. ,,..,_,_ 62.UO FEET TO THE SOUTHEAST CORNER OF SAID LOT 1 WHICH 1S ALSO THE SOUTI ST RN R OF LOT 2 VAIL AS SCHONE, E .. . , i .. , ;:, R WE CO E D N CI . ,. , r �, „ ,,,; FILING NQ 3 WHHICH IS ALSO THE TRUE POINT OF BEGINNING FOR LOT 2 B A RESUBDI14SION OF LOT 2 VA DAS SCHONE F , , , , Q :: „ r,:. r,... = r _ .:_., 4. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED IMPOSED BY --- �:;. _ ,, L'� � . f , , , ' E� . < FILING ND. 3, LAW AND NOT SHOWN BY THE PUBLIC RECORDS NO C.ONDI77l�+VS PLOITABL£ '' -- . . _ ra g ,L.s H ST C F _ .. _,:.:. THENCE NORTH 1946 40 WEST AND ALONG THE WESTERLY Y LINE OF SAID LDT 2 152.61 FEET ,/�] 5. DEFE TS L{ENS ENCUMBRANCES ADVERSE CLAIMS OR OTHER MATTERS IF ANY CREATED FIRST PP IN !N E U ! _ :. A EAR G 7N PURL C ti. _, ,_, r .. " , „ , .._.. _. w w. v .I.- .. _ . „ THENCE NORTH 52 02 56 EAST 148.61 FEET . v , A :.' RECORDS DR ATTACHING TO THE SUBSEQUENT EFFECTNE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED gR3J� r, ... A . :: . ,.. O w _ „ . ;.;11, _ ,,,: ,:k ,, ,. : _ -,...-.; UTH 375704 EAST 1 5.T._... - THENCE SD 4 DO FEET TO A PD1NT ON THE SDUTHERL Y LINE OF SAID LDT 2 WHICH IS ALSO THE ��nn ACQUIRES OF RECORD FOR VALUE THE ES TA TE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMI TMENT. „ .,. �J C] [NO w Ct ND 170YI1S PLOTT - 4' � ,, NDRTHERL YRIGHT—OF WA Y LINE OF fNTERSTA TE HIGHWA Y NO. 70 ;< ; .. NG SAID SDUTHERL Y LIN AND — — �,. f ..,: . . . , E ALONG SAID NDRTHERL Y RIGHT OF WA Y LINE, 996.21 J 1.,., t _ ... '_. -.., >._ THENCE SOUTH 52 02 56 WEST AND ALD �, << r 6. A UNPA TENTED MINING CLAIMS B RESERVA TIONS OR EXCEPTIONS IN PA TENTS OR IN ACTS AUTHORIZING THE ISSUANCE ,. F,.. ,.,_ ... FEET TO THE POINT OF BEGINNING, T THEREOF, (G) WA TER RfGHTS, CLAIMS OR TITLE TO WA TER, WHETHER OR NOT THE MATTERS EXCEPTED UNDER A) (B OR (C »:', a. >: { f"' R H Y THE Pt i t ARE SHOWN B E UBLIC RECORD. [ND CONDITIONS PL07TABLE' %�� = PARCEL TWO.' L . ': ':l .....:: : ..vq :G. :: . - t . m M .. 7. TAXES OR SESS NT T N O , _ A AS ME S 7HA ARE NO SH WN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT _ x ,. ., _ :, CL USI PEP A Ifs g ,; MENT; APPURTENANT TO LOT 2 B DESCRIBED ABOVE FOR THE PURPOSE OF INSTALLING 4 Z : , . ,'mnl v A NON—EXCLUSIVE,VE R ETU L EASE .: » ,a ,.:•. ,. . �... . . ,.. �.... ,...,.. ... :.. LEVIES AXES O ASSESSMENTS RE PROPERTY R Y t' _ _, C L� T R ON ALO B THE PUBLIC RECORDS,. B PROCEEDINGS BY A PUBLIC AGENCY THAT _.", - _ .. . ' ,..,.: , ....< . , ... _ __,. ,, ..._ ._,:_ T AND MAINT INING Y UL T I TA T:,; I ... r . ... b. :;., f OPERA /NG A A TRASH AREA DESCR/BED 1N A BELOW FOR 1/EHIGULAR AND PEDESTRIAN INGRESS AND EGRESS MA RES N XES OR ASSESSMENTS OR N077CES OF SUCH PROCEEDINGS WHETHER OR NOT SHOWN BY THE RECORDS of- , .. ..A. P „ „ :_.., .. `> THERETO DESCRIBED IN PARCEL B BEL01�Y 3 SUCH AGENCY OR BY THE PUBLIC RECORDS. r �,..;. [NO CONDITIONS PLOTTABLEJ Q 8. WATER RIGHTS CLAIMS TO TITLE OR WA TER WHETHER OR NOT DISCLOSED B THE PUBL C R COR :, L _,,. _ _.-.. It A Y l E DS. ENO COWDIIICVS r Q L1l%PLOTTABLE 5 r � y , r.a i:- �4h r.':N. - ,:�: .":I: d.-- :,.. -. r. i F -� .w - S,.,T. i ,: "1r,_ T; »4.. ,, APART OF 2 , A RESUBDIVISIDN OF LDT 2, VAIL DAS SCHONE FILING NO. 3, EAGLE COUNTY COLORADO, MORE �r > - >..,_ :.. L. -. - _ 3. 1, ,, ,,., :_ PARTICULARLY DESCRIBED AS FOLLOWS. 9. RESERVA 770N IN UNITED STA TES PA TENT AS FOLLOWS SUBJECT TO ANY VESTED AND ACCRUED WA TER RIGHTS FOR MINING _ , .. -:;. r, _ 9 ., s , ,. .: ::„ r,_ 1, J AGRICULTURAL MANUFACTURING OR OTHER PURPOSES AND RIGHTS TO DITCHES AND RESERVOIRS USED I CON C N WITH _;'�, g.„ __.: ., :<M,1. S N NE 770 W r.. �. SUCH WA TER RIGHTS, AS'MA Y BE RECOGNIZED AND ACKNOWLEDGED BY LOCAL CUSTOMS, LAWS AND DECISIONS OF THE COURTS COMMENCING A T THE SOU THWESTERL Y CORNER OF SAID LOT 2--A; AND SUBJECT TO THE RIGHT OF THE PROPRIETOR OF A VEIN OR LODE AND THERE IS RESERVED FROM THE LANDS HEREBY ' „ Q GRANTED, A RIGHT OF WAY THEREON FOR DITCHES OR CANALS CONS TRUCTED BY THE AUTHORITY OF THE UNITED STATES VIC�]����'�/MAF THENCE NORTH 520256 EAST AND ALONG- THE SOUTHERLY LINE OF SAID LOT 2—A A DISTANCE OF 7.89. FEET,- jDOCUMENT RE�"RVES BLANKET RIldH75 OVER 7NE PAST 1/2 OF 1HE S�UINEAST 1/4 OF S£C17ON 1f AND OVER THE NORTH HALF j � j .� THENCE NORTH 19 46'40" EAST AND PARALLEL TD THE WESTERL Y LfNE OF SAID LOT 2—A A DISTANCE OF.22.10 FEET OF 7HE SO+JTHHEST 1/4 OF SEC77ON 12J NOT TO SCALE THENCE NORTH 5202'56" EAST 34.22 FEET TO THE TRUE POINT OF BEGINNING; RECORDING DA TE- OCTOBER 18, 1918 THENCE CONTINUING NORTH 52 02'56" EAST 2 1.00 FEET,' RECORDING NO.: BOOK 98 PAGE 309 INDEX �� SHEETS THENCE SOUTH 3757'04" EAST 16.00 FEET; C�,'t t n! °.f ! > r,U''t Ai% S Y!r'7;`r/� F i R/ `T i'+,`; r:I r .� _ r,r ;, „; s,.�F- THENCE SOUTH 52 02'56" WEST 21.00 FEET,' f C I Cl� „ 7s Cr? t L_,l,T ,v E.C.r�S, �r �;F of c, t .f�.r II Pk_ THENCE NORTH 3757'04" WEST 16.00 FEET TO THE TRUE POINT OF BEGINNING. J1111iI`i'i F Tf;:iRc..­ :5ASED bllc f FAG'S, COL(r'? FELL :r611'% .SEX .:EXUAIZ 0,' iDVTAPO,V, /�AAU,!il! 3TAI rb' ?,f4,/�l[AL. _>7A,us } . , r`.!i! flAi:t,`.:IL�o% i7lC?t�� ',t� Cr`lfv,`,%J ,4r"dot�Ti;'Y; Cis 40L11?CE Gf !'lJC'�E �, AS SEi 1Rrf� !;� fa �i'LIC rid frf F1 J/; rE5�'R L. Sheet COVER SHEET i E`,G.. 'T ��� L '.TLNi 7r��7- SAID, C,J y_;•IAN Ct; PZ- iRIC.IO"' '.' ' t-ia` TTr 1 D RT APF'L:.�ASI ,. LA Y11 ,�1.� 5f7 /:_01, -17H , 'f3" r � S ,� Sheet � NEAP SHEET �' ?C iI v t:C�v;;'AT.`7 /, iL vCS C;;r'r��; r i h�G t�G. �fl TILITY €451£NT5 PLOT1L71 HEREDl11,• I1C3GUAtENT ALSO ESTABLISHES 50' FRONT SETBACK AND 0` SIDE 5FA9ACK PROVIDED THE BUILDING'S ARE OU7S'DE OF ANY EAS£MEN7V A PART OF LOT 2—A, A RESUBIVISlON OF LOT 2, VAIL DAS SCHONE, FILING NO. 3, EAGLE COUNT};. COLORADO, MORE . PARTICULARLY DESCRIBED AS FOLLOWS- . RECi,�Dlr'_' D T_ ,llUL F 2��. 1976 RC CJ:,_-,0/ f, NO :ADD-' 241" A� LF ,,5'56 1 COMMENCING A T THE SOUTHWESTERL Y CORNER OF SAID L OT 2-A; .11. RE VA 77oN of A P R Tu N N— s M SUR VEY0R S-NOTES THENCE NORTH 52 D2'56" EAST AND ALONG THE SOUTHERLY LINE OF SAID LOT 2-A A DISTANCE OF 7.89 FEET TO THE TRUE PREPARED UNDER THE <�> SER E PE AL, O EXCLU IVE EASE ENT, APPURTENANT TO LOT 2--A, A RESUBDIVISION OF LOT 2, VAIL rsrR�cT SLIPERV�srCIN [1F DAS SCHONE - FILING NO. 3 FOR THE USE AND BENEFIT OF THE .SELLER, HIS TENANTS, SUCCESSORS, HEIRS AND ASSIGNS, FOR POINT OF BEGINNING; BRAD T. MORTENSEN, P.E, 1. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CL ASSOCIATES. FOR INFORMATION REGARDING BOUNDARY, P.L.S.WYOMING LICENSE. THE USE OF AUTOMOBILE AND PEDESTRIAN INGRESS AND EGRESS AND AUTOMOBILE PARKING AS MORE PARTICULARL Y DESCRIBED NO. 1371 a FOR AND ON EASEMENTS AND TITLE, CL RELIED UPON THE FOLLOWING TITLE COMMITMENT PREPARED BY CHICAGO TITLE INSURANCE sIrI�ALi`DF cLa AND RESERVED IN WARRANTY DEED [MUTUAL AON—IXCLUS'VF EASEMENT OVER LOT 2-A AND 2—Bj THENCE NORTH 19 46'40" WEST AND PARALLEL TO THE WESTERL Y LINE OF SAID LOT 2—A, A DISTANCE OF 22.10 FEET, BEHAL,AI�s COMPANY THENCE NORTH 52'02'56" EAST 34.22 FEET . RECORDING DA 7E MA Y 20, 1977 THENCE SOUTH 37 57104" EAST 16.00 FEET; RECORDING NO.: BOOK 255 PAGE 467 COMMITMENT No. 1483769, REVISION No. 1, WITH AN EFFEC7VE^ DA TE OF DECEMBER 26, 2012 A T 7. 30 A.M. . THENCE SOUTH 5202'56" WEST 3.00 FEET; 12. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS CONTAINED IN THE DECLARATION OF RESTRICTIVE COVENANT 2. BASIS OF BEARINGS NORTH 5202'56" EAST, BEING THE BEARING OF THE NORTH LINE OF LOT 2—B OF THE FINAL PLAT THENCE SOUTH 37104' EAST.5.00 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 2—A; 12 AS SET FORTH BELOW MUTUAL NON-EXI.YUS Y EA�IE`Nr OVER LOT 2—A AND 2—B " THENCE SOUTH 52'02'56" WEST AND ALONG SAID SOUTH DIVE A DISTANCE OF 38^11 FEET TO THE TRUE POINT OF BEGINNING >"` J OF A RESUBDIVISION OF LOT 2, VAIL DAS SCHONE - FILING N©. 3, AS DEFINED AND MEASURED BETWEEN THE FOUND RECORDING DATE MAY 20, 1977 MONUMENTS SHOWN ON AND LABELED HEREON. . RECORDING NO.: BOOK 255 PAGE 468 PARCEL THREE- . . J. PROJECT BENCHMARK. r 7 /� ,� :� f cr- S� r , r € �� h j ' BENEFICIAL EASEMENTS DESCRIBED IN RECIPROCAL OPERA TION, MAINTENANCE AND EASEMENT AGREEMENT RECORDED APRIL 19, . <�> 1, . EASE:.E T(S) F0,6 /;� r U�I, OSZ_ HOP01V SELO;r AND RICH S 1AICD-rt7;�L 7i-IEI,'E 0 As ,'f�AIl e IN A DOCUF�iL7VT7 , .1977 IN BOOK 254 AT PAGE 142 OF THE EAGLE COUNTY, COLORADO REAL ESTATE RECORDS. [EAS£iIIENT PLO77ED] THE FINISHED FLOOR ELEVATION OF McDONALD S RESTAURANT, .PER, THE APPROVED CONSTRUCTION PLANS ON FILE WITH . THE TOWN OF VAIL, CA TA 0 No. 's HISRE-00112 001-025 & HISRE-00192 026-038. GR A,NTED TO: HOB,L f CROSS ELECTRIC ASSOCIA TION � � � . PURPOSE C'OYSTRUCT, RECONSTRUCT REPAIR, CHAI CZ,, ,51VLARCE, RE'--PRAS OPETIATE AND ,VAI;V7AI'I AtV Ul"OL�I GROUND PUBLISHED ELEVATION = 794050 FEET t ELECTRIC T,74fV,Sl�31SS10N OR DIST&Ui70H LINE AND APPURTENANCES 45UR VE O� s CERT FICA l E J . RE- ORD INN DA Tc: ,IAYVUA,R Y ,3 1.97© RECOR104,C, NO., 800A' 264 PAL 14 4. FLOOD ZONE DESIGNATIOIII.' THE ENTIRE SUBJECT PROPERTY LIES COMPLETELY WITHIN F:E.M.A. ZONE X (AREAS TO : McDONALD'S USA, LLC, A DELAWARE LIMITED LIABILITY COMPANY,• DETERMINED TO BE OUTSIDE THE O 2q PERCENT ANNUAL CHANCE FLOODPLAIN.) REFERENCE Fl.R.M. MAP PANEL No. A DELAWARE CORPORA 7TON' E_ 14. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OHLIGA77ONS CONTAINED IN THE APPLICATION FOR REVOCABLE PERMIT TO 08037C 0466D, WITH AN EFFECTIVE DATE OF DECEMBER 4, 2007. MCDONALD S REAL ESTATE COMPANY, , 14 McDONALD'S CORPORA TfON, A DELAWARE CORPORATION ERECT OR MAINTAIN A STRUCTURE ON A PUBLIC RIGHT—OF—WA Y AS SET FORTH BELOW.- [DOCUMENT DOES NOT IDENTIFY TYPE arad to CHICAGO TITLE INSURANCE COMPANY Z OF STRUC7URE OR 175 EXISTING LOCA770NJ 5. FIELD SURVEY COMPLETION DA TE: SEPTEMBER 10, 2011. fl Z Z RECORDING DA 7E• SEPTEMBER 17, 1999 THIS IS TO CERTIFY THA T THIS MAP OR FL T AND THE SURVEY ON WHICH /T IS BASED WERE MADE IN ACCORDANCE WITH THE W 6. ZONING — THE SUBJECT PROPERTY 1S CURRENTL Y ZONED "CC3" ("COMMERCIAL CORE 3') AS DEFINED BY THE VAIL QQ � Q RECORDING NO.: RECEPTION NO. 708919 COLORADO TOWN CODE (REFER TO TITLE 12, CHAPTER 7, ARTICLE D FOR FURTHER INFORMATION). PER SAID CODE, THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR AL TA/AGSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY Q F AL TA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(b), 7(o), 7(6)(1), 8, 9, 11(6), 13, 16 and 18 OF TABLE A THEREOF. THE 9 I ALLOWABLE BUILDING SETBACK BUILDING SIZE BUILDING HEIGHT AND PARKING SPACE REQUIREMENTS ARE LISTED AS FOLLOWS. W I ■ 15, EASEMENT FOR DRAINAGE AND UTILITY PURPOSES OVER THE SOUTHEASTERLY 15 FEET AND. THE IR�ESTLRL Y 7.5 FEET Of FIELD WORK WAS COMPLETED ON SEPTEMBER 90, 2011. V5 SUBJECT PROPERTY AS SET FORTH ON THE PLA TS OF VAIL DAS SCHONE - FILING NO, 3, RECORDED JUL Y 8, 1977 IN BOOK 243 _t Z IL o ppG AT PAGE 399 AND A RESUBDIVISION OF LOT 2, VAIL DAS SCHONE - FILING NO. 3, RECORDED JANUARY 27, 1977 IN BOOK" 252 MINIMUM BUILDING SETBACK (ON ALL EXTERIOR BOUNDARIES) 20 FEET ��'a®°®,a,fi�i © � L3 AT PAGE 118. EA"DVT PLO77E°D MAXIMUM BUILDING HEIGHT' 35 FEET FOR A FLAT ROOF OR MANSARD ROOF, ��..' gV 01` . � t, - Q W J FRANK M. ZWOLINSKf, P.L.S. 38 FEET FOR A SLOPING ROOF COLORADO LICENSE NUMBER 38060 x Z H 16. TERMS, CONDf77ONS, PROVISIONS, AGREEMENTS, EASEMENTS AND OBLIGA 77ONS CONTAINED IN THE RECIPROCAL OPERA TION, ro®,s, � _ - 16 FOR AND ON BEHALF OF CL ASSOCIA TES, INC. y. W 2 p 6 I MAINTENANCE AND EASEMENT AGREEMENT AS SET FORTH BELOW.- [RESERVES MUTUAL EASFMEVT5 FOR IN6RESS/rGRESSi 7. THIS Al. T.A./A.CS.M. LAND. TITLE SURVEY CONSISTS OF TWO (2) SHEETS, AND SHOULD NOT BE CONSIDERED COMPLETE O'l w t� d ' 8480 E. ORCHARD RD, SUITE 2000 .c+ VF/s+ICULAR AND PEDESTRIAN TRAFt7� PARKING, OVER LtJTS 2—A AND 2-87 UNLESS BOTH SHEETS ARE INCLUDED AS A SET �'®6 `@ , 0 O � , I I I Q 9 197 GREENWOOD VILLAGE; CO 80111 ' RECORDING DA 7E APRIL 1 , 7 L��e , a • 8. UNI T OF MEASUREMENT: U.S SURVEY FOOT RECORDING ND_: BOOK 254 PAGE 142 ( . Q AND r- AMENDMENT TO RECIPROCAL OPERATION, MAINTENANCE AND EASEMENT AGREEMENT" 9 . THERE IS NO CURRENT VISIBLE EVIDENCE OF THIS SITE BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY 0- v- LANDFILL. W o RECORDING DA TE. JANUARY 17, 1978 CL� � � � � � { � �� Q Q► N „ RECORDING NO. BOOK 265 PAGE 2B6 10. THERE IS NO CURRENT VISIBLE EVIDENCE OF EARTHMOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS. © � 4 E Q (NO TE THE ABOVE AMENDMENT TO RECIPROCAL OPERATION, MAINTENANCE AND EASEMENT AGREEMENT WAS NOT SIGNED 19. THERE ARE, AS OF THE DATE OF THE FIELD SURVEY, 23 STANDARD PARKING SPACES AND 2 HANDICAPPED PARKING THIS LAND SURVEY PLAT WAS ACCEPTED FOR FILING !N THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF PROJECT #: .©� 2? BY MCDONALD'S CORPORATION) SPACES, FOR A TOTAL OF 25 PARKING SPACES. DRAWN BY: FMZ EAGLE, STA TE OF COLORADO ON THIS —_—_— DAY OF --_—__—_—_---_, 20 ___, AT ------ O CLOCK DESIGNED BY: FMZ 17. ANY EXISTING LEASES OR TENANCIES, AND ANY AND ALL PARTIES CLAIMING BY, THROUGH DR UNDER SAID LESSEES[NO 12. MEASURED BUILDING HEIGHT 36.7 FEET (TOP OF ENTRY TOWER) .CHECKED BY' FMZ CONDITIONS PLOTTAL3LE�' . A.M./P.i�1., AS RECEPTION No. _.�,_ -------- 12. PROPERTY ADDRESS: 2171 N.. FRONTAGE ROAD, VAIL, COLORADO 81212. . 13. THE UNDERGROUND UTILITIES SHOWN HEREON WERE LOCH TED FROM SURFACE EVIDENCE; VISIBLE PIN FLAGS AND PAINT MARKINGS PERFORMED ON—SITE ON AUGUST 23, 2011 AND SUPPLIED BY UTILITY LOCH TING AND MAPPING CONSUL TANTS. SAID TEAK J SIMONTON, CLERK AND RECORDER UNDERGROUND UTILI TIES SHOWN HEREON ARE APPROXIMA TE IN NA TURF: FOR EXACT LOCA TIONS OF ALL UNDERGROUND COUNTY OF EAGLE, STA TE OF COLORADO S V. 1 UTILITIES, POTHOLING IS RECOMMENDED. THIS SURVEYOR HAS NOT PHYSfCALL Y OR ACTUALL Y LOCA TED ANY UNDERGROUND UTILITIES SHOWN HEREON. . BY oFPUrY----------------------- SHEET 7 /2 1 j I ShOppng-C415 012 FivngN°•3 parcel#'2103 t Z,V'Des Sehone, 1 I I of A Resubdi 61 N Frontage Roa1c�91� XISTING RETAIL BUILDING (SHOPPING CENTER) j I LOT d a B00g 5631 page 1Yation E � R;yvestT ApAR N� T MAPLEGEND � MONUMENT FOUND, AS NOTED CLC A55�CIATE5 PLS 38060, ASPHALT � / �� 8480 E. ORCHARD RD. , l;, SET P.K. NAIL & SHINER, SUITE ZOOo Q ` I TRASH BIN Z- 1 OO GREENWOOD VILLAGE tan= w I i C9S AREA / TYPICAL UNLESS NOTED OTHERWISE COLORADO 801 1 1 Co P 303 770 5600 EXCEPTION NUMBER FROM TITLE COMMITMENT F 303 770 2349 I I CLCASSOC.COM (C) CALCULATED 10' WIDE ELECTRIC \ ' ENGINEERING PLANNING POINT OF BEGINNING I ' I EASEMENT i \ I N (R) RECORD LANDSCAPE ARCHITECTURE \ I O LAND SURVEYING ' 148.61 ( ) FOUND REBAR & I I sqs 13 <\ N52-02'56"E M , \ N (M) MEASURED 1-1/2" ALUM CAP, �� \ \ \\\ � m o �o IRRIGATION CONTROL BOX PLS 26598 I SPEAKER I \\ DRIVE-�RU �' \ FOUND REBAR & 'y FIRE HYDRANT \ I ��, z 1-112" ALUM CAP, d OM MONITORING WELL ------ _ E oG c PLS 26598 00 � wv j \ L �'� 0- N WATER VALVE I -- - MENU SIGN \ — d I " �: ''d Ej WATER METER W I N 1 0 PLANTER 0 O STORM DRAIN MANHOLE I Al ELE ELE N Q ••� p ~ o AREA DRAIN OR STORM INLET ------- VI \ \ I� IL ------ ---- TRANS. F� --�— O��* w '� �'' o OO SANITARY SEWER MANHOLE �f j Q o �-+ w QQ �\ m 37>, -- I \\ T > '• p a ,, p SANITARY SEWER CLEANOUT W .. 0 O S P H A L I"d t1Q w N I I \ I A aQ AREA LIGHT OR STREETLIGHT J Q x I I \\ 24.4' II o v> \ G u' POWER POLE \ Z 'DRIVE-THRU" , D � \ Cl O O I � _ ED E9 I� DIRECTIONAL SIGN ; Z `� \\ p• d N E®C ELECTRIC BOX Q ❑ o I� ,' o ELECTRIC MANHOLE J I 1 I Z I \ f Z I I I \ v I � \ \\ �• G NEM ELECTRIC METER Z ❑ O I I I \ I I p �-► TRAF Q U) U �, I \ I 1 I J Frgg Road g A S p H ALT `� co TRAFFIC SIGNAL BOX ❑- L 2171 N. rete/B • i I d i n6 f. g II _ r Ick ►-r1 rM" TELEPHONE MANHOLE LL J \ I StorY Cow I: C ; I \ alg- Lg�el = 8 - - ail TEL TELEPHONE BOX OR RISER j a i z _ t I Bldg. area Ground Level lev. �• � o GAS METER "d I -- Finishes Floor II 10 \ �' WHEELCHAIR ACCESSIBLE SPACE F Q a I \ I � y D \ MISC. SIGN AND/OR POST q ,� Im I' z �' \ Q ❑ 3 _Q o q O 'I 1 r v wTR EXISTING WATER LINE � E- --.I O = ', I 3.6' ° v lk IRR EXISTING IRRIGATION LINE `II 1 7.5' o Q N I ' I �� \ _ Standard Spaces z \\ Ex. SAN - EXISTING SANITARY SEWER LINE U c>r Z O ', I II I I \� � Z rrl y \ S'rm EXISTING STORM DRAIN LINE I O N 111, I I' j DRAINAGE & UTILITY I � I a' 6' � . I I � c,os EXISTING GAS LINE 15 EASEMENT I \� I 3. _ : Q Parcel -P ELE EXISTING ELECTRIC LINE I 1 •went Par 1 °o LE LE EXISTING ELECTRIC LINE (LIGHTING) ° I I Title Comte I T111 G 000 S•f• - oHU EXISTING OVERHEAD UTILITY LINE I ' i ✓� -� 25,, I I TE TE EXISTING TELEPHONE LINE ' 574 acres , I ', � ', 0• EXISTING FIBEROPTIC LINE 1 1 �� I I D I 1 I 1 1 1 � � �� � � `Z Standard EXISTING TRAFFIC SYSTEM WIRING �1 Ury EXISTING CABLE TELEVISION LINE 1 I 14 ,� I ,� I A �� I spaces �`, EXISTING GROUND CONTOUR LINE --- EXISTING RECORD EASEMENT LINE I � �ti I �b ' I ; ADJOINING LOT OR PARCEL LINE � I • 10411-19 F�TRY I ' A S P H A T F.I.R.M. ZONE LINE DESIGNATION I II � I I I � JI � — — PREPARED UNDER THE rr, CENTERLINE DIRECT SUPERVISION OF — — — — BRAD T. MORTENSEN, P.E. ,1 F © I �\ 35.3' v j `, PUBLIC LANDS SURVEY SECTION LINE nPio:s•2 2 WYOMING OR AND ONE I p�4C I RAMP I�- _ Z I BEHALF OF CLC I I ��F i I I 7.5' WIDE UTILITY `� \; .�- - — ,,' `� 10 EASEMENT \ L A.L.T.A. SURVEY LIMIT LINE ASSOCIATES 1 I I I I ` CURB & GUTTER n � ( , II I I I `���\' ' I ' � 1 N ' r 1 I ' D �' `. N I I h TRASH AREA A S P H A L T N EASEMENT z \ I 11 12 DRAINAGE & UTILITY \_J-- O J I CO C qIR i �\ TRASH AREA 15 EASEMENT - ,m \ ACCESS EASEMENT 7.5' WIDE UTILITY R I > 11 12 ------------- EASEMENT 10 02'SE'�W 91.79(M�� I 552' FOUND REBAR & III i 'I `` -------- S aces ____ -- $-- _------ i 1-1/2" ALUM CAP, f J 17 ar p�_-- I -� s3� PLS 26598 � Z Z I .\ __ ---� --------- Stand , �! -----------------9---�- - I ' \ ------- ----- LE I I l� --_-- --� I LF---- -- �' a Q _f, J U \J a I I 1 I .l __ • _ X D ` W • I K4 LE \ ice— 11 ii TE � ` 9k � Z It 13 D E O IL v _ O • ' — 1 TE ' EE v , 196.210) I, ---- _ `--- Z w N _----_—�- 52'� 56 W TE 1 i O Q L_—LE -- _- S 2 TE TE -' - J I � O �1 1 w� --- TE sroP w iY a • --- EE �'� E i `i SIGN �y� �0 O O 7 Q I a LE TE \\\\ �� ---71J38 --- I �lt \ '1441 'TE TE TE TE ,i' \\\ ----- ��Q- -_-_- `T / \\ \ -- I �xF \ __ _-__�� ROCK RETAINING WALL I \ ` ` --- ----- ' �� \ _ _ VALLEY PAN LL• ` LANDSCAPING __- -- -� - C O N C r ` -------- 1 — O 0 • Eq I 7 W --- _ y \\` CONC WALK x / Q N Q > - I SD INLET FL (7936.0) INVOUT (7931.50) \ \ / PROJECT #: 1 1 .0127 DRAWN BY: FMZ 1 CONIC WALK WALK \ ,' / DESIGNED BY: FMZ \ \ CHECKED BY: FMZ \ / EX. SAN �- I - CURB & GUTTER / EX. SAN EX. SAN EX SSMH t' ' MEN T / RIM (7935.1) �,' O 5' 10, 20' PAVE / 8" INVIN (7927.83 N) , ASPHALT . SCALE: 1" = 10' 10" INVIN (7926.63 E) SV.2 10" INVOUT (7926.43 W) N O PITH (U.S. SURVEY FEET) SHEET 2/2 7 SITE PLAN NOTES 1. ALL DIMENSIONS AND RADII ARE TO THE FACE (FOR 6" REVEAL CURB) OR FLOWLINE (FOR CURB & GUTTER) UNLESS OTHERWISE NOTED. 2. PARKING SPACE STRIPING TO BE WHITE, 4" WIDE, UNLESS OTHERWISE NOTED. 3. LOT LINE AND EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM THE SURVEY PREPARED BY CLC, INC. 4. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER TO BE REMOVED (IF APPLICABLE) SHALL BE 29 SAWCUT. CONTRACTOR SHALL REMOVE TO NEXT JOINT IF SAWCUT IS WITHIN 5 FOOT OF A e JOINT. �\ s6 5. THE PARKING AREAS AND ACCESS DRIVES SHALL CONSIST OF A FLEXIBLE COMPOSITE 'P,`�'d° PAVEMENT SECTION OF SIX-INCHES OF ASPHALT OVER FOUR-INCHES OF AGGREGATE BASE SSA FoP�2265ga �s6 0��2� fP COURSE (REFERENCE: SOILS REPORT). AT A MINIMUM, THE PAVEMENT SHALL BE DESIGNED TO SUPPORT THE WEIGHT IMPOSED BY FIRE APPARATUS (40.5 TON, 3 AXLES). °9'64; %d°l2 6. THE DRIVE THRU, LOADING AREA, AND TRASH DUMPSTER AREA SHALL CONSIST OF A NO DA FE REVISION oESCRiPriory °°�°�P �6 PORTLAND CEMENT CONCRETE PAVEMENT WITH A MINIMUM THICKNESS OF EIGHT (8) INCHES 3 Q\" '�'o�l9 °oe CIVIZ ENGINEERING CONSULTANT' o PS a,. �J s (UNLESS OTHERWISE NOTED) WITH A 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI, °aa'La�o9 �r n n Q o3' 4 a t _ REINFORCED WITH 3 BARS, 16 O.C.B.W. IN CENTER OF SLAB. USE 3Y2 CHAIRS AT 48 SY° �1 ��ale h^L SQ° o r ok�or� ti 0.C.B.W. Strate is land Snlntions Inc. ���a�4ae4� ���` °°Ra 7. ALL HANDICAP RAMPS TO INCLUDE DETECTABLE WARNING PANELS. o P PAINTED ISLAND R 8. ALL-CONSTRUCTION WITHIN PUBLIC-RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH THE PAINTED ISLAND CURRENT TOWN OF VAIL CITY STANDARD CONSTRUCTION SPECIFICATIONS. 8235 COTTONGRASS COURT o� o CASTLE PINES. 80108 E ti ti 2hC p� rpe�rner�strateg�ds_net Robert J.Palmer, PE President PR -S GATEWAY ' PP p``"` DBL\CLEANOUT i INV. 7\934.00 IN All SECO DARY MEN B RD PICK UP i REDBOX CO BIKE RACK WINDOW ° h pis I R30 � F ° �t��o �`� J, 8" 120" 4'-0" 2x2x 1/4" ANGLE FRAME ° PRIMARY PAY WINDO ro. °° RASP (T" °� MENU BOARD = ' R AND DIAGONAL BRACES, G.C. TO PROVIDE s 0 PRIMARY COD r 8 BOLT & EYE 0 SECONDARY COD & LOOP DECTOR LATCH TYP. � GRIND WELDS AND a LOOP DECTOR F°""° CORNERS SMOOTH, �0 0 �� �w svEaRE°-oFF%air PRIME & PAINT W/ METAL COLLAR TYP. o 0 �I o0 2 COATS RUSTOLEUM WELD TO POST O V S pe w 80 L.F. CL PAY WINDO ^� 3� TO PRIMARY COD Pei° RASP ALEMITE 1610-BL 7 `p O o HYDRAULIC GREASE s w °o PO � �` 10 FITTING (TYP 6 PL) `0 0 d° N \ o FACE BLOCK TO Q N g = ��, MATCH BUILDING - ° co - W w GSM°t 25,000 S.F. BUILDABLE LOT 1"x6" TREX BOARDS ° z EXISTING WALL TO REMAIN WN J °c M REMOVE EXISTING WALL AND STAIRS p � � z o w It 0 W UI O U L� p 500 S.F. �p>S�se� a w o o a SING , STOR r)\ o �p Lu Oo o C-0 I---- t M 3: <EXISTING WALL TO REMAIN SITE PLAN LEGEND o N LJ J 0 O O SITE PROPERTY LINE (WITH METES & BOUNDS 0 Q 0 NOTED) CANE BOLTS Lu U a SEE BELOW Q Lu ADA ACCESSABLE ROUTE o z � s DRILLED HOLES p p w ADJACENT PARCEL PROPERTY LINE u_ Q EXISTING CURBLINE = (y) 1'-6"x 1'-6" 1'-6"x 1'-6" 1'-6"x 1'-6" i PROPOSED 6" CURBLINE TRASH ENCLOSURE D ETA I L ° J Z ti Q w PROPOSED 6" CURBLINE W/1' CATCH PAN GUTTER, N UNLESS OTHERWISE NOTED o 3 PROPOSED 6" CURBLINE W/1' SPILL PAN GUTTER, scA�E Mc0 RE / 1 -30 BOTTENHORN UNLESS OTHERWISE NOTED °ATE 03/25/2013 Mc0 P/CM HOUSE 03 DESIGNED SY. PROPOSED CONCRETE PAVEMENT (WITH THICKNESS RJP 4 NOTED) DRAWN SY. RJP FILE NAME CHECKED SY RJP CURRENT.DWG - ——— ———— - PROPOSED OVERHEAD ROOF/CANOPY LINE SAS ✓N. 12-001-00 DRAWING TITLE Q PROPOSED BUILDING LINE 20 0 10 20 SITE PLAN 0 0 z CONCRETE RETAINING WALL - GRAY CONCRETE PLAN SCALE: 1" = 20' J — — — — — CONCRETE - KEYSTONE IF YOU DIG COLORADO - CALL US FIRST! SHEET NO: Q) UTILITIES NOTIFICATION CENTER z o V CAI 2 BUSINESS DAYS PRIOR TO ■ EXCAVATION FOR UTILITY LOCATIONS F ASIS OF BEARING SIS OF BEARINGS: NORTH 52°02'56" EAST, BEING THE BEARING OF THE NORTH LINE OF LOT 2-B OF THE FINAL PLAT OF "A RESUBDIVISION OF LOT GRADING & DRAINAGE LEGEND GRADING & DRAINAGE NOTES 2, VAIL DAS SCHONE - FILING No. 3", AS DEFINED AND MEASURED BETWEEN THE FOUND MONUMENTS SHOWN ON AND LABELED HEREON. BENCHMARK 5811 EXISTING CONTOUR (1' INTERVAL) 1. REFER TO LAYOUT & CONTROL PLAN FOR DIMENSIONS AND IDENTIFICATION OF PROJECT BENCHMARK: PROPOSED IMPROVEMENTS. PROPOSED CONTOUR 2. LOT LINE AND EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY PREPARED BY ENGINEERING SERVICES COMPANY, INC. THE FINISHED FLOOR ELEVATION OF McDONALD'S RESTAURANT, PER, THE APPROVED CONSTRUCTION PLANS ON FILE WITH THE TOWN OF VAIL, 25.60FL PROPOSED SPOT GRADE - FLOW LINE 3. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING CATALOG No.'s HISRE-00112 001-025 & HISRE-00112 026-038. ALL SILTATION AND EROSION OF THE PROJECT AREA. USE WHATEVER MEANS 25.60P PROPOSED SPOT GRADE - PAVEMENT NECESSARY INCLUDING BUT NOT LIMITED TO STAKED STRAW BALES AND/OR 25.60TW PROPOSED SPOT GRADE - TOP OF WALK SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND BE MAINTAINED PUBLISHED ELEVATION = 7940.50 FEET 25.60G PROPOSED SPOT GRADE - GROUND THROUGHOUT THE PROJECT UNTIL ACCEPTANCE BY THE OWNER AND/OR THE FLOOD ZONE 25.60ME PROPOSED SPOT GRADE - MATCH EXISTING CITY OF CANON CITY. THE CONTRACTOR'S RESPONSIBILITIES INCLUDE ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE FLOOD ZONE DESIGNATION: THE ENTIRE SUBJECT PROPERTY LIES COMPLETELY WITHIN F.E.M.A. ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 0.2% APPROXIMATE DIRECTION OF OVERLAND FLOW DEPOSITING OF SILT. THE OWNER AND/OR TOWN OF VAIL MAY AT THEIR OWN PERCENT ANNUAL CHANCE FLOODPLAIN.) REFERENCE F.I.R.M. MAP PANEL No. OPTION DIRECT THE CONTRACTOR IN THESE METHODS. ANY DEPOSITING OF 08037C 0468D, WITH AN EFFECTIVE DATE OF DECEMBER 4, 2007. 24"RCP SILT OR MUD ON NEW OR EXISTING PAVEMENT, STORM SEWERS OR SWALES ST EXISTING STORM DRAIN WITH PIPE SIZE & TYPE NOTED SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER AND/OR THE TOWN OF VAIL AT THE NO DATE REVISION DESCRIPTION ❑ EXPENSE OF THE CONTRACTOR. CI�IZ ENCINEERINC CONSULTANT EXISTING STORM INLET 4. ALL CURB AND GUTTER ELEVATIONS ARE FLOWLINE UNLESS NOTED OTHERWISE. ALL CURB AND GUTTER IS CATCH UNLESS NOTED OTHERWISE. FINISHED WALK EXISTING STORM MANHOLE AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT UNLESS NOTED I _ OTHERWISE NOTED. PROPOSED ELEVATIONS ARE SHOWN TO FINISHED 5tate?1 LAID 5oIUtIOds,Inc. ELEC ELEC PROPOSED ELECTRICAL LINE PAVEMENT OR GRADE. LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" C IvilLronnering.Land Planning.Entlilernents PROPOSED STORM DRAIN BELOW TOP OF WALKS AND CURBS. FINISH GRADING IS BY THE GENERAL 8235 COTTONGRASS COURT SAN SAN PROPOSED SANITARY SEWER CONTRACTOR. CASTLE PINES, CO 80108 5. ALL FILL AREAS SHALL BE SCARIFIED EIGHT-INCHES AND RECOMPACTED TO WAT WAT WATER LINE 95% OF STANDARD PROCTOR DENSITY WITH A MOISTURE CONTENT f2% FROM rp>?nm 1d Phone EXISTING INTERM CONTOUR OPTIMUM, UNLESS OTHERWISE DIRECTED BY THE GEOTECHNCIAL ENGINEER. Robert J.Palmer, PE EXISTING INDEX CONTOUR THE LOOSE THICKNESS OF EACH LAYER OF FILL MATERIAL SHALL NOT EXCEED President 45 PROPOSED INDEX CONTOUR EIGHT-INCHES. AREAS TO BE PAVED SHALL BE SCARIFIED AND RECOMPACTED PROPOSED INTERIM CONTOUR TO 95% OF STANDARD PROCTOR DENSITY WITH A MOISTURE CONTENT f2% PROPOSED SILT FENCE FROM OPTIMUM UNLESS DIRECTED OTHERWISE BY THE GEOTECHNICAL ENGINEER. PROPERTY LINE CONTRACTOR SHALL EMPLOY THE ORIGINAL SOILS ENGINEER TO TEST ALL -� 100-YEAR FLOOD BOUNDARY EARTHWORK TO INSURE COMPLIANCE WITH SOILS REPORT. FL FLOW LINE 6. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE t GB GRADE BREAK TOWN OF VAIL ENGINEERING DIVISION. THE CITY RESERVES THE RIGHT TO HP HIGH POINT ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT ME MATCH EXISTING CONFORM TO ITS STANDARDS AND SPECIFICATIONS. REMOVE °� P PAVEMENT 7. THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR ONE (1) YEAR 0.68W WALK d� °�6 TIC TOP OF CURB FROM THE DATE OF CITY ACCEPTANCE, AFTER WHICH TIME THESE PLANS EX �' REePR cPP, C) 0 �ahs�o°���A W SIDEWALK SHALL BE VOID AND WILL BE SUBJECT TO RE-REVIEW AND RE-ACCEPTANCE � BY THE TOWN OF VAIL. 8. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER / OWNER'S �o3 o; �����a;� REPRESENTATIVE OF ANY PROBLEM(S) IN CONFORMING TO THE APPROVED 4`s� �P� 41.32FL 7�Gl, °'o l� PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS EX ° da �� CONSTRUCTION. orQ' �°?` 39.62FL '' ° 2 � ��� olti s�° 3 e Py gar 19 °�� 9. CURB (HANDICAP ACCESSIBLE) RAMPS ARE TO BE PROVIDED AT r` c�°,�'o�S a°'l EX O0F� �0,9� INTERSECTIONS AND DRIVE ACCESSES, AS SHOWN. N 10. ALL HANDICAP RAMPS AND DETECTABLE WARNINGS SHALL CONFORM TO THE ® o TOWN OF VAIL STANDARD DETAILS. 5 FOOT BY 5 FOOT LANDINGS WITH A 00 4 ��s' arc SRS MAXIMUM GRADE OF 2 PERCENT SHALL BE LOCATED AT THE TOP OF ALL z O 38.95FL o 0 ¢�so �S��P HANDICAP RAMPS. a �o�PE GRAD INLET 9.62FL HP 9.00 11. ALL CONSTRUCTION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE IN ACCORDANCE p o = o octi o GRA E=38.65 EX o� I WITH CURRENT TOWN OF VAIL STANDARD CONSTRUCTION SPECIFICATIONS. o O \ IV. IN=34.25 1 U INY. OUT=3 . ti vo 5L.F. 8 \ \ 1 8" PV PVC 2 35.05 s c D o s z \ \ / 4 ME 6 ROOF s �\// �� o V. 0 -34 0 O 38 L n DBL CLE... 40.20FL \ \ S D.fig INV. 7\934.00 lox Q / o ME \ �. �� a ° \�/ 39.00FL P // W �"\\ �! ® � a ` \ �� STANDARD NOTES FOR WATER QUALITY/NPDES W LLI \� „> 39 10F \ // 911 1. THE OWNER, SITE DEVELOPER, CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, s CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE o FLOWLINES AND PUBLIC RIGHTS-OF-WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT Q z OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. ° m O P°N 6595 \ 6°�° 2. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF 1. / THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT Z Q w vi 4' DIA MANHOLE \\ ) 3 hs\ 39.00FL / WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. •'� 5 RAMa Q Z 'Cf' Rto IM=39.90 \ / / 3. A LAYER OF SUITABLE MULCH SHALL BE APPLIED TO ALL DISTURBED PORTIONS OF THE SITE WITHIN 14 DAYS OF THE Q o INV. IN=33.35 �1 e 38.50FL COMPLETION OF OVERLOT GRADING. SAID MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED Ul INV. OUT-33.15 \ �D � e, / OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. ROUGH-CUT STREETS SHALL BE MULCHED w \ 38.50P y \° HP Fouroo UNLESS A LAYER OF AGGREGATE ROAD BASE OR ASPHALT PAVING IS TO BE APPLIED TO SAID ROUGH-CUT STREETS WITHIN THE ''-' w SHEARED-OFF NA U 14-DAY PERIOD AFTER COMPLETION OF OVERLOT GRADING. 45LF. 12" \ 38.15FL \ / 38.30 FL \ \ / 4. THE CONTRACTOR SHALL LOCATE INSTALL AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY "BEST MANAGEMENT Q PVC @ 1% \ / PRACTICES" AS INDICATED IN THE APPROVED CONSTRUCTION ACTIVITIES STORMWATER MANAGEMENT PLAN. 1 5. THE DEVELOPER, GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL 7 38.6 5`°� / LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT o /- LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS-OF-WAY. LL1 0 O 37.90FL 38.9 L SINGLE ' --- ' / RA"P / 6. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILT Q N YPE R 38.40P FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNING CAPS ON (]! ® REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES IS NOT ACCEPTABLE. Q CD ls� 'P \ \ 7. SOILS THAT WILL BE STOCKPILED FOR MORE THAN 30 DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN 14 0 0 DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF � o o THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION, OR Lu o 5' TYPE W INLET \ \ 38.20FL- 37.70FL / EROSION CONTROL MATTING/GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF A DRAINAGEWAY, ADDITIONAL 0 s THROAT=97.90 \ �°���� _ PAt / SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED. Q LL] 1 o 15 PSE� FP\f.<PN �- E'S1935,1g5 N� ° h J Q INV. IN=32.70 3 .70FL EP z ���`�1°ti1° ��� ° I- s z INV. OUT=32.60 \ " / a;��s�`1�9ti°�' 8. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR z o 0 \ \ \ P 3 L / �P� \ ;N°°s FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND 0 ` Q °�` AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY � w \ \\ \ 38.6 FL \\ P 5 � P' MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE Li / 14- HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP F_ . 2 - - / 9. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED y 85L.F. 18 \ ti - � /� / \ CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY Q z o PVC ® 1% CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED z o CEMENT WASTE IS TO BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD A PREDEFINED BERMED J W CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE Q 0P'' FOR ESTABLISHING A CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE > ° SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES. THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING j s „�e pSe P G ee WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 18 PVC / ; +� INV. IN 31.75 e O���C5 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING °TAKE PLACE. THE IV CONTRAICOTORISHOALLI REMOVE ANDTPR PERLY DISPOSE OF ALBLRWASTEWPRODUCTS GENERATEDEBYOSAID CUTTING OPERATIONS ON A SCALE 199=301 MeD RE BOTTENHORN DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM DATE Mc0 P/C"' �/ SEWER SYSTEM IS PROHIBITED. 03/2`5/201 3 HOUSE o \ / 11. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND DESIGNED BY RJP OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET WITH WATER SSUSING PROHIBITED.A R WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF DRAWN eY RJP FILE NAME / / CHECKED RY RJP CURRENT.DWG /r ORAWIIIC TITLE GRADING z Z, \ PLAN 20 0 10 20 IF YOU DIG COLORADO - CALL US FIRST! svf / UTILITIES NOTIFICATION CENTER 1-800-922-1987 o " ' CALL 2 BUSINESS DAY S PRIOR TO C , 2 PLAN SCALE: 1 = 20 V ExCAVArIDN FOR UTILITYLOCATIONS LEGEND IF EL EROSION LOG SF SILT FENCE N0. DATE REVISION DESCRIPTION CS CHECK DAM VTC VEHICLE TRACKING PAD CIVIZ ENGiNEERiNG CONSULTANT P Strati?i Lind Maim, Inc. INLET PROTECTION Civil Ero veering•LSndManning.EnilUemeni•. 8235 COTTONGRASS COURT CASTLE PINES. CO 80108 720_3I34.7661 Phone rpal mer@sb^ategIds_net Robert J.Palmer, PE President 29 °peN° I �e STANDARD NOTES FOR WATER QUALITY/NPDES ° L� C)L �46�c do s6 pEBPR GPp' %l�dr' 2tfm�o��'bo A0 �"" t' 6 1. THE OWNER SITE DEVELOPER CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENT, MUD, St,�° FO�522�5g8 o�6�o�oT�ef CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES AND PUBLIC RIGHTS-OF-WAY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT 41��t' �P yAr�jse odr��o�2 OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 2. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF c a1 `9 P ',J THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT N 3 °a � •tip 1� a� a ��° � � Sr.4ti�°Y,wti�,�� G° n o WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK DONE AS PART OF THIS PROJECT. & p cs�°p�'4s° ` 3. A LAYER OF SUITABLE MULCH SHALL BE APPLIED TO ALL DISTURBED PORTIONS OF THE SITE WITHIN 14 DAYS OF THE z O RB COMPLETION OF OVERLOT GRADING. SAID MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE AND SHALL BE TACKED ° Q �tiPa�� �o04 / OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. ROUGH-CUT STREETS SHALL BE MULCHED p o UNLESS A LAYER OF AGGREGATE ROAD BASE OR ASPHALT PAVING IS TO BE APPLIED TO SAID ROUGH-CUT STREETS WITHIN THE _ OJ vo 5 I 14-DAY PERIOD AFTER COMPLETION OF OVERLOT GRADING. o O 4. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY "BEST MANAGEMENT PRACTICES" AS INDICATED IN THE APPROVED CONSTRUCTION ACTIVITIES STORMWATER MANAGEMENT PLAN. ° j s s z GENERAL CONTRACTOR GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL ENSURE THAT ALL ° w 5. THE DEVELOPER, / o LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT <P5 g° LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS-OF-WAY. O L ��o. O 6. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO SUPPORT SILT J141 e"� s DB CLEANOUT �t FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA APPROVED COLORED WARNING CAPS ON W INV. 34.00 / Q P / REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES IS NOT ACCEPTABLE. o o LLI 7. SOILS THAT WILL BE STOCKPILED FOR MORE THAN 30 DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN 14 DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF a N \\ \ o Fs cot \ a Rl THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION, OR C w T OF A DRAINAGEWA , ADDITIONAL 9119�1 EROSION CONTROL MATTING/GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEE Y Q a w v e ®� / ° \ - / SEDIMENT CONTROLS SUCH AS TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED. \ V) 8. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR uj FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT SHALL INSPECT ALL BMPS WEEKLY AND p OF AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY c� J � 2 MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE Z W �Pa ° \ HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE o J \ °� °° BMP. vi Z q w N,' X�0 �� `NP ° ° G 9. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED z a z Ld � CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY Q = o � C/ CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED • ° CEMENT WASTE IS TO BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD A PREDEFINED BERMED cn za' E� Q ° FOUND CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE L- j w SHEARED—OFF FOR ESTABLISHING A CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE ,y o \ \ \ SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES. THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING o Q WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING �` OPERATIONS INVOLVING WHEEL CUTTING SAW CUTTING OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE SEME 9 P� / \\ P e�°� ti SSpe CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM 0 � 62d°a w.Ad�uH�d \ N` SEWER SYSTEM IS PROHIBITED. Lu O �?c� ��,dcp� 0' i \ \ 5 ° •°�; J RAMP O PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN SEDIMENT AND D �� rte' OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS 0 Q p #P a \ P ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN ORDER TO MINIMIZE DUST. FLUSHING OFF Q O 4—TO A�� PAVED SURFACES WITH WATER IS PROHIBITED. O _ o CS Lu o LI J h 0 3P��E Res t 1 f j s9 ry a ` _j Q FL G 1 / \� b\NN�N S`gti. V \\ Z p A V T 6 326LF - � �/ j � i ��5' e 1 � S F A SCALE• »_ � Rc0 RE, -30 BOTTENHORN A b N ' 1 EA `� DATE 03/25/2013 RED P/c " HOUSE s NIPS � z 326 LF �� ` '� ' ' DESIGNED er RJ P o S C L > DRAWN BY.- RJ P FIZE HARE CHECKED er.' RJP CURRENT D 12-001-06 LQ / DRAWING TITZE EROSION CONTROL ' / 20 0 10 20 IF YOU DIG COLORADO - CALL US FIRST! UTILITIES NOTIFICATION CENTER z �� ' 1-800-922-1987 Q) / ' " ' (r" + CALL 2 BUSINESS DAYS PRIOR TO C , 3 PLAN SCALE: 1 = 20 V E10VATION FoR UTIVrYZOCATIONs 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 2. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR A A REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK o 0 0 0 0 DONE AS PART OF THIS PROJECT. 3. A LAYER OF SUITABLE MULCH SHALL BE APPLIED TO ALL DISTURBED PORTIONS OF THE SITE WITHIN 14 DAYS OF THE COMPLETION OF OVERLOT GRADING. SAID MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE O O O O O AND SHALL BE TACKED OR FASTENED BY AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH USED. NOTE: ROUGH-CUT STREETS SHALL BE MULCHED UNLESS A LAYER OF AGGREGATE ROAD BASE OR ASPHALT PAVING 1. BOTTOM OF CONTAINMENT AREA SHALL BE LINED WITH 12' GRAVEL IS TO BE APPLIED TO SAID ROUGH-CUT STREETS WITHIN THE 14-DAY PERIOD AFTER COMPLETION OF OVERLOT o 0 0 0 o SUFFICIENT TO HOLD THE EQUIPMENT LOADS. GRADING. 2. IN CASE OF A MAJOR SPILL NOTIFY THE EMERGENCY CONTACT 4. THE CONTRACTOR SHALL LOCATE, INSTALL, AND MAINTAIN ALL EROSION CONTROL AND WATER QUALITY "BEST PERSONS LISTED ON THE COVER SHEET OF THESE PLANS. MANAGEMENT PRACTICES" AS INDICATED IN THE APPROVED CONSTRUCTION ACTIVITIES STORMWATER 3. ALL SIDE SLOPES ARE TO BE 4:1 MAX. MANAGEMENT PLAN. 4. FUELING VEHICLES CONTAINING 500 GALLONS OR MORE WILL BE 5. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR REQUIRED TO OBTAIN A SEPARATE PERMIT FROM THE EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF THE MATERIAL DURING JURISDICTIONAL FIRE DEPARTMENT. TRANSPORT ON PUBLIC RIGHTS-OF-WAY. NO DATE REVISION DESCRIPTION 6. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN STRAW OR HAY BALES; OR TO o SUPPORT SILT FENCING USED AS AN EROSION CONTROL MEASURE; IS PROHIBITED. THE USE OF OSHA CIVIZ ENCiNEERio CONSUZTANT APPROVED COLORED WARNING CAPS ON REBAR OR FENCE POSTS USED WITH EROSION CONTROL MEASURES IS °I 1 -09 NOT ACCEPTABLE. ' gi{ 7. SOILS THAT WILL BE STOCKPILED FOR MORE THAN 30 DAYS SHALL BE PROTECTED FROM WIND AND WATER I ' Strat� Landolutirans, Inc. EROSION WITHIN 14 DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE 1 _ ,Land Phnning,t,ntimemem MAY BE ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY PERMANENT REVEGETATION _ TEMPORARY/PERMANENT 0'-0" 8235 COTTONGFtASS CURT OPERATIONS, CHEMICAL SOIL STABILIZER APPLICATION, OR EROSION CONTROL MATTING/GEOTEXTILES. IF CASTLE PINES, CO 80908 STOCKPILES ARE LOCATED WITHIN 100 FEET OF A DRAINAGEWAY, ADDITIONAL SEDIMENT CONTROLS SUCH AS SECTION A-A 720.3M.7661 Phone TEMPORARY DIKES OR SILT FENCE SHALL BE REQUIRED. rpaInvw@sV*gIds_net 8. APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" SHALL BE MAINTAINED AND KEPT Robert J.Palmer, PE IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE CONTRACTOR OR HIS AGENT President SHALL INSPECT ALL BMPS WEEKLY AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS FUEL CONTAINMENT BERM SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL REACHES ONE HALF THE HEIGHT OF THE BMP OR, AT ANY TIME THAT SEDIMENT OR DEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE BMP. 9. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A PREDEFINED, BERMED CONTAINMENT AREA ON THE JOB SITE. THE REQUIRED CONTAINMENT AREA IS TO BE BERMED SO THAT WASH WATER IS TOTALLY CONTAINED. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA SHALL BE ALLOWED TO INFILTRATE OR EVAPORATE. DRIED CEMENT WASTE IS TO BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED OF. SHOULD A PREDEFINED BERMED CONTAINMENT AREA NOT BE AVAILABLE DUE TO THE PROJECT SIZE, OR LACK OF AN AREA WITH A SUITABLE GROUND SURFACE FOR ESTABLISHING A CONTAINMENT AREA, PROPER DISPOSAL OF READY MIX WASHOUT AND RINSE OFF WATER AT THE JOB SITE SHALL CONFORM TO THE APPROVED TECHNIQUES AND PRACTICES. THE DIRECT OR INDIRECT DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED. 10. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE S, SF PAVEMENT CUTTING OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATER JET CUTTING 1 x" I S ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS (RECOMMENDED WOODEN FENCE POST WI TH rD' MAX GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY WATER CONTAMINATED SPACING BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED. M 11. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES SHALL BE SWEPT IN A TIMELY MANNER WHEN GEOTExr�E 0 SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ON TO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN o 0 ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED. A Q < COMPACTED 0 BACKFILL J CONCRETE WASHOUT O O 20 FOOT 1�7 A {y' -SIGN (WIDTH CAN BE 1 CWA W W FEW -y 36"-48" LESS IF CONST. Q > TYP. VEHICLES ARE O Z = Z t� Y; EXISTING PHYSICALLY 3:1 �� O W GROUND CONFINED ON M1 _1,,. Q SIDEWALK OR OTHER LaL 'v w 50 6" MIN ( BOTH SIDES) � �� VEHICLE TRACKING � � O PAVED SURFACE FOOT MIN.) {F-fF -CF PLASTIC CAP, rYP. O O ra" t EC 3;1 IT x 8 MIN. 3.1 CONTROL (SEE Z M VTC GENERAL EROSION CONTROL NOTES - AT LEAST 10" MIN l - Y OTHER ETAIL STABLE OF SILT FENCE � J�, 4. "TAIL'° SHALL DE 4" MIN - - ,rc> ,` SURFACET BURIED l 4 da4, r_ N _ _ u STUDDED STEEL . S s 'r d W TEE POST(MIN-) j 25 MIN. SILT FENCE CONCRETE WASHOUT AREA PLAN POSTS SHALL OVERLAP UNLESS OTHERWISE SPECIFIED 12" TYP• COMPACTED BERM AROUND PUBLIC AT JOINTS SO THAT NO GAPS BY LOCAL JURISDICTION, USE ORANGE RESINET THE PERIMETER L Z W JOIN EXIST IN SILT FENC ROADWAY �4 p O I- COOT SECT. #703. AASHTO ,y3 5' MI>a CONSTRUCTION FENCE TI- 2% SLOPE � - J FIRST OR APPROVED EQUAL v h 0 COARSE AGGREGATE OR 6" EXISTING + O LLI MINUS ROCK GRADE UNDISTURBED ROTATE - � - I� SECOND NON-WOVEN GEOTEX71LE FABRIC r ?3 >3 Z Q (N COMPACTED SOIL z M z It BETWEEN SOIL AND ROCK B X 8 MIN VEHICLE TRACKING POSTS SHALL BE JOINED AS I�r� CONTROL (SEE VTC SHOWN, THEN ROTATED 180 DEG, THICKNESS OF GEOTEXTILE HAS SECTION A = O w (0 IN DIRECTION SHOWN AND DRIVEN BEEN EXAGGERATED, TYP r• MIN. . . . . . DETAIL ) Q Q INTO THE GROUND UNLESS OTHERWISE SPECIFIED BY LOCAL INSTALL ROCK FLUSH WITH JURISDICTION, USE CDOT SECT. #703, AASHTO • • • • (n SECTION A OR BELOW TOP OF PAVEMENT #3 COARSE AGGREGATE B•• MIN. 10' MAX OR 6" MINUS ROCK I` (MIN.) SPACING CWA-1 , CONCRETE WASH®IJT AREA z � I _ CWA INSTALLATION NOTES 0 _ Q 1. SEE PLAN VIEW FOR: O SILT FENCE INSTALLATION NOTES -CWA INSTALLATION LOCATION. NON-WOVEN GEOTEXTILE STUDDED STEEL 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR 1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER FABRIC TEE POST WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF PONDING- SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION COMPACTED SUBGRADE SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, ~ O AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR SECTION A 4' MIN. • THE CWA MUST BE INSTALLED WITH Q Cfl AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) DR PONDING AND DEPOSITION. SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A W 0 O 2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. > Q I N FENCE INSTALLATION DEVICE. NO ROAD GRADERS. BACKHOES, OR SIMILAR EQUIPMENT SHALL STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. Q 0Y LO O O 1. STORAGE SHALL BE CONFINED TO SUCH LIMITS AS MAY BE JOINTLY AGREED UPON BY OWNER AND BE USED. 1. SEE PLAN VIEW FOR rn A r 4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST B' BY S' SLOPES Q 3- COMPACT ANCHOR TRENCH BY HAND WITH A "JUMPING JACK" OR BY WHEEL ROLLING. CF- . PLASTIC MESH CONSTRUCTION FENCE o CONTRACTOR. -LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S). LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER THE PIT SHALL BE AT Q COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR -TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) WITH WITHOUT WHEEL WASH, LEAST 3' DEEP. O 2. UTILITIES SHOWN ARE TAKEN FROM THE SURVEY AND RECORDS OF RESPECTIVE UTILITY COMPANIES AND DO NOT TRENCH BY HAND. ( / � () � o CONSTRUCTION MAT OR TRM)• CONSTRUCTION FENCE INSTALLATION NOTES O NECESSARILY REPRESENT ALL UNDERGROUND UTILITIES ADJACENT TO OR UPON SITE SHOWN ON PLAN. VERIFY 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF V- W EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO BEGINNING EXCAVATION CONSTRUCTION. 4. SILT FENCE SHALL BE PULED TIGHT As IT Is ANCHORED rQ THE STAKES. THERE SHOULD Q BE NO NOTICEABLE SAG BEETWEEEN N STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES. 2- CONSTRUCTION MAT OR TRIM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE 1. SEE PLAN VIEW FOR: J -LOCATION OF CONSTRUCTION FENCE. 6. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CWA. W 3. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUTS, MANHOLES, USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) � Q ,� � Q 5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAVY DUTY STAPLES WHERE THERE WILL HE LIMITED VEHICULAR ACCESS. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, ANO 2 �- s CATCH BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY 2. CONSTRUCTION FENCE SHOWN SHALL BE INSTALLED PRIOR 70 ANY LAND DISTURBING z NOTED ON PLANS OR NOT. REFER TO GRADING PLAN. OR NAILS WITH I" HEADS. STAPLES AND NAILS SHOULD BE PLACED 3" ALONG THE FABRIC ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCAnON OF THE CWA TO OPERATORS Q AcrrolrlES. DOWN THE STAKE. 3. A STABILIZED CONSTRUCTION' ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS OF CONCRETE TRUCKS AND PUMP RIGS. `� 4. THE FINISH GRADE OF PAVEMENT SHALL SLOPE UNIFORMLY TO FINISH ELEVATIONS SHOWN ON THE GRADING WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. 3. CONSTRUCTION FENCE SHALL BE COMPOSED OF ORANGE, CONTRACTOR-GRADE MATERIAL O W ~ PLAN. 6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE THAT IS AT LEAST 4' HIGH. METAL POSTS SHOULD HAVE A PLASTIC CAP FOR SAFETY. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. (Y TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A J-•HOOK-" THE 'J-HOOK" 4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND LL z 5. ALL FILL UTILIZED SHALL BE ADEQUATELY COMPACTED TO PRODUCE A SURFACE SATISFACTORY FOR THE EXTENDING PERPENDICULAR TO THE CONTOUR SHOULD BE OF SUFFICIENT LENGTH TO KEEP DISTURBING ACTIVITIES. 4. STUDDED STEEL TEE POSTS SHALL BE UTILIZED TO SUPPORT THE CONSTRUCTION FENCE. `T PROPER INSTALLATION OF BASE COURSE AND PAVING. RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' - 20')- MAXIMUM SPACING FOR STEEL TEE POSTS SHALL BE 10'. co � 6. BEFORE COMMENCING PAVING WORK, THE PAVING CONTRACTOR SHALL VERIFY THE SUITABILITY OF SUB-GRADE 5- A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CWA MAINTENANCE NOTES 7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. S. CONSTRucnON FENCE SHALL BE SECURELY FASTENED TO THE TOP, MIDDLE, AND � AND COMPACTED BASE. ANY SURFACE NOT ACCEPTABLE SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. BarraM OF EACH POST. � 7 IMMEDIATELY. SILT FENCE MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. L m 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DDT MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS z o 7. REMOVE AND STOCKPILE EXISTING TOP SOIL FROM AREAS TO BE GRADED. UTILIZE STOCKPILED TOPSOIL FOR �_ s FINAL GRADING ACTIVITIES IN LANDSCAPE AREAS. COVER AND RETAIN ALL EXCESS TOP SOIL FOR USE BY THE 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. SECT. #703, AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK. CONSTRUCTION FENCE MAINTFNANCF NOTES POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE w ° MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS EROSION, AND PERFORM NECESSARY MAINTENANCE. T_ LANDSCAPE CONTRACTOR DURING PLANTING BED PREPARATION. POSSIBLE AND ALWAYS WITHIN 24 HOURS FOLLOWING A STORM THAT CAUSES SURFACE Q O ( ) STABILIZED CONSTRUCTION ENTRANCEfE%IT MAINTENANCE NOTES i. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. Q 8. IN AREAS OF ASPHALT PAVING THE ELEVATION TO CATCH BASINS IS TO BE 1/4" ABOVE RIM ELEVATION SHOWN ERASION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY M MAINTAIN BMPs IN MAINTENANCE OF IMPS SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS (V 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE O FOR CATCH BASIN (TYPICAL). 2. FREQUENT RATING OBSERVATIONS AND MAINTENANCE ARE NECESSARY M MAINTAIN BMPs IN MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS EROSION, AND PERFORM NECESSARY MAINTENANCE. DOCUMENTED THOROUGHLY. 9. THE PLUMBING CONTRACTOR SHALL VERIFY ALL SEWER INVERTS AND ELEVATIONS. CONTRACTOR IS RESPONSIBLE EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE POSSIBLE AN 3' DOCUMENTED THOROUGHLY. (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE � FOR PROVIDING ADEQUATE SLOPE OF PROPOSED SEWER TOWARD THE EXISTING PUBLIC SEWER IN STRICT EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPS IN 3• WHERE BMP9 HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON ACCORDANCE WITH THE GOVERNING AUTHORITIES PRIOR TO BUILDING CONSTRUCTION. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DISCOVERY OF THE FAILURE. SCAO 199=300 NIcD RE BOTTENHORN 10. WHERE IT IS NECESSARY TO CUT PUBLIC CURBS, THEY SHALL BE RESTORED AND/OR RECONSTRUCTED IN DISCOVERY OF THE FAILURE. 2- FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN DOCUMENTED THOROUGHLY. EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING JURISDICTION. RECONSTRUCT PUBLIC CURBS 4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED DocuMENrED TFrOR0U0HLY• 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD B€ INITIATED UPON CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE DATE 03/25/2013 oD P/C"* HOUSE � AFTER DEMOLITION OF EXISTING APPROACHES. TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED DISCOVERY OF THE FAILURE. REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 0 11. ALL EXTERIOR, IF ANY, SIGNS SHALL BE SUPPLIED BY OWNER. ELECTRICAL CONTRACTOR SHALL PROVIDE SEDIMENTS IS APPROXIMATELY 6", 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DESIGNED BY CONDUIT AND WIRE TO SIGN. FINAL CONNECTIONS BY ELECTRICAL CONTRACTOR. 5_ REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING, DISCOVERY OF THE FAILURE. 4. CONSTRUCTION FENCE SHALL BE REPAIRED OR REPLACED WHEN THERE ARE SIGNS OF 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS RJP CD 12. DEMOLISH AND REMOVE ALL EXISTING STRUCTURES TREES FENCES SLABS DRIVEWAYS AND SIDEWALKS. TEARING, OR COLLAPSE. DAMAGE SUCH As RIPS OR SACS, CONSTRUCTION FENCE Is To REMAIN IN PLACE UNTIL THE IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER-TIGHT DRAWN BY FIZE NAME. 4- ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. CONTAINER AND DISPOSED OF PROPERLY. RJP PROPERLY TERMINATE OR ABANDON EXISTING UTILITIES NOT TO BE REUSED OR MAINTAINED. EXCEPTION DO NOT ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. 5. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED CURRENT.DWG DAMAGE THOSE SPECIFICALLY NOTED TO REMAIN OR THOSE LABELED EXISTING. AND APPROVED BY THE LOCAL JURISDICTION, OR IS REPLACED BY AN EQUIVALENT PERIMETER 5. WHEN CONSTRUCTION FENCES ARE REMOVED, ALL DISTURBED AREAS ASSOCIATED WITH THE 6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED. CHECKED BY' 13. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY OR PERMANENT SOIL EROSION CONTROL MEASURES TO ALL SEDIMENT CONTROL BMP. 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF THE FENCE SHALL BE COVERED WITH RJP SAS ✓N 12-01-06 DISTURBED DURING CONSTRUCTION. AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED TOPSOIL, SEEDED AND MULCHED, OR OTHERWISE STABILIZED AS APPROVED BY LOCAL 7, WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND 7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, DOWN STORM SEWER DRAINS. JURISDICTION. MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. DRAWING TITZE 14. ALL UTILITY STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH ALL GOVERNING CODES OR STANDARDS SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (TOWN, COUNTY OR STATE). NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. (DETAIL ADAPTED FRDM DOUGLAS COUNTY, COLORADO AND THE CITY OF PARKER, COLORADO, NOT AVAIIA13LE IN AUTOCAD). EROSION CONTROL Q 15. FOLLOW DIMENSIONS PROVIDED. DO NOT SCALE FROM DRAWINGS. (DETAIL ADAPTED FROM TOWN of PARKER,eoLOaRAncr AND clTr of AURORA, r,cr AVAILABLE IN AUTOCAD) CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN C� NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. DIFFERENCES ARE NOTED. DIFFERENCES ARE NOTED. Q ET .. MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. DETAILS CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED, (DETAILS ADAPTED FROM CITY OF BROOMFIELD. COLORADO, NOT AVAILABLE IN AUTOCAD) (DETAIL ADAPTED FROM TOWN OF PARKER. COLORADO. NOT AVAILABLE IN AUTOCAD) DIFFERENCES ARE NOTED. v oEO NO O a GENERAL PROJECT NOTES SILT FENCE 1 . 4 VEHICLE TRACKING CONTROL 1 5 CONSTRUCTION FENCE 1 , 6 CONCRETE WASHOUT AREA 1 7 C ,4 UTILITY NOTES: 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE FROM INFORMATION PROVIDED BY UTILITY COMPANIES AND MUST BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION PRIOR TO COMMENCING WORK. PROTECT UTILITIES FROM NO DATE REVISION DESCRIPTION DAMAGE DURING CONSTRUCTION. CIVIL ENGINEERING CONSULTANT 2. OWNER WILL OBTAIN ALL PERMITS FOR UTILITY HOOKUPS. CONTRACTOR WILL COORDINATE ACTUAL HOOKUPS WITH UTILITY COMPANIES IMPACTED. �l° 3. REFER TO LAYOUT & CONTROL PLAN FOR DIMENSIONS AND IDENTIFICATION OF Land 9 PROPOSED IMPROVEMENTS. 4 SttIUtIOd Inc. . EXISTING UTILITY INFORMATION TAKEN FROM THE SURVEY PREPARED BY ENGINEERING �� e { 7 r vvE`' , 9 SERVICE COMPANY. uvilLroinee<ing.Land Manning•E:nuiliments 4 MANHOL�F �es46 A 5. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN 8235 COTTONGRASS COURT =40.50 ° ayvn sd OF VAIL ENGINEERING DIVISION. THE CITY RESERVES THE RIGHT TO ACCEPT OR INV. MATCH EX 02161°d�'�A�, REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS nE PINES. CO 8018 S� ? °� °�lo��° STANDARDS AND SPECIFICATIONS. 72Q_3B4.Tfi61 Phone �r6�o��2JIQ��fP 6. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL ENGINEERING DIVISION INSPECTION rp��mer�sb^ateglds_net °3 °� �`��of SECTION, A MINIMUM OF 48 HOURS AND A MAXIMUM OF 96 HOURS PRIOR TO Robert J.Palmer, PE 4yr6 41-1- Ise° d612 STARTING CONSTRUCTION. President �� 0 92° ,E� 7. THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR ONE (1) YEAR FROM THE DATE OF CITY ACCEPTANCE, AFTER WHICH TIME THESE PLANS SHALL BE VOID AND P p �drj991 ems. �� RE-REVIEW AND RE-ACCEPTANCE BY THE TOWN OF VAIL. ,ea�,1��0 v o�J r� WILL BE SUBJECT TO R °QQtio�' 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER / OWNER'S 5ev ok 1° ti5���e° � s °� REPRESENTATIVE OF ANY PROBLEM(S) IN CONFORMING TO THE APPROVED PLANS FOR �� °°"e �Ra� ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 9. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN °` bs COMPLIANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS. PIPE ZONE yo�tiP °� / S (BEDDING) COMPACTION SHALL BE 97% STANDARD PROCTOR DENSITY OR EQUIVALENT RELATIVE DENSITY. TRENCH ZONE COMPACTION SHALL BE 97% STANDARD OR MODIFIED PROCTOR DENSITY OR EQUIVALENT RELATIVE DENSITE INSIDE STREET 7LT:cA8" SDR-3 RELATIVE-OF-WAY DENSITY OUTSIDE STREEDT R GHO TS-OF IFWAY UNOLESOSR SPECIFIED GOTHERWISE. AT 1% 10. PRIVATE STORM SEWERS WILL BE SDR-35 PVC, OR OTHER MATERIAL APPROVED BY THE TOWN OF VAIL ENGINEERING DEPARTMENT. \ \ ��� / \ 26s / 11. ALL PIPE SHALL BE INSTALLED WITH CLASS B BEDDING. 12. POLYVINYL CHLORIDE (PVC) PIPE SHALL CONFORM TO ASTM D-3034 TYPE PSM WITH \ \ ,RPSPEP P ,o PEA \ A MINIMUM SDR OF 35. JOINTS SHALL BE ELASTOMETRIC GASKET TYPE MEETING THE NV. 7\934NOUT '° y` ��s P` // 13. REQUIREMENTS ERVICEOLINESTSHDALL BE TYPE "K» COPPER. N \\ eGA �� � 1 \ // PSQ 14. COORDINATE LOCATION OF ELECTRIC METER AND TRANSFORMER, AND GAS METER WITH O 0 E MECHANICAL DRAWINGS. CONTRACTOR TO COORDINATE SERVICE CONNECTIONS WITH \ ° � r °� ` �° y_ • .1, • y / � '°. 2 // UTILITY COMPANY. o 0 4' MANH 15. ALL CONSTRUCTION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH N \ 9 \ / �� IM 37.75 CURRENT TOWN OF VAIL STANDARD CONSTRUCTION SPECIFICATIONS. p 0! / 9�9 o s v \ '� ° � � 4 MANHOLE 0 V �F� �y� �` � °y RIM= / o w UTILITY PLAN LEGEND ° BACKFLOW DEVICE AND 1" RgMP i M ° < PRIMARY ELECTRICAL FROM SOURCE BY \ \ s9 s - IRRIGATION TAP WITH SEPARATE s / SITE PROPERTY LINE WITH METES & BOUNDS NOTED BACKFLOW DEVICE. XCEL ENERGY, CONDUIT BY CONTRACTOR ADJACENT PARCEL PROPERTY LINE SAN EXISTING SANITARY SEWER W/SIZE & TYPE NOTED ELL o s NATURAL GAS FROM SOURCE TO METER \ �\ WA r EXISTING WATER MAIN W/SIZE & TYPE NOTED Q BY HOLY CROSS ENERGY SAN PROPOSED SEWER SERVICE W/SIZE, TYPE & SLOPE o \ �" sus ��, SECONDARY ELECTRICAL st°� NOTED z N �Q �' SERVICE FROM TRANS R s`°a N�^g wa��'F \\ TO BUILDING BY ONTRACTO o C ° N °'p °'°" �• d \ `� `�� , ye ��G.. .. .s .y• -dam 'j anMa WAT o� o AOw PROPOSED WATER SERVICE W/SIZE & TYPE NOTED o f oWd \ \ Z Q W (N � 10 ELEC PROPOSED ELECTRIC SERVICE VI6 O n - GAS PROPOSED GAS SERVICE � M Z W Ito D � eF wa \ I PROPOSED SANITARY SEWER MANHOLE ° 115 L.F. 1-1y2" TYPE K \ \ COPPER WAR LINE fi \ `°" v �� y PROPOSED GREASE TRAP W W � "I g �° HZ � PSG P tJt �� S`'�yl Nl O O ~ � r� ELECTRICAL TRANSFOMER SUPPLIED BY o 9E u e O Q XCEL ENERGY, PAD BY CONTRACTOR \ z POE \ / // V �,��; 6 CO PROPOSED SANITARY SERVICE CLEANOUT — — — - PROPOSED OVERHEAD TELEP FROM SOURCE - — \ TO ING BY CENTURT ROOF/CANOPY LINE Cf) COUNDUIT B�+ W C) BPS PS NTRACTOR PROPOSED BUILDING LINE 0 o C-0 Q Q 0 o p J P P� O o vo SQL .y�tL W U O O F a U S \ \ W 1-1/2" TAP WITH H s s V METER AND CURB STOP z Q O \\ - L Q F 1 cll �P� nl / v O fY� / J z � Wr o r N a 0 3 � // scALE 1"=30' MeD RE BOTTENHORN DATE 03/25/2013 "1cD P/cM HOUSE 3 � i DESIGNED er. RJP DRAWN SK RJP FILE NAME // CHECKED HY RJP CURRENT.DWG /r z 20 0 10 20 DRAWINC TITM Q UTILITY PLAN 0 PLAN SCALE: 1 " = 20' J IF YOU DIG COLORADO - CALL US FIRST! Q) UTILITIES NOTIFICATION CENTER z � 1-800-922-1987 2 "�� V CALL 2 BUSINESS DAYS PRIOR TO C , 5 EXCAVATION FOR UTILITY LOCATIONS HIRAF LINEAR LED FACADE FIXTURE RSB-RCS/L SERIES The HIRAF Linear Facade Lightingg System p is a holistic LED lighting solution designed from a clean slate to maximize the lighting p effect for marketing your building as your 0 o brand while keeping energy usage and maintenance to an absolute minimum. Thanks to its intuitive plug and play mounting design with Integral driver system, Installation is quick and simple and The RSB RCS/L Series rectangular hole requires that power be brought to one 9 fixture in each continuous row. The long shoebox is offered in a variety of lighting life LED source minimizes maintenance to distributions with sharp cutoff to meeting only an occasional cleaning of outer lens the callenging demands of today's site surfaces. This system is truly a"set it and lighting projects. forget it"solution only from Security Lighting. Fixture Specifications Fixture Specifications one-oieceformed A N0. DATE REVISION DESCRIPTION O` p Lamp and arm included �� aluminum housing • Flat tempered glass lens ee • H droformed aluminum CIVIL ENGINEERING CONSULTANT FEATURES reflector Luminair finished in Removable B • Extruded aluminum . 70 CRI standard Die cast zinc lathes permit weatherproof power-coat �� e�` V p paint Colmpartment 'P (k` construction,finished in • 5200K Coloro temperature tool free entry Available with photocell ?ti weatherproof powder-coat standard.Consult facto • High power factor ballast Lamp p factory with-20°F startin and poi carbonate shield } ,r Land }, • Tempered lass lenses . 50,000 hour long life LED • Consulting factory for glare . UL listedd for wet locations 5'tratPgi�LAID �U��Lim, Inc. Pint. g for others 9 • Rotatable optics(RCL only) • Power feed required only at Illumination shield options beginnin of each . Fixtures available in up and A B C EPA WEIGHT continuous row; down Tight;down light only ORDERING INFORMATION subsequent fixtures plug or up light only /� RSB-RCS 8235 COTTONGRASS COURT together in series z/, G I3.9" SAMPLE CATALOG NUMBER 16.25" 23.5" 8.5" 2.1 sf 42 Ibs CASTLE PINES CO 80108 Fully integrated driver for DIMENSIONS _ 1 RSB-RCL o pSe completely self-contained —6.8"— RSB-RCX XXXXXXX XX X XX 22.25" 30" 10.5" 3.0 sf 70lbs 720-3�14.Tfi61 Fbme O� lighting system rp>almer�sb^ateglds_net r�. l • Aluminum mounting series wa"agal Finien oiso-ihnecn voltage O r�, brackets are finished in Sa°raa Robert J.Palmer, PE power-coat paint and each order ships with a formed SERIES FINISH President drilling template for ease of 36",48",72"or 96" RSB-RCS RSB Series-Small DB Dark bronze 1 2� installation p RSB-RCL RSB Series-Large WH White '5 - 1° BK Black �' ORDERING INFORMATION WATTAGE/SOURCE PS Platinum Silver SAMPLE CATALOG NUMBER 100PMH 100 watt pulse start metal halide(RCS) 175PMH 175 watt ulse start metal halide RCS p ((RCS) DISTRIBUTION HIRAF LED XX XX XXX PS 250PMH 250 watt pulse start metal halide(RCS) 3 Type III J` J,J ° ° 320PMH 320 watt pulse start metal halide(RCS/L) 4 Type IV e r 9�0 1000MH 1000 watt metal halide(RCL) Senes So.— St. Diso-mmron voltage Floisn 5 Type V(square) sj G, Ay 150HPS 150 watt metal halide(RCS) 1 °7 �1 9• OC) 's,Q` c SERIES DISTRIBUTION FINISH 250HPS 250 watt high pressure sodium(RCS) VOLTAGE HIRAF Linear Facade Fixture UD Up and Down Light(14 watts per foot) Standard 400HPS 400 watt high pressure sodium(RCS/L) MT Multi tap ballast(120,208,240,277) DO Down Light Only(8.5 watts per foot) PS Platinum Silver 1000HPS 1000 watt high pressure sodium(RCL) 48 480 volt °��' • SOURCE �1, • '% °s ° I_ UO Up Light Only(5.75 watts per foot) 1. Consult factory for other wattages and Pulse Start availability ,� pI 1 O, O• LED LED VOLTAGE Custom Color:Consult Factory 2. Consulting factor for other finishes. ``Q' SIZE SI 8-Foot 120 120-Volt 277 277-Volt RADIOUS WALL SCONCE " % 3 DBL CLEANOUT p°l O` 72 6-Foot INV. 7\934.00 / as 48 4-Foot �.° °G ° � , (kr s. ° / � °. � pse 36 3-Foot A til O' SQUARE STRAIGHT STEEL POLES offers maximum s versatility with multiple ^S �y s • \ \ '� Rl The RWSC Series radius wall sconce O 1 •°2�D .:; (J s° cM ° e y 9,�9 Specifications light sources and finishes The available N 5 ° �' •. \ 3 6� SSP SERIES combination of uplight/downlight washes O / nj• �j ��oti the building facade while the radial soft 00 Gj I 2' S Square straight steel shaft Two-piece base cover form housing will complement Similar O One-piece construction Four L-shaped fully galvanized architectural design elements. _ 1 ��s • 2%"OD tenons,or factory-drilled anchor bolts with nuts and 0 • \ 3 rJ sine mounts washers metal template Q Q \ • Ground lug standard(3/8"16 • Finished in weatherproof � 0 thread) power-coat paint O O �nj O • Steel base plate • Gasketed hand hole standard O O ORDERING INFORMATION O U Fixture Specifications O� s 1 �� RAP E FEATURES O > (o O o r�, �! s �� O' o m • Durable cast aluminum • Completely sealed,flat 0 Z housing termpered glass lenses W G) y Available in various li htin � D 2 c CJ a) 9 9 suitable for use In wet d ^ °' c de tribu i ns for maxium locations � o Y Ships complete with lamp ¢ w a m ° Integrated design O O O Ina e,En w o d D m °� briightness high angle B C Q M t n N w ' m . Luminaire finished in ~ 11 E of a� (D U a pain weatherproof power-coat A _ _ — = — — �� Pole Catalog umber = o°o `" ° f6 c o 0 o ORDERING INFORMATION Z 9 o_ m ¢ cn m m o 11 GUAGE SAMPLE CATALOG NUMBER A B c V) O e 7.25" 18.0" 9.0" O 3 �° • P4 SSP-4118-XXX-XX 18 11.5 6 3 4" 10.25" 3/4' 10.5" 8" 4" 147 RWSC XXXXXX XX XX XXX v W �6 ° °° °\e • °.4 �, RAMP 3 n .. O ICJ Pe SSP-4215-XXX-XX 25 5 15 4" 10.25" /a 10.5" 8" 4" 238 Series So�eel Gmeh Distribution voltage Q Q W O• SSP-5125-XXX-XX 25 10.5 4 5" 12" 1" 10.5" 13.5" 4" 231 Q, C)° 11 SERIES FINISH VOLTAGE _ N nj O ec RWSC Radius Wall Sconce DB Dark bronze 120 120 volt O 3' [k 7 GAUGE WH White 277 277 volt 1 WATTAGE/SOURCE BK Black MT Multi-Tap O` SSP-4725-XXX-XX 25 10 4.50 14 4" 11" 3/4' 10.5" 12" 4" 266 50MH 50 watt metal halide PS Platinum Silver p m O �c� 70MH 70 watt metal halide U (� V) �' 1 1 SSP-5722-XXX-XX 22 20 11 6 5' 12" 1" 10.5" 13.5" 4" 263 J pJ, ,� 2` �- 100MH 100 watt metal halide DISTRIBUTION O W Cl) C) ti' SJ SSP-5728-XXX-XX 28 15.4 7.4 35 12" 1" 10.5" 13.5" 4" 340 175MH 175 watt metal halide UD Up/Downlight 4 ,' 50HPS 50 watt hl h ressure sodium SSP-5730-XXX-XX 30 12 4.5 5" 12" 1" 10.5" 13.5" 4" 398 70HPS 70 watt high pressure sodium WD Downlight only(wide distribution) O V) l ( 100HPS 100 watt hi h pressure sodium "J Cj� "J r� - - FT Downlight only(forward throw) Z W 2' G 1 ea ss 9 p Q Z � M s o zt 150HPS 150 watt high pressure sodium Z d 0 1 CATALOG LOGIC FLAG v � o, 260F 26 watt quad tube fluorescent Z d W � Z POLE Ik` - SAMPLE CATALOG NUMBER 32TRF 32 watt triple tube fluorescent �C 2� 11� �0 5601 `, co �P SSP X XX X X X ❑ BOLT TEMPLATE 424E 42 watt quad tube fluorsscent N (("�),, ShaRl aa, N ball Tbp .fling Iii. N '"1 S P�4P �, Series square Height Type Arrangement Type 4"S...re Pole 5"Square Pole U �/ V r� LL Q 1(C \ SERIES TOP TYPE FINISH O Q SSP Square Straight Steel 1 23/8'OD Tenon DB Dark bronze C1 5 Removable Tenon WH White SHAFT SIZE SQUARE 6 Side Mount BK Black 41 4.0",11 a. 9 PS Platinum Silver 47 4.0",7 ga. MOUNTING ARRANGEMENT ` 51 5.0",11 ga. A One Fixture 1. Consult factor for other available pole heights 57 5.0",7 ga. 0 B Two Fixtures at 90° 2. Only for use with optional tenon top mounting brackets orASB v�Ee e P° C Two Fixtures at 180° mounting backets. O L" NOMINAL POLE HEIGHT(in feet) D Three Fixtures at 90° LU O \ % y See ordering information above , F Four Fixtures at 90° ACCESSORY:TENON TOP 0 � � NOTES,AYf'ae rocked tesaresh, P Tenons only MOUNTING BRACKET At unUn hotel s are spabcRiednsult factor L 0 r� ry s po ppetl as tenon tops unless tlnll \ N V/ V c U""" Oro fo a"alanle pole oPnons(receptacle,mm-Pole FIXTURE TYPE CATALOG NUMBER DESCRIPTION Q Q L L O nreokea,and�anne.mounnngarml TTF-10 Single Q A O 0 None,tenon only 2 ASB,F,RSB,RCS/RCL,WL,MXC,SL,CRI, TTF-29 Twin,90° CM,CV2 TTF-28 Twin,180° O ✓//� 'y� TTF-30 Triple,90'20° U O� TTF-49 Quad,90° w O �+ NOTES: ' - a LU \ o 1, THE F❑❑TCANDLE LEVELS AS SHOWN ARE BASED ❑N THE F❑LL❑WING o s (D s CRITERIA, ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES Z o TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT 0 W BE THE RESPONSIBILITY OF SECURITY LIGHTING, OL 2. THE C❑NTRIBUTI❑N OF THE METAL HALIDE SOFFIT / BUILDING LIGHTING IS NOT REFLECTED ON THIS DRAWING, 0 Z 3, DISTANCE BETWEEN READINGS 10' Z s Q w 4, FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY ° Q BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO CV o ADJOINING PROPERTIES OR ROADWAYS, 5, FOOTCANDLE LEVELS SHOWN ARE MAINTAINED, %ALE »_ Mc0 RE MAINTENANCE FACTOR USED ON THIS DRAWING IS , 75 199 BOTTENHORN �' DATE Mc0 P�CM THIS LIGHTING PATTERN REPRESENTS ILLUMINATI❑N LEVELS CALULATED FROM LABORATORY DATA 03/25/2013 HOUSE TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY o PROJECT WIND LOAD CRITERIA BASED ONI APPROVED METHODS, ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO DESIGNED BY ASCE 7-10 WIND SPEEDS (3-SEC PEAK GUST MPH) VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS, RJP O \ UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES DRAWN SY- RJP F/Lf LLAME 50 YEAR MEAN RECURRENCE INTERVAL r NOTES ' RJP CURRENT.DWG - SPECIFY COLOR NOTE( ALL POLES ARE DRILLED CHECKED SY FIXTURE MOUNTING ALLOWED PAVED SURFACE READINGS SLS ✓N 72-007-06 FIXTURE TYPE: SYMBOL QUANTITY CONFIG QUANTITY EPA HEIGHT LLF POLE TYPEi QUANTITY WIND LOAD EPA 20 0 10 20 SCALE Q,�,vq� DRAWING TITLE Z: Average 5.5 1' = 20' 0' DATE NEXT ASSEMBLY REF. DRWGS. %r`, RSB/RCS-320PSMH- -4-MT-HSS e ❑ 10 DBL90 4 3,10 20' 0,75 SSP-4118-GL- (4") 5 90rnph 13,8 Maximum 24,0 DRAWN BY � ® � � 4 � � ® LIGHTING o MJW 04/03/13 Perfornonce,D,- _,N L ,On<;r,9�Pr a is DBL180 1 4,20 Minimum 0,6 CHECKED BY -80 Johnson o ui a = Avg:Min 9,11 1 inch = 20 ft. R �-544-484 PLAN MaxVin 40,00 APPROVED BY POINT-BY-POINT FO❑TCANDLE PLOT FOR IF YOU DIG COLORADO - CALL US FIRST! UTILITIES NOTIFICATION CENTER APPROVED BY FINISH - McDONALD's SHEET N0: PROPERTY LINE READINGS 16890 E, QUINCY AVE. O /�� APPROVED BY AURORA, CO Average 1,2 II 1-800-922-1987 Z m CALL 2 BUSINESS DAYS PRIOR TO SHOP ORDER MATERIAL DRAWING NUMBER O Maximum 8,2 V Minimum O,0 EXCA ATION FOR UTILITY LOCATIO S PROJECT NO. C� L I 1PCP27608 QUANTITIES FOR REFERENCE ONLY. VERIFY ALL PER PLAN. PLANT SCHEDULE TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY • AG ACER GLABRUM / ROCKY MOUNTAIN MAPLE B * B 2"CAL 4 N0. DATE REWS/ON DESCRIPAON = ENGINEERING CONSULTANT CA CRATAEGUS AMBIGUA/ RUSSIAN HAWTHORN B * B MULT15TEM I f { p 110 PP PINUS PONDEROSA/ PONDEROSA PINE B * B 6' 1 wi` I {�{� (� ) IUfi�+ n�, Inc 8235 COTrONGRASS COURT / SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT QTY CASTLE PINES, CO 80108 720.UA.7661 Phone AA AMELANCHIER ALNIFOLIA 'REGENT' / SASKATOON 5ERVICEBERRY 5 GAL I Robert 11 ICIS-net Shopping Center RCbel�t J.Palmer, PE Parcel#2103-114-15-012 0 / LOT 2A of A Rcsubdivision of Lot 2,Vail Des Schone,Filing No.3 Pms an / 2161 N.Frontage Road OWNER:West Vail Mall Corporation CNN CHPYSOTHAMNUS NAUSEOSUS NAUCEOSUS / DWARF BLUE PABBITBPUSH 5 GAL I I NOT A PART E7ASTING RETAIL BUILDING(SHGPPING CENTER) / / TRASH B!1 J152 JUNIPERUS HORIZONTAL15 'BLUE CHIP' / BLUE CHIP JUNIPER 5 GAL 12 ASPHALT JV V``�` � L J JG JUNIPERUS SCOPULOPUM 'GRAY GLEAM' / GRAY GLEAM JUNIPER 5 GAL I N52'02'56"E 148.61'M — — — C WALK lb PM2 POTENTILLA FRUTICO5A 'MCKAY'S WHITE- / MCKAY'S WHITE BUSH CINQUEFOIL 5 GAL I I c / /I / © \ LE ° `� PP4 PRUNUS BESSEYI 'PAWNEE BUTTES' / SAND CHERRY 5 GAL I I / \ N a RG RH US AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC 5 GAL 3 00 gr__ r ra`K \ °° ��2 b RW KOSA WOOD511 / MOUNTAIN ROSE 5 GAL I I p C / /\ \ D 3 m n' n US w QQ4' NJ�Z 'I / / I — — — `\ J ao; SM2 SYRINGA PATULA 'MISS KIM' / MISS KIM LILAC 5 GAL 4 O y pit GRASSES CODE BOTANICAL NAME / COMMON NAME CONT QTY 0 0 = 3 NEW PLANTING AREAS, TYP. / I I I \ 1 z --" TREATMENT AS SHOWN, , / ; I \ BB BOUTELOUA GKACILIS 'BLONDE AMBITION' / BLUE GRAMA I GAL 18 0 0 _j w PLANT WITH PLANTS FROM I ry `� — — I — k � \\\ � W w PLANT SCHEDULE / Iii O AMEND PER NOTES ' / ' ` Q 32-01 m \ SS SCHIZACHYPIUM SCOPARIUM 'THE BLUES' / THE BLUES LITTLE BLUESTEM I GAL 14 o \ - Uj DEMO EX LANDSCAPE I PERENNIALS CODE BOTANICAL NAME / COMMON NAME CONT QTY p AS NECESSARY FOR IMPROVEMENTS L i V N 1 / \\ ACID AQUILEGIA CHKYSANTHA 'DENVER GOLD' / YELLOW COLUMBINE I GAL 1 5 O y CAE o Y EX LANDSCAPE TO REMAIN. �I 1 O =_— — �, \\\ ACP AKCT05TAPHYLO5 X COLORADOENSIS 'PANCHITO' / PANCHITO MANZANITA I GAL 3 m o Q REPLACE DISEASED, DAMAGED, OR DEAD / \ \ �i C� a- MATERIAL WITH SPECIES ON PLANT LIST / ( \ ASPHA\L T AND AS SHOWN IN LANDSCAPE PLAN I _ \ � -4 IU— �� I \\ � CP CAMPANULA POTUNDIFOLIA 'OLYMPICA' / BLUEBELLS I GAL 12 0 � W o EX CURS%f7EM0 OR RETAIN x ` Q w ' 1 I RE: CIVIL 1 \ W N v I EX TREE CANOPY,TYP. to 1 _ J � MK MAHONIA REPENS / CREEPING MAHONIA I GAL 3 Q 'n W p '�- ____ .�� ---- _, � PS PENSTEMON STPICTUS / MANGOS PENSTEMON I GAL 9 U � ' O O l LU U_ C1 --------- -- !\ — -- — - — -- --- ----- ---- MULCHES CODE BOTANICAL NAME/ COMMON NAME CONT QTY LU SWV256 7W 91J9(MXRf O Q GPA AGGREGATE MIXED / WASHED RIVER COBBLE ROCK 2,486 SF \ rE O 3" DEPTH OVER WEED BARRIER. 50% 2-4" COBBLE AND 50% 3/4" COBBLE. I CGNC WALK \ — t \ \\ srm \ \ \ \ CANC WALK WM MULCH WOOD CEDAR/ SHREDDED CEDAR MULCH MULCH 325 5F \ C 0 N C VALLEY PAN / J CURB!CUTLER / / O � A*' �' ASPHA LT XAVEM ENT EX. SAN '�' j EX. SAN Q � i , EK ssw, NORT RY(7935, Z RONTAGE ROAD WEST /� 18:INWNn927&N INWN(79T6.G3 ) !^ w --- Public Street i '9 NbDUTn9T6.�3E �' Q IV 0 LJJ C7 O C� Q O Z O Q C7 < LU � CO W� Zh o F_ LU I Q �� U Z Q �O �� O PLANTS TAKEN FROM TOWN OF VAIL RECOMMENDED PLANT LIST AND TI1E BETTY FORD ALPINE o w w w QZ >Z z w LANDSCAPE PLAN GARDEN PLANTING LISTS Q ¢ J= LU m ; Of 1 SCALE: 1" = 20' � w w w O Q Q 0 C) O 0" 20 40' 60' SCALE 111_20' McD RE BOTTENHORN DATE.* 02/25/2013 MCD P/CM.• HOUSE DESIGNED BY.• J RO DRAWN BY• J RO ALE NAME SIREEI ADDRESS DRAWN KffEKENCE NOTES SCHEDULE 2171 NORTH FRONTAGE ROAD WEST cHEC/rmer NM SIS ✓nr 12-0001-06 DRAWING AlLE 32 EXTERIOR IMPROVEMENTS VAIL COLORADO CONCEPTUAL SYMBOL DESCRIPTION QTY DETAIL 32-01 14 G POLL TOP STEEL EDGING, TYP. 494 If COUNTY LANDSCAPE ROCK EAGLE SHEET NO SYMBOL DESCRIPTION QTY DETAIL REG/OVAL DIY NO STATE STORE lD,f K-101 GRANITE/MOSS ROCK BOULDER--DECORATIVE 9 005-0060 DEN 37 NA/70N4L /Oj - 4264 CL01 m - - - - - - T I T T I I I I I ❑ I ❑ I ❑ I ❑ o I I I I w I I I I I I ' I I WOMEN'S VESTIBULE 7 102 115 I I I I SUPPORT FREEZER 104 0° I I w L - - J I I o I I F • 0 1 0 14 I D I I 1 C N D MEN'S I I &RGHITECTURE 103 I I I I I 14 I Arris Architecture, LLC COOLER DINING I N I 3436 New Castle Dr. 110 I 101 Loveland, CO 80538 rL I 970.988.6302 CN 1 4 corey.stinar @arrisinc.ne Ln I 1 I I I I I ,a. . CUSTOMER I N I SERVICE I I 100 I I I I m I I a Ww I I a f6 U -O U y0 C I e I J N O C KITCHEN I L L I `C° J o L O O U N 105 - o a U w w c y 0 o 0 Q I I o N ORDER PRESENTER ' C U U L O O O N (6 7 U -O O_ O U 107 O , O �"° .L- Q LO O c O C � UOa� 0 ° a = � U O O O C O TT TT TT TT TT TT Tn :� n N Q O C N U O _ O O 7 Q O O O O 'OD d 30 E-I O LL N L Z W m D E o c Q L (n W F D a n I 73'-3" w } Q m o z o o z w W c� U W F 4 o - a co o W o I 0 co 1 FLOOR PLAN I A1 .0 1 /4"= 1 ' -0" co LO / z 0 J_ D m 0 Of Q C) Z W 0 O Q F J � w Z o 0 a x U) w x U x Q F- C w Q F C D X U) Q 00-0000.00.0 (n O z I U) Al e0 0 Y FLOOR PLAN m T.O. TOWER DARK BRONZE STANDING SEAM METAL ROOF z 0 STAINED CEDAR TRIM a DARK BRONZE STOREFRONT w 0 IFS - PAINT "MONROE E _ L = BISQUE" STONE VENEER DARK BRONZE STANDING - - - - - SEAM METAL ROOF LU STAINED CEDAR NEAVI - DYa TIMBER FRAMING o - -- w =4 DARK BRONZE TRELLIS e I C 111 - - - - - - - - - -- - STAINED CEDAR NEAVI' TIE-BACK i i TIMBER FRAMING CTURE ® - - - - - STONE VENEER Arris Architecture, LLC 3436 New Castle Dr. - — - - — - - Loveland, CO 80538 _- - -- - 970.988.6302 - _ - - - _ - orey.stinar @arrisinc.net DARK BRONZE STOREFRONT r m ❑ w Q a w U J 0 N J 2 m U p o c m c Q ❑ O d U N U m @ U � oL m �� •o C J a� � � � L o O n n N w > c U � 4=:-, C L p or- 2 .°- `o fl- a) DARK BRONZE STANDING cv -a `3 o y O 0 STAINED CEDAR NEAV1 ° ° SEAM METAL ROOF TIMBER FRAMING DARK BRONZE GAP O m; y - - FLASHING ro �,m �c � 3N2. -S E EIFS - PAINT "MONROE o .� on BISQUE" •a EIFS - PAINT - Y Q N N- C o "MONROE BISQUE" _ m 8 c o ° c 00 c -00aoi � ay O ° a -r- 0 o o O o 0 N o o " m N o 0 N c o w m STAINED CEDAR PEAV r EIFS REVEAL 2_V ° - ' - K oN TIMBER FRAMING O m m o_ I� LL 3 m w o �❑ c amc i C W .= W 0)N N 0 Eo �N I- ❑ o m m m n n n n n n n n n n n a J - _ Q } Q 00 L ° ° w w 0 � 1 7w 3:co z - o z >ED � a Uj XXXX - ° D ° p Cf) o 00 STONE VENEER - - -- ® - - - - - - - -- - - - - STONE VENEER 00 - - - - - - - - - - - - - - - - - - - - - - - - - Ln co z FIN. FLOOR _ _ - - - - - - - - - - _- - - - - - - - - - - - - - - - - - - z o L = 100'-0" O o m DARK BRONZE Z LU STOREFRONT Q X FY Y W Q U Q Z v O N � Q = W J LL ❑ C) p a W LL °a j Z O (D R o w Q z F E U) m 0 w W O X ❑ ❑ �/j a. W r CO U p p X Q Of ON o u1 <n X D Z H N Z S 0 A2 . 0 c ELEVATIONS Y } 00 z O a 0 J) w DARK BRONZE GAP FLASHING EIFS - PAINT = "MONROE BISQUE" - - - - - - - - - - - - DARK BRONZE GAP ELASNING DARK BRONZE TRELLIS FASCIA DARK BRONZE STANDING SEAM METAL ROOF DARK BRONZE TRELLIS TIE-BAGK W Q o W STAINED CEDAR NEAV'I TIMBER FRAMING - - - iS PAINT aL."hRCHI CTURE STONE VENEER _- _ - _- _ - _- _ - _- _ - _- "MONROE BISQUE" Arris Architecture, LLC STONE VENEER 3436 New Castle Dr. - - - - - - - - - - - - - - - - - Loveland, CO 80538 - - - - - - - - - - - 970.988.6302 corey.stinar @arrisinc.net _ T.O. TOWER EL = 133'-0" - r m ° w Q a w DARK BRONZE STANDING a SEAM METAL ROOF J � N o J m ° DARK BRONZE 0 2 0 0 6 U U STOREFRONT rn ) o n CL U) .- EIFS - PAINT J a s 42 DARK BRONZE TRELLIS "MONROE BISQUE" ` ° .. a TIE-BAGK n o = N p y DARK BRONZE � EIFS - PAINT DARK BRONZE STANDING � o ` .0 m = N FF ° DARK BRONZE TRELLIS GAP FLASHING "MONROE BISQUE" FASCIA SEAM METAL ROOF ° Q C0 ,5 c m = DARK BRONZE - .9 � c GAP FLASHING a) 3: -° 4 N N O U �i Z U Cr 0 a 0 O - - - - - - - - - - a t 3 Oc°� o 0 0 STAINED GEDAR HEAVY z o o N - - - - - - - _ - - - - - - - TIMBER FRAMING N a (D 0 o _i _i �� 0 N -o ° aL 0 = _ - _ - _- - _- -- - - - - N N N p _ c 3 LL 3mN ._ o . O ® m - c a wL W F } ° _ m Q W CID Q } \ W N CD 0 LU U) ° p STONE VENEER p / _ _ _ _ _ _ _ _ _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - FIN. FLOOR _ _ Cf) EL = 100'-0" z z LL U o m Z w r 0 w z J w m o Q m ED 0 Z 7) O QU) < = W Q J LL Z ° 0 0 C a U °a Q O K oU) LL W LLJ m a m W x J (n O w O X r � D D 6 x 00 O O LL W r x N m x Q d o 0 z Q 00-0000.00.0 S c h (E.11. m e_. LBD A2 . 1 Cf) cn ELEVATIONS Y m T.O. TOWER _ _ _ _ EL-= I 3 3'-O" DARK BRONZE STANDING SEAM METAL ROOF STAINED CEDAR TRIM zz t= DARK BRONZE STOREFRONT U W EIFS - PAINT "MONROE BISQUE" STONE VENEER DARK BRONZE STANDING - - - - - SEAM METAL ROOF STAINED CEDAR HEAVY B Q TIMBER FRAMING - Lu Q _ � o - - w DARK BRONZE TRELLIS _ e I f11 - - - - TIE-BACK , - - - - _- - STAINED CEDAR NERVY TIMBER FRAMING _ = OTURE - - STONE VENEER IIL I L Arris Architecture, LLC 3436 New Castle Dr. Loveland, CO 80538 - - 970.988.6302 orey.stinar @arrisinc.net DARK BRONZE STOREFRONT r m 0 w Q a w N J m ° U U i @ U J o � S) 0 a � :6 r N •3 c J a � � � L STAINED CEDAR HEAVY ° TIMBER FRAMING a 3 L 2 � � � `0CL DARK BRONZE STANDING SEAM METAL ROOF EIFS - PAINT "MONROE 0 ° � ^° ° g c 3 y N - - - - - BISQUE" 0 m3 � EZy _ N N �i N N "; 5 .`b (6 � O O j N 7 U ° y O N ` N O rL. Q.N ._ C U IN 0 .0 0. C 0 O O cc y.+ o STAINED CEDAR HEAVY ® o c :3 n o -o N TIMBER FRAMING o ° o 0 cv U) ° M - `m w 3: CU U) (D N O n n n n n n n n n n n n n n n n n Lu cm W - w }' Q - - - - m ¢ m Q W w 3:z o N U Lu - \ -- -— -- -- - — - - — — - - — - - — - w w - - - - - - - - - - - - - - - - - - - - - - - - ui c ° p I STONE VENEER - - - - - - - - ❑ - - _ - - _ - -- - _ - - -- STONE VENEER o - - co - - - - - - - - - - - - LO 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LO - - NFIN. FLOOR - -- -- - - - -- - - -- - - - -- - - - -- - - - - - - -- - - - -- - _ � --- _- -- - - - -- - - - - - - -- - - -- - - - -- - - - -- - - - -- - - - -- - - - -- - - - - - - -- - - - - -- - - - -- - - - -- - - - - - -- - - - -- - - _ Z z DARK BRONZE: U- STOREFRONT O D Z Lij m 0 w z Y w Q U W z m O oo O U Z F<- O Q U) = w J LL D) ° Q � Z 0 0 0 °a N Z p CD � o Lu Q Z RU) Ld U) 3: O W O X W w r OO U OO OO w x m w _ a ° Q N d ' o 3: 3:w Fn 0 z N Z N S 0 A2 . 0 c ELEVATIONS Y } 00 Z O a U U) w 0 DARK BRONZE STANDING SEAM METAL ROOF DARK BRONZE TRELLIS FASCIA DARK BRONZE STANDING SEAM METAL 8001= DARK BRONZE TRELLIS TIE-BACK w Q 0 > w STAINED GEDAR �-IEAV1 TIMBER FRAMING EIFS - PAINT Is STONE VENEER �_ _ _ �_ _ _ �_ _ _ _ _ - _ _ "MONROE BISQUE'' L\RCHf CTURE - - - - Arris Architecture, LLC - - - - - - - - - - - - - - - - - - - - - STONE VENEER 3436 New Castle Dr. Loveland, CO 80538 970.988.6302 corey.stinar @arrisinc.net _ T.O. TOWER EL = 133'-0" r m 0 w Q a DARK BRONZE STANDING W SEAM METAL ROOF a � � N DARK BRONZE Q o o L N STOREFRONT U J � 0 � � @ � N > 3 N n r N .3 C J c Q � 1LL 0 a N .L.. N T c EIFS - PAINT n Lo3 � n ` DARK BRONZE TRELLIS DARK BRONZE TRELLIS DARK BRONZE STANDING °-' co O FASG A TIE-BACK E FS - PAINT MONROE BISQUE SEAM METAL ROOF U �/� ° c c o '2 ''MONROE BISQUE" --_ DARK BRONZE 0 0-:- o `o - GAP FLASHING O = M E Y C.-: t U -- CL (6 . K (6 U N O O O d N 00 CD ° 10 d 3 L O TIMBER FRAMING .0 -0.CEDAR N EAVT ° c�m o o n � c a CD - - - - - - - - - N J E p C C: N 2 0 0 W U U°o co m m d d -0 W - W - - - - - - - - - - - _ W m 0 m _ _ W z - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - < I z W 0 W STONE VENEER 0 ° � � j ° o FIN. FLOOR Cn U Z z LL CD o M Z w r 0 p w J z Y w U W Z_" " Cl) p O QU) Q � U) Of Z o o p p U Q N Z O cD � o Q JO 0 W O X W � r 00 U O O W O X W' d m W X 0 0 uj X Q W W W F- X 0 Z Q 00-0000.00.0 z scheme Cf) ELEVATIONS Y m T.O. TOWER EL DARK BRONZE STANDING SEAM METAL ROOF STAINED CEDAR TRIM z O DARK BRONZE d STOREFRONT U U) W - EIFS - PAINT "MONROE - _ _ = BISQUE" STONE VENEER DARK BRONZE STANDING - _- - _- SEAM METAL ROOF STAINED CEDAR HEAVY B Q 8 TIMBER FRAMING _ Uj i o _ - w STAINED CEDAR HEAVY - - - TIMBER FRAMING - = ARCHI CT IN - - - - STONE VENEER — — - Arris Architecture, LLC HL = 3436 New Castle Dr. Loveland, CO 80538 970.988.6302 orey.stinar @arrisinc.net DARK BRONZE STOREFRONT r m 0 w Q a W n. f6 U a U � C coo C O p g Q U N J � a rn-6 -o N 'n N .c w Cn Q (6 d O N U L O '- � — 0 O N L N T N m 3 o N DARK BRONZE STANDING STAINED CEDAR HEAVY Q ° o (n SEAM METAL ROOF TIMBER FRAMING o Q N 3 O .� o Q @ c E EIFS - PAINT MONROE D - - - - - - - - - BISQUE" ARK BRONZE CAP 3 .N w E ' FLASHING W O p a U C U U p O O U A N O _ O m L c O o O Q 7 - L O r U U Co C O p STAINED CEDAR HEAVY Q (D �00 (D o C o Q Q N p N TIMBER FRAMING C ID p I _ -a a � � Qo E � 04 U) X 0 XN S c o _ 3 o ® 3 U) (D O m U � C a, W "p J N N U zm N T L � HZ) -°a `m ;vNm LLJ J - - r F m W } m 0 0 N 0 Q n } Z - _ I � _ - _ z w 0 F > 0� � STONE VENEER = - - - - - - � o co _ 0 E STONE VENEER LO - - - - - - - - Fz _ j FIN. FLOOR V) Y EL = 100'-O" z o DARK BRONZE U- STOREFRONT o D Z M Q X H D Y ! 'y U W z °� 0 m " U Z U) U) LL > W � ( 0 N D 0 Q Q J z o o p 0 Q � Q N Z 0 (D W o z R U) LL Ld H oU 0 W X n p W X X 00 U 0 U 'l X H O LC) W W IW_- X Q F N o cn X Z H N z 0 A2 . 0 scheme V) ELEVATIONS Y } 00 Z O a U U) w DARK BRONZE GAP FLASHING EIFS - PAINT - - ''MONROE BISQUE' _ - _ - _ - _ - _ DARK BRONZE GAP FLASHING DARK BRONZE STANDING SEAM METAL ROOF w Q 0 - w STAINED CEDAR NEAVT TIMBER FRAMING _ - EIFS - PAINT is STONE VENEER _ \ "MONROE BISQUE" ARCH1 OTURE - - Arris Architecture, LLC STONE VENEER 3436 New Castle Dr. Loveland, CO 80538 970 988 6302 corey.stinar @arrisinc.net _ T.O. TOWER EL = 133'-0" r m 0 W DARK BRONZE STANDING LU SEAM METAL ROOF a J � N DARK BRONZE m J ° 2 STOREFRONT \ Q p o i r w EIFS - PAINT \ 0 °' "MONROE BISQUE" \ _ J s o -= — 0 a Ns... m DARK BRONZE EIFS - PAINT 0 - w r o 0 GAP FLASHING "MONROE BISQUE" DARK BRONZE STANDING Q - M o Q SEAM METAL ROOF o P--1: N A \ M DARK BRONZE GAP FLASHING �� 3 � w -._ U_ LO) CL o O = ° — — — -- L - - - - _ L w STAINED CEDAR N EAVl 0 s ° omoo TIMBER FRAMING o o N a n X O � , m ! . LL 3 n = o 0 CD J _ 0 roc W vo `� m m m w LLJ -- -- - - _ - - _ - - _ - _ - _ - W m p Uj } _ _ _ _ _ _ } W N - - - - W - -_ - _ can Z W p STONE VENEER o LLI LA LO � p � W � Q - - - - - FIN. FLOO>? j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL = 100'-O" U) 0 z z LL U o D Z w r m 0 w z J W m C) o Q m0 m Z" " U) O QU) N = W Q J LL Z 0 Q Q Q C') LL Q Q O � `) LL w m a m W x J LLJ (n O w O X r p p Uj x T- 00 U O O LL x Q W m N d' o W x 0 z Q 00-0000.00.0 S C-- h D A2 . 1 Cf) cn ELEVATIONS Y