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HomeMy WebLinkAboutLions Ridge Filing 3 Block 1 Lot 1.pdf dr VAIL GO MAIN POST OFFICE UNITED ' STATES POSTAL SERVICE ARCHITECTS : BRINER SCOTT ARCHITECTS 143 East Meadow Drive � Vail , Colorado 8165 ( 303/476 - 3038 ' A �' CHITECTS U - CH /\ MBERLIN � 437 Main Street Grand Junction , Colorado 81501 STRUCTURAL /CIVIL ENGINEERS : KKBNA , INC . CONSULTING ENGINEERS (Ketchum, Konkel , ')R arret, Nickel B Austin) 4251 Kipling 'i Wheat Ridge , Colorado 80033 303/431 - 6100 MECHANICAL / ELECTRICAL ENGINEERS : McFALL - KONKEL B KIMBALL 2160 South Clermont Denver, Colorado 80222 303/ 753 - 1260 revisions: . i - no. date ite ABBREVIATIONS MATERIAL LEGEND SYMBOL LEGEND PROJECT DATA- 1 AB Anchor Salt . J .Joint AC Acoustical EARTH CENTER -SITE: , FLOOR OR LEVEL - � - AC.T Acoustical Tile MAS Masonry A.F.F.'Above Finished Floor MAX Maximum ; � °���° GRAVEL LINE Location: Lot 1, Block 1, lions Ridge Subdivision Filing fib. 3> Eagle County, Colorado ALT Alternate MECH Mechanical ! i o ° Size: 3,789 acres or 165,048.84 sq.ft. ALUM Aluminum MET Metal Building footprint (includes carrier parking) = 15,272 sq.ft. / A.P. Asphalt Plank Flooring MFG Manufacturers' �.v Hard Surfaces = 62,310 s ft. ; •.: PRECAST CON CRETE ANCH Anchor MIN Minimum ; PROPERTY, BOUNDARY OR = q' ARCH Architect MISC Miscellaneous Open Space 87,467 sq.ft. �� COLOR ' M.O. Masonry Opening MATCH LINE - �� o POURED CONCRETE Adjacent R.O.W. Data = 75',020 sq.ft. (approximately) BD Board " MTL Material Hard Surfaces - 14 832 sq.ft. BLDG Building + ' THOMAS A. BRINER BLK Block N North CONCRETE MASONRY UNtT Open Space 60,188 sq.ft. license No. C-1052 ` BM Beam NIC Not in Contract BOT Bottom NTS Not To Scale ------ + 63 t Parking: Required Actual- �, {� CAN ABOVE OR HIDDEN LINE Customer 60 3 '� I(,C , ® BATT INSULATION F BRG Bearing Employee 30+2 32 O.C. On Center Carrier 11 11 sFD pCtG ' CAB Cabinet ° O.D. Outside Diameter CEN Cement O.H. Overhead `A, (FINISH) Building: Occupancy: 62, B1 � C.J. Control Joint OPG 'Opening OOD Type of Construction: II N CL Centerline OPP Opposite �— BREAK LINE CLG Ceiling DIMENSION LUMBER Area Tabulation: CMU Concrete Masonry Unit PARA Parapet Room No Name Net Required Net Actual COL Column PART Partition 003,002,019 Public lobby 5,544 4,252 CONC Concrete - PL Plate PLYWOOD CONST Construction PLAS Plaster 015,017 Retail Workroom 4,214 4,015 CONT Continuous PLYWD Plywood G COLUMN REFERENCE GRID 005 Postmaster 200 214 CORR Corridor PREP Preparation RIGID NSULATION CPT Carpet PROD Projection ' 007 Stamps/Safe 200 210 CS Counter Sink PT Point 006,122 Postal Supplies 100 179 C'SK Countersunk ACOUSTIC TILE CT Ceramic Tile Q.T. Quarry Tile 008,123 Records 100 174 COST Custodian DOOR NO. DESIGNATION , GYPSUM WA L BOARD 010,011 Toilets -0- 81 ' R Radius • � "'• � � Closets 50 97 DBL Double R.A. Return Air �y` ' 009,118 Jan. - ° 106 Carrier Parking 2,750 3, DF Drinking Fountain RAD Radiation - DIA Diameter R.D. Roof Drain GYPSUM SHEATHING DIM Dimension RE Refer 102 Enclosed Dock 1 ,275 1,617 DN Down REQD Required J WINDOW / GLAZED OPENING 124 SPO 120 131 O DR Door REV Revision ® STEEL IN SECTION 116,117 Mens Locker Room 250 392 0 DTL Detail RM Room r DESIGNATION 112,113 Womens Locker Room 256 328 DWG Drawing RO Rough Opening { ® ALUMINUM IN SECTION 120 Lunchroom 330 315 a E East S South I F-•DETAIL NO. 119 Postal Eq. & Shop 500 465 Z ; EA Each S.C. Solid Core .9 E— SHEET WHERE PLAN DETAIL 121 Custodial Supplies 125 102 • i EL Elevation SCH Schedule a CERAMIC TILE DRAWN -' ` ELEC Electrical � SECT Section � 104,204 Mechanical Equipment 995 1 ,087; 'p a ELEV Elevator SHT Sheet j 101 Workroom 4,972 5,977 Z o c i EQ Equal SHTG Sheathing i ® METAL STUD 2 SECTION OR WALL SECTION 105 Building & Grounds 300 273 0 �` EQUIP Equipment SIM Similiar DETAIL N0. co ' i Building Net 22,241 23,486 W Cr EWC Electric Water Cooler SPECS Specifications 16 SHEET WHERE OR DETAIL � w EXIST Existing SQ Square. r DRAWN Building Gross 24,500 25,856 w Z EXP Exposed STL Steel Lower Level = 10,508 w o W EXP.JT.Expansion Joint STOR Stoarge = 15,348 U pper Level & Mezzanine EXT Exterior STRUCT Structural . J ' SUSP Suspended 7 ELEVATION NO a a a FD Floor Drain SYM Symmetrical 12 — SHEET WHERE ROOM ELEVATION F.E.C. Fire Extinguisher Cabinet DRAWN _ Note: This project data is tabulated for United States Postal Service use only. _ m Z O Y � F.F. Factory Finish T Treads Code Conformance: w Y F H Flat Head TELE Telephone - 1985 Uniform Building Code m o= ,� `� x ' FD Floor Drain TEMP Tempered �,� - USPS Standards for Facility Accessibility by the Physically Handicapped W W°� ` FIN Finished THK Thick s - OSHA Standards = 0 Z Z x_ FL.EL. Floor Elevation T.O.S. Top of Steel U - o 0 o R FLR Floor T.O.W. Top of Wall • ac Y x FTG W • 1 , Footing TYP Typical • W Z Z J J „ FURR Furred VICINITY MAP DRAWING INDEX W m " 4 , V.C.T. Vinyl Composition Tile o Y W GA Gage VERT Vertical - Y GC General Contractor VNR Veneer NO SCALE CIVIL t A-30 Door Schedule z Iron _ G I. Glass ed C-1 Site Grading A-31 Door Details & Elevations • w x Q a Q ' ` GL Glass W With -��•.- �, ! - .-, -7-F�-- -�---,-•:•-� � `- �\"t:�,•� ,� t - ---_y__ -- - - -bv ;/ � � _ GRND Ground WD Wood 1• ,�i� �' I� � �� ,`---��. � � �,� l � �/ � i�� -•--�f��.-- I#�s;/'/'f �f� C-2 Site Grading & Notes A-32 Door Details & Signage 1 Q x � Z GWB Gypsum Wall Board WP Waterproofing is i � , `� ---` � _�..�` ,; t `;� ��( � j ! • 0 .. t A-33 Finish Schedule � ►- ` � 1 } � C 3 Horizontal Control & Utility Sheet o z Q J U GYP Gypsum WWF Welded Wire Fabric � ' r �� �. �. ` '� L,� � �; ��, \��L� .:�--r^ -- J ` t •,i C-4 Storm & Sanitary Sewer Profiles i � > � w w 1 - ,.ti• L ���! ;%. = ! l I STRUCTURAL - f- HC Hollow Core C Channels C-5 Details s Q a v� w HDW Hardware Z_ An 1 e -�---•--t- ( •• � 1-'. , t�; - , t ;l�f r r ({ S-1 Notes & 'Details - 9 � ,i � . � �-- � -.,_._. � � -. - r--�--- , , � "� �� - C-6 Fronta a Road P1 an HGT Height � ,: •�', �'�� �sq,�-�-f ---' � �'�--_.-, , �� '� , 4 � t( r f � ti'� , S-2 Foundation Plan & Details H.M. Hol low Metal SITE I i S-3 Upper Level Framing Plan F ' HVAC Heating, Ventilating & �' ; �' -� -,�``--'I ��{' ` ; _ _' 1, �_ 1r" \, �- Z Air g g \ .� �` I ` ���- L-1 Landscape Plan { S-4 Roof Framing Plan Conditioning . -� j _,.. , ` �, Q "'�" �� r- � = �`.� L-2 Existing Survey & Topography � S-5 Foundation Details I.D. Inside Diameter t `;`lit �� t. � `` w '' '_ r \ ---�' ;-'� ���.� y ►`� `-- = L-3 Site Details & Signage S-6 Precast Details INSUL Insulation `6 ~� i '��0 - ARCHITECTURAL } S-7 Precast Details Q -`W INT Interior , Z • S-8 Precast Details ` - - 1 +!� ` - �� ` f J'`fir;f�� t_ all 1 EXIT �, A-1 Lower Level Plan - 0 - ��� -- %- _- - S 9 Rockfall 1litigation Plan & Retaining (L U 1 ,�• l -_r=- __ 1 -y� K • . S_ A-2 Lower Level LOG Plan i j WaJl Schedule A-3 Lower Level Reflected Ceiling Plan -- ' i ^' '`, 1 �,' • •; , i A MECHANICAL A-4 Upper Level Plan 1 - l Ill a - _ -=~' -' ..' • ti' . �" . . 1� • L A-5 U 14-1 Site Plan Upper Level & Clerestory Reflected _ 1 1 ))� �'� Xe�', ,gyp ' -j,,.- -•�~ ' ' '• Ceiling Plan `1-2 Lower Level HVAC Plan = -___ -__�. i ` �� A-6 Clerestory, Mechanical & Upper Lever r1-3 Upper Level HVAC Plan / r LOG Plan , �, ,,�• '��_ .�-` -� -.�� -" _ esao - i M-4 Lower Level Plumbing Plan _ _ _ ''- A-7 Roof Plan l 11-5 Upper Level Plumbing Plan ,ice . - _ _ -' _'" �-. .. Service Counter - q" Scale Plan _ A=8 a Count �- M-6 Control Schematics - ' A-9 Mens & Womens Locker Room ' ��� � ��_ � 'ter - � �'�• _ - a . ));' t1 ` ~ 2 ref - ` f 7 - + +���_"_-='• Scale Plan M-7 Details & Schedule ` ' i I �, �'`��,- 4' / �� T $ �� M-8 Mechanical Room Plan, Schedules A-10 Stair : Sections , " Scale Plan & + i , _ • • 4 / �j',�� ��~ ;` - �a� A-11 - & Schematics - -- - -- �1 ' _ � -_� Exterior Elevations R�F +`� _ z;a� .� A-12 Building Section ELECTRICAL • fit „I•� / Valk 1 .,'•• mss' \ty {x ' J`�` �-'�' A-13 Building Sections E-1 Site Plan 7 r� ; r •t� / ' ` � �- - , -s',,���a .�`_,,.- r A-14 Wall Sections E-2 Lower Level Power Plan • A-15 Wall Sections „ } E-3 Lower Level Lighting Plan • • • • • A-16 Wall Sections E-4 Upper Level Power Plan A-17 Stair Sections E-5 Upper Level Lighting Plan date: JULY 11 1988 1 y -+ T-�-=� �" ` - Raw-� __ ( _:�"'���a=� A-18 Wall Sections P E-6 Mechanical/Clerestory & Upper Level project no. 6_ 87 EXIT J , �'�r 1,-. -_,� f.] fir -----_. �r�"�- ,�� a 1 i LOG Electrical Plan i j 173 A-19 Hall Sections + ;SO, 1 -7 Schematics . __. A-20 Wall Sections E A-21 Exterior Stair Sections I ' E•-8 Panels & Lower Level LOG Electrical Isc , A-22 Details 1 - - A-23 Details � � architects - -- �TA_- Box Lobby Details A-25, Service Counter Details �� ; - meadow • A-26 L.O.G. Details • A-27- Window Elevations 1 A-28 Window & Storefront Details & Schedule , �• A-29 Window & Storefront Details ,� l Sheet _ ., _..ti -_ � - ,_..4-__ _ _'_-__ - - - _ .- _ _ .. ._ -- -- - _ - .. _ .._ .. -_ _ ..., .._ _ ..... _ .. '- _` - - . ,e .. .Y- .. _ _ .... _ .. .... �_... ..,. r .._. ... _ , _ _ � .. _ _ _�..._ _ - d r '� . _.._.xa-L- .-+-� ,. _ i• _ � ....- r_ iiri.!!<t��_�__ u...._....�_.._-. - - - revisions: no. date Item LEGEND • - - - _ - - - .,. .8160 - • '. _ - - - - - - - - - - - - - _ � • '13p CTV ETA - __ CTV E ' - CTV E rs r E CTV T F E S T ; A FINISHED CONTOURS F{. CTV ,.,,,,,,,,,,, E F __w_ ^ .,,, ».,,,»,,,...,. „,,,,,.,,,e w,,,,,,, &'w . I . . �'. „ „ i1 . w .•" R w.' 81W ` 9".1 316 - - �--'—soap— - EXISTING CONTOURS 3..F, •• - - - - „ • .• — — � - - 'av 81.50• - Y - _ •- , _. , wr _ _ - '_ _ _ _ _ . 1 •"'', 'Q160 , DRAINAGE FLOW - - OONTRACTOR„TO COORt)1 NATE •60NNECT I ON CONNECT TO - y _ Wf TH IJPFEFt.EAGLE VALLEY SAM I TATM4. �X J ST 1 NQ (' 18�sT NEW STORM SEWER 6d STITI & R1=PQNSIBt-E • G 8}a9 -E SHEET •C-3 ; •6140. -a NEW INLET at • _ _.:" ' ' b .. .. _ _• , - - - ,, _ .. • •8+30• - ,` - .. .• .813U •• 4 - NEW SANITARY SEWER + , .': _ _. " - , . ` ' - _: • - - - -- 10"ss EXISTING SANITARY SEWER AND MANHOLE SOLE t" 30' • -- ��E .Oleo -gyp NEW MANHOLE • ' r , • ,=,,o . ' ' " _ - •, • •• - - - - - - � . • r i` _ - ,•cj.`'�����'���':, —e W NEW WATER LINE , 5294 � �4i �• '�" � � - - - - -BWW- - - - - WATER LINE ��2 ro NEW FIRE HYDRANT =• BEND .:' i0 AL ELEV - 106 O - o m�3►p° ' t r 64 94 ® NEW WATER VALVE � ROCK TA-8E Pi��e 8.10 - REMOVED � - PROPERTY LINE f r B0 0 CRIB LL Ig WA UC Olt WALL _ EE 6TRl1C RAL) E SZ 00 ' 1 - - - - - T - - - - - UNDERGROUND TELEPHONE 0e 6 INLE I-5 810 O 94 5 '� 00 " `° - - TOW U FALL .H FF�. BEND z w ELEV = '78' R'W O NOTES; \°o L•LARDS • 94 5 SEE %09 , g•W CONTRACTOR TO U 1 . FOR GENERAL NOTES SEE SHEET C-2. m AR 'D SEE TIR F01B ° " 8090• e5 5 - • F H COORDINATE z 2. FOR WATER AND SANITARY SEWER SERVICE AND MANHOLE RIM 93 E�Sc caUC XoN _ CONNECrf ou '" • o ADJUSTMENTS SEE SHEETS C-3{ C-4 AND C-6. t sop o GoNS . WITH UPPER EAGLE � _ BEND VALLEY SANITATIONp 2 J ELEV = 8101 3. FOR HORIZONTAL COORDINATE LAYOUT SEE SHEET C-3. 3 DISTFf ICT Z O O v 4. FOR STORM SEWER SEE SHEETS C-2f C-3 AND C-4. m S. FOR DETAILS SEE SHEET C-5. CONC U Uj a APRON g4 5 > W 6. FOR CONSTRUCTION DETAILS ON FRONTAGE ROAD SEE SHEET C-6. 93 0 ��� 62.5 - z 5 fU7URE 1 a U W > 7. FOR RETAINING WALL INFORMATION SEE STRUCTURAL DRAWINGS. CF L, CRE�ATS AK 9i _ • z OF W�kLL� CR'EATG A = - _ _ • 92 3 PARKING W p W PY" RETAINING WALL ORWG N � - - f-- p 8. FOR BOLLARD INSTALLATION SEE ARCHITECT DRAWINGS. swmr E-to Di vE#-r; 0MS ,al Q " 1 , _ 9. FOR STAIR AND RAILING DETAIL SEE ARCHITECT DRAWINGS. o Fuow kROLiI}D sE E,ca� CAIN oh' ,,WALL �TYP ) 3 0 fa ROQE_p i / �, g J J Q m m 91 5 _ 0 FOR AIL R k Z_ lhE T� L' WALL' 1- r___�AIL_ O Y ._ f J U x ti, TH I SH T a LLj _ C6 C 0,.. na 91 r 92 5 }2 8,/0 K M a J (� t 9 82 D Q O > W J • s' gla X zozxW 0 �( 81 7 r ^ U W Z Z , ' X • - 91 60 � F- W 1 I BEND .St - 3 s U > Q J START WALL •� ELEd = 77 BEND BEND FLAGPOLE 82 0 NLE ' L-3 r • W z Z J J (SEE 'STRUCT DW 3 ELEV = 77 2 7 6 0 END/ - z � = p LLJ � � LL FOR WALL, Q / ST RT WALL rn U x SCHEDULE) ` FUTURE o, (SE STRUCTURA ��+9p• 0' Q Z J Cr + 3 PARKING 4 u DRWG FOR ^ " " S'PART WA4L / /, / ! 81 6 ' 'SCH k 1 _ (� p m Q Q J �- CWl CURB �� (� ' - Y Cr - U SEE S RUCT/ DWG /,O ° FOR WALL 8FX15'/ IN ET I I SCHEDULE / �IAL/L / / .'� IPRI}i' NLET I-2 ,' - 7 PANS © - 81IA -, rn . U V Q Cif 12° - r• ^ 69 67, C9 - U) ON � a U W 18• 14'X28 f Ojs = Q U ~ W J a X s 5 R1 PRAP W • CONC d so- 12° ` • M • • -•8100 rn PAN 10' CURB CUT n: . . ` J SEE DWG. C5 MH N t-- 0� FOR GUARD RAf gO63 - J DETAIL clo CIO - ' f. I CONNECTION TO BE MADE BY o° - _ - - - " ' z UPPER EAGLE VALLEY - o m° I •64 .. O SANITATION DISTRICT o - I NV b6a J5. IT IS THE CONTRACTORS .- ' RESPONSIBILITY TO EXPOSE a aP " . "' • ' AREA OF CONNECTION, AND ,' •`� O6 ` 4•CMP (i1 6Z--- ,.... y._ _ "•" ' " BACKF I LL ACCORDING TO DISTRICT - -� 9JICS ATH • SPECIFICATIONS CONTRACTOR 1S p8 D — lo' � , REPONSIBLE FOR ALL FEES ! ' 1NV 80$8 0 81XIO° A _ T ROAD Q= � _ ._► • EXISTING DIR I I2' ,.°.. �' INV = '8 INV = 80}9 b�C,' CONTRACTOR IS RESP,QIJS 18LE TO 1E t.' - / ——~ —';' l0 - :: — -- _ _ — ' .MH•RIM Et SUCH THAT FINAL'IGRADE / _ _ - ��— — CAN BE MET'W I Tkl ONLY 2 'CnURSES / —OF BRICK FINAL, -R FM EL SHALL QE - 6° ABOVE FINAL GRADE 8 �i S.S.. _���� _.- -- O.00 ACCESS DR ° D /\D —— 5+32 7 FRONTAGE R , 5+00 . - — - � . - E ROAD •' — — FRONT AG _- -- EXIST • rte——' __ ' "— r — _ _ • " - •'"- —,_ --—— ——"^..rte _ _ ' _ --- , •• . . . . . . . . . • _,_._� date: JULY I, 1988 00 ------__ -_- ----- . — — brine' r Scott architects 0 t ,.. — 143 e. meadow dr v col ail, orado • • 1 • KKBNA assumes no respons l b M tag for ut l l l tM l ocat L ons. The ut l l l t l es shown - revisions: no. date item V � Z ° _ - + ��' O W to Ms 105 4 -00 v N M W 105 V) W + a PROPOSED FINISHED !r'cc I o W v a GRADE ^a I I l + W ~ EXISTING W I o Z = GROUND I I I I 100 N 3 / 100 I I _ _ _ — _ I L , I 30 15 0 30 60 SCALE 1 " = 30' 95 95 s 90 CRIB 90 �I2o . " WALLS I W " . I W � > .\� 85 85 I© // EMPLOYEE B-090 F { s // PARKING 0 W _ /// � tip,• O -XI R + ,* : ,' •s BO 80 �b r W 808 / / 0 •� , _J 809a — - - - - U 8070009 Q 72 z- --------c G ——�- U ..• . - r0 = 70 10+00 ; 2 p --� Z O Q 00 :tJ U) > W STORM SEWER PROFILE � Z 'Wz W p • ..,o-.� -- • U J J J —'��� cr Q J r�rr Q M Z O Y _j U Y W M a > WW = U Z Y W r • U - a O Z • tr Y Y I.- W • U > Q J • j J ,J W Z Z F_ W (DaQ •• = p Y LL W , Wx � � GENERAL NOTES Z J J y p m Q Q J W Y U Q Q Y O Z U 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 10, SANITARY SEWER SERVICE TAP IS TO BE MADE BY UPPER EAGLE VALLEY • a 23. COORDINATES FOR BUILDING ARE TO OUTSIDE FACE OF BUILDING. o J � _ " RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SANITATION DISTRICT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 0 > x w CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND REQUEST AND COORDINATE THIS WORK WITH THE DISTRICT. SEE NOTE, SHEET 24. THESE PLANS ARE IN GENERAL CONFORP1ANC a " �' Uj Uj `j PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT C1. E TO TOWN OF VAIL SUBDIVISION BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL REGULATIONS, UPPER EAGLE VALLEY SANITATION DISTRICT STANDARD DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM 11. ALL EXISTING TOPOGRAPHIC, BOUNDARY, AND UTILITY DATA SHOWN ON THESE SPECIFICATIONS, AND CDOH STANDARD SPECIFICATIONS. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PLANS ARE BASED ON INFORMATION PROVIDED BY INTER-MOUNTAIN (-- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING ENGINEERING LTD AND EAGLE VALLEY ENGINEERING AND SURVEYING, VAIL, 25. THESE PLANS SHEETS NUMBERED C1 - C6 CONSTITUTE A CIVIL CONSTRUCTION Z FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. COLORADO. SET. IF ANY SHEET IS MISSING, THE SET IS NOT COMPLETE AND SHOULD BE FQ•- DISCARDED. 2. ALL EXISTING UTILITY LINE LOCATIONS MUST BE VERIFIED BY THE 12 J THE GRADING SHALL BE DONE IN CONFORMANCE WITH APPLICABLE LOCAL REFER TO SHEET HEET C-6 FOR FRONTAGE ROAD CON CONTRACTOR AND THE ENGINEER NOTIFIED PRIOR TO CONSTRUCTION. IT IS ORDINANCES AND IN ACCORDANCE WITH THE SOILS REPORT (I.E., STRUCTION INFORMATION. (n THE PLANS' INTENT TO SHOW ALL EXISTING UTILITIES, HOWEVER, I°T SHALL EXCAVATION, FILL PLACEMENT, SLOPE STABILITY, SETTLEMENT, COMPACTION, z _ BE THE CONTRACTOR'S RESPONSIBILITY TO SATISFY HIMSELF THAT ALL ETC. ). 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC O EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, HAVE BEEN TRAFFIC CONTROL SIGNING, BOTH PERMANENT AND TEMPORARY. PROPERLY LOCATED. 13, REFER TO SITE GRADING PLAN FOR FINAL GRADES AND SPOT ELEVATIONS. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, AT HIS EXPENS:, 3. ALL MATERIALS AND CONSTRUCTION IN THE I-70 ROW MUST MEET CDOH ANY PROPERTY PINS OR SURVEY MONUMENTS REMOVED OR DESTROYED DURIN; + ` STANDARDS AND SPECIFICATIONS, LATEST REVISION THEREOF, EXCEPT AS 14, REFER TO THE HORIZONTAL CONTROL SHEET FOR COORDINATES OF THE CONSTRUCTION. NOTED. THIS INCLUDES, BUT IS NOT LIMITED TO, ASPHALT PLACEMENT AND BUILDING, PARKING LOTS, DRIVEWAYS, AND TO DETERMINE CURB TYPES COMPACTION OF BASE COURSE. REQUIRED. 29 CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND UTILITY CONNECTION CHARGES - 4. THE WORK AROUND THE UTILITY CONNECTIONS, INCLUDING CORRECTIONAL OR 15. TBM: THE BENCHMARK IS THE RIM OF MANHOLE A128.8.6 SHOWN ON GRADING REMEDIAL WORK, SHALL COMPLY WITH THE DESIGN CRITERIA AND UPPER EAGLE SHEET. BEFORE CONSTRUCTION COMMENCES, IT IS THE CONTRACTOR'S VALLEY SANITATION DISTRICT STANDARD SPECIFICATIONS AND SHALL BE RESPONSIBILITY TO HAVE A COLORADO REGISTERED SURVEYOR OFFSET INSPECTED AND APPROVED BY A DISTRICT REPRESENTATIVE. IT IS THE BENCHMARK TO BE RESET AFTER CONSTRUCTION. ELEV = 8051.45 CONTRACTOR'S RESPONSIBILITY TO REQUEST INSPECTIONS AND OBTAIN DISTRICT APPROVAL PRIOR TO THE COVERING OR CONCEALMENT OF ANY WORK. 16. FOR OVERLOT GRADING PURPOSES, GRADE SITE BELOW FINISH CONTOURS SHOWN ' 5. THE CONTRACTOR SHALL CONFIRM LOCATION AND INVERT ELEVATIONS OF ALL HEREON AS FOLLOWS: EXISTING LINES PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO A. HEAVY DUTY ASPHALT 12" THE ENGINEER. B. LANDSCAPED AREAS 6" ' C. CONCRETE 611 6. ALL WATER LINES SHALL HAVE A MINIMUM 7.0 FEET OF COVER FROM FINISH D. BELOW BUILDING SLABS 9" GRADE, EXCEPT WHERE NOTED. E. SIDEWALKS 411 • 7. PROVIDE CONCRETE REACTION BLOCKS AT ALL BENDS, TEES, PLUGS, AND 17. TRANSITION TO EXISTING GRADES SMOOTHLY. HYDRANTS. -_ 8. WATER PIPE SHALL BE BEDDED IN ACCORDANCE WITH JOB SPECIFICATIONS AND 18. EXTEND PAD EXCAVATION TO 5' OUTSIDE OF BUILDING FOR OVERLOTTING. date: JULY I, 1988 DETAILS. 19. ALL STORM SEWER PIPE TO BE CSP, 16 GAUGE. protect no. 6- 87 - 9. WATER VALVES WILL ONLY BE OPERATED BY UPPER EAGLE VALLEY SANITATION 20. THE STORM SEWER INLETS SHALL BE CDOH TYPE "13" INLETS, EXCEPT AS DISTRICT. NOTED. 21. ALL CURB AND GUTTER COORDINATES CORRESPOND TO FLOWLINE. 22. MAKE ALL TRANSITIONS BETWEEN DIFFERENT CURB AND GUTTER TYPES SMOOTH Y AND CONTINUOUS. ' - • • OW • VoPiit.. colorado 8165: 71• • J KKBNA assumes no responsibility for utility locations The utilities shown on this drawing have been plotted from the best available Information It Sheet Is, however , the contractors responsibility to field verify the location of ? all utilities prior to the commencement of any construction revisions: L , 6e w B.RW i ^{ w ' no. date Item e-W 31°G 316 3.•6 3 4 • B•w 3.6 _ r " COORDINATE LIST 3.6 _ _ - - PT NO NORTH EAST _ - - I 1 10692 3171 12154 3415 64 10868 7194 12370 6924 — — CONTRACTOR TO COORDINATE CONNECTION EXISTING 18" CMP — — WITH UPPER EAGLE VALLEY SANITATION TAT I ON REMOVE ENOUGH PIPE TO I 2 11002 9667 12021 2735 (NOT SHOWN) 65 1 0885 9625 1 2365 8959 DISTRICT AND SHALL BE REPON I TAT I INSTALL BEND AND 3 11249 0464 12407 8928 (NOT SHOWN) 66 10888 3745 12374 5667 FOR ALL RELATED FEES MAINTAIN A MIN OF 0 4 1 1276 1665 12453 9980 (NOT SHOWN) 67 10888 4807 12383 5661 1 '-0' COVER AT BEND m 5 11065 5283 12613 6414 68 10890 9734 12392 5272 - ti 6 10949 8880 12461 0622 69 11024 4975 12523 5360 7 10873 5282 12393 4368 70 11045 07BI 12517 8112 -r 8 10549 9089 12178 8171 71 11045 8821 12520 7014 9 10654 6698 12288 3325 72 11047 9831 12518 5600 I 10 10799 1839 12492 4093 73 11069 9174 12540 11 10821 4345 12451 5620 74 1 1061 1630 12549 0036 C S,F�S�RUC(UR I 12 10854 9049 12427.3044 75 11060,5835 12561 490 13 10736 2441 12263 5769 76 11044 8614 12558 7364 14 10794 1382 12221 6183 77 11050 7797 12539 6321 15 10782 4044 12151 0877 78 11031 4159 12544 6364 y 16 10921 8142 12127 8948 79 11002 3702 12552 1428 1 17 10943 7095 12190 6968 80 11021 0574 12528 6739 " 18 10882 2132 12283 0017 81 10939 2392 12463 5261 `N�EZ 1'6 19 10835 7368 12198 6879 82 10926 7811 12479 1720 ,g6 t0 20 10755 6771 12249 4929 83 10914 7716 12463 1792 WALL , 21 10774 6619 12275 6880 84 10892 3325 12480 0294 I 136 m 22 10757 2169 12244 6198 85 10888 7296 12475 2316 23 10832 2338 12200 6189 86 10883 0695 12473 2408 �8'ST 24 10879 2887 12285 9823 87 10874 3379 12413 2204 0wK;� CA5 25 10876 5796 12288 7434 88 10813 9400 12329 8837 .,0, IJ ►',cgs f�� 26 10912 8454 12324 3260 89 10919 2020 12253 5954 1ec A " CRIB WALL �5E � Ups ? I-ML87 t-5 27 10909 0 107 12339 2017 90 10795 4872 12293 5283 16 WALL ` (SEE STRUCTUI4L) t gRA E _ $Q$}.50 Am {t�}V {f� = @p74.7b 28 10923 5359 12342 9460 91 10671 7723 12333 4611 17 t NV OUT aO'74 50 8' 29 10929 2555 12356 8 128 92 10785 1253 12269 8 128 �"' ,, s•S= `, 30 10930 7532 12351 0027 93 10912 0348 12465 2343 . d '� t( +• 31 10943 3417 12354 2478 94 10863 5784 12398 3745 43, eRw 32 1 1099 1 199 12507 0914 95 10879 9385 12381 7002 , ,�° ' WALL \ a 39 � -^�90JO JOB r ° I e•w CONTRACTOR TO 33 1 1093 355 1 12529 4543 96 10883 5075 12385 2020 35 COORDINATE 34 11090 0259 12499 5074 97 10870 8163 12398 1369 -• "`�` ° 0 0 Sao°°°�0 124 CONNECTION 35 1 1 1 13 0385 12518 9578 98 10917 1564 12462 0767 ° o ° °0 0 0 0 0O 45 WITH UPPER EAGLE ° 0 0 ° 0 36 11117 8387 12513 2785 99 10888 4774 12374 3817 ° 0 0 °° ° 0°° VALLEY SANITATION ° °°° ° ° 37 11094 9378 12493 9225 100 11002 4114 12402 3981 o° 0p0 00 •? DISTRICT 0 ° o ° 38 11124 9158 12494 5755 101 10723 5835 12404 0895 O ° p00o0 3 39 1 111 6091 12508 1377 102 10683 4162 12276 2980 U ° 0 ° o 0 0 0°° °° ° ° o° ° 0 0 ° 0 0 °o o.°° ° o ° °' 40 1 1006 6808 12405 1860 103 10686 6 102 1 2286 4597 p o 0 o CON ° 0 0 0 0 ° 44 0 °° ° °° ° +46 4 1 1 1048 70 18 12362 358 1 104 1076 1 7926 12278 3798 0 0 ° 0°°° AiPR` %o n° °a °o°o ° +89 100 ° o o 0 0 0° ° o Z ° ° 0z ° °o o 0° ° 42 1 1 143 584 1 12455 4529 105 10879 7709 12280 6425 °o 0 °00 o ° 0 43 1 11 12 0683 12487 5739 106 10833 8238 12336 1131 U 0 0 0 0 °� o o ° ° 0 ° o 0 0°° °0° 7 ° ° ° ° ° ° ° o 0 0 0° Z ° ° o° o ° ° ° ° ° ° o °° —RETAINING WALL pRwG N 0,0 ° °° 44 I 1 146 4367 12516 6223 107 1 0825 4807 1 2339 4886 ° 0 0 ° ° o ° ° ° 0 0 0° o o �gCH pCAZ�O r ° °° o ° ° ° o ° °,°, ° sEE Xpct �' �N 0 o 00 0 ° 45 1 1 120 7850 12546 9719 108 108 1 1 2313 12306 3018 • ° ° of Ra °'°° 72 o ° ° ° ° ° o ° ° ° ° Fo° ao p o 0 0°°° o 0 ° GpOkt GtiRB 7r� +7 I +74 I 46 1 1063 5042 12498 5579 109 10747 5742 12371 0086 ° o 0 0 ° o 0 0 0 ° ° ° o 0 0 0 °oI o°° o o ° ° o °°0 0 ° o°°°°o 0 o tN!<ET 7YPt •fit 4` LONG, ?AD +77 47 1 10 16 7863 12557 2302 I I0 108 12 6 129 1 246 I 34 13 Z O O 0 0 0 °°° °° ° o ° ° 0 f }N EF 1-4 FOR WtA IL br#'tiP 7 48 1 0928 2836 1 2486 7598 III 109 17 7704 1 2436 1569 �— U Of ° o ° ° °o o° o o. 0 0 �� $b QE7 WALL W CO o ° ° ° ,. o ° � �1=$ p�'{AtL '' 49 109 15 8255 12502 4057 112 10999 9629 12499 4636 � 0 0 0 ° ° o o °o o ° o °L6 ° o o >7 ]NaE 1N s BII$9.C10 7Ht St17 ° °° , o 0 0 0 a ° o° •o ° ° ° ° 0 ° °,° o o �°Lg°a 69 50 10903 8 159 12486 4 129 1 13 1 1083 1260 12438 7383 W w Of ° o ° ° ° c o 0 0 °n o o ° o o° , ° o i}µV Otl� _ �08I�,OQ $ 1 I 0 ° 4° °° 8 51 10869 9001 12511 8814 114 10945 3577 12195 4450 = F Z > ' ° z7 ° o°° ° GRl4FE 5 806$ '0(1 12 ° _ 5 52 10893 9 192 1 2543 8670 115 10935 3657 12201 8044 co w Z 5 t V = 8062,4 - 53 10861 0520 12566 6650 116 10912 4471 12216 7620 • W O o Z5 N { Q y 54 10986 1928 12747 0772 117 10859 6890 12270 5330 F_ }I7 1,2 :s .- tNY {1U�T > BD62'.1Q WALL 55 MATCH EXISTING 118 10857 3024 12278 7827 �— • U J J I zD �� ° 47 56 10766 3652 12236 4026 1 19 10858 0985 12280 2269 J a a Q Vo 57 10779 8630 12228 8235 120 10869 3710 12300 6767 m M I 6 +79 58 10793 4197 12221 3506 121 10872 0107 12303 2666 Z O Y 2 s C6pFf CUR to +oe° 81 59 10834 6932 12296 2258 122 10910 2595 12340.7949 o` 7 NIF 'fyi�>t 14 J U Y. 14 ° 60 10832 0659 12297 6740 123 II100 2859 12527 2415 m d3 ISO o f NLicT f ! o o°° °0 0 ° 8 I I 25 61 10832 0065 12300 6734 124 1 1 134 8 199 12561 1250 co 58 GRATF, - B.06t'}.i0. ° J 6(+ la( ,� 1�tV QUT = 9os6 42 sd° 96 4• CONC 26 62 108 14 1 122 1 2300 3 189 125 1 0935 5866 1 246 I 2 147 J Q O > Y w PAN 99 63 10834 2752 12336 8972 126 10920 9836 12460 0307 O L w z z +57 WALL • .p6 - - - - °° ° o � 48 127 1 0802 1 827 12310 2212 � • • a O L�2 0 0° 3 a yo° ° ° 93 129 10819 5195 12478 3722 ~ • U > Q J J r 56 94 o o < 92 10 IS GA 107 • W Z Z J J +4s 130 10863 9417 12537 5282 �-, W m Q Q LL LL "t 132 10827 7743 12492 4093 O •• v O Y Cr I 86$5 I 134 MATCH 1732 EXISTING 124(NOT6SHOWN) J o CO Q J J W Y D: U - - 12 � EXISTING 135 11114 3325 12429 6536 Q a 4 1 HA- 128 8.8 136 1 1 106 8474 12396 85 19 Q Y Z v �- ' RIM = 8068 0*- I NV = s2 00 137 10699 6273 12315 8909 F- tr 138 10690 9251 12324 0794 O • O0 J D U W SANITARY SEWER MH ;0 (n >_ w 13 RIM = 8078 20 y T +52 �, Q U N M W INV IN = 8069 75 5 q' INV OUT 8069 45 \ - • •' INV 8061 5 ...���. �*--^'"' O ° +133 130 r".�---^^''_'"'..-' • + T T,....�.--r � �,,,�,,,,ia� LEGEND SEE C- 1 FOR :0 EXISTING INV - 8059 0 �^r•" ...- "inO"'" ~}" z CONNECTION NOTE HA- 128 8 7 1 10 129 _,,. T„-.r t8< (KB F'a �""`"'",::r�"" R I M = 8056 7 l 32 .,• ..- "*+r Q ' ' '""=* '"" ASPHALT PAVING( 3' ) INV = 8058 0 INV IN = 8050 0 -+��� J EXISTING EXIST 18" CMP 109 INV OUT = 8049 7 J, r,.•-�-�"� w- -i:.:.? '^ „ c ' J'"' "°N`" ^+~ MHA- 128 8 6 INV - 8048 36 �_- 1!!V 657,8 - '., RIM 8051 45 ----'� M•- _ ASPHALT PAV I NG(4" ) � ' Cn / 103 137 INV 8049 8 r,-. TH lD w„,,.wu.►a"'r`w""`f ,i e ui r INV IN 8043 7 _ -{- z INV OUT 8042 6 / -- T - - k0' -- - ,�;;w�:.�» -' - FRONTAGE ROAD ASPHALT PAVING EXISTING / � 18'ST�� .+.r:R.w`*' . "t..•,.�..,- _ - ... MHA- 128 8 5 / � .'�.y ••—r•+-�-"'r+'�'"'` M V RIM = 8048 5 / — �. -^ 13$ sG 10 ..+, .. ,,,,...w ,"t,, ^ _ ° ° 0 ° ° ° a° INV IN 42 0 // -r l _, .�PV�4 n..w..wt••"^""".a.+ r ^ ° n ° 0 0% ° ° o ° ° o o ° • CONCRETE INV OUT = 41 8 /C�,.. .`�}r • rs _ i ' ' ' �.r•^ r- ,{ ALL 2- I$ x�k5a B>rNp& .r -. ' ' - _ . , J .. ^ ,S' z' " .,. „ AND TIE I NT[1 V t S�T t•NB 18"CMP ... _; 1 t - .,, TELEPF�tSt� � ATG rxa M>RAn p - (T Y P ) TYPICAL - c W„- � AID, G3 'flu p * ERONIAGg ° • NEW STORM SEWER �•- ,.,�• ,.,. . ,,J{• { ,. ,_., IOAfi� _ NEW INLET '•'rY3•"'t .af.,,,,,:n. ,•t, .-A•_t. ,,. w:,•a— {' •}a -. - • ��0�•�v� � "..,.. .,r• r rs � NEW SANITARY SEWER --4"ss - ” — — • 10"ss—{��-'• EXISTING SANITARY SEWER AND MANHOLE I ---�-- NEW MANHOLE I B"W NEW WATER LINE - - - - -8"W- - - - - EXISTING WATER LINE • • NEW FIRE HYDRANT date: JULY I, 1988 NOTES• 0 NEW WATER VALVE project no. 6-87 I SEE SHEETS C- I AND C- 2 FOR GRADING t 2 SEE SHEET C- 5 FOR DETAILS — ——— LIMITS OF ASPHALT BIKE PATH C° o A 3 SEE SHEET C- 2 FOR GENERAL NOTES b.rher scott (0 �► t 4 SEE SHEET C-6 FOR FRONTAGE ROAD CONSTRUCTION INFORMATION NEW HIGHWAY STRIPING 5 SEE STRUCTURAL SHEETS FOR RETAINING WALL INFORMATION architects S . SEE SHEET C-6 FOR MANHOLE ADJUSTMENTS IN FRONTAGE ROAD ONSITE STRIPING 7 STORM SEWER INLETS SHALL BE CDOH TYPE " 13" EXCEPT AS ' NOTED ( I- I AND 1-4) . TYPE A CURB 8� GUTTER 4 ' • • dr. r 8 STORM SEWER PIPE SHALL BE C . M PIPE, 16 GA. • • . • • 81657 1 '-0" 3 '- 0" I '-0" 8" — -- TYPE B CURB 81 GUTTER • ' • MAIL DROP PAD DETAIL A 30 15 SCALE 1 " = 30° 60 �— _ _ PROPERTY LINE Sheet (TYPICAL ALL SIDES) KKBNA assumes no responsIbi I Ity for uti I ity locations The uti I ltles shown - — — — — — - on th i s draw i ng have been p I of ted f rom the bes ava i I ab I e i nformat i on I t - T - — UNDERGROUND TELEPHONE Is, however , the contractors responsibility tofleld verify the location of C - 3 all utilities prior to the commencement of any construction r � H � CQ revisions: o N 0 Z Q H � W - � w no. date item o> > O r 0 Z 5090 Q w <W 0. 8085 „ p + 0 Boas d C - 0 8085 p Z w 1- `_' 1� Z Q Y Q �. W �' o Q O O tll -Z t 3 V V �T' 0 F F.E.= 8Z.5 Q O OZ .4 � H 11 F r M r � 0 m � o + to dQ - 2 ° Z 00 F 0 + 11 BOSS u N N - PROP05ED J1 N Q uI 8080 Q p 8080 0 v W 0 uJ 8080 � v �- 9 Q FINISHEfl W w w 1- _J F�. v O 7 N Q Q PRO Ft'7=.�E.D Q J O + h GR�.DE Z d V c� v tll Q O W o (O�yC FINISHED W W Q N 0 APPRoY,. BOTTOM GRADE )W1 W M W F m Q 80'75 + V OF FOOTE� p075 8075 (3080 t Z SOSO EL.-Co8•'7 - - 0 � PlzoPoSE� I - UJI � � � rW z Q Q V= C->H E.O -3 di,LF f8 GRADE cMP @4.128% W J Q 0� a- z APPROX . BoT. 8075 0 0 0 O F FooTE2 9 �� f" Z )- < � E L 50-75 e070 Solo Soso �' o u Q s ;-: cIsTING w o 0.� � � Q I / rGR.oUND f ) S S PVC$070 x 0 I I " 80-70 16 80(0 S W v O j SOoS _J �c15-r . �� . v d�a 10�. 10 r p03Q OC , / It 93 L F. 18�� @ °l.O�o°% z // ? 80105 • ++ Q1 Z • 0 �►•� - 80(05 ®©®rte f p®40 SoloD CMP Bocoo — o So(r� 0 Ia-t Z 49 L.F. 4 Pvc u / Q �ZW (P 12.14°/o �' � i i W� 9 6 RO NI DG �' �I- ------ 0 Z 0 •• 0 - 80s 80!00 Z / > to W 8o(Do Boss > > `-' 0 ? W I- N 11 Mi O SCALE HIMM. I =Zco ,� / ,� , 111 33 L.F. L+ PVC acs,L1= >-1 o 21z. 1 = Zt, 0 N a vERT. 1"- S' 8055 a BO Z a % p • — r NOTE MAN HOLE 5ENICH MARY- NEEDS TO F E Z 00 STORM SEWER PROFILE � - DFF•SET PRIOiZ TO tZAI�✓I NCB O F EX.I5TIN6 /� � 00 > `7 SG �lV MANHOLE AT CON_rRAC-roRS EXPENSE . ii o _ ? Soso W CK N Z W F. >. • W Z W W p W -� s-roRn� SEWER PROFILE Fo�E SSE S?Q0E�� flRAyVINGS W ��-- . _ _ �J Q� �V J J FOOTER E L. VATI NS A IN D 7- Q _J1 DETAILS . SO4S 1�I - - p-OJ' OL Q a ' 7 m, IS11 STORM SEWER PIPE SHAL.L BE SANITARY SEWER PROFILE____ o � o o a � � z - O R x� C.M. plpE I&GAUGE �- �(► 0 U ' cr I i1 p Z t- OL .Q r m I am ; W ooQWa0 � = 0 > Z J eQ �'h z2 _J Ql � Z WzzzQ _f / \\ \\ W v it v W 0 4 Q �■ .. U 0 Y u / Ex 15T. Q z w W6 +1 0 Q F oc 2 J be tU •d LL Z W J Q o z J ._, .. w72 ZW .9 0 v m W J V W YCr 04 J +1 H / OWN o`er = c~i � �- z � JQ �� �^ �\ NJ j/ Z � V / 4aWON < Z � (f) UJJ , cl1 '< 7 / t- Z Q C� to 2 W Q �- Z r4- d w 0 a 110 � pp 2 -- 0 J U W }' ct1 / J U1 U1 c Soao z w tL W o �/ Z M 8090 9 I°- . W o /i I,MIN. z ZU _J 0a bi �� � U + = 0ry -J / T y D0 W :z to Q / w � o d W 0 N r 8105 Q° u 'z 1111 ��/ 81 L+o a J p — fQ 0 to PEZOPpSED EMPL.oY EE + � � f to Lz / �■■ U 85 +1 W Z � r FINISHED PA2KING 6025 PROPOSED FINISHED < +I Z { / O IL Q u► p + 11 Caf�ADE Q N GRADE W °� p N � � W � N - N 1-1 Ex I ST, / IV • � GUSTOMEK $I OO � / QC GROUN D / � 7 / • - - , fn F 0 W Z PARK I NCB SO80 / H c!1 CQ t� Q 8080 p u W z / +I A PPIZoX. Bcsr• U / p CRIB a Q / 0 J 0 P_ F00-rE Iz / WALLS c� 0. J UJ Z 0 EL. 75. 5 " a� SO�tS / 0 t � Q wo 111 1- � j „ 5►30 07 5 / 0 I pI 1- - Z N �' 1-- J - Z 8075 N V J + Q V / W 0 5TA. o+87.5 CD � I- 0 rn d O La * J F- / ETA. O+Co'-� PRoR75ED 0 11 Q u' W / Z � Z / v �PPROX. a N U m N Z c� H W 0 P2oPOSED SIDEWALI� — ul I 80QU , — 8117-6 o r � o • 1✓ 130111'. OF = � WQ �� Q STATES 8070 / QL E.NTRAII C E Q FOOT E9- + 1 O 3 L.>_. IS'' 5.31-t-°% SO70 11 N 72 L.F. UNITED E L.- X08.5 C.M.P. N p W IB"CMP POSTAL 0 7 f r �� Q @ 59.19 0 U n 8085 1; 817-0 80(cS 0 ? " 130(05 45 L. F, 18GMP P Q O O O Z � H @ 7Co. C0� % I I 1o4 L F 1g' @ 3 .4(0% 0 0 j j / date: JULY I, 1988 C.M.P, z z 8DBO 8115 Project no. 6 -87 , SOCoO 11 It t- - a 0 - ' o CMF r . ' 2 briner . W C Z ? VE2.T• I" = 5' J r 81 10 BOSS 9 N o 5O L.F. 18 'CMP 4 arc tects Y 0 .19 u O ' u ? � W _J • • • • • • 81657 O 4 Z N > Ill 1 1 '' � 2 _ _ STORM SEWER -PROFILE_ _: — J zZ 00 Z W 1 Z Z > , KKBNA assumes no responsibility for utility locations The utilities shown on this drawing have _ ? Sheet been plotted from the best available information It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction F _ 1 F* E3 NOTES-! NOTIS : revisions: L BACKFILL I' OVER PIPE COMPACTED AS PER SPECIFICAflt%S' 1. I?" MINIMUM CURB AND GUTTER -CONCRETE HANDICAPPED RAMP 2. BEDDING MATERIAL - ASTM C 33 , GRADATION 67.. no. date item 12:1 MAX. 2. EACKFILL a COMPACT TO SPECIFICATION 3. 6" MINIMUM BENEATH PIPE AND BELL •3. EEDDING MATERIAL t ASTM C 33, GRADATION 67 l- 6 4D ots 16 P&vy 67hw&vrd ;9 4. 1:4 OF O.D. OR 4' MIN. 46 CxyndiAW, 2 Per Bb& _J OUTLET e A a A PIPE 2 WR 3 .1 - IL_ ASPHALT 4 W 2 PARKING, (D 7 t lr 6"CURS AND PLAN GUTTER 4 4.e �-2 J + 3 3 - (D MIN. WATER LINE 0 ; - - :5 RMU�192-4 _�-W BEDDING DETAIL. SECTION 7(7y' p)- jFx .0 VWx 14FIRWW Yead Solt I .5.01ice Bon PLAN And Recess Nut Myp) SI&Q?) WA%-V, SEWER LINE NOTE&' . D I. SEE PLANS DIIN 0- A. ILI SIDE DIAMETER OF CULVERT)a, tj Ike NOMINAL STONE SIZE. 4"412 63" L : BEDDING DETAIL- 1728 L i�r 0 2. TOTAL THICKNESS, 11, a NOMINAL STONE SIZE, oot 3. MARIFY 140 FABRIC FILTER OR EQUIVILANT. NOTES 6UTre-It *100-0 grw I a 1. SCREW TYPE VALVE BOX TOP AND COVER l 0 A 2- SAND i�� SECTION A PIPE& 4",PV C P' 4 2- 22 1/2* ELBOWS *-lWdk.&is ARTSA BACKFILL Fl COMPACT TO SPECIFICATIONS 6. BELL TYPE PLUG RIPRAP PROTECTION.- 7. WYE WITH 450 ELBOW (ALL BELL FITTINGS) /M8 HANDICAPPED lvp OF 8. SEWER LINE, SEE PLAN FOR SIZE 0 RAMP Vv.A I-K -ro.C, 7 AGF21­fAJ_-r 9. END 4" P.V C. 3" FROM FINISH GRADE Z nove x/a"80#0.q Head Bolt FINISH GRAD& And Recess Nut W15% Wide r 0 Steel If 12 Ga SECTION B-B @ (D z 0 14vhfole 01 4 0 HANDICAP RAMP DETAIL I > W - 0 -sill o > 1 _J_ 0 Z 8 wood Post g W : 4�2r W A _J _J _J O3 J tr < _J SLOPE �2 PER FOOT D PAVEMENT(SEE 11/2"R z SHEET TYP PAVEMENT (TYR) - 31/41 TIMBER BLOCK " Y 27 V2 THICKNESS' 1117/32 FT. d5 C Ill X 4 . , 16' --A 100 7/8 @ EIGHT ?-S/32"x 11/8 0 > W W11• 211 8 V2 18 x 0 z Z -3/80R SPLICE SLOTS OF 0 W Z, 0 ICE 0 to 10 D_ PL 5 STANDARD MEDIAN CURB AND GUTTER 13 3/el C6 C�l - q - - RECTANGULAR 0 > -J _J, ,3✓4"x 2 1/2"POST BOLT SLOT 115/16" 2 ASH RADII 3114 3/4, DIA. HOLE THRU S. W FOR RADII W - C E a 0 U-1 FOUR 29/32 x 11/8" SLOTS TR. OF TIMBER POST A--�2 •C 6 114! /-MUST MATCH 4 OUTER ____ I F a BLOCK -I RAIL SPLICE SLOTS OF RAL 3(4x2 Ite- FLOW D=172 to 2° Z _J 71- NEUTRAL AX b ELEMENTS SLOT 0 M < _J, A ,12 GAGE LOCATES CTR 7&81 CURB & GUTTER uJ Y a: 0 4% LOC RAIL ELEMENT AT OF SPLICE 313116 11 z 14 INTERMEDIATE POSTS (D TYPE B U,< SLOTS OF TIMBER POST 0 -D D 1: (n 5; cr 0 W SYSTE M (n - �- W -J, (n uJ LASS A ,TYPE I OR 2] W (AASHTO) HM-TF- 13/RE-5,[C 2 5/166" 76(GALV.) 12 SECTION C - D GAGE LL 0 F_ It z SEWER CLEAR- - OUT DETAIL C3 �ti -ro IIJ z TRAFFIC TERMINAL SECTION ( FLARED) C u Co- (AASHTO) HM-TF- 13/RE-3 [CLASS A TYPE I OR 211 owns- I­- cr -73 (GALV.) 4 1/4n NOTES : 4 8 1/2 SECTION C - C 12 V2" 1. BACKFILL, SEE SPECIFICATIONS 2' 2' z 2. 'PIPE COVER MATERIAL. 0 0 3 BEDDING MATERIAL, 3-1 MIN DEPTH NOTE FOR ADDITIONAL DETAILS NOT SHOWN HERE REFER TO CDOH STANDARD M-606- 2 SPLICE PLAN .- 4- MAXIMUM TRENCH WIDTH-PIPE I.D.+3 FEET. • -f ES POS71 TO LOCATE POSTS ON CURVE,SPACE' CENTERS 6.25', NOTES 5. DEPTH OF COVER. APART. CURVE RADIUS LENGTH AT FLOWLINE IS 71.5 / FT I. BOND BREAKER j4 MIL POLYETHYLENE PLASTIC INSIDE DIAMETER (I.D) ................. uJ 2- FOR 25O .PS.I. INTERNAL PIPE PRESSURE,MULTIPLY AREAS BY 1.4 X lit- GUARD RAIL W BEAM_, 3. MINIMUM BEARING SURFACE AREA - SO FT. (FOR 150 PSI INTERNAL PIPE) z e) SIZE 8 E N D S D LL&IMIJUL rn TEE or 10 10 0 0 OF PIPE 221 45 90 DEAD ENC 3 44 a - - CONCRETE PAN 0%4�. 1 - 410 1.00 1.00 100 N/A 1.50 os f I is b 6 1.00 1.25 2.25 450- N.T.S. 3.00 UNITED STATES 01 -"- 8 1.00 2.00 4.00 SDO 5.25 D to TYP- 4 12 2.00 4.25 8.25 1 11.00 POST41 E R V 18.00 AND PARKING 16 350 6.50 12.50 23A 16.50 2 DRIVEWAYS /:;v TRUCK TRAFFIC 5D0 10.00 19.50 35.5 0 1 2500 ASPHALT BENDS PLAN DEAD END- PLAN 4, UNDISTURBED EARTH 6 date: JULY It 1988 BEDDING MATERIAL -87 project no. 6 Co 3 6. 2 ' OD. PIPE co 6 3 113) BABE COURSE-/ briner'scott TYPICAL SECTION • arc i ec s .4 SITE _ PAVEMENT ; .. 3 46 v 143 e. meadow dr. REFER TO SHEET C-3 FOR LOCATION 5 Vail, colorado 81657 4 STORM M DRAINAGE TEE - PLAN TYPICAL CROSS SECTION _PI P E INSTALLATION (303) 476-3038 N.T.S. Sheet ,, CONCRETE THRUST BLOCK Cl N.T.S. C - 5 F revisions: GENERAL NOTES CL PAINTED MEDIAN no. date item LEGEND d 1. ALL FRONTAGE ROAD GRADING AND PAVING WORK IN THE STATE RIGHT-OF-WAY • C 15'f 12' 4' 12' 12' 10' O SHALL BE PERFORMED IN ACCORDANCE WITH THE COLORADO DEPARTMENT: OF c �. -----'- ----p—' EX I S I NG SAN I TARY SEWER EXISTING LEFT TURN THROUGH RIGHT TURN ATTACHED HIGHWAYS' STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, N 1986 EDITION. THROUGH LANE LANE LANE LANE BIKE PATH � N 0 = 2. UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE RESPONSIBILITY NEW :ONTOUR OF THE CONTRACTOR TO CONTACT THE RESPECTIVE UTILITY COMPANIES AND TO DETERMINE THE EXACT FIELD LOCATIONS PRIOR TO THE TIME OF 1 5" H B P OVERLAY ENTIRE CONSTRUCTION. EX I S I NG CONTOUR CONSTRUCTION AREA 3. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF PROTECTING THE 2% UTILITIES DURING CONSTRUCTION AND SHALL HOLD THE TOWN, USPS, COOH Q— — — I NTEPSTATE H I GHWAY R 0 W '— - AND THE ENGINEER HARMLESS FOR ANY AND ALL DAI4AGE ARISING FROM '_ PROFILE PROJECT CONSTRUCTION. GRADE GUARDRAIL ` 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE SITE 1 CONTRACTOR, TOWN OF VAIL, UPPER EAGLE VALLEY SANITATION DISTRICT, COMPACTED 3"H 8 P GRADE 'E" PLACED AND COLORADO DEPARTMENT OF HIGHWAYS TO COORDINATE ALL ACTIVITIES 50 25 0 50 100 � SUBGRADE IN TWO 1 5"LIFTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. SCALE 1" = 50' DRA I nAGE FLOW � - 121'CLASS I MATERIAL PLACED m 5. EXISTING SURVEY BY INTERMOUNTAIN ENGINEERING LTD. AND EAGLE VALLEY 30't 10'f IN TWO 6" LIFTS 0+ 3 1 EXISTING FRONTAGE ROAD EXISTING 0 ENGINEERING AND SURVEYING, VAIL, COLORADO. !,' . et>s BIKE PATH TO 6"CLASS 6 MATERIAL BE REMOVED C n 6. WASTE MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO r " E ADDITIONAL COST TO THE USPS. WASTE MATERIAL SHALL NOT BE DISPOSED OF IN STATE RIGHT-OF-WAY. IT SHALL BE THE RESPONSIBILITY OF THE ' CONTRACTOR TO OBTAIN A DISPOSAL SITE FOR ALL EXCESS OR UNUSABLE CD m ON C MATERIAL. •0 O 0 0 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC, / L 11- m TRAFFIC CONTROL SIGNING, BOTH PERMANENT AND TEMPORARY. +' , . tl x S L0J, J CL CL 'C `r x 7• 8. ANY SHALL BE RESPONSIBLE EXPENSE, DESTROYED DURING �• I-70 NORTH FRONTAGE ROAD IMPROVEMENTS ®$o R �►� CONSTRUCTION. / �••� O _ _ " "r'� '""'" • FRONTAGE ROAD TYPICAL SECTION NEAR VAIL POST OFFICE ACCESS k a�A © ©•®, , or N ` rj ,,, f5.,...•�L v a -X oI Y�¢esp C 4 9. REFER TO SHEETS C-1 THROUGH C-5 FOR ADDITIONAL INFORMATION. � � - �,� - _ a;•xrtt ^ - - - - - - - - - +,.r �.� Sr x 10. BENCHMARK: RIM OF MANHOLE A128.8.6, ELEV = 8051.45. BEFORE `t CONSTRUCTION COMMENCES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE A COLORADO REGISTERED SURVEYOR OFFSET BENCHMARK TO BE RESET AFTER CONSTRUCTION. AOF BE TED i• 1 65 BEGIN CONSTRUCTION T • MH ' „" ^ 0- 157 — 7 Ah28 6 SEE 1 1 R=3t7 s4 2.4'�C.MP•. MA,TC�4 EX ST I I�G eo ..r, „. , i� _ FAV.EMZNT T // e----- N -- — — ,... .... _. •+' --- 74 _ _ . _. _... IStI•NG.•NOR TH. E•D z ~ 10" W `CE CHAJNNEJ_IZATto ^LfNE 77. OF FRONTAGE ROAD 10" VHITE CHANNEL I ZAT I ON LINE rQ ,1 0 - 5 +QI�' 5" DOUBLE YELLOW Y' EXISTING CENTERLINE a o 0+�� EXtST RN)u1=48 5 OUB!_E f�LL01N +30 ACCESS AGE L_ ExisT �rr1 ' ' ,;4 OF FRONTAGE ROAD W � _ TERLI ES � 5. D EXIST TEL� 'MW' ADJUST TO MATCH PVMT + 2, T - RD, EXIST. RIM=68..0+- C1=NTERLI NE1 _ LOWER RIM TO 48 4 _ � _ � •• W BEGIN TAPER L „ 10" WI t1 TE Ct�ANIVEI„)ZAIT-I ON „ 8,3± " GE W Z 70 MATCH TOP OF PVMT RA 1 S1= i�I M T0,6 �!' EXISTING SOUTH ED t5 MATCH TOP OF PVMT LINE OF FRONTAGE ROAD W o W EX I ST MH EXIST RIM=56 7 END TAPER MATCH TOP OF PVMT EXISTING NORTH EDGE a � 150' TAPER + 150' TAPER a AT 56 7- OF INTERSTATE-70 Q m 400' REDIRECT TAPER 275' LEFT TURN LANE 40' 400' REDIRECT TAPER Z p Y KKBNA assumes no responsibility for utility locations The utilities shown W U Y on this drawing have been plotted from the best available Information It O . W C15 is , however , the contractors responsibility to field verify the location of W W J all utilities prior to the commencement of any construction = UO z Y Y ............ ........ . ............... ... ...... ............. .. ................ ......r .......................p........... ........................... . ...............I............... ... , „ U W z .,..r..ry.rrr..r.,.........l......... .................................................p............r T r .....y.....................,................r....l..r.. , r ................y.....................1..................r..... . T •...............y...,.r..rrr ....,.............,.....rrr. ....................................rp ..y... S 1 ...p... ...,... - _ 1 [ t• -0 1 [ < O f I < O i 1 1 O 5 9 1 4 4 -0 1 t -0 1 S t O 1 L ,a 1 i < O > i + O d _ 1 5 ] r,11 [• " -0 1 L 4 O 1 - 1 • Y p •<•,• - s [ + s 1 5 a 1 i• t s i < > i t--• W 1 1 � • t— W m Q . a W Y . 1 i . - a r ^ LL. cc - - - - r ^ .................... .......................................o.rrr....,.............................. ..........1....................i.......... ....r G .........o.....................1.......r ..... ..i...................o..,.................a.................. s... ...............i...............,....,..............,.......e.......... r....a....................u.....................1......... .. - ... ....a......,....... .r...r............1................... ..................a............ . o - - - - - 0 Z a Q Q } 5 1 a a s L t c s t t o 1 3 v 5 c I t o 1 [ t• • : i o, ",o•, s i 1 a a a 1 o t s i ) O • p m Q '-� J S 3 I C a 1 S O ) • U Is 4 Cr r ^ •' _ - _ +F 8080 p _ 8080 d N > � Ww ....., S• a a I [ ........................................... •• 1 a , ,a•• 1 < s > ...i.. Q O (n 2 W a a I r a o ! i < 1 - t > t 1 i• _ a 3 I 0 In ! _ i .< : + ii ^ 1 a c 1 t ! i < r > i + c S � 1 i a 1 [ < e 3 i . � • . r� i : . _ _ _ _ 1 " "s 3 < s ^ s i t - a i c " - - ' 1..�'-• ... ............. "= 'o. .. . ............ . Z 8075 . ........................-........ + ...o... o ...a......................................8075 ............a....................o ...... ..r .r.lr r. i .. .,.......a..................o...................1.......,.............i................,....o..........,,.....- .... .. .........i....................r ..............,................. . .. .............i..........................................o.... .. ......................-..................................... V/ a a I _ a a 1 i a _ r 1 3 1 _ > i 1 a i I i• _ ) [ 1 - o S _ 1 - - I i• a _ I i + i c .�"yLr�i + 0 1 i 1 c a 1 - s d ) _ a o ) i ' �/!�') " " I - .. i r � i _ a 3 C a .r - _ •' - _ _ - 3 a },yT[�.]��• 1 f - = .. .. i } - C i 1 C 3 I 1 - C ! C ...........: 8070 H 8 0 7 0 1 c ��yy .... O ..S.r...... '...... ............................ ..................... .......... ....................................... ........... . ..... ............. ................ U ! ^ 1 - ^ C L • S 4 - 1 C V a C0 1_ `Lv r S ^ ! I _ I " •, ' .. S • .. • 1 - 1 .. _ L . 1 S S _ i Ld 40 a- a- -i 1 d- t- d 1 i < b- 1 i 1 0- 5 3 f o- s- -S 1 i-• - �/` - _ ^ _ El I ST I NG IL 1 - 70 cr < - - - - - - ' 8 0 6 5' N do 8065 ..O...rn...,....r...Or ..... ............ .........................,...... ......1......... .... . .....Ir....................i...r .........t............ .... .S................ ..., .................f i 1............... a..................r0 .. ................... 4=0 L4 LU 1 S ., u 1 a t 1 e < _ s i t _ > i • _ _ _ 3�� o �I a - 1 [ t _ + " i • I c o a_ 3 - t - - /}1� I a a a 1 i u 1 i t o ! a 1 0 > 1 a a a �1 - a a 1 [ i i f i• a _ I c a ) i < o ) + o > 1 - a i\ 1 [ a f > .............. . 8,060.x.... 8060 r...... . ......... ............... . ............ ................ ................. .r.rr...r ....................r.... . ..L...........r........... � � ....... ............ ............... ........................................... ............................... .........................,... .r. ...,.........,....................,.. ..r..r... .r.l...............,. .......,......,...,....,..,....... ............................. .........''i.....r....,............... . _ �. L - i '. �� `y/• . � a G '. t . 6 " .. 1 " . i s t G i t D L - a . - 3 1 T S S - S jAr •W—•L 1 _ 1 S 1 0 5 5 ' a a + a a I [ + - ! , t o .� /� - < o r - .............. ? .. .. ............... .................... ' . 8 a s ........ ................ . ......... .............. 0 1 ...i.,. - • .......r..........I.....................i .. .. ...........................0...................0...................S r . . .....1 ..................0..........r...... 4. ........ .................,I.....................p....................0....r. ..... ....,......... .1 .................O..r . t ..0... ...1... - ...T.. - .. t L .. .. i . .. 1 [ �= i i t " 1 L .. .. - - •' 1 - . 1 t - i t ^ ' _ .. _ - _ _ ' _ _ ' O ) S t C 1 3 1 O > a 11 y•r L• • a 1 [ t - I S O S - ( 4 ` a 1 O s L ^ 1 fl r L f O S 1 L t• 1 L < O 1 1 1 - ! _ f C S 1 C C a C 1 L � O 1 t t �-� 1 Sir/ - + O ! 1 f• V = 1 - = _ 1 S 1 -_ R ^ I C {• a ! i l 9 > S < C ! x 1 r � � 1 - - . 1 - � - - C 9 L• ! - 8050 _ ....t.....................a....r......,........................... i.....................I...,........r ..G....................dr.r... .............................. 1 ...G..r....,r...r. ...........i..................r..f.................i.....................o..........,.........o............... s...............,....i.............,.......t..,,...........r..r..L..r................s..................,.a.........r..rr.,r...3.,... . ...,. .................a..................a...................I.........r....... ..,....,..........a....,..............o.............,.......l.r r................[....,........r _ ,pi _ _ ^ _ v date: JULY I, 1988 project no. 6-87 1 c i• a I - a / � r _ 8 r s 1 - 3 + a x V _ - x f - 1 r i - 1 - - ) - _ a _ 1 r i t r V I _ r - i 8045 ............... ..... ............... ....... ............... ...r ...;... 1 c .....� ...................r.....................:.....r .. ....1..,.....,...........o....................y....................v..r... .r. f .........,..�....................T.........r... .. y ..........................................................T............r.. v .................. .r.r.. ...i... L ...q... 1 .j... L .,.�...f 1 . ' •y • ••• •• ••r • r•3•• • •r, •r •• •• • •• • • brinerscott architects s �,/�� - r [ a a 1 i e - 1 i i _ > + _ a a 1 i• a - s i + - i + r S r - a _ 1 i < a 1 - 1 e > t _ a - 1 o- _ _ ) M e - 1 f - - - ^ - - ^ - - . . . 8040 ............................. . . .. ...a................ ............... .......r..r......o....................s...........,.....r, i. r 1 ...a... ....i........... .r.a... . .. ... ...........).....................i.....,..,........r..rn.. r ... .................s............,........�......r..............+...r.... ... .......o..................r.a....... ........,1............r.....6..,..............,..a................r.e.r .......,......)...........r... i.....................a......,....... ...s............,........I.....................i.. ...y.. - - • • • • • • 81657 ) i a ^ i + a a -3038 , • revisions: ,4 no. date item, - - -- 170 - - - - - — - - - - - - - _ _ — 1 - X x- x- - v �/ _ - -- - --- - - --- -- - -- - - - --- �� a' THOMAS A. 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MAI r7izoP STEM Pte' 0 - > (r I T w W 8 , S l: A IG C Lu u �91AW" pal --- __ / L br C� / GO Lo prDO G2 N SPK E. � am J,IAN Al 10 a2 F _ M "� 1G if4 GN46T I�.W 2lvTiz PI.E ST_ErI sP - - - ' Q F�-- / PKNI4 TV / // I ,/ 1.1H E F HPTI E� \ V Z . s Gr-OKM 5Y6TEM �°t2�` uL H � � MU F-1- TALE D& _ Cl) / / . i/ Q F- �ULI t7 4�I F?y=• TD ( ,���• FL,PC�POLc-5EE p-rL.SH.L•3 / / � _.J E'UD of 6OW WAL14 - o ` 1 ' - - _ 6 S T !P I.E sTENi PEN , 5T 1;M SYSf'E M / • ' , 8 _c�1JcRt;'r� _ / / 8 3 / LI t- o F N PT I�/L= Ro•ss� -- - - V4/ S _ / 74 — — _ — z D �3 _ _ ` �_ / Slbh-' TY�� E 6PRK u�cH(METP• EDVm) `_— P T(�12 AS / �� �,- <_ — _ _ _ __ _ X30 .• z R 5 / / 1 _PEA DRAT / P w � I. L-3 •9 pVG TI - r - / / / / - • // PR I ' AT T OF . KIP P-SEE. 69°/i �o -� I _YP�� / , �S - • . , / NPTI✓E GRASS I $TA SHEE G / 5E SH PrL. r 24 T KIT- / OHh-NN51,11p•TION SOLI Ca _ P\/G �I ` 67-9 _ �120M TI-1 l .:> I H-T OF �' Tv P^Y L-4,/-,,, O O � mu O� 4!o 1 10ORJUNIP� �`---- - --- - - - --- Z EI& I / GO�lG1�ET / 17 Y�I HT; _ . /' C • .• GFZt; g "•FLgN5R 6ED �. H t / , AI Iz65 r / a / O i —— -� SIGN TY r- 12I T�4_ 6 O FLP�TS NpGTA Dl>ISY - NPT E GRPSS 9 SIM• T 0, , F-,6 PEC. No ES �b M / a� _ EI: SH. I,• 31?I'Lr�1 �� 1 13 - / ` 3� O /!� /�r ., � ; I ss � . PIP / 1� / 9 q$ g� / 1 i / SIGN TYPt; J ------ - --------- / 7 � _ - 66 �t>;�-r �3 ,t_q� � O/ / NOT E -'T4_ �AYI.��I•!�r '1 / sE SN. Lr Lr / �MUI.GN / 516NT(PE la �" �`� .: IS Tit PLE° STEM AsP'�t-a , J / 5�� 5H. I.rO YEI.I.O I�I�.I�IM�� 17&. (L II�,I-I_T p PE NPTNSf &PASS TO - • ( �O LIWP- OF NPTIVEC� s�` II-I T'G�-KE.T vF B� M H M EDG ) 65 , �' - gcTEN� PST To • • - . - - - U LGA L � r :� STa f`-I tZl P IZP�P T O F Go hITr _ r, �1 SP, H r-WT G 'Z date: JULY` I., •19 8 T'bG���o�E. 7v 25� �' ,� � STONE-R1-0-R P �; � _— — J/ — -- -- - --- -- - ---__90 Project no. 6_g7, 7 `� _ NPTIvE G�,��S SlTK5IGN-G5- SH. L•3 64 _ --- -- ------ --- ' 1 r -- - - - 80 — — —_ _ _ ?`D D � v — — Oi 60 SEE SHEFTFG-1 6 _---------70 . . . 1 ,• MOTES• -- O _ - - ------_ _-- ---- ' �1" SE1 __�I-l�t_L_3 �R_PL=A]aT HEFT 1.r3'b— •q�_ __ _ _-------------------- — - - ------ • . . • . . LANDSCAPE PLAN �_�1� 1�_ L.PtiNDSCf'� � N0T�S. _,_° __ _--_+---------y -- I - - i � • ��Q• SCALE: I 20 - _ ._ _ _ G'3 i4 - D c.4 -FoR ACTUL n B IK�4PP�N• 'sT�i IM �- S ITS W H ITE N,Y W t DT a F_ Sheet - 64 _3. G01�1G�ET� SThI lz_To _I-1pvE�z .�Q u A _ _ _ - PATH wi 2'-a s P�� _ 20 10 0 20 40 __- RI E1ZS_ FOR A -to TAI.. 1ZIS�c�� Iz�o-�• _ _ - -- � , ' _ S16N TYP � SIGN -rrPE � ----__SEE �sN �wTS C� 3 �.C•l� Fo(� I�z d?.Pl.i�r- fZA�II._ i SEESH. t�3 DT!„q 51;�SH L•3, DTL,�I -- fiDPITIaNAL �i•t?.1PIf-aG - ___ f./"H WrrcHED_ TO-1 MBEPDED;:6LeS.V�Li CPhll-�T� r revisions: no. date item 6P 7 " Ili R pp •1 , 1 EDGE OF ASPHALT R T 1 S 4 S ^TV pRECTION OF TRAFFIC 7O LOO •'•Oi�) I E E ��- a EDGE OF ASPY4LT E_`�O E L M ; • T 1 TE4E 1191 II w w NOTES .. T E _W TER UIE 3- GAS LINE G ` 59.32'06"E 53 49' ' E G o� I. Benchmark to the rim of manhole Al2R,A,6 shown hereon, G r 1\ Rim elevation - 8048,56 G ��1� 2. Basis of bearings to N 57631125" E along the Southerlv G l right-of-way of Lionaridge Loop between the monuments 3' GAS LINE G 26 4� 29' i1 8 `+ / shown hereon. ♦ 1. Indicates found pin and cap L.S. 5933. / 57131 11 E K - - �-�� -- -e4. Indicates set pin and cap P.L.S. 22575v 5, Discrepancies were noted between the ionuments found in Lionsrldge Subdivision, Filing, No. 3 and those found in - t. r _ _ - -' Llonsrldge Subdivision. 6. The property is currently zoned Medium Densltv t•ultl ° �-• i'`� B/y0 % Family by the Town of Vail. The building setback requirement is 20' from all pronerty lines, and the maximum site coverage Is 457. o _ / 7 All utility locations supplied by the Itillty Companies. 8. This survev does not constitute a title search by Inter- 1 Mountain Enpineerinp to detetmine ownership or easements of record. For all Information repardlnp easements, rights-of-wav or title of record, Inter-Mountain Enpineer- J Ing relied upon Northwest Security Title Apenev, Inc, _ Commitment No. F 59741. GROVE S/� ROCK 1 ' I e � LEGEND— 'A FALL E ELECTRIC LINE TI MEN CTV T-CABLE EPNONE TELEVISION N LINE g i _ - �/ LOT LO C W— WATER LINE JI f/ I ` j n '/ , n,\ n \�..�` \`- \ C 1S0 o--�S GAS LINE SEWER LINE / ,/ - NAIL LI RID G- GAS SINE Iv /0 Y. 3 -0 51W ItA 3: 0 `I WATER LINE U NE Z -'.................. ............ ����_ Z O C _ a U ° 0 cr CI Z > 0 • W W Z W © ASPS OVE _ l / / ( F-- ( c0 J f q J m m ` Z r O J 0 Y /J LL = U Z Z x n tr / - • O I LLCAL DESCRPTION J _J rl MENT / 45 --- _ W Z Z J J Flo EA$ •5 W /� r 1 tract of land known as 1 of 1, Block 1, F- W m Q CJ Dons Rldpe Subdivislon Filing No 3, = Q `t Eagle Countv,Colorado being a part of Section 12, Township 5 South, Range 81 Pest of the Sixth • Principal `lertdian, Eagle Countv, Colorado being �� Q a .• N / (/s_ more particularly described as follows Q Z --1 J J '' , \ m Q ------ I omma n,tnt at tht 1-t one-auartt r ,orner of W Y Q Section 12, Township 5 South, Range 81 Hest said corner being a Brass Cap, thence North 72'111ns" • a Z 1 _ Fa s[ a distance of 2262,85 feet to the Southwest Q 1 corner of lot 1, Block 1 of the Resubdlvls J ion of . 0 = U i 8 �D of Block C, I ion's Ridge Filing No, 1 and the True N Ir W W —`/�� / 5 �--�"" Point of Beginning, thence North _11°11'17° llest Q V N � -i �N / J_ for a distance of 317 95 feet to a point of inter- ' 11 K S 10� �----- section with Che South right-of-wav line of Lion's Ridge loop, thence forth 57'31'25° Fast along said r FOUND O ET tiouth right-of-wav line for a distance of 458.29 (� X �''�- / OW M KER -� � feet to a point, thence North 5)•32'06° East V continuing along said South right-of+wav line for � J 3 a distance of 53 44 feet to a point, thence South Z 37°09'31" East for a distance of 264.30 to a point S '� W -of intersection with the North right-of,-wav line Q 1 / / p 7 /a of Interstate 70; thence South 52'50'29' West N72°1/' ° 2 2 \^ �X— f �- _ along said North right-of-wav line for a�atance J N72°II' 2 2 1 / % / ! _ _ of 191.45 feet to a point, thence South 41 31'43" 1 / 1 / PATH Wes[ continuing along said North right-of-wav line Cn W 11 CDR „ ASPHALT BIKE for a distance of 102,00 feet to a point, thence , SEC 12, TS R• / - ABANppNDEO g�Q South 5'°5II., hest continuing along said North FOUND tlRA S AP , � I ,• right-of-wav line for a distance of 300.00 fee[ O to the True Point of Beginning Said tract of land contains 165,n48 84 square feet W I 8o I o / - — 8a \ / or 3.789 acres more or less. 1 �— -- . r O 60 �D'O 50 O LF - 10 PVCC °6 dft 1— n G R 0070 On a E � I 5 T t 5 N OF TRAFFIC _ h ANN n DIRECrIO - \ MN A-1281 65 ( BIKE r STA 6� /3 \ �� IO 3' WIDE rn m EL s 8068 9 1 O\ RIM EL 43 7 I t1 ! B 3p L. �� mo - STA 0097 INV 6�� a• Q`1 G INV IN OUT 42i 7 , INEPE► t / PVC O/ 4� BO s 0A - ` 5f00 EL. 06 \0 "��A}yJ / v1i� - ESA 8066 3 I, Harmon E. "cLendon, a Professional Land Survevor registered INV OUT in the State of Colorado, do hereby certifv that the vertical and CULV��i / TELE MN -_ STA 4• horizontal measurements as shown hereon are accurate to the beat of tl 0 + - EL: T - -- STA 4400 my knowledge. T FIRTA G E a 50 `EL°8063 3 `,,,pPntlIIIIII bry, - • F T T r-I DEL 8061 6 `?`p��.OM E Mrs 1�9s N //I[ A-i 1 . ?O NOR ELA 3+00 =°'`�22575s�'� TlllDn E McLendon.. P L S. 22575 Bos9 B . +5 \ _a. Z M 1 STA 2 0 0 R• 0 W Y _�: ;o= • -'- SAM MN \I ^s f. `;TA 2♦0o D EL• I T OF s��O .J�. ,s EL: BO`s `7A LSQ - — CpLpRADO DEPAR N,,,aann„tit,,, Y W +—___ EL EL a. date: JULY ' .I; 1988 Project no. '6 - 87 •'` P O boa e,e Su1•f f°a - Inter-Mountal'in u EL=80625 vi rE,ca. "a•o ,.po v•«cE s•PEC* , _ 0 D/2�YB5 ADDED LEGAL OESIR/PTK)N AVON coo sleeo t.r Er000 coo aozls I • + EL.tlOdO•• 7l///9i REVISED ATK]V BY aN'ER/$TIpK:T CORRECTLD LEGAL Iaoa1 er.,so,e n ngud lao 3)232-0158 - �, LE'a Pi-TON -,00,00 •.•I..a •. �. so4. 2 LOT 1, BLOCK 1, v-sls, 5 or•T IO�NIS RIDGE SUBDIVISION FLING NO 3 °-spies• . r Oa 111 EAGLE COUNTY,COLORADO ••••• y '1 i M S I 301 \ti 0 r F ,•'••••• BOLiVDARY 9 TOPOGRA13 CAL MAP �'•o � dP a+ SCALE: 1” = 30F � � - • � 30 15 0 30 60 T ! - - I � - � _ Sheet STAKING PLAN revisions: PLACE Fi1zST s�..IPpoRT 3 4U.'( WIRi~S :off - - - _- `9 S!-IPF T 13RAGK�`T IW DIP_EG-fIoil 6F CG1D1OUS T�Z�S III a I 1 i1� -44 - �1 G AD I-e ELI T -'4YB t q- I/4 _I I/� -�-11/x}11 I- %s� � CsE� DST. � lo-L3 no. date Item PREvAI LI kjZ_j WI W17 ov�R 311 GALI P� PR;UI_I� Au" DEAD _ i I ,I �� GAS - ALI_i M ALI,- u���REI✓� d OR DAM A/aED - -�_�3� ��L.EG�S _`- L ETrlIR.� �SEIE� 17 E�-1"• I ►- L15) LI Q41 Sl PPO Z-T �R:AGKETS roLORED �oHc. WALL gE1 1?ooTR3ALl, ol_l I N - - hpEGI�IED MLILGE{ U-f-1D 1.11;P�Ei� ��i L -_ _� _- - - ,�. TG GOi-(.Dll•IT I {J EVERGREEN DECIDUOUS I"ABoV Ii1151I \� `' -__=-___ ---- ' __- �o�I� WALT✓ 1;1 _T16N710 la1k AD�E PLA I-I-TI i-� /kF�i� Sit✓ D�-rAI L �-L3 � � SEA DST. 3-AZ I) � WOT DAM AGE oR Dd PO-r DAMAG,F_ oR �4 I Q C PRUW F- LEADER PRL11�1� L�AP1LR . R�l-I N& PLAW-n I,1la PIT -ro _� BADE } -GRADE q _ f TW 16 - 141- N �" II ! -= i i > / /�# -/3 0F 131zA�IGI-IE�✓ AID I-- DIAM .TE�- 01= WA�LoizEl� mot lC. - _- =(�; �MMOVF, ALL DEAD oR , ) -- 4 C�i i o.L ICI r � Coto �' ( PAMA�ab 13RAI-IG4-1 � ARJFY ADD - - - - - - � / LOO�vI-1 `SIPS -iI'n. la - - �REPARzED �6kr II . 6 O -P L/-\PTWZa PiT l _ L-3 PaSTS WITH Iii . o _ THOMAS A. BRINER G-�IZOMME.TED rJYLo�! '� 1 GC�MPAG-f J7 5t-It3G��nE -' 0 X1-1�_ _Foo-ri - 4 License Ilo - ,,, G, oMM�TD NYLON sT�APS �, I E I a- . C 1052 S"r�A> - 11'EIZ 1,L1Y ArTAC44 -ro ?� A SE - WIRE . L1SF 14 �A. ` ,- =- V I II 4 6o}l �� �r SIT ��zAN�H. LISE 14�,� NOTE Z.o SITE SIGN PLAN �AL�/IN IZE17 WI R5 ��, � � �'- ,/ G,ALVIi�II ZED WRRE. � � �� � �� ED ARG ToP LEVEL D>' DOCK FNL.� � GO L.IJIZED c��G. s t-rI4n A-r10W CAi�RI e-� WILL 14NNVS -ro (3E PLAHTEP 3/8 = 1 --oil W"kLL ,� � � �+ NoL M 1� Alu LI4-IK �JFZ��IIjC� CSE A-SS� _ L-3 �3� tI III LIG,N T 1=11�RL� SITE SIGN SECTION - PE?_ SIC CSE✓� LEG) 3/8 �� = 1 � 0'1 SHFUB PLANTING � 0 31 all IZI� T OU � ITo No SCALE a �77 - �1�1lTED STATES POST_OFFtC LCTTEI� �``"`��". �s�-P�°�.� �au�. sL.�P WIR . PLACE Z BELOW GRADE 311�CF_p, WHEW wo-r �i '1\ VAIL , CO _8165 (PELur,TI GA M�71uM) To slp �IALIC 11.1 SOD AP EA - - 5 ETAI L rLA51 14,1zi GOLLAr. Ii.• +III = II SPA�IW41 VAPZI ES �IITH � I 1:-AT Or Al-I'� BAR IETY =a WOOF WIED� COV�1; S 2 SQUARE 1;E�T _ y Go G I-L 51 DE- COM PAGTEh SI.ISG;�P�cD ` II II - � 1 - ' RE,PAPZ' SAGIG1=I LL iT3�LL T1`ODT r Gi�ADE TAMP�T7 PRY _ WALK SL R 11 II �, I ►= _ ,I r�� - _ - I II ,_ AT �1ZADP_ 5 H. CAST AL14M� SAUD =: ;� 'rO GRIV�A�( . _ L�TV�f� ST�L SLE�YE GENERAL NOTES: o I CuL E-r A M�r�luM� 4; 1',l �I - ( 64) STi:�L C-1 1T�1W.;q I, A�-(� LL iS E O _I -_ I, -- — — -- - ---- - — - — - — — -µay : - i S T IJ UI-1DISTLIRgEt7 SOIL l pLA�ITI I-EOtE I2�Md� _ = � �j , G 1?oTUT1LL�17 RuSTlGAT10W W1✓DG+�S �_ _ o ALL. WIRE= METAL ROPE 1=oL�p 13AGI< F>URLA 1 _ ` = _ P /3 . i ! , I -- , , _ _ A1REA, 6oI4TAI4IW_j �E� DETAIL 141Ix 14j1x I/ZIISTL, 13A5 C 3-AZI � _ .-- _ - 3 of tP�AT M a�S — — — — — - — — — —---� Co l-�C , I z 2. WAT'Elz T PLUG, L`r AT TI I�IE aF ?PLAW TI Q l� . Pt-ATE W/2/4"O X 18 o J FOW H-P. s-r�. LIe-nHTi-4142.1 �Ix�1 s EL ~ 3. R;�MoV� ALL S LI-PPoZTS 0�1 C 'f�Ar Iz AF T-M PLA I-)TI�J.Lj . S11 I3 G1zA fJ� A1.�C7 I-OQ'TI U G�oU�ID rzoD W/14I�T z �}• FALL PLA�.ITII•!G, 1-I�aE 4 WaoD G�{ IP MI-1LGN• 1, ILP15p To [3AS z!III 1PPoRT >�ATE • PLATE TREE PLANTING S�ASTA DAISY PLANTING r� Q a ° °SITE SIGN ELEVATION ,.. FLAGPOLE ANCHORING DET. w e) c i NO SCALE � � NC SCALE 3/8" = I -O" ..L I/2" = I'-0'f Z > w w z E PLANT SCHEDULE 14121A ' xTu • t - f ?4-}R 4 5!-}-P� L3QAGKi✓ IRV Go�-1 171-1I T A P D To • � J � i QNTY. BOTANICAL NAME COMMON NAME SIZE RED box- C.,bS ��G, _ J J I �L oIZED �vl-�.. �a L.o��r� �v_u o . 11 I WHITE RED WAtLL AT 51T� 12,1-1 , � z� �•m 2691 JU'[Fr_R 6, SAb f�LA f3R. ONPMDOR �;z A r)HOOF% JLIW IFE1Z � LrAL, WHITE - y_ w _ _ .�.... y�� ST��L -� � AT O Z o Y D r i/�I BLUE -. . :.:4 u_- .{: LL. - I'1TL•. 6OWDU1 I II R3UIL>71 � SIB N W U Y 50 R' P UL1J 7REM l-LL�I� 1 RI PL5 STrM ASPF.EI4 { Z CALI PM YIELD ` = - y QOM F_5 �c D� /ZI P Y.. Z P I G�A PUU I_IS GULORpDD ��E1rU sPRUGE i�I- l81 • :- _ - : u. v �ID�TN q-I17 �(.J I� F - z 0 > X J - • _ .. M117DL� WALL - T NP�aDED ST�D� Z x 2 pIG�A PUI.tG,�l-�S GOLOIZA �1�� 1-� SPRCIG� (�I Il�� WITf� (31�PcWGI��� - W/ �X('AI-151G1 - ° Y o I PcT �A. G,H s , r. ��-I�uo1;s �7 co,IJc X W I - . F- w I- I n u u �� GJ Pj U > QJJ 3 PIG�A P1t{•�G-� .jS GoLORP,Ro G�k�14 4PRu(_e IZ- l4 36 X36 X 36 �1�Pi� �X E�-}D pcT T� L TI� E W w z z X FASTEN 30 X 30" H NDICAPPED 111 s� . �_ ._. �� _ : . _ RAH6K5, o4-f - WELD -THpEAD59` _•w Y G{4RYSA14'r 5,MuM MA IM'I1M PASTA PP%IS'f PLATS PARKING ONLY (/Z „^ "`;�`: "° °° _ I%2( GUJ-iG TO `�TUtV2 .• v Y 1 ALA�SKAI SEAT - �. r. - - - AG"( Ae2 6LF_V Y w a 8 E LT CDR UGr I I'( SIJ i'PDPT a z J J 18"X 18" 18" X 12 - _ Y _. 30 X 3 0" 30"X 18" k. _ _ �XT�ID WZ- }T 6I4P 01Zr l GAS'f ALUM. , w Y ? 2 u - : �� " I'RA GI«T I N-Tv cod 11J111T L�TTS L (� d " �- Q oc '1 SST REI.,1 T^,P sG �W 7�4FP _ SEF, vF-T. 5. 3 • o � _ ` 1� �vI-ID1-! N ' T' AUD 60U'r } EY, v' > cr " w LANDSCAPE �� IT A�rAI� �L �.� � w NOTES � _ � J a �� A-11 fD� Q v on 2 w I, GvI�T}zAGTo1� SHALL LOGAT� ALL UTILITI 5S R'RIc71� TO LAiJDSGAPE BLACK �TT� 51ZE � - SIGN LIGHT DETAIL LETTER F GOi.)STIR UGT 101�J . EXI WHITE ONE WAY BLACK / - 2. ALL SHRULi. / Tf�EE 55175 To S5 MLILCPF_D WITH 21 of Wc�v GI-RIP MLaLG 36"X 12" AUTHORIZ D WHITE PEED 1-1�2" - 1'-0" ATTACHMENT DETAI L z II ONE WAY /�� - � Q 3• ALL TREES AI,i0 SR-IRUR35 PLAIJTED ARE To BE ' PAKII�� AID ° LIMIT 3" - 1'-0" J MLIL.GNt:D A1-i AREA �&,I-IA L TO -FP5: PLA�ITI Wem PIT. VEHICLES - W 1 36 X 18 - • 4- ALL f4ATIVE GRASS A�Z�AS SMALL R 5:651vE 6" miwimum TaPSoIL.. 36"X 12" ONLY I 11 i 5�G01�11� SIGN � � U) 5 ALL PLA1-1T MAT1Z I/♦L SSA O I I MAY cxG L!R Oz LL 135 FP M IJURS�R`r G-�1ZC�1,J1.1 �ToG� � ,, U AQ9 5R-IALL 13E Ti4GG D AS 5L1Cj-I. ----11---� 24"X 36" 24 X 36" I • �. AL.I- EIA'fIVE G,1zASS AREPS TO (3E R��I�Ia�TAT�D WITH TI-}-E �; 1= +� A'f'fAG�-1 SlG11J W C2) APP P�� D TOW oo F VAI L- 1,1A-rIVE. SEED MIX C, -rHE: RA-T5 , 1 `I 3/8 cp 13Y 2/Z CARf�IAL�,� OF I�5 Pe-R- I 5Q ;:T r3o�-rs �uT AI WASR r11Z - 1. 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