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Lodge at Lionshead Common Elements and Improvements 2007 Public Works Set B07-0005.pdf
PROJECT CODE SUMMARY : ; o � LODGE AT LIONSHEAD V � INTERNATIO �!AL BUILDING CODE 2003 � ° Main Occupancy Classification and Type of Construction - R-2- TYP2 III- B � o Q P Automatic sprinkler system � �; LO T 7 B LO C K I , VA I L L I O N S H EA D F I L I N G 1 Table 503- Phase I/Fouqr stories plus basement, Pgas P II/ Four Stories plus basement � Q Under 16,000 s uare feet of "area, buildin er floor- see attached allowable floor area calculations � ° See A001 - For area calculations. � a 380 E . L I O N S H EA D C I R . Ocher Occupancy Classificacions shall be classified under Table 302. I . I Incidental Use areas as follows: N Room: Separation: o VA I L CO LO RADO Boiler Room Provide automatic fire-extinguishing system/ plus smoke separation. � � Parking Garage I hour and provide automatic fire-extinguishing system/ plus smol<e separation. � � R EV' D T OV P E R M I T S ET 0 3 . � � . � 00 I waste and Linen collection Room Provide automatic fire-extinguishing system/ plus smoke separation. '- Storage 100 sq ft or over- provide automatic fire-extinguishing system/ plus smoke separation. GENERAL NOTES: Type III B- See table 601 for complete fire-resistance rating � v � i . oo Nor scn�E oanwiN�s. PR�J ECT TE/4M : Main Ratings Per Code: i Structural frame- 0 hr (Table 601 ) � 2 VERIFY ALL DIMENSIONS. CONDITIONS, AND UTILITY LOCATION$ PRIOR TO BEGINNING ANY ARCH ITECT WORKORORDERINGANYMATERIALS. NOTIFYARCHITECTOFANYCONFLICTSOR - � - EXC2flOf�NOII B2aYlllg� W3IIS- I IlY �T3bI2 6OZ� • DISCREPANOESINTHEDONMENTSIMMEDIATELY. K. H. WEBBARCHITECTS P.C. If1Y2YlOY NOl1 B2dYlflg- O IlY �TdbI2 GOI � � � 3. AREASOFCONFLICTSORDISCREPANCIESMU5T6EFULLYRESOLVEDWITHWRIiTEN 710 W. LIONSHEAD CIR. UNIT A Exterior Bearing Walls- 2 hr (Table 601 ) APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTINLAR Vp`� L, CO 81657 Roof Construction- 0 hr (Table 601 ) U ^RE^s PH. 970.477.299(� Corridors serving R-2- 0.5 hr � 4. PLANDIMENSIONSARETOFACEOFSTUD. CENTEftLWEOFSTEELTIMBER, STUDCOLUMNS, OR FX, 970.477.2965 Walls Separating Dwelling Units- I hr i � FACEOfCONCREfEUNLE55OTHERWISENOTED. SECTIONANDELEVATIONDIMENSIONSARE studio@khwebb.�.om Hor. Floor/ CeilingAssemblies- 0 hr I y.� TO TOP OF CONCRETE, TOP OF PLYVJOOD. OR TOP OF WALL PLATES OR BEAMS UNLESS CONTACTS: orHeawiseNOreo. ShaftAssemblies- I & 2 hr (707.4) . . KYLE H . WEBB ! HEATHER BARRIE Exit Stair Enclosures- 2 hr 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE � suraRENOrunireoTOCeiuNCnNOwn�� nouNTeoFixTUaes, ra�Ers. roi�er LANDSCAPE ARCHITECT Non- Combustible material- Concealed Soffit, Overhang, Decks, Lobby Entry, Trash Dum ster, and Over Framed Roofs. � v ACCESSORIES. CABWETRY. COUNTERTOPS. SHELVES. CLOSETRODSANDFALSEBEAMS. COLORADO LANDART� STUDIO, INC. p 6. REFER TO FLOOR PL4NS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR PO BOX 2257 L TYPES. Ea� �E, cosib: i DRAWING INDEX : � 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR PH. 970. 376.297i WINDOW TYPES. AOOO COVER SHE A6 .0 INTERIOR ELEVATIONS- 'HASE I 3 ' = 1 '-0" FA1 PHASE I - FIRE ALARM MISC. NTS CONTACTS: z , ie' CRISTIAN BASSO 0 PHASE I&II FLOOR AREA A6 . 1 INTERIOR ELEVATIONS- 'HASE II 316" = 1 '-0" FA2 PHASE I- FIRE ALARM MISC. NTS e. moROiNnrenuE�ecraicn� nNOnecHnNica� FixTUnESroFiTwirwNCewNCF�ooa L-0 .0 TOPOGRAP S EY 1" = 20 '-0" A6 . 2 INTERIOR ELEVATIONS- 'HASE II 316" = 1 '-0" FA3 PHASE I- FIRE ALARM MISC. NTS aNOwn�� sPnces. veaiFrwirHnacHirecTwHENOivearw� FaonoRnwwcs. SOILS ENGINEER L-1 EXISTING CONDITIONS 116" = 1 '-0" A7 .0 DOOR & WINDOW SCHEDULE FA4 PHASE I FIRE ALARM -15T FLOOR 18" = 1'-0" s. iNrHeeveNrrHnTn�oirioNn� oerqi�soR �uionNCeisNeeoe� errHecoNrancroa LKP ENGINEERING, INC. �-z SITE PLAN 1 " = 20'-0" A7 . 1 INTERIOR DOOR SCHEDULE FAS PHASE I FIRE ALARM- 2ND FLOOR IB" = 1'-0 " FoRCONSr�ioNO�nyr�s Paoecr. rHersHn�uwneoinT�1 EDWARDS, CO � 3 LANDSCAPE PLAN 1 " =20�_� �� FA6 PHASE I FIRE ALARM- 3RD FLOOR � e�� = l�_� � nacHirEC3:. aesaoNSEnnesHnuseoNncnseercnsesnsisnNOSHn�� NOrcoNSriruT� L-4 WINTER SPA ENLARGED PLANS la" = 1 '-0" FA7 PHASE I FIRE ALARM- 4TH FLOOR 1g" = 1'-0 �noewvwTHePRO�ecT. �,",,,s_ i PH . 970.926.908E L-5 SUMMERPOOL & SPAENLARGEDPLANS 14" = 1 '-0" 51 STRUCTURAL- SPECS . i � �M� \1 �_ �„ „�„MMM�„M� - � FA8 PHASE I FIRE ALARM- 5TH FLOOR 8 ' = 1 '-0 FX. 970.926.9089 L-6 SECTIONS i4" = 1 '-0 " S2 STRUCTURAL- PHASE I STAIR TOWER VARIES FA9 PHASE I FIRE ALARM- LOFT FLOOR 18" = 1 '-0 ��%Y 10. THEGENERALCONTRACTORSHALLBERESPONSIBLEFORSATISFYINGALLAPPLICABLECODES CONTACT: LUIZA PETROVSKA L-7 SNOWMELT PLAN S3 PHASE I ROOF FRAMING� DUMPSTER FOUND.� AND08TAININGALLPERMITSANDREQUIREDAPPROVALS. THISPROfECTISGOVERNEDBYTHE L-$ PLANTING DETAILS NTS PHASE II ROOF FRAMING/LOBBY FOUND. uNiFOanaui�owccooe i9s� eoinoN. conPUnNCeisnnNOaroav. rHecoNSTaucnoN STRUCTURAL EVGWEER FPl PHASE I RRE SPRINKLER MISC. NTS oocuneNrssHauNOraeanirwoaKTHnrooesNOrcoNFOanTOnuae�EVnNrcooes - - L-9 DETAILS 54 PHASE II FOUNDJLEVEL 1 DECK PLAN FP2 PHASE I FIRE SPRWKLER MISC. NTS iNC�uoiN� iNUecnNOn�� �ocn� nNOaecioNn� cooes. KRM CONSULTANTS, INC. L-10 DETAILS/ ELEVATION SS PHASE II LEVEL 2/ LEVEL 3 DECK PLAN i �� _ FP3 PHASE I FIRE SPRINKLER 15T F�OOR e - 1'-0" PO BOX 4572 AE1 .0 SITE LIGHTING PLAN 1" = 10 '-0" 56 PHASE II ROOF FRAMING FP4 PHASE I FIRE SPRINKLER 2ND FLOOR le" = 1'-0" ii . rHecENeaq� coNrRncroanNOSUecoNraa.croassHn�� Fie�ocooaoiNnTenNO -1 GRADING- DRAINAGE PLAN ��- 57 PHASE I FOUND./ MAINT. ROOF FRAMING 1 „ _ �� VAIL,CO 81658 � FPS PHASE I FIRE SPRINKLER 3RD FLOOR e - 1'-0" oerniNnaPaova�sFROnrHenacHiTecrieN�weeReeFOaeaNVCUrriN�. NOrcHiN�. oa G2 GRADING- DRAINAGE PLAN NORTH 58 PHASE II FOUND./ SKI LOCKER ROOF FRAMING FP6 PHASE I RRE SPRINKLER 4TH FLOOR 18" = 1'-0" � DRILLING OF ANY CAST-IN-PLACE CONCRETE STRUCTURAL FRAMING. OR ANY OTHER PH . 970.949.939 I � C-3 GRADING- DRAINAGE PLAN SOUTH � 59 DETAILS STRUCTURALELEMENTSWHICHMAYAFFECTTHESTRUCTURALINTEGRITYOFTHE FP7 PHASE I FIRE SPRINKLER STH FLOOR lg° = 1 �-O ° � i- FX. 970.949. 1577 C-4 GRADING- DRAINAGE PLAN DETAILS coNSraucnoN. - � �wwv FP8 PHASE I FIRE SPRINKLER LOFT FLOOR 18" = 1 '-0 " `"' CONTACT: MIKE STRUMPH D1 .0 DEMO PLAN/ PHASE I LEVEL 1 316" = 1'-0 " S10 PENTHOUSE REMODEL �PECS/ DETAILS � � iz. rHe �eNEan� coNrancTORSHnuvEaiFrauexisriN� canoESaNOSCn�eourrHE Dl . l DEMO PLAN PHASE I LEVEL 2 3 � �511 PENTHOUSE REMODEL ROOF FRAMING PLAN � � L GENERAL CONTRACTOR � 16 � = 1� 0 " FA1 PHASE II FIRE ALARM MISC NTS � BWLDINGFOOTPRINTFOROWNERANDARCHITECTAPPROVALPRIORTOBEGINNINGANYSITE - - - �-- D1 .2 DEMO PLAN/ PHASE I LEVEL 3 3 �� _ 1�_��� �12 ^ DETAILS �` ^ M^ ^ ^ ^ \� I � woaK. EVANS-CHAFFEE CONSTRUCTION 316 -,. = = FA2 PHASE II- FIRE ALARM MISC. NTS �� o PO BOX 8266 D 1 . 3 D E M O P L A N/ P H A S E I L E V E L 4 16 ' = 1'-0" FA3 PHASE II- FIRE ALARM MISC. NTS � � o D1 .4 DEMO PLAN/ PHASE I LEVEL 5 3 " = 1'-0" M1 .0 MECHANICAL SITE PLAN 13. THEOWNEftHASBEENADV6EDTHATDUETOHARSHWINTERCONDITIONS, ROOF & DECK 16 FA4 PHASE II FIREALARM -GARAGE " = 1�-O�� � yj � SURFACESMUSTBEMAINTAWEDREASONABLEFREEOFICE & SNOWTOENSUREMINIMAL AVON� COHI �JLO D1 . 5 DEMOPLAN/ PHASEII GARAGE 3 " = 1'-O" M1 . 1 MECHANICALLEGEND� SCHEDULES Q, �� >- i5 FAS PHASE II RRE ALARM- 15T FLOOR ls�� = 1'-0" o � Paoe�enswirHrHesesuaFneES. 3 , M1J PHASE II GARAGE MECH . PLAN � � o0 0 PH. 970.845.0466 D1 . 6 DEMO PLAN/ PHASE II LEVEL 1 16 ' = 1 ' -0" FA6 PHASE II FIRE ALARM- 2ND FLOOR 18" = 1'-0" �+ v D1 . 7 DEMO PLAN/ PHASE II LEVEL 2 M1 .8 PHASE II LEVEL 1 MECH . PLAN �/f FX. 970.845.0465 3ie° = 1 ' -0" FA7 PHASE II FIRE ALARM- 3RD FLOOR la�� = 1'-0 � Y 14. SUBSTITUTIONSOF "EQUAC' PRODUCTSWILLBEACCEPTABLEWITHARCHITECT'SWRITTEN M1 .9 PHASEIILEVELZMECH . PLAN � nPPaovn�. CONTACT: COLLEEN BUTLER D1 .8 DEMO PLAN/ PHASE II LEVEL 3 3ie�� = 1 '-��� M110 PHASE II LEVEL 3 MECH . PLAN FAS PHASE II FIRE ALARM- 4TH FLOOR le" = 1 '-� O Vf °`0 ° MECHANICAL ENGINEER D1 .9 DEMO PLAN/ PHASE II LEVEL 4 3ie" = 1�-��� M1 . 11 PHASE II LEVEL 4 MECH . PLAN ' � �� := `"' is. insTHeiNrENrnNOnenNiN� oFrHeseooeuneNrsrHnTrHe �eNEan� coNraneroa -- - - M1 . 12 MECH . BOILER SCHEMATIC & BOILER ROOM FPl PHASE II FIRE SPRINKLER MISC. NTS J � � a+ ANDEACHSUBCONTRACTORPROVIDEALLLABOR, MATERIALSTRANSPORTATION, SUPPLIES. BIGHORN CONSULTING ENGINEERS, INC. A2 . 1 PHASE U LEVEL ONE FLOOR PLAN 316= 1'-0" FP2 PHASE II FIRE SPRINKLER MISC. NTS Q� � � EQUIPMENL ETC TO OBTAIN A COMPLETEfOB WITHIN THE RECOGNIZED $TANDARDS OF THE 3 � 1 � �� a� , • • wousrar. 569 S. WESTGATE DR. STE. I A2 . 2 PHASE U LEVEL TWO FLOOR PLAN 16 ' = 1'-0 " FP3 PHASE II FIRE SPRINKLER GARAGE 8 ' = 1'-0 " � � � N _ GRAND JUNCTbJN, CO 81505 A2 . 3 PHASE I/ LEVEL THREE FLOOR PLAN 316= 1 '-0" E1 .0 PHI ELEC. ONE LINE DIAGRAMS PHASE I � FP4 PHASE II FIRE SPRINKLER 15T FLOOR 18" = 1'-0" o ' �a ie. n�� coNSraucnoNisroFirwirHiNrHeaui�oiN� eNVe�oPenNOioaoursioe PH. 970.241 .8709 A2 .4 PHASE V LEVEL FOUR FLOOR PLAN 316" = 1'-0 " E1 . 1 PHI POWER PLAN & PANEL SCHEDULES FPS PHASE II FIRE SPRWKLER 2ND FLOOR 18" = 1'-0" � � � � sersncKSwiTHOUrcRenriN� ensenENrs. NoTiFrnRCHiTecnnweoinre�roFnNV A2 . 5 PHASE I/ LEVEL FIVE FLOOR PLAN 3 " = 1'-0" E1 .0 PHII ELEC. ONE LINE DIAGRAMS PHASE II FP6 PHASE II FIRE SPRINKLER 3RD FLOOR 1 " = 1 '-0" - ° o�seaePaNaes. FX. 970.241 .9514 A2 .6 PHASE II/ GARAGE FLOOR PLAN 316" = 1'-0" 1 . 1 PHII SH RT CIRCIT CALCS, DIAGRAM & CALCS FP7 PHASE II FIRE SPRWKLER 4TH FLOOR 18" = 1'-0" � ° 3 CONTACTS: BLAINE BUCK, PE A2J PHASE II/ LEVEL ONE FLOOR PLAN 316" = 1'-0° EL2 ELEC. SCHEDULES AND DETAIL O � = � 17. THEGENERALCONTRACTORSHALLFlELDVERIFYTHELOCATIONS OFALLEXISTING 3 � E13 PHASE I LEVEL 1 ELEC. PLAN UTILITIES. ALLUTILITIESSHALL6ELOCATEDTOMINIMIZEEXCAVATIONANDVEGETATION MECHANICAL CONTRACTOR AZ .H PHASE IV LEVELTWO FLOOR PLAN lg ' = I.'-O" J Q � �nPncrsrorHES�Te. COMMERCIAL DESIGN ENGINEERING, LTD A2 .9 PHASE II/ LEVELTHREE FLOOR PLAN 316° = 1' 0" E1 .4 PHASE I LEVEL 2 ELEC. PLAN � m A2 . 10 PHASE II/ LEVEL FOUR FLOOR PLAN 316�� = 1 � -0^ E1 .5 PHASE I LEVEL 3 ELEC. PLAN ^ 18. THEGENERALCONTRACTORSHALLMINIMRETHELIMITSOFEXCAVATIONANDTAKE 1003 WINTERS AVE. qz . 11 PHASE I & II ROOF PLAN 316" - 1 ' 0° EZ . G PHASE I LEVEL4 ELEC. PLAN � � ADEQUATEMEASURESTOPROTECTALLVEGETATIONBEYONDTHELIMITSOFEXCAVATION. ALL GRANDJUNCTION, CO HISOI El . � PHASE I COVERED PARKING ELEC. PLAN � AREASOFDISTURBANCESHALLBERE-VEGETATEDTOBLENDWITHTHENON-DISTURBED A212A ENLARGED PLAN 1Z11 = 11-0�� EZ . H PHASE II GARAGE ELEC. PLAN O J PH.970.245.0595 A2 . 12B ENLARGED PLAN 1 " = 1 '-0" V LANDSCAPEEXCAVATION. ALLAREASOFDISTURBANCESHALL6ERE-VEGETATEDT08LEND z E1 . 9 P ASE II EV L 1 ELEC. PLAN WITHTHENON-DISTURBEDLANDSCAPE FX.97O.24S. IOIS A2 . 12C ENLARGEDPLAN lZ" = 1 '_0" r�^--�-��^-���-�-�-�-^-�w-^^=���--�--�-� � � A2 . 12D ENLARGED PLAN i �� '� E1 . 10 PHASE II LEVEL 2 ELEC. PLAN CONTACT: STE\ E KING z - 1 -� E1 . 11 PHASE II LEVEL 3 ELEC. PLAN 19. THESOILSREPORTISAVAILABLEFROMOWNER'SSOILSENGWEER. AZ . ZZE ENLARGEDPLAN 1z° = 1�-O�� � ELECTRICAL CONTRACTOR E1 . 12 PHASE II LEVEL 4 ELEC. PLAN ( 2�. GENERALCONTRACTORSHALLVERIFYALLSITEDEVELOPMENTWITHLANDSCAPE - - A2 . 13 PHASE I� LEVEL 1 REF. CLG . PLA lz° = 1�-O �� �� ,���.�,_._."""� ��.� r�.._�..J coNSTrtucrioN oocuneNTS. rHesire Pia.N a Foa c2noiNC nNO u,NOSCnae Pi.oN is Foa EC ELECTRIC I A214 PHASE I/ LEVEL 2 REF. CLG . PLAN 3/16" = 1 '-0" E1 . 13 ELECTRICAL SITE PLAN �.avour: nNroiseREPnNaesveaiFrwirHnacHiTeer. HO METCALF RD. UNIT C3 A2 . 15 PHASE I/ LEVEL 3 REF. CLG . PLAN 3/16" = 1 '-0" E1 . 14 ELECTRICAL SITE PLAN P R 0 J E [ T : 2329/ 23 A2 . 16 PHASE I/ LEVEL 4 REF. CLG . PLAN 3/16" = 1 '-0" AVON, CO 8162D E1 . 15 ELECTRICAL SITE PLAN w�`���^^���w�^-�^-�^-�^-1 A2 . 11 PHASE I/ LEVEL 5 REF . CLG . PLAN 316" = 1 ' -0" D R A W N B V : r 21 . CONTRACTORTOCOMPLYWITHSPECIALINSPECTIONS- IBG1704. I . IBUILDINGPERMIT �, PH. 970J48.0934 A2 . 1$ PHASEII/ GARGELEVELREF. CLG . PLAN 31fi�� - 1 ' -0" D A T E : 03.2 0 � REQUIREMENT. � I ���q���,_„� M„ ,�� FX. 970.748.0935 A2 . 19 PHASE II/ LEVEL ONE REF . CLG . PLAN 31b" = 1' -0" �22. THEPOOLANDSPADRAWINGSSHALLBE WCLUDEDASADEFEREDPERMITSET� CONTACT: DUSTIN RIDDLE A2 . 2O PHASE II/ LEVEL TWO REF. CLG . PLAN 316" = 1'-O° I R E V I S I O N S : ����. �-��� �..� i0 FIRE SPRWKLER CONSULTANTS A2 . 21 PHASE II/ LEVEL THREE REF. CLG . PLAN 316" = 1'-0" - - - A2 .22 PHASE II/ LEVEL FOUR REF . CLG . PLAN 316" = 1'-0 " TOV BLDG. PERMIT SET 1 � BFPE A3 .OA ELEVATION KEYNOTES NTS c PO BOX I068 A3.0 PHASE I ELEVATIONS 316^ = 1'-0 ^ �1 REV'D TOV BLDG. PERMIT „ /� WESTMINISTER, CO A3. 1 PHASE I ELEVATIONS 02 REV2 TOV BLDG PERMIT S '. 1 31fi�i _ 1 � O�� V PH. 303.933 . 1555 a3 .z PHASE I & II ELEVATIONS 316" = 1'-0" � CONTACT: PERP,Y MATTHEWS A3 . 3 PHASE II ELEVATIONS 31fi�� - 1'-0" � A3 .4 POOL ELEVATIONS 1/4" = 1 '-0" WATERPROOFIPJG CONSULTANTS A4.0 SECTIONS 14" = 1 '-0" � BUILDING CONSULTANTS & ENGINEERS, INC. qq . 1 SECTIONS 1,^ = 1 -o" � � 1520 WEST CANAL COURT, STE. 240 A4 . z UL DETAILS NTS /� LITTLETON, C080120 A4 . 3 WATERPROOFING DETAILS VARIES � � PH. 303.350. 1000 A4 .4 WATERPROOFING DETAILS VARIES ^ p A4 . 5 DETAIL VARIES `v CONTACT: LINDA MCGOWAN, PE ,�\ q4 .6 SECTIONS AT PENTHOUSE VA E M ��`-� A4.7 WINDOW DETAILS VARIES �� . A4.8 DOOR DETAILS VARIES ./� � �y,,�, �"" NV. = 8134. 0' xw� "- - - --�- � � ` � � _�,./�� � �:,`'�,� �� �� �-I- � � ` 8141 . 1 8141 . 2 8141 .4 '- -�c - - � __ •"^" ,��° �;�� - - E.; . 8141 .4 � 4B141 .3 � �g141 .3 - x - - x - - - D � � 8141 , 1 8141 .1 8 41 1 . 0 - --��--- 8140. 9 � -' ,..--x 8143.9 � �,,'�^' � � �^ INV. = 8139 . 8' si4o.9 - INV. = 8137. 2 �___. -�'"� � ���` � � IN \/. = 8� 38. 8� 8140. 9 '� �' - *--- _-___ _ � ---- -_"'_. 8143A `` .��. Orn VJ � �P I I 8141 . 1 6141 . 2 �8141 .5 $� a� � INV. = 8138. 6 � 8�-. 1 RADIUS = 173 . 00 ' �- €����T ,�s ��� � � DELTA = 28 '06 ' 05 " �� S .�Q``�� J ��� �� EAST LIONSHEAD CIRC � � , _ .-� . � _ �� � LE ( ) r ^ _. ��� , ! �`�.� w . . t � , �rt ��a_� aiai . $ � ai4i . � � R . O . W. ., � � � � - UTILITY EASEMENT ,� 18 CMP ARC t� �� 7 �:. ____ � � I - . �` ` G ��-�'� ° '�- 8141 . 8 � � f ff � _.. Ns� •23' aa" E � �8 V J - -�-�- . �---- ._.�� S86 5318 E TAN GEN T = 43 . 30 ' - � � ��j�" � �� ��-� ��.�. .� �.� �------ x.,, � � .� �814D. 5 j ��, 6�1F� �••�..�__ `�v'�+� l �� m..� .�'-_._--..._ 8141 . ei4o. 4 ,w . t� s� 4i . i . > » _� �';"� �"�.��'��, _._ �..,�?pai' 3 . . � M pq FOUND #5 REBAR I I � SV6 'S3 ' � G7 » E � „.,..- �°�`��`5��.. �� ,,. � � , __�.. . _,,� �s�q ..-.� �,°.�. ."��° . � i�"� .. �. �_ F ,� .� �.�... � o. ,,,-.,,_ . . � ,�� }_ _ _ . � � , S86 5318 E -- 6 25 ' r � . �� ��� -� ��a� ��� 80 . 00 CHORD = 84� � Fo PIN AND ��` w``� � ' _._ ..__. � 6�� ,. �� .. -�_ � � M Q _ UND ' � `�N�t, 6 °- w ..._. . ; , , . . r, �,� � � � '� � �` �--==�-z-�v.,. � �°~-� � �k - 6 5 U� � � ..� - .�� __ v , _.�. � ,�_ � _. _ P�. � � _�_�. , � _� � �� : --_N�.. � �---- _ 5, 27 " E � _� .�_�_�. ��-� . r � . � . �x � w. __.v.._� ' PH ? , � � -��'�"""�� �� t�749:�-,..-� --, � �r� � � ��,"�` , 154. 00 8, �o. s .� ��._ �.._. �. Y w _w �� � � � � .� .��"�� . . ".:�..::.".., 4�.�r .,..�_ _.. 6141.0 8141 .9 „_._.. ��}�°$° "' 8143. 4 �8139. 0 �. ,�. .. 4 � wv C � �� ,� � � � � - x --"J���= �°` _ ��� . � ° ���'; �" INV. = 8135. 6 - " - - � . .x 8143. 7 ��"�� � � f .� $1�39. 0 139 �- �� 42�.6,... _ ,_ y�� �,� � 8138.8 . �,._.. �� �`�a ���C w._,_, .... ? , C .�,� " wv °�_'�3���,.,r �;. � '� �� µ`"� w ...� , . _. ��� ��a� � �. a 8138.0 .` "'^,."�0 ,� . - O � � � , � � '� �� � _ .�m_,......:....•$3 �$� E , . """°" --- w ;�. � 8139. 1 72 2J 8136. 8 _ .::,:. � ,..v m_.. . . .� aa� .�..- _, �a.l 8138. 9 � yY� 13 8. 4 � � ��°� �s °'�'•M. , � �4 i_e�� �.� �� ' 6135. 9 � ...��� ,.�.� . m�..r..,� "` -----------_ ` �a u� � ,�' � � s 8136. 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" � ; ,x � , �� , ' ` ' ` r� � ., � � � :; N � � � � . � � _ , .. x .. . � �; .:. � . _�„ .. � 1 ) DATE OF TOPOGRAPHY: 11 / 15 / 2003 , UTILITY LC} CATIONS ADDEQ MAY 2004 � �j o � ELEC . METER /TRANS. QD MANHOLE ( DRAINAGE) SURVEYOR � S CERTIFICATE N � � FIRE HYDRANT QS MANHOLE ( sEwER) 2 ) PROPERTY DESCRIPTION : LOT 7 , BLOCK 1 , TRACTS I AND J , VAIL/ LIONSHEAD , FIRST FILING AND LOT 6 , \ o � -(� FLAG POLE pH PEDESTAL ( PHONE) A RESUBDIVISION OF LOT 1 , BLOCK 1 , VAIL/ LIONSHEAD , SECOND FILING . I , SAMUEL H . ECKER , A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE � OF COLORADO , DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY � � INLET � s� �N ( SINGLE POLE} 3 ) NOTICE : ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY SUPERVISION , AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE . W � w � LIGHT POLE TREE EVERGREEN DEFECT W THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT . IN NO EVENT, Q � z �� � � MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS ° ° �' C� MANHOLE ( COMMUN . } ��R TREE ( DECIDUOUS) FROM THE DATE OF CERTIFICATION SHOWN HEREON . QE MANHOLE ( ELECTRIC ) � METER ( ELECTRIC } 4� THE BOUNDARY DIMENSIONS , EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD ------------------------------------ BUILDING/FOUNDATION PLATS FOR THE SUBJECT PROPERTY AND TITLE SEARCHES PERFORMED BY LAND TITLE GUARANTEE SAMUEL H . ECKER � - - - - - - - - - - CANTILEVER - - - - - - - - - - - �ECK COMPANY, ORDER No . VC50002952 , ORDER No . VC50002953 , AND ORDER No . VC50002954 , ALL DATED COLORAQO P . L. S . No . 30091 � � � - - �iRT RoaD /P,arH /wa �KwaY SEPTEMBER 17 , 2003 . FOR ANQ ON BEHALF OF U � - - - - - - DRIVEWAY/EDGE OF ASPHALT GORE RANGE SURVEYING LLC r.,� - - ENVELOPE/SETBACK 5 ) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. O �-o ❑ ❑ ❑ FENCE RAILING 6 ) REFER TO THE CONDOMINIUM MAPS FOR THE SUBJECT PARCELS FOR FURTHER DESIGNATION OF THE � PROPERTY LINE >,; m UNITS LIMITED AND GENERAL COMMON ELEMENTS THEREON . _ PROPERTY LINE ( ADJOINING) ' ' • m �., 4� . f �t . ., �ti y i w, � 0 � �""� � _� '� Y z STONE RETAINING WALL � v '� �� �-�� r ,� - .a�� � ,- � «��'� �� = � � �" � 7 ) BURIED UTILITY LOCATIONS SHOWN HEREON WERE PROVIDED BY OTHERS . GORE RANGE SURVEYING LLC � - - - - FLOWLINE OF DITCH ASSUMES N � RESPONSIBILITY FOR THE ACCURACY THEREOF . o � � 4 ' . � �O OO OO 40 CJ O O /;\ � � ' � �aaF� - ?C. � � Fi 1\�` x , � ��y��` c� 1 MC :.. �_. � q f � � � � � b \ , . :. , . 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CONNECTION ; � � , �, ,� ' , , ; . _ ;�. i � � � ) @ � . �� : ' 30 . - _ , � EXISTING FENCE ''� ' : � ' ' > � �, � �� _ �_ �� 3 RISERS 5 , " _ . rt, � ' 47 L-9 ^ HANNF '_ SYSTENI ;NITH BLACK COATED STEEL DL F � UNCRY & Sl; ? PLY - FOR PHASE II ,;� �L` ' l -.__._ � TREETOPS AND LODGE AT LIONSHEAD ENTRY SCALE I 16 0 , � � � � � 43 74 - iNCH � iAti ETER - i,� E � �aN -� R � RA � �ti� s - c � - � � . ° •' . FRAM � A �; �; ACO �G7_ OC JU (' TILE IRON Fl � ,4 � RATE �' _ ! TO � XI � TIV' G ? � � IMETER � - �.. -- � (2) TREADS @ 1 -0 a :� , � r, ; , , „ � �-, a PHASE i - =� AT �RA E LOBBY �� RA �� . � �� � � TER oRa Ns M � S- HA � _ ,�� _ � � �c� GENERAL NOTES. 84 � ' CONCRETE STEPS , ; , _: , F _ � , � , LANDSCAPING (8130 fi , � FIRE DEPT. CONNECTION FOR PHASE I ENTRANCE COURTYARD � � ER �o ~ � . = �,- NT c ' � cc Nc oF THE � � � CJ DRAINAGE: ; � WIHANDRAIL P � RiM - ,�_ R � � A � N . , � � . SEE SHEETS C- � , c-2, c-3 AND C-4 FOR COMPLETE DRAINAGE DETAILS AND (SEE SHEET L-3) ' `��� � �' CONCRETE BAND ON BOTH CONCRETE STEPS , J W/ 'BORGERT' PAVERS PHASE il '' � � ' '� ' ' � s , . ' F; . � •y : . .�0.3 . . .-. ' - ALL 'HE ROOF DRAINS FRON: `Na NA N � i � � SPEGFICATIONS ` � ' - + $O .S FNrR � ro QE caNNFrTFO �E�c�v c� noE I. � ,.. I � _ _ SIDES OF PATH W/ HANDRAIL �SEE NOTE # 7) EXISTING FOUNDATION DRAIN ' . TC THE pIL AND SAND W iERCEPTOR ` : ���� \,�� ; 2. SEE SHEETS G- I , G2� C-3 AND C-4 FOR LOCATION OF ALL EXISTING AND ° >s i ,r. , . ; � � 2 ^ � : _ ` � 8� 28 PAVER PAT�I ACCENT PAVERS '�- TRACT i � , -� �; � , ` � � � " ��� � �- - SEE SHEET C-1 FOR COMPLETE DETAILS � - �� �� � � c� cK � , : � � ON PATIOS exir � i � :� . - � = J i PROPOSED FOUNDATION DRAINS, ROOF DRAINS AND ROOF GUTTERS FINISHED CONCRETE . - ' ' � SITE FEATURES: STEPS WITH HANDRAIL (TYP.j ' � � __ . . . � ,. I . EXISTING WOOD FENCE ALONG BIKE PATH TO BE RELOCATED OFF OF ` ,5 �� ' ' 3 � ' � '' r � � .: � : � _ , ; �� , + COURTYARD W! PAVERS `' � j I_ -_ _ - ,. - :. , . ; : a : , :; =: .., . ; : + �. _ .. : ; : , , _ :: � ;i (0 . 119 RE , i r - � _ ..: . :. : „ . . _ , , " , . :.., , . ;.. : :.: : �{', .. : , . ,.._, , . , ;- :; _ � _ �' : �; . ', . _ � . _ � . 9 � , . . . , ,�'.. a.a.� , ; , .: .; _: : .Q , - , .�_, . .., . , : .:.: ..s.: , , . . ._ _ ..: ...::: . :: .... -y--."'� 3 ._ c . T.O.V. PROPERTY. FENCE TO FOLLOW SOUTHERN MOST PROPERTY LINE. 3 26 2007 , T EX�T , , : <_:_ _ ..� . , , .,.:., ; , :_ , , . . ._ .,.. _. I ,_ _. . , � . , :. ; . ; , : , .,. , . : , , :._ : ; , . ; /o , � ' ` `S�'' i , _ , � : : � fo ; - ; ; . . ; ; : _ �� : ., :. , , . , , , , . . _ . . (SEE SHEET L-4 PLAN/L 6 SECTION) , , ,., , : . . . . ' , , ' -----_ � . � . _.. ;:: ; , , �°�a ■� , . .. . i .:;' , ,., : .. q ,. ..: , .. . , . p : . w �i ,�+� : � J r. / I NG ND G TAIL WITH ARCHITECT SHEET A 3.4 --- _ + : , : , , ; > 2. VERIFY ALL HANDRA LI A RAILIN DE : .: + 26 . ; � ; r;. _ :.: ; ; ,:�, ; . : ' � �O . : :. . ':, � ' � 3: �a .a. _ , /� i _ , 26.3 � ; .� , . . ,.; ; . ,� . : _: , � ,_ . . � � ._. _ . , . . ,; � �: : , , . FIRE DEPT. ACCESS -KEYED GATE WITH 3' ' \� � \��.�--- V ; 3. VERIFY ALL LIGHTING SPECS AND LOCATION WITH ARCHITECT ; . � : . 26 •42 + `�-�;"�n� ; , „_ , . -, : -� ;.� � � -- �. 1 `' � ' _, � % ; . • Ve � s ; ,� „ . �6 26. 58 = �2-�..��_ : __�. ; : ; -; : : ; , _ ; ;: . , .:. : , R A DIN � I ': � � �o , , ! ; ! : � � - �; , - ,. � , ,. � ; � � 4. BBQ. THE EXISTING GAS BBQ GRILL IS TO REMAIN. SHUT OFF VAL LOT 6 - BLOCK 1 , , , + . , + . . �-�� ,g �' , , � _ iN , ,,, • -� -- --, _ L N G 11 , , ; _____ , � J, 3•26-2007 � :. : ;. , , . ' ,. .� , .: ; _ TO BE LOCATED IN POOL EQUIPMENT ROOM. METER TO BE LOCATED ON , , (landing) . , � � .. -- � +- ;; '-i ! __' � ; i � , �� � '� � ;;, , , � " >� � > ; . ^+ � � � AME � E � - -� __ 2 .o . + ; - CURB ININ . 3 W/ HANDRAIL (SEE SHEET A 3.4) � ,�; __ - - � i }J,. � � . '�_: :.: . � i .43 y� •.;.. . � - i � � . THE EAST SIDE OF PHASE II BLDG, TO THE SOUTH OF THE GARAGE ENTRANCE. ' � ' ''S � �' , + ` -� ^ (8126) ; , .. ; , ._; . .�»,r.�, ` �. , '; ` . � / ; \�' _;. ' __ROOF DR ,4 ; �i _- � , . � (812&j :.,, , ,. ::.. °- ... � , . .., ' ' . `� ' ' i `'� � ^. 1 _ �.._ :� PROPOSED STORAGE � _ . -- � . - , r T�� , - , � � LI HTED CONCRETE RAMP ADA 12. 1 ` _ . � � < � , � REFER TO MECHANICAL ENG. DWGS. FOR ALL LOCATIONS (SEE SHEET M 1 .� ; , , ;.; K . . ..: , iCa � - - -- --- . ..:. , � / ... ._ v, s, --{ -, ��3;1 ' , r. < „ �, � � _; 1 � °; . � � . , � --- . ,_ , ,. . ,, ,, ; � , .. > �� �� - --iJAYI�_ IGH i DISC �-IAhG �: :,,, , , I � . ; � 5. REFER TO L-2 FOR ALL DRIVEWAY/ENTRY DESIGN IN COORDINATION WITH . ' , � - ' NCfi Gi ,� �v! . , - / ` ,�. � '. ' � FIRE DEP . � , --- - ` " ; , ,T ; 26. 1 60 x 60 LANDING SEE SHEET L-4 8 A 3.�L , , �, r � ; ._ , i � TREETOPS PLAZA. � , .b _ � 0 _ _ ` � 70 � Dr� �aiN ; ,_ : ; � - , , , � . . � -- . . � Iti 1 C; f� , �'J ,� � Gr - . , �, � i��� -` :... . ; li€ c i j i - � �. _ � / ACCESS KEYEU 8 9 �o „ - -I `, , . PROPOSED LANDSCAPING (S�E SHEET L 3) 6. LIMIT OF DISTURBANCE > I .0 ACRE: COLORADO STATE STORMWATER (8124) j ` � � """`°` `� ! ° E � ; � � � " r I � � 1% I� RAIf,,! � ( T`'P � ,,. �� r �„ �. ... ... �P� � � ,� _� � I'✓IE ,'�, T DISCHARGE PERMIT TO BE OBTAINED PRIORTO CONSTRUCTION. FENCE TO FOLLOW ; S � � �- =; - ` .- . GATE TO POOL 12 �3 �4 rs � �"" 3-26-20o7THEP00LANDSPADRAWINGSSHALLBE3UBMtTTEDASSEPARATE �„ , I % (8122) _ ` ._ .., 4.. �. I - � � PROPERTY LINE � --"' � � '� s�oPe - - - �_- � � � � "DEFERREDPERMITSUBMITTAL" � �, ' � ,j , , ; ; � � , . � 1 .__ t � ; � ;: m•P.� i "�� . � � ', � , .; � 3 . 5% � �C_; � (8120) � � - - � �� � � ' � ��; � � � � CMU BLOCK RETAIN WALL Wl4" STONE VENEER W! ' � , _ � �8 �9 � _ �6, � , " . ; � o 0 � ` \ NATIVE � r �; � PHASE II TR os ,� • �� GUARD 8 HANDRAII (SEE SHEET A 3.4 $ SHEET L-4) I " / � IRRIGATION: ^ 8122 �� ` ; _ _ � � , � + � " , . . _ � � . ALL IRRIGATIOI� TO BE REPLACED SET BACK �TYP.) ' �_f u,�.,,� � 11, � � . PLANTI GS \., ` _ ,����'�;��' _ _ -_ � ,, ; � ' ; : . _ , _ \ _. "WINTER" SPAAREA 3.5' ABOVE �OOL � ``,. � ' ' DRAINAGE ! v ; . , � `: . 1 ; � ■ TELY 2 ENTYZONE ILL BE NEEDED ;'I � ;_: ; ,, , . ,� , F� �- r �r� � o �F , • > , � ,, ,.. - , �� . . . ;` � + f° , <. :�. . � : � ,. , c� : , . � 2. APPDXIMA ( o) Tw s w , . ,. ; SEE S ET L-3 - � � r __ : . - . . 1,3 (SEE SHEET L-4 PLAN/L-5 SECTION) f � ; EASEMENT � � -. � �;: , _ . 3 . INSTALLATION OF BACKFLOW PREVENTERALSO NEEDED ` I � � : � � � ,' (��� °�� �� �; � '- � ?+ a� ! ` I � , � , � .,� � , �s) rReA�s � � -o i . ; .. , , : ' 2, � :; (HATCHED : . 'r. . , . ; � :� (REFER TO SHEET A 3. � , T DEN �SEE SHEET L-3� , � �\ . � GAR 4. VERIFY ALL IRRIGATION LOCATIONS AND TYPES WITH LANDSCAPE ARCHITECT HANDRAILE REFER O ; 16I , ` ` °° j 3 ^ } OULDER AND PERENNIAL� Awi �� cs Fo :� ;: u ? �[= � ,Gr� �� � , : ` �, � AREA) , . - ° ' � x � DRIVEWAY I PARKING PAVING: � � � 3 �� � ' , + 2 . � � , � , sF � ARr. � i � �� E c1u � A � � _ i � ; �;, ,:. � � �''_,, I SHEETL-9 #3AND � � � � ��.� � . _ � �� + � � /o� � ���_ � � � ��� � � � oGVNSF� ouT ���_oc ,� rioNS-� ,, , , . �" �` ; � ��` 3 X3 SCORED TOOL JOINT COLORED CONCRETE TYP � I . / '�°�� ' i 1 . ALL PEDESTRIAN AND MOST VEHICULAR SURFACES TO BE SNOWMELTED .� 20 � � � - -- --- �' � � �� � • _ ; '��: �� � """"" � � � � � , i ; �' � � � DATE DESCRIPTION A 3.4 FOR DETAILS = 7' ' L'9 T� E � N �ro , � ' Y wE �_� - � � �� 22• I ; (REFER TO BIG HORN ENG. - SNOWMELT PLAN AND SHEET L-7 FOR COVERAGES) � �.::� `'. , F � � , � _ , � ! �� � � "� .., �� ��� • � � � rt�� . 3ETTED SPA SYSTEM WATER TO OVERFLOW � �� n �� '�� � � �� „ � �e . , ; c: c, � '�,- - „ � � � F� � � s � E � := i � � � �� ' � 4.54 I � � '� � : �� ' REV: JUNE 6 , 2006 2. DRIVEWAY AND PARKING PAVERS TO BE SELECTED. CONSIDER BORGERT SILT FEN��. , �, , �' ��, - Gt� � ; !��� ��- � -- _ � ��� ����, � ; . 75 ' � INTO POOL SEE SHEET L-4 � � ' � % � '��� ,� �� � � � � AND OAKS PRODUCTS FOR PRICING ? / OPEN SPACE CONCRETE STEP �; '� 4 �I FFE2a. � � 1 == �'' FINAL DRB SUBMITTAL .� �. 3 . VERIFY PAVER SELECTION AND PATTERN WITH LANDSCAPE ARCHITECT LIMIT OF � � .� . . � ,` . . , " � o ` � CONCRETE STEPS W/ HANDRAIL (SEE SHEET A 3.4� > � ; ; �, �� I , � ,, , J ` '� PAVE WAY , , � �_ _ �1 . �;' �� 1 , i SEPTEMBER 11 , 4. COLORED CONCRETE BANDING ON 10%- 12% SLOPES ON DRIVEWAY AS DISTURBANCE �TYP.) - � . . ;' � �,,'�� k SNOWMELTED PAVER PATHS , , �� �I , /l ` . � + 7 � - ' i = (6) RISERS @ 6 ,�.-. 2006 _ ^ . JNDICATED. BANDS TO BE 12"X 12" RUNNING PERPENDICULAR TO CURB = � � -, , �, ,�.� � � � � - * �_ SS SLOPE 1 / � ` ; , ; •� , ''� ; ' , ,. ' S TREADS 1 ° _ , ($1 --- ', FRO � � sE � �.[�� �N»;rEi? � � A ti ' N ❑ VEMBER 10 , 2006 PAVER PATH ��. ,. Y > :, ,, , n. �z �uN ; � `�_ r� ���� ��,;u�� ar � o � � i � > - STEELE EDGE ON BOTH SIDES THE AND SPA DRAWING � � ) , ' I AND GUTTER. BROOM FINISH PERPENDICULAR TO VEHICLE TRAFFIC. ; � �;. �� � ." '� �, , , - eE SueM� 3-26-2007 � �,' `; , � , `; - ' POOL STORAGE - 5. VERIFY ALL SLEEVING WITHIN BANDING FOR SNOWMELT TUBING WITH HEATED (TYP.) ; � , 7 , ; ,. - ., PAVERS ON SAND BETWEEN (TYP.) ��DEFERREDPERMITSUBMIITAL°. � :. � < -, ; � � ' . , . , ,/ ' �; ,�r�;:� � c �� �_� ! DECEMBER 8 , 2006 ` I � �;, , , � ; ,.,, ` �� �� •:;: . / / ' "` � POOL �T 5 ' ` -�----- DECEMBER 18 , SNOWMELT GONTRACTOR. � , � . : . _-- , . . � F :;`� M " � _t � ;T. , FFezs.o � � 006 8118 � - . : � . ,, t " .' � � -� -; �, , ;; '� : /POOL BOILER ROOM L �-- � � ( ) f . . , � , t� --- , " 3 �k /m .. _ � " 6. COVERED PARKING AREA TO BE STANDARD CONCRETE MIX. NO SNOWMELT. ; ; � -, - \' �, � „ ;; � , , �, , ; �-:; . . � ;. ` .;- ` ' � „'�- v. .: . , ; ;. 5 PR P ED FOUNDATION _ �" ' � � ' �' + � , .� � � , . _ � . :, , �,., . :. , � � _. _ ., � ; /o , ; ; � . - FEBRUARY 28 , 2007 PROPERTY LINE _ ` , -�, , � ; .. � ;, , : �_: -� ; - . . _ �i � , i , ., � : . : :. : � � w .� � ; ----- RAIN - : : ,� . , . �_... .�w . .,. _____ . ; '. , _,� , � < , : ' D SEE SHEET C-1 I ,, -� 1' \ �at ,.... , z.- , ` ;:_ ,-�' ; : _ /� , ., -, ,.. : � 1 .75 '., - � � _ _. . ._, � � � - , , ...,. MBINEDCURBANDGUTTER. ,-; . . `, >, -_,� , _:,_. , , ::.; ,:... , �---.. , �... �u ^ � :� ; 2 REV: 6 , CO TYP. , . „ . . , „ . ._ _, , , .., . , , , , �' „ � i . � � � , . � ) ; , � : .. , ; _ __ i , ...-- - �� „ �. , , , . ,.. : . . . ; . , .: . F> �< , , , , a : .� . , ,. . ; . � f�..: � . � , . , . � . .. . . ._ ., : , , : ...:. �" .. .. , . 2 `�> _ .. _ , .: �, � 3 � �,, , I . CURB AND GUTTER TO BE 18 WIDE ; ;_ , „ � _ , ;.; , , ,., Z '9 ✓a :.; : . .; ; , �. : � � ,, , ( � >.,; � ,, . ., . ; , F ; �._ _ . .._ � o ; , , , �--�-�-;: :- :; +; �(3 , , . . > , . > ,,; �_ -�- _ '�, ,.. . -: . . � _,. , , . _.. �c . _�,__� ,, : .: - _ : �. : . : ,,, , , ,.... , ; ; _ : f; .. , _ ,.. .. TANDARED CONCRETE MIX TO BE USED NO COLOR �> ; . � ; , \ ��; ;,� � i;: , � ,., . , : y . ., :,� � , , .:;- � . o � �, .. _ / g1 ` ; `,, ` �, ISSUE 2. 5 , � � ) ' < . , . .... ,. `� .. , . . .,- � : > ,. , , ,,. , � . `. , / � ; . � � �> ;.:�, . BIKE RACK , � , . � , , .. . .. .. : ; ; . 2 . �- 4 , _.. . ` . . ; . , . . ., . .,:._. . , . • �.� .-;-� -, �. :_.. �_ �. _---- ° , , DATE . ; „_,. ; : . �. : ,:, ,'. ,� . ... , . _ - .. �, � , - (� . _ � : : . ; � , :., .�, � ,. ., y i : . ✓ � BI CKS -- ,. _ . �... . . .. > , . , ,. / \ . , : t , ,_ , � � , � , � . � _.__----- � : � : '.: .� . � . ;. . ,., ' � � � ° . 8 , ; �.. : ' S _. ' , _Q ' , . _ ..._ , . , , , , ;,. :,�. � . , ., .... • , , y / i : -- , : ; , : . � . � _ � .� .� o �� � ,. . . .. " `\ / . � ... •, ', , . .. " !/ . < �,, / '.: :l . �5,,�:.. . ' . . ��..r , . ,� , � ` ' � .-, CI ✓ V , , .. . ,, _ ; . . . �, 1 � DRAWN : REVIEWED : RETAINING WALUSEATVI/ALL. EXISTING FENCE -�- , . " ' ' � . '< , 3�`� °--; , ,.. . , ' �; � � C E LANDING � -� + ., • � a� � s _:. � ., . .. :�, . , QNeRE'�- Qj ,-.�� , . .. .. . . M, ;.; � , � , v- ..,:. . , , , . , . ,. _ 2 . 5 I { ) , , : �..,. \ _ a � , � � ` \ I . PARKING LOT RETAINING WALL TO BE KEYSTONE BLOCK ERIFY SPEC. WITH ; . ;- ; o • \ r :�� � . - BBQ S " � , ( E OT r � 8. , �o . ., _ _ . TO BE RELOCATED .. : , _ � . , � :�'-;� > ,� �I� F a :;, � �� f , �� '` s� 2z _ � � ,-, ;' i ` , �, , ; ,. .. ` � , , , , ^ � . : ,� ,,. , -....., ; , s� 2o <. � � � .. � . , . r=� LANDSCAPE ARCHITECT , ..:_ ,�, ' � , ,, ) , , , ; .; - , , ..,. . . � : ; , / � , _ , :_ , _ . FOR S�C� . � TEPS � , � ' e, , , _ _ . �I _: , � � � . . . .. � � � I'� �.�--.�` �� . ?.�.-.._ :,: , � T � / �. .. : --�-�--r-=� _ � ,.. . , .. , , ,, . , � , ; . w , , _ ,,_ , . , , \ = � :: : , : . . �: 2. VERIFY STONE WITH ARCHITECT ASPEN # 15 GRANITE � :�.;.. - � , :,� , � > � / ~ " " ' "� ` , (8120 \ _ _ ( ) , .... .� �_�.. - : , . `. ; . , �. _ > �, :- ; , , � � . . ..� . ... .. . � . - ,, , PAVER SID . . , . . : . �::. .. , ` , \ ' � � , : „ ,,r�.; . . , �: : ,. . ;. .. � , , ;.. !� ., o . , - , ,: - + . : , � , ;. 3<- ' : , ..,. ,,.- --- � ; , _,. '_. , , , ,. ; ; - � ! . � . ; , : . LEGAL DESCRIP I N ; 3 . ENTRY SEATWALL TO BE CMU BLOCK WITH 4 STONE VENEER WITH .. . _ .: _._.�� � � �;- ; , , �, . , ,. .< ;, ,, ,_ , , , � R JJr �_ .. ..� � , � I \ , ;. ,. , , , . T ❑ PASSAGE � , _ ��.,��, . + � , .,, ., ,�� _ � ; . ; ., . ;.-- - �: � �. , , .,:. . ;- ., : ..� �.. _�--:. , r � � LOW BOULDER ' �_ ; ; _; �<;- , SNOWMELTED (TYP.) , �' - STONE CAP (STONE TO MATCH ASPEN # 15 GRANITE) , <; , . , �, > "°�° : '� � ` � - - ; ,, NO LOCK z ; = x �, ; � , . . oEr�, ; � �- � __ y�_ , , J � � � , ; `, �� W! CONCRETE ; ` ; T . , , ; � -=- .. \ _. ._ �\ �1 `� i� \ , ; �, � , :' � , ` '� � ;-: E 1 AND 2 : �' , , < 2:, . ; . . , CONCRETE STEPS WI HANDRAI E , / � y , _ � � , , _ , ,, �, � , , � PHAS IDE ALKS: "� ' ' = i � % T 1 ,. .,.,.. - -t-- � ; ^� � , .., :,_..� S W :j � \J � - , ' (eft8� 20 . � ; ; , : : SI �` -i F- ENC :r� �.< - ; . �. � �� _ . �; , ; `, ` . ' � �: ` _� �, , SNOWMELTED SEESHEE�"L-7 � �/ � ! 1 ; ' ' � � � . ":,- , 380 E , Lionshead Circle I . ALL PEDESTRIAN SIDE WALKS TO BE STANDARD CONCRETE MIX UNLESS ;, . ' ;, r4 � ` � ,= �� ' ° ' '� '°� � � / _--� ' , ' ' .. I � � w... , �.: :.. ; . � , ; ' : . _ �� ,� ., � . -. �, o , �., ,.. , . 3' CONCRETE LAND G _ � ' �; �: Town of Vail OTHERWISE INDICTED ON PLAN , .; � / , \ � � �� " ' ��'" � , . , . (8116) -- �, , ,, ;,, _ E ; . , . . , �� . , ��:� : , ,� ;, , l �.. , ; � ^ `� 'r�, v.,.,. �,...:.� !__. _ , � , , . p : . , � \ ,_ „ , , ,, . g e oun Colorado r ` I � : , : ���� ,, �; r, ... .. �_ . , . , . ._ ( , , ISERS , �.�/ �Btf��R BAN A�tA6EN�, �, � _ , � ` E a l C t y , . 2. SCORE JOINTS TO BE OFFSET EVENLY EVERY 4 0 , � : ;.. ; .. \, _�;,�� , ` ... . ;, , � , . I ,.� , , .:�, . : , _. _ .. ... _.. __ _ _ , ,, . , , ; _�, ; � �� \ . \ , Y \� ^ � . �� I :::I _ _ � =; :_ , ; .. , „ � f ,, ,,. ;, ,.. � _ �- : ����>: �: ; _ �.,,. _... � , � , - 0 �►SPHALT - 2 -O WIDE 6 � � 3. WIDTH OF Ct9NCRETE SIDEWALKS TO BE 3 -0 WIDE. PAVER SIDEWALKS TO BE 4 0 HEAT BUFFER BAND ADJACEN � . ,f � , . . .< , ,,,, � � - > >..� ,� ;r< � : , , . � , �T '�� .� _ � TO ASPHALT - 2 -0 WIDE 6 ;�, � . < �, �. -- , � . . � , �� WIDE. � �� ,. � _ , � tt; ;; .a: ti� . , � , ., , THICK CO ET�BAN_D , � . , _. . ,. : , . � � . . ------_--.�_ � . . :• `j� �� _ �. ,�r . , � _ . � � :"'C ' \,� _�'��� _ .-� � ; �•, . _ ._ . 4. VERIFY SCORE OINT DETAIL ON SHEET L-9 + � � � � , �; : ,. ,.� � , -, ' � 3-26-2007 , u�►R T THICK CONCRETE BAND u e.;i,-u�itj+ existi.og�L�vation�-�_-- T4,,, , � ;� � '� ' . ' � ,, � . , SEE SHEET A 3.4 , , -' ;., , ; :; E C TROL JOINT -NO H ` \ � 5. ALL SIDEWALKS TO HAVE A BROOM FINISH RUNNING PERPENDICU O ze zeox . : . � „ � r,, � ;;, , . ; , � AST ,v _ ,. , � Wl CONTROL JOINT -NO HEA � � : ----._._ _, 1 , , , ; � . �; Ir< , :� . �_ . :; . � PEDESTRIAN FLOW AND HAVE TROWEL EDGE FINISH (SEE DETAIL L-9) -�-_.._. ' ONCRETE LAN [� ' _ s.o4 - ' � • '; := � \' PEDESTRI N I � ��, � ` `� _ _ � �� 5; . � � < < \ � RANCE 6. ALL SIDEWALKS/PATHS TO BE SNOWMELTED. VERIFY WITH MECH. ENG. .� `� , r � ' = . ' 7� „ _ ` � ' N / - � `` ``' �'� TO SKI SLOPE s �� _ � � ,� , ' . � ��� �` � 7. ENTRY AREA TO USE PAVERS. VERIFY PAVER SELECTION AND PATTERN WEST PEDESTRIAN ENTRANCE � I M ! i 0 r D I S I U R c� A N C = _ ,�+, „IS 9 � - - H AT B�F�R JACEN� ,: � � :,��, � __----- --..._ 4 TREADS ' 0' . _ T ASPH�4�. -;, �-0 WIDE 6 , s '�� `� ' �- � t . �- � � ` � , ;� SO % CD SET WITH LANDSCAPE ARCHITECT �"--- ( � 3-26- � + ' � "' � �"-�1�-\-- -- -- � I i �' - / / �� '± �� \` S. PEDESTRIAN PATH FROM ENTRY TO WEST SIDE OF PHASE 1 BUILDING TO -----_._. � iHI COAI RETE BAND L ----_-- � j / CONCRETE TO � `''--- � � � � ` " � USE PAVERS WITH CONCRETE BANDING ON DRIVEWAY SIDE. � ' °: , . .� � f; , � , > BE USED FOR COVERED PARKING ARE�. - ° "'---_ , 1 CONT 0 , ; ��NF� �H�AL- ,�_ � ; ` � � -'----- '� ' �� � �� �' � . �� . �? � „ � � ��_, PROJECT NUM : 1i - 3005 .�-- 'j ''� BIKE PATH � 4. ALL PATHS ON WEST AND SOUTH SIDE OF PHASE I BUILDING TO BE PAVERS. � \ i �` ''�'-"' PAVERS TO HAVE STEEL EDGING ON BOTH SIDES �� � � �`�- � ' - '' /� ' ' � '� � }< , i� . �.� --"_--�.. . � � I ----__- � EXTERIOR STAIRS. � �`- �� .�--�_ ` � �, � i I . ALL EXTERIOR STAIRS TO BE STANDARD CONCRETE MIX WITH HANDRAILS T R A C T B � � % ' ? � `� �- - �� � S I TE � WHEREAPPLICABLE �� APPRJXIfViA i E '�� � CA �iION� �� ��� EXISTING--� � �� GRADING 2. BROOM FINISH ON ALL TREADS TO RUN PERPENDICULAR TO PEDESTIAN FLOW GENERAL NOTES: � P E K ' M E Tr R D R A I N � S K E TC H E D F � 0 UI / POOL PAVING: � � IE �� IiE F' � `� IMETE '�� DRAIN % ROUI�lD THE ,� A ��,� 0 __ D DR � ',NING DAT� D 3 - 8 - 73 , p � N J I . P O O L A R E A T O H A V E C O L O R E D C O N C R E T E W I T H 3' X 3 ' T O O L S C O R E J O I N T S (V E R I F Y A C C E S S S I B I L I T Y: K I I_ OC K ^ R r O U �. D rj, T I 0 !�� TO T H E__� , , ' � � COLORWITHLANDSCAPEARCHITECT. � � � �' � OVIGED E3Y P✓1R . JEFF E3A1 ,_ = Y ) � I . ACCESSIBLE PARKING SPACE DESIGNED TO SERVE EITHER CAR OR VAN �- T o � - -� � , , � � c 2. VERIFYALLSCORE OINTSWITHLANDSCAPEARCHITECT � XIS � I ��IG ERIMc IEi� � RA , \, ( I � iT � � r ,l � T � � � �-� JF L� F: � , ti T `) -r� `_ r / 1 2. PARKING SPACE IS LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL , � � , I , iE -�H -. F � o� � , E �;_-/ � � �� GU Jf� ; OR � DAY � IGH ?� - - � „ r ,� �. � �, � � ,, � , � T 0 8 16 32 FROM ADJACENT PARKING TO THE ACCESSIBLE BUILDING ENTRANCE. � �� � 01 L � . � 0 �< D � � � � ��A' �� � S � H ,� �� C � � JG PF �� iN�� E� tr� � � A �� N Tc � N � NORTH POOL BOULDERS: 3 . PASSANGER LOADING ZONE IS ACCESSIBLE ! ;�i T � -{ �- r� ! � � ^ r- � � ExisTir� c sHEET NUMBER: 2 OF io I . ALL BOULDERS TO BE SELECTED BY LANDSCAPE ARCHITECT � t_ .. � 'r � �._ _ . 4. ACCESSIBLE ROUTE FROM ACCESSIBLE PARKING TO BE GRADED AT 2 % IN BOTH NOTE: SURVEY AND PLAN DATA DEPICTED 2. VERIFY LOCATION OF ALL BOULDERS WITH LANDSCAPE ARCHITECT DIRECTIONS. IN THIS MAP PREPARED BY GORE RANGE SURVEYING, LL 3 . ALL BOULDERS TO MATCH ARCHITECTURE STONE # 15 ASPEN GRANITE SAMUEL H . ECKER, COLORADO P. L.S. N0. 30091 � � 5. ACCESSIBLE SIGNAGE AND VERTICLE STRIPING TO MEET ANSI I 17. 1 1998 STANDARDS SEE SHEET L- 10 #2 DRAINAGE PLAN BY LPK ENGINEERING POOL: EDWARDS, CO 81621 - TEL. 97a. 926. 9088 � � � * 1 . THE POOL AND SPA DRAWINGS WILL BE SUBMITTED AS A SEPARATE DEFERRED BUILDING PERMIT - 2. REFER TO ARCHITECUTRAL ENGINEERING CONSULTANTS DRAWINGS FOR ALL ELECTRICAL DESIGN (TEL: 970.748.8520 CONTACT: STAN HUMPHRIES) 3 . REFER TO BLUE WHITE POOLS DRAWINGS FOR ALL POOL DESIGN SPECIFICATIONS � (TEL: 303.571 .5337 CONTACT: RUSS SMITH) � COLORADD LAND ART SlUD10 INC., zoo� �, � `� ,;� r J �� � o o � o �� � � � � o ' �//-'' � , ,: � , n �"\"" � t � , . z�,:;�. � � �� � � i .._ � �° �E �s �-�`�� s ���� ' f � � . � � °� � �- F i n � i�'�` ,�3 .A w � z � y�a�� � . . ���,` << s - �'� a . � �� .YS � ` � s 4 ) e . iiS � ���� �i �y � s a c y � � � � 3�3 - ' �a� � '�'-� s P s ':. ii � � ��� : � � ,1��, gt i } s s �i �w i � � �� £ y �. s1 `� � s . F�'.: x �;N � ��€ t�€� i <, ,, � j � €,Si� t , . . 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' f,� , . . . 3 PT REPLACEMENTS , ..;_: � ' ; , . . . . . . > . . . . . . � . . }, � . . . g � �, . . _ � � � o ( ) ( ) ____.- . . . . . . . . . . __ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , � � _ .. . : . . � � ,, . . . . ;_: , �---.. . . . . . . . . . . ...� . . ., . . . . . . sNOw sro sF �. . .J ; . . ; ,��\ . . . . ,� ` _ _ _ � � . . . . . � �_ � 8138 , ; 1 . — . _ . . . _ .. . � . . � . . � f � / � �� I ,�,, ` � � N ,� ^ O , � � ) ,, � ..,.,... „.. .. /R� ' ' . � . . . ! r � + � "' � �\C tA tC 00 N 7 SNOWSTORAGE SF _- ; , . , � _; . . . ' . ' . ' . � . . � . --�-- _ �._., . . . ., . � � :.,, :. , , ; : + _E. ' . � . ./. �� . `•._-----� � � � _ � c� �--� _:. ; ; , ,.. � �7 1 (8138 ``� /_�'� U '�' M �'r1 p1 t'�"'B ; _ . . . . . . . . . . . . . . , � i_ �..:, ;.. . . - I , ; � . . . . . . . . . _,_ :. �r..� �-+-�.. I. , ,.: . . . . . . . , , . , -' , , i :_ ,' ; , . . . . . . . . . . . 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' . �: � r� � . . � . . � . � . � . � . � . � . � . � . � .A � . . �,. , � . � . �,i. . . . . �� :. . . . . ...� ;. ,� . . . . � . 6 . � � � , . . � � � . � � �te'�?�� .� � � � � � FINAL DRB SUBMITTAL � � ���, ` � <1 . ' . � . ' . ' . ' . ' . ' . . � ' � ' . ' . � . � . . . � � . . . . . . �. . . . � . . : . . . . ' . ' . . ' . � . � . . BIKE :k: CKS��-�= � BIKE RACK �, �y:; . r ' ,i :; � . > .,, ,' .;/ � . .� . (� . �� � _,, .� --� �;; '/. ' �: � .�,, . . . . . . . . . . ,, ,� .�� ': . '0� � � . . . . . . . . . . . . . �1 (a, �s ��� ��, . . . . . ` :� . . S ��� --=--._ _ . . . . . . . . . . . . . . . . . SEPTEMBER 1L 2006 ) �;�-- ! � � . r . \` . . . . . . . . - - � . . . � . � . . . . � ( J ' 3 -- .� . . . . . � . . . ' . � �: � pfl J . . . . . . . . . . ' (' ' ` - _ . �a � i : . . . . ,. . !. . . � � � . - . . - , :;. . _ . . , . . _: �:' i , r ; . � �. . . . � :^"- . �. � . . . � . . . . . . . . . , , � . . � . . . . . . . . . . . ;y�-; � �, . ��, . . . . . . � . . {�. � . � n : � . . . � � . . . .� . � , `� . � , :.x� �. . . . . . . . - .__:. .=. -. :_ : . --_ .— __ . . . , AF 22 #1 A wle ia flatbellata Fan Columbine � � � �--�-� . , ` ,j - . � . . . . . . . . . . , -: . . . . - . �, .\ . . . .,:.. . . . . . . . . . . � ; . . , . . j � /, NOVEMBER 10 . z006 ��, , � + � : : ':� . � . . . : �,� �,, . . . . . . � . . : . . . . . . � . � . . . . . . . . . . . . . . . . . . . . . ° . ;�: � „ . �... '. . . . . . . C, , . .�.x; + . . . ; . . : :. . . . . . . . . . . . . . . � . � . . . . . � . . � . . . . � . . . . � . .' . :; . . r� 2 � . . . . . . . . . . . . . . . � � �_, ' AM 14 #1 Armeria maritima Sea Thrift (red) - , ;Y�.- _-- .. . . . . . . �� , : .� . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . � , . . : . . . . . . . . . . . . -�-�. . . . . . . . . . . . . . . > . . . . . . . . . . . ;; . . : . . . . . �.. g . . . . . . . . . . . . . . . ; �' � DECEMBER 8 , 2006 � , — ,: . . ., . ,. . . . . . ,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . , ,r . � . . . . . . . . . . . . -- � . . . . . . . . . . . . . . � . . _ , �. ; -- . � � . ;:� . . � . � . � . � . . . . . . �� . . . .� <<: � ,. . . . � . . . . !. : ;� . : � . � . a, . . . . . . . . . . . . . ; - � : : t3�: �►- :, . . . . . . ;� + �,� ., . . ., : . f. : : � : : : : : : � : : : . : : : : � : : : : : : � : : : : : : . � . . . . � . . . � . � .,.� -. � . ,. . . . ,,... , ��;� � �,, � � AR 14 #1 Alcea rosea Holl hock Cnmson) :; . � . . �,�,. � � . . � . . � . . . � . . . . : . . . ' . . � . . . . . � . � . . . � . . . ; , . � . . . . . . . .°.: . . . . . . .. . ,. . .� . . . . � . . . . . � . . � . . . . . . . . . . . . . � . � . . . . . . . . . . . , . . . . . . . . . . . . � . . . !� , �,�� % � � � � � , DECEMBER 18 , 2006 . . � . . � . . . . . � . � : � . . . . . . � . � . : . � . . � :�°': . . . . . . . . . . . : � - � � ,-, _, y �, � � � ; : :; � , ~ � . . . .� . . . � . � . . . . : . . , � � � � -� . . . . : � � . . . � � " . .� / ;, i � ���� : � � �.t,. . . / . . . � . . . . . . . . � i AS 10 #1 Artemesia schmidtiana Silver Mound V`lormwood , Silver Mound FEBRUARY z8 , zoo � . . . . . ' . . : i�'l.`!.!'.�. �. � .i. 1/. . . /^:-�. ' . ' . ' . . ' . . . . ' . ' . ' . . ' . ' . . ' . . . . . . . . . . . . . . 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' ' ' ' � ' �� ,\�\� ENTRA � HU 6�J #� O�l S a undulata Plantain-LI �y DRAWN : REVIEWED : � , , . . . . � . . . . . . . . . . . . . . . . . . . . " � �--TO sK� s�oPe �� �� --- � � , k � � . . . � ,, � IS 15 Bulb (bulk) nT s si irica Siberian Iris (Blue , Purple) �_� ��� _,_ _Y_______ _ � ; � � ,��--�' i' LAV 68 #1 �venduta an�folia True Lavender a -`---'� ' PB 12 #1 Penstemon barbatus Beardton ue Scarlet LEGAL DESCRIPTI � N : �, / SK 9 #1 e um kam s�c�cum' Orange Sgonecrop PHASE 1 AND z BIKE PATH ; SxS 31 #1 Salvia x su erba Perennial Salvia iolet- u le � � —� N p � � 380 E , Lionshead Circle T�CT B � SSP 13 #1 Sedum 'Autumn Joy' Autumn Joy Sedum Town of vo. � � VS 9 F32 Veronica s ip cata Spike Speedwell (Blue) Eo. g � e County co � orado , ��� PLANT LEGEND --- - - ---i ��J PERENNIAL �', NOTES : � EXISTING LAWN AREA 80 % CD SET I, 1 . SEE SHEET L- 1 FOR TREES TQ BE REMOVED ; ___ � MOST AREAS TO BE RESODDED Cornus sericea ; � ' ' PROJECT NUM : 11 - 30J � � 2 . 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ALL DRAINS TO BE Z � 0 � p �i - - - - � V� - - - ` ^ - - 4-1NCH DIAMETER AND ALL COLLECTOR Cb O - -- - - - - - - - - - - - - - - - - � - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - DRAINS f- INCH DIAMETER PVC PIPE V � � O S W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ', INV. = 8134. Q' � - - - - - - - - - - - - - - - - - - - - - - �� � Q � � � - - - - - - - - - - - - - - - - � � L� - - S - - - - - � � I� I� I� I� � - - - - - - - - - - O - - - - - - - - - ,. � � INV. = 8139. 8� � - - - - - - - - - - - - - - - - - - - - - - - - � ' � � O ELEVA110N OF �iRECnori oF r�ow iN � _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I o 0 0 0 � � PRESLOPED (17n DRAIN EX. INV � 8130.33 � O �O �O el' APPROACHING sirs INV. =8138. 8 d' N � VEHICLE _ (MOCSrneE FlanPV�iFlEU so TM��wE caiui �oE usr�iui. INV. = 8137. 2' � I � N N N � GRADE+ 3. 5� TME NEW DRIVEYYAY AND /►SSpGATED EI.EVATIONS ACORDINGLY DRIVER w�ucw�YS vxLL eE He� SIGHT AT INV. = 8138. 6' `t � ►� N N � asPOSE oF niE oasnNC � . �=17p' iN�c�7oR oRni EL= 43.5 SDS170,_,_ ..- -- co � eF � N •� O � - �"' - - _ �wsnNC coN�ou TRIM VEGETATION ,_ --- -� " ELEVATI OF UTILITY EASEMENT z �' - OBSTRACIING SITE � � _- - "' � APPROAC�-I�NG N87'23'00" E K� " - .� ` wv DISTANCE � - �' VEHICLE _ � � _ � - '' � GRADE+3. 5'� � � � - � ` ' '� "'" --�_ . ,. ,ea:s:.. �. � .�..,. .., '� • , i 40.45 -� "'- �a�ao� ' G � �� + 40 � _____ _____ F ND PIN AND CAP �� .�.. . ..� ..� �..� �..� .�..,. �. pH /�r. D �.- �U _ •• • ••+ ' °7�-�- �� � 4� - '"' EVISION --�-�. ------ --_ �. 1 � _'-.- L- '�--. 'E .� ,. � �. .�..�..,..� .�. � �. � � � � � � ; '~*�� , • . . - � - �. - wv CLOUD -- -- - - - - - -_ - - - - - � ' ,r� � ' - 5i � �FO . � ,. .�. TYPICAL) INV. = 81 ""'_ " - -- . � B 39.5 • � __ _ _.. .._ . ... . + � 1 • •• .. , � _ • _ . . .. __._.. _.� .._.._ ' � „` (8138)� � , ""' - , � � � �- -.� -" �f + _._; s C (813B -�. „� \ 1` � _� � W O :` � - � '- { ) � � 3 e _' -- ' � ""_" �8 � t� 0 � � C�.� � : , : �� ' �-�� \ � � o � ; � + + s ' ` �- _.. `� \ - - - - � � � � / � V J ;� ✓ : � � I � �. q � ; i ' , ` . ,�` � y - '""' Q . '{ • � �� � .��� � 1 . �• •;;����V . . ��i ' ' \` \ \ � \ � � (8136) i 5° � ' � _ -- �.� � + i � % • . � � (e� szi� GARAGE 38 � � •- , ; i � � _ ., � � �i ZZZ i -- - - . . � _ _ � J � , ' . . / �- _ � %� . . � . � . ,.,� � � O Z O �rsoPOSEU ' .:---'" coricR� � � . i r a � �,� � J � C� ��E �� � (8130) � � � f STAIRS ( TYPICAL) � \ � \ \ � J J --•- 11E INTO DQSi1NG 8-INCH DISCHARGE '1 �. � i PIPE � � � I / � Y j . 1 \ � � 0 � (J' ��� � I _ � ' . _ -� TRACT � , � � � ao Q � 1500-GALLONS OIL dc SAND NlERCEPTOR BY I I . .J �/ � ' i � � \ ` � / I I'7 � �t,� � *� go 96, COPLAND CONCRE7E OR EQUIVALENT I • i ' � I ,�. Q . �-• �� INCH DIAMEiER, SCH40 PVC I� / .�0 . 127 ACRES � r-► � ..� � A �' O � . ROSS S PE � ' e + I � g � 7 ex�r ! i ; � � ; + e• oinM. saa4o Pvc � t � � i � ��3 � � ` � 8 ; 19 i 20 EXIT Z � , 22 �'�� ? ac�,n�e �T + CO 680 CATCH BASIN W/ADA LOAD CLASS E � . .._ • ���t`'�.,�� I/ I � ` ` -' ��J � � � 4. - � i ; : + 34, 1 �"' oucn� iROri cR�� .,.. . - ( � •.,, � STAIRS � 3Q lr,�,� O 3 � , � o I � . s � � \ / v , _ • ' �-... I j ; � � + �I �, , �- • --'11E`INTO 7HE TRENCH DRAIN .,. .�- '` I \ Q � DISCHARGE PIPE, IF POSSIBLE, � BW 341 THE ROOF DRANI ON THE NORTH SIDE � ' + 3434 + + � � i OR DAYIJ�ik1T ' ' L , LODGE AT LIONSHEAD ,� � p QQ � � � RB RAMP . � • � � tI� _ PHASE III . TW 3d.4� OF PHASE I BUILDING TO BE CONNECTED -- -� y I� - ..- • J ' BW 31 .0 B0.0W GRADE TO THE TRENCH DRAIN ACO B80 CATCH BASIN W/AD SEE SHEET C 4 � . �e,s2 - - . + uNns �.o,w cuss E oucn� iROri ex�r _ , . , • - � - ' rn�cH or�u � ROOF ELEV. = 8169 . 6 ' sTA� RS � �' : ! 30.9 GRATE T1E PLAN7ER DRAINS TO EbST1NG PERIMETER ? � $ � FJ7. 7 � 3R � FL�� R � L O T 6 f , ACO FlBERGIJISS FG200 8-INCH INIERNAL WID7H DL FWNDRY de SUPPLY DRAIN. PLAN7ER DRAINS MUST HAVE A ' � $ � 4-H . 0 ( 2ND FLOOR ) � / � (8130 � + CHANNEL SYS7EM MA1H BLACK COAIED pHASE I C-�� 2��N�FL.ADT(M.'RAETE LOBBY FlLTER TO PREVENT CLOGdNG OF 1HE ; , , 8137 . 9 ( 1 ST FLOOR ) VA I L / L I 0 N S H E A D � \ \ � FRAME AND ACO FG200 DUC7ILE IRON ADA GRAIE PERIMETER DRAIN. : . � � ❑ � � TRACT 8127 . 9 ( LOWER LEVEL) S E C O N D F I L I N G \ \ � 30.8 ALL iFIE ROOF DRAINS FROM 7HE MAIN � ----' '�� , . , : EN1RY TO BE CONNEC7ED BELOW GRADE <��""� : 0. 982 ACRES • . (8t28) � TO 7HE OIL AND SAND INTERCEPT �T �_ -�`�� � ; J I • ROCK WALL ( � QO :: , � exrr . + ' ° ' _o : L � - � - ' N . � o o � < , I(0. 119ACRES): � '� � - � - � - � - � _ . _ . _ . � • � = 2s.az + + + ; ` � PHASE II ; ; i � � ` - � a°�o V � + ++ �25. 17 e _ a,�2r0/ I N O� - � + • (landing) � 2 A � / � . � . _ , _ , _ _ _ _ _ M (8126 � i � + (812 � � Z • . I ; + � H + ,� � � 4.25 :' � , / � � CO : ._.� 6-INCH DIAM. . ' � / + `• � Q . N ; �-- COLLECTOR DRAIN + � � � 4-INCH • � 28. 1 � � • � w „ / / ' �0 � ca�za> � PIPE FOR ROOF ��, � ,// + o��� SPA DAYLIGHT DISCHARGE �: ' w ¢ / � ""� " � O � /, +% DRAINS (TYPICAL + � . RooF �RaiN INTO DRAINAGE �� I \ -� � r ~ ` � � � V � �e� zz� : � Sc'�S 3.5% � + (�wicn� 2 . 17 EASEMENT : I � °w . � �p - Z,j I� �a�zo� � � �.> ;� + ; a s . / � \ �,.a� `L / � I ,.,.�� � � � 812 + + 6-INCH DIAIrI. ' + : � Q Q . � � \ -�p �✓ � � � � COLIECTOR DRAIN ' = xj � ; / + �� PIPE FOR ROOF T + ; • 0 ... \ '� � V • p v � + + DRAINS TYPICAL ' � • 16 _ _ i �J \ ( + 22.9 � � N ..� _ - .,- 8 � 24 - ...,, � � O � � 4- : - - � + � SEE ARCHITECIURAL DRAWINGS FOR GUT'IER AND • -�. � w � � 1 . 4 ` - - - - -�►- - - - .-- � - . o DOUNSPOUT LOCAnON � . � 1 % w � t"�" --- -- - - � : � 12 COLLECTOR '�+�., 5120 � �' + - <�• - - / + 22.7 ' �� - ' / �'` "- \ � / � � \ � � O � � . ..� --, 1� ; j DRAI � \ O � .75 � 2 4.54 ; ��j�2 / 8 � 22 " � \ J/ � / Ir ►-7 � 00 � � � + �� O \ / FFE 24. . � � � � ✓ � / /• I - 5 N � . � + , � � � F� ; � DRY WEU. `•v� O / 7 � • ' � EDGE OF ROCK . / ` , / /� V p � : i (SEE DETAIL �/'/r �,..---" , (81 ; • � POND/CREEK SJ2 / �� L 0 T 5 � � m p ' �--- � � � ! 2 � ; (TYPICAL) / `Z �. / � � ' POOL . I ( � t N�T FFE 25.0 1 / i �' � . 1 ' O � (8118) � j 7 ' ; 5 (rn�icni.) ; ,o �!' ,; � � . r.. . a � , � � . ..�' � •, . 2rL � ' 1 .75 ..- ' \ v p ..... ..... ....... .... _, .� . ` ' ' � � '� 4.32 :e � /�j'� , i / : i 0 .�" 2]' i ,: • � _ � 1 � � + : ' L o / + 1 + 2 .�2 e� �; .� � 20� ` � _ _ � -- SHpD , � : ❑ ��� o �� , .- �: $� � 1 /� � ,e, �sr � : ' O . , 0 2 + 2 _ '' � . '•' � '�� \ "fF /� � O O . 8120 + 812 _ -,,., ,� � � �; / \ : �.. _ �� _ _ � , ... -- -� � �- � ,. .._._ � � `` .� J, 8 � 22 � . � , .. ��. _. .. ��.... � � . ... / � _ ►�.. _... > , .... ... _ ( ' � J •. .. :::' ° . . �.. �--. ...._.. • . /� ._ .. .. ]' ; ; � � �., a / . '.. ..` '"" 1 � � � � __..' , � ° °, n� �n CP �-� : + R OSED PERIMEIER DRAIN '' '" p . , '' �� ,,• 1 \ � . ,,. .., � � .... ....... ............r ' ' � �-�-� � `�•. � '..� ' 'Qn a�,�►:��,��, � � ' U NEYY FOUNDAl10NS DRY WEU. / / �' � / `= = -'� Q . .�, '� n �� n � u i ° � � (TYPICAL (SEE DETAI j • ' � � I ..•�' / �a� � s� -�---` � C��J \ ��� -- \\\ ` • ����`` , ° �� nu� � ... `�I � � � S \ / --- � : ...�- � ' I 6� � .. ..,,. ..,. 1 _._. .�--� . � � } �� -�-- -' � . i� � e�..�..r.nn� ` �.'s � �i,,. -„^"' • ` 1 a. ' \ '� -�. _ MIT OF DI�1RBANCE ..�. ,.�'•'••• � / / 5 ��' � � ." (p . -- -... -- ---. �u'u,�omr� � 0 A T1NG ROOF DRAIN �,.•,. //'r ..-�'��� � I I j-* _._ -:,_„ - -- ,� _ �- ` ��n;�nroni�nuirr���� U A D INTO DRY WELL ���.,. (assumed, verify isting levation) "-"----- �. � \ ..�..,■ ,. /� � _'�------'"'_----...� �' � 8.04 H � \ '''�' .;.., . .., , n.;..u.�..,..� .•''•••,.� � / � 1 //� `� /. lcp . '�'------ �. .--�� \ �nn-��i�t�w�►nur��i � v',• ' � ,i / � � \ � . . \ . � _,_,_._..�--------' � 5.9�} � � ! � � � '� � �� --.___„_�_'_O,►�_ \ � �O O \ � « _ , 8118 - ...- � �/ • � 11E 1HE PROPOSED PERIMETER NN (~ SEE��."�,--.�.�, � "-�--� ________ FENCE � � � � '� � --�_"„'----`4____`_ � �''� S NL) ARWND ALL NEW FWNDATIONS TO '`� \ '`-'-----.___-.�_ __.---.-�'"��.---''"/ � ,-..��� ` O �,-----_�._ \ / iHE QOS71NG FOUNDMION (IF FWND) OR -- (� ` 1_ O ��__�_ �J \`\\„��1�111UUIHlIryl���j`'/ DISCFIARGE BY GRAVITY TO DAYUGHT(TYPICAL) �,` ``'�` � / ~~��'""'""------__ o _` \ � n�l T f� �O I I :�```OQ'P� PET�R�ssf ��:' Y �� AYLJpiT FOR PERIMETER TRACT B "'�-`_'-----------._._.�_�_----�'` ��'_'�„'---------_M�Nr_ .------------1---.� 'c,�� �,�, � L�„Q7��9�0 � • •• � 29526 : DRAIN (TYPICALJ APPROXIMATE LOCATION OF EXIS7ING PERIM � : • : ilE 7HE PERIME7ER DR/UN AROUND 1HE Slq LOdCER DRAM (SKETCHED FROM AN OLD DRAWING DAIED � � ' 'Oi � p�� 3-8-73, PROVIDED BY MR. JEFF BAILEY) FOUNDA710N TO 1HE EXIS7ING PERIMETER DRAIN (IF IT y � ' � IS FWND) OR 71E TO THE C011EC110N DRNN TIE THE ROOF DRAIN TO THE '� �� � DISCHARdNG INTO iHE DRY WELL COLLECTOR DRAIN DISCHARGING ��i s��"•" � ���°�� INTO THE DRY WEI.L nE TME P� '''%��„��N���,,����``� PERIMETER DRNN TO 1HE . EXISIING \ GRAPHIC SCALE oR,aw�v er.• �. P. zo o �o zo +o � CHECKED BY.• L. P. ( IN FEET ) , PROJECT NO.: 06169 i inch = 20 f� SEE REVIS/ONS BOX 0.4 7F• SEP TEMBER 11, 2006 - DRAW!'NG No. : 06169GR-DR. DWG ° SHEET C- 1 � �. Q. Cl. 0. � 0_ >- ..,1 �.! -.J J -J .J � GRAPHIC SCALE NoRnvn� pARr oF sirE � k�' _ � � ,o o s ,o so �o Z I-- � H' �Y <L � C� c� 3 a W �3 Z � Y J IN FEET � z � � � [� � 1 inch = 10 , !� V � � _ � � �- � � Q � — -..� — U C� l+.l � � � � O � " THE ROOF DRAIN FROM THE NORTH AN � � ? W w � � PART OF THE EAST SIDE OF PHASE II � 0 0 � � � _ BUILDING TO BE TIED TO THE EXISTING ¢ _ _ - ( 18 — INCH ) STORM DR .AIN . ALL DRAINS TO BE ° o � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 4 — INCH DIAMETER AND ALL COLLEC �OR ; ►� N N N N o – `r � �"� N N � - _ DRAINS 6 - 1NCH DIAMETER PVC PIPE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � co � �F � N ^ Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - � ' O – - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I N V . = 813 4 . 0 - - - - - - - - - - - - � � , � DIRECTION OF FLOW IN � I N V . = 8139 . 8 � � ELEVATION OF � � P R E S L O P E D ( 1 �) D R A I N E X . I N V = 8 1 3 0 . 3 3 � o APPROACHING sYSTE INV . = 8138 . 8 — W o ( LOCATION NOT PROVIDED BY SURVEY, ONLY ELEVATION ) . � v Q VEH I CLE = MUST BE FIELD VERIFIED SO THAT WE CAN ADJUST ALL I N V . = 81 37 . 2 � � � GRADE + 3 . �J � THE NEW DRIVEWAY AND ASSOCIATED ELEVATIONS ACORDINGLY WALKWAYS WILL BE HEATE SI GH T AT o 0 DISPOSE OF THE EXISTING � W p , SD= � �� � INTERCEPTOR DRAI EL = 43 . 5 � � � Z 4 s — ' - - - _ _ ExisTiNC coNTOU TRIM VEGETATION ° � o ' � - - - _ -- _ _ OBSTRACTING SITE � J j U _ _ �` w W -' - DISTANCE �' o � � II - - - _ wv b� � I —" - - - � �.n ��y - -- -- ..._ _ � _ _ _ , — ' � � W _- — � ., "� "�., J � � � � � — ` - � 40 . 45 - ' `, Q _ , _ � r/ mn,n ` ` �� �.'wn_u�u,��!�n,�u ��,u�nu�un �� �o � '�' 4 � = � � � r u m.n�o� ur � � � r � "" � — rt � � ^-�. o � � � �1 -� ; : � � �,���,�,��� �.��������.���, .,����.� P H ` — � -- � -�._. _ (8140) °� + ��������� ,.���.�.� . ����� ���� .���� _ II _ �— — — � � � u�i� u�iuu��u u,. iuu , , , � — � ,� � � ((� J (, �" ' _'."' O — , _ � �. � .,� 10 � - EVI SI ON — I � � �,h Q Z --�, � � + nuiii . �iu ��� .� ur �n�� ��rn�u��u�.r,u�mu � ,n�n�� ,� � � �.. � ��� „ ��� ���� � - _ _ - wv C L 0 U D � `°•«. r � �� �� m um �m �� , - -.. � ..— �, � � � � � n ��e �� �� � � �i � � i i '�— �' � � � '�... � ` ' � � � � '�, � 4 ri � , �_ � � y� ' ' �� � ...- ,�„�,,,,,�,,, ,�„�, �, �-- ( TYP I C A � ) I N V . = 81 � � o .� ' i � � �� � � i �O nu �ym...m nx� � . � � = � B 39 . 5 + - .. . . � � ! . �.• n.�e..m..w.w...rw.n.�u.s.a..w. � t , � _ �YO . . _ r " �''Y• ry.n�w�.s�.w� �u.m.rnwun..uur..wr - '- .R , ...; - - - - _..�...,�..__�.... • - (8138 `' _ (8138) : - - . . ......._M._....�._.�.�.�,..._�,. u.�,.....,..�.,,...,,...,��.�.... , � - � - ` _ - . \ .�-- '�� _- � � . . . .' � � � .nwn. � nnw. uwnw ��.n nnry�nw. = . � rvu� • {! _ � ` �� �'� � 1 � i i �� L � � ! � • S � � � r � Q � � � � ` � � � _ _ _ � � � = 1 - � _ � - - - — ! : � � 3 ) . . - _ — _ : . � r "�' —`_ ° � 1 � : - -- - � _ - - • _ � + - - - - -- - � _ � + _ rn _ ' 2 � _ I � " � � � ``g - � °- �I cv rn _ � _.-- - ' ' � . �- " ) ''`q r� r �, . _ � ,- _ ` -� \ � : � � . , � � � q � d�1 ' � \ � � / ` \ ` L ._-- �. _ _ ---- � W � � ^ � ' (8136) - - + I p : � i i c p o ' `� � / . � w ^ � J . � • Ross � - : (8132) v � c.� o O O f� ,� �~• y •� � � � � •� � � V! O i.e:��� = / . � �'� � � � .Ni• • �'� � �� —' '' , _ / !%��\ \ \ � �� �.- --I � � x ` ' � - U � ., � _ � — � � � p ..;�.. .�. � / — — � 3 �+- ;• . , .,. ,- � � W �."I � x . ,• ''� � " � -� + � / � . 0 � W ' ' ' � w � 00 PROPOSED CONCRETE , �� I � � o GRADE , o ' , SWALE 3 �� . ,.a Q� oo °' N 4 _ : � (8130) � � � � � � x N m..�. . �,. PE _ _ TIE INTO EXISTING 8 INCH DISCHARGE � '�1 =1\ �..,, I � � m rn _ , PIPE �� . , � : �� / � � . . o0 _ . rv� nr a sn � � � � . . � . � � � � � . � � � � ; - � TRACT : / � � . . _ _ _ _ � _ : : � _ � � r 1500 — GALLONS OIL & SAND INTERCEPTOR BY , = � � ( I � .a? = � , COPLAND CONCRETE OR EQUIVALENT , � � � = � � : 60 �' = � . = 96" � • � - I - � : .,.�•�•�••. . � 4 - INCH DIAMETER , SCH40 PVC : � � � 0 . 127 ACRES ) � - � % OSS SL PE i � : . ; _ � I / . . , � ,� I � I _ • - . i • ' • -}- / : � 16 � : ° - � - EXIT � ; ! ; ; ; : v ' 6 " DIAM . SCH40 PVC - � / � : i + 17 � � � ; : : : . � �. , , � � Q,,, = � g 1 � EXIT . . . , � � � j � ; - : ' ; ACCESSABLE + �� �i �1 _ � ! 9 , O ; �, accESS ; UAN ACO 660 CATCH BASIN W/ADA LOAD CLASS E . _ . - � ` � '� ,, � � � - : : AISLE ; EXIT - � •,, . '�1 _ _ ; � Z � , 22 "', � RKiNG • . DUCTILE IRON GRATE _ . ` . - � � � � � lt ` '•� ,� � � ---�''��� _ — ____ ; • + 34�. 1 �" • - � '` -'''""`r M'`a • . - , � g '�•�, " 3 .� . 50 i _' _ ` : _ ' ' . _ . - � - 't �� .,,,� ' o • , . _ _ � ; : , , + • _ � -- � �'IE � INTO THE TRENCH DRAIN � • ,, � ! . _ ., I . ' , l — --_ - ; ; ; + _ . _ . — � - � ' DISCHARGE PIPE , IF POSSIBLE , , , � _ � � � _ ° + 34°. 34 + . _ — � — � OR DAYLIG.�I � . _ .� . , �'' ' : - B�( � � 34 1 ALLTHE ROOF DRAIN ON THE NORTH SIDE URB RAMP . _ . — � — � � � � ` /'' � _ I W 3� . 4� OF PHASE I BUILDING TO BE CONNECTED SEE SHEET C - 4 _ , _ � — � — � ` � � �� _ , + BW 31 . 0 BELOW GRADE TO THE TRENCH DRAIN ACO 660 CATCH BASIN W/ADA EXIT _ . _ . - � - � ' � _ � ' ��,,��"�"'o"'R"'"�f�,,,,, (8132 - - -.= U N I TS . _ � . ,��o� .• . � �'--, = LOAD CLASS E DUCTILE IRON - � - ��` Po .� • • EG✓s '� = W . 47 GRATE � � � 1 = : : �o.���o,�s°•`�� '=- � � o = = ' 30 . 9 TIE PLANTER DRAINS TO EXISTING PERIMETER � : I _ ,�s, 29526 i � _ + DL FOUNDRY & SUPPLY DRAIN . PLANTER DRAINS MUST HAVE A : ; ' � ' + ACO FIBERGLASS FG200 8 — INCH INTERNAL WIDTH C - 1043 24 — INCH DIAMETER FILTER TO PREVENT CLOGGING OF THE � _ � � '� s� � �' �c�,.,�` (8130 -- _ � CH AN N EL SYSTEM WI TH BLACK COATED STEEL P HAS E I FLAT GRATE LO B BY • _ ''/ ••••••••. \ \ FRAME AND ACO FG200 DUCTILE IRON ADA GRATE PERIMETER DRAIN = � � ` '4j�unQ�Nfa�����```��� _ Q : _ � + _..--o : I I � -�3 - : 30 . 8 � = � % _ ALL THE ROOF DRAINS FROM THE MAIN � -- '�� , o � � _ � � _ � _ � : TRACT / ` ENTRY TO BE CONNECTED BELOW GRADE � I I I oRAw�v er.• L. P. (8128) _ _ EXIT ` � --�� : l = T0 THE OIL AND SAND INTERCEPTO ' . J - � = CHECKEO BY L. P. � . . r . _ � - � ,_--_ . , EXIT , o , : =_ - 6 � - �, . . . . + � �, 1 : � � 0 . 119 ACRES )� PRO�� TNO : os � s9 _ f EXIT � % _,. �.-e- '� : I I / � � - SEE REVISIONS BOX = + + -' + o � P H AS E I I ' : / � ! DA TE.• SEP TEMBER 11, 2006 _ 26 . 42 + q - = � . . ` / - + ..F ♦ �2rj . � 7 �e � �/ ORAN?'NG NO.: 06169GR-DR. DWG � , . , , . _ .._. - 2 � _ � . - � . - � ( landing ) + • ' , , .,. � n e. n � . � - � ` _ �= . � ' � �' � � � ^ + Q('�1 , � _ SHEET C-2 T l✓ ___ _ ___ _ _ __ _ _ _ _ _ . _ v , , , 0_ a. CL CL 0_ Q. >- + �� r -- — C e � � • _ ` lI �/ .,���i�� �1 s ` -..l J -.J —J �.1 -.J m � 3 : ; � . ' ° ' + . • _ � — � -�'IE � INTO THE TRENCH DRAIN � �'; � . r . . � � . . �• • ,�� _ - - ; ' � ; : ; : , _ . � DISCHARGE PIPE , IF POSSIBLE , _ . � _ � � � � cn . : : : _ � _ . + ' , = - : � + 34. 34 _ + - � - . _ � OR DAYLIGl-I �- � � � � _ z � � � � Q - - . : - B�( � � 34 1 ALLTHE ROOF DRAIN ON THE NORTH SIDE � � URB RAMP _ _ . _ . - � - ' ' � / , ° W � Z � Y : I W 3� . 4� OF PHASE I BUILDING TO BE CONNECTED SEE SHEET C - 4 _ _ . _ � - � - � _ , w Z Z _ + BW 31 , 0 BELOW GRADE TO THE TRENCH DRAIN ACO 660 CATCH BASIN W/ADA EXIT _ . _ . - � - � _ � � � Q Q � � o _ , _ � TRENCH DRAI Z � (8132 — — -� UNITS LOAD CLASS E DUCTILE IRON . _ . — - . _ � o o � o � � GRATE _ . _ � � . , � c� _ ' ; . 47 " Z � U � _ (n � � = Q _ 30 . 9 TIE PLANTER DRAINS TO EXISTING PERIMETER 1 �_ : I �` ° n a W Q ° w _ � � + ACO FIBERGLASS FG200 8 - INCH INTERNAL WIDTH DL FOUNDRY & SUPPLY DRAIN . PLANTER DRAINS MUST HAVE A � �t : : ? � o � o � ° + C - 1043 24 - INCH DIAMETER FILTER TO PREVENT CLOGGING OF THE � : � � � � � o _ CHANNEL SYSTEM WITH BLACK COATED STEEL PHASE I FLAT GRATE LOBBY • � _ ° o o s W (8130 -- � _ FRAME AND ACO FG200 DUCTILE IRON ADA GRATE PERIMETER DRAIN _ I Q � � � _ � � p : Q _ + - �-> -r-° � : n ►. n n � ° 30 . 8 ,_---> : o - ALL THE ROOF DRAINS FROM THE MAIN ,� � o , � � : � � '� o 0 0 0 0 � ' ENTRY TO BE CONNECTED BELOW GRADE ---F �'' � ' � _ �' �° N N N N o - ��� �8128� ° TO THE OIL AND SAND INTERCEPTO EXIT � �- --0�� : 1 �* �, ►� N N ^ ; - �� _ _ � _ r 6 , � EXIT ` ° ' ' � : co ui � Ki cv ^ °z : � � _ _ + .� �( 0 . 119 � _ EXIT + � % � �,. �.-e-� '� � _ _ PHASE II : . + + � � - 26 . 42 + _ - + - � - _ � _ , , � . + + 25 . 17 ' � _ _ �J _ _ � - i •. . 1 Sp / � _ — ' � + . ( landing ) 5 ` � ' � O ► + 2 . 0 1" � ' ' �- _ , f; i (8126) � � + , �. � , % � - - 1 + . _ (812 � z � � : t � 4 . 25 � �. _ � { �. H -�- � � ` ' '� '� s' � W ' V � � . 3 � /.'� J Q = � _ � � 6 — INCH DIAM . '� � , % + I 9 � � , ; - W ., � � .- — ��� COLLECTOR DRAIN �', I � 4 — INCH 2 • � — \ T 2 � . 1 ,_ Q � � (n W V J t8 � 24� = � � I PIPE FOR ROOF + ��,, �� ,�/ + DIAMETER � SPA \ DAYLIGHT DISCHARGE i_ I W Q e o � � � � °ia DRAINS ( TYPICAL + �., ; ;� ROOF DRAIN � I N TO D R AI N AGE ;_ � W 0 Z Q �� (8122) _ , — �°� + o `� TYPICAL 2 . 1 � � � � � -� SLOPE 3 . 'rJ �0 � �- C � _ , EASEMENT � � 17 ;_ c� w Z z j ts � 20, � .� - , �nP., � + . o � , i z: ` � _ � �' \ _ j + ; � _ � � + ' : I Z � � � � � _ 8122 ; , � + 6 - INCH DIAM . � � � , �. , ,. . Q � � - � � COLLECTOR DRAIN � � ._ . � a e� � � � _ , � _ . = o = s � + � � PIPE FOR ROOF �- ' �: �. � � oo Q = � � I � � + ' � T . 3+ �: `� � '� � � W ; , , � � + DRAINS ( TYPICAL = � ! � ` _ — / � � L . �J :p O �1Q � _' ' oo p ' �1 _ N J Q . ._ � _ - _ _ - _ � I�� 16 _ ; + ' -' - , �� 3 � + . SEE ARCHITECTURAL DRAWINGS FOR GUTTER AND ;: A � , ,� _ ' /o �' � ' � � r � � �` � - ` - - - - - - -�. ,_ __. _ _ � , DOUNSPOUT LOCATIONS =_ � w o _ . - - - - _ - - . 11 -= _ _ .. i .- - _ ___ _ _ � _ __ _ + . _ � 20 �,� � ,/� - - - - - - - - - - - - - --� - --- - - - - + �" � ' � Q 3 _ � TI E I N TO 8 '� �' + 1 . � - � 22 . 7 t' = �f � � � p : � COLLECTOR � � 0 -.. ` '� ; � \� , � 4 . 54 � = I , �j`� ~ ~ - + � 1� = � � R /� � �.. \ � � . 75 � A ` 2� FFE 24 . , = � / . � �- � �-h C t I + \ � � / � ---- 0 ' . ' ' ' _ `_\� + .'' � — + + � _ � : I f" _ � D R Y WELL �.�_,/' � � 7 + � . , (81 � �: _ � ( SEE DETAIL � � _ �' ��� 1 I ` _ - . _ i �-- — 2 5 �� �'` � � �° � _ ; � O 1Y � ° • � : - �, _ � � ' '� = j 5 LEANOUT � � 1 FFE25.0' ' , 4 . , � � :: . o0 (8118) � ° _ o _ � � � 5 , ' �•y = : � ( TYPICAL) ' - �' % �"' � �� I 'N rn - � � �1 � � ' � '� '- = c � N 21 . 75 �t � — � ° - : j ' � / / / � � � � � 1 � j ��.n.ww��..��.�.��..��.u.�.��.mu�uimmu�nx� n.u�r�muum. .nunmm�nx n.mn �� � / \ � � n � j � : �..�. _ - - � � 2 32 : : : �.� o � , : . � � w c� o .-�"'-. i �' ' � � '- : / � �, ..�,�,,,,�u� o� � +�� + 2 . � �8 � : = ,- � �I � z � � Q% _ -�-- + � - . x � -� � _ ...�.�._ I L E � `�°°�,... .� o + C� , � ,, J' , , , � ,_ � - O �- x V r � 3 v � ^ W (8116) � � ��� O � _ � L � � i � �"' -�. __ � . ' � / / O � W \ � ' O e �' "— s' 00 - -±�— /o � O O � 8120 � _ -...__8122 _ _ _ � , � � ,_ W � � �� � � + - - ' ` _ _ ._.. -- �� � �,/ �_ � � � o /` - _ �� _ � s - � __ - -� i (g / � � o�o _ � _ � /� � - ,,a � � ` -�-+nm \ \ � . . . S :��.nu��a.a.� . ��u,N.».o�......y.� s,.. � � � ` . � ' N � � I �w.u.w��w. "\.� � �` .�/"�� ���\) �� S . �...N' w..an.. .."+�..n 1 / � �/� � ��,1I' \ V � �� . 5 � � �xM�N�y��"W�^u�^ . � . wyn�4'.•nq�u \` � � � � / ". x t V I I /� �1'�1 71'�1� �... , � \ � s : .w °� """��..+...�.,, ` / � � U Q � �� � ��eHU,n, ��r , ".�..°,. J _ � = , �„ � . ..�.�°.' ,,••' t • !r� pp ��, �,,, � : � � " " . � � � , � n�r � ��n,u�n�,��u; , � — ' � + �*���-•,,..,.. ..�......�......�..�� , ••'�.• c� .-. RO OSED PERIMETER DRAIN ,, •• 8) -- V o � � ____ .�,...,.�.,. � 0 . / - � o � � \ � "�►�__. 5 ; ' � �I�������i���11�1��lO�qlHiflll�I��iN��li��i��iHl� . (UiU���I�L�� 1 � � � � � � � � ' �- AR U A NEW FOUNDATIONS - �ui��i��� / ' ' DRY WELL �� � � � v � r►��1���n'u , , ' — .� ( 1 _-- -- — _ � , , � , ; ; ,„.. � ( TYPICAL ( SEE DETAIL ��, ,a�•`' � � : o . — � ,„ ,.�....�• � � . .. � 81 6) ..�`'� -- 7 � � !IIIII�IIIllUilltilll , � � ' �, _� , ����+ �, � � � _ !'�_ ++ ililiill,lli � : ' -- „...•�'='� ,. _- --- N �l 11�11!11'll� � t � m _---� / � ' " �"/ � / II�IIi111Ui11;11�11HI11/IIN/t111� � -"'` � � �� ��� / i- \ ,„,.....�^� U \ � 3 ? �„„,,...w-' -- � �,.. \ � � � '� : : � / � � 14 . _�a� — � — ,,a ,, , � �n�u�►►�►►' , .M,.�. 4 -�-'" i rJ . �J \ n��►�n�nu�, �m�� � ....�,.w _.- � � _ LIMIT OF DISTURBANCE _ , ' __ �����----_� ����. `` � � � �� , ' _ ' II1i1171� 1 "' �� / -- � ��� � / --����--"'"~~ � ---------- --- -- — � � -` -' — — ' !u�i���ia��u;���n,��ia�n�m�►��iin E 0 A STI N G R 00 F D R AI N ,��,,...,o • � � � -- ~ " ; \ �u'mn'n'nu�! � , � U LE A D T I N TO D R Y WELL �,�.,.•,•`,•• � --- --------___ — — -- — -- — — — — � �1 n�m��,�tn�u,ni�nu,�►+��iun�ii �� , �' i �`�� (assumed , verify isting elevation ) "--- � � � � � Illl,p� I/[�fli//i � ,���1��0`���,,,\,,, � � �. ' Q H � Ifl,lllllll ' li III!Illlli • �' � � � � �� � ��'------„_–�.–.._� � � -� C7 . �� � IIi11�11111�I1J1111' � ������� / / � � '-------___,_----.� � � — —� � NIIIIII!IIIII�IIIOi�';--- ����5�� � � �- � / _„__� ,� N1�II��/�//+/1111+111 i � `�� .� / —.. ` ll ,�' � i �' ___ -------______--� � 5 . 94 � � , — �- � �- , _--- � � -- .� -~-------�.` � -��- � - - - - - - - - - - - g � � J - - - ---- � g _ , .-- , �'`------ � � �``�-------_ FE N C E � V � � ' ,-�,.r.-- TIE THE PROPOSED PERIMETER DRAIN ( SEE � �'�`~------.`_ � � °`------_____ --.__j-' ETAIL) AROUND ALL NEW FOUNDATIONS TO \ ~�' � o REn _�`��._' \ '_,."'_'-�----�-- __,^-.'�'..- "� ``\\\, //!//,' "'i------_____ \d1111flllllllllp/�> � '_``�--• � � -�^"` . ���� PO��� �.:�� °�i. THE EXISTING FOUNDATION ( IF FOUND ) OR `'-��..�yy � C�j �o�,oQ.�, PETRO`s��Ct'��; DISCHARGE BY GRAVITY TO DAYLIGHT( TYPICAL) -------_.__ ,� .,...--'' _ : �. .q-:07 ,�' _ --..___ 29526 s � . • --'''--- � ./ z�� . � = � . l.�_��� . . . � � \ __`��__ �_�— � � � ` �F+ AYLIGHT FOR PERIMETER TRACT B "_—_~�1y'--�----"-'—� ` ���� ��NA1. ���`����\ DRAIN ( TYPICAL) APPROXIMATE LOCATION OF EXISTING PERIMETER '��/1//!11!(1 filill1111��\ TIE THE PERIMETER DRAIN AROUND THE SKI LOCKER DRAIN ( SKETCHED FROM AN OLD DRAWING DATED FOUNDATION TO THE EXISTING PERIMETER DRAIN ( IF IT 3 - 8 - 73 , PROVIDED BY MR . JEFF BAILEY) GRAPHIC SCALE IS FOUND ) OR TIE TO THE COLLECTION DRAIN TI E TH E ROOF DR AI N TO TH E °RAw�v eY �. P. ,o o s ,o �o +o DISCHARGING INTO THE DRY WELL COLLECTOR DRAIN DISCHARGING CHECKED BY.• L. P. INT� THE DRY WELL TiE THE PROPOSE PROJECT NO. : Ofi169 ( IN F'�"i' ) PERIMETER DRAIN TO THE SEE REI/IS/ONS BOX � incn = �o r� EXI STI N G DA TE.• SEP TEMBER 11, 2006 � SOUTH PART OF S/TE � DRAWING NO. : 06169GR—DR. DWG _. � SHEET C- 3