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The Willows 2006 Civil B07-0096 Public Works Set.pdf
+ tl ' � ro � � c � ol � � � proJ � ct � � � m v i c i �n i ty m � p i �nol � x to olr � u� i �n � s - :; T � I � MPH �'" ° J �°t = Owner : Civil Engineer : � � � ���� a�.� co��r sr,��t � D E V E L O P M E N T , � � �� WILLOUJS � � T H E W I L L O W S ���; . ���L D�� :����,�� n��„�.� triumph pevelopm�nt �, Ipir�e E�gineering , f�c. � `� � ,� ��ada�� up _ . �_ Lo �4iWTllow �oaol 8120 UJoodmont ,4v�'lu� F'.O. �iOX 9� ' ��r � Cf0(d1 GTvTI Gover 5heet M1_I Mechantcal Gover Sheet ua i I , Go Suit� S�� Edwards , GO 81(032 C��2 �xisting Condittons Plan M12 Mechanical Schedules RESORT DESIGN Beth�sda , MD 2 �814 P: C9�IQJ ) 92 �0 - 3373 VA�� COLO ' � C��3 Initial Cxrading Plan MI3 Mechanlcal Sch�dules God � InformatTon - C�f�4 Subdrainage Plan M3.�1 Foundatlon Mechani`ca1 -Plan , 2 � � 3 � BC � P : C3� U 65� - 1112 � : C9�i � ) 92ro - 3390 � > C�DfD5A CzradTng and Drainage Plan i`i3.� Csarage Mechanical Plan TYPE 28 GONSTRUCTION �: C301 ) �05� - 5948 �; cr�r�5� Cxrading and Drainage Plan M3_i �irst Floor Mechanical Plan �_t srze = Struetural En i�t�°EP : � , C�m6 Cxrading and Drainage Detatls M32 Second �loor Mechanical Plan _4�� �F .4GRES C21 ,14�- S� � ArC�1it,�Ct : g � CO0'f Uti � tty Plan M3.3 third F �oor Mechanical Plan '' � � � i C�(d8 Ut ity Detai s M3_4 Fourth � lo r Mecha ica P) n 1 � I o n I a s�+ � co ,� � ra � e : Resort D �aign Associat�s ��. 12 W, Eisenhower � �YC� . �`�r ����j ° • I ! ; ; i of 5 UJ111ow Road 5treetscape Gover M3.5 Mechanical Roof Plans ASSOCIATES �4bove C�round = ifd ,82fd SF �� ' �'�''� �'l ' , 2 of 5 U1111ow Road 5treetscape M4.1 Mechanical Unit Plans Internationa l, fnc. ... . ��ti , . Below C�rour� c� = 1 �F,SSfa SF Lov� land , Golorado S��J3� , ' ; � 3 of � U1111ow Road 5treetscape M42 Mechanical Unit Plans 3� Benchmark Road P, C9'�Q� � � � � _ 2426 J�,a,x�� � # � 4 of 5 U1TIlow Road 5treetscape M43 Mechanical Unit Plana Sc1uar � Foota � � Galculatron - Suite 22m � , � e�-� 0� � � -� _ 2 ,�,c� a� . �,� ' 5 oF 5 UJtllow Road 5treetscape Details M4.� Mechanical Unit Plans � llowabl � C-�R��4 : lro ,�dro9 ,G`VOYt, CQ 8� (p2 � f�r� �, M4S Mechanical Unit Plans s,t x ' M4.6 Mechanical Unit Plans .4ctua 1 Cx�2�,4 = 33 ,298 {�: C9�im ) 9�49 - �899 �• ..•�. �� �''�� � rt�..� Mechanical Unit Plans , � • a +�dsca t� esi �t : echantca Untt ans F: C9'lm) 9�9 - �933 L � � g � . � B �� .�:, ; .. . p , M�.a M I PI ,....... .. ,,� ,: :. : -,.r w�:�.� Q -..jj: :A~> ,:.. . . . . ..... . . .�. � ,r,.., .. .s •-:;... ....,., y:;.,. I �.9 MechanTcal Unit P� ans IVOTE= ALL CsRFA lCsR06S RESI �EN7IAL FLOOR , � - '� �� " .. . . .. i . � � � . � ... .n.w.o;,:..� ., i.v. . q�'I.. � �,a � i . I41 .4 ..f .i � ...1 � : \. ; M q,�yi�..'� . ,..y..y�� i, , .. . 'w .::v � �, . �'' L� I Layout Plan . . . T�rrasan Inc. .. . . ..,.. . , " I . . 'N.i:.,.�Sh...�y : . H .. C� d n.wN�' � .,..1 ..�..ril . .. ..�".; • i�....:T '� i " �v � :�". + . . ..:..:� :.��lr, � � .. : ':- ' ' ARS,47 GALGULA7101VS .4RE MEASURED ro ; , , . . . r . ;., ,�. . ;, �, . ;;^?. , ;. ' L2 Landsca e Plan M� I(d MechanTca I UnTt Plans , ..<;:,>,.: �:, v.�: . , . , . . .. . .<.....r�.,.., . :R.,;:: ���_",`,�• : : i ', �, a= „ c I� Cor�tractor . W � � . ,.. : .. . ,�.� .. :.;. ,:.�. . � . . . . `a' .:,i . p ft �..r%'�;'. �f',k.+ �.n. :� , • : ! � ... � ...��i. i� ( . . 'l. , .;.i . . v ,., OUTSIG>E FACB OF �XT�RIOF2 81-F�AT+-{ fNG. I�O �O � G�iI 1�1 St. . . ... . ;,...: ., . • . . , , , , . , ; � ,:, ; - < r� .,,. .�r�,�.„;.::,;:r.:.,.. : � - , . ,.: .;R..;;;,::.,.;, M5.1 Czas /Domestic UJater Risers . � r a :; , ; . . � f , , ' i .�'!: ' • .A . _ �t3.�� : w ::t .'��:h. .-.daN...y.: a, '�w �: � � �<�, cape Notes and Detaila Denver CO 8�218 r � �� f � � • �s Lands RA Nelson , �, :> , y ',,% ' :;,��`;�f• ;.; r` �:� � ::., � L4 Landscape Notes and DetaTls M52 UJaste and Vent �2iaers P• C303 ) 331 - 171-I - ' -: i Q ,,.,,, . ,. � �ra�;° a� . M53 Ulaste and vent Risers 51 � a le Roa d �"2 • .�; i '. , < f�.r . ..� ��� � : r : h ;, ...,: g v,, ' i; ; . , ' ;,.r.,�r„ � ., � �s, f„ ,•a. :7:` ',rg,-r. • M5.4 Waate and V�nt Risers Avon GO S1 �o20 � : ( 3ID3 ) 331 - IS1� , /'/;; " -� ; � ��.c � •":; ,� `�� ' A I�k�►tla� o� �-�.=•%--.%. -� M55 Waste and Yent Risers ���'` "'° `" ' ` ` M5.ro Waste and Yent RTsers ARCHITECTURE, I . '!�'%�YI '�•� .M1)�L(i, k 3 A..n-.. �'• � Q. � �n �n�+ .0 C �' ' y /. � P : C9�0 ) 9�49 - 5152 'R /,/ .:f , , {�'� ��+° �" . . . , � 1 - I Irrrgatton Plan ��/� ;,� : , . � ,•. .�" � �� " , . � . , ��� M5.7 Waste and �/ent Rtsers f�terior pesi n : � - 2 Irri ation Detatls PLANNING � : C91 �) 9�9 - �3� 9 g � ��!• � � �' , , ; < �; ;, �� � ,�° ..,.� `� M5.8 I-lydronic RTsers ,�� `��r �` ,,, � . ;.; . �� , ,;' ,; . s '< d I - 9 Irrigatton Detatls ' .� � ;j,. , y 1;*;F,<� �,,. k > . � ;,�.�", ' M� .� ►�e�+�an�cal otagrams INTERIOR DESIGN .. :. . _ , Slifer ,.., ... .� , .::. g . , �.. p�9i �IS ,�, ,� < ;� ...� . .�.� � • -.:x < ,. `:a,� . , - . � .,, , �; ; ':,' �. � . ,��'� rams M�chanica l El�ctrica I Plumbt�� Enc�'in��r : �iverwa lk at Edwards ' ° .� � ; " ` ' , � �; °: •. «° ,� ` • : � f :. � } � ,� � `;� M62 Mechanica Pia , , ,;u � g aU 1�1 d �1Z�° C0�1SU � ti�t �1 i�1�►�°C'S ��1G. ��4�� � � ' '''� �< ` � ee;,''-11*�r"*! 1�d nQeullur�. M6.3 Mechanical Diagrams Be d Cz 9 E J - 21� Ma in St , 5te C - l0m b�"��� fi,��� ; y � >. , . ''. r . ., ° _ ; :', , � �° �I�1 t�° �` � l f'1 O �. �° S -- - - - San Francisco Office ru „ . ; ; : ,� „ � � � M6.4 Mechanical Diagrams ilm �ast Beaver Creek Boul �vard � dwards, CO 81� 32 �' �'°>�� f ' -" �. . :� . '" ` , �� � � %'� �� ar�.i Ordinance 30 , ,��. .. :. : .0 � Suite 202 � ,,, .� ,; , , �r :. {. . � �5 f 4 ✓y� = - - - S� �tCA 05 P: 19�0) 926 - 82 (d0 , , Y, , , � ; I � .. ; .% 1 , csa , � £, £ ' d a e vel �i ���r.si ��,��.� 6Z5 Market Str 4th Floor � . �- ` � � ;, n Francisco, ,4vo�1, GO S1 �o20 � : ( 9� � ) 5(09 - 322 (I> � � ::,°�` ; z ; 4" ° ^ ' , AI.�I Ftre Se aration C�arage Ceilin , ; , �>:` - ,,.:�.• .�.:;. ,,� .<.. , • � ,.% � � .� .:, : �. �.v. � � : Y � v% � �, _,,,, � . . 1. ALL GONSTRUCTION SHALL GOMPLY WIT+� CODES LfSTED ON THIS TITLE S�+�E7 INCLUDINCs �� o r � � Tel: 415.39Z.44 31 ,,., , : . ..: ,.. . : : : ,, . • . � � lectrical Cover Sheet ode pata � � � : l9�(d ) 9�9 - 61m8 ,:,� ,. : • � � ,,� ,�3' ;:::� ALL tOWN OF vAIL COpH AMENDM�NtS. GON7RAGtOR ?O �E RESPONSI�LE FOR GOpE 2 F or F3X: 415.39�.4454 P . f;;>` • .;;>;' ;<;; f;>.> ,f.,:. ,r Al2 Code Data 5heet nd lo . ./., :: a :�:::�' .:::.: />:� ,."si� ,f::: . :>; 2.1 � ectrTca I Site P an ,: . ,::. E I I �.:::,.<:, ,:. ,:: ... ,� . ., , `>, .. COM IANC . ,. .,r , :tr?' .::� _ <<,/ . :>>:>°` PL E � : ( 9"im ) 949 - 6159 � .�.><.� � � � � �"' � � :: <.� ' � ,...> � AI.3 Gode Data Sheet 3rd Floor �3.(D Csara e ElectrTcal Plans ..� ,:::: . : � � � � � � � � � � � ! ! ! 2. CONtRACTOR 70 BE RESPONSIBLE FOR fNVES71CsA71NCx AND VERIFYINCx ALL CONDItIONS .41.4 Cod� Data 5heet 4tJ� Floor g � � � � � � " " � E3.1 First P � oor E �ectrica I Plans Louisvi I le Office AND DIMENSIONS oF THE PROJ£Gt AND SI�ALL NoTIFY 7HE ARG+�IT�GT OF ANY AI.S ExitTng Plan C�arage Level �32 6econd Floor � lectrica ) Plans DISGREPANCIES BETWEEN pRAWINCrtS, SPHCIFIGATIONS AND ExISTINCx GONDI? IONS PRfOR AI.6 Exiting Plan lst � �oor �3.3 7hird � �oor � �ectrica � Plans 357 S. McCaslin � lyd. SUlte Z�OQ 1� f� IIy� TO SUBMITTINCs BID AND PRIOR TO StART OF GONStRUCtION_ ,ql.'1 Exiti+� Plan 2nd Floor CO $00�7 � I � 7 I � � � � � bF I � � s � m !� 01 s m a t � r i a l S � � � � � S g �3.4 Fourth Floor Electrica I Plans LOUISVIIIe, 3. GON7RAC70R TO vERIFY �IELD CONDfTIOUS WITN C�EOTEGHNIGAL ENCsINEER A1-8 Ex;ttng Plan 3rd Floor �3.5 E �ectrica � Roof Plans T@h 303.449.4433 GONTRAGtOR S+�ALL PERFORM ALL u10RIG IN STRIGT AGGORDANC� WI7H T�4E SOIL '9 AND A1.10 Pire � Se dration Fjoor �4.1 � �ectrTcdl Unit P �ana FaX: 3b3 .9zfi.5233 PL ,4N E S�tION CxEOLO�sIGAL REPORt. I� Roori NuMaeR . an r g Plan ��'-� � lectrlca I Unit Plans BUf � DI1�lCz SEGT101V 2 2 9UILDINCsBECTION �OOM NAME , , 4. CONTRAC70R SI-4ALL N07fF7 ARGF117EG7 A60UT GONDITIONS REG2UlRINCs ,4 MODIPIGATION ,q2,a S1te UJa � � P�ans �`�'� � IectrTcal UnTt Plans NUMBER 24� L �v��� '� R°°"i "Ar� -- '° E�.4 E �ectrical Unit Plans ,Ct � 0f2 G�IANCzE BEPOiv� PROGE�DINCs UJITH THE IUORK. AVOII OII ICG � PL ,4N � ,�.�� 5 ,q � � ,4Nia l�IUMB� � S, Fs w� G3 � "� E ,4i�TH " ���� PL �'UJOOi� .43.� C�arage �loor Plan Eq..b E �ectrTcal Unit Plans __ .... .... � \ UJITH FfNISHES_ ,r ---�' 5. REFER TO 67RUGTURAL, MECHANICAL, PLUM61NCz AND ELECtRIGAL DRAWINC,S POR A3.1 lst. F� oor Plan �q.,g � ��ctrical Unit Plans 30 W. denchmark Suite 22�0 (�� ---- •- �•- SHEETNUMBER 6A8P � � A32 2nd. floor Plan otNER GENEI�AL REQUIREMENtS ANp GOORpINA7E U117H ARGHI7EGTURAL DR4U11NCsS. �4.'1 � lectrTcal Unit Plans i�VOn CO 81620 P�ooR ����'""�" �'�'""�"�� ROCK FINIS+-4 Woon A3.3 3rd. � loor Plan ��._g � �ectrical Unit Plans � � wa�LS ` E � i 6. ALL GONSTRUGTION t0 PROVIDE A Wa7ERPROOF, WEATNER-tlCx++T BUILDINC�. A3.4 4t1-L Floor Plan Tel: 970.949.0899 SUILDIN� S� GTION cEILIN� GONtRAGtOR SI�ALL FLASN ANp GAULK AS N�GESSARY TO AGNIEVE THIS REQUIREM�N7. A4.1 Roof Plan E4.9 � IectrTcal Unit Plans Fabc: 970.949.D933 � � � � y,q-r � p� � !�� , . . F20UCx+-4 U100D / �4.10 � I�ctrTcal UnTt Plans ICEILINCs HT. POROUS FILL ,, �.., �GONtINUOUS �1, pINISH CsRADE SHALL SLOPE AWAY PROM SUILDINCz 70 A DRAINAGE SIllALE oR HARD ��-0 Exterior Go �or Scheme �r� � � ��ctrlcal One - LTne Dta ram UJALL TYPE » i� us�o� b A5.1 Elevattons g info�iResortDesi n.com �„�A� ^ PIPE SYS7EM pIRECTfNCx WAtER oUT ANp AWAY �ROM BUILpIN� 7o A SUITABLE oU7LE7 E52 Communications Riser Dlagram $ CU.ON.). GOORDINATE SLOPES WITH LANpSCAPE ARCHITEGT AND CIvIL ENCzIN�ER. A52 E �evations �(o_� � �ectrTcal Dia r8ms WWW.ResortDesi n CO�'1 . . . . ::i � :: : EEE :.:::oEE r��' .�'7� � L. . {��1.��31--{ ����/ . � � � � ��J' .3 Elevattons � 5 � � - �� - tt O DISGONT11�lUOUS g. F}qNDR41LS SHALL BE PROVIDED At ALL S7AIRWAYS, INTERIOR AND EX7ERIOR, WI7F+ ��2 � I�ctrTcal Schedules S1�STEtrt T,4Cx SYSTEM TAC� - RE : SYST�1�1 tW0 OR MORE RISERS. HANDRAILS SHALL BE 36 " NIGN �ROM tREA1� NOSIN� WItN A MIN. �63 � lectrical Pane1 Schedules ELEv.4TfONS �' I�IOTES FOR PLOOR, �.U.4LL , . . . . A�o2 BuildTn Sectlon �6 .4 Electrical Panel Schedu �es GEILINC� s ROO� SYST�MS, INFO. --------�-°�°�����-••--°°-• �4SPI-1,4LT PAl/ INCz/ � OF V�" GLEARANGE FROM IUALL AND A GROSS S�GTIONAL pIMENSION OF 11�" MIN. AND 2 " - �� � , ' • R0.4D8ED M.4T �� ��•: S.4ND , �L .4STER MAx. HANDRAILS. S�+ALL SE CoNtINUOUS tHE PULL LEN�tH OF 7HE STAIRS AND $NALL ui n c n �� 5 � Iectrtcal Panel 5chedulea � DooR M,4�+G - teE : DET.4tL tERMINAtE IN N�L POSTS OR SAFETY TEi�h11NALS. .4'1-1a UJal ) Sectton �� � � lectrTcal Panel Schedules L� 00� M.4RK 1 �� MA1�lUAL �OR SC�-lE � ULES s , ., . ° A�.lb Wa � � SectTon Cz�APHIG pOOR tYP� B ;e°` �.�, ' ,`;.+ a °'•�� CoNCRE '�E �3ATT (NSU� ATION 9. OPEN SIpES OF LANDIUCxS, ?ERRAGES, DEGKS AND �ALGONIES MOR� tNAN 3rD" ABOVE AS_1 � �evator P�ans E Sections '�� Y��� � � ° ". '' � ADJACENT GRADE SI-1ALL NAV� 42 " MIN. NEICsNt GUARDRAILS AND HAvE ND OPENING rn¢ r�a� � =c. � urns � THAT WILL ALLOW PASSACs� OF A 4" pIAMETER SPNERE_ �82 Elevator Plans E 5ection WINDOUJ MARK - R� : I� � tAIL A8.3 Elevator P�ans E Section I.UALL SECTION ,a,� O A84 5tair 5ectlon FA1.m Czarage Level �ire Alarm Plan UJ11�1DOUJ 1�1,4i�K ,4 M.4NUAL FOR SC+-IEDULES k StONE v�NEEis 1eICsIC% INSUL .4TION 10. ALL FIREFLACES ANp AGGESSORIE9 to MEEt LOCAL AND STA7E COpE9 INCLUDINCs �AI.1 �irst F� oor Fire ,4(arm P�an C��APHIG WI1�tpOW TYPES �������L�� '* �` A85 St& ir Section FIRE RATINCzS, ETC. �AI2 Second Floor Ftre Alarm Plan A810 StaTr Section .II 0 11_ DOOR/U1INPOW SG�4�pULE INDIGATES SIZ� ANp TYf'E FOR PRAMINCx INFORMA710N ONLY. AS."( 5tair Section �AI.3 third � �oor Fire A �arm P�an i�EvfSION Q � • �,,;f'�,,.`;,�� ;; .'. CUT STOt�IE M� 1',4L STUD CONtRAG70R TO SE RE6fi'ONSISLE FOR ROUCxN OPENINCsS REQUIR�D BY WINDOIU AND A t Tr ect on FA1-4 Fourth �loor Fire A �arm Plan 0 � INt� IG,4TION DooR MANU�ACtURER FP(d.(d �ire Protection Cover 5heet D�rAi� r�uMe�R A89 Sta r S ctT n � � DESCRIP710N OF ,c,a� �+eerNUr�eeR �- e�.evariox ,°'�, j`f GoNGRETE BLOCiG 12. ALL TUBS S�IALL NAVE A ONE - PfEGE UJELDED TRAP. A9.1 UJindow c edu �e �PI.O Cxarage Level �ire Protection Plan � Q A92 UJindow Schedul� �Pl.l First Floor �ire Protection Pldn � � LEV.4TION 'ro� oF ���rwoo[� 13. ALL CONCRETE RETAININCs WALLS S+�ALL HAVE WAtERPROOFING A7 BAGIG ANp AT ,41(D_I Door Schedule FPI2 Second � loor Fire Protection Plan � t 1 L� Et.41 � SLOUJUt= MAT�iG imm ' - ID ° � FOOTINCx. BAGG FILL t0 SE SAND OR GRAVEL Al(D2 Door Schedule �PI.3 Third F �oor �ire Protectfon Plan ,_ \.I , e�evarioN � STE � L CLGc_ SGAL � � �PI.� Fourth �loor Pire Protection Pldn � . 14. WRITTEN DOCUM�NTATION SNALL PREYAIL OvER SCALED PIMEN510N5 ON pRAWINCsS. �N Al(I�.3 Door Schedul� � A13.0a Public Space RCPs �PI.S �irst F� oor �ire f'rotection Plan • - 1 NO EV�Nt IS A DIMENSION TO BE SGALED 01=F OF ?I-4� DRAIUINCs9 LUIt1-IOUt PRIOR � � ` pRAwln� rturleER APPROVAL FROM ARGHITEGL A13.0b Publlc Space RGPa � ` I c�YPSUM 80.4RD CLCz_ SGALE � A13.0c Public S ace �nlar ed Plans D � T,4fLS - R� = DEt.4 � L MANU� � � ,4 � ( �j� T I TL � � 15. PROVIp� R4pON M1TICxAtION UNDER ALL SLASS. A13.0d Public Space Enlarged Plans 1�t�AUJINCx TITLE 2 � 1 /4 " = 1 ' - � " A13.101 Enlarged Unit Plans � � 16. GONtRACTOR AND ITS SUSGONTR4CTOR WILL DESIC,1� AND BUILD ELECTRICAL, A13_1�2 En �arr�ed Unit Plans �ET.41L CUT �12 sc,a�e MEG�4ANIGAL, PLUMBINCs SYSTEMS AND INTECxRATE tHESE SYSTEMS fNTO ARGHI7�C7UR4L A13.1(D3 Enlar ed Unit Pldns � L � vATlot�l AND STRUGtURAL �LEMEN7S. ARGHITEGt WILL REvIEW ANp A551ST WITH GooRDINATION. A13.1(d4 En �arged Unit Plans ARCHIT�CT IUILL NOT S£AR LIABIL (7Y FOi� ELECTRICAL, MECHANICAL, F'LUMBI1�1Cs DESICsN g ANp PBRFORMANGE. 3 � r t ns siMi�aR �arai� �- ----�-__ ���-{ ,413_1(d�oa Enlar ed Unit Plans NUMBER /\ ; UJOO1� SIpINC� I .�._._'-' ;�'� 1.U00p 1l. DIMEfJSIONS BEtIUEEN BUILDINCx AND PROPERTY LINE IJ?ENTIFIED ON SHEEtS A13.106b �nlarged Un1t Plans pETAIL NUM6ER j�jOR�f-I ,4R�OUJ L"""""°"� A3.(d/A3.1/A32/A3,3/A3.4 SHALL BE tHE APPLICABLE SE7BAGKS. g RELATED � 3 " � A132�1 En�arged Unit Plans p � T.41L GUT Al2 ,412 !� 3HEE7 NUMBER �r STONE ��� ����` CxL .4SS $ BEL. ou1 ote A�ovE T NORT+-4 A13.2�3a Enlarged Unit Plans �M�R �EET A13.203b Enlarged Unit Plans RBVISIOnS: � CONGRET� , 11 - 1�f - m6 PEC SUSMITTAL STUGGO A13205a Enlar ed Unit Plans NOT� = RE = � ETAIL MANU.4L �OR CONSTRUGTIOi�t ASSEMBLY ��,a,P}-} IG SG .4LE � � � A132(d5b Enlarged Unit Plan 12 - (01 - (C��o 70WN GOUNCIL TYPES, nv-r� � ior� Fi �s+-+� s, sc�--+� z�u� � s, i �� .4DDITION To , , , , g 12 - 2m - m6 DRB SUBMITTAL � - 1� - m� DRB SUBMfttAL ITEMS LISTED .4BOU� . � 2 `� S ��O ,413.3(dl �n arged UnTt F' an A13.3(d2 Enlarged UnTt Plans A13.3�D3a Enlarged Unit Plans 2 - m� - m� DRB SUBM177A� a � � � � V I a '� I � ,� Cv. A133P�3b Enlar it P ans 2 -2 (!J - m'f �o (Dio PRICINCx A13.3 nlarged Unit Plans 3 - 21 - (1>�I 9(I�io PROCzRESS A13.305a Enlarged Unit, Plans 4 - 11 - (D�f P� RMIT S� t A133�d5b Enlarged Ulnit Plans �o - �o - f1» PERMIT ABv ASOYE GAS GABINE7 DTA pOVEtAIL ANC�4oR F.D. FLOOR DRAW JL. JANITOR'S CLOS�T NJ�I.T_ NON-METALLIC c�TY_ GZUANtITY SPKR SPEAKER U.S.G_ UNIFORM SUILDINCs CODE A13.4m1 Enlarged Unit Plans A.�P. ASOVE FINISHED �LOOR GAD CADMIUM DN DOU1N F/L FLOOR LINE JT JOIN7 INP.J NO PAIN7 G2.7. QUARRY TILE SPEC SPEGIFICAtION lS) U.M.G. UNI�ORM MECHANIGAL GODE A13_4(d2 Enlar ed Unit Plans 5uBM17T,4L AS.0 ASOVE SUSPENDED GAN? GAN?'ILEVER DS DOUR�ISPOU7 �.f'L. PLOOR PLATE JF. JOWt �ILLER N.A. N07 APPLIGA�L�, fAYAILABLE) SPCz.Pt SPRING POIN? U.P.G. UNI�ORM PLUMSINC�s GODE g REvISfONS GEILINCx GPt CARPE7 IEDI DRN DRAIN FLUOR FLUORESCENT N.I. NOT fNCLUDED 5Q SQUAI2� U.ON. UNLESS OTHERUJ�SE NOTED A13.4(d3a Enlarc�ed Unit Plan ACG AGCESS GSM7 CABEMENT DR.BD I�RAINAC�E BOARD • FJL FLUSN JOINT N.I.C_ N07 fN GONTRACt S.F. SGlUARE FOO7 IFE�T) URN UieINAL A13.4(d3b Enlarged Unit Plan A.P. AGCESS PANEL G.I.P. GASt- IN- PLACE D.T. DRAIN tILE FTCs POOTINCx IGP ICIGKPLATE N.7.S. N07 TO SGALE RB7 RABSET, REBATE STS STAGKED 5?UDS R4p RApIUS AC ACOUSTIC,4L G,I. GASt IRON DUJR DRAUJER FRCs PO1�sED iG(T KI7G1-4�N NO. NUMBER S.S. STAINLESS S7EEL ,4G.T. AGOUSTIGAL TILE C.B. GATGH BASIN DUXs DRAWINCx �DN FOUNpATION iG0 KNOCiGOUl' 121? RAILROAD TIE lTIMBER) StD STANDARD V.B_ VAPOR SARRIEfi2 I RWG RAINUJA7�R CONDUCTOR ACR. AGRYLIC PLASTIG CGJ GAULK CINC�) D.�. DRINKINC-� �oUNtAIN �R FR4ME lD), fINCx) RGPt RECEPTACLE StA STA71oN vAR YARNISN g�_(d C-�enerd � Notes, Legend, Abbrev. � Sheet List ' � � ADP A17pENDUM CDR GEPAR D.IU. DUMB 1UA17ER �R.PR. FR�EXE PROOF OBS OSSCUR� STL STEEL YNR YENEER RDWD REDWOOD ST StONH v.7.R vENT THROUC,H ROOF 51.1 Caenera I Notes � Specia l Inapection Q� (� (� .. ADN ADDfTIONAL GLCx GEILINCs �.A. FI�SN AIR LBL LASEL O.G. ON GENTER l5) r RE: REPERENGE, REFER t0. STOR StORACzE CV) I/ERIFY S12 Load Ke s ADa-I ADNESIv� CEM GEMENt F.I.O. PUR1�11SHED AND INStALLED LAB LASORAtORY Of'�'z OPENING �� �pJ��CT lED), ( IvE), COR) y '�,� ADJ ApJAGENT GM CEN7IMETER lSJ BY otNERS LAp LADpHR O�JSt. OP�N-WES JoISt SD_ . STORM pRAIN v.IF, v�RIFY IN FIELD 51.3 7y�ical ProJect UJTde Concrete DetaTls � � L.B. LACa SOLT OPI° OPPOSItE 1�E� R�PRICxERATOR � ADJT ADJU9TASLE GT1T_ CHRAMIG MOSAIG TILE �A. EACH P.B.O. FU1�11SHED BY OT�+ERS �2EC, REG,IS7ER S7R STRUCtU�2AL VERT Y�R7IGAL 51,4 TypTca ( ProJect UJide Concrete DetaTls � ACxCs Ar�CxR�GAtE G,T. CERAMIG TILE FUR PUi�RED ( INCs) LAM LAMfNATE lD) OP.H. OPPOSITE HAND SUSP SUSPENp�D V.SJ. YERtIGAL SLIP JOINT E.F. EACH FAGE REfNF 12� INFORG� CI� ), lI1�lCs) 515 Typtcal ProJect Wide Steel Details �'3 A/C AIR GONpITIoNINC, C�4AM G�,q��� FUT PUTURE RG.P, i�pLECTEp GHILINC, PLAN S1.6 T ical Pro ect Wide 5teel DetaTls ` E.UJ. EACN WAY LAV LAVATOi?Y O.D. OUTSIDH DIAMETER SYM SYMMETf2Y CICAL ) VES7 YES718ULE ALM ALA�"I GI-{R GI-4ROMIUM ( PLATED ) L.H. LEFt I-{AND D�.S.GI. OUTSID� FAG� STUD U1ALL SYN SYNTI-1�71C VW YINYL yp� J ALT ALT�RNATE GIR CIRGLE ��-�C ELEGtRIC CAL) lR) REMOVE 5L"I Masonr DetaTls �' E�_ �LECTRICAL PANELBOAI?p L.H.R. LEFT I-{AND REv�i28� O/O OUT 70 OUT �Q �QU��p SYS SYST�M VL.B. YINYL BASE y * t AL ALUMINUM GIRG GIRCU1r1FERENGE E1JJ.C. ELECTRIC WATEfi� GoOLE� L LENGT++ oA OvERALL v.G.t, vINYL cOMPOSITION TILE 81.8 Ltght C�age typica I Deta i Is �r�. � , A,C.I. AMERIGAN GONGRETE GL_ GLEAN OU7 RHSfL RESILIENT �,. ��� GLR GL�AR (ANGE) ��- ELEVAtION Cz.P.M. CsALLONS P�R MINUT� LW LICxNtWEICxH7 OI-4 OvERNANG, OVERH�AD �t RE.tURN VF. YINYL FARRIG S2.(I� Foundation P�dn INSTITUTE ELEv ELEvAtOR GALV CsALVANIZED LU1G LICz+�7lUEICxHT CONCRET� �,6,, �tuRN q�R tICBp TAGKBOARP v_T_ vfNYL TILE 52.) �irst Level Framing Plan ��"? � AfA AMERIGAN INSTI7U?E OF GLOS GLOSET EMER EMERCsENCY C�.I. CsALvANIZED IRON LMST LIM�STONE REv REvERS�, REYISION TEL TELEPNONE v.IU.G. vINYL WALL GOVERINCx S22 Second Level �ramin Plan �✓ ARGHIt�GtS GLS GLOSURE ENGL ENGLOSE CU�) Caa�-`'�'- CsALVANIZED STEEL SHEET L.F. LINEAL FEET �p� PA ��T «p� v.J. v-JOINt lED) g � A.IS.G. AMERIGAN INSTITUTE OF G.UJ. GOLD UJAtER �Q �QU,q� GSiGT cxASKET IEDJ LNTL LINtEL PR PAIR �- RICsHT �+AND tv 7ELEYISION 82.3 third Level �raming Plan C� � STEEL GONSTRUGTION COL GOLUMN , , EG2UIP EG2UIPMENT GEN CsENER4L L.L_ LIvE LOAp PNL PANEL R.O.IU- RICsI-IT OF IUAY TEMP t�Mt�(2Ep, 'T'EMPERAtURE A.N.5.1. AMERIGAN NAtIONAL StAN1�ARpS GoMB Co1�IBINATION P.B. PANIG BAR R RISER T�. TERRA COTTA 52•� Fourth Leve � FramTng Plan ��L: � � �� EST EStIMA7E �-G- CsENERAL CONTRACT fOR) LYR LOUVER R,D. ROOF DRAIN t2 tERR4ZZO S2S Roof Level Framing Plan > "-. INSTITUTE GOMP7 GOMPARtMENt EXG EXCAVATE CxL CxLASS, CsLAZINCx P.ID. PAPER TOWEL DISPENSER � � �DOF HATGH 7HK T+�IGK IN�SS) WSC7 WAINSCOT 53.(d Foundation UJaII E �evations A.S.T.M. Ai"IERIGAN SOCIE7Y FOR tEStINCs GOMP GOMPOS710N (GOMPOSITE) �XH EXHAUST CsL.B. CsLASS SLOGG P.7.R PAPER 10WEL REGEP70R UJ.H. WALL I�UNCa R�G ROOFINCs TF+R THRESHOLD 83.1 Shear Wa � l � � evatTons AND MA7ERIALS GOMPR GoMP�SS (ED ), IION), CISLE ) ��� �xIStING GLU- LAM GLUE -LAMINAI'ED TIMSER MN MAN++oLE PAR PAR4LLEL � ROOM 7B.D. To BE DE7ERMIN�D WPR UJALLPaPER g3� Shear Wall � l �vatrons D��WI �g� Tltle: A.DA. AMERICANS IUITH DISASILITIES coNG GoNGREtE ��. ExPAN51oN BOL7 C,.R. CsRAB SAR MFR MANU�ACtURE (ER) �'-�p- f'ARTICLE BOaRD WT_U1. WALL To WALL g3.3 Sh�ar lUa � l � levations RO. ROUCsH OPENINCs T.P. tOIL�7 PAPER NOLDER C O �l ACT CM1.L GONCRETE MASONRY UNIT EXf EXPANSION �R Csi�4pE� GxRAp �KCz MRB MAI28LE F''ITl PAR71tION t.P'IN. TOIL�T f'ARTITION UJ-G. LUAtER GLOSE7 � � q.W.G. AMERIGAN WIRE GUAGE GoNN coNNEG71oN PvMT P.4vEMENT RS. Rou�+� SAWN Wp lUA?ERPROOFINCz S�F•(D Foundatlons 5ections t Details EJ. EXPANSION JOIN7 CsF.RC. C�sLASS FISER REINFORCED M.T. MARBLE TILE ToL tOLERANCE W_f�. W,4T�R REPELLENT 54.1 Reiainin lUa CONST GONStRUGtION PED PEDESTAL iZ.B. RUSSER SAS� ANG ANCI-IOR, ANCHORACxE EXT �XtERIOR GONGREt� MAS MASONRY , TsCz 70NCsUE AND CxROOVE g II SeCtions CS.I_ CONSTRUGTION PEND PENpANt R-t• RUSSER TILE UJS LUAtERSTOP ^ � + ,q.g. ANG+�oR BOLt E.fPS. �xTERIoR INSULATION ANP CxVL CsRAVEL M.o. MASONRY OPENINCs tsB 70P ANp CiOtTOM 55.(D Framing Sections 8 Detalls � � I ANOD ANODIXEP SPEGI�ICATIONS IN971TUTE �INISI� SYST�M C,RD Cs120UND MATL MAT�RIAL CSJ �'�� PE�ORATE (p) T.O.B. TOP OF BEAM lU7 U1EICzHT 55.1 Framing „ ections e Details ���+ APPD APPROVEp GON7 CONTINUOUS OR GONTINUE Cx? GsROUt MAX MAXIMUM PER PERIMEtER t.O.C. 70P OF CONCRE7E W-WF. WELpEp WIRE FABRIG S52 �ramin �ectiona 8 Details � � PI-4 PI-IASE SF�L SAFETY CaLASS lUl-4.8: UJHEEL BUMPER g APP APPROXIMATE CONTR CON7RACT lOR) CsA CzUAC:E MEG+� MEGNANICAL t.O.p. tOP OP DRAIN S�o .� Column 5chedul� F'LS PLAST�R SRST SANPSTONE UJ lUID71-4, UJfDE AF2CI-I ARGH1TEGt (URAL ) GJ. CON7�20L JOINt FAS FASRIG,4?� Cxl'P CsYf'SUM M.G. MEDIGINE GABINET TIJ.F TOP O� FOOTINCx PLAS PLAS7IC Sc:N SCREEN WDO WINpoW 56 .1 Golumn son�aul � � DetaTls AD AREA DRAIN GPR GOPP�R F.B. FAGE BRIGIG MED MEDIUM T.O]"I. TOP OF MA50h1f2Y AUT AUTOMA7IC PLAM. PLAStIG LAMINA7E CS) SEAL.4Nt W�x. WIRED CzLASS S62 SGhedules COR CORRUCxATED F.O. FAC� OF MBR MEMBER T.O.PL. TOP OF PLAtE ,4vCs AVERACxE 1-{Bp NARDBOARD PL PLATE STC: SEATINCs W/ U11TH GTR GOUNtER F,O.G. FACE OF GONGRETE M6 MEMBRANE t.O.PLY. tOP OF PLYlU00D GS COUNTERSINiG p,O.P. FAG� OF FINISI� NDW HARDUJARE M7L MEtAL f'�s. PLAtE CsLASS SEGT SEGTION T.O.R TOP OF RIDCaE ` W/O lUI7HOU7 � � +-4U1p NARDLUOOD P/L PLA7E LINE SHTG SI-4EA7HINCi WD 1U00D SSMT BASEMENt GRS COURSE lS) FA.M_ FAC� OF MASONRY �p H�� MTFR. METAL FURRINCs PLY f'LYWf�OD SHT S�4E�7 t.OS, tOP OF SLAS �.g, 1U00D 6ASE D�tC': NOV_ ��0 , 2 �� �0 SM BEAM GRCi. CROSS CzRAIN PA.S. FACE OF S7UDS M.R.p ME?AL ROOF DECiGINCs tA.StL_ tOP OF S?EEL BRCs BEARINCs GF. GUBIG FOOT PAS PA5?EN, FASTENER �pR HEADER M ME7ER (9J �t POCIGET SM.R S�{�ET MEMBi?ANE ROOFINCx T.O.IU. 70P OF IUALL UJf'T_ UJORKINCs POIN7 1-17R 1-4EATER P1' POINt S.M.A.GN.A. SHEEt METAL d AIR lll.I, IUROUCxI-4T IRON B�L SELOW G.Y_ GUBIG YARD FN.D. �EMININE NAPKIN DISPENSER MEZ MEZZANINE t,L.p. tOtAL LOAp NTCx !-4EA71NCs PV.G, f'OLYVINYL GHLORIpE GONp (TIONINCs CONTRAGTORS � B�T BETUI�EN FN.R �EMININE NAPKIN REGEPTAGLE H.V.A.C. I�EAtINGs/vEN?ILAtINCx / AIR � MILLIME?ER CS) p,�. PORGEL;41N EN'AMEL NAtIONAL ASSOGIAtION T.B. TOWEL SAR PI'O eCt NO: 232 � �.�� BYL SEVELED FN FENGE CONDITIONINCa MU1K MILLUJORK POS POSI?IvE, POSITION TL. 7RACiG LICzNTINCs J 9.v. SI-I�ET vINYL FLOOR COVERINC� {( ANCsLE BI7 SITUMIh10U9 DPR PAMPER PCsL FIBERCsLASS MIN MINIMUM tf2 7RANSOM N.D. I-EELaY1" DU1'Y P_TL. POSt tENSIONED GONGRETE SIM SIMILAR 6LIC BLOGiG DP DAMF'ROOFINCx P,V. �IELD VER�FY �t �I� IGHT MIR MIRROR LS ' POUND ' S.H. SINC�LE NUNC� t *�'qp c� GEN7ER LINE BLKCs SLOGIGINCx D.L. DEAD LOAD FIN FINISH CED) MISG MISC�LLANEOUS ` TYP TYPICAL SD SOARD DECx DECsREE FF. �INISHED FLOOR H.G. I�OLLOW GORE MOD MODULAR .. P.C.�. POUNDS PER GUBIG FOOT 5KY SKYLIGNT [ CF�ANNEL C7 Dra►wn by: MUJ, CM N.M. I-lOLLOIU MEtAL � PLF. f'OUNDS PER LINEAL FOOT g� g���v� 8.5_ SOtI-I SIDES DEM pEMOLl51-I, DEMOLITION F.A. FIRE ALARM }.�(pR,) 1-IORITOA!?AL MLD MOLDING " � f'ROP�RTY LINE .� B.U1. SOt+-I UJAYS DM7 DEMOUNTABLE P.BRK FIRE BRICIG Mt MOUNl' IINCz) P.SF. POUNDS PER SQUARE POOT SJ. SLIP JOM7 UC UNUERCUt ROUh1D / PIAMEtER �$- ��5� $�S P.S.L POUNDS PER SQUARE INGI-I S.B. SOLID BLOGiGINCs UCz UNDERCxROUND �}'-, 0 � 807 SOtTOM p DEPTH, DEEP P.E. �IRE EXTINC�UISHER H.IU.I-4. +-40t U1A7ER HEA1'ER MTD MOUN1'ED � SQUARE �'~° • g,p,g, SOTTOM OP BEAM D.RB. PESIGN REvIEW BOARP F.E.G_ �IRE EXTINCsUISHER C,461NE? MOV MOVABLE PG.G. PREGASt GONCRE7E S.C. SOLID GORE U.L. UND�RlUR17ERS LABORA70RIE8 y� � �� � Checked by. M�� S.O.C_ 807TOM OF CONCRETE DTL p�TAIL �.4-I.C. �IRE HOS� GABINE7 MUL MULLION PR�FAH PREFABf?ICATE lD ) Sfi' SOUNDPROOF UNF UNPINISI-IEp X ° p�CsREE z ""'�� S.O.F. 80770M OF FOO71NCz DIACs DIACnONAL FF'L FIREPLAGE N.E_G. NA710NAL ELEGTRIC CODE � PREPINISHED # NUMB�R (NCL INCLUDE (D), ( INCx) - PS.G_ PREStRHSSED, CONGREtE Q `� � Sheet: S.OS_ SOT70M OF 57EEL OR BOTTOM DIAM PIAM�tER F.v.G_ FIRE YALvE GABINEt N.�.PA. NAtIONAL FIRE PR07EGtION OF SLAB DIM DIM�N510N (NFO INFORMAtION �? PROCzf2 PROC,RESS " FP FIREfi ROOF �45SOGIATION� d�.J I.D_ INSII7E DfAMETER PF20P PROPEizTY � � ; B.O.IU. BOTTOM OF U1.4LL DlU D15NU1ASHER �.Rt. FIRE -RESIStAN7 7i2EA7EP NAt NA7URAL P.L. PROPERTY LIN� I.B.C. INSTALLED BY CONTR4CTOR B.T.U. Hi21tISH 7�#ERMAL UNIT DIS DISPOSAL P.RI. FIRE -RETARp,4N7 lN) NEUJ . � � (.B.O. INSTALLED BY 071-lERS D � � BRZ SRON2E DIV PIYISION FIX FIXTURE N.R. NOISE REDUGTION BLDCs BUILDINCs DR DOOR FLCz FLASHING INSUL INSULA7E (D ), ( ION) N.R.C. NOISE REDUGTION �" �i IN7 IN7ERIOR r` S.U.R SUILt UP ROOFINCs PBL DOUHLE FLX FLEXISLE INTM INtERd'1EPIAt� GO��FIGENT �, DA DOUSLEACTINCs FLR �LOOR IINCx) INv INVERT fED ) NOM NOMINAL � D.H. DOUSLE HUNCs FL,CO. FLOOR CLEANOU7 N�. NON-GORROSIY� �1 ,' � " `` -� � � C Z007 RDA . _ _ __ E-.< _ . . ,._ .. .. _ � . ,� . . � �I � L � 'T RESORT DESIGN vAI L �� L 9 JUN � ASSOCIATES �Cf�f�� ��� ��►����� ��W�� ����� , - 1 . All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards and specifications. `'` ' 2. All materials and workmanship shail be subject to inspection by the districts and/or their representatives. The district reserves the ri ht to acce t or re 'ect an such ,,. 9 P 1 Y . . . . . _ . . . . . . ,. ; . ; RO SR0 DS . . . . . . � 1 . Obtam a Public Way permit from the Town of Vail Department of Public Works, (970) 479 2158. Obtain all reqwred buildmg permits through the Town of Vail Deportrnent of , ; , _ � ' matenals and workmanship that do not conform to district standards or specificatfons. _ _ _ _ _ - Community Development, 75 S. Frontage Road, Vail, CQ St 657. _ _ '' `~ ~ ° �' 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility construction. _ 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail Department of Community Development, �_ . ' _ _ 75 S. Frontage Road, Vail, CO 81657. �EA��W pR+ � - . . , "" . : ,' 4. Compaction of all trenches must be attained and compaction tests results submitted to the Owner ond A�pine Engineerinq. ENGIIlIEERING ( � C 3. The contractor shall obtain all necessar stan r if ' ' n fr m II li i n i ' ' " ` . ' ' ' - • ' • • • y da ds, spec ications, permits, bo ds, etc. o a app cab e age c es prwr to commencement of construction. , , , , ..1,� 5. The Controctor shall at all times keep a separate full set of contract drawings marked up to fully mdicate as built conditions. Said drawings shall be provided to mWARDS BUSINESS CQ�1 + P.O. BOX 97 ' ` �" Alpine Engineering upon completion of the work. As-built drawings wiil be compiled by Alpine Engineering prior to flnal acce tance. Contractor is to rovide at least � y�oEy�s, ca-ors� 8�832 '' , G , P P s� • FAX 928-3390 • 4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire period of construction. Perform site work operations D , • two ties from physical monuments to all fittings, valves and manholes. to minimize conflicts and to facilitate use of the premises and conduct of normal operations. r= " - , � v 9 PP � P a 9• ARCHITECTURE , � ` 6. The contractor shall verif existin i e or manhole inverts at tie-in oin4s rior to construction stakin 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town of Va�l Code, Develapment s. . . . . . . . . . p , . . . . . . . . . . ; P LA NI Standards Handbook Con ruc i n i N N G , st t o Deta Is and appiicable state and federal regulations. Where there is conflict between these plans and th� speciflcations, or applicable standards, ,, . 7. Manhole rims shall be set at an elevatwn relotive to the pavement in accordance with District and Town of Vaii re uirements. Precast ad ustin rin s shall be used to � the most restrictive standard shali a l . All work shall be ins ected and a roved b the Town of Vail. 4 � 9 9 pPY P PP Y ' � �a0� � ,; adjust rim elevations to final grade. The maximum acceptable vertical adjustment is 12 inches. Manhole steps shall conform to OSHA step standards. INTERIOR DESIGN . . . . . . F r , 6. All refer�nces to any published standards shall refer to the latest rewsion of said standard, unless specifically stated otherwise. j ' C -- 8. The Contractor shall take care to prope�ly shape all manhole inverts and benches to romote smooth flow throu h the manhole. Inverts of lines intersectin at 90 . C��` � degrees and at highly divergent or flat slopes are especialiy critical. Manhole inverts shall be constructed with a smooth trowel finish and benches shall be finished San Francisco . . . . . . . . . . . , ; , �L , . . . . . . . . . . c ?:. � , � , _ . 7. The en ineer who has re ared these lans b execution n or se I h r f does hereb affirm res onsibdit to the Town f V tl . . - g p p p , y a d/ a e eo , y p y o a , as beneficiary of said engineer s work, for any , �(' ,, with a light broom non skid fimsh . All concrete for manhole construction shall be made with Type II cement with a minimum 28 day compressrve strength of 3000 errors and omissions contained in these lans, and a rovai of these lans b the Town of Vail En ineer shall not relieve the en ineer who has re ared these lans of all such � ffICE P PP P Y 9 9� P P P ` CS1 psi. responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from ond , °: .. ' � ; 625 Market Street, 14th . . . . . . . . . . . , . . . . . . . . . . . . F against ali Iiobilities which may arise from any errors and omissions contained in these plans. - , ; 'Q ' 9. All pipe shall be constructed with pipe beddmg as shown in the sarntary sewer plans and details. If trench conditions var or if rock or water is encountered, AI me loOr ` ' ` �?`Q/� ' � Engineering is to be notified prior to proceeding with construction . A class 6 road base bedding is required (n certain areas. Refer to the plans and profiles for P San Francisco , CA 8. All sanitary sewer, storm sewer, and water line construction , as well as power and other °dry� utility installations, shall conform to the local utility entities standards and ; _ , : � . CR,� � Si� �M /1� bedding locations. 94�105 specifications current at the date of opproval of the pians by the Town of Vail. , E� �p ; . . . !:. 10 A service t fees that m be r ired as rt of these d util instailations ore to be id ior to maki the connection to the main , . : C� . ny ap ay equ pa propose ity ' pa pr ng . 9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shail be 4he responsibility of the contrac4or to verify the � - `- ' _ :i: • � - . . . Tel • 415 392 4433 y Fax• 415 392 4454 exis tence an d location of all un dergroun d u fi li ties a long the route of the wor k be fore commencing new cons truc tion. The controctor shall be responsible for unknown underground ; { , ` _ . _ LOUISVI � � @ Office 4 utilities_ , WILLOW R(?,AD 357 S. McCaslin Bivd . 10. 'fhese drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. Contractor shall be responsible for locating ali `' " ' ' _' :" ` ' Sulte 200 utilities, pipes and structures. Contoct utility notification center of Colorodo {800)-922- 1987 to locate underground focilities. Contact Town of Vail for additional locates (970) ; , ;' , � �� ,`3�f �' �������p�� �� �� Louisville, CO 80027 ' �� ' . . a 1 v $(,��ek �_€ f� ai � ar . 479-2158. Contact Eagle River Woter and Sanitafion District for additional locates (970)-476-7480 ext. 114. Utility locates to be performed at least 72 hours prior to any ° "' „ . _ � ' � �'�� � ;,.r ,� Tel : 303. 449 . 4433 construction activity. Contractor shall ensure that work preformed m the proximity to utilities shali be accordmg to the requirements of the requirements of these agencies. '' ' : "� f � �' , F' ws° ° z Fax: 303 . 926 . 5233 The contractor shall notify the owner s representative of any existing utilities which may interfere with the proposed work prior to construction. The contractor shall repair all ��� ' , : ', '.; 'Q/ f a ��s, > ���{ � �� ` exfsting utilities to remafn which are damaged during construction at no additional cost to the owner. � 9 � � ���� � < �(�� j?���z�� , `;�' T �D �/�T�� N��S Avon Office , ,:�� , ; ' � 11 . The contractor shall coordinafe and cooperote with the Town of Vail, and all utility companies involved, assuring that the work is accomplished in a timely fashion and with a 0 3 ' � � ` 30 W. Be ark Suite .. , ' minimum disruption of service. The contractor shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility � � � � = � � = : <; ,. componies. LL- .: ,} ' � .. :.-. . . <• > . . . . ... ,=i '' . . . .. ' ' . . - `' - 1 . Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. Avon C00 81620 > Tel : 970 . 949 . 0899 12. A State Construction Dewotering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if any water is discharged into a storm 2. All materials and workmanship shall be subject to inspection by the district and/or its representatives. The district reserves the right to accept or reject any moterials ond Fqx : 970 . 949 . 0933 sewer, channel, irrigation ditch or any waters of the united states. PROJECT SITE workmanship 4hat do not conform to district standards or specifications. 2 3. ERWSD and AI ine En ineerin is to be notiffed b the Contractor at least 48 hours rior ta an water line construction for a reconstrucfion meetin infoC�ResortDesign . com 13. The contractor shall submit for approval and com ly with all 4erms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, THE IdVILLOWS p 9 g y p y p 9' www . ResortDesign . corn Water Quality Control Division, at (303) 692-3590� 9$ the Town of Vail Storm Water Discharge Permit (Contact 970-479-2333) whichever is deemed necessary, the Storm Water Management Plan , and the Erosion Control Plan. 4. Compaction of all trenches must be attained and compaction test results submitted to the Owner and Alpine Engineering prior to acceptance. All pipe shall be constructed with pipe bedding os shown in the water plans and details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with -- 14. Contractor shall provide and maintain approved erosion and sediment control "best management practices" (BMP) for the project duration. Contractor shall inspect BMP's weekly � .m r construction. A class 6 road base bedding is required in certain areas. Refer to the plans and profiles for bedding locations. and after every precipitation event. Contractor shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed from o e Cont actor shall conform to all Town of Vail rules, regulations and stipulations while accessing through or working in the Town. bmp when the sediment level reaches one half the bmp heights or, at any time that the bmp functionality is adversely impacted. All necessary maintenance and repatr shall be > 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate as-built conditions. Said drawings shall be provided to Alpine completed within 48 hours of identification, unless otherwise agreed upon. 2. Alpine Engineering Inc., Town of Voil Engineering and the Owners representative are to be notified by the Contractor at least 48 hours prior to any construction. Engineering upon completion of the work. As-built drawings will be compiled by Alpine Engineering prior to final acceptance. Controctor is to prov�de at least two fies from physical monuments to all fittings, valves and manholes. 15. The Town of Vail sholl not be responslble for the maintenance of storm droinage facilities located on private property. Maintenance of on site drainage facilities shall be the 3. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to responsibility of the privote owners. commencement of ony construction . 6 . Water mains shall be constructed with ductile iron pipe, AWWA C151 . All water mains, fire hydrant lines and water service lines shall have a minimum cover of 7' unless noted 4. The Contractor shall take all a ro riate recautions to si nificantl reduce an otential ollution caused b his activities, includin vehicle fuelin stora e of otherwise. 96. The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this project as a result of groundwater seepage, whether PP P P 9 Y Y P P Y 9 9� 9 resulting from groundwater flooding, structural damage or other damage. fertilizers or chemicals, etc. The Contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response 7. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall be done in accordance with ERWSD standords. procedures prior to any activities � � 17. The contractor sholl be responsible for insuring that no mud or debris shall be tracked onto the existing public street system . Mud and debris must be removed within 24 hours 8. Provide thrust blocks on all waterline bends per ERWSD specifications. by an appropriate mechonical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Town of Vail construction inspector. 5. lhe Contractor shall minimlze all off site soil tracking. All soil tracked off site shall be immediately cleoned up to the satisfac4ion of the Owner and the Town of Vail. O Q 18. The contractor shnll notif the Town of Vail Construc4ion Ins ector 970-479-2198 72 hours rior to the starf of an construcfion. If work is sus ended for an erfod of 6. AII excavating for roadway, retaining walls and drainage facilities and other trenches shall meet OSHA requirements. 9. Provide 10' minimum horizontol or 18" minimum vertical (with the water line above the sswer line) seporation between water and sewer lines or encase per Colorado Department � � Y P � ) P Y P Y P of Health requirements. � 4ime after initial start-up, the contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of construction . 7. The Owner's representative will designate staging areas. 10. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, and additional bends may be required during construction. O U 1 9. The contrac tor shall no ti fy the Town o f Vai l Environmen ta l Hea l t h Inspec 4or (9 7 0-4 7 9-2 3 3 3) a t leas t 2 wo r king days prior to t he s tar t o f any ea rt h dis tur bing ac tivi ty, or 8• The Contractor shall obtain all perrnits necessary for construction. 11 . Install 1Q guage insulated copper trocer wire along the water mains, and cad-weld, per current ERWSD requirements. � construction on any and all public improvements. q 9. The Contractor shall keep a set of contract drawings marked up to fully indicate asbuilt conditions. The drawings shall be provided to Alpine Engineering, Inc. upon 12. Verify all existing pipe invert elevations prior to construction. _ 20. The Owner shall be responsible for obtaining and submitting 4o the Town of Vail Construction Inspector material tests in accordance with the applicable standards and completion of this work. d- � � specifications for all work within the Public Right- of-Way. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, 13. Provide as-built drowin s with 2 ties to water line valves horizontal and vertical bends service ta locations and curbs sto s. I� the Owner shall be responsible for p re-design of the subject pavement section. All final soils/pavement design reports shall be prepared by a licensed Professional Engineer. 10. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on or about ProjecY Site, nor for compliance by the appropriate party with 9 � � ' ' P p > The final report shall be submitted to the Town of Vail Consfruction Inspector prior to plocement of base and asphalt. any regulations relating thereto. 14. Any service top fees that may be required as part of these proposed utility instollotions are to be paid prior to making the connection to the main . 21 . Prior to placement of H.B.P. or concrete within the public Right of Way a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with 11 . Observations of the work in progress and on-site visits are not to be construed as a guarantee or warranty by the Engineer of the Contractor's contractual a heavily loaded vehicle having minimurn single axle weight of at least 18,000 Ibs. Any subgrade/base section exhibiting excessive pumping or deformation as determined by the obligations. construction inspector shal) be reworked, replaced or modified to form a non-yielding surface. The Town of Vail Construction inspector shall be notified 24 hours prior to a °proof roll°. 12. If any groundwater is encountered the Contractor shall contact Alpine Engineering, Inc., and the project geotechnical engineer immediately. 22. The contractor shall fumish electronic and hnrd copy reproducible As-Built record drawings showing horizontal and vertical locations and elevations of constructed improvements 13. The Contractor shall maintain traffic at all times to the satisfaction of the Owner and the Town of Vail . The Contractor shall minimize traffic disruptions and provide �• �ENCH AND CONDUIT including all utilities, and drainage appurtences prior to acceptance of the proJect. adequate safety precautions and signage to ensure public safety. 1 . Holy Cross Energy provides all conduits, vaults and pads. The contractor provides the excavation, installation and backfill. Trench will be excavated deep �nough to ensure that 23. The contractor shall video camera TV all installed ublic storm sewer i e rior to final avin and or other final surface treatments are com leted. A co of the video 14. lre Contractor shall rotect and reserve all trees bushes shrubs and round cover in a manner acce table to the Owner. the top of installed power facilities will be 48° below fin (shed grade. Special care must be taken to ensure that the top of conduits will be 48" below the bottom of drainage -- � � P P P P P 9 � P Py p P ' ' ' g P ditches and all other low areas. Where initial excavation is less than 48 in depth due to planned subsequent fill, service will no4 be provided until finol grade is reached. taping shall be provided 4o the Town of Vail for review and approval and record keepfng. R2VISIOt1S : , 15. The Contractor sholl attend a mandatory preconstruction meeting with the Town of Vail Engineering Dept. and Alpine Engineering, Inc. , prior to the start of A 24. The contractor shall be responsible for all osp�cts of safety -including, but not limited to, excavation , trenching, shoring, traffic control , and security. Refer to OSHA Publication construction. 2. Trench wi10 be as straight as possible between vaults and shall have a smooth bottom free of rocks. A Minimum of 4 of soil will be placed over any rocks left in the trench 11 - 17- 06 PEC SUBMITTAL 2226, Excavating and Trenching. to cover rocks or smooth out low places, will be compacted prior to conduit installation and the trench bottom regraded. 12-20- 06 DRB SUBMITTAL 16. The Controctor shall maintain exis4ing drainage channels, culverts, and c�ppurtenances during construction as necessary to protect roads and property. 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separotion from the deeper utility greater than the vertical separation between the two utilities. 01 - 16 - 07 PRICING 25. 'Ihe contractor sholl subrnit and have approved a Construction Traffic Control Plan, in occordance with 4he MUTCD (Manual of Uniform Traffic Control Devices), to the Town of When crossin a dee er utilit is unavoidable the crossin will be made as close to er endicular as ossible. 02- 07- 07 FINAL DRB Vail Construction inspector, prior to any construction activities within, or affecting, 4he Right-of-Way. The contracfor shall be responsible for providing any and all trafflc control 17_ The Contractor shall conform to the recommendations in the Soils Report prepared by Hepworth-Pawlak Geotechnical on November 20, 2006 (Subsoil Study for 9 P y ' 9 P P P _ devices as moy be required by the construction ac4ivities. Foundation Desi n Pro osed �Ilows at Vail Lod e, HP Job No. 106 0905 . The ra osed foundation should be on undisturbed soil and ma re uire the excavation of � 02- 20 07 60% PRICING 9 P 9 ) P P � Y 9 4. If cable tel�vision or telephone faciltties are placsd in the power trench, a minimum of 6 horizontal separation must be maintained between the power focilities and the other 02- 26- 07 CIVIL SUBMITTAL in-place struc4ural fill under the existing structure. utilities. In no case will facilities of another utility installed in the trench be placed at a greater depth than the power facilities. 26. The contractor shall submit to the Town of Vail Construcfion Inspector and gain approval for a construction staging plan, schedule and phasing plan prior to the start of 03- 20- 07 90% CD SET construction. 5. Backfill and compaction shall be performed as required by the governmental entity or other agency having jurisdiction. 04- 05- 07 TOV RESPONSE 27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding areas clear of trash and debris. Any ' I 04- 11 - 07 BUILDING PERMIT construction debris or mud dropped into manholes, pipes, .or tracked onto existin roadways shall be removed immediatel b contractor. Contractor shall re air an excavations 6. Conduit joints shall be knocked completely home during gluing. A pull string will be placed through each conduit and tied off in the vault at each end. No unnecessary bends 9 Y y P y will be allowed in conduit runs. Any bend allowed will not be closer than 5 feet to a vault. Changes in construction from thot shown on the project plans wtll not be made 06- 06 - 07 PERMIT SET or povement failures caused by construction within or in the vicinity of the limits of construc4ion. The contractor shall be responsible for damage due to construction at no without prior written approvol from Holy Cross Ener . A wire bnash will be ulled throu h each conduit, after ins4allation is com lete, to remove rocks and other forei n items. ¢ additional costs to owner. The contractor shall remove all sediment, mud, und construction debris that may accumulate in the flow lines, private property, and public rights of NOTE: Qwest Speeiflcation notes provided by Qwest. Some notes may not be opplicable to this project. 9Y P 9 P 9 RESUBMITTA� ways of the town as a result of this construction project. Removol shall be conducted within 48 hours. Return all construction staging sifes to their original condition upon 7. Conduit shall be covered with at least 4" of rock-free soil or sand rior to backffll. Lar e rocks shall not be ushed in directl on 40 of this 4" cover. Care must be taken completion of the construction project. � P 9 P Y P CONDUIT` to avoid damage to conduits or cables during backfill and compaction. 28. Dimensions for layout ond construction are not to be scaled from any drawing. If pertinent dimensions are no4 shown, contact the Designer for clarification, and annotate the A. All conduits are to be equipped with minimum �" polypropylene pull line. 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again ofter covering, but prior to backfill. dimension on the as-built record drawings. - 29. The contractor shall have, onsite at all times, one (1 ) signed copy of the approved plans, one (1 ) copy of the appropriate standards and specifications, and a copy of any B• All conduit bends are to be steel sweeps or no less than PVS Schedule- $0 fully encased. Long radius sweeps are to be used in matn trench sections. Standard 9. Conduits ending outside a vault shall be capped and marked with a 4" x 4" post. Individual conduits shall enter each vault at a consistent location. permits and extension agreements needed for the job. radius sweeps may be used at closure locations. 1Q. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" above the conduit or cable during backfill. „„� ., 30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact C. All conduit runs are designed on the basis that each separote run will have no rnore than two (2) 90' bends without the insertion of an appropriately sized pull �M,� `" `' � the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. box. II. VAULTS ' � D. All conduits will be PVC Schedule-40 or better unless s ecified otherwise. If steel or iron i e is used between the buildin and the ro ert line, the i e must 1 . Vaults shall be installed as follows: � 31 . The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for the project as well as the basis of bearings. The P P P 9 P P y P P A. S � `� ����'� � � �" information shall be as follows: be kept free from contact with any reinforcing steel or other conductors within the building foundation wall . plice vaults shall be installed with the manhole at or slightly below flnal grade. W .,.r B. Tronsformer vaults and switchgear vaults will be installed with the bottom of the pad at final grade. � Benchmarks - Town of Vail Survey Control E. Conduit(s) will be fumished and installed by contractor for the �xclusive use of Qwest Communications. C. Where vaults ore set into hillsides or sloped cuts, the downhill side of the vault will be graded according to A. or 8. above. The slope behind the vault will be Ipid back �'•, y��� Basis of Elevation: SEWER MANHOLE 0820 sufficiently to prohibit soil or rocks from sloughing into the pad-mounted equipment or onto the manhole. If the slope cannot 6e laid back far enough, a retoining wall �,C; �`�,,_' 'x,.t` � shall be constructed behind the vault. '�� INV. ELV: 8140.2 F. Conduit(s) placed in the same trench with power supply conductors/conduits must be separated by a minimum of 12 of compacted soil or 3 of slurry �-�,�j ' " "��� , „ „ FROM ERW&SD ASBUILTS encasement ond have minimum depth of cover of not less than 24" on private property and 36" of cover at the property line. D. All vaults will be installed so that the top pad is parallel to the finish road grode. �J9,�,,, LOCATED AT SW CORNER OF LOT 4 IN WIL�OW PLACE. E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross Energy. G. Conduits, labs, water/gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for, use by Qwest communications. F. All vault pieces shall be jointed with a tar type sealant (when provided by Holy Cross Energy) with the exception of the vault pad or vault lid. 32 excense.Protect, and maintain bench marks, monumen4s, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor's 2. Holes knocked in voults for conduit installation shall be as small as possible and shall be grouted closed on the outside of the vault prior to backflll . - P 2. SPLICE VAULT/MAINTENANCE HOLES: Drawin Title : 33. The contractor shall be res onsible for re lacement of an existin materials thot are dama ed durin construction within the limits of construction or in the vicinit of the . 3. Conduit shall enter vaults perpendiculor to the vault wall , about 2" above the floor of the vault, and about 2" from any adjacent walls and shall have a minimum separation of g P P Y 9 9 9 Y All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be appropriate for specified size and intended usage. 1 inch between conduits. I limits of construction, at no additional cost to the Owner. , 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition . Patching shall be done in accordance � NOTICE� 4. Conduit will be cut off 2" to 4" from the inside wall of the vault. with the Town of Vail Street Repair Standards. The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. 5. Pedestals for other utilities shall not be located closer than 10 feet to u vault on sides where transformers or switchgear will hove access doors. Pedestals shall not be located 1 . Any items that d�viate from these specifications must be cleared with the Qwest Communications Engineer prior to the change being made in the �eld by the closer than 3 feet to a vault on sides where the pad-mounted equipment will not have access doors. 35. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and Premises Owner/Developer. condition as required by these plans. 6 . Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of rod exposed above the earth within the cuvity provided in the center of the vault 2. Construction work on telephone supporting structure must be completed and inspected 30-day,� ro ior to the date that perrnanent telephone service will be required. base. Holy Cross Energy must approve any other installation where soil conditions will not permit the ground rod to be full driven. 36. Standard Handicap ramps are to be constructed at all curb re4urns as identified on these plans. The construction of fhese handicap ramps shall be in accordance to ADA Should Premises Owner/Developer fail to meet this time frame, Qwest Communications sholl not be obligated to meet the tentative in - service date and shall be current standards. allowed the full 30-day period within which to schedule and complete all of its work that may be associated with this project, commencing at the point in time that 37. After occeptance by the Town of Vail , public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period the Premises Owner/Developer has met the requisite structural inspection . -- of two years from the date of a��ePta��e. Date : NOV. � 6 , 2� � 6 3. For initial/final inspection call Steve Waters at least 48-hours in advance. 38. The Contractor shall be solely and completely responsible for the conditions at and adjacent to the job site, including safety of persons and property during performance of the work. The contractor shall provide lights, signs, barricades, flagmen , or other devices necessary to provide for public safety, pedestrian and vehicular access os needed. This - requirement shall apply continuously and not be limited to normal working hours. ' Project No : 23270 . � � 39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and/or grade differences exist that may not have COVER SHEET SHEET C001 been known during design. Such conditions shall be immediately brought to the attention of the owner's representative for decision. The contractor shall assume full /�. Water & Sewer System ( Eagle River Water & Sanitation District) A . Steve Virostek Owner Trium h Develo ment 301 657- 1112 responsibility for all necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. � � � P P � � EX� S� NG CoND� � o� s PL�►N SHEET C002 Drawn by: JEC Fred Haslee / ( 970 ) 476 - 7480 B . Resort Design Associates ( Architect) / Mike Foster ( 303) 4�. ,4t the end of each working day, 4he Contractor shall be responsible for connecting the existing storm drainage pipes to the newly installed storm drainage system. All droinage INITIAL GRADING PLAN $H �ET CoO� systems within the construction limits shall be maintained by the Contractor for the entire duration of the construction project. The contractor shall be responsible to maintain 449 - 4433 SUBDF2AIN PLAN S{-IEET C004 Checked b . JEC KAK all drainage within tne construction g�te and or�s�te drainage which �S directly affected by construction. B . EI2Ctl' IC ( Holy Cross Energy, Inc. ) / Jeff Vroom ( 970) 947- 5425 C. Alpine Engineering Inc . ( Civil ) / Jason Cowles ( 970 ) 926 - 3373 Y� � 41 . Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The contractor may provide temporary street lighting ext . 238 GRADING & DRAINAGE PLAN SHEET C005a approved by Town o� va�i, when existing street lights are removed. C. Telephone ( Qwest) / Steve Waters ( 970 ) 513- 7189 D . Town of Vail Public Works / Tom Kassmel ( 970 ) 479 - 2235 GRADING & DRAINAGE PLAN SHEET C005b Sheet: 42. Contractor sha11 be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless otherwise approved by the Town o� va�i. E. HP Geotechnical ( Geotechnical ) / Dave Young ( 970) 945- 7988 GRADING & DRAINAGE DET,4ILS SHEET C006 D . Gas ( Excel Energy) / Kit Bogart ( 970 ) 262- 4024 F. KL& A Inc . ( Structrural ) / Jake Hohmann ( 970 ) 667- 2426 43. It is the responsibility of the contractor to protect and preserve all trees, bushes> shrubs and cover in a manner acceptable to the owner. All areas of Town of Vail � UTILITY PLAN SHEET C007 Right- of- Wa� disturbed during construction shall be well graded to drai� , covered with a minimum of 4-inches of top soil, fertilized, mulched and re-seeded acco�ding to the G. Beaudin Ganze ( Mechanical ) / Marc SaCCOCII ( 970 ) 949 - 6108 UTILITY DETAILS SHEET C008 Town ot va�i S standard sPeo�t�oat�ons. E. CATV ( Comcast) / Brad Dorcas ( 97a ) 468- 2669 ext . 1100 44. Contractor shall maintain access to fire department hydrants and connections shall be maintained throughout construction unless otherwise approved by the Town of Vail Fire Department. 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CONCRETE 7 ) BEARINGS AND DISTANCES AL � NG PR � PERTY LINES SHOWN HERE ❑N ARE = = . . _ ...,. d, , �r �,, �„r"'" "" , _. � "'�. � a.� '°, . ' a e1� '. 02 �.. , u ''`` ," ,,,..,,.f� � , , "' � `;';,,,;' ' '°�° ` ° � � ��� , .. , WALKWAY/STAIRS AS SH� WN ❑ N THE SUBDIVISI ❑N PLAT ❑NLY , A B�UNDARY SURVEY W � ULD ENGINEERING INC ' ' ` """"°�m°°� ;� �"""" "` "''� •^ &ise. 2 , EXISTING 2 x3 STORM INLET �,� ��'��-..., �,� �,.� �;; ,�� "�rf , , = P � ,,,,., BE NECESSARY TO DETERMINE THE TRUE DIMENSI❑ NS ❑F THE L �T AND mwnr�s eu N ca • P.O. BOX 97 _.:, u. . .. ,..,..�,.,., � -{- 101 .0 ,. , _ .-. �` RIM = 8155. 9 - --� ~°�" `�� , ` °'^.. , ; � � `',�- ,�;,': SETBACKS WHICH MAY VARY FROM THE PLATTED DIMENSI❑NS. Eowa�s,�aoRn�o 87832 ...:: ,... �: �' ,._....._._ �, .. , ...:, ..., ; ,. u ... r__-.---_ . _ . . ._ �. ... . � ,.� ,�" �t5s. ,�+ INV= 8153 . 1 { 12" CMP � . .....`r ;. .., � ',�' ' sa.�- ' . 970 926-3373 • FAX 928-3390 • � 8 ..,..,. ,, � �* � �� � � j � .,...----- , ., d '�� �y,,, 0 7A) DUE T ❑ NUMEROUS MATHEM �ITICAL AND TYPOGRAPHICAL ERR❑RS IN THIS ,..�,� ..,.,...• • .w., .., � � �rf k � �F, t 1 ,F] �r P A F R Y ES AND ARCHITECTURE ,,,,., , P � PERT LIN BL � CK ❑F THE LAT � F V IL VILLAGE FIRST ILING ' 5��9. 5 '"� � ; � � RIGHT ❑F WAY LINES SH�ULD BE C �NSIDERED AS APPR � XIMATE AND ' � 2.�' � -- - - + �``�wv,,, " =� �` " ;; '� _ ; �z � , SUBJECT T� CHANGE, PLANNING , � ' a�ss. 4 ,' � � yi,' � � / � '• � ,4� `' ' .' "'�;#}��i � j', ����� a }�5� . 7B ) BASIS ❑F PR ❑ PERTY LINE L�CATI�N � F�UND NE C �R. 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RIM = 8152 . 9 ' a ' � 815� BISHOP PARK �. � NDOM � N � UM �J at5�� � EDGE 0 ASPHALT ,a'` � MEAS. INV= 8138. 8' ( 18" ) �,, � , P � ; i # " � I'qWn b . JEC 0 9 i j� r� r�" 8755. 5 � � .�.., e . �' s ���'� �� � � � , _ .� t , � � ., , �,r° R1M=8755. 4' � � � ,� � � ' -- ,,� f WATER �O . - ' � ; + a�54. s + aa53. a VA�VE �� � � ��s�. ..,. �`��,'����'�`�,` � �� � SPRINKLER ...� x -�� ,@������� t'�' STAN D ' ELECTRIC MANHOLE � ,,� ELECTRIC MANHOLE ( TYP ) � # x�,� -J � Y �� '�'�' PIPE Checked by: JEC , KAK � aa55.5 8155. 4 �� oA .x �� >';.� _. �� ��� ��r_ I � J ,��� 8152. 7 , '°� ` � �b � 8152. 7 RI M „� , ROCK ( TYf� ��^ it � DECK � � f°✓ �= : 8152 ' ' . � ,.. �: � /'�� � , � ,, , � RlRP=89�2. 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I {p s,��� "' H,�3: �# � � ���x S ��^+.,`" '.++w � ���...������. ° . � ;� a�N,,�` `�� e r � s ( i t4xi�#� aEt x��'3§�fE' �����'�._`�� ��r'�� .._' s 4r�3���.�4i�i��S�t���' �� d a wo ��j m � „ ��Z ......_..r ���v��t#�1!.1�i�� � dk���y��';?i?'�Q � mF `rs ; '??�3f '�3l _ �;���������i' �£�, �A���� � � �. „�„ � 1 . T H E C O N T R A C T O R I S R E S P O N S I B�E F O R D E V I S I N G A N D E M P L O Y I N G A C O N S T R U C T I O N P L A N W H I C N W I LL � ���*, � � � ' A' e ' � t PROVIDE FOR ADEQUATE SAFEN, DRAINAGE, DEWATERING, SEDIMENT CONTROL, ENVIRONMENTAL � � r� � � � � � � � � �` 7i 1 �, �170• � A`'� X *���'�� � hr��. `��A�����¢�� ��'�y'�k°� �Ve,�aiyQg�,�qf � � I � e �,J I �,J L PRECAUTIONS, PROTECTION OF EXISTING UTIUTIES, PROTECTION OF NEIGHBOR1NG STRUC1URES FR01� , - , E���'���;��;�� ����s���`���✓� � �^� � .. ,� b � ���� ���� ��, g�� �. SETTLEMENT, AND ACCESS TO ROADS. _ _ & � � � � �� _ -� , . _ PLAIV � F � F2 STRl1 � Tl1 AL IN �ORMAI� � N . �� �,9 � �� � ,��� � �� ¢� , „ ^^y r INSTAL� JERSEY BARRIER 2. THIS PLAN IS SUBMECT TO CHANGE BASED ON THE RECOMMEND�Al10NS OF THE GEOTECHNICAL : . . . ,� . . . ,. . ,:, ,..<�., rn ;_„`+t�` �4ir"' � '�Yoj a p,......ia he .� �.a� r4�° iet" . ,R. m�ys .. a �*'`°^�q .._ .. ., '�'..._ n� : {`3f : . � � -:7 ri�� v. �... ��� �~��° °� �" "'° °�� �. �� .� � AT EDGE OF ASPHALT �� " ` ,����•°.°.E �1� � " �"���'� "�'°'� `'u` ' ��,�����..� � - - �` '�''"� '� .~,, v ��� �� � � " ���� ' � „ �' p ENGINEER AND EXISIING SUBSURFACE CONDI110NS AT THE 11ME OF EXCAVAl10N. ANY CHANGES TO RESORT DESIGN , ; �� x� � ,.. ,�t �.��� �� � � `�` _ � `'�°"� . - .� 6� � �� ��� ��� � _ . � . -.���, '° �� �� � - ��� � �� � ,� � . .����� �� � .�„ 1 e � � THE INITIAL EXCAVATION MAY REQUIRE THE USE OF SHORING WALL S OR OTHER MEASURES TO �r°b.'�� �� PROPOSED TEMPORARY S011 --PtAI� SHORING NJAtt� � � ��'° - --����� � �� �� � ��"' `���� �° a �.�� * � � �� � � � ���'` � ',���°s��,a ,� �., . COMPLETE THE INIIIAL EXCAVATION. A CONTiNGENCY P�N FOR SLO ES FLATTER THAN 1 : 1 AND�OR , � � � � ��� � � � � ��; � ,� �� , �� � -� __ �" (REFER TO COGGINS &-SONS, INC. WALL �DESIGN � � - � --- � ' ' �° .. . . � � :��� ` ��,'��.,n„, �� } ' � ;�#ti - . .. � I SHORING SHOULD BE IN PL.ACE PRIOR TO THE COMMENCEMENT OF WORK. THE EXCAVATION SHAI.L _� ..._ _ ... . �, , . � .���� � �, �,�t€��? . � , , � , ., , , , : , -. � _ ... , . . PLANS . 1MALL TQ.-BE TIERED FOR CONSTRUCTION � -- � 6� � � � � � . . � � ��'`'" '"'---. � ��.��.._ � '. ` �� � � � � � � � � . � �_ ,�, � � � � ;�� :., . , , ,. ,�,; , , ,� , •. � ; �: . , ,�:� COMP�Y WITH O. S.H A. REGULATIONS THIS PLAN SHALL BE ISSUED TO H.P. GEOTECHNICAL FOR ) ;; C7�:,��� . . ... , �� � � , ; .,�� t �� +r i: � �� ` � "�" � � REVIEW PRIOR TO CONSIRUCTION. .... �� , ,,. _, _ , s ,... ._, �: . - ..,..< . ,, , ....�._. <.. .�,4 .<... .> .i�. ..�:... ._,RS._... .r.:.,�,�...: �i,.,.�.� .. �n ��' tft...... . tA.� � ��'� � .,..,......... � � � OF PERMANE{JT RETAINING WALL. : - CONTRACTO.R � � � � � 66 . � � x , ���,�- > � � i �,,� � ; .% . �.�' _ ,� � � � .,µ.._ , �., ,...,_ ,,.... �....,,,� , �,..., . . ._� , � �,,.. � � � ��;� �� SHALL LQGATE AND POTHOLE EXiS11NG UTIUTtES . � �"� .:..,g16 _ .._ � - . _ __ _ ._. _ . _. ...._. _. w .a.�: �. , . ,....< �� 3 � � 9 ...� � ... ,�, . . . . ���i �: �n. _, � r,: ;,� , �.a � :, �1� . � _ . . �,, _ .,.... _ � - �a� x����P��� ��,�, ��� , y - ANp STOR.NI DRAINAGE IN , -�/AIL ROAD -PRIOR-TO ..,:: -� _. -- --. _._..... _._.__ -�---. --. . . .. ___- _.. ---- � _.. .. ������g � - ; � ,, : �� � ;� € ,� _,��,� . ,% 3. THE GEOTECHNICAL REPORT ADDRESSES SPECIFIC CONCERNS ASSOCIATED WITH THE BUILDING A � SOCIATES _._ _�. . . .. - � 6 � __ _._. .,.._, ,._ . .. ..___. '�-,„�;��...,^� �. � �� � � �t� �y�4�%�f�a+����' . � � ���� �� �� �- CQNSTRUCTIOtV. AND OINNER- �SHAI1-`OBTAIi� � �����-°- . � � . , ,��x � .� �. , s.: � EXCAVAT101V, DEWATERING, SUBDRAINS AND BACKFILL. IT IS THE COIVIRACTOR'S RESPONSIBIUTY TO _,_ .. __. ..._ _._ ._ ..... ..,. _ - . _..__ __. . .. . ,, �� = ti� �€,�sx��, , _ .k. _ x _ _._ _. ._ _- �� 3' . ..,_ _., _ __ _ ...._� . _. . .. _ __ ..v., , � ._,.. ... ._.....,. .70VY�69 .5'. . . ..._.. _. - _ � �a � x •:E .. t::, � �. _ _ �. RE1/OCA�LE._ RIGH.T_-OF-WAY �PERMIT Ot� THE .. , a 6 ... .__ _ ... .. . ........ 7c�w-5s.Q __. _ . ....__ _ , .�. . �„�„ ���.���_:���,. �< � • : ` , : �; =� �. ADHERE _ . _ _. . . � _ -� __ __.. . _._. _ . 7bw-s�. ' __ - , .._.__ _ eow-a3.2 . rov�so.o � ;°, . , �� TO ?HE RECOMMENDAl10NS OF THIS REPORT. �HP- GEOTECH REPORT DATED NOVEMBER 20. 0 8QWa53.3 '�'„"'"�,•., � � . _ , �� TO�yVf� OF- 'VAII�.-. .� 2 �� _ . _ �... . ____._. .. y ,. _ _._._.. � , -._ _ ., � � __ _.. __. B w=ss.2' �-=,. � < � 2006. J08 N0. 106 0905. SUBSOIL STUDY FOR FOUND �., .. . �' ,t� _ _., eFaw-5a.� � � r�w-s�2 .. a_._ . ��„� � �. POSED WILIOWS AT VAI� .t , ,, � _ . � . ... .. . ..,..� . �_ 9 _,. � - , .,� x . ��„�, .,.:� � � � „�, - ��•�,,,. � � 6 .. � ,._ _ ,,_« � � , . �_� . . � , ..<, ._. ��1!N�4�33' � . _ . TOW=61 .,,� LODGE) _ _ ..,,.,,� . �.. ,;,�. � .__. ��.:.�.� e. ... �,,:, _�< <, ,,.., ,� �� ,�.��� �,� � ,,, �� .. . __ _._._ �„ .a" �.�o,a,«•'�w�..,,�` �� .,.. .� � _° _,.._.. _ _ - -- - ' _. _ .. .__ _. �.,.�,,,�ti�,.,.��,�,.�� , .,��,..�.,.�ww,._.. � !,���.�,�,, ,, .� , > a �,w .,,� ,, - ,, -_ __.. . _ _ .. ... _ , BOVY�53.1 „ � � � . a ��. , . � .,.�,, �. � . � .,. �..� ..,v� � �. . �. .,. 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'�BOW,��F267' .�� � �.�s�""' ��� � .m� � � � TOYV�53.2' *�„'. � �' r ��a,F��-� , h- C 1 . %,°' '� = = _. _. � _.. _ , �,,, , ' , , •... ��� �' �,, g�oY�...�3.33 `°^,...,, �.,C 4 ,���� �� � , � . .,. r� ��? � EIVGINEERING INC , :� � � �� � ,� . ti � � �� � ' � � '��° � ,,,. °� row=ss.s' � � � � , � z : - 41 Bow�a�.33 '�, _, ._ row=ss.� � ' ' �'' �' � �P � , �� � ��� �� � _.,. , - � ~•���� ��� ,,�, ,,�•� PROPOSED TEMPORARY SOLDIER BEAM AND �;, 5. STABILIZED CONSTRUCTION ENTRANCES ARE RE UIRED TO 8 I T � . Q E NS ALLED AND RAAINTAINED AT ALL 3 . .,...6� � , _,., , <:. ., . . . ,� ie. ,,- " . eo�42s�' �" � .: , , rt� i �,�_ � eov�=4.3.33' � ' �` ; � , F; � °�. ,, LAGGING SHORING YIlALL (REFER TO °� mwn eus�HESS ca • a.o. eox e� � � � - " , �' TOw-53.5 TOw-53.3' � ;r$��� �� � � . ��� � � � �, ; � e. _. ��� � � � �'��� '� � � � �:;r � '`` ' & S4N INC WA I N �� ACCESS POINTS (SEE DETAIL). warms, ca.or:�o a�ssz ,...,:��. , ,:.�:. . ' � � ` . , .� sow-a2.s�' eow�-a2 s�' I -° -� x , . ,���� � � ,,ro R � _ � S, . LL DES G t� • .� j( [ :sx. i . . . _. .u'. _.... ..,-� . ' '. �. • C���4 � 4 ..U. ! � t ' .�... m.',. u n. . t{ Z a. . ..•• �.,,, n:.. . �4,$�r 4iS��� Nx�i,ni q F � £3.±.�,' �.. . COGGINS • 9�o sa.e-s�a • �nx 9ss-saso .. ,. „ _ , � � � .. .. . . � 1 e.. ,.s _ � � o a m. �:;,� �.... 8143.33 .r.�, ,, ,�. � 3.,. ...a. ,� � �. ,<,�.�. ,a� � .. ..,.. . M s . .���� . .. .�. .;., ���� ' <. ...:..... . . .:. _._ . ._ _ � � � � v s � � .� � m .e � � �... .� �. .� � a..� � � � ._. f . ...F .. .o- � _ .,.. Io, �r .r, � ��.:: u r ti s t ._,, w,., . . f � -��a<<= �• -� ��� 99 P�ANS). ,�� 6. THIS PLAN I5 FOR INITIAL GRADING ON�Y REFER TO STRUCTURAL PLANS FOR ALL FOUNDATION ..,_.. . ..,.. .�.._. .__ . s,,..K< .. __.._., ,,,.M� ..„ . � . ... � � � � � � m t�,.� 4y, � ��� ... - . . .� , .,: .' ; ' . : .v: .` i, . .. f i , P= .. "'I`g t _.__. °•.i ,. �. '.: . .f � a�.e��..���� � � �•J ,., � iFiau-. - 4� '1 _ . .. �. � � ... . . . 3.. _., ,� . .. ,. � 5 I oo m o._ s_ �vr �. .o. � ar aar � � ; a _._ ,, � ..w.. ., .� ,.. .µ..�. ��.. .�,.� ..,._..�: �_..��..� �.......0 w�..,..�..� ,..�.�.�,. . ..�,,,�v� .M.a,.w., ,..�..�... �a �.�.,..;., �� - - r. o. s `�'°- _ _ a�� 33 . � � , 0 ._ - �,�,� , , : �.. � ,��,.. in�FORMA�noN . ARCHITECTURE ONE�SIDED �ORFA FOUPIDATION �. _ . _ ` e., ��` � � � � � � � � � �. � � � _ _ � � � � � � � _ �. m e � � � a.J g° STEp ` � 814542� � : �; B �t s w ���"''��`��� ��� s � a. ; 52 � � ����w,.�..,, � , �� � ' T. O.S. . � � .` �, � �� � � ���� GMP � �� >, w�..�.�,,_ .�...,����,,�'�,��..����� �..., � ,•� �_�.�,��.,,���..a�,,� 7. TOPSOIL AND EXISIING FILL IS P LAN N I N G , .�-, � � I , � ; �� �� �� " �""° TO BE REMOVED FROM UNDER ALL FOOTERS, SLABS, CRAWL SPACES, � � ; T. O.S I � �� � `h ' ``• ��'�' �.� HARDSCAPES AND FILL AREAS. INTERIOR DESIGN WALL (RE� STUCIURA�) k� '� � f � . c� 1• t i �� � � ,�-� � s��. �3' I o P e�4�5e I ! , I r�s � �;������'�� � ;.����?���'� ;. �,�..,: 8142. 08 ; ' � . '� �� aRzt��� � `��������° ���'j 3 , 3 �,� �� , Tow=s7.o' �, � ! (8141.42' � ' . 3 `� � .: �,�.g=���z�,������� ,����, �� ��„� 8. THIS INITIAL EXCAVATION PLAN DOES NOT REFLECT ANY GRADING THAT MAY BE REQUIRED TO SGrt Francisco � J I � � � i- � � Sp tz. § ,,`� P�tu ii� fS �3 � :- ,.. eow�a2sT , � � I r � � �a ��' � � r �' � , REPAOVE PREVIOUSLY PLACED FILL, TOPSOIL OR ANY LOOSE OR DISTURBED SOILS. Office I • ��� ' � � � � t . , � � � ':, ' TOWs57.0 - � �, r ��g� � q���; ' �- �a , .... . ;„„� ?rs �a � c I ,,, . � '' � � I i �. �, � eow-4a.�s° _ . ��� �, y� `�" �_ ` � r �� ,a , 9 625 Market Street 14th � � � ` � ����'�� �� , `� � ` ��a . COPJTRACTOR SHALL LOCATE ALL UTILITIES AND DRAINAGE STRUCTURES PRIOR TO EXCAVATION, AND ' 1 , , , r , � � � .. . . � . . o : � Floor r , ! 4 j I • BOTTOM OF FOOIING -- : � 4 ` { �� �j�'� `7�-�- � '" � 4 � � (TYPICAL, RE: STRUCTURAL) � � � � � w ` ' � ` ' J" ` �`' j ` ' PROTECT THEM FROM DAMAGE DURING CONSTRUC110N. IF 11E-BACKS OR S01� NAILS ARE REQUIRED I � � � -� San Francisco , CA � ` Y " �" _ ._, IN THE VYILLOW ROAD OR VAIL ROAD RI�HT-OF-WAYS, THE CONTRACTOR SHAIl LOCATE AND 94105 � ' ; ; I � I I �� .k = `� . �-. � _��.�?k�•� y O � T. O. S � ' I ;�' � ` `fi�,�, . EXISTWG 5 ' P�IN WITH 2' GRATE POTHOLE EXISTING UTILITIES AND DRAINAGE STRUCNRES PRIOR TO INSTAWNG - K T1E �AC S/S01� Tel : 415. 392. 44-33 � �._ ' .. . , ... _ � ,� , � I B141. B3 ! ,� �� r. � � �,..' ..� o , ,, CONTRACTOR SHALL fVOT EIVCRC�ACH I � � .._ ' ,, � ,; I F e� �.5 �5 � � ' . Ri �n -- �� � �. �-' , I ti ' � 6 � r .; � ' . NAILS. A REVOCABLE RIGHT-OF-WAY PERMIT SHALL BE OBTAINED BY THE AINNER. Fax : 415. 392. 4454 � � _ . . .�.. UPON OR DISIURB RIVA RIDGE SOUTH I � I I q � ` � � � � ; � iNV � r� ( � � " cM � ) - �7 � � . � ' ; ; � PROPERTY DURING CONSTRUC110N k� � , ! � I° "°" '°'� �I ; '; � ° TQY!�56.0' ,. - It�IV OUT ( 36" CMP ) - 8151 . 4' 10. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE 7HE SUBGRADE ELEVATIONS REQUIRED FOR LOU ISVII Ie Office � � �' � � � � � T. O..S� � .� e. � I � 3 ' ""'T � � I v i I t�, BON�44.33 , �; � {�g- � ; I ,,ti ' INV IN { 12 CMP )= 8152 . 8 ' THE INITIAL EXCAVATION . CONTRACTOR SHALL REFER TO STRUCTURAL PLANS AND THE 357 S. McCaslin Blvd . > ` I p I � 8143. 83' I � I ' " " '° °" "' T "' ``; `°� � (8142. 33) ` 4 I w� TOW=55.0' RECOMMENDATIONS OF THE SOILS ENGINEER FOR THE PROPOSED SLAB AND GRAVEL THICKNESS AND Suite 200 TOMl�96.5 ' ;> � � ' O O (8138. 00) !� �. � m e.l ' ` CO $0027 Bow-a�.e�' `, ' -°� , .; : I � ' B L � �. � � � � „� „,k sow=�a.o' EXCAVATE TO THE NECESSARY SUBGRADE ELEVATIONS ACCORDINGLY. Louisville, � � � �(8141.25)� � (814108) � � . ' � � � L��' �� , Tel : 303. 449 . 4433 � , B � I� �,. :.�.. ..� �(8 1 4 1. 0 8)� .�_�.____._ 39 � � � , ., ;� 1 1 . S E D I M E N T C O N T R O L F A C I L I I I E S W I LL N E E D T O B E P E RIODICALLY INSPECTED, REPAIRED. AND Fax : 303 . 926 . 5233 ` _ . � I ; " 0 4� � �� y ' MAINTAINED DURING CONSTRUCTION TO INSURE THAT THEY ARE FUNCTIONING PROPERLY. •s, 3 = I �-�-�-�---' ---°°--� 4� rt A vo n O f fi c e &r �'� g rf � ' ` ° ' ^��"` f '�a^ " 12. REFER TO COGGINS & SONS. INC. PLANS FOR "PROPOSED EARTH RETENTION, THE NVILLOWS, VAIL, 30 W. Benchmark Suite `'� i .� I `�' '- ° STEP �--- ; `� „ � t"�$ ": 0 ; ' �, (8140. 50) ,��� f COLORADO DATED MAY 07, 2007 FOR SHORING 1NALL DESIGN INFORHiATION. 220 , I � � I ( ,; ) I , : �;' ' I , , ; ky, . '. JPROPOSEDA PERMANENT � ��� Avon , CO 81620 arss. � � � °` ' � � � y ; � i' � °'° - '� (� � � � � � � � � � � 8�'��� � � � ��� 13. HP GEOTECM TO REVIEW SHORING PLAN PRIOR TO CONSTRUCTION TO DETERMINE SLOPE STABIUTY Tel : 970 . 949 . 0899 � � � � ' � RETAINING WALL (REFER �TO CO GINS & ' � ` � • � . � __ ___ ���.. � � � ,.f ` CONDI110NS. Fax: 970. 949 . a933 ` 0 `� M1: � I � T.O.S. � I � � � � (8141. 50 � � I I B `� i�" ' ` � ti � � ' � 8� �44i3 � � � 5 , �°°° °� � SONS, INC. WA�I. DESIGN PLANS) 14. IF THE INITIAL EXCAVATION SLOPE IS WET THEN IT IS NO LONGER AN OSHA TYPE "B" SOIL AND WILL infoC�ResortDesign . com ' ;i • ' � f1rJ�i-. i �"w��. EXIS7ING TREE rowsss.5' • °1 � ,� v ` � �, ' � � � ( , � � � � � � „ R�'' ��� ,, � }° �c$A REQUIRE ADDI110NAL SHORING OR A FLATTER LAY BACK S�OPE. www . ResortDesign . corn TO REPAAIN TYPICAL eou�a2.sr ' � I 8141. 08) (8140 92) L � m v o .J _.. . � .�, � �;�'', �.s�. ? ; . e,.sa. � �,.. ...u..,,� ..�.wn� .� �.,..�� C ) � _ ,• �.. � � � � 8141. 17) ' g��1,33 � _ � �"" °��"° ""°'"'" �,, 15. HP GEOTECH TO PROVIDE CONSTRUC710N REVIEW TO MONITOR THE IMPLEdAENTATION OF THEIR aF.,� L.. .� .�. � �1 � � s ,�, �� ,,.,�F,.�. . �.,.�,��w,� '���`°"�� ��� ���m � � � - �`' '' RECOMMENDAl10NS AND TO VERIFY THAT THE RECOMMENDAl10NS HAVE BEEN APPROPRIATELY .__ �..m��a,� a�9tl"4A5^ oldfrp1j°�faF �@„ .,m�w�«�w*ro��,.m"'°"q�_ ..�m��wre*t�"`�u�+W�w..�mW;� i i ��P ��. PROPOSED IEMPORARY SOLDIER BEAM � I � � I - 5 - �`.,�_._..............___. ; � INTERPRETED. , I . �._.�..��....__.. --,___. . ., , AND LAGGIfVG SHORING (REFER TO ,�, , ' � P4� BOTTOA� OF FOOIING � �� - � ' 16. PORTIONS OF 11iE TEMPORARY SHORING WALL MAY REQUIRE TRIMMIPlG FOR FINISNED GRADE OR COGGINS & SOMS, INC. 1NALL DESIGN , ' ` � s � f � � � " � ����� � „ l � �, i � , � . . (TYPICAL, RE. STRUCTURAL) ° � --� � '� ,+ , ;: REMOVA� FOR STORM SEIMER AND U1ILITY INSTALLATION. PLAN�). � DECK � ,� i � � [4ft � � �, ',Y , „= a , ' t � r� c.� ,�= 17. CONTRACI'OR SHALL PROVIDE TRAFFlC CONTROL FOR VEHICLES ENTERING AND EXITING THE °°'�� Re e�anW��^�,rF^�m.rrle� ! _ _> ,.. f � '. �`� �� a�.�s � , .: ( � ' I TOP OF SLAB CONSTRUCTION SITE FOR THE DURAl10N OF CONSTRUC110N ACTIVITIES. 4.,,��b�„w,+a�.�.�. ,�,r�,.,.�A'��,..�""°°�,A� n..,.A � � , , �_ � r , , , ` � � . .. ' T. O. S. (TYPICAL. RE: STRUCTURAL) _ ` 56 `'�'� ✓ . O. S ' .° � ° �r��.,� TOW�53.5 � � w �a, ' � , ' ' � � ' '� 5� �,r 153 � r... eow=a4.o' 18. THBS PLAN WAS BASED ON A FOUNDAl10N PLAN PROVIDED BY KL&A STRUCTURAL ENGINEERS ON � � , ; � : 8144. 13 / ' � � ` � " ` � � I `` , a t5�, � M A Y 9 , 2 0 0 7. R E F E R T O S T R U C T U R A� P L A N S F O R A L L F O U N D A T I O N I N F O R M A T I O N. O Q °.y � I ; a , � BUILDING OUTLINE � � _� � � `, � ' , az' '��s3 , ' 19. THE CONTRACTOR SHALL DEVISE AN EFFECIIVE DEWATERING PLAN FOR WITH ADEQUATE SEDIMENT O � T. O. S. �,. �,, � ,�� �4.;�, , t , ;�� � '�-- E, , a�5[1�, ,. i• - ,% CONTROL MEASURES FOR CONSTRUCTION OF SHORING AND THE FOUNDAl10N . � � ' � I ; .� 814383' � .� ..� � � � �- °�.. °-� , � �;�,{; , -�� .;`� � U � '� ' ''f ' � ` `'� • - - -� (8141. 33) ` � ' `' '' �� � � � /� / 20. CONTRAGTOR TO INSTALL DANDY BAG INLET PROlECT10N ON EXISTING AND PROPOSED ONSITE AND - / ' �� . r � _ �= I �- ..� � .� �- � .._.... �.� __..... � � _,� � � � �` / - BUILDING OUTLINE ; � � � , � � � 8141.08 " � " '��_,�.:� ...�� ...... ..a..�..�� � ; � .'�'.�.i' � ' � �� d M � � � t8141.33) � _ = q , ' f ����, s ,t., e�54. o . ,�,'� ` i: I ; �i� � � � � � �� � t� � �a4�� ,� �OF�FSI�TE I�NLET�S DURIN��G CON"S�TRUCTION SEE D�ETAII). ?� - ` €,` 8���� 9 ` s � �;: � O � I . . �';� � �{ f 'ps' TOW=53.5 ° - ° 1, � r E ,, � � � � � � , eow=as.o' �1 . �- �1�ACKS INTO THE TO1�M OF VAIL ROW MUST 8E TEMPORARY. NO PERMANENT TIEBACK OR VERl1CAL d- � , , ; I � � � 8141.� -� � J .�, n � r __. , Li52 � SHORING ELEMEMTS WILL BE ALLOWED TO REMAIN IN THE FtOW. � , r`, � t ; , k� f � � I � -- o � �.} { � �' � , , , . . g� � i � � ' � � " � � � � � � 6 "! 1 ' i „ fit5.3.9 "°�, �w.,.� • .M ».�"",�,, �,...�°°°�.. I v....., k:n Fi k! ! !£3 g�rcry^,�„.�q. � - .,.�.^.v.' E y, a y 7 ry � f ...�°q„m.. �W. i I �� ' I � ��� ��� a�� � 0 � � { �� � .�..��, } 2� � � ' . .��, � ., ._� T�.. ��,.� � ,� e. _�.� �.�.�.t � � TOVY=58.0' � p��:� � � �� � � ;� � ; ; � y . ! � �� � s:� ,�,:.� � � ...�,2le�i3;� ,.. .,�:, � �, �� � � i � '� 152 �'� . � 8141. 42 y I � � � ; I 8141. 50 i._. �" Nr , �� 6 r : � � I � � ; � � y �j � e � e ..... � .� �. � � , ��" � , � TOW-53.5 � '�� � I ���42.67� �'� � � 'a 7 . ° 4 J�M +' 4 . s ���� I �� � O I O F '� ki. `� � ' ��, g � �:f � � r.. . � � � j .x i'C� ° �'4 C. fsi Ifi' � i�� • B x BQ��•D �C�RNAVO/A�I� !VI/ANA�EMEIVT ���IJ�I�IGItoIQ• t` ; ' � `-,� f ' {� .� � .� { . ..eka y�'r $'L ah �'�gQ�! ', ' # � 1 # r "7z �' ' er ; P_ � � eJ I �� � �,, ,� � � 3 � � # ;� ' , ; R �� ' fi I ,_ � �w, �, �, .., �"' 1 . INSTALL PERIMETER SEDIMENT CONTROL DEVICES (IE. SILT FENCE. STABIIJZED CONSTRUC110N I `� r • � � � I ' � � � 1 '-6" STEP ' ` ' f °' , f'`��,_ °' '{ "" "° z� ` " °; r53. � , CONSTRUCT STABIUZED p��ANCES, DP�NDY BAGS) AS PER THE INIIIAL GRADING PLAId. �. ' ' _ � x� , � .. {3 r� a ,r�y . . ` ✓ � a �ff . � g�S�Ge`°'4y�u,eai�aa0 I E � [.,.�a.e.S�tu x ,...,w.i ,x� .,.E_au..�3 � . ..., '.': .�»u..s I ii '; t #i I � �T 4 �5 ? . �...-£,'.� , � � �° ¢ , � �� �' Tow��.5 CONSTRUCTION ENTRAIVCE � e�3a. 00 ` ; � � � ,� � �) ,T ,� � � �(8138. 00� � � J 3 I � } ` dt , 'x`" � °` � � � eow�4�.o' (5EE DETAIL) 2. BEGIN INITIAL GRADING, FOUNDATION EXCAVA110N, AND SNORING CONSTRUCi10N. P�o�osED Tee�PO�ARY so�oiE� �� B � ' I r I 1 . r `�r� �< ' ` y � � 3 , t F E 3 F p f� � 38 _� 3g 8 Tt'OM OF FOOTING � ? � � � � �, � t} � `3 t f' �� Revisions : BEAM AND LAGGING SHORING row-�.s' � � 3 � 39 � a � F ' ` *� _ � 3. CONSTRUCT SEDIMENT SETTUNG BASINS AND SUMP PITS. 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[? ;r+ _ � w...✓ ,�"�,...e+�`�w� �., � x. < a.,.w' :, !� ; �::��,, �. ,�° � �, INV IN ( PAN ) -�154. 3 j�, ,� : F � °',,�� "°°� °�, � ;, , �.,r ��-� "�� C� 2007 RDA .,..,.,. . . .... . . . ..r -0� � . ,.� . . . .. .. .... . �� �� .. �..... _ PaoPasEO sHO�in�c P�ni aFOOnNC " _..... � .�� � � ' ���� :�� �:��� � ..._ ... s3l,��R�►Ilil 6VOT��3� � �� ^ 4 � � � � � � �. . (1.0 MIN. CI.EARANCE) p , .. , �..__ ,�� � �;��� ... � � fia � ,.. ���C� �� �� � iNV�42a2 �` 1 . THE GEOTECHNICAL REPORT ADDRESSES SPECIFIC CONCERNS ASSOCIATED 1MTH THE �UILDIfVG EXCAVAl10N, DEWATERING, , oo • INVa¢2,60' � �� ' " "��� �" ' S T SUBDRAINS AND BACKFILL. IT IS THE CONTRACTOR'S RESPONSIBILIIY TO ADHERE TO THE RECOMMENDAl10NS OF THIS REPORT. � � �Il' � L C9 � 9!� � I'� � - • ° (HP-GEOTECH REPORT DATED NOVEMBER 20. 2006. JOB N0. 107 0905. SUBSOIL STUDY �OR FOUNDAl10N DESIGN. PROPOSED ,. � �, ,,_. ` ' � ' ��°�.a-. WIL�OWS AT VAIL LODGE� _ ,� ,� �� f� . .. H.P. iNV�42.� a' ` , e s-� ... � , �yF w � H.P. RESORT I��SIGN pqppp�p -OtJE SIpEp FORtA ..• �,�,�_ ` , , , �:, , 2. THIS PLAN IS FOR SUBDRAIN CONSTRUCTION ONLY, REFER TO STRUCTURAL PI.ANS FOR ALL FOUNDATION INFORMAl10N. FWNDAl10M WALL (RE: STRUCNRAL). IkV-42.3' , � , ' , �.s..� '�I°['' `�`"L • ' , , .� ,a ;�,���`� INVm43.5 � 0. 1 LF OF 36 „ _ .. , r r , r , ' " ..... ."' " INV�42.83' �.." .,...���"'�-d.Cy,,�,.�;���'„'. `�Fr, � 9� g`� ... C4NNECTFOUNDATIOtd WAI.L , � � � � ��, q� � --� �N� P �, � � y % 3. SUBDRAIN INFORMATION ON THIS P�AN WAS DESIGNED FROM THE LATEST FOUNDAl10N PLAN RECEIVED FROPA THE STRUCTURAL DRAINAGE @OARD TO SUBDRAIN. �, ,. ' �' , °°" INV�40.84' , 1 OX °e ... �§��at� � �'+-�---~'� � l d , � , , ,, f, ,- ,�� , - � f , � � � �I .._. �- ,.,� � , ENGINEER ON 03- 20-2007. REVISIONS STF2UCTURAL PLANS /4FTER THAT DATE NEED BE ADDED TO THIS PLAN. � � . TEP ,,� l� 4���`,. TO TO � � ,� � INV�42.25 � � " ` �,,.... INV�42.08° �,,. ,,�� , �` � � � � � -�•�- r � � � _� x N SET OR , .�.,, , A RETAINING SHORING WALLS WHETH R TH Y ARE SHOWN ON THIS PLA , , _ . �� 4. SUBDRAINS NEED TO BE INSTALLED BEHIND LL E E , � � , , .. .:. � ... � � • , , c,. Y � � 1.� T .,:� -' .:��s}4t',�f . � ,✓ .� "� o � �s s � ; �o � � : ., o.. �v � m a .� � � 'isy'�'��+sRi�3 � � � I�C� 1 . . �_�,_,_.,,........ ,, � � ,= r• � 1.0� ;; ° �� (814333J �,�< . , _ .� :: , � E.�c�<,Y ,� �,� �i , � ... � :� ,,,� � � .m.. .�.., .�. .� m � � � � � �, .v � .� �.. ..� „�. � _,. �, � � �. .o �. ..� a.,.. e! . � , � .. ,�, �.. . ,: . . � �.; � : ,:�, :. . � �. ;, ,rr �� � �� ti �r . ;�, � , _ � ,. ,. , , . ,: ,, ., � , . �. . �, I � � � .� m � � � � � � � � � � m � � �. � �. � �;r � ;� ' ,� , � � �� �'f<. � .�,,� ��` I RAIN P N P I R T td ASSOCIEITES �, � , �, , � � � , � � � � � .� �� �: �r _ � , � t; � ,,E;� .,-;.__ � v T. O. S ' � � � � � ��� 5. H. P. GEOTECH IS TO REVIEW AND APPROVE TH S SUBD LA R 0 0 CO STRUCTION. _._ „ ,. , .• : � � �: �. ... . :. �, � ...� .� �,. _.. ���' (8143. 33) � � � � � t -n � ���� �r � �. .�Eo � � � �. � .m �. � a 1'�26� a � � .._ e � � �J 8� STEP � � 8�'iJr. ¢2 � '°� � {:E;+'a��,��#'8 ��� � 1 G ` � � '�'� (.F 3� ). � � Tm � � � ,_ ._ ,�: � ��y � � ��;� ;°kxi �� MP � � � � � T. O. S. I � ' I � ������,�, g 1 , , ,,�� ����# � � .. .Ca� r 9 6. IF UTILITY STUBS TO BUILDING ARE BELOVd DRAINS THEY SHALL BE COVERED WITH CLAY. � � TO. S ���� J � � • 8�- N�°40'0 I 8142. 08' ` � °; I � ,.'w � ��� � J s°��� ' n � ������ � 7. COORDINATE CONSTRUCTION OF SUBDRAINS VdITH PLUMBING PLANS CONTACT AEI IF CONFLICTS EXIST. H.P ,� ' 8144. 13' � O � �NVa39.7° � � `�, � E � � IPIV=42.3 �' , 8141. 42 INVa40.62 � � k j� ; ���'� ' H.P. � / g f �, �t�, � � �r" INV=41 .0 �. .� � 1.09i 1� m �D I I ,, , u,�',+; SHORIPIG a ��� ; 3�������% x�'�`�� . � I � -"°- � �"� {rY�[c��, � sHeer caoa) :������� _� �¢��_� ��� = 8. IN AREAS NMERE SUBDRAIN INV�RTS ARE LOWER THAN ADJACENT BOTTOM OF F0011NG, THE PIPE AND SCREENED ROCK ARE � �1 � -� `?v' Tf\ �. : :�r �7��4 �� ffrc5�."� d � :. .. �x� j�#i S`nzxx � � r r s � � , }� 1 �: ,A_,� + Y ._.� o�o � . p :' - �; $ y( C ���� 3y � �� f � � , p TO EXTEND AWAY AT A 1 : 1 SLOPE TO STAY OUT OF FOOTER COMPRESSION ZONE. e - - ' �f I � \ 1 �O/O A 1 '� . .�. � i�� \ �fa2�ilRii'IS(�ki��rij aA_..... �1$�'�§pE�����:��%B��j"*'�C� . . ........ �iP�L���� Y� 3y� o......... W �s, ' �N', � PVC N7ERIORF DR/UN IM1H �' � � (m. � �, � � � ."'� � PVC ELEVATDR PIT�DRAIN � I � j�' �'���;� �n,�,�� 1 s��,� °����'�.a�"�4� ��, = ' � o ` � - . 9. 6 MIN. SCREENED ROCK UNDER ALL S�ABS IS RECOMMENDED BY SOILS ENGINEER 'r �,, I � MINIMUM SLOPE OF 1 .OX � IMTH AIINIMUM �.OPE OF vl � ._ ,� s . ..,.. �i��,�� , g����:��£��' r�' r " ",�i = _ :�; � � � ... I (Trnicn�) I o I � � I ,.oz �,wica�� r. o. s �� i I . ' � Pnss sue�a��i` �i�iPE �. �: x� s �n N c �' r� t-� w� �H 2' c� � r� -�., ' � �_ � ° � E N G I N E E RI N G I N C , � , � � �.$�,_ � � �. 10. PIPE NOTES: 8145. 75' \``� f� ' P,� =- E315 -' 4' ' , � � 8141.83 � � � (� °°� �. .'�" °I � a ' BENEAYH FoOtiNG `-- • _� s� ,���� INSTRLL PERFOIiATED 4' ,• �N pt o Q � � � (9 .0° bIIN. CIEARANCE, � � �y; m1YARDS BUSIN • P.O. HOX 97 pNC � ,vN �m ���MUM ° � � � � ' I ` � � INV CN ( .vF� C�Pvi ° ) s31 '� 1 . 7 ' A. EXTERIOR SUBDRAIN PIPING TO BE 4" SDR 35 PERFORATED RIGID PVC. Eownrms,�a��'a�o 81832 m' o �i i1 s . 970 926-3373 • FAIf 928-3390 • s.o� oF t .on (lwacn�) `�� � B P � � � p � I '' INV C7�! T ( 3� ' C� � } = � � 5I . �' B. INTERIOR SU�DRAItJ PIPING TO BE 4" SDR 35 PERFORATED RIGID PVC. w � ' � Ap.`' � m�ew woq ) . ' ° �°' °° °" °°t � T. O.S. I �� II�C 'V I �`�I ( 1 �'. ' C;fvlE� `, � i a2. �3 ' C. ALL GRr4VEL TO BE WRAPPED IN MIRAFI 140N iN�42.'7� 4, °� � I 8143.83' � ` � � � � I �, i�v 43.a5 - D. WATERPROOFING AND PROTECTION 80ARD BY ARCHITECT. AR CH I TECTU R E , ;,; � � � � . I ' � � � o I � L. .�.... , (81.38. 00) � � I � (814�2. 33� � � ' � iNV=4a.s , INV=41 .s' A �� ` E. ALL SUBDRAIN PIPING SLOPES ARE AT A MINIMUM OF 1 . 01b, UN�ESS OTHERWISE NOTED. P LAN N I N G , � ?; � , � f_�894y'25�.� � (814L08) � ( , I iwv-39.5 TOP OF F0077NG=8140. 00 $.5� I ., �; INTERIOR DESIGN � I H,p. I�„ =J I �(8141. 08)� -�� s � m„s, �: � 11 . AEI RECOPAMENDS TFOE USE OF MIRIDRAIN 9Q00 FOR WALL DRAIN SYSTEM. '"}c :, rt � INV=41.5' INV=40.50' � � e � � �� �a� o�� °"" m""� ;r� � I � , .ox �NV=4s.z4� San Francisco � -•�- y ,,,.�,�... � r,, 12. EXTEND GRAVEL FROM WAIL DRAIN TO PIPE SUBDRAIN o I I ��� a � � � � s � � � � � INV�39.7' 3'- 10" S7FP � > . ., , �, ,a ;f,� 0 f f i c e ` { . ,; �' I : � � '�%"- � � iNVass.2s' �8���� � � 13. EXTEND SUBDRAIN SCREENED ROCK TO CONNECT TO THE 6" OF SCREENED ROCK UNDER FLOOR SLAB. SEE INTERIOR DRAIN 625 Market Street, 14th ;,r��y _ ! iNV 4� .20 � i .ox DETAI�. FI oor '' ` � ' I iNV=41 .93' ° �. ,�. .� ,.�. .� �-° ° - - °-� r - � �' .�. � � (8141. 67) � iNV��3.o�' �- 1 � A, San Francisco, CA ?; I i � � � � � � � I � 14. "FREE DRAIPJING GRAVEL" ON THIS SHEET AND OTHERS IS DEFINED AS FOLLOWS: MItdUS 2 INCH �4GGREGATE WITM AT LEAST 94105 iN�°4� .ss' � y �- I � T p ' I � B ( i � 0 0 (8141.50) � ; 509� RETAINED ON THE N0. 4 SIEVE AND LESS THAN 29b PASSING THE N0. 200 SIEVE AS PER GEOTECHNICAL REPORT. Tel : 415. 392. 4433 _� I I � , Fax: 415. 392. 4454 �°"" °°1 � � o , � 81 3� ' o , � � o I � O � � � _ � � � � '' 15. INTERIOR SUBDRAIN INVERT TO BE A MINIMUM OF 1 .5' BE�OW BOTt'OM OF FlNISH FLOOR SLAB ELEVAl10N PER RECOMMENDTI�N LOU ISVII I2 Office ;� � , � �8141. 08� i���3911 . � (B140. 92) � (814L17) i (8141.33' I � � � �"��` � IN GEOTECHNICAL REPORT. 357 S. McCaslin Blvd . � l� � _ o .�I ) � � m1 : _ � • � - .._ - su �te 200 „; I E I s'(W)xs'(L)x7'(D) AMCOR PRECAST TW�-PIECE UTIIJTY ` 16. EXTERIOR SUBDRAIN INVERT T'0 BE A MINIMUAA OF 1 .5' BELOW FINISH FLOOR SLA� ELEVATION PER RECOMMENDATION IN Louisville , CO 80027 �C � � VAULT FOR 5U8DRAIN PUMP NATH BILCO 4'x2'-8' JD-1H2O � , ,, GEOTECHNICAL REPORT. Tel : 303. 449 . 4-433 � � � , M A(:CESS d00R (SEE DETAIL) , I oN��•� staa.aa' Fax : 303. 926 . 5233 { � ` ' "' � N N'SIDE BO1TOAa OF VAULT-�s��.7s° iNV=4� .o' '`' �r� °$ 17. MIRADRAIN 6000 OR 9d00 ARE NOT CONSIDERED TO BE PROTECTION BOARD. PROTECTION BOARD IS REQUIRED. REFER TO 1NY°�' e3° � � iNV-4o.s' c�rnAC�t ro P�oypE Ac7uu �uMPm �',� , ,� ;,; ARCHITECTURAL PLANS AND SPECIFlCAl10NS FOR DETAILS. Avon Office ' GRWNDWAIER FLOW RATE FltOMI DEWATERIWC TO "'��° # , '' ' DECK � . ��,w �4' ; � I VERIFY 1HAT VAULT AND PUMPS ARE ADE WA7ELY SIZED. 4•$%� " ' 30 W. Benchmark Suite -° , ;: , _ I � 1 .0� I R� � MEpi,wic,u �at PuMP sYS�mr ue�c�. "'- � A`�° ;, 1 8. I N T E R I O R L A T E R A L D R A I N S T O B E S P A C E D A T 2 5-3 5' P E R R E C O M M E N D A T I O N I N G E O T E C H N I C,A L R E P O R T. 220 / LL- '. �; E , . T. O.S. � � INV=38.89' T. D.S � ,. 19. A GROUNDWATER FLOW TEST HAS NOT BEE_N PERFORMED ON THE SITE. THEREFORE GROUNDWATER FLOW RATES ARE NOT Avon , CO 81620 � `�. ,� i, � 8144� 13' �- _ J H'P' � 8145.5' I , %` � `"'° ;�, , KWOWN. CONTRACTOR TO PROVIDE ACTUAL PUMPED GROUNDWATER FLOW RATE FROM DEWATERING TO VERIFY THAT VAULT AND Tel : 970 . 949 . 0899 BUILDING OUTLINE PUMPS ARE ADEQUATELY SIZED Fax: 970. 949 . 0933 / , , � I iNV-ao.s�' iN��.47' INV 43.0' ` � f infoC�ResortDesign . com INV�41 .7�' • � ,r' � � PASS SUBDRAIPI PIPE INV=40.16 � 1.OX y�, R�,� w , � : I BENEA7H F0011NG � � � �e � � / , ,,, , � � �"r--�` �1.0' MIPI. CLEARANCE) .� � m � .� � � .�. � ,at � ' '���,_ ��p�i � � . T. O.S. � , www . ResortDesign . com 8143. 83' I' """ ° '° � '1 �° ��k SLOPE VARIES, , � r, r •� � �; ' , � - `Q (8141.33) � ' a • � � ' _ �e � � � � � � �(8141. 08)� ��8141.33')� I � � � r. ,E�FF w.�� �., r .= , r : � 3 � I `"`�}".�� SEE p�`� ING OUruNE I � � : r ` I� � ;` 9:�. � o I I � I I o I i o � � I ; I � „ ` . e � �� i ; � I I I I B � I ! I � � �„�,�..w,�,,,,,.►+^u"'..""'� . e ,,.: � ' ' � � � CI.AYEY BACKFILL SEE SOILS ---��-"'"' ,t , ' � � �� � I I � 4.0' �814L�� � � � � �- -- - � � I iHV=aa.00' ��� � �� � ; I � � �� REPORT FOR BACKFILL ` „ , I , V',y A . ,:t � i , I IN1�39.00� � m � v .� o .� � � o. � �p � ; � = = - -� ! ; �1e„ � ;; o J RECOMMENDATIONS , � .,. p ,s � , ;, � � . � � : , � a W WANLREfE FOUNDATION RETAINING WIiU. DRAIN ` � • I � . I 0 I 1 ; � ' BY SHORING (�NTRACTOR > � , I � , � . �,� :f °-� `u � q� : L � I �(ai4�.4z)� � � I I 6 ?� ` � I � K � L� �. o.. le�a�.5o� . �� H.P; � � a , � ; �� � � ��, � w � . p � � � �r °� �,-11�4�4�r0 � 0 4 � � ,�t F „ p�� �.a:„�, + �� � � , S C9W � � � I � ° � � I I I '` I x � f� ; i��'���� ; � �� � '� ' e � � a � I ! ! I I � � � �� � �� �� � ���� � � zQ � o � . . , °'s' �r �� � � �;� ' �'� ` a'';� " ' ,, ,! "s �'- Z � c� BELOW GRADE � � � � � � I � I I ,,,, �. :, _ � i -6 STE�' A � � r �g ; ,��� , _ �� xa -��� ° '/` �`` � � `z �n MIRADRAIN 9000 OR EQUIVALENT. WALL p > '� � o � � � �8138. 00 � , ..� � I,.� �m �(8138.���;.,,�� � � 2.oz 0 at �, „ � {s, � ° 0 � � s - � 1 � y � � �,� P �4 #' a ° FaYr:- � `� +'�� O J WATERPROOFING OR DAMPPROOFING AND 3 .- . < � v �� , k �" �{ ' � ` �- w W PROTECTION BOARD PER ARCHITECTURAL PIANS � O � � � TOP OF FOOTING-8140. OQ TOP OF F0071NG=8140. 00 "°�" H P r , :�° ° � I � `' � , t,( � I '' �' , " �"` # : '„ '" . 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H.P. � i ��(814267) � t NV�4'1..�!' �' 6 " n.. .4 � .^� �: � I � H r' , s INVi42.3' � � . . �� n� � �� t"3" ^� � � � PASS Sl18DRAIN PIPE � ,:, .�,.. _ �„ . t ,,,� � : s ,. .,_r F ,,. , � .� .�x , s �a� ,.,� 6 2 - 6 � d �,���� � �=� BENEA7H FOOTING y"`S' (9 .0' t�oN. c�) ° -� .� � :. � ..�. � . q . • . � ' . . . 4 . - - - - - 8142. 26' (TOP OF VAULT) �,, . �� a °• , Q , 4 • . � . , . ,��, ;� ,.�; � '� � - - - - - • ALUMINUM MANHOLE STEPS W/ +,. , w, . ,,,,,.»N '� ° � ° � BITUMINOUS OR PLASTIC COATED MA `�`�'I�,,yp.��,�� INDUSTRIES OR EQUAL INS'TALL. PERFORATED 4" . ' P,oss 5ueo�N PepE P� ���N �TM MeNiMUM 4" VENT (RE: MECHANICAL) e�Enni Foo�rwc s�oPE oF � .oz (rn�cn�.) . < �, d, M�N c�►Rnt�c�� �;� 8130. 6' (4" SUBDRAIN INVERT) -- PUMPS AND SLIDE pR�� ��-�� ��� � ° � ' 3 5 � 8140. 16' (4" SUBDRAIN INVERT) � .� . Drawing Titl2 : � RE: MECHA ICA M 1TYP . e ( � PROPOSED SHORING � ' Q � � n � FOUNDAl10N WALL (RE: S'IRUC7URAL). , �fi s'p�` �v CONNECT WALL DRAINAGE ��� (TYPICAL. RE: SHEET C003) a � ,_ �� " , ° � . " ����� '° � ` ' ' ��'� 8138.89 ' (4" SUBDRAIN INVERT) � �� � � �� � 9 �°� `" ` `'� ""' 6" EJECTION LINE (RE: MECHANICAL) � � �FLOOR SLAB Extend subdrain free drainin ravel wra ' g g pped m 8. 0' ' ' PROVIDE HIGH STRENGTH, Floor Slab MIRAFl 140N) to 4" of gravel under floor slab. - Q � • ,, NON - SHRINK GROUT AROUND Pli'E AT �� 'r ��� �f 4 ' ALL KNOCKOUT �OCATIONS TO PROVIDE , y � f : ,� " '. , w s = � , s" �� oRAir�iNC PROVIDE TONGUE AND GROOVE JOINTS WATERPROOFING SEAL TYPICAL d L , . . �'.� . Y ! Ar � i� {^ N 3 �3 S v � • . . Y . � : � � � .. 1C. .. . °-°�-*- ����-�y � � � GRAVEL �� • . � : �•: •� � . � . . . .. •� �• " Gorage Siab WITH RUBBER JOINT GASKET. GROUT � � , c_ ; . }•°:.. q : � ;� 's '. . q � ? � �, c . t i c , ; a tt. a- .n � + � ' r '. `��a a (Re: Structural) JOINTS INSIDE AND OUSIDE, GROUT -� ` 6 '(W) x6' (L) AMCOR PRECAST Date : N � V. 06 20C?6 �, 6" minimum of free ai LIFT HOLES ON INTERIOR. � Q �a ' TWO PIECE UTI�ITY VAULT � ' ; ` draining gravel c •°-' 3. 5' • � .� a " ' � ; {� MIRADRAIN 9000 OR EQUIV. PrO �@Ct NO : 2 ?J27O . � � 1 " � � � ' ; . . ELEVATOR PIT a �� WATERPROOFlNG PER ARCHITECTURAI C � O ALIGN SLIDE RAILS WITH � . PLANS. . , ` � � -e ACCESS DOOR FOR .A ' x � ` F � > PUMP REMOVAL � � d � ; � � � � (RE: MECHANICAL) �Q , °�' DI" qWCI IJy: JEC FREE DRAINING GRAVEL t! FREE DRAINING GRAVEL � o � • � WRAPPED IN MIRAFl 140N „ TOP OF F�OTING � WRAPPE� IN MIRAFl 940N \ O � � ' ,m � : . - " • ' , b� °� ; a � . � .a A • . ' • ' 8134. 76 (BOTTOM INSIDE OF VAULT) (SEE PLAN) � ° : No Trench in � . . � . � . < " . . 4 1 : 1 Max Slope MIRAFI 140N 8134. 26 (BOTTOM OF VAULT) Checked by: JEC , KAK � IS F' LAN IS NOT FOR f • • � From Footing � Free Draining Gravel . . s � _ ,. „ � � � � � � � � I � �� � � � � � � o • • . .. . • _ . . . - P" CPerf. SCHED 40 6 SUBGRADE STABILIZATION 6 _ _ 6 . 0' x 6. 0' } g Sheet: ' . . : e. . �Q ,a A a , - � . , , � � 6 � MAY BE REQUIRED TO " " ' �� '� INTERIOR DR,41N NOTES: V � 1 % Min . PREVENT SETTLEMENT OF VAULT � a . � . ' d 4 • . ' . . ,� '' . ° . . 7. �� X 7. �� R EFE R 1'� � 1� ll � 1'lJ R A L P LA N S 4� P�F. RIGID PVC PIPE PE � • ' ' . . •. ' . ' • ' d 4' PERF. RIGID PVC PIPE PER 1 . DRAIN GRAVEI. BACKFlLL TO BE AT LEAST f 2" DEEP AND EXTENDED TO THE 6" OF INVERT AND SLOPE SHONM ON ° � ° m • ' INVERT AND SLOPE SHOWN ON �RAVEL UNDER THE SLAB TO HELP FACIUTATE DR4INAGE. NOTE: MECHANICAL COMPONENTS SHOWN �U�1- 1ICiU�T PLANS. NOT FOR STRUCNRAL INFORMAl10N. P�NS' . ON THIS PLAN FOR SCHEMAIIC PURPOSES 2. INTERIOR SUBDRAJN INVERT TO 8E A MINIMUM OF 1 .5 BELOW BOTTOM OF FLOOR ��RiOR D�ItV su�e ,oNO s�oPE nr � x MiN. ro �wuN. ONLY. REFER TO MECHANICA� PLANS FOR � • T NOTIFY AEI IF ELEVATIONS OF ELEVATOR PITS ARE DIFFERENT SCALE: 1 " � 2•_0" OM WHAT ARE SHOWN ON SUBDRAIN PLANS. OBTAIN WRITTEN PUMP SYSTEM DESIGN AND ASSOCIATED SCALE: 1 " = 2'-0" ApPROVAL FROM AEI PRIOR TO CONSTRUC110N FOR 3. SEE GENERAL NOTE FOR DEFlNRION OF "FREE DRAINING GRAVEI.." NTS PLUMBWG. C� 2007 RDA VERIFlCATION OF ELEVATOR PIT ELEVAl10NS. ��t ^ � INSTALL 25• cuRa aNO m m,��j 1 I , $�, $ �# ; £ G 4 ¢ (�NS7RUCT 5 YADE ATTA(71iED WN(XtETE GUTiER AT PROPOSEO EDGE INSTALL 3° NRDE 4 � • � A 1 � � � � � � it � f� �a�;�:1� a� ,�$ +�s�s�,� � � WALK. TO lERMIP1AlE ACROSS FROiA FR�1Y OF ASPHAI.Y FOR YAIL FRONT y�`' CHANNEI OF ANGULAR PR CONCRETE ,.,., , ; ,, �4; �, , F , � , � . '�,,'�?,� � � � � � ,t �, , DOOR PROJECT. APPROXIMATELY 70LF IN DODR PROJECT AND A1AT(�� � RIP-RAP . �� W ��.� , � '�'�'`�` RETAINING WALL s • p y , °' �"""�T + P E ts �°k9 W P ,rs��, y' a ; a , �+ ,� .,.'�: ., IJMIlS � D , x ,�3�3 �x�s�, p, ���� � _ , �, ��< , LENGIH BEYOWD LlAilTS SHOWN. �ppE ` MATH STONE VENEER � , , y (RE S7RUCTURAL) _ __ _ _ . pC ' s _""_. __.____-_ _ ..._._'_'_. _ _ __- ___ y ¢ `M _....___._.. ______-_ _-. ..__..__ a /��� t . . ( .; , �xi�rsa< ��'V/'1L� ..... x39`e{iSt��$� $ Ei{ � �,����tk$k���3�n r4 t U� VQ ..._._._.._. . ......... ....... . _ : .. . ., :�� .� '4 cltk .9" } �tt ; "s 3 5 ° 5 r#E S � _. ..._ .. . �� .�/ I � . ._..__ _ . . � _ �"- �. . .�. � , . . .... �jaT !, °(at#4�x s Y aixFd :� 7'�15r� E��$ � s;. m,..�ui("... . • . . . -_. � . ,: ,..:, , f#�iS;�E€£�it�s9 r3, i�yy,, :y� € � �_� �.y a n V! r "'^'x,. or r�at"'.:.:epH�r r i '- .�:. � . . . -_. . . . � ., e� � ' ., . . .. 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DRIVEIMAY AREA FOR SNOW STORAGE CALCULATION . , . ; �,t � , ;.._ , , ., . . , , . , , � l� r _... . . � , �.� � . , , . , , , , �.� . . � . � ...�. ...,�.... �_.. ..... �„ �. ,� �t , .,. _ . �.56. 5 . < , , , , � INIET A -- -� ---�" , : r° � .. .,. .. ,,. ; , _ .__ ... r. ..e - .. .. .. , . a �. , . , . , , . .. .. , r : , t , . __._�. �8. r.� ,.:�„ ,, � , _ �, . .., , , , , ._ , . . . . . _�. _ • . � , , . .., , ,, :. , , DRIVE .,, , , , , ,. . , : � , , , , ,., , . .. _ . � . .�. ... _ .. _ . , , . . ,.�.. � ,. , , . 1 . .. . REQUIRED SNOW STORAGE 280 SF 109� FOR HEATED ___ _ ._ f ., , ., , , -, � , ,. , . � PATIO . . _ s � artEn iN�r �an� _ . . .. . ,�.. � . ; �, -: ��.m � �..: � , 1 ( ) , . . � , � . �t {..: _ . �s � . . _,. ,. <, �. . : . , , , , .. ; , m I � _. � . , . . , , . ,. ,r a . ., .. , .. ., . . r .; sz.si --� _ • • . . � � , .� 5. I, ' � i . .. . .. .. .. . .. .�ifF. I,;ll ,.` . ... . _.._,. 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F ,� , f , , !�; �c F� ,- . . nt��'iscn�. . ND TRAFFlC � . � , ., , ; , +r ,�j $r: • . ,: .:, , � � n � •• . ', a . . ,_.° ,, ,. . �'"� ,, .: ,_..� " � u .n g � CONTRACTOR TO PREPARE AND SUBMIT CONSTRUC110N STAGING A ,' , , : � �. � � � � � Itl � � � 55.89 , , 55..9 ,,: N`G� 5t�.5 ` .� ., ,r, � . .. ,; . „ ., INV. Ild (6 ��15�.09 ; , ; t �y��, ., a , , ,; � °- ..:... � ��;�,r, �, : " \ erss. s ' ```��� _ � ..._ ... � � ; ,, r , `� ,a � , . , f; ,�,;�, : ,, . , , ,, �.. , , , r��, t., 1. ,, r� ,.,� � CONTROL PLAN TO THE TOWN OF VAIL PRIOR TO CONSTRUC110N . aasnNC n��e ,. �.-�, � v oun� e�-� ��.4s ` � � � :r . ' i kv�� � ' r�z7� , i+9 I. .i M 4' ,a ;r,. ,, �tE � ,� ,, : . '�. : �,, ; 1. .., � s i M � � �, � O 52' . �k„', . .m= ,a ` .t: s:.. _ ,,, , , ,': �, � , 5s.7z 1 , , , �x;.., � �, .::;,. R� - , ..: r� PHASE 'tRANSFORMER � , . .. ' . , , , . .. . , , , y. . s „ , , w � R:,;:, .: , „, , , , . 54.73 �G e�' HP /�, � t /� � E , / . . , P L ; � a,*,�fi?�` ��� � . � 5152. 6 + � 5, , , ,, <., .:=isi 'ftl 4� ,, �,�,:, o o-, ir � �'n ' O _. ,. , � , � ; . ,, { �_rvf � F,. .� :a �, ' CURB AND f�lTTER.,, . . 120 WIDE . a , '` . ' , , - . ; , . , P , _ ��, : : , , , , ; , .,� ,,: f,, ., � . :. . . sF ..._. , . , R .� \G �, 53.15 9. EAGLE VALLEY SURVEYING INC. TO PROVIDE SITE BENCHMARK FOR D � /'� I1 �08'� � E + t� ---- -- _. . e $t + : E � , -' ,- \�, "� ;�; t,,,. ,. �r�ae ,�C� I ,•,, �Ii17H i ' PAN. 1'YPICAI: NEAT�p .r i ( �p � �. . . . _---� �� ca ,�.. � :.: , .:; , , ., � a m , ., t, ., � >. . . � � r � . . . ( S I , ,,, ' a p "C �. �:� q, TAPER WRB �wD , CONSTRUCTtON. �f '"y„�'` � ��,xr �, . ,: . . ¢ s � PAVER 17RIVE � � ,: ` .. ,,,r. �,,,..t ;,, }� � ,,, �� '>�' ,� #. . �_�;- ' i� NE 3 , ,,, . � . , , °� � 3>=�,= . � . I , K << �,, . g155 � . .,- ���< F,� "�"' BEGiN GAIdAGE ENt'RY �, ; - SHAPE F101M.1 ` .._ _ , - ,,,: . , ,, A. , ,„ ,. �'., : �,° ,..., ,..t .i . ._.... .. � . ._ ..: , w� MATCH PAN % : ����; _.4_ :.:.. .a , � ��.�- �. �� � � LAN r ,, _. - „ , 5�:56 c, t�.'; ; ,- � �- . ` � _: ,h� , < _. , a � ; . ° `,, `,, , . � , , , , ..--,�-�,,..��M.;,��,�„� j S�4 , , ,: �... ��� . z,�� nuc�MOrr (s� r�oFl� TMis sH� , �F_. 10. BEW = EXPOSED BOTfOM OF WALL ,, --__._,_� , ,. , ,,,i +�•�,. � :, !,� . . . ,. , .,. ,;�, F%�� •� s�;a: ,`� 55:45 ,. 59:68 . 55 4'1 ,. . , %�S'"""v... � , , � -� �«;� � �.�� , ,,,,�,,,.,�..,,�,,, :.. ="'., r,'� � , ,�\ -:`� , �� a,� ; ., ..i,o-��u..+....►""� f,�,f A �1, .. .k. . . . ....... . � � , . �. . ...-�r- s, ,•' 1 , � .. � 'I '' ��:;w . . � � � �., � . ,rd . l:. a'o�"�►„'� �✓' ;%S�i � I �n/6� ,`..9t2jo�. '"m°"�* , AaJ3 C? � � s1,?; -�- 8f52.5 -6����r� e � _ , �.. � ,� . ��; .•- ss;� . x„€ , �; 11 . T�W FINISH GRADE AT TOP BACK OF INALL , �. : . , p : � �p ,�.,,� . ; , w...Y ,y = .w, � r s , � � ; n. "!1'�Qf����[�, ,��� �� ' �,..._. _ �.. _ ._...._ _.. ..._... . _..__ _,.. � � . "" .,ii�.,% �*- , ,w✓' .,... __.._ � . r i I i `` � � £ 3. � �xaa.,. .q`E �" l*�y�'.,.ei �ivi ,... ,- , �. ^ ,., .._ � � 6'_ . ' /� ' ;',_ , ,' � �.� � . :. ie� � ^ka�3 ���mni �y �� b� a.. . . � i j i 3 ...... . ?3rJ' .� GJ ,.. V V I 3. _ .n� r .�'st .a '� . � Y,,.t ' . � ' � « ua y , 5.� '�• � �,��� ,., .�. � 5s.5 56.1 s�,g .... s4 * s� � �- z + Y � �a; � ; � DdS'I1NG 12 CMP PIPE ,� _- _ � 12. EXTERIOR BACKFILI. SHOULD BE ADJUSTED TO NEAR OPTIMUM MOISTURE AND . ' HEA7ED SAtVDSTONE , �F' � ., � „ ,�y., ��. . 1 i. �ro BE REPLACED MA1H :-� Date . NOV. 06 , 2006 . , . „ . . � -• �, .� �� s o o„' °°-� . . � PAdER WAdKWAY ~'' `";:�^=t.�. . } _ , ` � �_ ,°, ' � . £" ` 18° RCP PIPE (REFER 8 . I lY , �„ >��. 55.6• _. . 4 „ „ .s.y� � . ; , �; 15� s COMPACTED TO AT IEAST 95% OF THE MAXIMUM STANDARD PROCTOR DENS % (�: u�DSC�Ej ,w�'°� �-�- . . _ . . �� 55 ,,� ;55.36' ' � 54. � �-- ..... ;� 5 {.�. ''� '"'s To STREETSCAPE PI.AN j .�-- . IN PAVEMENT AND SLAB ARE�S, AND TO AT LEAST 90% OF THE MAXIMUt� ; �. 55. ' ' � �` x �5��� ' ` � '`= �'°' �� ,-- '� STANDARD PROCTOR DENSITY IN IANDSCAPE AREAS PER GEOTECHNICAL � � r . 8 1. 9 I ay -- 54.r S„ , a �, , t ,�* � a....,... 15 � aak�.,.:,, ^ �- _. . : „_ � i # ,�,=�.,1r 1j �,� ' 3 0 r �� 4' O ; ' -- � _ . . . _ . _ k - --: { � � + p � , x F ��,� �; ,� �: ��� r a,Re nWn ''t,: �� aTS . '£��, � REPORT. Project No: 23270 . 00 . � �' � � � +8956. 7 0 �,:=� .,>-.���u� ` ...?�,.� �=a� ,� L UNHEATED CONCRETE ,„.aar _ ;. r. � 2 DRNNAGE PAId TO � �4?� � w: + , �a~� 54.2 t § A j } x , �, ' , � � _ . _ . . . _ . . . - . . , Uj TtE IN'I� WILLOW ROAD �„P`" " `';�� � „„„�•��"""""�,.M • ��� t�R K,,�i WT7ER (TYPICAL) `� yE .�;�s. CRO�.SPAN (TYPICAL) � ' d � =`c N � pr z;,�,..,..:- ��.�, - ya� {77 8t 4. :+�„»�'°°.^�` ! 6 PV��� M ��a, .€ , ° , '�„,v. .t. , 8157. 8 �; �`q �� .^l���. Ci/51'G x _::ui.s'�'�.^ zs.tt�x .�a.y�.u.�{a+„ .b�«.,�"�v�� wxaea''� t�,<o,.i�.a' *aww.m�.vs.. .,.�s*�:xi.�:} � �...�+wrnw..�mAV`^^.mFw.� w.a � y � zy �� ' % �y � `M�� p� 2:� � �' ` a ,�� =_ ' ,,�f iNV • B�oc- st .3s '� N ���, �,< , �, wa�i � �,�: 13. ALL STORM SEYYER INLETS SHALL HAVE AN 1 � SUMP. JEC .r`� -'�`' � � (RE: MECH ICAL) ��' -_� f ".�.: "� � ,. D ra w n b y: ,.., .. , ., 2• � � s� 2 cuRe nHU �� pv�'nNG aEU ,, PROwDE ir�su �tq,i _ , �.� � ;: ,,p . ,,, , „ _, IJMITS OF DI5RIRBANCE - �� 8153. 3 14. CONTRACTOR TO INSTALL DANDY 8A6 INLET PROTECTION ON ALL EXISTIN� AND s currot (rrPic�.) r (RE uwusc�e a � -� ,;�� `'� �,:� °� �� .� . P� ���q�� iNi.Er a, 2x3' iN�r�k k� q��E �� i � � , �,, (Tn'iCa-) ,tr ��, ,. °� �,,pM '''r ��52. 2 PROPOSED ONSITE AND OFFSITE INLETS DURING CONSTRUCTION (SEE DETAIL). , VJ/ DdtL I-3386 1 "� 1HAN 4' SEE AIL 815 ��` ��' � � � �;; �, �� �,��+'�� :; �. � , � ! � ow�r c. aasnNG a�x� iN�r ` �;, _„°, ° , E�����' ° = srs� Checked b . JEC , KAK 8956. �' tl g�� �y�p�q RpI�I`A�' �155.20°�A�, �� p� `�� F3� p �,` TO 8E REPLRCED DURING YMLLOW RD. ° a `�t �:j, , �µ � ' y. 4 TYV JIM\M �1\ ii�N 4~ tl� � . M`•�' � �� `ut E 4 `� � • S �}F �� 1� .�.` ,� �t'�" � �, � � � -�. � � f' � IN � C� 2'x3' INLET � �Sb � r S1R (RE: ,,STREETSCAPE PLANS) �+P ����� � �,�, / a �r �� � fi�� � , / INV. BlD(i�8181 .88� � �T '�� t:' RBM=8152.6° • G °�� ' "� "�} °�' '�� � �' , 8155.5 IMV. IN (8'��181.84° " ' f= 'r�� �i"t � � �' ' � S�'lv°2t : RE: IAECHANICA� > 'f 153. 8 t"€ W/ D9i I-33�6 ��'�p ,�� . "'? PROPOSED 18" INV OUT (Y� � 8149. °� - � L'j �p5��������3� � a�{���' '3, �;��a-t,�+3 �, � -' R(M=8P55. 4 ° ( , INV. IN 18'� �8151.21 8954. 8 � R• a � k �+r�-'� '� '_ : f . , ' � ) , -a- �;�, AME AND GRAIE � ! � �'.,.F BNV. IN FROM PAN (N) = 8150.3 �_, � � dF ,? ���� t° �. r �,�� ��> INV. OU��t`' 18' 8151 .01 " �� �� ' '� p/��y/�y� ep sll, !� EqLff �e � � „ �y � � o cn - :" �,,. ;. s .` � � ew+rau�vw ''y r' fF . � '�raS' �sse�`� a � � f��� ,a'+',. �RV9'VJGL IU•�; �IYY. 'I� (J� iV�va./ � �� � ci� £��4f�k�n' ��. � �k���ih ��. [J �JL . 7 � .._" �s'1555 - . .. 6 SUMP EJEC710N UNE �a.�.�,..���� �`x'�.�., ,, �,n "� . .�, � � ,�r.,$>`� ==��t�",.. �, � � INV. IN (8'�8151.23 R�� " �ra; � � � � �avr $t �-��t�„ i ^/� cl , _ .s , ., ' �,,, � `� INV. A BLDG�8161.68 q� �'�,°°, � � `"""'",• �� • � � � ti ��°� .�,>P � t,,.�.�� �,����A, E,� �.�.r, iNV. iw (te �st5o.23 , -� z � DECK /,, �� ��� :',. � y_ . r � � � ?,FSy ` .5�, V 'GI ,Yi � d�_ ,,. , (RE: AIECHANICAL) ,_' ,'" INV. OUT (18"�8150.03' � �, � t� , k, c � ` ?� �g �L�SI ; ,_' / s� � o- a " s t . � �1J.c7. ''� . : 1 . ..,,. ;, �,� R � � 81 �J � Q a y a 4 UNHEATED COIdCRETE f21M=8152. 7' ='- � �a � �lOp� " 9 � � � � , .,�j � �``� ��� 4� CROSSPAN (7YPICAL) Cl��AN (TYi�ICAL) ;• � � � 5 f �> �� s=`��'���g� ,'� ��� � 8952_3� i a �53. 4 ei�3. o �. � � �a g'� BUILDING . � 8755. 1 � � � � t. <,a�x =° � . , � � < + , � ' �� xf� r P o- � . �� � 1• ` .. r � ,a�' � ;� � t °+ , , , ,..; � r � _ .�. x i C 2007 RDA , ,_, , � £_� � .; OVERHANG GENERAL NOTES: �P" � L P 7� 1 . SFi0F21NG WALL DESIGM SHALL BE PROVIDED BY THE SHORING CONTRACTOR. 2. SEE EAGLE VALLEY SURVEYING. INC. TOPOGRAPHBC MAP FOR EXISIING RESORT DESIGN CONDI110PIS. THE SITE 1NAS UNDER 3� OF SNOW AT THE 11ME OF THE SURVEY. SOME FEATURES MAY NOT HAVE BEEM LOCATED BY THE SURVEY, AND V�ll , N NEED TO BE VERIFIED BEFORE CONSTRUC110N. � � � � 3. CONTRACTOR SHALL DEMOLISH� REMOVE AND DISPOSE OF 7HE EXISIING � � � Z o � � M P CONCRETE FOUNDATION ON THIS SITE. � $ � � � � � �� � � � 4. THE GEOTECHNICA� REPORT ADDRESSES SPECIFIC CONCERNS ASSOCIATED WiTH A S S O C I A T E S � � � a a �, �- � � �? y THE BUILDIIdG EXCAVAl10N, DEWAIERING, AND BACKFILL IT IS THE � � s � � � o ,�. � � m � X � � ..a � CONTRACTOR'S RESPONSIBILITY TO ADHERE TO THE RECOMMENDATIONS IN THIS � J � � �, � � � j � � b � g � � � � � � g v � � `� � vZ � � REPORT (FiEPWORTH PAWLAK GEOTECHNICAL JOB No. 106 0905, DATED � < r' � z ° � � _ °$ � ,^� „ a m ? � ro N �' � � � z � � - � - � g NOVEMBER 20, 2006}. -- g � � g �° � � • > Ke"�� � o � =^°EO . j aos ih � � � j �� °' � c) 3 N � W � � "� m . ga� °a� � � o � � a N ! zd° `" •v� � °' � Z � � � °T�, °� % � ? � `o S � � N � 5. ROaF DOWNSPOUTS AND DRAINS SHOUID DISCHARGE WELL BEYOPJD THE LIMITS a � � ,� � z � � � z o m � W m z z 3 Z o � � � � vv� �' X c' " c;� "' � � � � � OF A�L BACatFILL, AS NOTED IN THE GEOTECHNICAL REPORT. REFER TO = _ _ � _ Z � � g � y � � w y a $ � F w � z z � o� FZ � m � N z �' MECHANICAL PLANS FOR ALL ROOF DRAINS AND DOWNSPOUTS THAT FALL = = - � `� Ly � » � o Q � � > s > � � < `� � � » > a m en � � $ � � $ ;,� _ - _ ? i v z � � ? ? a .� � w � ? 3� � ? ? ? w � a 3 z � � z z z W °� W g � a � � � � z y � � W I T H I N T H E B U I L D I N G F O O T P R I N T. _ _ _ ._. .__ _ _- - _ --. _ - -- . _ _ , _ _ 8�sa a� sa __ _ __._ _ _ _ _ _._.. _ _.._ ___. ---- __ . . 6. ALL ROADCUTS SHALL �E A MINIMUM OF 2 WIDE. n�E coN�ACTOR sH �� ENGINEERING INC !, I �II � INSTALL A PATCH TO MATCH THE EXISTING ASPHA�T SEC110N AND SHALL mwnKO eu nESS �7� • P.O. BOX 97 � ROPOSED ' INFRARED SEAM! ALL JOINTS PER TOWN OF VAIL REQUIREMENTS. �ownr�os, ca0RAD0 87832 ��, FINI H GRADE ' . s�o ase-a3rs � FAIC 92R-3390 • �i EXISTING , I I 7. DRIVEWAY AREA �OR SNOVd STORAGE CALCULAl10NS = 2 774 SF GRADE I REQUIRED SNOW STORAGE = 280 SF (109� FOR HEATED � DRIVE) ARCHITECTURE , I I PROPOSED SNOW STORAGE = 28� sF P L A N N I N G � `°" __"- ---__.--- _ .-..,�,m._ ,�.- •-T-- _. .___.__ __ _ - _ __ . _ _. . __ .._- __ - ----- _..__ _ __ _ _-._ _. _ _ -- _ --- . . _._ _ _ __ ___.. _ . _ � � � � � " °- --- - I 8. CONTRACTOR TO PREPARE AND SUBMIT CONSTRUC110N STAGING AND TRAFFIC INTERIOR DESIGN � � � � �"`°" �° �°' '� �"° - °-- -- --m- -,.� ..._. ._,_ � � � --� � � � � ', CONTROL PLAN TO THE TOWN OF VAIL PRIOR TO CONSTRUCTION. , ._ �... _.. _ San Francisco 2o.atF oF a° ttcp � t.ox o0 9. EAGLE VALLEY SURVEI1NG, INC. TO PROVIDE SITE BENCHMARK FOR Office CONSTRUC110N. 625 Market Street, 14th � 7s� ts" � 0 9.o�e ) 0 San Fr nl �sco, CA 3�7 � � 18` �� o '•� 10. BEW = EXPOSED �OTTOM OF 1MALL _ --..._ . _ __ -8150 _ . _ - - _...._. - -- . ____ _ ---- _._.._. ---- __ _ _ - - -- . . ._....BiSD __..__ _ __ __- -- -._.._ _ _- _ _ -- -- 94105 I 11 . TBW = FlNISH GRADE AT TOP BACK OF WALL Tel : 415. 392. 4433 � 12. EXTERIOR BACKFILL SHOULD BE ADJUSTED TO NEAR OPTIMUAA MOISTURE AND Fax : 415 . 392. 4454 ' � COMPACTED TO AT LEAST 959� OF THE MAXIMUM STANDARD PROCTOR DENSITY LouiSVille Office ( IN PAVEMENT AND SLAB AREAS, AND TO AT LEAST 90% OF THE MAXIMUM 357 S . McCaslin Blvd . , STANDARD PROCTOR DENSITY IN LANDSCAPE AREAS PER 6EOTECHNICAL Suite 200 D�T� �' REPORT. Louisville, CO 80027 a.r�a: oo Tel : 303. 449 . 4433 � � � � 13. ALL STORM SEWER IN�ETS SHALL HAVE AN 18" SUMP. Fax: 303. 926 . 5233 � g � w °° � � r °' � � � � � ° � °' � " � � � � � "' � � � `° Avon Office � � e- d" r � P � T � r M M ° M M M M N � � � �n � � �, � �, � �, � a �, � � � � � � � ,� � 14. CONTRACTOR TO INSTALL DANDY BAG INLET PROTEGTION ON EXISTING {4fVD °' m °° � a0 � °D � °° � °0 � °' � 0D � `° � °° � °° � °° � °° PROPOSED ONSITE AND OFFSITE INLETS DURING CONSTRUCTION (SEE DETAIL). 30 W. B en ch m a rk Su ite 220 Avon , CO 81620 0+00 0+2D 0+40 0+60 0+80 1 +OD 1 +24 Tel : 970 . 949 . 0899 Fax: 97�. 949 . 0933 infoC�DResortDesign . com www . ResortDesign . com � � T • ' ~ ' , 1 • • #� ���� - A � ����� F �- �� S � :. tt��. ,. . . . a: ..,,.�.�.,. � O £ �.••� .°' ' � O A � PROPOSED 28' WRB �( �o cu�t (eY oni�s) � U .. . 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Z ��4• DO NOT USE CONCRETE FOIL (RE: LA DISCA E) PAVERS � �� CL > �> 6� � � � BARRIER INSULATION 2� or 2 - 0 2 -0 2% or 24" �r � � �V" � L '� �' � � � "� See P� ans� 24" 1 „ 1 „ 24" Se P ans ss 1 TO 1 1 2' SAND BED, OR PER �� .. „a , , ., v�nca. MANUFACTURER'S RECOMMEDATION ' " ` cuRe TnP� WIDTH VARIES PER P�AN �� ; � ' , , �,. " ;` :.. ° : rr�icr� cuRS sECnoN � 6" VERTICAL CURB AND DUMMY GROOVE JaNT, CURB & WT1ER O 5 o.c. ItESOR�' DESIGN �,,y� ,� °° ^r�� AN° cur� GUTTER WITH 1 ' PAN NOTES ' """^�;eµ,,aN PROVIDE MINIMUM 6• con�Pnc,EO CONTRACTION JOINTS '��� 4 :� � BASE CWRSE UNDER ALL CURB DOWEL CURB INTO 1 . PROVIDE 6" OF SEE TABLE FOR ' � �k r7 INSTALL 6' RIP-RAP FOR PWRm JOINT 1/2' PRE-MOLDED __ SLAB WITH �''� REBAR COMPACTED �� "°�"° ' REINFORCEPAENT ou�,vi aRO�cnow iF �,� JOINT FlLLER CI.ASS 6 ROAD `� �m'�ry SPECS REQUIRED, s� Puws cuRe a� cu� usE C�D 4. 0 O. C. o �S 11 NEENAH R-3588-L _ . . . � BASE BEDDING �>+� N . T. S. ` ` c,�a�,�w�/ varEiES 6 � , c ; (NOr sHbwrd) � > � ' WITH �6 6R W1E4xW1. 4 WWF A S S O C I A T E S � 2. COMPACT ( VARIES �� SUBGRADE TO � , � �� 959� MODIFIED � � � � � � � � ���� 2" ABOVE BOTTOM OF SLAB EXPANSION JOINT � � EXPANSION JOINTS �� �' � , . _ SNOWMELT TUBING ( RE: MECH ) , �� PROCTOR DENSITY � ' �,u.�.., ,�,µ..n� N . T. S. Q `��°°� ���„_°'''°��-=� ''� T°'� FLOWLINE FOR FLOW ACROSS PAN VARIES PER PLAN s� ,,� '' '�--�_ 6 " OF COMPACTED �' �� � � � ��� � ' �� CLASS 6 ABC = _ - ° CONTRACTION JOINT , 2" WEEP HOLES � LOWPOINTS _ _ _ a � COMPACT SUBGf� ADE TO 95� OF MAXIMUM AND ON 10' CENTERS. FI �L WITH _ O O 6� STANDARD PROCTOR DENSITY NEAR OPTIMUM 3/4" WASHED ROCK, AND COVER TOP = _ - PROPOSED MOISTURE CONTENT PER GEOTECHNICAL WITH MIRAFI 140N FILTER FABRIC - - rro-�: �ROUN � SQUARE INLET FR �►t�lE & GRATE , ENGINEERING INC SEE GRADING PLAN FOR 23 � 6� ENGINEER S RECOMMENDATIONS I Y SPILL CURB LOCATIONS t-�t �wA�E wad�DS,�Caa�an�oo ' aias2 Ox 97 � � � . � � I I • 970 928-3373 • FAX 926-3390 • ° 6 �""'W�� : - 80mm VAIL BLEND PAVERS ----.� �� � � (RE: LANDSCAPE) ARCHITECTURE , " ' DEfAI � FOR DRAINAGE „ 3 t /2" DO NOT USE CONCRETE FOIL "�......��w� INFORMATIONAL PURPOSES ONLY. � 24 � BARRIER INSULATION P LAN N I N G SPILL CUR� ° ' 33. 1 TO 1 1 /2° SAND BED, OR PER � REFER TO STRUCTURAL DRAWINGS MANUFACTURER 'S RECOMMEDATION I N TERI OR DESI GN VARIES PER PLAN 6" v EINFORCEMENT AND NEENAH R-3588-L NON-SHRINK DIMENSIONS R � � � � . � � 3 "'!"��I ' REi�AINING WALL ' Fl2AME AND GRATE cROUr - WIDTH VARIES PER PLAN 6 " VERTICAL CURB AND SQCI Ft"CI �ICISCO ' � � � � � � . � ' �� - � " � GUTTER WITH 1 ' PAN O � @ � . � � ' � � �' REFER TO fIC '' OO STRUCTURAL DETAILS f ; g' ` Q s' W ; 1 ' WIDE CONCRETE 625 Market Street, 14th EXPANSION JOINT CONIRACTION JOINT BORDER Floor Q ° 2'-0" AS REQUIRED San Francisco, CA FOR CROSSPANS 6' " > ; � DOWEL CURB INTO LONGER THAN 36 ' ' � iNSi�E _ _ _ _ _ SLAB WITH #4 REBAR 94105 GU 'rt'ER APRON SHALL BE 10" FLOVI+�INE ON UNIFORM GRADE �°"""'�-�--� £ `� `> � 4. 0' O. C. Tel : 415. 392. 4433 THICK AND HAVE SAME REIN - BETWEEN RADIAL POINTS ' ���°��""��"�"`�+°"��'`� ` tl ����""° \ MIRADRAIN 60�0 OR EQUIV. Fax : 415. 392. 4454 FORCEMENT AS CROSSPAN ' � ��°�"`4� , ,�, 6 " CONCRETE SLAB PLAN illEV�l �`'''--Q - . ` . , n 357 S . McCaslin Bi �a . ,� _�� " WITH 6x6 W1 .4xW1 . 4 WWF Louisville Office d CATCH CURB � FREE DRAINING GRAVEL 2 ABOVE BOTTOM OF SLAB f=� No�s _ , SuiteC2o0Q ; 1 . BACKF7LL, SEE DETAIL OF CUT/FiLL SLOPE 2' -0° WRAPPED IN MIRRFI = ° ' '' Louisville , � ..�� 2 SQUARE PRECAST BOX DETAIL soo2� PAN WIRE MESH REPLACE WITH REBAR ,�` 2. SLOPE AT 1 ° PER F00T � 4ON „ � ' ' Tel : 303. 449 . 4433 LENGTH CALLED FOR HAVING END AREA OF � 3. PAVEMENT, SEE TYPICAL PAVEMENT SECl10N5 �u"� 6 PERF. RIGID SCHED SNOWMELT TUBING ( RE: MECH ) Fax : 303. 926 . 5233 4. PROVIDE CONIRACTiON JOINTS 10' O.C. MAXIMUM "`� 40 PVC PIPE. SLOPE C�D AREA INLE1' 36 ' 6 x 6 - 4, 4 0. 10 Sq. In. Per Ft. ( #4 C�D 18" E. W. ) � 5. PROVIDE DCPANSION JOINTS 100' O.C. MAXIMUM �'""��•�� 2 '-0" 1 . 0% MIN . TO DRAIN � 6" OF COMPACTED APPROXIMATE SCALE: Y = 2'-0° A vo rt O f f i c e 6. SLOPE AT 1 /2° PER FOOT ��^� ' . CLASS 6 ABC 46 ' 6 x 6 - 2, 2 0. 13 Sq. In. Per Ft. (#4 � 18" E. W. ) 7. CONCRElE TO HAVE 4,000 PSI WMPRESSIVE SIENGTH O 28 DAYS � ,�a COMPACT SUBGRAD,E , TO 957 OF MAXIMIfM , - ' 2� � 30 W. Benchmark Suite 8. ADD 1 .5 lBS OF FlBER MESH R�NFORCEMENT PER CUBIC YARD OF CONCREI� STANpAFiD PROCTtSR DENSITY NEAR OP1'IMUM EP HOLES � LOWPOINTS 64' 6 x 6 - 0, 0 0. 20 Sq. In . Per Ft. (#4 � 12� E. W. � 9. PROVIDE 6" OF COMPACTED CLASS 6 ROAD BASE BEDDING � SUITABLE COMPACTED SUBGRADE AND ON 10' CENTERS. FILL WITH C� MOISTURE CONTENT PER GEOTECHNICAL $1620 84' Two 6x6 - 2,2 0. 26 Sq. In. Per Ft. (#4 � 9" E. W. ) , 10. COMPACT SUBGRADE TO 95% MODIFlED PROCTOR DENSITY ��W ENGINEER'S RECOMMENDATIONS PER SOIL ENGINEER'S RECOMMENDATIONS 3/4" WASHED ROCK, AND COVER TOP Avon , ��""`�""��"°°"��'�'°•""`�" °"�'"`°"�'""°"��""`�.°"�°°_°"'�'"°"'f`"�" ��`.'"� ep WITH MIRAFI 140N FILTER FABRIC Tel : 970. 949 . 0899 N . T. S. N . T. S. "� N . T. S. N . T. S. PCJR �� COCHERE ON GRADE Fax: 970. 949 . 0933 F p www.�ResortDesign . com --.-� 24- 5 /8 " -�- - WIDTH VARIES PER PLAN I� LAN OOIEVII _ _ _ 80mm VAIL BLEND PAVERS (RE: LANDSCAPE) ��������� , � , 1 TO 1 1 /2" SAND BED, OR PER ��������0 DBcL I - 3386 �"-►� 3" � I ( o o �' BO DER CONCRETE MANUFACTURER'S RECOMMEDATION 12" � FRAME AND GRATE 2 3�4� 6 VERl1CAL CURB AND „ � I ( N M �� DO B �.�� GUTfER WITH 1 ' PAN 6 " PVC �- #4 REBAR PROVIDE ZURN Z- 882 12" : - = ' � 1 . CATCH BASINS ARE _ � 4. 0' O. C. 4 MIN . PROVIDE ZURN Z-887 WIDE PERMA-TRENCH TRENCH � - - - DESIGNED TO MEET ASTM ,_ _ , . _.... _.. - .. „ . _. ..., SL�B WITH #4� R BAR t7 -C3 1 - 3 / 4 " _ � � » » „ , ;, , � _ ; 12 x24 x24 DEEP 2, 14, DRAIN OR APPROVED ^ C858 WITH AASHTO NS- 20 ` : `, � 4. 0' O. C. O Q W/ SEDIMENT BUCKET OR EQUIVALENT. ADHERE �� > » LOADING. PERMA-TRENCH CATCH BASIN i TO MANUFACTURER �S J01 N T DETAI L 6 TYP. 3 - 0 , 6" CONCRETE SLAB � 0 � INSTALLAl10N INSTRUCTIONS. , „ 2. OPENINGS MAY BE LOCATED WITH 6x6 W1 .4xW1 . 4 WWF A P P R O V E D E Q U I V A L E N T. F� I S E R 4 - � � � � O � ADHERE TO MANUFACTURER'S AS REQUIRED. , ` 2° ABOVE BOTTOM OF SLAB p U � SEDIMENT , " - 2 4 INSTALLAl10N INSTRUCTIONS. i L I F T I N G I N S E R T S � ._ 6� E. MEC ) _ . �. •. , BUCKET ;; " ; (2)PER SECTION P �AN VIEW 3. CHECK HARDWARE SECTION SNOWMELT TUBING ^ �� �, � R • H TYP. FOR OPTIONAL � � � �� � � � � � � � � � , � � PROTECTION BOARD : , � _ ?; � , ACCESSORIES. , �:. . . . �. (RE: ARCH ) d' � Q , 4" MIN . � � SEE JOINT � n h � 4. INSTAI.I. 18 SUMP ON ALL ` . : ;., MIRADRAIN 9000 � � � - - - DETAIL - - - - - - - - � w J INLETS '' `' ` DRAINAGE BOARD � � 6" PVC �n � � O � � � � (RE: ARCH ) " 5. ALL GRATES 1MTHIN R. O. W. STEEL BEAM ( RE: STRUCTURAL) HYDROTECH WATERPROOFING PROVIDE ZURN Z- 887 12"x 24"X 24" , � � TO BE BICYCLE FRIENDLY. DEEP PERMA- TRENCH CATCH BASIN � F� . � � P V (RE: ARCH ) W/ SEDIMENT BUCKET OR EQUIVALENT. � � ADHERE TO MANUFACTURER 'S LI FTI N G o� O � TOPPING SLOPED TO DRAIN INSTALLATION INSTRUCTIONS. � INSERTS � � (RE: STRUCTURAL) NOTE: SNOWMELT TUBING IN PORTE- COCHERE ON GRADE AND � � T ' � `�oa IN2T _ �--�� x� PORTE- COCHERE OVER STRUCTURE IS TO BE INSTALLED ON STRUCTURAL ROOF SLAB BELOW I i i I I ) ' ) � SEPERATE LOOPS. (R E: S T R U C T U R A L) Revisions : '2° 4�Mi N . T. S . 11 - 17- 06 PEC SUBPAITTAL � ( ( � o N � � � � ° 12- 20- 06 DRB SUBMITTAL 9_, /4. o . o � � � � N N � � � ) � 01 - 16 - 07 PRICING . a � .P � ( � � II II 02- 07- 07 FINA� DRB � T < oeee , eo oeoeoeooaeoveeee e < a . e � � � - - - 02- 20- 07 60� PRICING �) �, GENERAL NOTES: o � �3 - - - - TRENCH BACKFILL -� , : - :• 02- 26 - 07 CIVIL SUBMITTAL . . � 4" HBP (Typ. ) , ,,, t EE RT 03- 20- 07 90% CD SET . S CULVE �EDDING DETAIL y '� � " FOR BACKFILL MATERIAL AND 04- 05- 07 TOV RESPONSE � ' � � 2% or � 8" CL 18„ 2% or RIGID STYROFOAM COMPACl10N SPEC'S 6': 04- 11 - 07 BUILDING PERMIT , „ ----._..._ „ „ _._.-- INSULAI"ION 4°►�iN. 1 '- 10" 1 - 10 � See Plans 12 � „ � „ 12 See Plans BOARD ; � � 2. INSULATION SHALL BE 06- 06 - 07 PERMIT SET ,� � � „ 2 - 0 � -*► 9 1 2" 2' - 0,� 9 1 2" ,�, , . c� DOES O�T MEETLMIM MUM AT RESUBMITTAL PROVIDE ZURN Z- $82 12" WIDE 6 , �r 6 � � SNOWMELT TUBING z w PERMA- TRENCH TRENCH DRAIN s•2s' �.2s- 3" min , rt ,£ o Z COVER REQUIREMENTS. OR EQUIVALENT. ADHERE TO � LEFT SIDE VIEW SECTION /01 - A - (RE: MECHANICAL) a � ', o 0 � � ; �.�s? > w rv UNDISTURBED ` � 6" OF COMPACTED SOIL ' ` ' o m 3 REQUIRED F R' EACH FOOT OF MANUFACTURER'S INSTALLATION I N S T R U C T I O N S. 24. _,,.I �._ C A T C H B A S I N RISER o o > :..-''�g SESBEDD NAG �\� � ; � � A HI E V E DCOVER WHICH IS NOT ` HEIGHT CODE WEIGHT 3 CLEAR TO REBAR = ' �c�b i ' , �o C B 2 3 � ' C6231R 930# USE CHAIRS TO M - k �'' �� , .•»:�" t � � � � � �s ��2 TF� ENCH DRAiN 2 CB232R 1 , $60� 6 X 6 W1 .4 X W1 . 4 , -y WT. 3, 740# , SUSPEND REBAR � " Welded Wire Fabric » 4 �F •f � N . T. S. N . T. S . 3' CB233R 2,79 �# N . T. S . N . T. S. PIPE SUBGRADE � sN . � �� � : � �����J � � 1"REfVCH DRAIN DETAIL H 2 ' x3 ' IN � EI° J HE �4°fED 3 ' CONCRETE PAN J PIPE INSIJLATI �N ���.... � ..����°� �� ����. . ...- �� 1 .25 CULVERT OUTSIDE ��� °s��s � ���eaj4tlY4� h'°t,.•-<u NO AYLIGHT DRAIN DANDY BAG � �`�'^�� + + f � INSTALLATION AND MAINTENANCE GUIDELINES ���~ � Casf Iron Floor Drain Dlp. MiN. FOR CONNECTIONS TO ,:� � "t„„,,, tnstallation: The empty Dandy Bag should be placed over the grate as the Strainer, Josam 30Q04- 6A s�° � 2. BOULDER WALLS THAT EXISTING SIDEWALKS: ,, � ��w,w , grate stands on end. If using optional oil absorbents, place absorbent p81ow Planting Soil „ �TRENCH BACKFlLL INSTALL 4 REBAR � •" o EXCEED 4 IN HEIGHT in Maximum De th = 24" Threaded onto 4 Pipe and to '� �,�� # �� � O � �'°'~o MUST BE DESIGNED BY A mowuto' tetnen�oottorr, (below-grade side) of tr,e unit. Attach ob9or��,t P 12" of Screened Rock HI - 40 RIGID FOAM DOWE�ED INTO EXISIING 2 (MAx) p p. Tuck the enclosure flap Inside to comp�etely enc�ose Drawing Title : (Re: Landscape) Wrapped w/ MIRAFI 140N Outlet Flange at bottom (See Subgrade Plan ) ` s � � R z � 6" CONCRETE CONCRETE 6" ON CENTER. � y � � � �•,R QUAUFIED RETAINING WALL 18" CLAY tne grate. Holding the Itfting devices (ao �ot rely on lifting devices to N � � � � �, ENGINEER. �AP � � suPPort the entlre welght of the grate), place the grate fnto Its frame. � -�-� EE1'SCAPE � CIASS 6 ROADBASE VARIES PER P�AN �r� � �� Molntenance: Remove all occumulated sedlment and debris from surfiace ond ��� + „ € � �°� � vtcinity of unft aft� each storvn ewent Remove sediment that has f / \// // / ���� / / / / ; i " ��L }3 BEDDING �� � accumuloted withln the containment area of the Da�dy Bag as needed. If DETAI LS \\ \\/\\/\ \ \\/\\/\\/\\/ ` "' � ZONE � ;' � us g ptlonal oll absorbents; remove and replace absorbent p111ow when near �� ij����i : � . soturutton. � UNDISTIJRBED�� � , �e'`` . � �:��.: � ', , i'` , % THIS DETAIL IS TO BE %�� ������ � ������������ �� soi� � � ' � ������� ������� � � , � � � ' , ° � � � _ ,' � � _ .. 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BASE BEDDING � � , . , , , . . . . . _ ,, . . , .. .,. . . . �. . ,.� .. ,� . , .. � . , , , , � , . � �� �„w�. �.� , � � � , � �� MIRADRAIN 9000 ; � ..�.. � � � :� , , , . . „ � :t ti1 .„ Cl '' �.,. i.: .-, 1.. ... 4 ) �.. �. s. : � ,� wd' \ • � � �� �~a, �,� � ,�.�.,,�.,� �� p�� oje C.. ... •,i . • , r , v E �. 5 .. . ��� � ,.. , .. _, �q `e� ' Pr ct No : 23270. 00 , . , , � � ' ,. sFOR coMPnc�or�is �,�. ,� � ��°."." w.,. 12" SUBGRADE "��..w . � ., ,.-� _ .:•-0 � 1 �� ., VVATERPROOFING MATERIA� �""'"`��°"`°"°'���"� � `����'' COMPRCTED TO `"�. 00 SEE ARCHITECTURAL PLANS REQUIREMENTS 1RENCH BACKFlLL � .� 95% MPD ��.� �, � 00 00 - A,� NOTES: �� � 6fi � » / „ � � 0 , . . . wovENORnNCERic Drawn by: JEC 12 OF 3 4 �� WASHED ROCK MONOFlUMENT 1 . INSTALL CONTRACTION JOINTS C� 10' O. C. PER k a� � � � 4 R � 2 MAx Checked b JEC , KAK Cast Iron Drain , Josam 30004- 6A or � TOWN OF VAIL REQUIREMENTS. 4 �dU � � y' Approved Equivalent. Omit Grate and grout SAWCUT PERIMETER AND CHIP BEDDING ZONE SEE � �w. 4" C�� � GRA7E DANDY BAG� OUT CONCRETE 1 /2" DEEP � ABOVE °°� � SD � � 6° PERFORATED 1 /2" Min . above flange (KEEP WEEP HOLES SEE MECHANICAL �;; I 2. CONCRETE TO HAVE 4, 000 PSI COMPRESSIVE ,� `""` R 35 ,. • , , ' PVC DRAIN TO Sheet : OPEN ). Set drain with Waterproofing AROUND PERIMETER OF DRAIN . PsrnBiuznR-noNE' �'I` SIRENGTH AT 28 DAYS. E`�, �°°�•••E� � So�� ' . ' , ; � .- ,. . DAYLIGHT E � = Membrane Clamp Ring and form invert to PATCH CONCRETE AROUND NEW MA�RiA� iF a� � � d D R A I N B O W L A S S E M B L Y A N D R E Q U I R E D ` � " drain from top of concrete topping to inlet T R E N C H Z O I VE S � 3. ADD 1 . 5 �BS OF FIBER MESH REINFORCEMENT PER �,,� '`� e � „ " : PIPING - , CUBIC YARD OF CONCRETE. .,��' �.n..� T� ,� ��.•-.�� KEY BOULDER WALL 12 MINIMUM ` � ,... ,g. ' ` r� � � � OR INTO EXISTING SUBGRADE ,,�,„m w�m.o.� �..,��� � SCALE: 1 - 2 °•• "' N . T. S . =.�w IN N . T. S . N . T. 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U11�ITiES ARE TO BE FIELD LOCATED BY THE CONTRACTOR PRIOR � �>�"�°r, �' ;- 1 aC�=- (7 "� ( t31 �">� . ��} � I � !, �,1 `� ����' TO CONSTRUCTION. CONTRACTOR TO PROVIDE EXISTING UTILITY , � " � ; � � _ _ , � � ' � ! 1 � INFORMATION TO AIPINE ENGINEERING. �� � �_, = �`�� ..�., ��� ,�,� � � . ` �._ �_ � � � � �� � �t' � ���u � � � � � �� � � �� � � �! � � � � � � i-- -� °� °"°^� ,: � I �_ � � __ - ;� I � � � { 2. ALL ROADCUTS SHALL BE A MINIMUM OF 2' WIDE. THE CONTRACTOR � °� ; � ' � --1 I � t--- - .�_ ; - - ��;, � - �_ � ; f � � ' ` � SHALL INSTALL A PATCH TO PAATCH 11�iiE EXISIING ASPHALT SECTION � O PROPOSED GAS - � ,� � � � AND SHALL INFRARED SEAM ALL JOINTS PER TOWN OF VAIL � METER I.00Al10N I " � � ' ' �`. � - � r . ;.__. , -- ' � �r` € � ` ��, ' ` REQUIREMENTS. � Q -�: _ _. . -- - , �����`'"'"'�.,. �"�� z ` � ` `'� ;%+... � �,; f S RVICE i � � � � � � � � �„., 3. THE 6" DIP/CIP WATER MAIN ON WILLOW ROAD IS POTENTIALLY � � "".� �„W � ., � EXISTING SEWER E I . 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"� _ ` � / �__� � , � � w �_�ry. : .. .�,.��,_..��. � _ � �mG � m � � _ . .�- � - - ��. �� �� . ���� � � � � ��w ,� �� � ��� � . �'�'"�� �� � ;y ' p�� � ��.�� -�- �a Drawing Title : ___,_.___ _ . . _ . o �.�e � °e � _`�XtS�I� 6" DIP ViIATER hqAIN . . . ..��.�....,..d. . ._ G �.��..� _,�„n.u.,�w.,� � [ I[ � �a� �� . �°'^� �...,�.�v.. �� . _ �. ti.�,ro,.� � �.p.. _ .. . � . .. .. _k._ _�:: . . .. �_ ...,....,, . � ' • mwu»..,..x..w.�..�,�. . . .�..,.. .�u & f 4v`"'✓� `�;� � � � � � �. �:.� � � . �.�.��..� � � __ ...� _� ` � `� � �' � � �� � lJ TI LI TY Td POSSIBLY BE UPG�"ADED -TQ 12" DIP � �. _ _ .. �- n, �� J � � , > ��� ` �`� , -, .. �:;�- .+ .� ����. �`••"., , _.... ti � . . _ . , � :, ��� rt � � �' s �� BUI �DI 8Y ERW&SD IN SUMMER 08. CONTRAC� PROPOSED 8 DIP WATER SERVICE AND GATE _J ,J ^ . � t.v__-_.. �� �f � �, �° ,,,�4{� � � ��:�' -- -_. TO COORDINATE WiTH ERW&SD. �1�i4LV�s: -MI-S�'ALL. -�EE QN _MAIN (SEE DETAIL)• _ ,_._ EXI .�TI �1G 2 A3 I !� LE�I� rYw .' k � ` � ��""n td� �`�.. � � •,� P OVERH � MAIN TO POSSIBLY BE UPGRADED 7�5`'1_2" - DIP -- -- --_ __. . __ .____ --- --- - - --- )- ---�- f� IM ��� .; 2. 6 t.�_^. � ,� , i r, F e �"'9w PROPOSED ROAD _�l,�.L(_TYPaCA�� EXISTING THREE-PHASE BY ER1N&SD IN SUMMER 08. CONTRACTOR CONTRACTOR SHAIl SAWCUT. INV IN ( PAN ) �15n . .5 ,,��` � � '� ELECTRIC TRANSFORMER , `'�' � TO COORDINATE WI�I-I ERW&SD. REMOVE AND ;DISPOSE OF EXISTING � � � �7� -� , �� .� � � �, ,,�• , f, ' ; J TO BE UPSIZED BY HOLY ' °�°►.�. ASPHAL,T. , t�E-PAVE AFTER UTILITY �� .,�..: , � CROSS ELECTRIC. , ' "' "� . � , INSTALLATIQN,.. TO MATCH EXISTING , .,�. "^°° n;� '. _ CONTRACTOR TO COORDINATE. _ ; _ F PAVEMENT SEC11f3N . _ ,.s""""� � 1, EXISTING SEWER MH 0840 ' �+ �" - � + ' � � � � �`r �� RIM = 8152. 4' Date : NOV. 06 , 2006 ;, : • a.�.��� _ �... a,...v.*+d...� a :. ; ; , !� y ;' � a � ,.r` � � INV= 8139 . 7' EXISTING E�ECTRIC � ` � a + ' i � SPUCE VAULT � � ` � , , � , ` ��' , :` . ; , , ,, , :;a,. 1 � Pro ject No : 23270. 00 ,,.; $ r ; � � , � . : _ �, ---- , .. �P} • : . . �., . .. v . � u , t } t �f� �' �� .. .. . , � . . ... ai� ...l . is ..� '. .. � . � � �� {�� �}#¢� ���N � INSTALL 18"xs" SADDLE TEE ON MAIN ,a �' ,^° 4 £,,.s° � Drawn by: JEC PER DISTRICT STANDARDS , r�: ,� � - INVERT AT MAIN=8139. 27' .�,; ;°� "'°� �' . � Checked by: JEC, KAK ^.. or , e.,�, J1k�' C:�` ' �;�� 4;!� O » ' ,�� �`� � �,�W. 1 � 10 i�l� ' k��r� �� � g �� � �� Sheet: � ��' �'_.� �,� � �� �„"��i a.:a ��� � �fl�/ � � � -0� � � ��� � � �;�� � CU 2007 RDA C;? ' �R`°� PLAN VIEW DISPERSE LARGE ROCKS IN THIS ZONE APPROXIMA'fE DITCH LJNE AT 1 : 1 PROVIDED ROCKS DO NOT INTERFERE WITH A BACKFILL COMPACTION REQUIREMENTS IC� � � � L. � P IVI � � � BOULDERS GREATER THAN 18" TO 8E REMOVED IF THE DISTANCE TO THE TOP OF lHE OPERATING FROM BACKFlLL AND DIS'POSED OF AS APPROPRIAiE. NUT TO '(HE TOP OF THE VALVE COVER IS SE IJNE GREATER THAN 9'. AN EXTENSION STEM N7LL 8E REQUIRED ON THE OPERATING NUT. THE IZESOR� DESI�sN D(TENSION MUST BE SECURED TO THE VALVE ' OPERATiNG NUT. " NO ROCK ALLOWED GREATER THAN 6" FLOW —.- � %/\�/�, //�/ SPRING L1NE OM TEDPBEDDING COMPACTION REQUIREMENTS /�%/ DISTR%C J2� /\���\, VALVE OX IJD : . � . .. , PAC VARIES /�//%\�� 1RENCH BACKFlLL " r� SSOCIATES 22-1 /2' IOMG FACTORY WYE WIRE SHALL EXIT RADIUS BEND PIPE 6" BELOW � 062 45° BEND — GRADE 12" /�\�• STUBOUT APPLICAl70NS (NO CLEAN�IT) ���\i\�/,� /� i %\�/��/��� J' �\/ �„________-- SHALL HAVE A 3M �OCATING DISK ,: . 6: :: ^. ` i NO ROCK ALLOWED ` ' " ' `� INSTAIlED AT THE END OF STUBOUT. � � WRAP 10 GAUGE INSULATED ' 1 GREATER THAN 6" � : ' BEDDING ZONE '� "" � UNDISTURBED ✓/�\ PROVIDE SLACK ON WIRE BOXES, ,\j\ : :. ; ,, '\ SEE BELOW ��CED IN UPPER THIRD OF _ SIDE VIEW �\.�: ` � /� — = SEWER MAIN . S�IL MATERIAL IF REQUIRED ---� � `/\` � \\ \ � _ PIPE SUBGRADE, STABII.IZAl10N �/ : � � f . �,. % ,, ,�,� , = = _ � _ _ _ _ _ _ _ _ _ MARKING TAPE TO BE � ' — P�ncEO 24• aeovE -n�+E E N G I N E E R I NG I N C INSTALL CLEANOUT TOP OF PIPE OR HIGHEST PROTRUSION mWAI�s Bu�wESS C�1�R • a� �x 97 • . e 970�28—�33�73 • FAX 928-3390 • COMPACT BACKFILL TO 9896 STANOARD MEGALUGS P9EGALUG TRENCH ZONES PROCTOR TO SURFACE TO SUPPORT VALVE BOX -- ALLOW ENDUGH ARCHITECTURE / DISTANCE TO WURK ❑N P LA N N I N G ' % ,, ,�,'` ' `• .. � � ` � MEGALUGS EXTEND TO BUILDING ��\�j . .. . . ,' ' �' " . , , ' �\//� VALVE BOX BOTTOM � ~� o (RE MECHANICAL) INTERIOR DESIGN �j���j ;: : : : .. , . '. - � _`:; ��j��j�. � O � San Francisco ��//��; : : ::..� ..; :: :: ���//��% ❑ � O f f i ce SECTIONAL VIEW , � �\�%� -' : : .: �x�:: .� `�� cA� va,�vE �, � TRQdCH BACKFlLL /�! %\'%\��\��\/� %�/,�//� ;/�/ , : ° = . \/\, o o � � , ��.`�'� 625 Market Street , 14th \ i�\ � . \�/�\ .: . . : ; ..; �\��� �r�, �/// ,, 10 GAUGE INSULATED >/\/ � . . . : . �//\ \/. .9 .,�,: , .,. . ... >` . ... . : : : . : :: : .o �o y\'�— � Floor PLACE 3M LOCATING DISK COPPER WIRE TO � � � . +- �� � a � � � � � � MARKING TAPE TO BE --���' \� ,—. ; �� \ � DISTRICT /\�� ,t� ... .. , . . .: .' � ` . . - ° �.'R' ':: \/�\, a Z Sd �l Ff'Of1CISC0 , CA PLACED 24" ABOVE SERViCE UNE - SEE SPECIFlCA110NS APPROX. 1 FOOT ABOVE SERVICE FOLLOW WATER MAIN ./��� ,.; .,. .;' ,; : . :: , j/� %�� p ;• ' '', ' :; :.. : :.: � ,.:, _ •, ; ' ,: : O /\/ N � END BUT 00 NOT BURY AT / `. . : / APPROVED �/\� . : ': ; .. ':;' .' � .. . : : �... '..' :. :; ',: - ti : ." .: \�/�� 94105 PIPE OR ANY (�2ADE � 1 /4 INCH PER F00T MIN. A DEPTH OF MORE THAN 4 FEET �\��' � � �: ' : ?;,;' .°• ` ' � ' ° ��\ GATE VALVE , . � , . , , . p �0 .- : . � T2I : 415. 392. 4433 �� <..,,!;.?�,,. , : . . .'. ; ; . . ., MEGALUGS COMPACTED � . . \ PROTRUSION 3� MIN. ��/��� :\- .. .,.\ ' . ...,\.. :'`_' ,_v\,, . .\ _ . ...\. . /���� BEDDING ��\: :. : :.' .°=. . � o. . : . . _ . °: . �� Fax : 415 . 392. 4454 920' /����/��/��/��/��/��/��/�������� MATERIAL \�� : O . - " '. ��\ BEDDING Louisville Office � �\�/i��j/���j��//,��/%�/i\�/i\//��/i��/i� TOP VI EW l/ -, o:. : � �� y/ � zoNE ---._..._ — �ow �_,�� ] %j ;; , .` ° .. � ° .:;.., . /�\ 357 S. McCaslin Blvd . j . , : .: j�� Suite 200 UNDISTURBED ��< ..; ' `- ; ':: . ��: . : �. ' : ;' :: �/�� Lou isvil l e, CO $0027 30° 30 GENERAL NOTES: s�L ��/ . . : _. . ., .: : ' : . . .. = � Tel : 303. 449 . 4433 ,.., : Qs O"'' ` :' 'p " .. ,.,,� ,._. . ._.. _._.. . �� � • .: .• . . ... Q.. . ' � � ... .. ..............__.. sPRiNC uNE 1 . TEES SHALL BE CONSIDERED ON AN ��\�\`�a � ;4 ' . ; �:� .` � '`�, �°, ���; ��/% Fax: 303. 926 . 5233 p INDIVIDUAL BASIS. ALL USES OF THIS %:�i%�;�ii�;�i�`ii,�i%�i;;�����i% A vo n O f f i c e 1/4 O.D., 30 W. Benchmark Suite � GENERAL NOTE APPLICATION SHALL REQUIRE PRIOR DISTRICT o ❑ o s" MiN 220 APPROVAL. PiPE sueazA�E Avon , CO 81620 1 . VALVE BOX IS TO BE INSTALLED PLUMB, LEV�L AND C�1dTERED Oid 2" NuT. 2. MEGALUG RESTRAINT DEVICES SHALL BE Tel : 970 . 949 . 0899 GENERAL NOTE REQUIRED ON ALL TEE APPLICAl10NS. PIPE BEDDING ZONE Fax: 970. 949 . 0933 1 . MINIMUM SEPARAl10N BETVEEN 3. THRUST BLOCKS WILL NOT BE ACCEPTED infoC�ResortDesign . com TAPS SHALL 8E 18 INCHES. SECTIOI�� AS A RESTRAINT. www. ResortDesign . com —� N . T. S. N . T. S. N . T. S. N . T. S. ' DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE HAlH � O BACKFlLL COMPACTI�N REQUIREMENTS 0 � BOULDERS GREATER Ti-IAN 18 INCHES TO BE REMOVED � fROM BACKFlLL AND DISPOSED OF OFF SITE. Road Surface Of Existing Ground � �' Backfill with suitabie Native Q Material Do not use any � — NO ROCK ALLOwED GREA'1ER THAN 6 INCHES Rocks reater than 6" O � / PLUG AND CAP —...._,� —� — U � /\//�\'��//� � /,/\/ \�/\�/\�/�;�/���%��%��/ �\��\���\���\/� /.��/�/c� i2° /�. �:• ��� \�\ \ �`•. � . � / \ /\ i — \ - SEE SPECIFlCA110NS FOR � �� / • •/'� /% , � ^ COMPAC110N REQUIREMENTS �� �%��\ \��� //� > ' . � • D VARIES y�OQ /��/j�' TRENCH BACKFlLL </�� ��� L � > � P+ %j� / 3 0 � � � ���� �� � FINISH ROAD c� i 2" ��' �����\ /� GR ADE � %j� ��/\�, �� � � �` � � BACK FlLL & COMPACT <.�, . �—.' s f„�,< . ,: ,,,� .. :, � NO ROCK ALLOWED " , /� TO SPECIFICATIONS GREAIER THAF! 6 INCHES � " BEDDING ZONE BACKFILL WITH APPROVED � j��j ; SEE BELOW SUITABLE ONSITE MATERIAL � ���\� "' %� O R 3 4" S C R E E N E D R O C K . '''� PIPE SUBGRADE. STABILIZA110N :\�/�.; ' ' '` ' ' f\< / MATERIAL IF REQUIRED ---`' `/;�`%�}�%��%��/�� �� 4° Pvc ` Revisions : COMPACTED BEDDING WARNING 11 - 17- 06 PEC SUBMITTAL – � TAPE 12-20- 06 DRB SUBMITTAL 01 - 16 - 07 PRICING TRENCH ZONES - PROVIDE 6 " OF 3/4" � 02- 07- 07 FINAL DRB MARKiNC rAPE ro ee ROADBASE OR 3/4" PLACED 24 ABOVE (2) 22-1/2' ELBOWS " � ' SCREENED ROCK OR ' ' 02- 20- 07 60% PRICING PIPE OR ANY � � OR 45' BEND ' 02- 26 - 07 CIVI� SUBMITTAL PROTRUSION � ' '.. � -4 ,�' � `' � BELL TYPE PLUG �n SCREENED ON – SITE 1 - 1 /2" �3- 20- 07 90% CD SET �.. . . ..: : , . � ., • ` . � � MINUS MATERIAL AS C� • : � � :� . �.:.. :. ... . .. : . . .. . ,. . � , : .� :.: � :. •. .: , . . . ... ,.. . . . :,• , • . ... . � . -. . .. . . .. �.; . ..: , • ', , ... . .. , .. • .. NMERE REQUIRED , , . .. , , ., . 6° APPROVED BY ENGINEER. 04- 05- 07 TOV RESPONSE -. . . ._ - . . . ; , . . _ ;, :; , � '• s 04- 11 - 07 BUILDING PERMIT � ` Select Fill 06- 06 - 07 PERMIT SET' . . , ' Y. . . . � y . � , � s ( . . . . �. . '. : . . � . .! ' . q . � • � . ... , �:. ; .:.� . , . n .. . . ' . • . . � . , � • . F . . . J �a . . . � . � „ . . . . : r . ! • ' . ' : .. . . . . a:. '� • , .. . : .� . � . . .. . . v v . : : '. ` . . ' •�.• ,:•}'. .•.:� :'1..� .. '(.' ,� i . ' �. � �. .�../ 4.� � ' ' ' n 40 9 RESUBMITTAL °� � . . . , . . .: _ . . .,. ; � : ,. . .: . ., , ;' .. s . , ) 16 " M . .. .. : . ,. . . . , :. . .: . . ,: eddin , . ` . , ; . , E�ECTRIC 2 Read Pipe B � �% � TRENCH BACKFlLL /�! � PHONE\CAN SDR- 35 PVC C NDUIT Section (Typical inimum \'�\� \/��%/�� °� �'0W i ( 1 ) 4'° SDR- 35 PVC �j o;��:o•, �:. :• , : . .: >� . :::.:. : :: _ • . :. .: .o.:o y�\// — ... . .: .. . .. . .. . .: . . ._. . .: . ,: •::: � <: . ' :, _ . . . . CONDUIT EACH The Gas Llne to be trenched by �� . Op ., �/� . . , , .. . : . . � . . . � � � p , . . _ � . 6 MIN . SEPARATION BETWEEN Gas Com an Contractor �/��/ : ° . ' . . � �. :. :. . . . .: .. . . . . . ..: gy\\i r � ,.. ... , : . ..:, ., , : ; �. _ . : . : . , : P Y . . .: : . �� . . . . . .. . / . . . : . . :. : . _:,, . ;. . , �. . . . . � .. .' •: � . ' _ ; ° : .::. . .._ . . � .. . � . : COMPAC7ED BmDING •�\: , : . ,_. ':.� . :. . .; :: :;..: �:.:: :: :: .. `° : .. .: ��� ,. . .: .. :':: ., .. .�:. � .. � . . . . . . . E�EC. & CAT / HONE CONDUITS �:;.. : .. . . . ; . . :. ,.. . • . . .: :o ... . ,, . ., � . . :, �.. :: � ,, ._ �� . ' : .: :' .;;:. . :. , ..., .. :. . . .. : . . V P MATERIAL /��` . . . O. o . . . � � — . :.` . . .� . .. • .: : . .. . . •:. . . .... . . ; � � � . WYE WITH `45 ELB�. , �,.� \/� : ,�? Q. , �/� (ALL BEII_ FITt1NGS ' . \�. . . .:.�.. . , . . � j� BEDDING SEWER L1NE. SEE C� . `� . . • ��� = 0. �.� . � , �/�� ZONE PLAN FOR SIZE � . � .^� • . � �� , �//� � ` � UNDISTUR�ED �� • !'. ���\ �� �� t �� �� Y: . � : � \ �/ � • . ; ;* ` ��" soi� \��\% ooa :. ; °�, c� " . . . . �� � �/j �•., a ,�ar �i //% ��//,��/��Y/�%i;% Y//�% �/i �.*�,�� •.. . . ..�� «, � ��� PIPE SUB-C�2ADE s� 6� 1 /4 OU7'SIDE DIAMETER MIN. MIPI. 6` MIN. PIPE �EDDING ZONE Drawing Title: N . T. S. N . T. S. N . T. S. N . T. S. N . T. S. PIPE PLASTIC P�LYETHYLENE � TAPE TUBE P�ASTIC POLYETHYLENE Date : NoV. �6 , 2 � � 6 POLYETHY�ENE TAPE TUBE TUBE PIPE PIPE T ❑ BE USED ❑ N WATER SERVICE _ _ � _ _ _ _ Project No : 23270 . 00 � � FIELD INSTALLATION — POLYETHYLENE WRAP - - - - - - - - - - - [ Drawn by: JECI STEP 1 - PLACE TUBE OF POLYETHYLENE MATERIAL OPd PIPE PRIOR TO LOWERING IT INTO PLACE STEP 3 EXERCISE CARE TD PREVEiJT PENETRATI❑N STEP 2 - PULL 7HE TUBE OVER TNE LENGlH OF 'f}!E PIPE. TAPE 7UBE TO PIPE AT JOINT. FOLD Checked by: JEC , KAK T P T (� � OF PE WRAP WITH GRAVEL, ROCKS, ETC, MATERIAL AROUND 1HE ADJACENT SPIGOT EfdD AND WRAP 1MTH TAPE TO HOLD THE PLASTIC iUBE IN PLACE. — STEP 3 - OVERLAP FlRST TUBE WITH ADJACENT TUBE AND SECURE NhlH PLASTIC ADHESIVE TAPE. Sheet: THE POLYE111YLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOO5E. EXCESS MATERIAL SHALL BE NEATLY DRAWN UP AROUND THE PIPE BARREL., FOLDED ON TOP OF PIPE AND TAPED IN PLACE. N . T_ S. Q 2007 RDA [3 � "�' EL4� P' iVll� � "T VA I L �� � L RA � � RESO1tT DESIGN ' . f1SSOCIATES e ' TC�iA/1�1 � �/Alle G�RlE�►1_ 1��� , , ,. , �W� �� � � � � �� � � � � � � 1 . Obtain a Public Way permit from the Town of Vail Department of Public Works, (97a) 479-2158. Obtain all required building pertnits through the Town of Vail Department of , ; , ' . " ', ,��, RO SROADS = _ _ Communify Development, 75 S. Frontage Road, Vail, CO3 81657. ' ;, ` _ ° ', � _ , - � 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain ond pay for contractor's license at the Town of Vail Department of Community Development, - ���D • ° ° = 75 S. Frontage Road, Vail � CO 81657. ,. � 0� ��� � , E � .�i � NEER � NCi � NC . 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to commencement of construction. ' ' EnwnROS�w���c�� • 818�ox s� ,- � _ '� �W�� e 970 926-5373 • FAX 926-3390 • "� 4. The public and the Town of Vaii will have the right occupy the public Right of Way and adjacent facilities during the entire period of construction. Perform site work operations ' - D � to minirnize conflicts and to facilitate use of the premises and conduct of normal operations. �" ARCHITECTURE , 5. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town of Vail Code, Development � P LA N N � N G Standards Handbook, Construction Details and applicable state and federai regulations. Where there is conflict between these plans and the specifications, or applicable standards, > � ' ' the most restrictive standard shall appiy. All work shall be inspected and approved by the Town of Vail. ; ' p �a�R� � � NTER � � R DESIGN 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. • C �� �JCII"1 Francisco ��� 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Town of Vail, as beneficiary of said engineers work, for any , � � fflCe errors and omissions contoined in these plans, and approval of these plans by the Town of Vail Engineer shall not relieve the engmeer who has prepared these plans of all such ' , t� 625 Market Stt'eet, 14th responsibllity. Further, to the extent permitted by law, the engmeer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from and �i FIOOr agoinst all liabilities which may arise from any errors and omissions contained m these plans. � �+Q(�£ � San Francisco, CA 8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local utility entities standards and ' C�►�'�C ' S� �� AR 94105 specifications current at the date of approval of the plans by the Town of Vail . ` ! , ` � Tel : 415. 392. 4433 K 9. The type, size, location and number of oll known underground utilities ore approximate when shown on the drawings. It shali be the responsibility of the contractor to verify the , : ; ' ; ' �' � ' ' � '_' � ' � � Fax • 41 5 392 4454 existence and location of all underground utilities along the route of the work before commencing new construction. The contractor shail be responsible for unknown underground �� " � . � �� . � � LOUISVI � � G � fflC (� utilities. ` �� �.�1V"°��; � 357 . Blvd. ��.�_ � . �� � �, f . . . . . . . . ^ :;; ' y , . . , . . -�� � t � � � , yf a r '� .+ Ss t =� ::'�f ! -� �£4 �i � - . . , , � 'rr *rT `, ?� � = S McCaslin 10. These drawings represent only the approximate location of utdities and are mcluded only for the convenience of the contractor. Contractor shail be responsible for locating all �� � � � �� � � �� �� � � � � '�'�'x"`'��'��• Suite 200 ' "��a� Louisville, CO 80027 utilities, pipes and structures. Contact utility notification center of Colorodo (800)-922-19$7 to locate underground facilities. Contact Town of Vail for additional locates (970) ' , "�'� �.�:. .:. - �4fd�y�$43 ,. 479-2158. Contact Ea91e River Water and Sanitation District for additional locates (970)-476-7480 ext. 114. Utility locates to be performed at least 72 hours prior to any �� ,.;, ; � ..: ;; ' , � �,_., �r: Tel : 303. 449 . 4433 construction activity. Contractor shall ensure that work preformed in the proximity to utilities shall be according to the requirements of the requirements of these agencies. ,; , , . °• _. ;.: ' ;; , ,, fi , t} 3�k�� ��, Fax : 303. 926 . 5233 The confractor shali notify the owner's representative of any existing utilities which may interfere with the proposed work prior to construction. The contractor shall repair all �����$J" ��"�'" : . . ° :; ; , • .. I ,,;: '��� - x,�a���, � E LQ[}. ' existing utilities to remain which are damaged during construction at no additional cost to the owner. ���� iQQ �" ��,Eg� -i- �AI � AVOCI Office , , � � .�. � � ,5 ; , , E ; ' ; 30 W. Benchmark Suite 11 . The contract�r shall coordinate and cooperate with the Town of Vail, ond all utility cornpanies involved, assuring that the work is accomplished in a timely fashion and with a � � � � , , �� minimum disruption of service. The contractor shall be responsible for contacting, in advance, all par4ies affected by any disruption of any utility service as well as the utility ' ' Yi r � � �� .��, ,.:;• � � � . componies. 22 � ' ' Avon , CO 81620 : , . . . . , .. .. . . . , Tel : 970 . 949 . 0899 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if any water is discharged into a storm �� Fqx: 970 . 949 . 0933 sewer, channel, irrigation ditch or any waters of the United States. PROJECT S) TE pp y g ( p WILLOW ROAD infoC�ResortDesign . com 13. The contractor shall submit for a roval and com I with all terms and condtfions of the Colorado Permit for Storm Water Dischar e Contact Colorado De artmenf of Health, www . ReSOrtDeSign . COm Water Quality Control Division, at (303) 692- 3590� Q$ the Town of Vail Storm Water Discharge Permit (Contact 970-479-2333) whichever is deemed necessory, the Storm Water Management Plan, and the Erosion Control Plan. 14. Contractor shall provide and maintain approved erosion and sediment control °best managemenf practices" (BMP) for the project duration. Contractor shall inspect BMP's weekly 1 . The Contractor shall conform to ali Town of Vail rules, regulations and stipulations while accessing through or working in the Town. and after every precipitation event. Contractor shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed frorn a bmp when the sediment level reaches one half the bmp heights or, at any time that the bmp functionolity is adversely impacted. All necessary maintenance and repair shall be 2, Alpine Engineering Inc., Town of Vaii Engineering and the Owner's representative are to be notified by the Contractor at least 48 hours prior to any construction. completed within 48 hours of iden4ification, unless otherwise agreed upon. 15. The 7own of Vail shall not be responsible for the maintenance of storm droinage facilities located on private property. Maintenance of on site drainuge facilities shall be the 3. Alpine Engineering, inc., assumes no responsibility for utility locations. it is the Contractor's responsibility to field verify the location of all utilities prior to responsibility of the privote owners. commencement of any construction . 16. The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this project as a result of groundwater seepage, whether 4. The Contractor shall take ail appropriate precuutions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of resulting from groundwoter flooding, structural damage or other damage. fertilizers or chemicals, etc. The Contractor shali have identified procedures for handling potential pollutants and have identified spill prevention and response � Q procedures prior to any activities � � 17. The contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street systern . Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Town of Vail construction inspector. 5. The Gontractor shall minimfze all off site so(I tracking. Ali soil tracked off site shall be immediately cleaned up to the satisfaction of the Owner and the Town of Vail . � � � � 18. The contractor shall notify the Town of Vail Construction Inspector (97�-479-2198) 72 hours prior to the start of any construction . If work is suspended for any period of 6. All excavating for roadway, retaining walls and droinage facilities and other trenches shall meet OSHA requirements. Q time ofter initial start-up, the contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension. Contractor shall notify the Town of Vail 72 �"S 0 hours prior to restaPt of consfruction. 7. The Owner's representative will designate staging areas. p � 19. The contractor shall notify the Town of Vail Environmentol Health Inspector (970-479-2333) at least 2 working days prior to the start of any earth disturbing activity, or 8• The Contractor shall obtain all permits necessary for construction. '�„�- construction on any and all public improvements. ^ 9. The Contractor shall keep a set of contract drawings marked up to fuliy indicate asbuilt conditions. The drawin9s shall be provided to Alpine Engineering, Inc. upon = 20. The Owner shail be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with the applicable standards and completion of this work. cj- � � speci�cations for all work within the Public Right- of-Way. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, � > the Owner shall be responsible for a re-design of the subject povement section. All final soils/pavemen4 design reports shall be prepared by a licensed Professional Engineer. 10. Sofety is the responsibility of the Contractor. The Engineer is not responsible for safety in , on or about Project Site. nor for compliance by the appropriate party with The final report shall be submitted to the Town of Vail Construction Inspector prior to placement of base and asphalt. any regulations relating thereto. 21 . Prior fo placement of H.B.P. or concrete within the public Right of Way a mechanical "proof roll° will be required. The entire subgrade and/or base material shall be rolled with 11 . Observations of the work in progress and on- site visits are not to be construed as a guarantee or warranty by the Engineer of the Contractor's contractual a heavily loaded vehicle having minimum single axie areight of at least 18,000 Ibs. Any subgrade/base section exhibiting excessive pumping or deformation as determined by the obligotions. construction inspector shall be reworked, replaced or modified to form a non-yielding surface. The Town of Vail Constnaction inspector shall be notified 24 hours prior to a "proof roll". 12. If any groundwater is encountered the Contractor shall contact Alpine Engineering, Inc. , and the project geotechnical engineer immediately. 22. The contractor shall fumish el�ctronic and hard copy reproducible As-Built record drawings showing horizontal and vertical locations and elevations of constructed improvements 13. llie Contractor shall maintain traffic at all times to the satisfaction of the Owner and the Town of Vail. The Contractor shall minimize traffic disruptio�s and provide including all utilities, and drainage appurtences prior to acceptance of the proJect. adequate safety precautions and signage to ensure public safety. 23. The contractor shall video camera (N) all ins4alled public storm sewer pipe prior to final paving and/ or other final surface treatments are completed. A copy of the video 14. The Contractor shail protect and preserve oll trees, bushes, shrubs, and ground cover in a manner acceptable to the Owner. taping shall be provided to the Town of Vail for revieev and approval and record keeping. RBVISIOCIS : 15. The Contractor shail attend a mandatory preconstruction meeting with the Town of Vail Engineering Dept. and Alpine Engineering, Inc., prior to the start of 11 - 17- 06 PEC SUBMITTAL 24. The contractor shall be responsible for all aspecfs of safety - including, but not limited to, excavation , trenching, shoring, traffic control, and security. Refer to OSHA Pubiication construction. 12- 20- 06 DRB SUBMITTAL 2226, Excavating and Trenching. 16. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction as necessary to protect roads and property. 01 - 16 - 07 PRICING 25. The contractor shall submit and have approved o Construction Tra�c Control Plan, in accordonce with the MUTCD (Manual of Uniform Traffic Control Devices), to the Town of 02- 07- 07 FINAL DRB Vail Construction inspector, prior to any construction activities within, or affecting, the Right-of-Way. The contractor shall be responsible for providing any and all traffic control 02- 20- 07 60% PRICING devices as may be required by the construction activities. �2- 26 - 07 CIVIL SUBMITTAL 26. The contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging pipn, schedule and phasing plan prior to the start of 03- 20- 07 90% CD SET construction . 04- 05- 07 TOV RESPONSE 27. Construction sifes and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding areas clear of trash and debris. Any 04- 11 - 07 BUILDING PERMIT construction debris or mud dropped into manholes, pipes, .or tracked onto existing roadways shall be removed imrnediately by contractor. Contractor shall repair any excavations �6- 06 -07 PERMIT SET or pavement failures caused by canstruction within or in the vicinity of the limits of construction. The contractor sholl be responsible for damage due to construction at no RESUBMITTAL additional costs to owner. The contractor sholl remove oli sediment, mud, and construction debris that may accumulate in the flow lines, privote property, and public rights of ways of the town as a result of this construction project. Removal shall be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of the construction project. 28. Dimensions for layouf and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clari�cation, and annotate the dimension on the as-built record drawings. 29. The contractor shall have, onsite at all times, one (1 ) signed copy of the approved plans, one (1 ) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. �.. 30. If. during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shali contact �°" � ' tlp '> the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. ° � : G!� � y �" 31 . The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for the project as well as the basis of bearings. The ,� ���,�� � ° ^'' information shall be as follows: , �� Benchmarks - Town of Vail Survey Control Basis of Elevation: SEVdER MANHOLE 0820 K;���, �- . ,,.•• l��� ; INV. E�V: 8140.2 �� 4*�1l,"��w;�,, "�''° 1a FROM ERW&SD ASBUILTS LOCATED AT SW CORNER OF LOT 4 IN WILLOW PLACE. 32. Locate> protec4, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor's _ expense. Drawing Title : 33. The contractor shall be responsible for replacement of any existing materials that are damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no additionol cost to the Owner. 34. When an existing asphalt street must be cu2, the street mus4 be restored to a condition equal to or better thun its original condition. Patching shall be done in accordance with the Town of Vail Street Repair Sfandards. The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. 35. Upon completion of construction, the site shall be cleaned and restored to a conditio� equal to, or better than , that which existed before construction, or to the grades and condition as required by these pluns. 36. S4andard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these handicap ramps shall be in accordonce to ADA current standards. 37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of 4wo years from the date of a��ePta��e. Date : NOV. 06 , 20 �6 3�. The Contractor shall be solely and completely responsible for the conditions at ond adjucent to the job site, including safety of persons and property during performance of the _ wordc. The contractor shall provide lights, signs, barricades, flogmen , or other devices necessary to provide for public safety, pedestrian and vehicular occess as needed. This requirement shall apply continuously and not be limited to normal working hours. PC' O �@Ct NO : 2J27� . � 0 39 . The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and/or grade differences exist that may not have been known during design . Such conditions shall be immediately brought to the attention of the owner's representative for decision. The contractor shall ossume full A. Water 8c Sewer System ( Eagle River Water & Sanitation District ) /� . StgV@ Virostek ( Owner) / Triumph Development ( 301 ) 657- 1112 Drawn b : JEC responsibility for all necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. y Fred Haslee / ( 970 ) 476 - 7480 B . Resort Design Associates ( Architect ) / Mike Foster ( 3�3 ) -- 40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the newly installed storm drainage system. All drainage 44� ° �-�33 systems within the construction limits shall be maintained by the Contractor for the entire duration of the construction project. The contractor shall be responsible to mointoin f Cheeked b . JEC , KAK all drainage w�tn�� tne construction S�te ana ot�s�te drainage which �s directly affected by construction. B . Electric ( Holy Cross Energy, Inc. ) / Jeff Vroom ( 970) 947 - 5425 C. Alpine Engineering Inc . ( Civil } / Jason Cowles ( 970 ) 926 - 3373 y 41 . Contractor shall be responsible for maintaining the operation of 4he existing Town street lights within the project limits. The con4ractor may provide temporary street lighting ext . 238 COVER SHEET S�"� EE� 1 oF �J __ approved by Town of va�i, when existing street lights ar� �emov�d. C . Telephone ( Qwest) / Steve Waters ( 970 ) 513- 7189 D . Town of Vail Public Works / Tom Kassmel ( 970 ) 479 - 2235 P�AN AND PROFI �E SHEET 2 OF 5 Sheet: 42. Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless otherwise approved by the Town of vaie. E . HP Geotechnical ( Geotechnical ) / Dave Young ( 970) 945- 7988 PLi4N AND PROFILE SHEET 3 OF 5 D . Gas ( Excel Energy) / Kit Bogart ( 970 ) 262- 4024 F. KL& A , Inc . ( Structrural ) / Jake Hohmann ( 970) 667- 2426 P�AN AND PROFII F SHEET 4 OF 5 43. It is the responsibility of the contractor to protect and preserve all trees, bushes, shrubs and cover in a manner acceptable to the owner. All areas of Town of Vail Right-of- Wa� disturbed during construction shall be well graded to drain, covered with a minimum of 4-inches of top soil, fertilized, mulched and re-seeded according to the G. Beaudin Ganze ( Mechanical ) / Marc SaCCOnI ( 970 ) 949 - 6108 DETAILS SFiEET 5 OF 5 roW� of va�i S standard gPe��f�at�ans. E. CATV ( Comcast) / Brad Dorcas ( 970 ) 468- 2669 ext. 1100 44. Contractor shall maintain access to fire department hydrants and connections shall be rnaintained throughout construction unless otherwise approved by the Town of Vail Fire Department. C 2007 RDA ' H �Ft! 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SI# .. z� . .. � . � . . ... ... . . . . . .. .s+. ,. . _ � . � y: r , <,:� _ ,d� �,. {'�. ,,. ._ _ . . ., . , . . . # .r>, t ..,.,. , t ..,, ,. . . . . �. r . , . .- . . _< .. . . .. .. . ., , �. . . .� , � . <x, i � a �.. . . � . . . � . � , . . ..� ., ...._ . . . .+ ,. . . . _. . . .. :. �, � , . . .. E ... ,_ . ,t . ,... . _�. . 3�. .. , ..... . r �:._ ..+"+ . . . . . . ..,. , . . , ... . . . .. � .. _ . �.. _„ .. . , ...�..., �� . . ���. . , ,.,.. . , r .. �.. .., _... .. 4. 1 . . . . 3�,#_ . . .. .4 . .., _r,.F. . , . � . ,,. ,... . . �. . ,� , .., . , t . . ... i3 . r� .. , .. . . i . �. . .._. .r. . . , .: . .... . .._ #. .,. . ,: �i,:, . .... . . , , . .. . . , ..., . . .. 177. , , . :� .. # _z .. . . .....1 .. ,.,,. . , �, .. . . E ..7„_ t. . ..... � .�.., .�... � � I ,,,- ...-' . . . '/ ., .. . . _.._ . . t, :... r _.. _ . .. . . ,. : . . _�... . . . ,. . . I 3 } t . i . .. Re.. .. . r . . . . }. � . .: . _ . . � � . :.�,. . . 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PATTERN TO 2' CONCRETE Date : NOV. 06 , 2006 e , g .s2. o �` BE SPECIFIED BY T. O. V. DRAINAGE PAN - - REP�ACE EXISTING WITH 2 x3 INLE� ��, 2•0% s W/ D&L I-3386 FRAME & GRATE �1�2' ° ,,� � ' R�t�= s> s2s' f MI�L EXISIING ASPHALT � Project No : 23270 . 00 INV OUT (PROP. 18" W) =8149. 5' REPLACE WITN 6" HBP , , : „ . . , . ,. , 0 INV IN (EX 12" N)=8150.3 OVER 8" BASE COURSE ; , , - INV IN (PROP. 18" S)=8149.7' � � � f ; , $= Drawn by: � EC - _ � „ , . � �. � �, ; , . . , ' , , . � , ' , ` , � �. ��. , > .. , � � � � � ' -: -, s �- � .- ' Checked by. JEC , KAK COMPACT SUBGRADE TO 95� OF ' ' ��� � MODIFIED PROCTOR DENSITY 2" WEEP HOLES � Sheet : ' 0 , . ' ,, '. , ,, LOWPaINTS AND ON 10' ��+ 1 " TO 1 . 5" OF SAND BEDDING 6" OF HBP ASPHALT CENTERS. FILL WITH � 0 3/4" WASHED ROCK, � w � NOTES: OVER 8" CLASS 6 ABC AND COVER TOP WITH ( � � ONILL0IN R � AD TYPICAL SECTION M �RAF� , 4oN F� ��R a,� 1 . PAVER PAITERN TO BE SPECIFIED BY TOWN OF VAIL. 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McCaslin Blvd . � / e / Suite 200 ; ' �f`� � � � � L Tel vil I 3�03 4�9 . 44�3 � � \ Fax: 303. 926 . 5233 i ` ��, 8753. 8 � / Avon Office , ''�, 30 W. Benchmark Suite � MATCH EXISTING � � � �'° `� ars3a � �� '� �� � o � � � 220 EXISTING 5 STORM MH � � �.� =fF °,= CURB AND GUTTER i € a�, ,,= F", \ /� el �n � 9 0 949 . 0 99 WITH 2' GRATF �� a W ��s , � , � 3�� s ,,� � � \ � Fax : 970 . 949 . 0933 RIM =8154. 49 , ��'- �s ��, '� ,� ' � , �'""������ ;� a �s2. s { NV= 8148. 4-9 `��-3 � t ��°�€€fj' $ §� � �����,'t�p��E;;TM � , -F- . .i �` ° INSTAIl 5 DIAM. MANHOLE 9 k �° ;$"'�'' ' }f F � ��� ��i� ��� �;° s { �s ASSUMED TEE INTO. 36 " PIF' E \ / in o e5ort esi n . com �� s� ., � �� �s� , ��� , �����+�� � ��� �� ��, r e f , ° ,,, „ p www. ResortDesi n . com � ��5��,���,�_ �". 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' . . ... , '.. � GROUT RESORT DESIGN ,. 1 " 1 " � . ., , � _. _ . ����� ADJUST TO REQUIRED GRADE WITH A MAXIMUM , . � , , = 1' " '� � : OF SIX 2" THICK REINFORCED CONCRETE GRADING 2 X 3 � BOX . _,..,.�..�:.,.-�.� io ^ � with 18 SUMP ' pUMMY GROOVE JOINT, CURB dt WTIER O 5' o.c. � � RINGS SET IN NON - SHRINK GROUT �t�ICa�� �, E�'ENOTES:��'�� '�'��}r•,�,, CONTRACTION JOINTS ~ , „ PRECAST REINFORCED CONCRETE MH � ,� ..a, � � - INSIDE LIP TO BE MAX CONE, OR SLAB TOP IF REQUIRED (REFER � 1 . PROVIDE 6 " OF �� � `�° � SEE TABLE FOR ,�-�°°�,�,,�m�."�w� �,,.��a.�,,, �,, �,�� '"`"""`"°�,,�'"""°°t,,��""°"`°°"����� MW�* PWRED ,KNNT � /a" PRE-MOLDED � HIGHER THAN TO SLAB TOP DETAIL) � A S S � C I 1� T E S �� COMPACTED <� " REINFORCEMENT , � �A� JOINT FlLLER °' a� SPECS � 1 • CONCRETE TO HAVE 4.000 PSI CaVIPRESSIVE STENGTH O 28 DAYS. �•<w ��C!.,, , WRg & ��� ql OUTSIDE LIP � � CLASS 6 ROAD � 2 ADD 1 .5 LBS OF FlBER MESH REINFORCEMENT PER CUBIC YARD OF CONCRETE. � N 9 " INSTALL � " DIAMETER RUB�R- NEK JOINT GASKET � " 2¢" 6 " �' e � BASE BEDDING �` ,��s. PROw�E s" oF coMPac�� c�+ss s Ro,n� ensE e�ro�iNC AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT SECTION X - X � �,, � N . T. S. ��,� �,� ,,,� � � �k..�.�• . LIFT HOLES ON INTERIOR, INSTALL 1 1 /2" DIA. �. ' 2, COPAPACT �� VARIES RUB'R-NEK ON MANHOLES LARGER THAN 48° ��p �� �� � � SUBGRADE TO � � 2 � �0 �� ��T� �� � 95% MODIFIED �, EXPANSION JOINT PROCTOR DENSITY� N . T. S. EXPAfVSION JOINTS = „ � - _ _ �� yr? � o z 6 TYP �� B A R R E L P E Ri ASOT M E C 4 7 8 W I T H S T E P SHOLE _ _ - �Rm� «�, ; ; � _ � ...,,,,,..._,��°� . .n,� .,.{� � W � � F L O W L I N E F O R F L O W A C R O S S P A N VARIES PER PLAN 6 J > „ � _ � � o �. 5" MIN �� � � '� ENGINEERING INC CONTRACTION JOINT � Q � FORM FLOWLINE � Z mwnRns Bu nESS c�� • P.O. BOX 97 3 � z o �� TO MATCH �RATE � eowa3�us, ca 81832 0 6» 1 .25 CULVERT OUTSIDE °° - 4' - 0" DIA MANHOLE DIMENSIONS � � � • 970 928-33/3 • FAX 928-3390 • DIA. MIN. p _``' AL MANHOLE STEPS PIPE DIMENSIONS ''� 2' PAN z sE GRADING PLAN FOR � � _`y W/ BITUMINOUS OR 15" - 24" DIAMETER = 4' - 0" � ARCHITECTURE , ; ' � � � : �� � � �� � sPiu cuRe �ocnnoNS �ENCH encKFl�..� � PLASTIC COATED � 27" - 36" DIAMETER = 5' - 0" � - - - 1 - - - _ , . ,�,, .,�,_„ ° MA INDUSTRIES 42" - 48" DIAMETER = 6' - 0" � P LAN N I N G , s^ � ,. N � OR EQUAL 54" - 60" DIAMETER = 7' - 0" � INTERIOR DESIGN � � _ � �--o : � X X , °� 9 � �, Ro oB se ` ' , San Francisco SPI �L CURB 4,.,�'``"`�,..,�"� ,;, eEOO�NC Office � � s��, ' ZONE 625 Market Street, 14th 3 VARIES PER PLAN 6" UNDISTURBm �� � ` FIOOt" soi� TH , NON - SHRINK GROUT 2' X 3' PRECAST BOX San Francisco , CA " ' AROUND PIPE AT KNOCKOUT I.00Al10NS , ` ,, , . � � PROVIDE HIGH STRENG � ; � 0 � , �� , . ,;.,. � , � � � � � 9 4105 8� _''------- 6» suecRAOE/� ; , � - - `' o q Tel : 415 . 392. 4433 � o.�., � Fax: 415 . 392. 4454 ""'.------�_.. s" MIN "' PIPE PIPE EXPANSION JOINT CONTRACTION JOINT � FORM FLOWLINE in FOR CROSSPANS ? s„ CULVERI' BEDDING DE�AIL TO MATCH GRATE � Z Louisville Office LONGER THAN 36' `t 357 S. McCaslin Blvd . GUTfER APRON SHALL BE 10" FLOWLINE ON UNIFORM GRADE �,�,,._ I � � Suite 20Q THICK AND HAVE SAME REIN - BETWEEN RADIAL POINTS ,��.�...,,,,•��°�a�^°�""°�:�°""""��"`"' "`'�.°�y 2' PAN _ FORCEMENT AS CROSSPAN ,p•�' °� " w �- Louisvilie, CO 80027 � ` � ��ry'� SEE SPECIFlCATiONS ,� Tel : 303. 449 . 4433 + '� ^� g <�-"m�"� FOR COMPACTION `' L VIE CATCH CUR� �_� � � Fax: 303 . 926 . 5233 �r°� NOTES: �a' REWIREMENTS TRENCH BACKF1LL � A vo n O f f i c e 1 . BACKRLL, SEE DETAIL OF CU7/FILL SLOPE „,0°` PAN YdIRE MESH REPLACE WITH REBAR 2. SLOPE AT 1 " PER FOOT 8" MIN ° 6" 24" 6" � 30 W. Benchmark Suite �ENGTH CAU..ED FOR HAVING END AREA OF 3. PAVEMENT, SEE TYPICAL PAVEMENT SEC110NS ��� � 22� 4. PROVIDE CONTRACTION JOINTS 10 O.C. MAXIMUM ' " 5. PROVIDE EXPANSION JOINTS 100' O.C. MAXIMUM �"'� � AVOfi , C� 81 C72fl 36 6 x 6 - 4, 4 0. 10 Sq. In. Per Ft. ( #4 � 18 E. W. ) 'TM^� ,.„� 6. SLOPE AT t/2" PER F00T �° , �;,. - BEDDING ZONE SEE T@I : 970. 949 . 0899 46 ' 6 x fi - 2, 2 0. 13 Sq. In. Per Ft. ( #4 � 18" E. W.) 7. CONCRETE TO HAVE 4,000 PSI COMPRESSIVE STENGTH O 28 DAYS �""`°"""�� ' '`' ABO� MIN 12" $» BASE PRE- CAST MANHOLE BASE AND Fax : 970. 949 . 0933 , „ 8. ADD 1 .5 LBS OF FlBER MESH REINFORCEMENT PER CUBIC YARD OF CONCRET� PIPE SUBGRADE, I. � 64 6 x 6 - 0, 0 0.20 Sq. In . Per Ft. (#4 � 12 E. W. ) 9. PROVIDE 6° OF COMPAClED CLASS 6 ROAD BASE BEDDING � STABIL1ZA110N COMPACTED 3/4 FIRST BARREL SECTION CAST 84' Two 6x6 - 2, 2 0.26 Sq. In . Per Ft. (#4 � 9" E.W. ) 10. COMPACT SUBGRADE TO 95% MODIFIED PROCTOR DENSITY � t�n'rERin� iF SCREENED ROCK M�N MONOLITHIC PER ASTM - C478 infoC�ResortDesign . com N . T. S. N . T. S. `�°� �'°°� N . T. S. REQUIRED E� c� Zo E N . T. S. N . T. S. www. ResortDesign . com A 4' COIVCRE°fE CR��SF'AN C � 11R � AND C�IJTT'� R E �l1LV� RT � � DDIN � � �1'C) RIVi IVIANF-� C� LE � PAN TRANSiTI �N Al' INLET - - - - � � N EEN AH R - 3357 - A �..a-----1 3„ � i i � � � � o FRA E A D GRATE 2 3�4 N ;� MH FRAME AND C�VER RING AND COVER- SET TO � � s � � � � � D & L A- 1046 OR EQUIV. PARALLEL FINISHED SURFACE � � � � - - _ _ _ 1 . CATCH BASINS ARE NON- SHRINK ADJUST TO REQUIRED GRADE WITH A O DESIGNED TO MEET ASTM GROUT MAXIMUM OF ONE- 2" THICK REINFORCED y - C858 WITH AASHTO HS-20 CONC. GRADE RINGS SET IN NON - �s ARE pESicNm ro MEEr � O � � � � LOADING. s x SHRINK GROUT as� c+�a vn� AnsHro ws-2o = U JOINT DETAIL 6 TYP . 3 - 0 N a LOADING. , „ 2. OPENINGS MAY BE LOCATED `� � 2' AMCOR PRECAST ECCENTRIC CONE 2. OPENINGS MAY BE PLACED AS S _ RO SER 4 - � ___ AS REQUIRED. r � � � � REQUIRED. � , � o � - g INSTALL 1 DIAMETER RUB R- NEK 3. ALL HARDWARE MAY BE CAST LIFIING INSERTS � � I MAX 9" (OR EQUAL) JOINT GASKET AND GROUT IN AS REQUIRE0. � (2)PER SEC110N '.� P L A N V I E W 3. C H E C K H A R D W A R E S E C 1 l O N N JOINTS INSIDE AND OUTSIDE, GROUT LIFT � � FOR OPTIONAL � HOLES ON INTERIOR, INSTALL 1 1 /2 � _ ACCESSORIES. o 0 0 o m . DIAMETER RUB'R- NEK ON MANHOLES RMG dc 9 � SEE JOINT _ _ _ _ _ _ _ _ � 4. INSTALL 18" SUMP ON ALL � LARGER THAN 48° C�� � ASCREQ,p ENING e.'1� � y �, - - - DETAIL - W Wm INLETS � ° o � ' � ADD PRECAST RISERS „ � AMCOR PRECAST BOX BASE LID OR EQUIV. �s -� � � � QQ � . � � � � 4: 1 �`' Q AS NECESSARY OR MIN . I. D . 48 or I I _ _ .� 5. ALL GRATES NflTHIN R. O. W. -.- AS FOUND • _ _ _ _ _ - TO BE BICYCLE FRIENDLY. � 4. 1 � I�D REINFORCED CAST- z FLAT TOP - IN -PLACE CONCRETE � � -I I- TO NEEDED HEIGHT 6» � . � LIFI"ING o� Q � , � � �- � ALL MANHOLE STEPS R��R R@VISIOCIS : ��° �, I RI SER TS � ( o � WITH BITUMINOUS OR ' �. 12-20- 06 DRB SUBMITTAL 11 - 17- 06 PEC SUBMITTAL - - - - m � m P�ASTIC COATED 16.�. C. �o� I N 2T I .-� x FLOW RISER � � - � Q MA INDUSTRIES � �o � 01 -16 - 07 PRICING � g ` OR EQUAL �c ' \ 02- 07- 07 FINAL DRB � I I � � � � � . ` ` II ( I ° � o � � # � I w 02- 20-07 60� PRICING 4at12 i I I i � N I I I I `r HAND SHAPE AS °�-° BASE � 03- 20- 07 90% CD S ET TAL a' ,P, � ( I � I I I I NECESSARY AROUND PIPE ; � / � 4.8 '� � ,e,� � �LE � 04- 05- 07 TOV RESPONSE � I I TO PROVIDE DRAINAGE � i ` # 4 U at 12 GASKET MATERIAL � �: �_=_� o � � ° All bases GROOVE SLA� TOP 04- 11 - 07 BUILDING PERMIT - _ _ _ � " , 06- 06- 07 PERMIT SET y � �- ' . ° � MIN 12" COMPACTED 3/4"� # 4 ot 12" RESUBMITTAL �s SCREENED ROCK '�`- � 1 '- 10» 1 '- 10" � PIPE O. D. + 6 INCHES 6 MIN 6„ z'- o'• sy 9 1 �2� z'- o° 9 � /2° aECT60N B - LEFT SIDE VIEW SECTIO A - A � �. , . ., . ., • RISER � I � , » _ �_ �, � �,� . ,, F � � 1� �� �"� BAS � N Scale. 1 3 0 i � �,` �, �' HEIGHT CODE WEIGHT �o� .� CB23 GENERA� NOTE "�' ��'��� �` ' � , -y '° WT. 3, 740# 1 ' GB231R 930# : --� 2' CB232R 1 ,860# 1 . ALL CONCRETE WORK SHALL COMPLY WITH LATEST ° , �� N . T. S. 3' C6233R 2, 790� SCALE: 1 " = 3' ACI - 318 SPECIFICATIONS N . T. S . �,"`•., b•'`p�,,�° ``��,,� w• •. �. •�•;�'� 7 7 � � 7 '���4 Drawing Title : RIM ELEVATION , STATION AND OFFSET POINT � LLOW R � eo► D STREET 1 . CURB INLET SIZES VARY. REFER TO PI.AN FOR INLET SIZES AND INVERT S11� EETSCAPE FLAP FOLDS OVER INFORMATION. THE FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL TO ENCLOSE GRATE vo-cR0 PAVEMENT RCP PRIOR TO THE INSTALLATION OF CURB INLETS. DE1'AILS _ _ _ _ CLOSURE UP OF PAN/EGDE OF ASPHALT � 2'x3' SLA6 TOP OPENING Gtt,47E � 5�,; ,, !,� s,�, ,,,4 ,4 �,,,;,f,�,;;, FOR FRAME & GRATE 2. CURB INLET SIZES INDICATED ARE INSIDE OF BOX DIMENSIONS. ;;�>� ��;�:;k>F; � , ' � �1 �' � " S�AB TOP FOR DANDY BAG � ` ' " ° ' -�-20�� VERSIZE CURB INLETS 3. ALL CURB WLETS OTHER THAN THE 2'x3' CURB INLET WILL REQUIRE A SLAB TOP C� O OO INSTALLAl10N AND MAIN'fENANCE GUIDELINES a , (SLAB THICKNESS VARIES, CURB FLOWLINE • , �: ' ° ` ' ` WITH THE APPROPRIATE SIZE OPENING TO ACCOMODATE A CASTINES, INC., FRAME uFnNG ; � SEE SHOP DRAWINGS} . KM '• � "' ' STRSPS DANDY BAGQO Installation: The empty Dundy Bag should be piaced over the grata as tne { �; AND GRATE IFG- 3246- � OR APPROVED EQUAL. Date: NDU. � � y 20 �6 grota stands on end. If using optionai oil absorbents; place absorbent p11ow < ^ / / � Y . A, OOOO �illowuto tethere b�ottoTuc�kbthe e dosuredeQOfinsdeuto comttetel � encloset , . 3.00' ' .` - - - - - � ; 2.00' " ' ' WALL THICKNESS VARIES 4. KNOCKOUTS SHALL BE PROVIDED ON ALL SIDES OF CURB INLETS WHERE CULVERT 0 0 0 0 P P� P P y ` ' ;`�; OPENINGS ARE NOT PREFABRICATED. the grate. Holding the liftiog devices (do not rely on lifting devices to • INLET HEIGHT TO BE ADJUSTED RCP � : � Pro ject No : 23270 . 0 � 57,4w�Att� F,46RIC support the entire weight of the grate), place the grate into its frame. �" : " , , . L URB INLETS SHALL BE DESIGNED ACCORDING TO ASTM C857- 87 AND ASTM is nrv oRaNCE TO ACCOMODATE SLAB TOP 5 AL C O � 0 �'a� Maintenance: Remove all accumulated sediment and debris from surface and R P 4_� � RC� � � C$58- 83. CURB INLETS SHALL ALSO BE DESIGNED FOR AASHTO HS- 20 LOADING - lAONOFlLIMENT vicinity of unit after each storm avent. Remove sediment that has BACK OF CURB INCLUDING THOSE INLETS WHICH REQUIRE SLAB TOPS. accumulated within the containment aroa of the Dandy Bog ag �e�,�a. �f Drawn by: JEC �A� DANDY BAG� using optional oil absorbent� remove and replace obsorbent pillow when near � ` ' '``` � '�•p�� SLAB TOP 6. THE CULVERT CENTERLINES ARE AUGNED WITH THE MID-POINT OF THE INSIDE saturat�on. . . LANDSCAPED AREA '' FACE OF WLET. � -a C , i . ., . � . .. . . . . . . . „ r . . � " tl . * ; :' a . '. t . . '. . . . ,. �� . . . . . � �. A 7. THE INSIDE FACE OF CURB INLETS ARE AUGNED WITH THE UP OF PAN IN ALL Checked by: JEC , KAK SECTIOiV A -A � EXAMP � E ❑ VERSIZE CURB INLET - PLAN VIEW casES, i. E. , OVERSIZED INLETS ARE SET BACK FROM ROAD. Sh eet : N . T. S. N . T. S. � O � � K DAIV �Y �A� L 3' x3 ' IN �E1" V�l/ 2 ' x3 ' VA �LEY GRAI"E IN S �A � TOP LID o Zao� RoA � \ ti. � ' { 5 ! � F` t„'+�n ' . . � J r � ti q � �, ', � . t "�K ��Y.�'a � � � . . Y �P'. SX�ryr 1T . �" 3.� �y� t � f ) � ' ..�,,�,. �; r v.tr7�,r �^ �x"i 'oy �i�`�` ( .. ry�� � � �3 E �l° E !. C) F 11d1 E t� 1' z ��t 1 i a�. � r � ...... �..�� � F''�[• C } ';e , i .._ .�_"' �� --�.-.r 7.�2+�� � � ._ . , .�. 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' . .. �- � . . � 5 . � � O � ,� � � �� - - � � _ , ' � _ , � , , , _ � , k��;�^�� � � , �.. � � .� � ` '�:� t � t�� �-. : � ,. Q �7 . � _ , � _ ' , - , _ � � a � . .. ", �r .� � ' ' ` ,r� ' . m, k, i . , � . .� . r . . . ;�, , , �.�rtl has,a. . . . . . ' � �' � � , � �.._ , s � � �., � �;, ��..,� � „ -� �" � 2 � �/� � � � � � I . Fi�r-izontal and vert �cal base information provided by Engineers . � TY . IG�Y BC� Tf�1� IGr�4L. N�4ME C:C� h�IN[Ol�l 1�l�MC G�ntractor shall verify existin9 Gonditionsprior to final installation . T ��5 S PP �'icea Pungens Gol�arado 5pruce 8 ' ht B � B Proposed Aspen R�SORT n�SIGN 2 . The ext�n� of existin under round utilities is not known . Gantractor , shail field -verif exis in r des , utifities and conditions, and notif 2 PP Picea Pun ens Golorado 5 ruce 14 ht B � B � � � y 3 PP Picea Pun�ens Golorado 5�ruce 12 ` ht B � B aSPEN SIZING the Landsca e �.rchitec of any disGrepancies before startinc� work, prior to installation . � , , PP Picea F'un ens Go l orado 5 ruce f 4 ht i3 � B making modi IGAtIOn� GIS dfC"4G �PC� I�y LAI'id5G�p2 �tt^GI'1f�eGt . G0�1t1^AGtOC' p I PP Picea �'un ens Golorc�do 5 ruce 16 ' ht B � B 3" cal B� B Goncre�e �avers wil ! be re uired to Gomp lete the work of this roj'ect accordin to the I� �. p 9 D PP Picea Pun ens Golorado �a ruce IS ' ht S � �3 proposed drawings, details and specifications . If confCicts arise in the 2P,� PT Po ulus tremu { oides �s en � 3 " cal 8 � 8 field, c.ontac� Landsc.cape �rGhitect for re�olution . Gontractor shall � � p � 4 " cal B � B ASSOC � ATEs take r�esponsibility frar cany �osts incurred due to damage of said ut� ifities . �� " " 4" cal B� B 1'�destrianlVehicular 3 . These drawings do not s�ecify safety materials or eq,uipmer�t, methods �� u�� • or seq,uencing ta prate� �ersons and property . it shali be the ��,e��d yy�� � eontrac.tar 's sole respons �bility to direct and impfement safety oper°ations 40 ,4,� ?�melanchier a {nifolia 5erviceberr� 5 gal 5 ' oc and procedures to protect the Owner, Landscape ?.rchitect, sub�ontractors, 14 GL Gotoneaster Lucidus Peking Gotoneaster 5 gal 4 ' oc ��`���� 5ton� INall the public and others . � p GS Garnus 5tolonifera `Ba ► 1e� i ' I7ogwood , Bailey Redtwig 5 �a1 �F ' oe Proposed 5pruce I I L I L o n i c e r a I n v o l u c r a t a H o n e s u c k l e , T w i n b e r r 5 a l 5 ' o c � ,,, �� f 4 . If confliets arise between size of areas and plans, Gontractor is to y � � Pool Fence � ' �u � � � ,9 °� '�= 6 .1,4 .1am�sia A�m�ricana Waxf ower � al 4 oc PI_ANNING & Gontact Lcandscape A�r�hite�t fcar resolution . �aifure to make such �anfRicts � � g , LANDSCAPE y, L p /� y � 16 J5 .iunip�erus s . Buffcalo Juniper, Buffalo � ai 4 ac ARCHITECTURE knOWn LO tshPi �Qf1d�JGApe J�tr'G� It�sGt � III f PiSU � t I� 6./OntraGLOrS IIabII ��� � � 9660GILPINSTREET 2Q �B PI^IJC1U5 BG55 -G' yl Gherry, �P.St2{^Cl SGPtd S C�CI � 4 OG . � DENVER, co sozys to reloccate the materiais . � � , Pro osed Shrubs Bollard Liqht Te, c3o3,�, -, ,, , 5�4 P� Poten � illa Jackmar�ni Jac.kman Potentilla 5 gal � oc � � p F� c 3�,�, -, 8, 5 � . Do not willfully proeeed with construction as designed wher� it is obvious 4 PN Physo�arpus o . 'l�lanus ' Ninebark, I7warf 5 gal 4 ' o .c . t ha t un k nown o bs truc tior�s �n d/or c�ra de di f ferences exis t t ha� ma� no t 1 2 P V P r u n u s V i r g i n i a n a M e l a n o c.c a r p a G h o k e�h e r r y , N a t i v e � g a f 5 ' o .G . AR� tTE E have be.en known durin� desi�n . Such conditions shall be immedi�ately 2S R,4 Ribes alpinum Gurrent, 141pine a c�al 4 ' o� ' b r o u�h t t o t h e a t t�n t i a n �f t h e L a n d s c ap e ,4 r G h i t e c t . T h e G o n t r a c t o r s h a l l 2 4 fi�,4,U �i b e s a u r e u m G u r r e n t, Y e ) l o w F l o w e r i ng 5 g a l 4 ' o c pg �a�5 PIaz�/Deck Drain � � ' G` assume fu I I responsibi I ity for a I P necessary revisions due to fai lure to give g ��{ sa 'I�ansa ` �fansa 5hrub Rose 5 ga I 4 ' oc � INTERI � IG sueh notification . � � fi^�T Rhus Trilobata 5umac , Three -Leaf � gai 4 oc. , b . Gontractor shaii be responsible for any caordination with sub�ontractors 2 �1N �.osa woodsi Native Pink i�ose 5 ga { 4 ' o� San Franc�sco� �ffice or other General GontraGtors as r�q,uired to accomplish �onstruction aperati�ns . �ymphoricarpus calbus Snowberrt� 5 gaf 4 ' oc � Planter Drain 625 1 �th F Exiatinc� Trees San Fr�anciss:o, CA J4105 `7 . Refer to irrigatican drawings for req,uired irrigation sleeving . �'� �N1�lI � L � � O �N�M�1�lT�eL. G ��55�� Fa� �is.3s2.�� S . The location of f�atures to be constru�ted not specifically dimensioned ,�G� � uile ia `Grim�on 5tc.�r ' Red Golum�in� I ai IS °' oc may be deter°mined b� seal � . if eonfiicts arise in fi� id, contact the ,4G A��q'�vilegia x MelGana Golumbin� I gal IS " oc �ouisville a�e Lar�d��ape ,4rchitect or resokution . �,Nf ,4c,hillea f . 'Moonshine ' Moonshine Yarrow I al IS " oc g 8oulders 35? S. in �hrd. :5e�it� 2U0 � . Refer to �rGhitectural drav� in�s for Layout and Dimensions . BB Gentaurea montana Perenniaf Bachelor �uttons ( �a � � � ° oG La,isville, Co 2� GT Gera� � ium tomentosum Snow -in -5ummer 4 ' pot 12 " oc �'e1: 3os.��.�3� L.M Leucanthemum x 5. 'Little Miss Muffet ' j�qi5 l�warf 5h�sta ( AI kS �� G�G Fa�c: 303.92�6.5233 10 . Dimensior�s and configurations of constructian of existinc� conditions are , , y. � based on the bes� availabie infc�rmation . The Gontractor shall verif all exis�ing LM Delphinium �'.C� . Blue Bird Larkspur 5pecies I c�al 2 ' oc �onditions prior to ordering, fabricating , otherwise incurring costs , ar�d/or �P Echinacea Pur urea Purp le Gone f lower I ga I 2 ' � o .c. . Avon Oifee completion of shop drawing review . GG C�aillardia x g�cand �flora dwarf ]�warf � lanket � lower I gal f2 oc G E B G e r a n i u m e n d r e s s i '.l o h n s o n 's B l u e ' e, � ue GraneS bi i l I ga I I S " o� s o w. �c h m a r t c S u i o e 2 2 o I ! . � inished rades shall provide for natural runoff of water without low spots �5 Heuchera 5anguinea 'Spiendens ' Goral Bells, i�:ed I c�al l8 " oc Avon, Co �� �2rn ar pocke�s . Set fiow line� ac�urately anet provide a minirnum 2� and maximum 15 lris sib�ricc� 5iberian Iris ( c�jaf 2 ' oc �'ei: 9�o.94s.os� 50% gradient uniess other�€ ise noted . Posltive draina ge shali occur away fram L5 L i a t ri s s p i c.a t a 'Ko b o l d ' Kobold Ga t�fea ther I �al IS " oc F�"' 97Q'�"g'��� bui l dings an d improvernen ts . No ti fy t he Lan dscape Arc hi tec t o f any LU Lupinus p . 'Governc,�r ' Blue L.upine ! gal 2 ' aG discrepancies before starting work. MM Monarda 'Marshall 's Deli ht ` �3ee Salm , Marshall `s I gal IS " oc i .R�o i . RF Rudbeckia fufq ida 'Golds�rum ' Black-E ed Susan I al IS " OG 12 . Hold finished grades (to p of mulcl�) for shrubs and groundcover areas I " p p P a�a v e r o r i e�i t a l e o r i e n t a l� P op y , i a e d I �a f I S " a c. below top of adJace�►t pcavements , Gurb�, header� unle�� otherwis� noted PR Penstemon 'Red RoGks ` Red Rc,eks �enstemon I al 1PS " oc on the drawings PS Penstemon barbatus 5carket Bugler I gal IS " oG 13 . Gradually round off �ops and toes of slopes to produce a smooth and natural 55 5alvia superba Blue 5alvia l gal IS " oG appearing transition between relatively fevel areas and slopes . 14. Raugh grade shall be reviewed and accepted by the Givil Engineer pr �or to soil preparation operations . POOL �ENGE ASP�N TREE 'fYP . � (� I5. Refer to the PreJec� Manual for technical specifications, details , and s�,�� ���''� � � conditions g�verning thi� work. - ° ��� O PLANTING 501L � I � . A� II angles are �U d�c�I^Ge5 Un1 �55 nOtOd O�hP.C'iN15e . GA5GAI711�1G I ? . �inished �rades inclvde � " of topsoii in turf and seeded areas and 8 " RR15ED PLANTER w�r�R ��aruR� + i2 „ p — Of t0�'JSOif in shrub beds . Two foPt Pt°tlnit1'IUYYi it't plAi�tGP'S . ONGRETE PAV�RS a " �' FIN5IH�D 6RA�DE � � . C,.�a� --� � ,: ` 'N �2 — . . � � y - � .,-._ ,, . i .. ,� � , �,... ,. ° ,` '; � , . ,> , - - � ; s - .. � � '�J�15t ' . . � _-i i�=- --e - ��- . 2 � . _ � �� I�� � � � � 3 ' �:� � .�: �. . . ._ G �. . �T a � � e a � . r .. 4 5 � ll r- . � . i 3 n � ' ♦ . , • -. . . . i � � { � �� �� • �,ry.�.a�, e . .� � y " . � �� _ , e. . ' � , . . . , . � • j � �� �'��.-� I • ' — : :�,; ; ,� :f�I_! I� I�� I I�I ' ` ; ; _ t�. � � � I � � I � � i '� � � � � . � i I � II� I I � 1 . Lo�ation ef alf trees shall bc, staked b� the Gontractor and ap�aroved by the Landscpe ,4rchitect GARAGE TOPPING SLAB 1'�6GREG,�TE BRSE W/ Wf�TE12PfZOOF{ N�, 2 . �xact placement and shcape of plantino beds shall be reviewed by the Landscape �krchitect DRA(1�16AGE SOARD, ETG . prior to instaifation of irric�ation spray heacls . 5hrubs in their pots shall be � laced Far revier� �� � � � � � � � �� 3 . Plant names are abbreviated on the drawin�s . 5ee piant list for key and classification . � � Revisio�s: � . Refer to ProJect Manucal for technical s�ctions , detail � , and conditions governing this v�ork. �I-i7-o6 PEC SI�MITT,�,L 5 . �/erif locations of a { I ertinent existin site im rovements and utilities alread installed rior l2-0I-06 TOWN COUNCI� � p 9 p � � 12-ZC?-06 DI� SI�MITTAL to commencing planting work. If any part of this plan cannot be followed due o site con itions, 01-15-07 DRB �MITTAL. eantact the Landseap� �rcl� iteet for instructions prior ta comm�neing work. 2-U7-�7 DRB Sl�tvtrrTA� ASP�N TREE TYP. 2-20-07 60� PRIC�lG 6 . Plant q,uar�tities aymbolicall� showrt an plan take precedence over riri�ten instructions . �' . � lign and eq,uaily s�ace in afl direGtion� shrubs and perennials per these nates and drawin�s . �����° ��o } PLANTfNG 50fL o3-2�-07 90� �aOGRESS � 04-i1-07 PERMIT �T 8 . 5hrub beels to receive 3 " of bark mulch . Perennial and annual beds 6-05-07 PERMIT �SUBMIT O1�GR�TE PAV�RS RI� ISED PL,4NTER q . Trees not in shrub beds shall hav� a mulched watering ring . See plantfng details . 10 . It i� the Gontractor 's re� on� ibility to furnish plant material free of pests �r pfant diseas�s . 2 'j � � � � � Pre -aelected or "ta c�e ° material must be inspected by the Gontractor and certi� ied pest ` 3 ` sP� r ! I - - } 1 �� .�'''` � > > z i , . � � � w _ � � . , and disease free . I is thc, Gontr�ctor `s obligat �an to warranty ali plant materials per the �_ _ - - - � � � �-, � i i � � � � � �i _ �� � s ape� ifications . to receive 2 " of bcark mulch . ��� I1 . One third (3390) of the /�spen trees shal ! be multi-stem, refer t0 SpPGS . AGC�REGATE BAS� G,4RAC�E TOPPIhIG SLAB W/ WATERPROO� I1�lG, DRAIN6f�GE BOA�RD, �TG . NOTE : Ii�t5T�4LL �'OP C3F ia00TB�LL NOTE : INST?tLL TOP OF RC30TB�4L.L o,° °a � 2 " I�BC3V� aURROUNI? ING �.G. � ° o° °° � 2 '° �4BC�YE SURRC�U1�fDING � .G. ��� � D 2 s ��s o� � 4 �� . G�LV. �� � � � I � � � T �� �' 0 2 sr�Nns o� � 4 G� . G�LV. /�� TREE BR�GE STi�P, TEEL WIRE . r4TT�GH TO NYLON 6 STRAP � � S�T�4 E PER 5�'EG5 LON ! 2 "XI - I/2 NYL�N/GOTTON � WEAV� W/ 3/4" BR,/�5S STRP�P � STA�K� PER 5PEG5 GUYING �ND/OR �aROMMET C� EAGH END TYPkG�4L FINISH GR�4L�E O� GUYING ,4NDfOR 5T�4KINCs PER 5P�G5. 3 " L?�YER OF MuLGH -5�E GROUNDGOVEP GROUND GoVER A�R�A� STAKINC� PER 5PEG5 . Drawie�g �[itfea TREE ST,4KE . P�D.IUST TRE� GUY GOV�R PER 5f'EGS �� SPEG� LOGA�TI4N FOR PLA�NT TR�E STr4K�. AD.IUST TREE ST�KE 50 TOP 15 LEVEL WI/ OR a� GUY{ NG #1�117 STAKII�lG � � ��� SPA�G11�lC�. 5EE PL�4i+lT .� a Ffi�lf5� 5T?tKE 50 TOP la LE'VEL WI / OR JUST BELOW � lRST BRf�NGHES. � PEfiZ 5PEG5 �C�RM Y�ATE� I1�kE B?�alfi�( L15T ��2 — GR�DE OF � ��� . � �= 3-4 : ?.LL �4RQUND �' IT. �fa � +� f C�1�,455 A�RE�4 Jus-r BELO� F � �s-r ��NG�+�s. DETAILS E WRAP PE�'?. 5P�G5 � 3 L,4YER MULG�f, 5EE � � . � REMOVE /�T ENI� �� � I I I I I 3 " LP�YER MULG�t, 5EE SPEGS . � 5PEG5. M�kIN'fEN?�NGE PERI017 � E WR�P PER SP�GS � �� W�,�R �� �G � . � . 3 „ �,-�� R� NG �.�� . . � � �— o 0 o i � i i � � � i � _ �., � �� L�Y�� M�L��, s�� S��G�. �� � . _ -_��, B�G�� � L� � � � �� �� �. . . - � ! PL��TI �� 501L MIX . � I I I i f i i I - I - � �.. 3 " �,�T�� �i �G , , _, _ �° � — �L,�r�-r r� � x PE� sp�cs. � I I==� � �=� � �=� � .�� �� I� .I I I— SE� sp�cs a o 0 0 � „ „ „ I I I— � ► Da�: Nov. o�� zoo6 I � I �I I I�� 6 I I I I-1 PL,��t-r M � x PER SP�cs. =I�_ _:i I 1- 1 —I _ k I fi � i -SE�°r� oN- � x 2 x � 6 �==� � I�� �� � �=� I �_=� i .� _= 1��` � � �� �I I � �tl � PL?�NT MIX PEi? 5PEG5. , — -- � ---GOMPA�GTED B�4GK� ILL STA�KE � 30 �— � ����I=I — ���—�i� } 9 I— ���—��� =►�I= I I I ��I I _ r —� E I= � � ' ������—� I � I I (—� I �I��—���� GOMP�4GT�CD Bf�GKFIL.� II I ( Oi� UN.DlSTU � �D SG� IL � - � O .G. M�X. �° �� .� � =I ( I�� I I�) I �-<-I��-=) I GOMP?�GTED �,4GKFILL OR (�I= ��---� I �� i =� � I=1 I � _=� f i= � � ° v � . ° ° �� �� � � „�. -E —� - ' � �OMP,4GT�L� B?�GKFILL. Oi� Pro° {Vo. 23270.04 � I 1=I I I�I 9 I �I�I- 4 4� I I �I I �=I I I=I I I � UNDISTURB�D SOIL � � ��� I ��� G �—� � ( -� � �= UNI715TURB�D SQIL =I I I�.I I 1=1 I I� 1 I � wr� f/8 " X 4 " f-IE�I7ER =� � �==� � �=� .�I I I�I € I�I I I� [ I KO°r� : tNST�LL GROWN I " � � , � 3X R�OTB,4LL WfDTH ?+BOVE SURROUNIDING FIN15f� EDGE O� P�4VING �R , n n � � : � , , ,4ND PL/�GE I -2 Dr2t b� �M, � 3X ROOTBf�LL WIt7TH SGA��ZIFY S ( DE5 �'�17E W�LL 1^tHERE G�GGUfi�S 3X R04`fB1�LL WIT7TH �OULDERS -PLA�t- ON DOWNFfILL � IDE TO Ch��� kyy: GP ST,4BILZE .4NI7 RET.41N fi�,00T�?�LL �� -- M I U U T TI T I � �l � TI T I � � L �TIN T IL 4 � N I L I � G � I L �TI T I : I L �_ T �- L- � T �- T L- T L- T � 2 7 A ¢i � „ i i �2 o .n . P�iM�n � - P,� � �-�p �-�EL Su�F s,��tns-rou� �+,�un�, � L , �oLO� RESO�T ��s��N ��NnaM �L�� P,�rr�Rt� BL,�G+: 3/8 " MORT�4R-FILL GREVIGES BU�F S�NDSTONE 12 " 12 " . BEWTWEEN STONE R,�NDON( FL.4l� P?�TTERhI ��2u - �6 �F a/8 " MORT,4R-� ILL GiZEV1GE5 � �2,� 2 ,-O,� 2 �_o �� 12" - -- 4 '° GONGRETE B�SE BEWTWEEN ST�N� ��� -��a�� � 5L0I'E 2� � EXPAN510N TYP. _. k � : : �, , , � , � 4 " GO�IGRETE ��SE � � � A S S � c a � a E � — _—, � � _ , .1 T -,� � ^ � - _ a .�-� , � � n � � �° C- � � ' � �. � ; , �.� �,,, 2 �f� �3 , � F � � L „ � .�-�/ � �, ; � � � ,. � � , , , ,. , � „ , � _�.. �_ -__.: _ . , , ? , _ _ . , n ` '� � ` - PR4VID� ��F DOWEl�S, 24 " 2 I /2 ° �� � �'�� , & , _ � - � / _ , �_ ; � � � , , � , , � ; � � � � • _ � � � . � � � O .G . /�T EA�GH EXPt�t�151 DN � � � > , � . � , � _ _ � �� �3 „ , �, � � , O �� ., O � . � O � � O� . ,O , � `� � � � �-. � � , __ , _ _� . 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SUBG�AL�� ARLCHDEGTURE L7IREGTION �F MESH f�i�PLY Bi�oOM FIA�. ; � � � ; ; � : - � � � � 51�UWM�'1..,.T �P �ir i �i� � � PRE1l?� ILING C�R,�eDE TO �'P.TH, TOOLED JOINT `. ; :� :: '� � � � ` , � , � i °. �� � R� : M�GI-E � e � � �� ` o NvER co soz e � - � � � � � P-E�- �T. .� UNLE55 OTHEi�t15E NOTED TO I /3 T� IGKNE55 G�F � ; ' - � ` �� � � �' � � � � � . � �4 @ 16 " oG F$X «°3;�3; ;$� s 5L,48 S � o .c . �� GoMPAGTEI� � _ , ; �� � . ` � � , SUBGR�DE : - - - - � . � ' ,a : ° ' ' . A . '� c �+ . �o , � ' v: , e . P. &, . . " .Pa ' > . .4 � .> F � ll Q� m y . . � ' . = ° a . . . « : � '. . � a - "� ' m ; : .. 9 � P D , e W,4TERPRODFING �4 (� i g , . R . m p .- .. s. : = r � . ��. : . �� .a m. . .�. : , : RCI—� ITECl"URE, RE: A�RGH. ANI? . 4. : °�. . � , . �b . a : a , . . ; . MEMBf�NE, A�N ` , : - .. e. . . � � w . . � . . .. 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' , an. .. •e>e, �:�r ..�,^ti� ��� - .i�. � ; � � - � � � � '` � � .,� �_. ,� '� j t �., , .. :.�. , 5 '. :' , . ' , ,{ � . L'd . 1 r i � � ,: . ;: . � . .:. . . vi. � , ;- . x .,_ . �„ _. ;s'. ,� . ._+�. , . . . . , ' � � . . . � , _ -t>� . �� _( , � �t..� ' .� � ' . , . " , . .. _ � _ - , u . . . . . _. . , : .l. '? . n'='c'4` e`. . . ..✓_wse+.:?s>ru+fn%W'.,. �. ,... N .I . .. < ,q, . , �ema /-': . . . . � _ L � i a �. . . �. .. �:: / i. \ � ., w....c� .. . �y. \ ., i y . ;f`�i k . _ . . . . � . . � . . . � v . v . .q• . , v ,.� 1. ° ". "' = . { ��r.' . : � ... •': . ._ �% � •r�`� .:: 4(.. :✓Y ,. �. : '(. U: ^ �..}��. . . �, � � .. . . . � '. ' . a . , ..,r . .,r. .:, ._ ,. �..�.r. r , . � ,. , , ;.o `� .� 1 ;� , � , . $; . ALL BASE INF ,. , . . � f _ ,,, ; : .,.� : ; ,,, , i ORMATION HAS BEEN TAKEN FROM DRAWINGS PREPARED BY TERRASA , NC. � , . � �.�-.-�.�x, , . ,�. _.> .. _ r� . ; � 11 , , ' ; : , _ , , �,,: ; { �� 3 . , .,:. ' , ,,. ,_.._ r s; �-_ . _ .t: , ; � ; � , x _ ! , . - , , : �" _�... . ' ; :, ; ; . t ` , ` � - �. � , \ '� 2. , ,, � ;� �- __ _-- _ _ _ °' ;� �; REFER TO 1'ECHNiCAL SPECIFICATIONS AND CONSTRUCTION QETAILS FOR INSTALLATION _ , .;, ;,, I ' , � ; '. : , , . . ;. � ' 1 . , _ r `\. INSTA,LL 3/4" DRIP VALVE ASSEMBLY QN 3/4" COPPER RISEF�`WITHIN EACH PLANTERI ;; - ._._ ; , I �.. , ; ? ; `, : a, ; � PROCEDURES. , 1: . ��: , ' ' . . , , .. . , : �. , ; - ,, Revisions• ,' . . , ., , , LOCATED OVER STRUCTURE. CONTRACTOR SHALL CUT GOPPER TUBING TO � � ' : ; ' . °% ::r- ;'' , , ' _ . ' ;: .,. „n ,, , , . �, , . . 3• CONTRACTOR SHALL FIELD VERiFY PRESSURE AT BACKFLOW PREVENTER LOCATfON FOR 1 - 1'7 -(d6 P�C �aUE31°'i171'A�. , , ; ,,_> � ;; , ; = ' .;_, � _ , , . �, �. __.._ ,, �. , � , ; _:.� � ; , ,-: _ .. PROPER LENGTH WSTALL 3/G" CxM ADAP'fER AND MOUN'� BATTERY-OPERATED � � ° _' �� ;n.,.._ .i � � �;: , ° � p, _, . - , ,. t_, , EACH TAP PRlOR TO ORDERING MATERIALS OR STARTING ANY lRRIGATIQN �NSTA�LATION AND 1 — �1 —�6 tOWl�l �OUNG( > ; �;, ., ,,,, � ; _.:_ 4 :—� . � . .;. ., ,: : . , . . ; , ; , , . , , ., ,1 ; . . �. DRIP VALVE ASSEMBLIES PER DETAIL TYP. ALL �(�CATI S � .'^ - --- > �' C, ' ��' {�' t� i'� ri - ` . ' ; ,;: %' ; ; NOTIFY CONSULTANT OF ANY DIFFERENCES FROM STATED PRESSURE. IF C(JNTRACTOR FAILS ( � ) , , � r � . , , ! , . � , , 1 - 2�-0�o Di� Sl1BMftt,4L ,. � � ; : , y .r, � > ,. �.�-� � ; ; ,,� � „ ,. �� . ._. � . . _ , J .; I:- ', i' ! �, , . . _:r ; °. _ _ _ ; ;; ; � � , 1, STEM ALTERATIONS. T'AL „ . '; i ,, , , ; ,, , y , , EA H YSTEM HAS BEEN DESI NED F R A IC PRE URE F 65 PSI. . � I ,;7 �,A ��.4� �� ; : f � ' ; E, � Z -�'d'( -�'i � �U�i"PItT,4L. , . : �_ _ ; � , TO N TlFY � : , � � ,� . a -��' , „ , ; � , . BATT � a ; , . B LlTY FOR ANY SY , , ,, - : , ,, �:, , �, ; ; _ . ,t , , 1 ',. 4. G��9�a i�f G{PdCx . ,: • - „ ;' , , r : , , ; , :: , ! •.. � ; .,. , f f:� a i + >'; < ° _ ; , _ � ;;; '. ! , � i . ; � CON7RACTOR SHALL COORDINATE INSTALLA710N OF SLEEVING WITH INSTALLATION OF 2 -2� - �'i � ;.: , , � :; ; - , ,= ' ; = r$ �, CO{VCRETE FLATWORK AND PAVING. RLL SLEEViNG IS BY CONTRACTOR UNLESS OTHERWISE gvZ � _ �'q o,��y, !` ` �: : ': DR 3/4" , . . _, , ` . u. ;, .. ,, . . : : + ' "a � • f'R�f�88 f ., , fi, ; , < a ;,; ' r;- ; %` , NOTED. UNLESS NOTED OTNERWISE ON IRRIGATION PLANS INSTALL SLEEV{NG BASED OPJ ' ;� 1 ' �, •ti O�t - it - �'t P��I^'iIT ��T � _ b , - � ; � ' ; � - � � � � �i SLEEV� �IZING GUID� BELOW; � , � . � � �; �• " , ; s � - � � P��v fd'? _ � � � P�S�°°I I T �SUSM 1 � �� � , _ _ �� � �. j „ , ; E � �� �` PIPE SIZE OR WIRE REQUIRED SLEEVE ' ., , . � ,, � � , � � `. � ' ' i� , ', 314" - 1 -1 /4" PIP 1 2" PV ; :;, . , . _ __ `', , �; y ; . : � ' . <. , , ., . . : ,,.. � �:, �� �� „ - ;. � , � ; , � ; . . ., ,: ;;�� � . , .. ,, , , . , . . , - � _ � ,.• . �<; _ �, ,� �,� � 1 -i /2 - 2 PIPtN �� „ , �., ', r;: �, , , ,, , ; ',, ; ; � ,. ' .. � ,'; � . : . -' , � ' � _ � i ; PVCSLEEVE �� _� , , � ;� � ; �; . , ,..a . ; . , • ,,.. ; ., , . ,_ ; � � �` ;; ;�,: � �, : _ , �� . :. ��. . ,., , . � , ,;,_ ; � :: _ _ r ' ,; � ' ' ` 2 T L IRE i -2" PVC EVE � ' , .., ; � . , � ... ; ��; , ^ �,� rr- , �, ,; �� ,,< a � �'� _ _ � _ � � � � � C`a r �� ��� � � _ ... � , � � ... , , . . ' . , .�i� . .: .. � � S�. � ,y , I ; ., 1 - 5 CpN RO W S _ % , `` ,;: ` > � %`-� � ,_ '� ,�, : , ;; ;'�� ; ,: ,� �i � �: NOT� : E�CN LENGTH OF SLEEVED PIPE SHOWN SHALL BE ROUTED THROUGN _ , ; �,__ , ^ ° � , , t. _, � � , . _ ;�� ,- �. _ -. , .. � � ,; =: i 0 .; �� � � �' , ` " � : � , r � :, � , > ,3 , ;,g� � ,�-r`" . HALL BE ROUTED IN SEPARATE , ' � ' : = , u ° < ;: .. °. . � , , !�-r~`"`. E E( WITH T IRR � � � . '� � R � �� � ' .. �� �� -� � �. �>, � , �tit SLE V i N I I , . . . , ; ;-' SEPARATE SLEEVE IRRIGATION WIRE BUNQLE S � . � . GONDUIT OU IQAi' O P P NQ �` ;r �``�` , ��� " " ' �� ' � � _. __ ;.; ;�!' . - ;�-�� � ,1 . . :� " '' y : �:: ` , ' . '. ..: �, ' _. � .�� i� . � .,. ' ,1.� k . _ .. , a �' S : ... . �- � -; �, �, E ,� � �� � � ` '= : '_� � :; ,.., ;; : � � � � � ; � '� ', < , . -; � ��'t " �; � � .__ . . __ ._ , . 6. WHERE NOT NOTED ON IRRIGATION PLANS CONTRACTOR TO INSTALL PLASTIC 15 SERlES ';` �� s=;:: � F� �; �� �:' � " ' , � � � ' ; ` � �� � �� � P-UP SPRAY HEADS SPACED GREATER THAN 12 FEET. IIVSTALL 92 SERIE ` '���" � � .n' �' � -; � ; � � NO ON P g � � � ; r �� � � w� , r , , ;' r � � >� � , � � ; � ; -'�"�� �, � ,, � - , ,� � � � � , , ' ":: ; �, .� . . _ :, ` �: �� � . , � �� . INSTALL TEN 1 GPH EMl7TER5 ,(EQUALLY SPAGEO} AROUND DR�P LINE � , - � � � �� 1 �;; ....._ ._ _ _ . . . �OZZ , '.��; , � �, � -�,,..._ , � �, � , ; , ,� , , �. ; �� �, . � �J � ! ,.-' 1 FEET. A 8 SERIES NOZZLES ON � � OF EXISTING TREE AT INDICATED LOCATfON. � � � � � ' � %� �� �� �. QZZLES ON AL�POPSUP SPRAY HE DS SPACE 0 fNST L.L ` PQP UP SF�RRY HEADS SPACED 8 FEET D LESS ,� °` < _l '• - �':.:' ': '� E, . . , � , ., , .� . . - ' . . � . . . . . . � , . � � .; ;, „ , - . �i �� .- _m: .� , _ . . . _ A „ � � � � . r. � , . . -. �. � .�, � � �'� � �� � ,� � : .-. ,. , � � � v�. � � l � -;'' �� ��. , , � . ��, � �� �, � ,_ ' , �,, ' ���� _ ; � � , � , ; � � � � -- � � `� , � � � n , � ,� ' ��' ' 6, TING PLAN FOR EXACT TREE LOCATIONS AND QUANTITIES, TREES SHOWN ON �,__ ; �,'� � �-' �� _ �' � � �, � +� _ . ''� "� . . � r .� `� 4 � �� t � �" � � � ' � � IRRIQATtON PLANS AR� APPRflXIMATE. , R�FER TO PLAN , _. <� r �......_.... / � /� 1i. \� ,i -`,:.� �� .. . ' �e . � . �� ,� `. f ., I � .. . �, . � . . ._ .. .. � . �'.......,..�. P ' Y... �,.j/'� .. � . � _ ?� ! - '::- . . - . . . �� �� . � ` ...� i 9 ( . :` f �..`.. ..., r _ .. ' , Y � � . . .. �� ' � . Y ; f : _ � , � '�, � � _� �.,, _ . � � r, � :, �' ` ��' '� 7, CON7RACTOR SHALL R�PAIR OF REPLACE ANY EXISTING tRRf(3ATION EQUIPtUENT, TURF, PLRNT _ _. , ���:." >. ,'' °`° � � � , � � � � �' � � ' � ' ` ,, - , , ` �, MATERIA� OR SITE FEA7URES DAMAGED pURING N W � �, � .: � ! � �,: � ; � �; � _ . � ., - ` �s- �'��` � �� . E INSTALLA7lON. REPLAGEMEN'f OR REPAIR � ` � �: ' • ' ` � ' �" � ';� � ' RAIN SENSOR t, ; ! . ���, �, ', � �� `' � - � ' �' � OF DAMAGED EQUiPMENT OR MATERIAL SHALL BE DETERMIN D BY T � e.. ��� � � � � __, � �` : - _ , �; �, E HE OWNER AND THE . , { � � � , ' � � �� ,�_ , ,� . , ; a C , , � , , � .. , , , ; . � " , � _ � . :__ ,. .` ; ., r , ; , '� 1 � ';� ,�: l � :; �.. . , :: ,- . , , � , ,. .: ;:: .: , _. , . . ,.t w: : ` , s. " e; - . . ,� „ . . „ . � , fi?; : >; „e ---�.. ; . , . � .. � . , � �`, ,. r ` a. vorv�uBTA NT ; � , , ;, ; , �, , ,�, n. . _ , .,. � „�.; ���r-,�, .r.,,,.., . � �� ,.,_. 1, ,., ,.;;.�,>. ; .;,< � / , , � , , , , ;, , , ` OXES SHALL BE LOCATED 36 MINIMUM FROM GENTERLINE OF ALL SWALES, 24 MINIMUM DI'CIWft1 TI '� Ie ' � .� � . . �.. � i ' ' :. x 4 � / � - ; � ; < � ' .:;:, ; ! � :` r ; <, ;:: . , . . ; , , � ;.. _� � , `�:-' FROM EDGES OF ALL WALKS CURB5 DRIVES AND OTHER HARD SURFACE AREAS. � r � .,..,. _ � � �.,7;�,,. , � , , �:'d . a� �t • .i �� . .!: � di .. ' . t .. ...�_.. ... UuYt#} wa+'+ R x: WLnv.. � yn` � �',` / i A � . � Y� ♦ 9 - . .'. . � . : i ����� '..y t ,� .... .� � ' _.. .. ( S � °i..:� �� .:�T:li. . �� L. s .. i . .. � 'y • . c;. ' ' ....., . , 2"" ' .. . �.. ....f . . ��-- .._ . ?': '! ' x.y�`�'n :.. ,�:,.c . .� ;' , . . .. . . ::.,. . ,. . ,.:.. . 3-..a. , � �. ., .. .. , , �:'.: , .,...:., . ': ,. . . ...... ..�. . .. . . .. .',: �, u. . 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J � - /� � l — � � � _- ' ' �__ -- - — ____ � EA U D I N Sh o --` ' �- --�. -- � � �-, \ � � --_ _ . � � _ - - � � � _ �� � ' �j ANZE � o �" ,�- �,,, � , , 1 � � � �--,` �,- -.� ,v ,-.. � �- onsulti g nc ` i � C ' n Engineers, i . — -_- , � w �, � --- . �, _- - --- - - - � VaiC (970) 949-6108 - __--- - -- ��--- "� ti �. � � �__ . �+ ; � �^ "�' �� , � / Denver. (303) 278-3820 COPYRIGHT2007 � " '"� �- . � � � ,"� ( M � � j Lake Tahoe: (530) 550-7334 project No: 8388.00 � � Fort Collins (970) 221 -5691 • � �� � www.bece.com U �� O L C:_ C� CY] / � ' _ _ -_ CONTRACTOR TO CONTINUE i SNOWMELT SNOWRAELT ' - - -_ _ SNOYYMELT TO WITHIN 2FT OF ZON 21 ZONE #20 SNOWMELT PUBLIC RIGHT OF . REFER ' - _ ` RISER � EGEND � � t� � �, � � � � �° '� � � ZONE #19 TO DIAGRAM � , �Jf M6 . 2 � - � I� � � � -------------- -- FOR STAIR SNOWM T ETAIL. 3"ST�RIS�. ROUTE IN ARCHITECTURAL SNOWMELT ' CHASE. � � � � PLUMBING RISER � I � ZONE #18 NOWMELT 1 I SNOWMEL� MANIFOL �20 I I I RE5l�ItT I?E5IGN 1 " NS STUB- OUT INTO P�ANTER. CONTIN N BY IRRIGATION CONTRACTOR. I I ( �(� LT MANIFOLD #19 � _ PLAN R PA, TIO ( I !_���� - HEATING WATER RISER .• � - - � - - � - - - - - - - - - - - - - - - - - - - - - - - � - � -1- --� -- - - - - � - - - - {�q �-� - - - - - �- - - - � ��� � - - - - - - - - - � - - - - - - - - - - - I - - PATIO ` - - - - - - I ° -IN7ARE- - -- - _ _ _ - -= -__� _ _-_ _ _ - - � - - - - - � � - �mmm_m__ - - - - � -�-�- ----�- � � � � --� I I I � I A 5 S O C I A T � S - - - - - - - - - - - - - - - - - - - - - ' � � - - - - - _- _ -_ _ _-_ _ =_ _ __ - - - - - - - _ - � - - - - - - - - - - - - - - - - - (- - - - - - - - � B �'' PAT� o o - - - � � - - � � � i � � , I I � I � I , . � - - - I � - - n ' nI �(� �I //�� � a��� ��ass I MiCF0.Y __ - - - _ I _ _ _ _ _ _ I _ - I _ � - _ - - - _ VYt�V I I V�] - - - _ - _ - - _ - (� - - I - - - - " � REF, oea"vffe � � � C� �'4 G TO GE. PROVIDE ACCESSIBLE SNOWMELT MANIFOLD ,�1� �° I �i GUES B�EDRbOM � � � � � _ I I I I 2� I i I i � � -SPdUT-0 VALVE. I A� R KITCHEN � S�L� w • a � � I�NTAK I � DINING � G I I i LIViNG1 wHO��Y owNE� 21 � � o , I � � � � �� I I �i � _ I I STAIF�P i uNir � � 05 � ��- - � " I I I 0 � � _,� KITCHEN I GARAGE EXHAUST METAL GRATE � � ( LI V� N G � � � � _� 5 I � 5 I � 8 6 i � I � I COVERING OPENING BY ARCHITECT, � BATH � ; s� FT _ -,� � I BE USED AS E HAUST PATHWAY. T TO � � n � � �� � � : �- � I � I � ti I ' �` - � I GARAGE � � a�� 3" ST RISER. ROUTE IN � � _ � � 0 �� w/o "�'"�"` MICROf ARCHITECTURAL � � _ � D F. E. c I '� � F. c. u . I ) ST^�K °R^�R EXHAUST � � I I I �1 16°9� I . D. DOUBLE WALL BDILER FLUE. WHOLLY OWNED 2 LL CHASE. � � p E � � VATO ( 5 SHE��s �` �RE �R I MAINTAIN 6" CLEARANCE TO ALL AI�.G�"'OI�TE�TUI�E� o I uNi # � os > � � OYER I �- ^ #3 I I � ^�� � � � � COMBUSIIBLES. PI.I�I�INI�IVG, � - I - - - �-- - - - - �5 �- -t - - - - - � - - - - - - - - - -C - -; , -- - - - - - - - -r-I- - - �- „ Ilol'TERO(3R D�SIGPI SECONDARY STOR - I � DRAIN TO TERMINATE � �- ( REF. � T AR�" F. c. u . F. c. . � � R&s I m I _ < ' _T I I I I I I O CONTINUAl10N BY ' RRIGATIO CONTRACTOR. , ABOVE GRADE. s e�� 0 � i _ o � I � I f e I I O3 3"ST UP TO DECK DRAIN A�OVE. ����� �� »�C� DRESSER DRE5562 5 54EL�ES b� 3" ST(OF) U . i � ' 9 � � � N I i I i�! � I ( � ( O P�ANTER DRAIN . REFER TO CIVIL DRAWINGS � F���� � �105 �� A�TIO V� � TI U LE � c� 1'el. 4'l .�.392.4433 �'4 SMS/SMR RISER. � Sx10 FOR EXACT �OCATION AND DRAIN � ( � LOCK OFF F/s �FT i ' STE � MASTER � I I � SPECIFICATION DETAIL. Fa� 4� �'3!2'4�54 SNOWMELT MANIFOLD #17 ;\ � B I �,, 11 ' x 15 ' , �„ ' _ ' ' � i ` 15 H G BEDROOM � I SNOWMELT \ \ 6��� � � I�I' , � 10x14 S. A. UP . � ' -�� _ y� I 5 PROVIDE YZ"CW AND 1J�i,"W STUBBED AND LAtaiSV1 �D� Caff10E ZONE #16 � � ( = ASTER � BEDROOM #2 � � � i � � � P5 M AST� R g ROOM � 8 $ � SNOWME�T I 0 SNOWMELT p I � I I 6 ' GENERATOR EXHAUST RISER. CAPPED INTO SPACE ABOVE SHOWER FOR y � i i � I R C� OM T ZONE #13 � I MANIFOLD 15 5 � ( � � I 3S? S�lNcC�slinCB���i6e 2� i i i I I SNOWMELT yy BA ,- H �� POSSIBLE FUTURE STEAM GENERATOR. SNOWMELT MANIFOLD #16 i � i ( � ZONE �17 ( STAQ3�IH _ 1 8 . � x e #15 W � I1 G TO RAIVGE. I I MPSTER `�'��� �������3� �\ ' ' -_ ( � #6 O � ❑ _ BELOW Fa� 303.926.523� ( �f �- - � - - - - - - - - - - � - � ��.- - - IuFANF�O�B- - - - -4 - - - � - - - - - � _ - _ - - - - - � � � �� ; � � P8 I I � I __. m , ° � 1�EI�� D I 6 �ON i #� 3 SNOWMELT '� I � i� � � AV�►�1 �IC� ii � O I � � P$ � ST � S I T 3 0 ZONE 15 i i KI CHEN ' BEDROOM � ° 3A W. B�nchn�►�It �ui� a20 4� � ._...,., I � � ...a..� O � Q P8 � O � WAL UJAY � B P � 10 � � �� ' BAT� Avmn, CO 81 �i2� � y� �,,,,,....s��..�,.e...� ���►ss��l���1 P4 � � "' r � � \ � \ � � 0 I cn �NIT � 104 o I � yy � l'@!: 97�.94J.0�93 `\�� � � � � a� � �� O � � � � n B 0 I � c sso sF _ - - � I � � � � F� 970.�P�P.0933 ` `� I4 FOUNDATION � O ` �' ' I � � � � ' I 9 ❑ - - � SPA DECK RAINS TO E `�` ` �� � ATE SNOWME�T ' ( P5 � ( � s A�° � i���� '� COORDINA D WITH ����\� � WALL BEL ZONE #12 � c' ' - I , /� i � 4 4 W I � � O W � ARCHI � An�D ��� � , I I � I I � Fo�� I I ' -=�__- -,- I � I I ���� �� LANDSC E ARCHITE T. � � � i 0 - - P � A C E i � I�i ' �NQWME�T MANIFOLD �12. 1 I � � � I � I � � � � I� ' � I I ' � i � i i CUSTOM ENCLOSURE BY � � j � �,�ES � � � � � � i ( �AECHANICAL TRACTOR, 0 , L T UP. � RAM P i� � � I � �2EFER �'0' R Tt�A L I . P8 ' � � I � I I 3 0 3"ST DN . ROUTE II� � w BELOW // DRAWIt��s �'fL' � � O S I I e ( I ARCHITECTURAL CWASE � � i ��i;�/ I I � ❑� ' I � SNQ�1��T MANIFO�.D 1 � BATH � DROOM I I BUILDING OUTLWE i i � � I I I W ; � � TON O SNOwr�n ��r I -J � I I i i i i � ��..e,. BB-1 . 2FT. I 0 I TI i � F- ZONE 14 „ i i ( � Q ( ` ,,. I � B 0 I , � � � I � �'a SMS/SMR D . "� C� � �������� n � pg � w io '��� � � P 0 � k� C A . ROUTE w ( � � � � g - - \�� � II - �L � - - - - - - - 0 - - - __ I _ - � - � � � - � I � - ' � -- -- -�wir -�-to�- A�' - - - - - - - - - - - - g � BUILDING OUT� INE � ` �� � a I � I I I F. c. u . 3 T � � � �' � � � � o i <, ;, � � 32o sF _ � i � / � STAIR 22 - , . R �N ° D ING i � o�ssER DN 4 I � � tl � � � ( I ....�'� PS � �a � � I I TYPE "A„ l, N1T # � � � � i i � � I � UP � #2 2 EF_ 8 6 � O u � � 3" ST AND 3"ST( ER. RO � �a w�- 44" TA� i i I , I I I I I � ee I � I IN ARCHITECTUR L SE. & 3" S70NE CAP I I � I I uP ReMOVEaeLE � P 'rJ / p 2� 2� R& UP ` I , UNDER ; - _ _ __ _ _ . � � � ��1 i � 0 � �'$ I caemEr I -- � i I - :- - - - i � CLOSET I � � g - - - ; ; � � - � - I I-�- - - - - -�- - - - � � - - - - �- - a_ ' � - � °W ' °_ '_°_ -_ ; -I- - - - - -- - - - - - - - � � C N A � � TS _ '� ����4i O X� o - - H B ° - - 4.„�R � HWS - ,��,�, L � VATC¢ R i I _ _ I _ _ _ _ _ I _ _ I_ I _ _ �� REFER TO SHEET M3.0 FOR � � �`t�\' e � I � 1 4� '��' � I i -J.� � � H � p I i I � CONTINUATION OF SNOYVMELT R I U A R I D G E S 0 U T N1 �,��,p�i i / I oRESS� 2 P � # BB- 1 . 7FT. � L 23 I I M A S 7E R ( � ZONE #1 . C / � iI I � - ��, 7FT � I < _ _ i � _�e J - - -r - - - - - � � - - - - 23- - - ��s � � -BEDR � OM I � - - `v � r B `-TH = _ _ _ _ ' _'--- rT' ` _ _ - = F. .c. � � MASTERC i - - - -� - - - �- I 11 NC) TES . � 10"� EXH . LOUVER TO BE LOCATED � � I � i �: F/s � }�"HWS/HWR QN . �F/S j 100 �'4"G ITO RANG . ( J 1 . REFER TO SHEET M1 . 3 FOR SNOWMELT ' ' • �VISIOfl3. i T T� �L• � �' � PRO�{1 DE ACCE �E 8 � � e MAMIFOLD SCHEDULE. 11 _ I't _06 1��G Sl.li�M17T,4L_ ON SIDEWA�L OF CHASE; REFER TO � � � BEDROOM 10x10 S. . UP VEST ULE �' � I r° ' 2 S SHU1�- OFF VA � � � ° ARCHITECTURAL DRAWINGS FOR I I r s �s I W � � 18x14 S. . DN . _ = EE AREA ., 12 -�t -06 t CIL CHASE DETAILS. I �� G D r. i. s l 2. REFER TO ARCHITECTURAL DRAWINGS FOR � I � 3 � .. - 12 -20-06 DRB 3USMIT7,4L x I ST �� F. E. � � �x10 S. A. P . w REF. , � ,,,,..�' REF�ECTED CEILING PLAN. ALL HORIZONTAL x SNOVMAELT MANIFOLD #10 I �I I 150 � � _ _ _ � _ _ � � �►'' 1 PIPING SHALL BE LOCATED ABOVE FINISHED I - 1�✓-0� p� ��3MIYT,d,�. x � 0 �� REF. � x 1 oa.�� TA FC-?- 12. �) � � •-'00 � ' R&S i ST I .►" � CEILING. LOCATE ACCESS PANELS AS 2 -¢�� -0� pRB 8t,t8h?IttAL � SNOWMELT I � F. c. u . Q /s 0. 3� SF m � p w�p i K I TCN EN o I I ,p�"° ; REQUIRED AND Y SOZE AND LOCAl10N 2 - 19-�7 SS �t � 0 � ( FR AREA 1 TncK J ZONE #10 I � % 1 x14 14x12 FFIC � - � � 2 B T ( - WITH ARC T. I , � B A TH � � � � � -21 -01 F'����5 5�t � I KITCHEN p o � , ' - - - , i M��Raa - - � BE� Q � ( oN ��� 20 ,e, 'n co � ,- - °� � � ' " t2 , 3. FER TO DIAGRAM SHEET M6. 2 FOR �- �0-0 PERh°PIT 5�t , � 4 HWS To ° o DW s s�a� g � � , t�t�rr�r . . � I 22�� W-1 Dw O O ORP",�R I �..'/ �...' / ( � 2 7/fS� Q u� � i ± _ _ _ � � � FC �• � _ _ _ _ _ _ _ _ _ _ _ _ _ � I 0 BASEBOARD PIPING. '�' -ro -0� i� -SU�MI7Ta4L � � DftESSER � ( A ( -� - - - - - - - - - - � � � ( �_ � 4 BgY � � a � F s i � _ __� � I 1 4. REFER TO DIAGRAM � , SHEET M6. 1 FOR � REFER TO CIVIL I�� 5'� - � - �' - - - - - - - - -- - - �, ,� � � - � - � Qw i �;- - - � , - - S � - - - - - - � - - - - �MASTER � - - - I � 1 � ISLAND VENT INSTALLATION . � ��� �; . ..1 . .. 0 . . .. ... c,�',: .. .. MASTER w � � � i- - - - i � 1 NCONTINUATION . <° � �- �°° ° -� � :�; I '' "? � e � CLOSE .i i � � DINING I I � I � � 5, REFER TO DIAGRAM QJ , SHEET M6. 1 FOR o � � O � B TH � o � � a ( i rF - - - -i ' I CLEAN-OUT INSTALLATION. c� \ I ' e I I 2"1�1 G DN. � i � - - - � i � o GAS METER PROVIDED AND INSTALLED O I � �� ` � D I N I N G I I � I � �t _ _ _ „ I FRACTIONAL fEE 2 I I I , \ I, 111111 Ft t iF7PPJt I � FRACT�oNA� FEE t � �B- 1 . ' - _ ____ � � - - 4 HWS/HWR � ; � , 6. ROUTE DOPAESIIC HOT WATER RECIRC TO o,�� � � �� ,,�, � BY UTILITY COMPANY (APPROX. 6,390 I \\ I , I __ _ __ T� CUH - 3 I uN, T # � 02 , � I � WITHIN 10 FEET OF ALL HOT WATER FIXTl1RES. ,��`� w4w � 4 � � �` B�'�<es � 6 aE�<� � I SNOWMELT � ..� � �o� � �°" ''`:. _� M8H). REFER TO ARCHITECIURAL �_ 0� \� I uNIT # 101 1 "G TO LOBBY I � - BED '� OOM � � 305 sF � � MAST� R I �" � DRAWINGS FOR EXACT METER � ���° ! \ ' � � ZONE �1 1 7, CONTRACTOR TO PROVIDE WASH BOX AND ICE _-`' ��� � � °�°°" ' PATIO � t2�5 sF FIREPLACE. PROVIDE -- ` BEDR OM , ' � e �" � � LOCAl10N. I I � � I I ACCESSIBLE SHUT- OFF I I � I � � , `� REFRIGERA OR LOCATI NSS RE ER TO INE AND y � � � �� � � A �� � � LI VI N G oAES R VALVE. - _ � � 1 r�r `� � � -� � � � � I I ( �� ��"��� �� ��� ��"- _� ( LIVING I �' �� ( � ) 0 ���� ARCHITECTURA� AND INTERIOR bRAWINGS FOR � ��� j ���� J � � MASTER �' � ;��, �� I LOCATIONS. � ��;� (� � W � � - - - I - -- - - - � I - - - - - - ( - - - - -- �'� �' _ I i ` ;� - -- _ ' -U �_-- _ __�- _-- ( - - - - - - �o � - - I - 1 8 REFER TO DIAGRAM SHEET M6 3 FOR �,,� � 4� � p � ����;.. _ ;., � SNOWME�T - � ED-R08M - - - '� �"TRY �'�� " � �. � - I � s,� �'�/ � a � a � '� ��� 13 CUH 2 ��� RL� ��� � I I � r-� � _ i o • � � • l��s��J!lfitffdldl41111\«�� ZONE 9 � �-� � � � � I � II, / � I I I � 1 '� #- -I I- -�- � - ST -� -__- � ��I / _\_ � � _ PATIO - _ _-- - °- - - __ _--I-� =_ ��� _ � , � NSTA'Dl.Al10NPPLY FIRE 5 E MPER � � MOK DA m 1 � - - - - - I - � - - - - - - - - - - - - - - - - --- ,-- - _ - _� „ -�� __ �i i i i - - - ---�-���oe A � - � ; %; -, - � 1 ���� �, � � �� -° SNOWMELT MAf�IFOLO 9 B I °�`��`R '� '� ' " � ] � � - ' ' � ' �, � I i i I � � I ,-' '�, II I - I i i i i I � R I I , % ; �� sr°' ` 9. MECHANICAL CONIRACTOR T0 PROVIDE AND � ,� � �,u, ,,,� ., ;; i i i i INTAKE ; � � �� ' �O INSTAL� HEAT TRACE INTO CONDITIONED WIIi �" @. '= - -� - _ - ! - - - - - - __ � - - - - - ___ - - � = - -� - - }- -_ i !�� -_ - __ - {- - - - - __ - -�- - - � ' %�' ' - s'' � SPACE FOR ALL UNIT DECK DRAINS. REFER TO ' � 1 � - - - - - - �- - - � - - - � � � � - - - i '� � � � � ��° 1 � � ��� �� 00� � S / -°---° � � I � � �' �°�� �' i i i i PATIO - - - � � '� � � , DIAG QC , SHEET M6. 2 FOR HEAT TRACE SNOWMELT MA(�IFOLD �11 / / AIR � PATIO � � � � I I ' I i � � i ( , % ;�� ' I I ss , M . ELECTRICAL CONTRACTOR TO AND �11B_ _ / _ I 11�TAKE_ I � � � I _ - - - - - - -- - - -- - - � '� % '' - ' �PROVIDE POWER AT EACH UNIT DECK. � 1 � -1 - - - �- - s -f - -t- - - - - - � � - � I - - - - - - - _�[� - _ , � � _ _ _ - ___ -'%;, - �- - - I - - I � 1 -� / � - - - - � - ,. - = i I - L-�,� �\ , 1 NS STUB- OUT INT , �; ' ' SNOWMELT ' �� ���� � � �� � �- - - - � � �� ; , �� � � �� / , -- J I � � � , , , , � T %� , �- - ' 10. REFER TO DIAGRAM � , SHEET M6. 3 FOR � SNOWMELT � I / � - = ' - = - - _ -� I 7 � `►�� � `�\ , PLANIfER . CONTINUA �1 �' , � ' �� I I x � � � � � , � - � � � \� ; � � �� � ZONE #11 I I I � Z�N�E #8 R , � � � /� � / � „ I I � � ( \ ' � ; \�\ IGATION CONTRACTOR j%; ; � ' �e..�' � TYPICAL EXHAUST DUCT TERMINATION. /� � � � � - � _ �� t`"'t� A � � � � � 3 ST RISER. ROUTE W � ;� =______-�_ _,, - I I ��'"'� 11 . REFER TO DIAGRAM � , SHEET M6. 1 FOR ■� ° � %% � I � ARCHITECTURAL CHASE. SNO ELT I � I � _ _ __-- ____ _ _ I SNOWMELT � � SNOWMELT MANIFaLD PIPING DIAGRAM . � SNOVNMEL.T I I � OWMELT MANIFOLD #8 �� �j�, ' I III ZON� #3 � PROP SED FIRE DEPARTMEN ZbNE #7 e �,�,s�''� I / �- ( - %� � ( ( I I CONN�CTION . REFER TO FIRE I I L.e°' 12. REFER TO DIAGRAM � . SHEET M6. 2 FOR �BI�@: �4}�� IL 1�, 2 ?.�P.» j ZONE #11B � � � 2 � - -,'�%' � I � � � PROT�CTION DRAWINGS FOR EXACT ELT MANIFOLD �7 SNOW STO AGE - � ' � CABINET AND UNIT HEATER PIPING DIAGRAM . - o I I � ==1--___==.=� " � I PORTE ICOCHERE I LOCA ON AND REQUIREMENTS. � I � I , - - Q � I ( ,,,��--�''° I , � -- ' � 13. 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