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I 3 September 2012 DRB Submittal 8 Uctober 2012 I Q Qctaber 2012 ! 8 {�ctober 2012 22 October 2(} I 2 29 Uctober 2012 � I 2 December 20 E 2 T�e��: SITE P�AN � � Scale: (/ n � � �r�n ,�$ Sheet: ■ O ceres plus, LLC. 2Q12 � t r • a m N Ch � N � Q^, � � N N a v 'M�' � � � C3 � o� i � 9 � � � m mr oa 0 « Q o w � i p Pi R� `. , ' .. "_ f `: _,,.... ' f . . , , ,,:. � ,t � .. �.:.i---„.._. _--_.._. Z �€'t GENERAL NOTES: `� ,4 � `` ` �' =-� "4j- ,s 4.� ', ` \ -, " � � -.�... 1. DATE OF TOPOGRAPHY: MARCH 5, 2012. EXESTING TOPOGRAPHY PROVIDED 8Y EAGLE VA�LEY � , ��`�, \ ` % � � % � �`� ,� ' , "'� �%`� �s-`�`°"`°`-`- ,� � SIfRVEYiNG, INC. Nc�TiFY ENGINEER IMMEDIATE�Y fF DlSCREPANCiES ARE 3USPECTED. 'Y ��, �`• ,\ �,'t r, f�' ( 4{;� � .-a;;- "���.�..�5 `� '�..�--- °�°;J� ` B A S E M E N T � E V E � S U B D R A I f� P L. A�l 2. THE GONTRACTOR SHAGL NOT SCA�E DRAN/INGS FOR CONSTRUCTION PURPOSES. ANY MISSING �`.. �, ,r � DIMENSIONS OR DISCREPI�NCIES IN PLANS, FIEI.D STAKING, QR PHYSICAL FEATURES SHA�L 8E ', ` ', � � ', 1 f ''����,� / __ `; j e���� J �.} �'� BROUGHT TO THE ATTENTION OF TNE ENGINEER. IF TNE CONTRACTOR PROCEEDS WITH THE W4RK �•, : \, �` ' �� � � � , �����- ���� �.� �. ' 1 ...� �� ..... � Fti 1 _ "--+._°""'"',�'.°.' . + . �� � / - .. � . ' < . � -,......_ ' �`'�. WITHOUT NOTIFYING THE ENGINEER, HE DOES SO AT HIS OWN RISK. '�, �4 � ,� ,,f .�j� ,, r P� /`�~C� � -�--------.-..,-....���v._-� d5 � �% T f� ,.-. 3, AlL CONSTRUC710N SHAIL MEET OR EXCEED All APP�iCABLE STANpARDS ESTABLISHED IN THE ' ` �`, � ��, _ r 1 °-�,��� ��` y�i '-` TOWN QF VAI� ANp BE SUBJECT TQ OBSER4ATION 8Y TOWN OF VAI4 REPRESENTATIVES. A GQPY i �� �' �' �' `", `' � �"" ° Y ' -- " �' ~ t. � � �, i ( � � ;' `w. ,.:'�� � �� ,�rr �� r#� 4w- '�._-...�, .L. �``'�-�. ������`'\� �\ OF TME CURRENT STANpARQS MUST BE pB7AINED BY THE CONTRACTOR. �, � � . , '� �;, , ` i ` ' f$��'� ` � ;,� „a { �° ... , `, . ',�i � �£ ,' 'T` ~' � '�. ` ` \ SUBDRAW MANNQLE � WfTH 4, PR4VIDE DEWA7ERING FOR GRCSUND WATER ENCOUNTERED DURING EXCAVAl70N AND TRENCHING. '� `� ` ' �, �,, ��' ' ?< < ='� ` 4� '� °' �' "' �= -�`` 4�, "r `_ � � ' °° �� � SUMP PUMP RES ME#H. ` 1 �i k , , i' 4 t ' � � '^�J .;"�i � '.YI .,..,a. , '� , >.`� 'ah• ~� �"ra � � � CONSTRUCTION DEWATERING PERMITS ARE REQUIRED AND MUST 8E dBTAINE6 BY THE � �. �`x '' � ' �.7 '� � : \ :, �=° -�� �" . _� _ �,,,c _ � STQNE VENEER WALI. (TYP.) N7 A T R IF N A7 R I NT ,`� � �' " ( . ",, ... � . ��,;,,ti ��� .:'� t. ;..�,t, :' tit t : , '� •k.� .._ . .._, � ;:' RI VIA CRAVJ�SPACE CO R C 0 GROU D W E S ENCOU ERED. DEWATERtNG IS CONSiDERED A PART OF THE � � �, ., .�„ , , # �, � �.•• �'`. -. �-� p7 �# � � COQRf?INATE WALL DRAINS WEEPS AS NECESSARY M $206 5 ACGESS W4RK. NOTIFY OWNER ANQ ENGINEER IF GRQUNOWA7ER IS ENC4UNTEREQ. REFER Ta , , ; `., �'� �:;� �`, � � ?'a '�# X �'" �,_ �, � A � '`- �� �`'�\ ' _ . j ^; r , :; -- °< , � �`'�� ; SU P E�EV 8 09 RE: ARCH. 8c STRUCT. M 7 GEQTECHNICR� ��'U�tY ,FOft MORE INFQRMATIQN. ', ` ` ' �. � � �-� u,,' •r � ;, _ � j-� '' �, a Oc3 - � ON ELEV-7BD AIARM ELEV=TBD (TO BE DETERIMINEO) 5. REFEC2 TQ THE fr�v it'."'�HI�11CA1� REPQRT �'OR t'U�?ILS REGOMMENG?ATICINS AN� F(aUNDATit?N DRAINAGE ' - 4� ~ �`�,1 ° �a' ,� '! f �,:; =`„',d •` � ��' ,`^:7. r �' M?x t;� ��`' INV IN �SW�=$$.(J� °'"� p� REQUIREMENTS. PRQVI�E FOUNC�ATI{3N SUBDRAIN AS R�QUIRED �iY TME STRUCTUF2AL ENGINEER � ` �'`� �°`- `� � `` � £ x' `�`` ` ' ` � " `�'. " ` ' � AND WA7ERPROOFING CONSULTANT, `y �� �^', ' �~ `� � � `' , ;-'� ,', " � � �f �,,;,� f1 ry /' . �°`a�, y � \, „�-...�NV (3UT (N��2.77 (DISCMARGEj �.--'`"`� 6. PROVIQE SUBDRAINS BEHIND AL� RETRINING WALLS & P�ANTER WALLS, PER STRUC7URAl AND � _> i ' ' V `' ' ';; �`��c �> ~ � " 1 'f ,r � -` ""�""/` � \;,-,..� .. � --.._, -°-...._... _ 1 ����'\ �, ).t ` . - .w ;5x � �J 1 }s,}� r ...s, �# e f / '._,, F J �' i`_� i` �.�i / �'�.��. `°Y. .. 'e� ° ` °� nC �� ` ....._-_. ....a..✓ "__-"`�. GEQTECHNICA� ENGINEERS' RECQ�IMENDATIQNS;x, / � � � ,� ' `�.� u� � �' `LL y°"� � 7. REFER TO ARCHITEGTURAL, STRUCTURAL, AND LAND5CAPE P�ANS FOft PATtOS, HOt TUB, WALLS, t y � I � '� -,r `.- ..-��1 , ;,._ ;4 ,n,, _, £ '-3. : %`%=� ' ;;'.' F =;_ .';i.; . �~~~~~ I �r � ,� „_ (j��� _._µ._� � M�f�T�p Al2�A� pLANTINt�S AND t�7`H�h I�RqPtJS�C1 IMPR(JV�M�:NTS. ; � 1 r i ' � x �,� `'',r ,,, r ,� � ,:� ` r , ��;':�r , !.'`�� � ;'.;'% "� �'� '`, ' 16 a " A� � ;, \ -,.� •,..�Y °°�� {;� . / ,,, � � � � / / $ � x.. i ' °'",•.a `d' ``5 �- «. �'m�.W.YM. K.,k�a�r ' ��... r ��.;v� r':, '`"""*`.3,�. *a 4 � .. , .' , . ; �. '�.r�� rr n �r n f t j � „y ,, �, i , r'. ^�. �"•3., r .'�.� �Y'r � `� '^*�.,, 4 a„ , �`� `�.. 't� � .�„ t. 8. TW AN� BW INOICATES FINISMEI? GRADE A7 EXf�QSED WALL. RE�ER TO STRUCTURAL t?ETAiIS \ K P / f r t.,, �;,� ,, � ; �A ; "'i . .',,�..�.�„,.:�,.,,, '',., e;i,:'..�:f,.; ,s;; �� .,.;,,. ; � ' • �`"'~--. `�� �-..�,, .,, FOR ACTUAL ELEVATIONS. ` i � ,r .- r � �, , A.A , ;. �, --" ,I" , , � . , � F �. r'�'�r > °"�,._ ��"°°°�--�,y" .. .,. �.� � �� t� � �� \t, i j e� . � ♦ re= �,-�. i � ', � l�". �� :� �.'` r ' , �* f� . ,�,� t °.� �:',; � ',... iv ....r� �,�'+..,,, �°'��;i;4 �o.��� .....«,.... _....... 9. NOTIFY 4WNER AND ENGINEER IF NEED ARISES TQ PERFORM WORK OUTSiDE OF PROPERTY. `q ', ; � � ,' �. � � ; '`a `�''� l � h:�"'� 4 `a° .;i` '*.. �` t�8 ,r' '�, ,:�°`°-.v., °°- " ..,� � '� � r 1'�. ..1,�� 1 ` ' • .�}rt� ��f - , .� "��..,,� �� +.:t.,r ._�� t' �.,% OBTAIN Wf21TTEN PERMISSION i0 GRADE ON PROPERTY OWFlED BY OTNERS, DO NOT PROGEED ``� � � t �,� �� �-��, �� ,.�' ��...,%; ,.i;`��',! ;.'�f��� \� ��.,�. �`\„� ._.,��: �,,.---�--._. � WITH WORK UNTi� PERMISSION IS OBTAINER. � �`` �' � ` ' ' �� ' ' " 3 ,�,, ;} �.� 4 i s - � � ', i z \ '�-.�°-$�`° �9 4 , ,v ^ . _.. �� `��,.,� ��` ', ' `, �. ` � <.i;'° ;.... ' �.� �. - °'. ` , .: ; : . I..,, �. '; :; "� r'---,�--j j-- ' ' � �.�'; i . � �,�. _!,r . ;%, F ' �` � �... . ,,: 10. THE CQNTRAGTOR SHAL� PROVIQE AL� LIGHTS, SIGNS, BARRIGADES� FLAG MEN OR OiHER DEVlCES t . i : .:-. %,.�. ; . -, : < �. �. ,: . 0 ;.< .�.. __� ; ,- �, �.2 ; ;, "; _ --a. -,y 4 ..� _. _.., �4..._ rv `----. NECESSARY TO PROVI�E �OR PUBL.IC SAFETX IN ACCQR[?ANCE W17H TME �URR�NT MANUAk. OF i � , , ,, .; , ," J� p� I `, , ��,•;' � � , ! � r � .23i9�` , ,_ :� �' ' '', ' i .,-;""� .�,�., --.., ``�,,� , � � �-._.-. �-'�,.- .� .:, , / J � ' ,, .. �M.,:- 17 „ ,, � ^�� r �"�'�.� ` • � . � �: ,i i ; lJ� ...br, ,� ,, � �r'r.: . �� ,v.y�-. � �. .v'�` :>. .. ,... ��r�..awi.�! n:!��srrs!!1JRt+ww�i' � w�ww��.�ir �y . . .¢� . < p� x� , ,,c, F, . ., „„ ..:, `+� ����.. \ �, .� , ,.::.,'.,:r , '�-.�..-, .',�l;,r'-, _,.,,,,,�:.��. , 1'.�. , ,. r:. , , qy .,,.: .: , , �, .,,��, �-k �"��'; �f ,.....� ,..., �_.,..� ,,.., : �`y�� "`�-... 1'^^-,.. •..., UNIFQRM TRAFFIC GONTROL DEVICE5. TNE C4NTRACTOR WILL 8E RESPONSIBIE FQR All. ,, C . � , �-'�. .,<� i , . . ; ,,�...,: . .,4;, �°_,°~� _ . � ":�.�.0/6.. . 3. ., ... t.. .�. k,. rt" '' �°'+..-....._....rN""�'L �"'.��`^"`+.,,,,, ""'^ � � i �: � . � .f y .::,.�x S ._ ° Y 1 J ,. CONSTRUCTION ZONE TRAFFIC CONTRO�. ` ! '� 4 ` 4 '` u n t � f � ( ",:? c�'. �` �µ@ �%a�t S ,./`'.,,�'1.`l w. �� a��.�,.,..� § < , -.. :.-..,3,�.�„i , 2 .j ° ... Yr ��^`.,�`., �� ��"'T'`..,...___"-•. ~1„w '`".,...:,}sK`�.�„ .,,,, t'�\\ n i,. 11. C4NTRACTOR IS RESPONSIB�E FOR THE COOROINATI�N OF ALL WORK SHOWN BY OTHERS WHICH EX. FLOQDPLAIN `� ; t � pj i/ ',; ,� r`�'' ` ; g:x. `'�' `<, 1g u",t ,.. ;" atr��-., '�`'�. °"-°��'� D� � ? � v . ��,+` i x`�.; r ..2 ..' � � � � i � ,',....1�' �; �' r :� �1 �`"'• "'-_.,� \ INCLUDES BUT IS NO7 �IMITED TO INSTALLATION QF UTILlTY COMPANIES FACI�ITIES. ; �,, r x �„ , ,,;v,; (8195.50) ', �;'� o =§' ;? .s�.,, ,,- ;;;---..., `,, "� , 12. OBSERVATIONS OF THE W4RK IN RRQGRESS RND ON-SITE VISITS BY THE ENGINEER ARE NOT 7Q e'� j j} � �, ;�} _,,,.,.;_i_ ,;,;' �" °"-� �_ �r �_ ~``~� ; � � 0 �`'�, � � � . O /� � . ����� / .� ..._..�. \ B� CONS'fRtI�Q AS r� GUARANTEE C7F2 4YARRANTY BY TH� ENGINEER pF 7H� CONTR�ICTOR 5 �1 E{ . ' '-� t i", � 2.2 � y,f,� � 18 "'�'.3"" " ��� �"�+�,� '��� `,� , i, : i 1r � 4 .; ---�-.-F�-�„; r�-�,-�.,, ,- �2.3313.4' � � b��io : ' `'` / ,`,, �_'.'SU �,, � �,. h,,, ,� � GONTRACTUAL RESPONS181LITIES. � „_�__,�___„__„_:,,,_��� �, MP PUMP QISCHARGE TO -, P OPERTY I,INE 7 ,` �� 1 � . � ..,, � • .� i � � : { (� ..`, '� f .� r`� � F , y: i \ � ,+`+• �'+ •�,,, 13. CORlTRAG70R SHALI 08TAIN AT HIS EXPENSE AL� PERMITS, IN5PECTIONS, AND MATERIALS ; , , ; „ , ;, , � • �- x - 1.0% , t..� � � � . �_� X � ,.,� ;; UN�ERGR4UND DETENTION STORAGE, ;$ � f k `�w��� ,,�' �`� �� � �� � � ; { � - , , -:ca ' ------ , + , ,,_.;.:,r, �---- �-,-�-, . ;; SEE BE� W �., �; % t� �, -�,,, TES7WG� Wh31GH ARE NECESSARY TO PERFQRM 7HE PROPQSED WORK� tNCLUdING SQILS ANQ j `�` ! � ,�.;,, - ;'.' . , '%i. ,, ;; - ; . , ,� i � ,:r i , ., , , , ;,• . ., ,; �, �,,: ; " : , Q • ;,.� ,� / * > ,```• +' � ;; r r,, , t � / r �. . � � f� { ,^:r �, . f.l. '+ , j;,,.�. .. Fi�; , �. % .��, i / .'"%J :rT °`,^-,'•„ ��i:. ._.-�'T .l� �U /"�._\ `.,� COMPACTIQN TESTIh1G. COPIES OF Atl PERMITS, INSPECTIONS, AND MA7ERIA�S TESTING ftE5ULT5 i 7 `' 3 , , it� � ' w ,t� " � . ,� , ° , � ., ; �., , .. r � ';, ,,.; „ � `�..;'"';`�: ';: , , �,... , """"-i-- � �� / / "� �. � i + ?iti ';r° � :�F� ',r^t: � � . ; � f�J ���, .; �,� , �/,,. /, r : F . � �. � ' � � , ;f. � J'� 4 � J f � � , . , ARE TC7 BE Sl.i��liEQ TO TNE QWNER, ANQ ENGWEER AS SOON AS PRACTICA�. i ; , , }. � -. , � ., ' ' • + 1.Q ;; , •�; . , ,, :; ,, , ' � ( ' ;;'; , �.� � c`?- , � ;.. � � ! - :; , , ,,, � • � % i, {\ � , . r , , � � , � f ; r ,: <% �,'� %; ' � � '� � ; , ' . , . Cjr 14. THE Cf}NTRACTt�R MUST INSTALL AND MAINTAIN �ROSiQN CONTROL FACi(.ITIES PER THE , , °;,� o;-,, �.;:T; ..i --;,. � ' , �.. _ ; ��.7 ,. .,,, �,,;;� , %"�.� ;;;i, :';i•' 1 � xM `�,, !�\.� `� \ , : . A r� t , � �...,. � ,: ,;;r.: �,o,�, �� . : _. � _,�.,� ,,�: � �:.: . ,; , .;;,; `. ,'; , ;;� ,� �-______ -.�- # to � a '_ , / ' ° `., �.. STORMWATER MANAGEMENT PL N. AR[7f ONAL EROSIQN CC?NTRflL MAY BE REQUIRED t7EPENDWG t F �� ., �-�M.�;.�_.__�_._�..� � �_p.._,. �_ _� ...��. _ ,; ;,�';'jj; ,,,,. ,.� "�� �S,t, / ```�,,, �` t}, '� QN SITE CONDITiONS AND WEATHER ANO IS GONSIDEREO A PART OF THE WQRK. CONTRACTOR IS �, '; ; � , , .' °;= E t ' 1.0°r � p�u'i I �----' - - -� -- -� %';: .' �'� �' � ,F;� 1 ���' �` �` , �, � ..� A. iw� f• � S i �':. /i�: . l.�i�'.�M ` �. ` l` RESPtJNSIS�.E fOR HAVlNG A CDOT CERTIFIEC7 EROSION CONTI�OL SUPERVISOR ON SI7E TO ,, �; � , , �t � �:. � _`, 95 3-'''����_�_ 12 6 � , `-i`" n� ____._ _ _._ _ �.7�`�_. _ _ ; ; •%i,!r ;; $ �� :' ;;.� ; � :" � ° - � . /f � : `ti,\ , ~ � �. ; , , � � f� � 95.2't-,� +b� � ��.��.. . _, _ _ 8.8..QJ � T_� ,: , � 1. - „ , '�,: , , ' ` � ° , ` � �.�v.� `�. REGULARLY INSPECT ALL TEMP4ftARY AhI� PERMANENT EROSION CONTROL MEASURES. � ; • ,3 t�5 `__. � a�?�o0 � r•ro0 "`"' '! � � � � �!�- � 1.,. f `'``, 1�. THE C4NTRACTOR SHAkI. MlNIMIZE ALL OFF S{TE SOIL 7RACKING. AL� SOII. TRACKED QFF SITE 4'! T; , _-J�:%� j tn�to'� � �t3ii � � `� # r �,._,'�j �� �r'� � f ; `�'r '� � �4 r? 4' `'`' SHA�L BE IMMEQIATE�Y CLEANED UP TQ THE SATISFAC710N OF THE ENGINEER AND jOR OWNER. ' ' �"' ' f �( 92`� �� i �i� 's'i "�; ' � � ' -�,-!' 1 - ` " F �"`` `�`` '�- ! � i , : i��:� . ; � i t � � %' � , , / ( ' � �, �.. f �,l '�;`...• �, , � � . a.. ` .x. ' ! t \ \. � ' � 88.4 �;: 2 0%: �,� ; ' '., ; 1. i �,.,; ,: , r,..�, ��� �, y � i6. ALL AREAS DISTURBED BY CONSTRUCTION MUST BE REVEGETATED ACCOR�ING TO TOWN OF VAIL s ,;:;; t j � � i %� ,,f 9,4��.% ' g,4- ��° �� `�n` ,,, . � �� � STANOAROS. CONTRACTOR MUST SUBMIT A PROPOSEQ SEED MIX TO OWNER PRI�R TO t 4 � ` �; � `� � � 197.5% 2•0 � , ;; ,,, -,i. � - ------ - .� " � ,�,� � ° �y ti,,,`,<�� � ,,� ,, ,�,,� . '._ } <. 1 i . ---..- } � y ., �; (� / / f � �✓ � � ♦ 2.�d � 'i ..� �i���� .Q o ��� �4.2% '-� a �J " . I � F t � 1 � � : �r .2 2 1 / �.. `� � J : �� � �� ��� .iJ REVEGETATION QF THE SfTE. CONTRACTQR 15 RESPONSIBLE FOR ESTABLISNING FINAL � � j ; ? r 1 � �, _____ j.Q%'._.__i.,.$.____,....__ .._9. ____._ -�. �____ . ' , , ,,, � ,, {' , % G -, '`�., °�. �,.,, S?AEI�kZAT10N QF THE �ITE AND SUBMITI7NG AN iNACTIVIATI�N NOTIGE PER THE REQUIREMENTS j . r' �'- �-;` •� `-t���-�� ri ��.- - - - ' � �` - - ' % i ` '.', `; y' �� � `� { /�y�+ i� ., '` •y ``, \�\ � � i . � � "`.r--� � �4i.�_._,�..��� � � !r/ � ' % � i�.�, � .,� r�.e�� .w�+r .�w `z .. .4sC74 � �f�� A �C�1.�' � �, ,.-.- --,--�-, � 9,.�� - � _. _ �_---- OF THE STQRMWATER CONSTRUCTION QISHARGE PERMIT, IF APPLICABLE, ' I � ' ' • % '!�, r f1 :0% t:: ` , -•-._,,,f' � 1 "� t� '`�. '` '` i � , � ` , �,; � �_ � ' . �, ,. t7. LIMITS OF DiSTURBANCE MAY VARY DEPENDtNG dN CONTRAGTOR NEEDS. CQh1TRACTOR Td VERIFY � � � � { � � ��t , .�,,/` ` a ' � - --- �� ��,_,���� /� �� :� � r`� ; . �;�, � ".� ��p L' ''"`� � �;'`'f /' �t` , ,, jr ``�,,_ �"' ` FINAL LIMITS (aF DISTiJR�ANCE, I� t�ISTUR�ANC� IS ESTIMATER BY CON7F2ACTQR TO EL7UAl, 4R ; ' i I3.+ � �"` r,. � � �� �����°-�•- f),J` '!f, �;, ;%," •,' '�'o' G?� a� �±,': ' / �I �``�,. ~'\ EXCE£D d.50 ACRES, THEN A STORM WATER DISCHARGE PERMIT, FROM THE TOV MUST BE ` � '� � ; � � � ?I � $$,4 S 7.9' � q I �. �' % '' ' � �`'�*'•��' �*"+T � + ° ° rf / �'" ``� ``��'°� ; ' '( ; " + Q, � i � $.J3 / ; / ; ; .r . �.- ��; . i i, a?" _ ��, \. �'*� �"*�., APPLIER FOR BY THE CONTRACTOR. !F AREA OF DIS7UR8ANCE EQUALS OR EXCEED5 1.0 ACRE, a •' ?� i `�-°� �' r e i ` �''�;r�,'f `;.--+`" � «� � i_. g ( � � �, , icv � a� `�.\,-. 1. � THEN A STORMWATER CONSTRUCTIQN AC7IVITIES COR030000, FROM TNE STATE OF COLQftAQQ, 3:� i ' # t� � (p n^ /�Q ' ' . ,` i t �,a?�,' � p$ �-, "'+� ��'} ` C i � f / �' � •. � � � iQ�+74�VU� 1 I �� � ...;''j � . 1 ,��, i �/(� i,� � , "..,�. ' %;, COLORAdO QEPARTMENT OF PUB�IC HEALTH AND ENVIRQNMENT WA7ER, IS REQUIRED FOR THIS , � ' t ; , � � � � � . / . !; �'- � 0,31 � �+.-, ;�' \ '� '`�� , . � _.- ,_. I . ' , , , ;,, + �,/'� 17.9 ,� ;, ,i �, PROJECT. IT tS THE CONTRACTOR'S RESPON5IBILITY TO APPLY FUR THESE PERMITS ANp AQHERE ;' � r ��-- ,. � � � 4 �' , ,.<<F " ' ' �"""^"^'^ oy ��'"�"""''f � '�'rr" r , � 1 t ' �.� � �r�� �1 '� � �--� ' � '• // �. 1 ' i �.�! ( '' 1 t' l TO THE REQUIREMENTS SET F4RTH BY 7HE STATE QF GQLORADQ AND TOWN 0� VAiL CONCERNING �? ;� j� � s� � i �'°'- i i . i ` 'l �" � -••= n r !'`' '� .°�a ` ' � EROSION CQNTRQL. � t; 3 ; ' � i °' �" � ' � � � \ ,. �#' �� ." i 90.4y- � ��� ;;% . °t � 18. THE CdNTRACTOR 5HAL� TAKE AL� APPRQPRIATE PRECAUTIONS T4 SIGNIFICANT�Y RERUCE ANY , _'� ` 3 %�! "'` � E � i ;. I � f� i � i � ''; : f r / i� � r o �, _..'T_ � (8193.33� -'E ' i 7,9 J GEOEXCHANGE BORING & PIPING POTENTIA� POl�U710N CAUSEO BY NIS ACTlVITIES, INCk�UDING VEMICLE FUEUNG, STORAGE 4F ! k %� i '. i„ �`'i� p� - :' �"' � � , � `�-, � ' b�,r, L��r. `��t�i b��^ � ; � ,� RE: M�CH TYP. FERTI�IZERS OR GNEMICALS, ETC. THE CON7RAGTOR SHALL HAVE 1DENTIFIED PROCEDURES F(aR 's, '' � ; p � ( � ,,, . �) � �� �� , ��,,N I h,r�t? 92,77 ;�, � „ _, : F { � s i � t F - s �N ,E'�f' � r� ='" � NANDLING PQ7ENTIAL PO�LU7ANTS AND NAVE IDENTIfiED SPILL PREVENTION AND RESPONSE �; , � ��� �r�Sy � ���""\ �.��M � v �� t --•`' Q� ��� i ;, � � ' , ' � 1 1 � \, ,�,�� .�-� � �: i , PROCEQURES PRIOR TO ANY AC7iV1TIES AT THE PROJE�T SITE. f ; r � } �t I e � � , �� %� /� 19, fiNE GONTRACTOR SHALI. MAINTAfN EXISTING DRAINAGE CNANNELS ANO IRRIGATION FAGILITIES ; '�� �� s � l � / �/.', �' �' i .� i i I � BASEMENT CRAWLSPACE � �� ..,. 1 1�l7�� � �` / Y i 1 l `Y*�.. ° .+' i � � � � I.` ' l/ ' QURING CONSTRUCTION AS NECESSAftY TQ PR07ECT ROADS AND PR4PERTY, AND PROVIDE '; + ; i ; � � � i ; ; � $3H *., IiE: ARGH. & STRUCT, ; - � ,. �, , � A CONTINUOl1S IRRIGA7ION SEftVECE, k � ' ? ' } 1 � l, 4 � f � � ; � �, p� � �� 20. SAFETY IS THE RESPONSIBtLiTY QF ThIE CQNTRACTQR. THE ENGINEER IS N{}T RESPONSIBLE F�R ' , , > `� � �'t� .�� gl � i � � '�,, , f �81$6.92� �2 �d _ 19�9 __ O� '- , s P� _...., -• --- ^- ----___.._,� �` � �n ,. , . SAFETY �N, 4N, 4R ABOIST THE PROJECT SITE, NOft FOR COMPLIANCE BY THE APPROPRIATE , ' ' 4� � M i � ( /! f ,"�� *�', , k '^, ; : � - \ , � � � � � �_/ , 93.3 1.0� � � , , , ,- .� s 1 PARTY WITH ANY REGULATIONS RELATING HEF2ET0. � ;� INTERIOR BASEMENT S�A$ ; � � � , �--y Hp �"'- .�}2..�lU-' !� � af y �� 21. ALL EXCAVATIONS FOR UTILITY UNES, CU�VERTS, TRENCHES, OR TUI�NELS SHALL MEET 7HE 4' `"" � � ° , J�' '� � � � ' _' ` ; UNDERDRAIN {TYP )'""`�, -- �," ; i���lt_.._1 � ,, � , , ,,' ;. i �, f ;; ' � REQUIREMENTS OF THE OCCUPATIONAL SAFETY ANt] HEA�TH ADMINISTRATION (05HA�, COLQRAQO , ; ( ; ; , �f ; « , e �'�-8$.56 �p;�t � , ��, , , j 9� � , � R. .� �:; ;.;> f,,�,,, � INOUSTRIAL COMMISSIQN, COLORADO DIVISION QF FhINES, OR THE COLQRADO DEPARTMENT OF ` _, � � ; 1 ! �A ' �i; �- , , j ' , �- j „ !� $ � � �%" S '`l r----_ 1, , �f TRANSPORTATION WHICHEVER APPLIES. `' `. ` ��; t �!` '�"""' j' �' ' �� ''�� '` f, j !` �'� ��; `" � �l� ( f f � 8$.66-� 3 I r � ;; < ) } ,, t ' ,.: � ,,,• -, .. ...,_ _�«r ; � , ' r"'' � r �-.� ; � __. 22. 5TAGlNG AREA I.OGATION 70 BE DETERMWED BY GONTRACTOR WITH CdOROINA710N AND '.. r � • , ' , '� ! ","`,,:::. ; ' ' ; -,,, ,, ,. - ---_.- ., 'tt� j.,�%','' --.-, "'� ,'' ("''-�. M�t= l.b% + �;, ,' , , { �� .�. , ,to ,r. ...,r,, ;, ,, ,, ,, � - - ---- 1.a� r14.7 � � , L `--�-�--7.-. ,.� ,, ,> ;. � - - - �., _ _ ,+-`" � APPROVAL BY OWNER AND ENGINEER. A�l. CQNSTRUCTI4N EQUIPMENT �'UELING TANKS FIEId `� i i : + i t.-"---- "�` � 't'' `" ' �$:3 ; : �'N�� � ; `. i. :: 7�j`; . ; .-,� . `': . ,� •nµ�_1_____ ' ! � ,�''`�.�- 5 «�5 ,/' ta � ' � , � , `' , , , _...., , , .----- _ ; �_ -_ �. � : , . . . , . , . , ,. , �;! �918, � ~ 9 . Y 1.1 p� ; - � ti � .�.,. OFF'IGE, MATERIAIS STAGING, ETC. SHALI 6E I.00ATE� WITMiN THE LIMITS 4F TME STAGING AREA. � � 1 i i� ? iS: Y�_ ,,�,.;�3, , f� ,.1:Q o, ��„ �;-;. �,3;L,G�;� •:�f-' } ,'%�'; '' l � 3�3� " / 3 1 ✓' -._ � �,. t i 1 i t `.'J 7< .,l:,.. ,,�_,_.feR ��.:....�,..4F-�.......s.<.:._:._ ., :. � F �F�; ... ;; < : �:-,ry�T7�.�..r'�y".>�ii�-�4.. \ .�a...-�.�..._.� -^` (,3l .., 23. QISPOSA�. OF TRASH, A5PHALT, CdNCRETE ANt3 CON5TRUCTiON DEBRIS 1S THE RESPONSIBILITY OF , i , , j t � � ,, � <--- - ---..----- -.--�-.- .--._-�- ------ -. ,--1 ,, : , ,, , '};,; , � ';` > �t _ �-°' ,,. 1 e ..�- THE CONTRACTOR ANO CbNSiDERED PART OF THE WORK. � ' 1, '� ! . : ' { 3 �-' �,� � ` � ' ' � ` "' ` ' � � y ---• t 1 � C` i � , f i � � � .-.`--..1.h t-, , � 1 . � � r � .. ..�.. ` f � "'........,...-...,...-. , 24. PRdVIDE HEAT TRACE FOR ALL RQQF DRAINS AND DOWNSPflUTS TQ AN EXTEN7 WHERE `� ' � �( � � `� ';f • r� �' ,' �-�-�. �.. i i��i �t� }' �'. l { S ,, i � ; ~ �� r-^'; `, � , /� § . ,' i, , � � ,' , �.w-1'`"` �'"`-,-�L �i � --•-. � %� � ✓ , f � '.-. / ' ''.r � �. ! � / � , ��.', / --��� f i,:ri„4 j. �r Y CONNEC710NS TCJ THE STORM QRAtN SYSTEM AftE BE�OW THE FROST LINE. � � � � , r , , � � � -, �� ��~�"`=�.�{' '- `y"' � .,,� ' .-"� %'`; � `; �t� ' ; ,.' { t ^ ii f . �`� � „ � i r , .� ! { .l� , '�V.� � 1 lr {-� � ,' . �' ` / /f f i. . �' � . .� /,� i:. :^^`..`�-...�'�.».....-..� r""",�.�*'-`'�"��^-'•-�._ ✓��} j 4 % `-. -�.. `` `� ? '` �, `` i ,� �� , ' l, �� '' i ' GROUND LEVEI. WA�� _� ku� __. _��' , ..-,"";�:: ; ,:�tl� ,'�`�- � "----�--__.____ ------"` ,� � , � ,,,. .,�, U `�, � � '�'; j � � ,��,: , r ;`; , ' ;F l, �,-� RE: ARCH. & STftUGT , t , " 'i+ � ` � � j ' '�' „ "���-�-� �'L '� `4 \`,1�`' 4," ' � ` '�' ...-,.;�=ry- '�,- .BASEMENT WAI.L Y '.�`.";'" .,,,`._._�:�--�.,..-�._�___. , �-_ i �.._. / .k�' `'w , '�;. r _ ..-�,-k'`~t"l,,, ,�; � r ,� M TR '`�' �_. _._�.,._ --.�.�.._~ � �,y 'r ' r �' ' `-..� �.,` � � �' _�� ,,C';`�f � `�... , . , , _,.�. , _._._ _�. _ _,.. _. , -�-� , _...�- PROPERTY UNE ' � � , � � � ,� --�i� ,r� , E. ',, --------..�._.�._., � ''' � ... ,r, , � ; , ,� R AR� T . , a _.. . r x�t `�` l��'i +�� - -� .� i � t � '=t . � ...-_.�'+.. ' ��,�--''�� 4 � � J,; {, � _ , t , _ , , , ; �.�.;,. . „ r _ .. , , 1, � � , ; ; r, � f., °�.----------_ _ ._.�.. `'�t�� � � � , . , ,.; , � , �- ,f � ,, , : , FOUNDA710N -� �.__. , � _.._.. s�. � , , r , 1 �i (J ; ' w.j ;,.',` R .;s J:,`� `; �,...� r � - ' ; `'i %'„� APPR4XIMATE S E ING �<� ,�_.. `--"� _. �. , _ �_ , } � : r , , .„ , .� �: , RE� STRUCTURA� ___ , � � ____ ; , , ? . „ , „ SU�DRAIN TYP, , ,, r �, ;`�,° ._ _ „ , , :, , R ',,...�t __.....�.---- .�.. ( ,. � , :� ' "0 / � ' �_ ,� .. ;, �,. � �`, � � HORIN R TER� _ `'r . °--...�.._.....�_, . �•1 r?j.�( j� ) i '•� rr:'''y� .f/r ��rr� �ti -,;, , ,:. . _ �` -��'=,;�� �;��,�, R . EX�AVATION --_.« � m , �� � ; .. , _ . .__ _ _-__�_.__w. � � ��_.M. - " LINE � � , ,,� , ; ,r� : , � � ,� ,, ,.=- � , , , � , � � �� - �\ � ��"�� RE: OT ERS {TYP� _ , : �. � , .. , . ; \ � ' �`,� � , _.- , . �,..:'. �, . ..4;r , �.-,f, . ""� � . ' J ' / E� _.. . � . .r-' . d" .....�--,.,�` . ,_,....._. F � -t . . ' . . ,'. ,_. ..._.._,...., _ .„._ _ _ _'..�- �j,j/ / / . F f'`�'j� f�'j J � E'' ; EX. 30' .STREAM SETBACK : ` ` 1f1� 1LL i�1 t�� LL� , ,. , , ; � �� -- -_ �., _ ��.__ .�.. � , , ,. it- ' � , 1 � ' /. � ': , y . - �f .�i i (/„� _ ,_,�.,_ ._._. . F `, ��"�� � � . A �`s,, � ,' � , � �., RI5�R FC7R MAINTENANCE AGCESS =-"""����� 03 � , , t � � fr � d � � . : ,;,,•- (�� � � : - � � ' �'�. ', � �` �' � f"��� .-=- �' - - �. �OWER C�AW�SPA�E LEVEL SUBDRAIN PLAf� � � �.,� FOUN�ATION SUBf3RAIN NQTES: `��. ��, \ ;� , .�°.-� `" , / �� ,° � :,�--.-�---- j' �2 SO��D HDPE , 1 TMIS PLAN IS rN`I�Pf(�DwFOR FQUNDATION DRAIN G�3N5TRUCTIC?N QN�Y ` ` f � �` �° J� - _ �- - - � ', ; ` ` � � ��- '� (5EE PLAN� ti � � ��,` � GRAPHIC SCALE 10 0 5 70 20 4D .�._., ""'_..�__..."'.__.�..... . . ( IN FEET ) 1 inch = 10 ft. � � i � � W ` � . � • e _,....,,.,._...,______�� q.�, SpR-35 PVG RIGID RERFORAT�D PIPE ^-- - -^-- 4" SOR-35 PVC RIGID SOLIQ PIPE V a sa�-3s avc Rici� sa�io �i�� C�AY OAM CC}�lNECTiQN 0� PERFQRATED PlPE TQ � ' ��'�'��R�' S4LI0 PIPE UNOER F4lJNQATION e� c�EaNOUT �3.79-'' PIPE INVERT ELEVATION 1 49' FIPE GRADE AND DIRECTIpN 18.3` PIPE LENGTH (8iXX.XX) TOP OF F�OTING ELEVATION (RE. STRUCTURAL) APPRQXIMATE SOIL-NAIL WA�.I. OR ALTERNATIVE. REFER TO SMQRING DEWATERING. RE: 4THERS FlNI5HEp GRADE 3' cove� , PEAK LAND CQNSULTANTS, INC. 970-47Fr8644 FAX 970-476-8616 100Q LIONS RIDGE LOOP VAIL, CO 81657 � � i � � �,, � � " �i �: � � � � � � -r � � � �' i � ' ' UNDERGR4lJND DETENTI4N STQRAGE VAU�T � ` ",� . ' '" � " �� --°V"�`°"�"" : --.� � ~-- � I i2" S4�ID HQPE 2. TYPICAL FOUNDATION DRAEN SLOPE IS 1.Q% MINIMUM, UNLESS INDICATED OTWERWISE ON TME ,a ;' , �„„�,� �k 1� �� .e,*�.�:,�.��} � ; � �., %tf��%�'�T I,� RfP RAP OUTFALL � . � �' CMP T4P ELEV-8202, CMP BOTTt}M ELEV=8197 ` . r�, ,� 4 , �, � `' �`'� �' 49{=' r ,.y PROT�CTIQN , �; . ;, � ) P� ANS. - -~ J �� 0� „� , 1 14 (.• .I 1r } EE PLAN 3. F4UNQATION LOCATION5 ON TMIS PtAN ARE APPRQXIMATE. THIS P�AN IS BASED ON STRUCTURAI VOLUME S5C? CF" �S�E D�TAIL i�N C1.CI� `` �' ` � .k }tl. � .e.ro\ �°^�j> jr � _ _ ; : . � ; h � ;:' ��: � ;,; �.._ -�;: ..:, , ; � f-' <; � ;f-. FQUNDATI4N SUBDRAIN SYSTEM pISCHARGE PIPE � CMP 70P V.=8 0 : "�- �' `'. . , � ' � ` �t, � IN�ORMATION pATEO i2 3 2012. ANY CHANGES TO THE STRUCTURAL PlRNS MUST BE ANG�.I�AR WASHED STQIVE IhlQICATED BY HATCH � y"`�,� , ; ;,, F.. :_ � , H•,. .,. „ !; ,,` ,;: �:; � ,... � ELE 2 2 a. �, �_. � ` w,�„ ._. ,,� COORDiNATED WITH THIS PLAN. ,: ,` , , . .:„ � > .,��' , � ,� -ar `�. ``'° �� . . . . . . . .. . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�, fLQW FROM FOUNDATION 1 i �, «. „„ , �._ �, �� � ; � --�-� ,.� `"".-� `'�,. r�' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� � � i ,; r� '� 'j ,� �:- ��, � HIGH FLOWS � •�� • • ��• � ,. � .' , 4. REFER TQ APPRQVED RLANS FOR STftUCTURA� ARGHITECTURAL �ANdSCAPE AND ADQITIONAL '� . t. `,, � '.,. ' t � � ` ' � -- . ...•.� .�.....� .............•..�...,...... .... �,, � � � ' � "1- �`'~�-.� � , , , � . , E , , �r � _ ,.,,, � � ; � ,. {� , r� _ SUBDRAIN SYSTEM � .>�. � � `�.. t. � _... �. � "'" .� ,. ............................................. ..... INFORMATIQN 8Y OTHERS. '',, � �, .., .� � � , i � � �,. �' °� �� � `-. �.�.:.� ___ �09 � . . , . . . . . . . . . . . . . � C7� I� 0] 0� , i °�:a .'s,��.:. . 'ri.'. ......... ..... Q <C Q Q �. � . . ;; , .` ;. ; .',, , :..� . � ,=` '.. ;< 7 : :3'� �SIJBQRAIN MANHOLE 1 WITH t�« � 1 �, <, ti ,. , , ,. � _. .�, .: , ; ,� ,,i; .,., ,. �. � ;, , �„<<... �: � , .: . . . 2 . .S:Qtlp'.NRRE'.STQRM'.aRAIN.' SEE'.PLA . . . . , . . . . . . . . . � 5, THE CONTRACTC}R SNALL GQORQINATE SUBDRAIN CONSTRUC710N WiTN MECHANICAL, E4EGTRICAL„ �, .�, r r �,z , � � �� �'``��.,,d � �"`~�-�-,.., < < �`'`-..,� # � �'�7 { N�.' � � � � . � . , a. * ,, � ,;, r,w . , , .::�r � -�,., t # _-:%� SUMP PUMP RE; MECH . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.4,'.'. . . . � , � � ..- > , � `� � y` .:: .:: r � � �<: g ~-�_..,< � } . . . . . . . . . . . . . . . . . . . . FREE DftAINING ANGULAR WASNEQ STONE � AND P�UMBING PLANS. ANY DISCREPANCIES SNAL� 8E BROUGHT TO THE ATTENTICIN QF 7HE e � ' �` - ' , � -'` �_.;, ,, -. ., �, � ' , ' ':+= d-;.' �""""���..� �„ � � ;F • • •,,. • .�t7 . 5 DIA. PERFORATEQ CQRRU�GATE[} METAL � .. � � � �; � ~� RIM=82D6.5 ACCESS VIA CRAWI.SPRCE . . . t 1 �T �. � ' ENGINEER. ++ �� �, ;z �' ' ::,_�� - z ; . �..� ,:"`-..,�.. ; ... .'J`�.�.2.X2.'.'T��'.'.4',A�CQMM�PA.�.�.�.�.�.'.�.�,�.�.�.�,�.•.�.�.�.�. �.�.�.�.�. � , PIPE �MP W 12 ChtIP CONNECTIONS .�' �+� � �� ` `" ,a- ' °' f °-� , �`"`�- _ . . . . . • . . . . . . . • . . . . . � . . . . . . . . . � 5 OIA, PERFORATED CORRUGATED METAL PIPE 6. REFER TO MEP PLANS �OR PQWER SUPPLY TO SUMP PUMPS, WCLUDING BACKUP GENERATORS ( � f .- . `�. , �,,�,, ,. ��� ti SUMP ELEV-82.16 � .......'4VEf2FL01N.A1�tD.�Tf�3M.�E2lclN' ..................... ..... N ��. � � , � %, �.w, , ' .<:. '~�- `�, .,.-,... �,,, _ _ _ � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <..; TYPICA PLAN F R VA T X NTS z ; w:; A D BATTERtES. s .`� . < � A" ' ,� � i�'�. '; ..�. ,�{; ��;t..` '\-•.�"•... .' '�--�-,�� ON EI.EV-TBO Ai.ARM ELEV-TBD (TO BE �ETERMINEQ) CMP BOTTOM ELEV.-$197 . .. �. .'.'IN.VERT.'EI�V.,-82Q0:g.' .. .. .. .... .... .. .. .. .. .... . .. .. . { L, SEE 0 UL E TE ) 7. REFER TO THE GEOTECHNICAL REPORT S 6Y HEPWORTH-PAW�AK GEdTECHNiCAL FOR SOILS `, �'� ;� + ' � : `�;. � ' _ � �,� ' ' =°� ,'�, ; " • . ' ��..�. � - ..__� '"` � . x , a �) + .., , . : " ;-��: � � . �:, f. 15 � INV IN 5 =83.16� INV IN E -89.92 _.__ .. �.-- _._ , -. . , _ . . �;,, , ., F- REGQMMENDATIONS AND FOUNOATICIN t�ESIGN AND RRAINAGE REQUIREMEFiTS. SEE HP JQ8 NQ, v 'i. , ;`t : .���'-, � r. '�;�'�'r-'r�: "; F.~ - �` 1'..`^�. �'"ti�-�, -. ,ii � /}pq (� {�/�� p�c �<;;ru/ :°-,,�.1«,. ,,,���., r,�=. `„ <£ w.;,, .z.� ' ' GRANULAR BEODING z � � , .,, .,,, � -.1NV ( a«�, i12 111A L?ATED JUNE 8, 2012 AND NOV�MQER 1�. 20�2. �XT�NT QF IMP�RMEABI.E l.INEFi �A `` !�~ ,�+` '-; .�� < -- ...> �;', ,.;,'INVt$2Q1,QO, ;.��. �� '`.�,_ � T ?_ . ISC G J' w f\, ,1.. w... ... ! p� 'T r .; ^~'~^^`^�� r ,r � �4! �� L+ Sll �I! I if111 G> ! � �` ,4. _ . � , ; ,,�, ,;; � „' , , , .` 16 � ,`'`�, , h; ,A ,,\ '�. IMPERMEABLE LINER WRAPPEO AROUND BEDDING & W 8. SLOTTEO PVC PIPE WAS INSTALI.ED IN 80RING5 1 AND 2 Tt� ALLOW MQNITORING 4F THE INDICAfiEQ BY SQI.ID (.INE ! ,� ; ;` ," °� ,`� � y,:, ;� �� �*, : g;,� t, �``�,,` � 'l � ,, ; ,, ,, ,,. � , i � * . ; r ��,?�-,`� ,,;.,; , s .,4g � � ,.,; ; k . . , :,��-. � �. _ � P�RCOLAl14N F�OW BACKFILI SEE PLAN FOR PERC4�ATION LOCATlQN ° GROUNDWATER LEVEL THESE PIPES WERE DAMAGED OURING DEMO�ITlON CIGTQBER 2012. ,, i ; �: f , , i , , F f: ; . , ,�..� �� � ''- . ,, :, � `,` -.` "�..,,1 �7 ^ `� �,`�----.,., GROUNDWATER EI.EV.=8194 tJ �! , . � . . . . r-y . � } 9. TWO ADqIT10NAL BORINGS WERE DRI�LED QCTOBER 12. REFER TO HYDRAU�IC CCiNDUCTIVl7Y ` �3 " / ` � ' �"`� ' �~`o- ` (� � %r l� ; �°° <:.� �, �"° .. , "`- � � . t� , ;. , ^�,� �-..,` Q4.�� �:-��``�. TES7ING AND ESTIMATEt? FOUNDATI(1N DRAIN F�C?W BY GANSER LUJAN & ASSdCiATES QATED ` ;' f �� '�j� "� �;� `. ` t f r �� li ` � ': �''� ' N�p���� ~~"'`,,��� � �8 f ' '_'`� � t.r� �vOVEr�BER 2, 2012. OVERF�OW QUT�ET PIR£ FROM VAULT , ! + • ' `, . ,.',r� _ .--- 4 " �s O �� �r �i� '4� �'�'' d 4 t.... _ .:r.'�� �.-.. ,_ ��� .� f^ FOR CQNVEYANGE C?� HlGH F�OWS. '; i `� •' � �, ! 12 x12x TEE INV. $20D.90 C�9� �'`��. �. . � � , .�. ------ -.. _.. ELE VA TI �N VI E W c� � 10. IF WA7ER SEEPAGE iS ENCQUNTEREQ, TNE FOOTING AREAS SHOUI.D BE DEWA7ERED BEFORE ,, t � ; �, ,,,�` , ��{��, � .. ���; < ' ;. 1 . , , . ' x'; � ,�, � `' ,;• . , �� .,� Gg ,r " � w� CONCRETE PIACEMENT. DRAIN TO DAYI.IGHT. '�, . , � . _ - ......____... , � . �t � _ _..�,. ,� ; ;,� � `-�-�-- _� 11. TEMPORARY AND PERMANENT 5HORlNG AND DRAINAGE SYSTE�via SHA�L BE \ ''. '"� "� ' ;� "' � � ��� � ��" � �� � �`�CONNECT STORM ORAIN T0� OVERFL4W OUTLET PiPE � � �. �� �-., � � � ���� `�-�� r'��� ��'�-��. �--�,,,r,v o Q : �,�s �� �.1 � `�� �`'��..:� ,�: . UNDERGROUN� I�ETENTI{JN STC}RAGE VAUt�T `� ` '� , � � ,. � � .�� q �11 (ftEFER' TO SHEET C2.0} , .. � `�.� .�`'�_ �� � . � � COORDINATED 8Y TNE C4NTRACTOR. TI-IE SHQRING SNOULD BE DESIGN%BUILD BY A ��, ���; _ '' �' � r' r , -�'-`� „�. � - � � ' °; � '`----.�_=A�-,,_ '�.., r. � QUALIFIEQ CONTRACTC?R WITH EXPERIENCE tN THE AREA, THE CONTRAGTOR SHALL `, � , s ' ' `' ' �`"� �` ` ' �`"`�'"�� �`' ~ �" �'" � � �� �, �� �, 1 � � t ' � �� r � �``�`�� � '� �--,-.. �' r�oT To sca�.� �_ _ . PRQVIDE TNE LATEST INFC}RMATION FROM THE SHt?RING StJBGONTRACTUR FOR EX, FLOOL7PLA/N , ',, ; i � `� '' �,I ', , ^-ry, . �, � . '` _ £� ;; ; ,�-- = WV; 8201.49 '�. X � +A , . �_�\�. � -.___.� ``..�., _ �,;�, , w � ,..�. .. -. INCQRPQRATI�N WTO THIS PGAN. ' � � � 'i ' ; 1 j'� , � � �.' � � , '; " f �,�: (�195.�0} �..x'. /�4p t7 �``�'�`�.�'`� � i �_ --��.,,``� `� _ ��°'�. e� F- � ac�w. . l,� -.. 12. HORlZONTAL lAYOUT pF SUBDRAIN PIPES SHALL BE CQNSTRUGTED PER DETAILS IN ACCt?RDANCE HP BORING 4 ° f ; � !N�(: $�QQ,7� ,: �'' �' , l �. . ��,.' � r ; � � � �j, � '� �� �. ` ��r � y� '� �"\, ,� � -- . `ti., �`+ � � .� . 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DRAINS SHQUI.Q 6E PRQVIDED FOR BQTH EXCAVATIQN QEWATERING AND A PERMANENT ' ; ,,,,, ` ` ; . . : `: , ;, :: . � , , ; .� ;: , ��,, : , f ;!. �- �.� ; ,'� ,r„�,, ' , , rY t : ;!��� : °,-x; i f g �``� ``ti, 4 c� ? �+� /� RIP RAP QU'fFAl.l. PRQ'fECTION FOR COMRWEp a ,,,, - �;, "' µ , ,,.,,, ,;, . � l G `.r F t AI Y T IT Y F A X ATI N T .r � ��-Y;�' .._ �' „ ;,. ;,. �;, r,, ' ; , �.�; � �.� �: ` " . . . , . . . , 1; ' , "�. ". � f � _ � � I� `�,. . �.x � p � OUNQAT ON QR N S S EM. MA BE E SIBLE TO INCQRPORATE TME E CAV 0 DEWA ERlNG ' ,: ` ;, �., ^ ,,j , ,•.�; , .., ,.,, � ., 1, v � c`?? DAYLIGHT OU'Ct_ET OF YAULT AND ST�RM DRAIN ` ' °` " � �y, } f`�,� QRAINS WITH THE PERMANENT DRAIN SYSTEM. , �°� ;�� _ _ ._ � � r � � t' � � j �' f ''� `""'-- � � _ ``� `' �` � `"" � '4 � ? , �` ` .'.: �T �, �: ...:_r.. i '. � !,:':';+�., , -.' i ' /." ". f `i ! � �' � '*, � i `ti, \ �) . ' >.., r . .' ,�.. � ' � f�.. ,';. , . . ,, ;, . ,� ,.,.. 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RAB PL� J0�#: 1838 QATE: 11 /26/2Cl12 �HEET � � � C�a � � N � „°� � � ... � � � � . < . `� �,,CA . /� _...::.::. ' � "`°°--_-___---d._,..� `` ' °�--,;:.€„:;;�WATERPRt�QF1NG, INSULATION, " ;i<.:::�:� AND CIRttIN MAT,_,RE: OTHERS ��� o� Foarr�c:�`-:;�' ,.<:-:: ,' MIRAFI 94pFi !���_FI�TER' FABRIC �UIIDiNG SLAB �Y� �.Q' �IN. t ; W tJR EQUiVALENT ��°- >' y::� Q KEER PIPE OUTSIDE 0� FOUNDATION ., s•.; Cf?MPRESSION AE2EA. MUST BE . - 1 lNS7AL�ED Wf INVERT SELOW TQi' ` � .� �cs ,.'. ;'' � o� FooiiNG ........ .. ............ � ................. .;:. ,� . .................... ,, -...,.._6RAVEL PER GEO'f�:CH .... �}� ............:�......... . (j` ............................ sr �..� :::::::::::::::::::::.::::: ........ s�a�� ����a���a �vc ::::.CC}MP�ESSiON ZC}NE:..:•� �'ERIMETE� FOUNDATiE?N DRAIN %.:=::C?F �(7UNDATlQI�i FCi�JTIN�:::.. 1% TXPiCAL OR SLOPE PER PLAN, C(}�1PACTED STRk1GTURAL F1LL PER GEC?TEGHNIGAL REPQRT ���������� �4.��� �� {N�T TO SCALE) BLDG. SLAB : � ' ' . .., . ' .. , :. ' . ' .. . _ . ... � £: ' . ` � ° STRiJCNRAi. �Il� PER GEOTECHt�ICAL REPORT ` ' % " _;' � _ _�----�...�_ ._ ;; . , ; �.�___._ ; � � MIRAFi 14t�N Fl��'ER ,"� ` RERF. PYC (RIGID� AT 1� FABRI� tiR M1N. SLC}PE; EQUl�A#.EN3 GRAVEL PER GEQiECH i��rE�io� ��.n� �u�a�iN �`tNta�.{�0 APF'ROVECI NATIVE BACKF'iLl. �'�'f� p��N ��` ,'s PER G�OTECNMGAL REPORT Y, fiQP OF '� � E?�t13�N FOOIING � � �'• 1.(?' �AIN. „ �,�� 1,;:_:.�...::::=;;: MIRAFI 144N FILTER FABRIC � � o� E�u�v,a���tr '<} \ V \O.a'fr�� ,� 1.y - i� 4'�"v '\ s ,�<`t,1\ \?��} '� � t�� ; �\,4�'�.4,+. A ♦ � �+, ar���* ..� '�\1`��v\Zso`��\��aww'�ir. ''.�, �, �\ ,. . . \ ♦ w \'... \ �2^�� '�''� �i � � ' �'�' .x�m. \ .� � "'J' BUILDlNG SI.AB , : � �,,`�� � .� � ��4;�,..`._.. ;:: , `''-GRAVEL PER GEOTECH .: .._... . .. .... ., . . ., • , . . . '. ,��'x1��*'`�aY� �, ................................ `��. ;" SDR35 PERFORATEC? PVC , :.... 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PER �EQi`�CH iMREt2Vi0US CC3INPAC7ED MA'TCr.:::. ,.,>. SC7R35 ON-SITE MATERIAL IF RECOMMEND�C? PERFflRATED PVC- BY GEtiTECNNICAL ENGINE�R. � �"QUPIDAT�N �RAIh! �... ,� � � C� ���-�-� �,_ - �.....�.__ C"J p �, C� � � � C7 G?� ..� � BUll�71NG FQUNDATlON � C�� p � ��i�� � � �Q� -..� � (1 � .�,.. ___.. � � ° °� .,.� MlRAFf i4i}�t� � °. °'° .'° FiLTER FABRlC C1R � SDR26 EQUIVALENT S�l.lD PVG IPJS�'AI.L CLf41' DAM Tt� FORCE WAT�R �r��ro s�u� �s�E ��.�� �A�V1 (NQT TQ SCALE) i..c.nn�n = g �s RIP-RAP p TO BE NAMD PIACED L� {s�z� ns Na�o) PUMPEQ GROUT (Trn�cnt) - rn �,,. FosM� �nce " tvU'�`l *..U\�2 \ i�� '�:�`ii�tt 2r * Y�'ti�,' � l �2M �'� ''.�l �;•"t��a�,.� i�'� n.di\..i'tJ4',ii*ti. ���� x. k,v, 'M'. �. '+LL Xi" .�: >�,�' ;, 4" (MIN, $" (MtN) GCN�ii�AC1£4 � GRANtFIAR BEt}DtNG MATERIAI Q �.��.7��,>> SMALLEH ROGKS i0 BE HAND PIAGED FOR SLOPE STABILIZA7iQN � �-°""�� 1 4 (TYP) TRANSIIiCM! SLOPE s: � {��) � ��� �� �cno� (5EXE A8 REQ'D} co��uix B��ir�c (�s R��'r�.} s°t�ira> ���,���.ro sue�at�� �a�� Fas�,c (n�� sECr�c�N a-,a pNT5- QUfiLET CONDUIT FLAREd END SEG7IQN (SIZE A� NOTEQ} P4RMED FACE �,�:.w. FILTER FABRiC {TYP) � � � `�';, s�o�� ,:, (n�AX> �. co►�Pac� s _, S70RM SEWER t�UTLET isoMErnic v�Ew SMA�LER ROCKS TC7 BE HAND PLAGED OVER TQP 4F FLARED END SEGTION FOR S�OPE STABIIIZATION �-•�-s" (r�iN) � � p r. � A � .4"J.U'v5, q _ ..,� r� q"�.✓ w=�Xu (MIN) SEC110N S°B =�o�o ST{�RM SEWER C�UTLE7 .. .. � : •i� • 36" MIN. FENCE POST WO�tv WiF2E F�NGE ��F t 2 GA. MIN., MAX. s� n��sH s�acir�c) ���� c�o-� av�� 24" MIN. ��a�i1/i �A� �i�Fi� � UNDISTURBED GROUND FLOW �-- � ; : �: ty F `� � � 4 � �� 1�....a.•.����� x�� £kf�E� FiL�EF2 CLdTN � N. . �� r i�1N. 8° fN70 GROUND � "' 4" YERnGA� FAGE � � SECTI()%i BEDDING DETAI[. V40VEN WIRE FENCE (MIN. 14 ;/2 G�UGE. MAX. B" MESH SP1tCiNG} 10' A�iA,X, C, TO C. 36" MIN, FE4G�' POSTS, ',, s; � � DRIV�N MIN, i6" INTfS ANGLE E'iRSi STAkE TOWARp ,� X r GR(JUt�D PREVfOUSLY LA1D BALE .� f:::; - S , r�` t, � "^`� �r.. r . +'� � . �'. �!t x�.`�' �`� %� '' ��' i,� f T �r . . . � l .n � . w.. �i � j" �� ,� . �/ ' �+. .: �� '�..�� �"*fr..� R � >, ; r � �� �� ��� �,.�, �., � � � ` , �� ,� ��ow � . , ,,, � r � �. � � ,,� � � � : % � y l � ,� f � � � „ >q,`',� 'Y r �,f}, y!t ��� t ,+ . ; . p [� + � \ �.x �`�� {� � � 1if .�.'� �'�'��.; �.:t��� ,k. r�. .Y ' ��+ � �F�� � 1 f . G.,.s r '` . �f ..' '�� � �� � � .� n�• )�Y r �F?. . %' ,/ ♦ r� � �� r r���f 1.} � � �� � e,„e r r, ,^ ' { / :%,/�r l � `f( $'. 'w` - n i. , � Y�' \ � ti, �. �,. . , , . .._. � . _ .. • :'� � _ ..�. , ; *, r � ' ,�.' , , f� .�,� , �r` � HEIGNT OF f'ILTER #� � • 80UND BALES PLAGEp ON ,� �};'� , '"> f�'` y `,' �, f`�,�'}'`, �k� ' f�`'�;!'� = 16" MIN. '�, .,: . , � '`� CONTOUR \ . / ♦ �, , � ..: � 1{,� V��,Y�rl f. :�y Axy.t ta !y f� \ lF `•�i�i�: � � \ ( � ��' ^ f �� • a ,si J �{ f:' `t� / �Y . : .: .. • � 1 . � . J � \! �f ,l'�' . . . .. � � . ...... ;.` ;C�?�, ��,.�� = r � �, '���2 RE-SARS, STEEl. PICKETS. OR 2 x2 STAKES i >; � ��, . �y� �f" �''�` `'� .,- 8" MIN. , , ,,� ` :.. . 1 1 f2' TO 2' IN GROUND, DRIVE STAKES � ��p� ' . E1.S�L. WI'IH BALES. � � ,, �.. r ....^, f _ _ ���sPEC-�vE vi�w ANCHORING €7ETAIL �U�`I.�IR�lS�� �9.IE�flR FABR1SIi�a�.�.L �"� 1. ��'Q1�EN tMiRE F�N�� TO BE FRSTENED SEGURtLY TQ PC75TS: S7EEL EITHER T OR U TYPE pR CONSTRUGTIQN SPECfFICATiONS FENCE PC3STS WiTN WlRE T1ES QR STAPLES. 2" HARQWOOD. 2. FiLTER C�.OTH TO E�E FAa�'kENED SECUREI.Y Tt? F'ENCE: WQYEhE 1N�^r. '�' '�"' r. A, 8.• Wf}VEN WIRE PENGE WfiH TIES SP,4CEt� EVERY 24" �q}�. ��y� �����yl��,. 1. BA�ES SHAI_i.. BE PLACED AT 7HE TOE {iF A SI.OPE QR ON THE CQNTOUR AND IN A R4W AT T£�P AND �iiD SECilOtV. WITH ENDS 11GHTLY ABUTTIN6 THE ADJACENT BALE�. 2. EAQH 8Al.E SHAI.L B� EMBEDDED iN THE SQIL A MINIMUM OF (4) INGHES, AND Pl..ACED 3. WHE14 i'WC} SECl'!€�NS 9F FILTER CLOTF{ AQJCi(N EACN F1E,TER CL47N: FI�TER X, MIRAFi iO4X, SO THE BINDINGS ARE H4RIZOhl7RL. (3'FtiER 7NEY SHAt„t,. BE {�UERIAPPED �Y SIX W�H�S STABIUNKA T140t� OR APRROV£D �� �AL.ES SHA�L BE SECUREL�' ANGHQREb fN PLACE BY ElTHER TWO STAK£S OR RE-BARS ��� ������. ��u��. DRIVEN TNROUGN TtiE BALE. TNE �iRS7 STAKE iN EACH BALE SHA#.L BE DRIVEN 701MARp Tf-�E PREVIQUSLY LAID �A€.E A7 AN ANGLE TO FORCE 'fHE BALES TQGETHER. 4. MAiN1EN�hlGE St�At.t� �� PERFORMED Aa NE�DED At�E? PREFABRICATEt? UNlT: GEOFAB, S7AKE5 SHALI BE DRIVEN FLUSH WITH 'f�1E BAL£. MATERIAL REMC3V�C� WWE-!EN "BUL�ES" iiEVEl.t7P IN ENVIROh"ENGE, OR APPROVED 4. INSPECTION SNAL.L SE FREQUENT AND REFAIR REPIACEMENT SHA�L 8E MAC�E PROMP'TLY 'iHE SII.T �ENCE, EQtiAG AS NEEDED BY TI-iE CONTRAC70R. 5. BALES SFIAt_I_ BE REMOV�D Y�HEN 13iEY NAVE �ERVED TNEIR USEFUINESS SO AS NOT TO 5. 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