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' � / ' �' %l / � l`��• f ..�.�,l�r�'f ,�`� r ', . -'"2 ",: { � ,� � i f• � �/�,� ^% � . .. _..� . . ,J �) rr � / /� - ' ! ... ,l� � l� .�� /. .. j'�. -'�� .. - =- � /�. .. : -- % ,� ;' � ___ _ ... !; ' � ''� 4 -'' �'" 1 ' 'T % �'� r ; , , ' ! ,, ,/ ' ..- .' ` i ��f �J F � ,.. �..-� i f � r rf� r � Jr, � f,,. �, ,-- , �,, .` � �,�- , f �//�;� ,.-�' ' P R 0 J E C T f t � ; � J ,/ � r ,f C �l ,,,/ l �.. r,,�' /' i Y ,,. i �,;' ti� ,r ;,�- ��' �'� ( r ..-` ,� � , / ,� � �� . ; ' ,.-' �/� ;-' /' , � -� LOCATI ON ,'%' ,,� � � �i' � /' � %'' f i' �/ ,,� ' ,,. rr�,/!" > � , ,ff i' / ` �,i''� � ,/�i , �, '%�� J ,+' � f/ ;,�� j � � ;' /' �,% ,�;''�� ' �, � r� l , � �,''` / /"� � , �;, f � J f , � .�j � "�',r � '�-. ,�'� ✓ ' - �-, �� f `', f f' i" � � �� };' , � � r dl ,� � ,' vf�� r, .'�: `i �' �. J ' �, r� /� r" %' %� � `� � `'� '� `�''� � �` � , t r� r . � �a r � , ;% f" f -�/✓'� ' d''" , � /� � ' 1 0 � � � . ' r` I I .✓ . � � �� s � r` , �' � . �" % � � f y • J f� / 1 � � Y , 1 (/ 'l, .!� / � • �. I r � , � GENERAL NOTES 1 . The Contractor shall conform to ail Town of Vaii rules, regulations and stipulations while U � � accessing through or working in the Town . � W C� U m � � � 2. Alpine Engineering Inc. , Town of Vail Engineering and the Owner' s representative are to be notified by the Contractor at least 48 hours prior to any construction . � a� � 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 commencement of � � any construction . A . Vail Resorts ( Owner) / Bill Kennedy ( 9 � 0 ) 845 - 2564 Q �- B . Michael West and Assoc . / Frank Harrison ( 720 ) 529 - 5300 � ~ 0 4. The Contractor shall take all appropriate precautions to significantly reduce any potential W r— o pollution caused by his activities , including vehicle fueling, storage of fertilizers or chemicals, etc. C . Alpine Engineering Inc . � Gary Brooks ( 970 � 926 - 3373 � m �: The Contractor shall have identified procedures for handling potential pollutants and have D . Town of Vail Public Works � Greg Holl � 970 � 479 - 2158 w � d' identified spill prevention and response procedures prior to any activities � � o [� I— N 5 . The Contractor shall minimize all off site soil tracking. All soil tracked off site shall be � � r immediately cleaned up to the satisfaction of GDOT, the Owner and the Town of Vail . � � u� � � os 6 . All excavating for roadway, retaining walls and drainage facilities and other trenches shall cl� 0 � ' meet OSHA requirements. � � W z ° 7. The Owner's representative will designate staging areas. � � � � "a A . Water & Sewer System ( Eagle River Water & Sanitation District ) / w cn o � Q 8. The Contractor shall obtain all permits including a Construction Dewatering Permit and Fred Haslee � 970 � 476 - 7480 � � m m wStorm Water Discharge Permit. > Op ap � O 9 . The Contractor shall keep a set of contract drawings marked up to fully indicate asbuilt B . Electric ( Holy Cross Energy, Inc . ) / Jeff Vroom � 970 � 947 - 5425 p o 0 conditions. The drawings shall be provided to Alpine Engineering , Inc . upon completion of this w � work. C . Telephone ( Qwest ) / Sam Tooley ( 970 ) 468 - 6860 0 � �' o � 10 . Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in , � O O Zon or about Project Site, nor for compliance by the appropriate party with any regulations D . Gas � Exce) Energy) / Kit Bogart ( 970 ) 262 - 4024 � relating thereto. � w 11 . Observations of the work in progress and on — site visits are not to be construed as a E . CATV ( Comcast � � Michael Johnson ( 970 � 925 - 4311 p � guarantee or warranty by the Engineer of the Contractor' s contractual obligations. z W F. Snowmaking ( VAI ) / Dave Tucholke ( 970 ) 479 - 4027 �C 12 . If any groundwater is encountered the Contractor shall contact Alpine Engineering , Ine . , and Qthe project geotechnical engineer irnmediately. � 13 . The contractor shali place, construct and install all signage and roadway striping in Y O p conformance with the USDOT Manual on Uniform Traffic Control Devices, CDOT specifications and Q � the Town of Vail Roadway Design Specifications. Y � f� � � 14. The Contractor shall rnaintain traffic at all times to the satisfaction of CDOT, the Owner W W m � N W -� � C� 00 O tA and the Town of Vail . The Contractor shall minimize traffic disruptions and provide adequate W safety precautions and signage to ensure public safety. p � O � 15 . The Contractor shali protect and preserve all trees, bushes, shrubs, and ground cover in a � � U Z W � manner acceptable to The Owner. v� Q W m �, � W � = O Q � 16 . The Contractor shali attend a mandatory pre— construction meeting with the Owner and � � U � � � Alpine Engineering , Inc . , prior to the start of construction . cn ° � 17. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during COVER SHEET SHEET C001 y construction as necessary to protect roads and property. � SNOWCAT ROAD PLAN AND PROFILE SHEET C002 � m o, ROAD SECTION AND DETAILS SHEET C003 3 � ., SHEET C004 r EROSION AND SEDIMENT C � NTROL 0 O N O � 0 H < � ; r„�y � � / . .. f l f . , /' . . �. ;...- / / . �,/ ,„r = ;:i� ,� � i' l �' � !p�� / / ;" ^. � .� / /,- '. � , � ! �. 's,, ' / , ... _ , �. . ... .... .- .., ... ., � �„ . x . .r,.,. �' " �s ��C ... y � . ' ; . ,, , ....,, ... . .. . '� . � � / �. . � . /. 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INSTALL 653 LF OF ,:�, w� � _ - RUNOFF 'f0 PAN ° AND ,1NLET.. . . ;' l � � ! r � �� TQ C N TRk1CT10N A�1IVITI�S ,, ,� I , 1 i � ,� ,, , i � / � f �c . ,,,+. ,� . ✓ � ; � � � , � � , � , � i , .� , , .. � . . . 1 t `� � / � � ! / ; � r - . _ ..,. , , .. .,: i , r r i W I � . , i r ; , j . GUARDR�IL TYPtCAL � . ,� i r � � . l ( � ( ( ) , . . . .. � ,, I � i � i ! ,� i < <� ; i , � < �y/ _.. . . ; . . , „ ° i f i � i � ` _. ,.. � . .._. ,: . . m � � � � : /`;J .� m _..... ... ... . . _ . . ... . . . „ . ,., : . .. ... ... .... .. . . . ... . . ., '::, . _ � . _ .., . . . ., . . --. .,. � . . , :�:: � t=! � , .s, ....... �. . . . _ . .. '�"�'`k�� GENERAL NOTES ..., ... , _ •- o . _ ' ` . � I.Js �: .. , . STAl10NING .,FOR _ ... ... r , , , �c, :, , x ��,0 . ::. � , : : . ;..- .., � ,� . .... EXISl'tNG 2 -- Y2" RAW" TRl1�CT . _ ... _ ... _.,.._ . . ,,. .. � . � . 1 . THIS PLAN REPRESENTS THE NAV88 DATUM USED BY VAIL _ _ _. _ _ . . . , ' SNOWG'AT ROAD _ - , . . .. . ,, , � ;,' ' �. , � ,; . ., ... , , .., , .. . . G�rI�'i �.X�N .S' . d}N . .,. . . . . . .WATER S OWMAKING LINES . , . ,. ., ., . . , � .� � ,.. � ° " ��" - �-, _ ASSOCIATES FOR TNE LIONSHEAD REDEVELOPMENT. �• ,...,. . � , � � � . . . ,,...., �.., 8� zo . .... .. . ... . ... 5;: (TYPICAL) _ . � r ° . ... .. ... � � . ... _ , ; � ..: ,,a , = ' ,. : � "` � . AND:...(4)' ELECTRIC CONDUIT. _. , .. . .. . , ... ,- ,�;. ,,. . .. . � �. : ,. ,. ,, ' „ x0 ; ,� ' , _- �,. . „ a .. ;� ' � �� - ' ,h , . ...... „ .. . • L1� . � . . �. ,_, , � , . . , . . :-• ....,.. .. . ., . .. ...... .. . ... � ...ry � , �, � ,� ,... ,ti,r � ...'�" ' 4. ' � u. �.: � ..: ; . . .... �. , , ., � .. �" ,� . � � .. .. ... . .... ...� �... ,. ..,. �� '� . . „ ,.. . , , ..:. r, . . ` " � ,ae.. ,.,., ,. , � � � . ....... . ., ,..... .:. : . .. .. .. .... ... . . . . _� . .. y = �� ..,. ... 2 . 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" /�j'' ,/r,� � N M f,/ ,,- , }, f ,,, ✓ .�/f ,/// - ' ' l ✓''` ' %, s'' �. .'` ,,�'' �` W , , r .� , M � INTERSECTION POINT OF ; REPAIR EXISTING NON-MSE �'"'�'f' �,, ' ,�'';:'� ,�`� ,'` ,,-;'%`, i.'�',�,�� ,�"��F �, t 'f,:: '��, r r , "'�'f,;` i�,��,,�; � , °' � ,�,'i ''��'�i �/'f�r' , � . �,f�`��,, � ' a� � CUT FACE AND EXISTING GROUND BLOCK RETAINING WALL ,fj' , , ' � . ;r:`' � -� ,�� , �,� ! /�,� t ,,f� ,.� ,,� ,,� ,� ,, ,r r� ,,- ;,;: ,,�, �,�` ,/�,r ��' ,�' („� • � 25.0' 4.75' r . ,r f / / ,J, ,�' r � ,,� �"" FILL FOR LANDSCAPIN �,r' / ,� r ,,✓f � �'; f r,,�. ,�ff �,, •/� ,! ✓ �,,+ ,� ,✓� � , �, F r' ,r✓'�' �,+✓� �; ,✓'" `�` "�' � 0 X r � � ° ' � ��/'� / ��f�"� �/�,r^'� ��,+�F � �`� ,�',, �` ,/' � � / ..� � � , � %,� f . � ,�'�,,. �' , ' ,,/P.' �, �' /,� ,�`�Y ,r/'` ` �,,/'�� . ' �Q � COVER AND TO 3 . Q0 9 . 5 i2.s' � .�5' z. �o' i .o' , , , , ,�'; '� ,�/ /� /, ` ' '� ,,�r�s' .,�`, , ,,� -//�� // z� � ° ' :,^`� ,,. yt ,•'�,,� �^' � '� /�/' ,�r� %/ ✓ r'� ,,/'t ,' , '� /` s / t ,� f : ��d, ,i i ,,i.'�' f '� �'• F '• PROVIDE P051TIVE INSTALL WRAP TYPE GUARDRAIL ' ,F ' d '' ` f,�, ,`/; �,j' f , , ' � J, �J '' ;�r p. ' . , ; ��, f ' %'� �' /,`.;�,' �, , �,� _F �o �' r' �,/ '' /� /° / / ! . �,r !' r' �," / {� ' f F'ff{ "`�!' r'e ,''� �rr"� J' `"°.,.°/' � � / '� � Q s DRAINAGE OVER TOP ' .;'" � f �,'' ' ` r'' ,,' ,i`� . J .� ,,2 ,� j , `.,' f r' � o - / ,,F```� �� " cnc� TERMIfVAL END SEC110N (SEE /,' ,i, �, _, � r ,,, �, , �,w, ' , �, , ' ,< • , ,�� , M II SHEET 5 FOR DETAIL) ' �` °"��'' ,.�r,�'' ,+�f� / 'm� f//,� ,�� ' / .�'' ,✓y'��` ,�'` %r , � s�' ,f ,//'� ,f� f -! `'' ,� , >' I W cn .._ �i t ,r � f .s �„"` / � f' l/ r' J',r ,.+ !"� ' ,/` / ,/� as �+ l,,, �„e' fir,,' . � M .. OF WALL < ,. r , �,• ."F ` , '� / ` / `� � /j '` f �f?' / .; ��f"�v�" 1 ` ` '` .,� f � �, r �r��.' d �''J.� � � . � r e°� * f r ��+`J III ) III) II ( I � z� I ,. , . .. .. �� . .� . � . , ; ` 1 f "�„!� / d' / 'f ✓ l ; � � J' � . ; . 1 . ,, r ,� , ^` / i f / , ,�' .,�'� ` ,,� ✓/ `�` ✓� r f`•!/ .�' s � �Q � � MSE CENTURY BLOCK ' , INSTALL PROPOSED GUARDRAIL SEE - ;.! �,F�``,/ ,,."i ,;�;.� r .�" .✓ f' � / y� ' `` ' ' '' �� * rr{,r ,, % ,.�;/ ,., �' ; ,, - m� N VENEER SEE MICHAEL WEST - � , � ✓``r ' ,� " ✓' . , , ,' �� , ,,+�f� �,„ � ',% � r' ` ,�'` � ; " �� rn SHEET S-107 OF THE BRIDGE ', , :' *`" '" r`,� / .�''� ' %' , ��✓��'� '� `�, ,•, , � ''' , ,�!� .,,,,� ;r ,.. � WALL PLANS `Ft. ', � �. ,� � � { ..� > ,f' ' ` ,� . ' r ; f �, III �Wr � ,�� EXISTING PLANS FOR CONNECTION DETAIL � "i� '` / �, '` °� ' f � �, ' f �, r` '"� ` •'�'� � ,,;°.'"' ��, ' ' ' •' '� % f �' r A '' �/� �,, I I o �' ; .. � , ^ J / � , '" < . , . � 5[ " � / .��f .� ,A'� y,s' • ✓ ,� � f �, �, ! ^' �J�' ,: / `. / f,.,•+', ,�Ff . ^A % //� / o ,r�/j , 'r' ' W I � .�„S 01 GROUND .-' ��" ,� , -�,� f f �r :° IIII SHOTCRETE . ; $ `:� � � , 6�� ,r ' ` "'� , r ' A� `� ', ,` ' ,,f `, �, 3 r' , ,.•°'', ` ' `r ' ` , ,,� r'' ''' ,,r`, W ° " . . � .i°" '�f ' ' f '" �,'}. SOIL NAIL WALL SEE � __..� ,f;, f , ;' ,� , ,, , � .: r ° � .,, / : ��f`�. � `, �, �` � . �. ,. . ''. � �. `.� �, ' " ,� �...�.�✓ ' ,: w • MICHAEL WEST WALL P�ANS �� INSTALL SIGN f +• � ,J W ✓y, ` � f ' ' l J . , � ,.,, ,� • ,f NO PUBLIC ACCESS , �` f! ,� � ',','' � �, '�f ,'�' ��;,'j"` ' .r'��, ,��:;.�'��`` �;f �„�„,. � f� ii ' � �, ,.a. G AUTHORIZED PERSONNEL ONLY" �� ,� , , ,; ' '�' , ,, ,, ; `' ` . ,,�° �-�°°�°�~ , � r � F ,;'�� ,f�1" ,•, ,. . f,� ,r,�y ;�,�•' ,r ,, ` f . � " . ,�'" ,, � f : .� � , f f, . . ., ,_, , i� , ONCRETE EX At�SION JOINT PROPOSED , ,. m �, .. � , ,�� ' , � � BLOCK UNIT CORE ITH POURED FILL�f2 / j „ � d, ✓ , r� r f SHOULDER TO HAVE ' � � •w _. .• , -� r ,. .s �.. GUARDRAIL MAXIMUM SLOPE OF 3. 1 ( 33. 3%) 'J ' ' # "' _ '° � � � � "�� f f ``' � f Y� �`S` �� . . . ... FILL, SEE MICHAEL WEST t SEE DETAIL D) ''`�. , ... EXISIING CONCRETE ' ''' '' ��" ,, ; �° ,� '�ff"�, ' s � � ,�'�w�` ��' �' '�`' '"� WALL PLANS , , „ ; � � AND MINIMUM SLOPE OF 50: 1 ( 2�) q� -p� A �+ �e �.e BRIDGE WINGWALL 1 3 WIDE, 6 DEEP � „ . .,, j` y „� / f ��. : r' /. . ;�_ ,. _. ,�..:�..,. r� �.r`, RE: STRUCTURAL � ��Y F � +y 8 OF CLASS 2 ' �� G� 1 � 11�J�V ��V ��i� . 5 , � _��` � � , ° , ,�..-�- _ .. .,. . '_.�..._ �� • �-�-^� r � `` ,� � f','' .r • `�` � .._ .. . . _ ._�. . CONCRETE PAN �.,. A R A � ) �"`--.�..� � ` .... � � �;��, ,y ` , ;, � > ;<``� 3" .'� : ,�,,� /� . . . ,�„ ��;� ' GG EG TE BASE , . , � ' � � � , '�f°" �. �R � ,_� �+:, TOP OF MSE FIL� � � 5 , ° ` ` , � , . .. • ,.�- r COURSE �I � , �l �` , , � ,' �,-'; � ., ,yr , �- � � s PLAIVS �OR RETAI IN IV , . � , , . REFER TO MICHAEL WEST WALL IN PROFILE ' f.f� '';`�� ,,' ; ,��` � _ : , r, ,f f , . � / . ,. . . _.. . � � .. �::�, `�ff�-�y , , WALL PLANS FOR ' ?i�- 2% ;, t ;� { ,%' � < _ . ., _ .,.. � . . a �, E�' „ . _ . . --�,.._ GENERAL NOTES ,, � _ . . . . � . . . 'ti .,_, . , < < ..'• : ,.. ,. ' . ... . :...... . .. ... . � j� r � � ��. . , . F TIN - „ ; , >. . . ._ , : __ : _ . , , : . ��J► 00 G DETAtL ,, , . : _ .. . . - . . � .. . . ,.�,. . , . . _ . _=�� --`--�-`_ ., , ,;._. . _.. _ . . . ,: , ,:, , . . +�„,.w..... � . , ;. .. ,� � _. ., _ . ,. . � . , ,:� , s ,. ; ,. „ a . ' �;i.. . ' r ..i` ." �:, , , y .. : �-. ",..-_ . .. ,. . . . .,. . .,.. . .. . 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' �` _ .. . _ ..,,. � . ., ,, ' . � .__ � r i . �.. .,,. �. , ` , - • �.,. . .. . o .. _ �° 2 . RETAINING WALL PROFILES SHOWN ARE BASED ON A FIELD `" 8" MIN . OF LOW � PROPOSED MSE FILL WALL. � � � � • � , PERMEABILITY SOIL � REFER TO MICHAEL WEST WALL TOPOGRAPHIC MAP AND A DETAILED SURVEY OF EXISTING GROUND - ~ ` . ' , . • , . . . . , , . ,.. , u ,. .. ., . . ... P �, - t� ! REFER TO MICHAEL `� $ PLANS FOR DETAILS. USE ALONG THE WALL ALIGNMENTS , BOTH PROVIDED BY PEAK LAND � ` � _,. . � , .w„ _,.... WEST PLANS � KEYSTONE CENTURY WALL CONSULTANTS . . ` ' ,, • `' � . _.. ... .. _ .._ .. . .. . , r � BLOCK TYPE. ; � � , . _,. '\., • ,.., .. „ ` , . , . ._. _ .. . . . , . , 3 . THE EXISTING TOPOGRAPHY SHOWN WAS CREATED BY ANQ REPAIR DAMAGED BRIDGE ' ••. - � • � � � REFER TO MICHAEL WEST OBTAINED FROM PEAK LAND CONSULTANTS . RAIUNG AT END OF WALL ., ., •a, .,, .. � ` :� ;; : 4 � � � BOTTOM OF - { � „ , WALL PLANS FOR EMBEDMENT --._,,,,_ � xr � . , , . ; /� - -"'�- EXPOSED MSE FILL 4 . REFER TO MICHAEL WEST & ASSOCIATES DETAILED WALL PLANS ' �° SCALE : 1 - 4 DEPTH AND LEVELING COURSE � �'`'^�. � � WALL � , �� ' ` _. , , , '`�.. FOR ALL WALL CONSTRUCTION DETAILS . ` ' � _ ._,. - µ �� ' , � �� I � � ; ; , , `''' ' , ��, �. . � �. � � � � � � � 2x12 TREATED BOARD BOLTED � VERIICALLY TO BACK OF W- BEAM POST. � � ' l ` ; x ,.,..-- � ; � '� � „ BOLT HORIZONTA� SNOW STORAGE �� B�'�� , ...� �.' � � BOARDS TO THIS VERTICAL MEMBER. k � �i'� � � �, � �� . GUARDRAIL 2x12 � AR � �. . ..� � . ac1: : _ . = , RD . ' � , , ` » 13- 3/4�� CORE TEN � " +� '' FOR NOW STORAGE °- FOR SNOW ST AGE ` 3 - 1 /4 � ) , ` , , ° . � � . - � ( .. ._. C , . .._I I I I. . ` s„ . --� � _ � .. .... .__.. _.. � , .,-�-�- ` . � � (2) 2 x 12 x 18. 75' TREATED BOARDS � ° � �� • ; - 14" FOR SNOW STORAGE. BOLTED TO ; '' '�; � ;,� NOTCHED �RTICA� 2X12 BOARD. LEAVE 6" GAP � 'J � `,, l ��` �•- � � BLOCK BENEATH BOTi'OM BOARD TO AL�OW FOR , ; ; /'� 2x12 TREATED BOARD � DRAINAGE, 1i " STEEL W6X9 /'� BOLTED VERTICALLY �....- � � , �, � � , ` 4' GUARDRAIL POST � , � ' � (CORE TEN ABOVE ' � • 5/8 " DIA. X 10" BOLT w `� ' GRADE � � ' � • , t � , � , � � � IN 3/4 ° HOLE W6 x 9 POST x �Q ' ; � i i " � PROPOSED NZQ s '� , I I WOOD GUARDRAIL - �� ,` , �� : . . . _. . / . ' .. . .. . .. �.. . � , .. : . ` , SNOWCAT ROAD 2�� I ° I I BLOCK 4 , , � ^ 5/8 HEX NUT ,, , ......., ..,. ,,.r ,._. • � J " t AND WASHER � ii _ .. e .. ` 1 .d ( . .f l F , .. �i �,,. ' ' ..� . �. ��V��Y., � ..�,..: 1 `� . . .. - . . .,� . . ' u�. .�% ., . : . � . . , .. . � M1 . , - . .. . •. `.... . '. . ., .,� � ' .` ,.1-, ';: � . . .F - r . _ . -_ . ; ._ _ 1 .:. . H � ' \� .. . . ;" . . . ... . � . . . -._.. , �. � .. > . . _ , , , . , , �. , ; A AI �, ,, , ° .... � � .�Y , �"-..-,.,. ,:, ; g CORE TEN GU RDR L �,. , , , r � ,. . _ .., ._ , , . - . __ _ _ ___ _____ _ , ,, < -- � (� NOTES. � . , . „ , , ,, , .. , , . , . , ,. , .. . _. , „ ,,. , , , � • ; . , r . � '. , , . , 4 ,, . ,. , , . . , , , .,. , . ,... , , , . , . . � ._..--- , _ � _�.. � � � � , �, .� .. . . _. , _ , � � : � . � - � < r . , � , , r, , ,. . . . . , , , , , , . „ ; , ., , , , . � 3 , ,. � , . .. , .._. . ., ,_ , . . . ,,. , ..,, .. . . - _ . , .... . , .., . . . .., . , , � , , 1 . 9/ J . � . , . . . .. 1 . GUARDRAIL IS TO BE CONSTRUCTED IN ACCORDANCE WITH .._. � � - � • ` � � ' �" "` � .. ' , ,� ,�, .,., . . ,.. ,.,,,. , , ..m .... .. CDOT M&S STANOARDS AS SHOWN ON STANDARD P�AN N0. . .: .. . .. ... : .... .._ . . . . . . , . ,;:, .... . .,. : ......,. , . . ... : . ... . . . ; . ...:., .:. _..: . ..:�r: . .... ...., ' ; ;. � w: , .. . ,. 4 ,. ,,, ;,, „ .. ,.. _ _ _ _ STEE � P (� ST DETAIL ::f. „�---�-�"' . ._.. . ._ . . . r . • .. M- 606- 1 SHEETS 1 THROUGH 16. -- , .< , �. . . � , , , �.. ..._.� ... . . :. PL�► N VIEW , . .. _� . . � , , ._ : � _ � . j � ...... .. � `. 2. USE TYPE 3Q END ANCHORS FOR GUARDRAIL AS SHOWN ON �°' � ; ° : : � ` .. -°' .`` `� . ' - • ;' ` ', ,.. . , ,.. . ... .. ., .... .,., .. , �/ J CDOT M &S STANDARDS PLAN N0. M - 606- 1 SHEET 4 OF f , -.--- � � REMOVE EXISTING FLAf2ED ' - y< x 4 ' ' � - . - °° " � .. ; ;, . - � ` . . . .. 16. _ , .. TERMINAL END SEETiON AND . .,. . , ;' ,, . . ...,..,... < . . . ... . � CONNECT & ,EXTEND PROPOSED "` • ` 1 � � 3. SPACING BETWEEN GUARDRAIL POSTS TO BE 6'- 3" ON � 4' MIN PROPOSED SE °°` "" TYPE ,,,3 GUARDRAIL AT BRIDGE" ,,,a + ' ` `�,. /�/ � ;' . -.�.. STEEL 8 , W6X9 PILE, 4 '• � ' ` CENTER. ..,.... . ..... WAL� (�� LF). . ' ' ; , , ,� ," ..--..''- �.� DIPPED GALVANIZED ` BELOW GRADE SN � W STORAGE BOARDS � '°'° ' ` . -_ 1 CONTftACTOR TO INSTALL , .....,. .'.,. � ; . : .�' . ,, EXISIING CONCRETE . @ � scale: NTS DETAI � PREPARED BY ,.�a�vcH �A� AT sou�, E�o • _,... > :: : ` � , � . ;: ' �:` GATE PAD - . . _... :,=n r ..,.:r. �' � ADARAND CONSTRUCTORS .. . ` oF Exis� NC B�i��E PER ' � " ; , . �t. . � � AND PROVIDED BY SITE owNE�'S SPECIFICAl10NS • . .... ° . - ` ' �. , .` , . . . . - ,�. --°' ....�.. � G�JARDFiAIL D �1"AiL RESOURCE MANAGEMENT . _ . . . .' . ' . . . . . _. . ' � � � .. . , ..,., , • ,. .. , ,::,. ' ;` ; ` � � .._..: , .._ �; w� , , ,, ' , . ..,.. .. .., ... �.., INSTALL EXP N JOINT (SEE D • ,..,, ., , -�H��I� RFACE W� TH P D `" � ` ' CONCRETE DRAINAGE N AND WIRE ANCHOR STAPLES FL�W-1s- REM,O� EXISTING ` � // , . � �. � , RON � � 5 CTION �L FLARED END - �' ;�� •� 1MRE ANCHOR STAPLES ` '` �` , �, .,_ �'I �... 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" � '� �' • , `;. , 4 , . , . yyio7H AND OWNER) A DETAIL OF THE :. . .; � ---- °'` � . . < ,... ,,,..,.,..S�i"� CHWAY GRA�1E � Q y �'"" `' °� 4 � . rx CONNECTION OF THE EXtST1NG BRIDGE H �„� � �.4 ..�;`. ; � ^ TERMINAL ANCHOR TRENCH ,.,,. . _.. h ,, , ; �,,.-�- �'"`.�iM� _ �s� o4. s' � g �, . t, � `'� � ti �, i' `" . �„/' WALL GUARDRAIL TO PROPOSED PA /� . . .. ,:. , �,. �. , .r-=�: . b , .' � f- � INTERMITTENT CHECK SLOTS TO BE `": r � , - ` NTS AI AN N W ° e'" :�.- ---� , � ` . ' C�. . ;"�. INSTALL- °FSOEATI.QN-d8f T_,IrlSING A "B'i�ND BREAKER W � GUARDR L D S 0 E '' Q OF 1NLLE �CHANNEL AND AT 30' D� �, � . _�� . , / , _'' ; ,;' ; ;`: ,.: . � _ ��,,.. : . .,, . ' � �:, A'1� -INLET AND CON��ETE DRAINAGE APRON ... > m BOARDS. BOTH Sl,p ' F BRIDG r 6" MIN. INITIAL CHANNEL 5 (SEE SECTION). 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DU OOVE INT, CONCRETE PAN � 5 O.C. > 5 � EX � c �� x 6X6W1 . 4XW1 . 4 � a� r� . . , n , �.,� , � x CONCRETE FOOTING Welded �re Fabric W 1 ' MIN. 6 MIN. --��-�; �---�- (REFER TO MICHAEL SUPPORTED ON CHAIRS OVERLAP TRENCH � � h '' ` ' `- WEST PLANS) � � � � � - vnoTM y :< . � � INITIAL CNANNEL ANCHOR TRENCH CHANNEL PLAN VIEW �ENCH (SEEADETqiI)NCHOR o N TS N TS o NTS NTS NTS N O - � ' I � � , �ONSTRUCTION NOTES ,� ��,,;,� r � �. � � � �� di��i S v.�n✓� g ��Fm" i?� � �AwA pm�.rwa. e�nmu... ��u�u� p S ^ 0 � } � � � � f . . , , �«°°�`�� . , ,. ��..� I I I I (I ((II II I I I I I I (( � O � 1 . STONE SIZE - USE 2" CRUSHED SCREENED ROCK. f �� y , � �,,. � (IIIII � m o r' ,� f,� .� �` ` I . . . Edge of Pavement 2. LENGTH - AS REQUIRED , BUT NOT LESS THAN 50 FEET. �,, �� ,�' `��„ � ii} m ,,��_° � ,�� ';�� t.-� �, � 3. THICKNESS - NOT LESS THAN SIX (6 ) INCHES. ��,� W�� ; i� V i > � 4N �,.� �'F.=, _ e �� o� � 50' Min. � 4. WIDTH - �fEN ( 10) FOOT MINIMUM , BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. � ,,, �, ,r, .,f,, � �,�,. � z�s 1 �� 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. f� ' ?`' . ^'/'.' �Evfr`e fi , �.�,...,"` �,, . .._ „�.w^"° {, /� n • X 10 ' 6. 6. CONSTRUC110N ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM � , r`%,�� .'"'�r'f �rr,� ...�. �... ..�� }�°'°"� ..,� f �J �� Q � � Min . WITH 5: 1 SLOPES WILL BE PERMITTED. %'%g'� ,�� ra ,F -'- -�,-.. .� ,� � /° �'"" '� ' N#,��'' •. , x: � �a �. � . , f� ir .� �,r�p �I � ^-..,_ �� :,.: �.^" w p �°' �s'.+' ! , r / Existing Ground � � m 7. MAINTENANCE - THE ENTRANCE SHAL� BE MAINTAINED IN A CONDITION WHICH WILL PREVENT IRACKING OR FLOWING OF � ; ,;'�� f��;;", �_� �,.. �,. �,:,,�,r ��j,��^ �rr',.�,; �„ ,, � wo . � E�F- ,;f� � f{. ��! , � :" �, ,,,,,� .r idr• , r' ,.*'�r,,. r �.^, . . � UJ � r,�,�!`� m . .�,� . µ { : .,, . . �,,� �.�,�,�r�r,��;�� ) ��I �° � o SEDIMENT ONTO PUBLIC RIGHTS- OF- WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADD �TIONAL STONE AS /,�,,,� � ,�,``r°I f ,� .�'�� ✓'?�. 'f'�r,B f ! � ` �„�. ,�t`",'%�'�'"� �,.�f. �'' �� ,,� �,.��,✓`��.✓,✓ ,r ,,%,f � fn I'� CONDI110N5 DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. AL� SEDIMENT ,,, ��,�• .�.,� r , ,, �, w � f fsA,f�fkd� ,r�, f�,!� r f `f�,,��,,`, ,�,f��,.�,.!� W �^ �,;'./'�' �,�'�f/ /�.�,r' r°�,+ �, �, fi ,��„��,•°r �,'�"�,.•%��`�f�„rr .� i, ,�^"` .,-;�.;;'�,.!.��°'� �;r'�.r'r, s°``.^"��:.�`.i�✓''�A�f'"� .� . W z� M SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT- OF- WAY NiUST BE REhAOVED IMMEDIATELY. SCE SHALL , ;,�'� ; r,',,/�,�,. , ,/� � ,rf�,�'"�,,,,-, /,�"`��,.�;�`r,f � ,r;�,�/,�, �,,r„ ��,,�,1 , ,,��/`�,, ,�,, ,� (IIIIIII IIII N� o� °��°o� o� �o � �° REMAIN IN PLACE UNTI � PAVING OF ENTRANCE COMMENCES. I ,,.�/,,�',r /{/. f � r ,,�,,��`,,n,,, , �,,,,��,��,,!' �/ /, � �,� ,_ - �, W �Q � � jyi/"f �'/� ✓'!+` }f''�.'�°��/`f. f� . . � !' ' '� l'%�.�'��'.ri: s"� �./' f,--id',/ , ,a' .t` .:*�. .�G:.+?/' �. .�f+� �a.�- �^ . . ,� ,r � 3 (V ;% �/ '' ..� .. . .✓ rs ,,�•� , . �1� ' .�'�,,'�`ev'j .,'''/"�.r . ��,`-. `•. ;�' . . rr. .� �� m � 2" Crushed Sceened Rock c O 8. WASHWG - WHEELS SHAL� BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS- OF- WAY. �� .��,��'+�,��,A r� ��J ,�, q _ � , �,� * �,J �w � oO �� Oo �� o� o� �� WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN ,y� ��', ,� ,,�� ,�;: ,.�' �� _ ��,�,i , U' o o OcQ°Oo APPROVED SEDIMENT TRAPPING DEVICE. �{ {�(''� .- :'v }` r�". / , � 'd'/ '''r'" .,', . r'',.f" . ! �-�V^? • ;- . �. r` � . r� ( ( ( Q r` ,r � ( � � F / r',� 11 ✓° . ✓ ✓°/�j,l,n� ,:; �/ �'. ,. t�„� � „ .' Q � �� 1 � ��i %, , � ,,� ,`` : %r"�, .� � � ` ,� f .^r `� i.�'�,_'" �j ,;✓ �,"/ � � .r�, . . � � -. -. �� '�"� ,� ��'` f� I I (I � � 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN . ' �,,,�, � ,,� , �' �F , ,�,�r� ,r,� , , ,r,��,,� � ,�.� ,, ,� 3 � o� &b OQ� O O �,�` ,� .� : , �": , ,,� . � � . ,�fJ , ,�,`;� �,d w o ....- ��"� �`� F,� , ;� �;a ,, .�' �� ' i ' , . .�.�. ;.� w . � 0 50' Min . �. �",. ��"f ,:� , ,� „., �� ._ �, nd .�. � j, �uW f ' �' � �. e,. „ 3� o a�i � � .,,,.. . ..�, � � � Earth Mountable Berm (6 min. ) �- � �� UN� �„ �o- ��--� � Existing Ground o _ �� '�"'�' ' , �" ,.�..�'"� - � ti._. , � �_ • °• � _" `".^ ,,' " ,- � p� w � .. , �.. p � LA � MIRAFI 140N Filter Cloth � g •- 5 w � � � _..� _ � � �� '�`. "`"`" �,�"°u "� �'�' �.., �� ° z N � p p�Q �� ,..�"" "'�", u�uyu�u�".'"w:.�.. 0 r._.a _...f.. A^"'1� .. � �R4r ..»„ �i� �..�.,.. . .. e Y • • %.,,.e..'o '°'«'. .g.�«..oW_.�' 'Y°'°'o S" .., «,�^� '^'°°"' '�j° ' � � � \� \ �\ \ \�\ \ \ \ � \ � \��\ \ \ \ \-\�\ � ..,.-- ......- �' "° ��=" _ �.,. �-+ m � -�" � � ,�, `"..� -~b. ~��~� 8080 _ .....,. ...- ,....'� �a��, /�� 1 �� h� �/'�'��/ i , .c' ,�•,,/. /.� 1� / � / O ✓ �,. °-' � ._ -„.�. �� ` �" / � { �� /� .� °"w�°° ..�'° .,..- w ` *,�.. +�+e �..,.�.�. awow��°`"�"' e u n <, c� , ., .. � �� . ✓"' _�. ' �9.n4�y �t) Rc.�[. P��i � -.r."*.n., .$ ea+" uapwm,ruwnveaww� W � \ � �epr . .i!w...e N�yrye++ n, ( ' w . � ¢ p N . T. S. S CTI N ° .�,. ,...... .:� ,�.., � . � � � . -- ' _ ___---- _ . � . . � ��,. ,.s �a,,,,. .m -__.__. ...__> �t,s «� d ��M�h , � .. ,____.__ _ ....------° _.- -----'--- �, . � � , ��'� � ,�e � _f�,�,.,., -- �, �°' �'"~ � ! 4� " .:,__..,.�,,,,�,��.�.,� ."" ...._ 'y�,�'�,� �,"� .,� ,,.,.,,.•r.�'" , . • � :...- .�.,.:"�--- _�--. „�,>.�� "..--- � , � �:: � �w ,......, . -.-^' �^°°' :.ti._.e._.m. ..a�...,....,..o�,� '" W� � �,,,...... � .�.-� ^°'"' °' °s^6°,9'`fy,,, -�_ ...�. _._ _ °''�e DANDY BAG � �, ,._--- - �.. .�- �..� ,,.� �„ ."� �a ' a � �.�"'�- ,,,� � .�. ��'.�.� -� ..�- _` ��,� p • --� N OTES : �,,, .�'° ,� .� r 10' MAXIMUM CENTER TO 36" MINIMUM LENGTH FENCE POST, Installation and Maintenance Guidelines ' ° ` �.�- • ..-- ; • � - �,.�. --°°" �� ,� �• � � ..�. -�-----.__ DRIVEN A MINIMUM OF 16 " INTO 1 . REVEGETATE ALL DISTURBED AREAS AFTER � -� ° �-- �`�:..,.m,��. �--� �y � ; » :....,. �,,,. »,� ..,� . ,_.. ..^". � � ""� � � "'"" CENTER Installation : The empty Dandy Bag � should be placed over the grate as CONSTRUCTION IN COMPLIANCE WITH THE SWMP /BMP � .,�. � �",.= ..�..� � .,.« . �, .,.,.- .,,_ -� �° .: _,_ .�.�__._ --_ ._ � , GROUND the grate stands on end . If using optional oil absorbents ; place ,,..-� ,�r , . --_�, ...-- --" ,... --� _;.._ _ „�. ..�. 80 �� absorbent pillow in pouch , on the bottom ( below-grade side ) of the FOR THIS PROJECT. �.... I , ; ' t tt �sr , ia C 4 � f V � �. i ', - t �t 3 4� i ,. . � ,.. � ...--. ,.�0..�.� �...�. ,; . , i� tk; . I , .: C � . . �_ ..-^" Yr, '"`r � .+^'' ....�.�.�� l\W �'""� . . . �� .rr.i.'/�.^'�vw�.°�a'� „t; ks �� ,� ; „ unit. Attach absorbent pillow to tether loop . Tuck the enclosure flap --�' ._..- �°" .-� ,,. '�"" .�-- . � ��--�'""� -- --�' .�- --- �. �.`.. .� 16 MINIMUM HEIGHT OF .�-- ---� . .�- ...� � , ` , � �� ; '= t 2 . INSTALL EROSION SEDIMENT CONTROL MEASURES -� -�'' �'"' � r� � �'° ..,.- �-� �"" =-- -�-�-° -- --- �- ( � ` ' ' GEOTEXTILE CLASS F inside to completely enclose the grate . Holding the lifting devices ( do � .--° ..-- �`` .,.� ^�'" ..- °' --' "� -�~ -- --' " �`:�-•�° -'' 8100 � �° "' ° �, .,,°@ o�. «`».'" � ./ "r• �, ..-^ '.,�'... . � ..w-- -'...-� ^"'" °` � '�.,_,,,, w•"� ,r°' �,., ...--- -^^-' °•-- � , �' ` ` i ` ' x ; ' not rely on lifting devices to support the entire weight of the grate ) , PRIOR TO COMMENCEMENT OF CONSTRUCTION � . s � � � � � �,, �, � � � � ` ` `� `�` ' � ' , ,s ' � ' „ place the grate iaito its frame . ACTIVITIES . , �,. . ,,,A „�- ..-�- .�..-� �,... --- - .w- .,.- .,-- � � . ,�. _. I i � � .✓ r° ""� � .�''' ..-�' ' .,„°` �"° � ---' � �,,�. �,. .._.. ..._. �` .�..- p,, 8 MINIMUM DEPTH IN � 0 � . ..� � -°-' �,` t .._. .�-- ..-._ ,.�.� �,,, ...� __ . ,,- .�.- °�- g11a GROUND Maintenance : Remove all accumulated sediment and debris from sur f ac e 3 . REFER TO THE GEOT E C H N I C AL STUDY PREPARED CONTRACTOR $HALL COMPLY " � f� ,,.. ��° '' k°""" �.~ � �,. �'" �. --�- �... - --��°°�`'� �--- � � �� . . . � � � .,.-.. -� .�"'" '""° ...� �s ..r' �'� wp-^ "°"""��""' r/ � r,.: �-.� ...... � ` and vicinity of unit after each storm event. Remove sediment that has BY GOLDER ASSOCIATES DATED 12 /15 /03 . ThlE STORMWATER DISCNARGE '" . ,.,,..- ....- �,. . ,.-` �, �°'� „,."' ---- . �, ..' '`- �., ,�.„ 81 d� FLOW FLOW� accumulated within the containment area of the Dandy Bag as needed . PERIV9IT ( SSUED FOR C4 --'" ' �-�- ~-•° -- ..° ,� �-- -' -�' ..-� ---�.. � THIS PROJECT PSP��"� �� `� 1 .� °�,"„�.. --�- `_� � ;� �,°m �,r ° ,� '` �' ° �: � °e%`` ,,° -�. If using optioaial oil absorbents ; remove and replace absorbent pillow 4. STORM DRAINAGE STRUCTURES NEED TO BE �4ND SHALL CONFORI� TO THE .,,__m�� e....... ,. ` .... �,,, ,..... � , when near satur�,ion . PERIODICALLY INSPECTED AND MAINTAINED TO INSURE STORMWATER MANAGEMENT/BEST pIC15��G � "� :�`" �.� � �°~° �"°' w°°' � P�° �" °`� --' "F .-' `�,.. 'r .r °� �" `� '� ' `� °' "` ' PERSPECTI !/E VIE �If DANDY BAG � , � � ADEQUATE DRAINAGE . ANAGEMENT � �� ` � ""� � � FLAP FOLDS ovEx PRACTICES PLAN . ..=-�'-} ,.� � "=~� '� � ...�- �~ .P � / W � ,. J�� . - �� a,,.. --- � �'A�-.t1 � `G,,.�- A ` � °r �,." �' °"" .n- `' �,` ° �.�. TO ENCLOSE GRATE �s-� „�- �,,. ,,..- �r �f� ...,. .... .,.- . .�.re.- „r ,..-' �,,, .,,., �, .�°. VELCRO CLOSURE 5 . THE 100 YEAR F�OODPLAIN SHOWN ON THIS PLAN .�- � ..� °�...°=- .-�~ �-�° � �� '• .�' � " � �. �°°' .� '' '' ✓ -- ,...� . .�. ° ,..�_. _._ ,�" ..� _.- ..».° �° „� .,..- . � . ,�."",..--� .w�"^% ."�°,r�.,_ �"`Pi... -'"' ,,•- .,..r ' ,e#'°� „t� .r"`' ` .../ '" .w�'° N.' .-- ...�°' .°`� ,r n GRATE WAS BASED ON THE TOWN OF VAIL S 1983 FLOODPLAIN '°"-� �° �° --- ..� '` ' .r-- �°"'' ` � �°" ..- '�° r.--- ` -°� --' °'`P ,�' ..�- -y°' 36 MINIMUM FENCE � �.� ...°,,, „�,� ,,,�� ,_.-�, .^.�- .�.-.- ' ,�E �-�" ° ; ` ,�",,.�, " ,�-- °'" --D ..�- ...,- ..� .o .�°" ,..� P OST LEN GTH S TU D Y. _ � .,,� � � �,„, �.,.., , . ��k�'�,,, � _...... � ,.,�'S �,,�. ..,�. . r .'. . � r r^' .s"' :�r.. ' .,,,^" -..°"' . � �` . fnr � � . , ,�. � ,..�^`� �, --^°" � �` °`^. _.,.... � -^'°' �, � �, ''`' �. �, ..�.�... FILTER O O O O �• ,.._.: • a.... s^'" �^" .r^�,.. .w•°" ✓°�, ,��+�,' ,/ �W.�.. ...-». : � �. ,i' ./ � �v"' � I° ,,•�" �e, ,,....- --`- .-m.. _� '"`°- ..e,.. ^�,. �m' � ,,we'° �µ .a,�' ,I` .i *'°"`" �,,,_ �� .,,,w.a� �• .p.�,. ^o, '��-... ,.,..... �.`"" ---°. ^n�e- . M°° r°" � .�/"�,,,. �° �r"' .s�...-"'. ..�"° r/" /�" _...-, -^ ,,.:?".. "°xa°� .�+rt .�1 C� �m �r ....." �^ ..vm. +..�.. ,,,� -�w ,w. ,�,,. ...�," �, �,+""' � �,,, a� ! � T .r„"° C � � �. "^-; -.,.._ , ,, �--•-T ...,. / ...^.. '°�w ^°°"" M-°^' �"'� .�✓�e^ :.m` .w✓"" „'".� _""a ti . ' (�' r «�,^,�" � " ,.-,�.�' -,»,-. ,^�.. ....'" w+�" ..0 ..^'" �„' � .r'�n CLOTH � FENCE POST SECTION � -. _ --.. --- .»�� -- � „ �.- -.�. � � ..-- ...-� .,� ,_. ..._- �� ' � .� .�� ... .,.�� ..�- � � ��NG "'ti `^�.�'. '^.*,.. +...�.` �.� > • ....ti.-.._ �_""' -».-r.�,,,,, -^rv:;s .-..u.� -..... ,,,�.,. �� '�� r-• �/ .w^"� z�^'""��, � ...� � .�m�w" ' r. d., i ( �. �. � . , /� ./r ./`"� """ en�" ..w.^' .�,.... ,..,,,, � -^^" �� N.�N'" � �,,.�^" � O"' r „r•.� � �,,,... � �r"^ H � �� ,(•w:.. -+�a,.�-..w�^,.,�� +..,.- ". ,u-�:�:. ..-�- �"�` p°°� '� ..^..� .....+ � . / ./^. , ' rd�' C� ..." � �. � . ..,"' l' ..�„' MINIMUM 20 ABOVE � '�. � 9� -' ..'' . ^.�` ,„" ° .�,,' � � �,�, .�"" .�« ; �' p�' .M-•- ~" ._.._ ..--- .�' -- '�M i. `"' m.,... rF�,4. . r. �,,,� '"...... '...*" ..-...' �"" ^-.,,� .�.,,� ^ •-.-.. �....- °'��' �, ✓� ,�+ °wm' .�-- '.'.." -...,� ✓' "m✓° ..✓ STRAPS ..:�y, �, r, r•�.,,. � �� GROUND FLOW ALL�W EASY O O O O � � -� - .�...` -�. ,;.:.' �...' -�,,, "'-� �.-- "' "" -- � -.. .. � � ,,,�,�� _ __„ ......_ ....- �, � a..- .�-~„-- ,..�- �°~° �"~�;,;;,..�' " °""� ,� :� '.�"" �. �"" �,,,'`= �C �,. �"° --° �y, �'` �Tp� ..�-- "`".,. �`"+b, �"„ "'.^ -a.M.. `w. ,.._,,, "" ..-.� .-,,,,� w..... .�«, '"1 �-.._ ...,-- -""°" r "`"M" � °"�" "'°�� .^-"" �-'" ' �t"� ,�+!� :::..,,, --^ kt w,�+" ,�..+' ,. �^ (^� �' \�/' .."... ..�"' i .+w° ..�" .�..'" � � � biOVEMEPIT --- -�. "" --• ..�.� .,.-- ....-- .✓° ,,.:.� � ��,, � � I 17F�] •-„ .»� ✓ " �.-- �+. "..-. '^a,. °m�w -..m ,...,,.,� �" ""'"" „� „,,..- -.-�. --�... ...-�- -""_ Y �„� ...�"' ..✓` sn'^ r .....b^' ...1° � i . .«�' ./� f1�51 vl' "1 /'�1 h "✓ '^'"� m�" '� ,,.w' /' "'..� -^"' ^- "' UNDISTURBED OF UNIT � -...:"� -.., ~�., -_.. --,. �,,, ,.�,,, ---- -:_. _,�. ,..._ �.. -- - .�..- _.. ..--- r ..-I �� ..-� � ._.., , :..... '' � , .�' ,.�- �,., ,.--� ,..- .,�_ ....�. .,-- _-" ` �1�T�t�_.�tGT�F�T�_6� � ""`.. --'"o .� s �` ,,,.w .�`; �'� d°"" „�. '�� , ..�.�' " � �� ._;_ ! � .,,� �° ..�^ ._- �g�� O . ...�, .� .�,,. �-.,. -, .,.,� ... °°�-• .�,. _.,.. ..�.-, .�. �.... .,v, - --$ �»- , ��" ,r � 0 �- ...,-� ,.. �,,, .,.�_,.,,, M ' .� �- ' � �' �'' r' �,+ -T' S U�.TI 1�F1 .,.�. -m° ,,,,- � .-- �„ ._. WITI3 GRATE �*`' ...,,."'"'^ --.. "~. ..� -.,. .-_._ _.,_., _,._ .--_. .,..,. .�- s ».�^" «.� _ � _ - GROUND ..�. ._.,. � .�,�- ...� .�- .,�` ..� �... .�-- .�.- ...� .. �- ��7�1'�w�� .... �,,"°,.. YYV�..... ..�._� "kri I.e.•y. .n.... ^--.. �~ �-... -�..... ..,.,,� � '•w�+',.. .+.o «. �..- 1 ..+° «r"' �.�. `-+,^ �,,.' �rv .r°"" •^"'^ r..a*^ w�^" .w�' „� di+ti! .! ��.. ' � f pr'r J � � � '�w• .-^.. lI'.(�y/� ��, .._.. ....«. ._...._ _. � .°'^^"� ti,,,�..«�, e"'^^ ,..._a. _.... .�__ �, n,,.. ...-^ "++_ "`e. °-"'^.+�ar., .. ......^ ..«^ �. """� ...°° ..b,.".`" �„• ,... ` ..°'' p/ > ,/ �. �,^"` ,�,..... "'°..� ..�' „am,,,. uw'. °'"w ^.... "°'° *--- -�. .�-- --- -�,,,, r .�-^�- ♦ ,r^ rr „ ✓'' �....' ..-... „.w- „s�°' ,,,,... �, MBED GEOTEXTILE CLASS F � � - ` � ° " " Y�,�; � � �' 1 w ' ..�- � °. �f �" . .�.- .,. � � 0 � ..o.. ...� ^ -d., -�... �., _.._ ....` °"° -° ` ..-�- � .�s^ � � � �-'° ' « '°' '`r'' .r^ �-- A MINIMUM OF 8" VERIICALLY � .a.° --�.. �. � _� .._.. ,.�„ .� .�.�. �. i�, � � � f, � y,,,, - � �- r,,, ...-- .,..- ..�.- ° ..�, '"" �p °'"" ...._.. INTO THE GROUND FENCE POST DRIVEN A � `�°` „� ,.�.. � ,� .,� ,,.,_ ,� �'�ai ,� ��, ��„. �-, ,�,. � � --~ �„ `'�- ,� .�,_ ..-,. "� �,�. '` .,.,.. ° „�» ..�-- '"� ._., -:. ..� ..�- �,. e...... ._-- .�._. _.,... �. ...� ...-..- _..-.. .,�,a ,�, -+•w «-"" j„ ... `�,.,.� w.�. °"' n,.., .y.. .,�'°' '� � � �� .«w O` ..m° ...a^` ✓°' .„,..^ ..�.-^ .... MINIMUMOF 16 INTO .�-� ,,,.- ---• �-.�. :.:.- ,�-- --,.. � ,.�. t .._.. ._..._ �'�.- --` . ..-. `...-" -' `.:.«.' `�." �" E ' ` �',Y„�.� , m o .�.._ � �„ ,. ....-� �,, ,�^' ,� «' � „�,.. � �,,,,. � .,.- � ,�,�,. ,..�- � „�,, ....� � �,,,. --• � � ..,� STANDAF2DFABRIC _.._. ...._. ._d, ....�' �, _,_, ,� -�.,,, _„_ � � ,� ._._ ...... ✓' ,..... ✓ " �; ,»...., «� .�.wA „r .r^ ...-- ..� ..--- s .�' r' ,..� °"" �, ,. .-"' ,�r -°` THE GROUND IS AN ORANGE .-� ,,- °- -.._ .�- � �. .�.- � ._.._ .-�„ ,..._. ._._. ,-� � .�. °� �,�. � . , � ..,�� s '�-- '° �-- °~" �.-- �'" .,.--- -° ..- °'"" ..--~ .,,,,, �'° ,.,..., .-- �, .a... �,, --� -~'- .✓' Y-- �,-�- � ° ;�-- , w � r�"": � ..+� � � WOVEN MONOFILIbiENT �"'" ,.- 4 ..--' ...,�. -..,.. „�,� K-o- �,. ,..�••° �""" ,,,�.., ,...�, »-�.,^^ '°~w" �'�, ,�;w •�^ w•tt ,r"'� ._ ,..�• �„�... ,.�,.. �.- ...-� s ...-- ' P .�-- �,,,.. �,'. .• „�r �•� �, ,�.. ,,,.. _.�- ....�- ,.�- .�. -.�.. .� y ... a ::�° ...-- �,•- r ..� o r .r-. ..-^ DANDYBAG� " ^°°` ..-- -..... , ...�° "� .,�- -"°" .� � � Y �....- -_,.. �--"�"._ a .e ...,-„ ,..�:- „ 4,,..,, ,s° ..�;,°�'• '°�.' ...- `�"" r ..,- .r' y, w"' .r .�-° `"� ...-- '""`� NP` '..�- ,..�^° '� ..�°' "' ,`.. °`" '� �,... -^-'- '' "'` �.-- CROSS SECTION G�.� _ _. __ ,t4 � _... .... ° --� - � _- ..� .� .�.. _.�... � � _ �._.. ,�,., �:.- � � =-= � � � ��. ; .�. -- ..� � -- �... -° .�- ,. -° ° .�. -_ .�. -- �- .-- �.- _- �,... -- ___. � .�.. � _ .�` ,,.` ' -....` s° """ � ...-- -.^� � `,.- �^°' ..-- ..� _...- '^+„' `".�' ./ �, .I° .r-° "".... °` � � r ....w. � „�- � � � �� '"«W+ 'w'^a", I -°° """" � '*C^,�.- ""'�, .r „s• � �... � °° ,,.�P ` s` � �,r•• -�° ,we� °•`I / � �'0° „I "°~ r- '"'.' .....1.' . . � ��""` : � �. .yNn` ��-r�-^ �u*�' � � - - C _. .....a ..._... ..+..- ._.._ _._.. .�..� ...... __ _._ ° . _ �� esAa �/ �,.... 09 _�.... �Y^' . '�'� �.,,c � � M� � '1�...� ,«-... ..-.. '..tu?..^�� r^'. ,,.., � ..I � .�^�� ,,.., �.. � ��p .+u'� � �+'"'. � . � .+�"`� ��, ...+^'. . . ,�✓ ' Y .b . 6 . , _ �...�� .,,"' w� � .d° /�� d.� ..�+�� /' �� f eamWd� ,�� ui✓'"n� �i . � „„.�, ....�-. '^"� wM"° �°y .✓ w' � � ��w� �""' ��r� yM"` '� .-+"' ...-� ."'I � ../`� �� `� ....✓ �,,,,,, .a.�� +�n a+n... ..�,e.m ..aw+ ..r^" �,,,. ...-,. ,._... ....... r,�. ,,,e,�.. ,.m� ve�m? 'y� . �.�.,,w y;.;,' �„� ^.e_,w�.n �� .._ _...- '`�r .�.°' Wy"' ..�^° �, f �,�,.^' '°�� '� �,,,^'.. "P� „"�'. ""`.� � � POSTS � � � r� : : ,- - � �,. .�.. ....,. .� ,.._. 8120 .� ...... _.... � ,y .�^° .,-- ''� --' '� / � � �,,, --'' ��. �»n. .,.�,� �''� „�.«� � .._..,. .�.. -p- --° ,�.,. .�' '°"' ...-t� .-- s ,--� .�. °° � __ .,.e.- -�^" .....- ...`- P• � .' ' I _ r""' �; �� a"" w,n,,, A' �"' �,y °`' f > `� r, '.�." r r` ; , � �/ mm„ ..aw � '°m« a+� �r ! �• ,�.r ~y ^� .'^'v ,f"+'� �" w,.�. __,_ „,,..�� r�°"" ,,.-^� a . ^' V y�',� ' .+""" °""'° "".• .� .....- ,...�.. e.v:'.� �.� �� ./'� ✓r• ..f'� / ._-.� ..�..w w,,.�` j�` . , , �,�„„. ..w .r � �..,, ««.�^`, "F ' s ..�.� � �... �, .,m... ..� .ai4 t� ��,;;,,,... ..✓` r� s .�'°P �,. �v ,.._.�. � ��.-- „"^' ','�.Aw• y.. a„W,�,, �.." ..�^" s SECTIONB ,.A- '''` �„ __ �.... �� . � "' -��- .�. ,,- �'-~ '"'"' m_ ,�_ �, ,,. � ,,,. ,,. � .�..,. .� ��° f �.... ,� � , �,., � , ,�%�-' � ; � '�"" _ _. ._.. .._..- -- �-°~ _'_' � � .�... -- ---' '"' ..� °. �.-. °"'° .,,- �, !�„ ..-- ---- -�- -�-' _ �TNV� T��I� SECTION A �� ,,,, -M°� � � ...�.. ._..... � «... . .,_.... .rM-.. ._,_, . {m.._. �� f ,,e� °r ,� � '`'�� '�r- °� � � � , ,�.�.�+�"" "� , ,.�' `� � .O'- 'r ^,., ........ -^-- -- '�.'" .m^^' ""� � °w'" °.�'^ -'' ^"� �� ,�° T �-,..,, w; ••^:. .,�"� .�..- ....... ...... r,, a+^^ ,,...' O � i C� STAPLE N . T. S. .,.� �... ', � `°°- -.�., .� � ....... s° ,/ _� � �,._ ,�,. -��' `. . � °° �„ r � ,r. -�-° j:�- --° ,... ; � : .,�-. .�.M .�.... ...._ �:�, . ...,_. � �,,.. �,.•� ` � , . �., _� � _.. .� .� -.� �.,, ''£ `'� .� ;,;� / i �.. � „�" ,� � ...�- `'� �-,� ` '� ..,-„ � � ;� ,: STAPLE � .,�- -�„� �.W.. ._.. ..�,_. -�. � ,�' ,�" ,�' '`�"�' ° � ...-- ...-- ...... -- .,�.. ..°�' .....- r,�:."" ` _.... ---a -'' ...-- .,,-- �, - � J01 NI G 1' 0 A JACEN T SI LT .,� �°° �' � -er3 ` �° �-- �,., _ __ '` � '� �" -° ��, `` �` � -� : � °.- -- .,� ` �" `� '" ._ -� ,� -° -- -° --...�.�..=° �� ..�' _...- -." o°" .�, 'o. -_- �°- ' .�-" ,,�° ' ',- ,r ,! ,M.... :�. � .�,..- o S� 50 `_° --' ,m ... .--- � -° � � .� . - �'� ..." "^-... ,� °«�,,. -.nMe � �, .r'° a� ,M »^"' �p � .d d �,° . �, ,*-�^,. �+-* .r^ ,..r '�� ,r�`*' �� .W-^ ".. 's �.""�.. �°'°` """... .�.-P ._..r � ,.'... ,,,,_, r � � �„ mw*° m M.«. ,�,e.. .. --M- � � FEPJ CE SECTI ON S .�- ...... ..� .�- �- �, .�. .°�- _. -.. .� °- ...._ � �. � ,� _ � .�- °� �, �° ...- '".- �' .- °� .��. � -� v- - � .�. �,, --� .�.�. _ -�° ' ..-� -- � _. ..� �°°�_ _ -_ - E ,_. r� .r" ..r^ ,,.'..'.: ��i , ..+°" ,p°- � y w `'w '`a, "'^. ✓ �,. ✓ '"�! °� „/' .:!' a✓'� � y�� ,.,.... »....„ ' f" �. j �„ w,.^' .,,,,r /° ,�--- -"` .r� a�fif,.....°" _..- ,d'"' .-„^-. � . TOP E .. ,ew' .M�"�...-°" i' y., ,.-0' .�� ,,,,r ..sta nrc�.'F' """" � '�-ar^` / �S. ./°' �. �... �w / �. i ,".� `',, �' ,.✓'� f�,- �' .- �°:� ' .✓°� . �, ,„rwI' .�mw�'�, "� ""_• �� ✓,• �„ "_ �,,. ^""�, w,a^ "0��f .. ,'�,"°' __ ___....• -^°'"' '__ ••_ _- I �v %,� a.. � ;:. { ¢v �,^°. �,,,.,, ..e. 1 Construction S ecific .,,� °"�_:�-- °',�,� �.�;;,�- °.,..��°,�. -.� °�;= �,_ ..- ,�... -�;„: ;,�. �,. .,� `�..� . _ �� ,�,,- ~- .,� � `"� -..w .� � � � ..,� �,, ,.'�,. o � s ,:�. ,,�, _._. .� ,�.." �� "` r °__' G�y -�. -~ °' ....- --�° �, --~° `"'w_ p Q� �On 'r'J �Cv'" .v� ,,.,•+ � ,.,..-,� �,,, � �..� � � ` � _,,... ...-.. .+^" ..i_9t�„a, �i"'" J' ''�� "'^„` �` ��".." '..�. �' � "^... ✓""` .°r /�,s'" �"�' 'T`� .,.,✓"'" � ,' -�""- ._"- ...� ....-•- ^ �, ,�•- �^""'" �, /'' a.�°" +Gl?'"�V�✓,� .�.�- � ,�,...,. �� ,�,... •---- � . � ..,r� ""... „r" , ..+�' k �.h;-' „""` ..�.... ..._., .....-. �� '"°"� �+""� ,�.' .a� . � � � � a9 ._.� _..-. ^^ ' ."" ,... -^"' r'�° _,,,,., d I ,.,,,,.. ,�..,�.M-- � .,w^' .w"'a .o,,.. ,»-�" y '�� .+�"". � "`t `� -_,°"' �/ a�F" �,r' ,s�^"� w,�" w�` -�,."�. .�.��. � "".-. .."'�. �et�'.' ..."' �ow'» .�^M �,,,,", ,�;�.+.:-^�^-` .."".. """ .....-. .^.a.. w � ,„ � n.,..a. � ..•,,,. "y '�,,,, r"`� .% p � /' .�. cd�°, ' :/� r - `� -..... .:'- � �.-„a "" ..,a.�. 1" O _�...,, r.. e�,a .. � 1 . Fence posts shall be a minimum of 36 " long driven 16 " minimurn into the """"� �'.�,. � """` `°'"`` ''" -' " � ._-. -- �--~ --- --- --' a '�- � -� .'` .,' �" �. '` ,,'' .�'' ; .,"' ,. --- -•-- -',� __' _._ `.�`. .� °,�° ,-,° �,� "- ,,�.. ~'` -�,° °"_° 'P-° �-- ground . Wood posts shall be 11 /2" x 11 /2" square (minimum ) cut, or 13 4" dia. .,,:��' ",��^..:�""`.,�'' �-°'^" �""-�...�°"�." �.--� °.�. `�.' "._..' m_" °.�` ..�- � ^ ��o� ",�„ �.m ~ � �'~� � �'°' � � � �.,.r .-�-��"_ .-° `�d°" q� "��,�' "� "r �' ''� ,�. ...,_ .�� . --�--�-� ---°.� ""_ -"'" -` " '°`-'.�,'"'� °� "`� `_" � ^" � .� - ...�. .� � e � --" e�e / .._ _.,. � - - �, �,, _... _ . + � b �� ..:+!> p�,... w� �„�,.v?"'- n+"'", �a .M-,. ..w..m ---, __ .�.. -.n ..� .�...... `! � w.n. °S. °°w »..- '--°' ......^ �^ _...». .,m., •--,.' " „� ./' „./' ✓' =t� ,,» . .�- r ° °'° -°'" s . ,�^ .^°" ✓ �Y �, .. .� -.� °°� .�.. �. .a..� .a.w� �, ./ .-' `�,,,, ^,ri� . .._ ....._ .. .,� ._._ _..._ -�_ .�.'.."_._ .... - ,,. ...-- ,�« $11�C1�„ �� ( minimum ) round and shall be of sound quality hardwood. Ste21 posts will be �;, y,,. � •.,.,� �,,,. �,„, ' ,�..� �, _..�.-- ---- - -�- ��- -- � __ � ,,,�. �,,, , +� ;;i ,.-- - -- " _„_ .-�-� - .....- .�-� �°�' "" _.�„ �.... . _.. _ � p - s ^�.. ^a,. ..�. .�.-� `"°" /' r" �6 £�� a.� . { � . .�.. __ ._... .... � � � � ..� standard T or U section weighting not less than 1 . 00 ond er linear foot. '" � '"" '� °"` -�'° -° -- °'°` °`"` � � �""'" .;"� °°` �"'" `°�° �' °"°� °` �' `�- � �"° � �°°' """"' �` W � "'� N ` � '� � - °� � -~ °` �� .�~- """` � �-' �� ""~ �r"' ~ p p � ,��-.. .�- "�"` � ..-° .,�W^, . .,.° a.. . . ° __ - ,y °�,.. -^�° .,..�-- a„..� -'' � .,.� �.� .,.,.< ;" �^ � ""r w•ro°° °'�'� r"' ...." 'i �,,." �,--... ' °'ti�+iro ,r�.+ �..v.. ,..... .�.» „�,� �4 ,,,,�.. ""^,+, � ,,,,,� �„�.� �..... ........ µ� .„,,.. ,�: .r✓"' ,' 9�iw � ' . .+� , f'^ .._.._. .M.,... ..e...- �.. -"'"" ..."'� +�, .-^^' �� „"" ° e''�� s � y / :'/' «a`^ �,. ...^^ �,,,. y�,.• , �, / � ,....• ,�..i� `�.,^ ...�,a � . .�� .,� '*-.. ,� "`... a...- ""'"'" ..-,-^ "a'� .-�.� '�' .�-^. '"�� #�� p,•�" , aw" ,M°°";•: . ,. � � '""" , ..... � .,,Q.-- ✓�° �,,.. 9��8 g . x ::✓' .+°"r .n„" ^"a °"""w "'"�� ..e"� ^r`� '�,�'" ""o�° � ... .... �.»., �a.,._,... i 87 $o O" "'�+�^ �`° _,.-,. ...... °""" "°°"� .�..... -.'°.' �^°' . '( � '.._.. - . � , .i+X' �' ✓° �y., „w... e...6. .,..... ,w.w�� pyM V� �O ,,,..v� B . 2. Geotextile shall be fastened securely to each fence post with wire ties ' ` .-- ��° .� --- °"`" _.- -°-' ..-- °"" .�-° "'"`� -� �'� - -- �`°- -� --- --- "'� `"� °° ° � �4 �° �"" --' ��6 � ---' ° ,�a• I � �:.�. �.� ...�._ .-- --- �-- �- , :.� ✓'"'� �,. �, � � _... ._._. .�--� �,_ ..--- " .: 4ili� � ,.. .d°°" / -"°"� �.. -° ..-.^ � w..o" ti,,,,,,�. e^^ � ,�, ..«,,,.. -+,..,. . ..... ...�..... .«»... ...w... .. -.-,. �. . �"" °`w "°"*,. � ..`" .�.... ,.--„ .e..-- --°- ^"" ""°" ...w A ..�^ . .�,.` . " «„''a'"'-" , a«^"' . . � .° �p,� � ...-.. or staples at top and midsection and shall meet the followin re uirements ' � - °�"" -°' - °'" .--� ._.- °` ;,�.m � ,,,,... .-°� .,..- °° p.--. �°°° -- ` " "� ..�. ._- --- .�.-. ; , - �"" �°' �°° -'� .._,,, .�.,. . r� s! .r for Geotextile Class F: 9 q �;-, '-°�,, .•- 'p- ..�° �,,. ...- ..�-� �-•. ...,.-- -._ �-�- .�. � �'�.. ._... � "' ~- ""' ~° � � ~�. ,�� -..p °.,� .�." ��- `"" .a,�, . �- ,:,� """' ,�,"` �,.- �,, .r ,.,,. �.._ _ + .,. � `^ � � .� �.. °' �r ,..,�5lL"'1 `- a..�... �� ,�.�w.:^-.'..«....�.. .,.°'" ^'°-..- .,-,.. �, � �'m ��,-_.,,„,d ..,W � '°'."" �,,,.�- ,...-- ^'^"`" -�"'° ..Mm� *^'". � � , '�^'° �. °�" O, � C �,�,.» ...�_ .... . _-� ./" ..a*" N,„n+^ '°� � � -^«• °,.`" . �.. ..�.. «.,8� 6Q`^..��... ..,..,, � ,,M�o..,.� �� ,„, ,, «w'° .-�"' � ,,.M � �..- .A � *o..... *-..�.. ,,,,,�,,, ..�... , : , �s t , � , _ i -, M.-, .,.�, � �� - .._.. .. rn „�,.,, � p�„ k,,' ` , ,,, ,, ..... ,.r'- - _ ..` ,.� _ v,... !�;�; '-." -�..�. ,--..., _.._. -i.^" ..'` L Tensile Strength 50 Ibs�in ( min . ) Test: MSMT 509 � � °° ,,,�° � ';. ~�,,, ,�'" �.,,, .,� .°"" , , - .-' --- .� � "`.' ..,.` -.. � �� ~� - .�.- � .:.:=- , �' .�.-- ��.� �` °� �� -' � �"" �° -° �° ---° .� ..= , �� J� �,. �� 1�1�„�1 .B� �. ._... �_,_.�-- �,,. �.. � �...�. .: ,�,., � ;�" .,.-� �,.. -' �..., ---" ,,,• � U � � n ---� � GENERAL NOTES FOR SEDIMENT CONTROL m w v v Tensile Modulus 20 Ibs/in ( min . ) Test: MSMT 509 � -� .,.-- � `',. °°`",�°i�'"' .- ...,._ �,_ � �"" °��T °-- --.. ``°° „� � -�- „� -�` „ .,� ;; � --°' .--� .�--� «� ,.-- - .� ..�- ' ' , ,�-- _. _- _..-- _.-- -�-�` -._. ;:�- .,,�. , � .o -,-- .�°" �-, s' .�..^ w+�� .✓" / wA° .^" �, ..r' �,,, ..,,+' � `^-r ,.«.�.�- i ,�„„„' , Ya' "'"a'i. . .1,�"'� � f" °°'°A I' r � Flow Rate 0. 3 gal ft � minute ( max. ) Test: MSMT 322 ,.,.,�...�., -°--. �„ .� ,,,- '�'',:.:- �,,, ....- �. _.- �„. ...� �-.- �... .-S .�,.,, �-�-- -_.. �� ,�, �;,,,.� .�'-,,,,,: '. .�» �' „ ,-, �-�. �,. -°'" ,..- �° ...-- � .-- � � � � Filtering Efficiency 75� (min . ) Test: MSMT 322 %~°'..- -- `..��„ "°�. .�a � �� " �r ;w„° '�° -�- ��_ .�.,. ~�8� � "".` a=;,,�,� -�° „ , ; �,,,.,.. ..� � ,%�"" �"- .�.�.. ..w..- ''" .....� � � ...- . � ^"'✓.I.�/j° '°'..'"' � �"""�.....- i�. ��;,,,., �.�..... ,w/" .�..r'��w�+'� , ...�"�� ""�"' +�+r++x. x a..r o :aLq�fox ^ , . .�..ab w�*'" � . ' ....�... .,v,�... .«w.. °� .r'� .,.,.. .._„ ^"M� "� � . „ � . . � �� Jr^�r ',�..y � �� +'""' ^'"w � , . . � " �"° "� � �- --° `�� -° """ `°� �"" � ; - �� -� ' °�"°'' "'`�� ', � �'�� """ � � ��" "� '"" � "� 1 . INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN � � � � � � .� , ,.� � � ' '"'� `�'-�.... """�. "'" .� ...... a..- «..� °"°" ...-- ..�., z.,b. ,w,,:. ^�,,, , .,�+w .,,�� "'' -_^_ � � _..,.^ .r.. � ....^^ ^.,» � 3. Where ends of geotextile fabric come together, they shall be overlapped , ,r.f, --� -= ""��°° �"' �"" -- ��°�`� -�- "`" �� " ' �"'° " �°-� ` �""� � � '�'� `-� �- `�`� `� � =„��- � folded an � sediment b a `�� " "° � � �"��" � � � � � � � � ��'"" �� ""� �'"` �� ' � � �� ` � � �`� " � ACCORDANCE WITH THESE APPROVED PLANS . rn d stapled to prevent �-� �`"`�---- °� '.�,° a � � �� w-- -- � � .�°° � � �J.�?. ��ma .�+. �„"° ,,,.. „/' ..W'. �....�. ^^+,+i �,,,,.o w.w+ wa +...... w...+ w,�.... � 1 ^^rt. �N�aa +w,..W ,^...«. , _,.,,. �,,,,.- ^"".. fp„„._. ""'" �„. ....,.. � a...�„ e...�' �,.. '"^�,.. O �„„r ....- :.w ,..,-. � _.....�'� �i .�..,, ; � """. : .,,,,,,; � ,,,:.�z' � � � � ...-" ,..�.,, .�..�. °�""' ' �,,, �..-- ,.�.� J "�� ' � ` � �`�` � ' �� ' �"` � 2 . ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY � cv � '-'� .�'"j "`:'"°w" ��,., .�',,,.`�"�.+",` ,"'r',�,. �...•.�.�...m..�...��°�' �„��.. ... .as+°, � � +^'M: { ,+w,� � � �+4�-,�"� �,., ,w . . , � �„,r .� ,,.. ..� ..� _ ...�- «.. ..,� � �.. n.W�� .,..�-"' e ( � ' .�^'"'" �'N° ,*. '. :, : , �S � . . . � ' , � . . ' �� ,» w„ �,..� �� -• �' . Y"r �"'!� � "". W *++r..c ,�,,,,. ...._.. �"'" � ..+''" �„ n'�' � +.w.« M„�+.,+� d .,,-,_ ...•+" ..+"" �,,,,` . �-^" �.--' .-•�•� '...,.. 4. Silt Fence shall be ms ected after each rainfall event and maintained when ,.�,°°. �`` �" .�°°`"""" -�' �� °' �°""` `�'"� � *�'` `�� -°�,�" '� =`�'� ° �"`- �` ""� �" � �' i-- � � MEASURES UNLESS SPECIFIED OTHERWISE ON PLANS . � 'd' � .�». �.,� ;� ��y �^ � � m� -�, "�,"° ...-- "'� -~"' `.-- - °' s' ."`�� `�." �.x: W - � �r � �N'� � , � �,,,. ,( �-.�- �e�*�� •-- � � � , ..wn: �„y�;...°. . . �m,,,� ^�` s � � ""' r ..-- � ' -�^" '"' ^�. ^�.w:,; .1 o bulges occur or when sediment accumulation reached 50% of the fabric height. �' �°°°; �, ,� ,�,,,, ��''' f... �"� „�,,,. `"""` �'y`"""� ,.� � .-.- �--�• °" �° "°" -' "' ' '""° �, � m �(V qr �„�'' ; .+'' a wn. , ,. �"' �y/ a" �°T „"w... � . ; �cA.,. ��. .e� °°" w�... .wr^ �,,. ✓' r- ,,,,..- �yw �p -'""" �. N . T. S. � ,�:� .- '`� ..�.� � � °. � � ' " � � = ,,.� ; .;,� � �-- .._... ._ � -�- --_ _-.. .�- °�,�. .....�- �` ..�- -�.. �, .�„ �,,. .�-�. 3 . SEDIMENT GONTROL MEASURES MAY REQUIRE MINOR FIELD � � " `� '" ��'�` � �� ' "' °� ��` °" _°' ° �° ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO INSURE THAT m � � �,, w''� d„ � '/r '°� '� '� � �' „ �. .�,- „ ° ' -ea- ....._ ........ .�._ .s.,. ..e..._. -.._ _.._. .-..... -,-.. .r '..'.. '°"�' . 1 r � � � � � � � � � � � THEIR INTENDED PURPOSE IS ACCOMP �ISHED . ENGINEER ' S � ....--_-,� .,.� . r . ,�,... r^ .,�- � �61_ NGE D All_ -� �' °� � � -� � �,� ��r - � �� - . ..��.�� ._ ._� � � ��. -- �" �" � "` �" � °� � � o -C s� '� ..,... � . . r � ..."° i�. �/ �,�.,.V� ..v.m.82Q�..'°^ '++.,o s�,,.,, ,�.,., ..""'"� .w« ..�w�^"^' ..-... ''~."".� '� � L a -� �° '�,, -' �„ -�" �, � ,,,� • . � �� a ,.� -°- � ; - --- ;� �;-�. ......_ ._.._ .,.� ,_... -�~ `"�...� --� "�.-- �,.. -°` APPROVAL WILL BE REQUIRED FOR ANY OTHER DEVIATION FROM � � , ,, �,,, ..� ,r � -'' ,� , : .�,° � ..,� �°"" .,� _._ __ _... _�. _..._ .a.... _.. __.. _._... ._ �..>_.._. __ __ _�. -- --. '- �--.. °��-°. TH E A P P R 0 V E D P L A N . � � ° �' ,/ ,� ',�." ,,.,. .�°° .�..- ,,� ,;;� „� � ° ,,.� , -°' _ .�. .,.. __ _... ....... ..._. ._... ..�.- ~�`�. ..�.�-- °'"„�, -„.°` � o 1 �.p' / � z �-'- � c..� mPn „.-+. / y . r^' ^ A°� � ��E� ��.. y ° �. � � ✓ � ��,,, ..^"'.. i°"� w...+r '� �yw.e.. ......+ .a».. ��."^ ...w. °'�r ....m... ..... ��:-. «..e .... ""' «+.m.. ..«... .�.+"° ...+^^� �� ,�,pw �n .,n' � ¢ �°° ,, -d°"` r° d ,,� � --° ,,,.� '�" � � ' ,� "`� � �F � --°°° �..._ --� '` �...- -- -�-� " ' � � � � �� ' "�.. -.-�w °~°� ' -- 4. P R 0 V I D E C 0 N TI N U 0 U S I N S P E C TI 0 N A N D M A IN TE N A N C E 0 F A LL � w � o Z � �„r °� / .,,-- ° .�� :�w"" M..�' ./. _..._ .M .,�.,.. .......8210~~v° � ..�.. - .,m. - ``° ,� '`„ '` µ "�'" µ""� � .�..- - ° �� SEDIMENT CONTROL MEASURES TO INSURE THAT SEDIM � NT � � � � �� R� � � � � � CONTROL EFFICIENCY IS OBTAINED UNTIL FINAL STABILIZATION OF �' U' °- � O 3�f[_ ,f� fp' � „�!' �/ .,,'+" ,. . ,...�'•' .�.rw ...�- � � m m � � � /^� f `p�� /� � � "� � � a ~� � � � �� W� � � � � � � i � � SITE HAS TAKEN PLACE . O� ,/ ,/ '°^' ,/ /' �` ". :� ,�„° � '.� ..�.,. ; � � �"' °� """` `." _ .,.-- -�-� .....- �.,,,. ..,._ ,,..,_ � �,,. f'' 'r �+ .,�° -� �- ...�- .�.-. .J' � /' �+" ° � / � � � ` �e' -.�� '."'.° aw«. �_..... �.-. ..''�, J n _ . M. �„ � ,.,,.. . ,,,,,,w, �,� ..n^^'" W ',� � �t �',� ,� / ''� ,,�' -�- _ ` F �""" � � ` � �.. � r" � � �' �� ° � �- °�' "" -•-- °° � .�--� °''� .-- �; 5 . INSTALL SEDIMENT CONTROL MEASURES AT °O 00 °1 / J / f THE ONSET OF o 0 0 > � .� . .-� o-� � ..�- f ,� ,� g,� .� .�' ,� �- � ,� a �.g22 GRADING OPERATIQNS SO THAT EFFECTIVE SEDIMENT CONTROL � �'' �`'� .�° F d' ,� �T ° .,-� / .�"� �`,,, 'r ��- °� �� ; °�" ..-�.- --- - .r- -° --- ( , '' „r°� '� ,.°" �, f �a �', / J F p i��. � , : ''� /" .�`� . 'f .'�r .�.�»�^ f ;w /.�, �w� Y S � ' `,.. -�--- ^^�" � �� p "u� � �,. -.^°" � �� ..--° ..,,.. ""' W • - ,.. d ~ � � �' �' �- ''� �°' "� �"°" � �'' %' �°'" '� � �' � "� � � � � � � �' "� � � ' � '" � '� � CAN BE ACHIEVED DURING THE ENTIRE GRADING OPERATION . `t � � o � �,,.r� .o✓" �a r° �,,..� ,/ �, �""" � f� > u4�s, �. � �#�`�� r .< � � "� � a.,,„ -^u° '^"' .+,,. '� O ,d „J � z � � � � � � � � � � � � � � � � � � 6 . STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED N O O cn w- ��, � .�..�- ~'° ,,,�. -'" .-- � �° � r"' ,�' �, � +" ' � $ � ,:,�.�? �„� � .�' ° - ° ...�'- � � � STONE SCE UNTIL JUST PRI � �� '"�ra'^ � � �'d`.- �,• �- � >.:� �,, � s",, �°!''� •� or � � ,,� - . .' ° � Y� i t � � �. � ,� ., I- `" � �., r' °""a- ° . .r^ .✓`� _...: , '�"^ ,✓ K^j��. � x -.^'" �, C-��7 ( ) OR TO PAVING OPERATIONS TO > �• �, � "`�..- �% ` � _.... .�-� -�' �,�' `� ..�~ '��,..- '� .r° f � ` "� '� �` "� �� r � „�., .�.. -- °�' `"'� � PREVENT TRACKING OF MUD ONTO PUBLIC WAYS . W �y°" ,--• °�- r ""`` .s- .,�» _- �, .r� d�'�° ,r / '�'' � �; � r a+� �• -- Y � � ,.�°` .1'' r' ,r�'' r'' "° � ?" � � � � '"� � � ,�° '"� ,r ,r r, ,�' �, �' ,,� -�. ' � ,..�,._-'--..� ? "�� ' � � � �. _... .-- '' 7 . PREVENT ALL SEDIMENT FROM ENTERING ANY CONSTRUCTED z � � � �� < �, ✓r ,. � .�' �, ,.,� , �'"'` � � � � � „�. � ' ,... --�- --- �-- STORM DRAINAGE STRUCTURE BY INSTALLING DANDY BAGS � � : � � � � = ° , , � , , � , � � - � ,,.. `'' � � � � .� UNLESS SHOWN OTHERWISE ON PLANS . z A � � I�"I � �iA �,.� �TA Ile�l � � /j� )]� � � $� � r � � � �; � y�.�. z .� _ � _ Y..- - .�✓ -- --- �� ( 1 � ! l � q �C re✓ �"rw � t � i} "w.n 3 : � ..�.r. u.�+� "" ! � � � � ,� � ,�- 8 . IF STABILIZATION OF DISTURBED AREAS IS TO BE ACCOMPLISHED � � � � --i(-� �- -- '` _ �-- - �-- � � � � � � ,� � �, � x .� �"" r,, ; ,.�.. �. � ,,� �,. ..._- -- �, � „_,. -- � w , . DURING THE MONTHS OF OCTOBER THROUGH APRIL THE d" '�' � � � _ '� .,.-� .,-� > .- ,- I � 1 �! d � � � _,�.: ..� --. - ,�. �-�- �,- -�; � . -_. .�- . � � ...�,. ...- � c� c.� m o , - ..--• °" '' � .�„ -�. � ,,� STABI �IZATION SHALL CONSIST OF MULCHING . SEED AND MULCH > �I-� �'`V � ��3�I �� TH.-I � � � ..� E .�E � _ =.. „� � �' ° �� .�- � .� .- ,,� �.. - � � w w � � � � _ � � _ _ � _ o � � .._- �-- - �-- - � ` °-�, • � ,� ,��,� 9° ; ,r� . «� � °';r. -'" -- �.,� --- AS SOON AS THE SEASON PERMITS . � � � o � �w �"" .-'' , :. ° -+ � � ;� .f �� 4�f�� '� ��- � ��" -° � ' x �° 4.� "'..-� �% � � � � P ��I 9 . STABILIZE ALL DISTURBED AREAS N � o 1 -e � .t� �l. ,,,,, �,, . : . , . � .-� --' ' '°"' W � � � � �,� � ��, m � � � � � � �,,,. ,,,- � OT COVERED BY PAVING AS z z � z _,_ �,, ,..,, � ,r / � °� �'° ,� �F� � ....., _„_ ,..... � �:` , � � � -� �- --. � � .._ �. � .� ,� � ,,,� � SOON AS POSSIBLE BY PERMANENT SEEDING AND MULCHING AS � � v w � t,,. ,�" r'� � . ,/° e'` � ./'� ,.. �, i;, � ��,'.�a `ti. ~ f � , � -,t � ' '.».�.» ""'.�' a .,.�' - � � ; . 9�t . 3� �.' .�. �...�..v n.,... „ �, (� Q W p7 �-- � %, � ,,,,� ,,,,,- �,�. ,.,-� - ._, �''� ,o � /' ,r ' , � � ,r '�°`. �'` �+ �``��. � , ; ...- l� PER STANDARDS AND SPECIFICATIONS . w � = p <c _ . �a- �°°...^° �° �"' �� •�.,. �`' '°' .,.�' ,�' ..�` f �"' , �°�, .'`' s� ✓ �., -.,_. ' `'`' ;: ,� ` o / �a J � U -� � r r� ya„• «w,,.� ,w� ,fi f •� r�' �,, 0, {r• ,/ /° .P : .'� / /` / �" ....., ...-- �, f , � ;' `�`- � ' "wr-- ; �t` �' ` � `"� ' �' �� °' `� '` �"" -•' '` �-� °'� �' �` ° �`° '�`" ;� ,r �� 44{ ,�' ` / `�- ' �.. ` � qy�� { � f' � 10 . PROTECT ALL TREES TO BE PRESERVED DURING CONSTRUCTION > - � � �"'" e' o,� `�;``� ,F'� -'� ,�"' ,.- �°-• �,�. ✓` �' ,f J'�' '/pB .Y` r' , ,✓�'��, a� f 3 , "�' s , 4 4 � � ,.e- J ir � -�`' ✓' ,,� �'` -`,r ,� ,, -` ..- ..-- � ,�' ,�' / ✓` r' °' �` �° .�° ,�,e �3 ; : ,, � �, ��`;� s � �` � � � �"' ,� ` �' / O P E R A TI ON S . .- a� � � f.�`� '°,`'° / � ,�' "s° r` ,,,,. ^,.' '�' `�' M r" r°` '� � .�,°° �'' r' ./` �, ' �, `� � '� ,�" ,,o �,/ �,�` s'` ,✓ .t" � � °�,. .� �" � �`" ,o�, �,.... �-- W �,. � ,., / �, �, ,,,. � `.- ..._ ..• � �,. � �,, / / ` d .,�' ,,,' ^� / ..° / `� � ° � { � ° pp,�,.�`' 11 . APPROVAL SHALL BE REQUESTED UPON FINAL STABILIZATION OF � Q� ""° '� � r~ r �'✓`.✓'1 ,P�,I� d/ °�"p' ,,' ,� •'+' �r'� i a f R�= ��;� �''' ° ,',�� , , '� "°"` F,S'.� ✓ . � .� ' � � ,`�� !'� ,� ,�' � ''� �eP �C � r � �" /'.� ` �r/ ! '.� � ° � a .1 ' tt t 1 , � �B p@ �•�'� � " . 3 ,�' �,' ,� . _ � , � �'" ALL SITES BEFORE REMOVAL OF SEDIMENT CONTROLS . � , � .-- �Q 1 . � _,� , _ � ,. � a, .,-�- � .� , irf� : ` ° � > � ' ,,,�'mmr� „~" ,,,''�' ,r^ �/ ,r. . l � � .i5� i�� b s: �� I : t � �� . s �e ,a•° �"' �, "r� ' .�^" ,✓^- '�' '� � � � � O _ f 4t� � ,/' .i N � '� � Q r'` '✓'� '° s°e �r�� , y{f�.�:,. o �' � f� �,f �,r .✓'e d VA lL RESOR TS DE VEL � PMEN T GOMPA N Y VAIL , COLORADD RE TA lNI NG WA L L DESIGN SO/L NA/L WALL NOTES MSE WALL NOTES GENERAL: 1 . GENERAL WALLS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS FOR SOIL A. WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS NAIL WALLS ( SECTION 02444) . FOR MSE RETAINING WALLS ( SECTION 02836 ). THE SOIL NAIL WALL IS A RETAINING SYSTEM DESIGNED TO SUPPORT THE NEAR B . REFER TO CIVIL PLANS FOR WALL LAYOUT AND SURVEY INFORMATION . VERTICAL EXCAVATION ONCE THE COMPONENTS OF THE NAILS AND FACING SYSTEM ARE COMPLETELY INSTALLED FOR ALL LIFTS UP TO AND INCLUDING THE CURRENT C. BASE TOPOGRAPHY AND MSE RETAINING WALL LAYOUT INFORMATION PROVIDED BY EXCAVATION LIFT. THE STABILITY OF INTERIM TEMPORARY VERTICAL CUTS OF 4 TO 6 ALPINE ENGINEERING 11 /20/07. FEET THAT EXIST PRIOR TO INSTALLATION 4F THE SHOTCRETE WALL FACING IS THE RESPONSIBILITY OF THE CONTRACTOR . D. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXISTING GROUND ELEVATIONS FOR EACH LOCATION INVOLVING CONSTRUCTION , WHOLLY OR PARTIALLY, IN ORIGINAL SEISMIC DESIGN PARAMETERS: N /A GROUND . ' SUBSURFACE DESIGN : E. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTIUTIES. ALL SUBSURFACE SOIL PARAMETERS, ASSUMED SOIL CONTACT AREAS, AND F. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONTROL OF GRADES AND GROUNDWATER PARAMETERS USED IN THE DESIGN WERE BASED ON THE BORINGS ELEVATIONS. PRESENTED IN THE GEOTECHNICAL REPORT BY GOLDER ASSOCIATES TITLED , " GEOTECHNICAL REPORT FOR FOREST SNOWCAT BY PASS, VAIL MOUNTAIN , VAIL, G. THE TOP OF THE MSE WALL FOOTING MAY BE ADJUSTED SUCH THAT THE REQUIRED COLORAdO" DATED DECEMBER 2003. MINIMUM EMBEDMENT IS MET. THE FOLLOWING SOIL PROPERTIES WERE USED TO DESIGN THE SOIL NAILED SHORING 2. DESIGN PARAMETERS SYSTEM : 2. 1 DESIGN LOADS UNIT EFFECTIVE EFFECTIVE DESIGN ALLOWABLE � UNIT WEIGHT FRICTION COHESION NAIL PULLOUT RESISTANCE A. SURCHARGE LOAD = 120 PSF COL�UVIUM / B . DEAD LOAD — N0 DEAD LOADS WERE APPLIED IN THE DESIGN OF THE RETAINING LANDSLIDE DEBRIS 125 pcf 37' 0 psf 2. 0 K /ft WALLS PRESENTED IN THESE DRAWINGS. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED . CONTRACTOR SHALL NOTIFY C. SEISMIC LOAD — SEISMIC LOADING WAS NOT CONSIDERED IN THE DESIGN OF THE THE ENGINEER IF GROUNDWATER IS ENCOUNTERED . RETAINING WALLS PRESENTED IN THESE DRAWINGS. TEMPORARY STABILITY: 2. 2 GEOTECHNICAL DESIGN PARAMETERS THE SOIL NAIL WALL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY STABILITY OF A. ALL SUBSURFACE MATERIAL PARAMETERS, ASSUMED SOIL CONTACT AREAS, AND . ORILLED HOLES AND WALL EXCAVATIONS. THE STAND — UP TIME OF ON — SITE MATERIALS GROUNDWATER PARAMETERS USED IN THE DESIGN OF THE RETAINING WALLS PRESENTED WAS NOT INVESTIGATED . AS SUCH , THE DESIGNER ADVISES SLOT CUTS AND NAIL IN THESE DRAWINGS WERE BASED ON THE FOLLOWING REFERENCES: INSTAL�ATIONS THROUGH STA8ILITY BERMS. MAXIMUM VERTICA� CUTS OF 6 FEET ARE ALLOWED . A�SO, CASED HOLES MAY BE REQUIRED FOR NAIL INSTALLATION , THE GEOTECHNICAL REPORT FOR FOREST SNOWCAT BYPASS, VAIL MOUNTAIN , VAIL, CONTRACTOR MAY CONDUCT A BACKHOE INVESTIGATION TO EVALUATE STAND — UP TIME COLORADO DATED DECEMBER 2003. OF ON — SITE SOILS PRIOR TO BEGINNING OF CONSTRUCTION . CLOSURE TIME AND SLOT CUTTING PROGRAM MAY BE MODIFIED BY CONTRACTOR IF THE PROGRAM IS SUBMITTED g, THE FOLLOWING SOIL PROPERTIES WERE USED IN THE DESIGN OF THE RETAINING TO AND AF�PROVED BY THE ENGINEER. WALLS PRESENTED IN THESE DRAWINGS: SHEET INDEX UNIT EFFECTIVE EFFECTIVE � TITLE SHEET SOIL UNIT WEIGHT FRICTION COHESION REINFORCED SOIL 120 pcf 34' 0 psf ` 2 RETAIN/NG WALL SITE PLAN RETAINED SOIL 120 pcf 34' 0 psf .3 SOIL NAIL WALL ELEVA TION FOUNDATION SOIL 120 pcf 37' 0 psf BEDROCK 135 pcf 38' S000 psf 4 �SE WALL ELEVA TION GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED. CONTRACTOR SHALL NOTIFY 5 SOIL NAIL AND MSE WALL CROSS SECTIDIVS THE ENGINEER IF GROUNDWATER IS ENCOUNTERED. 6 SOIL NAIL WALL CONSTRUCT/�N DETAILS ( 1 OF Z� 7 SO/L NA /L WALL CONSTRUCT/ON DETA /LS (2 OF 2� 8 MSE WALL CONSTRUCTION DETAILS - 9 HORIZONTAL CONTROL PLAN 10 SOIL NAIL WALL SPECIFICATIONS ( 1 OF 2� 11 SOIL NAIL WALL SPECIFlCA TIONS (2 OF 2) ) 2 MSE WALL SPECIFICA TIONS �..�`"'�^J�h� �� °� � �F�.•,�..�•� � �.� ,,w� {#�� v ? i : F � S. „' # k � h 4 � w � ...� �..� �,2�.� �: � �..�3 �...� S.�k,w 7 ��. ¢ ' . ........ �..t..... ,.. ....:: v ...... �..: ..... w � � � t.. `q 3 � ;, < � "� i'Z F.. �..� y. � )S Z �l' 2 � � �c. Yn.,�. ` y �� `. .._. . .. �[ 3 3 < .a C ` 1` _ � *? . � dt � , � K �i } �C.„�` 3 ` ` �)�� .. �� 'l�'.t �...._��c i E 1 � � i.3' � �.2 `� E,�2 � .::!� �7 � �� `�...F� ... `*'v'.. :� � "w.3 No . Revision Date lV� lCH,4 EL W. 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EMBEDMENfi uxisoaMSe ! ; ; STA 3 +;20 TO 4+ 55 ; ' [ 814fi. 0] 9 ' - 1 " : 9 ' - 9 " : 11 ' - 7 " 16 ' - 5" 22 ' - 8 " 1 :8 ' - 6 " 6 ' - 9 " 7' 12' - 3 " MSE : WALL STA. f+ 10.85=SN011VCAT ROAD � ENTERLINE STA. 6 + 54. 98: 17 .98 RT 4 _ __ __ _ _ __ __ _ _ __ . . _ __ _ _ . _ _ _ _. _ . . _ __ __ _ __ _ . 81 0 _ _ __ _ _._. _.. _ . _ 8140 I ; _ � E A�1SE WALL ELEVATl4N 5 5 SCALE: 1 = 1 D 8130 _ _ __ _ _ _ .. _ _ _. . _ _ _ __ _ _ _ _. . _.. . . . _ _ _ __ _.. _ __ _ _ ' 8130 MSE + 20 MSE 3 + 40 MSE 3 + 6Q MSE 3 +80 MSE 4+00 MSE 4+20 MSE 4 + 40 MSE 4+ 60 MSE 4+ 80 MSE 5 + 00 MSE 5 + 20 MSE 5 + 40 MSE 5 + 60 MSE 5 +80 MSE 6 + 00 MSE 6 + 16 . 9 LEGEND NOTES MSE WALL STATION 0 + 00 SNOWCAT ROAD 1 . VERTICAL GEOGRID SPACING IS 2 . 0 FEET UNLESS OTHERWISE SPECIFIED . CENTERLINE STATION 0 + 00 UX1500MSE TENSAR UX1500MSE UNIAXIAL GEOGRID 2 . LEVELING PAD STEP IS 2 . 0 FEET UNLESS OTHERWISE SPECIFIED. RL MINIMUM REINFORCED LENGTH AT BASE OF WALL (ALL GEOGRIDS TO WA�� 16 EXTEND TO THE BACK OF THE TEMPORARY CUT PER SHEET RW 5) 3 . MINIMUM GEOGRID LENGTH LISTED IS THE LENGTH OF GEOGRIQ AT THE BASE OF THE MSE WALL FOR MSE WALL QUANTITIES S�A 3 + 20 - 6 + EACH SECTION . EXTEND GEOGRID TO THE BACK OF THE TEMPORARY CUT AS SHOWN ON SOIL NAIL MSE WA�0 _ 3 + 20 ( 7408 . 1 ) GEOGRID ELEVATION AND MSE WALL CROSS SECTIONS AS SHOWN ON SHEET 5 . MSE SQUARE FOOT 7 � 835 S.� p, pk0 [ 7394 . 4] GRADE ELEVATION 4. KEYSTONE CENTURY BLOCK FACING NOT SHOWN FOR CLARITY. ��'r �- STATION MSE WALL STATION 6 + 16 . 9 1 + 00 GEOGRID SCHEDULE CHANGE KEYMAP No . Revision Date MICHAEL W. WEST Date : 4�zo�o9 �,00 �; :.� Pro ' ect No . 09864 ..•_ �;.�� MSE WA L L EL E VA TION & A SSO CIA TES, I NC . � � . Consulting Engineers and Geologists Designed By: FEH • `� -� � 2 � �:� FO RES T R OA D SN 4 W CA T B YPA SS �- W 2 Inverness Drive East Suite 106 Drawn By: HLN �a , . ,,,�, Englewovd , Co�orado 80112 - 5508 Checked By: FEH `��'e��'p•��,;�g ,;,�•`,�``�" VAIL RESORTS DEVELOPMENT COMPANY, VAIL, COLORADO ( 720 ) 529 - 5300 Fax ( 720 ) 528 - 5335 "¢'/Q� �� ►� www. m-west- asaoc . com r� __ _ _ '"`�,,�` EXISTING GRADE �� EXISTING GRADE � EXISTING GRADE � � � �� ` ��`�` �.� ��, ��` ��``�� ` SOIL NAIL WALL `��,� SOIL NAIL WALL '�`"°e�. �"`.�., ��I ':�:��E:::::s�: ,::..: SOIL NAIL WALL .��` �,,,� �::, ,ww: :,��:; : .�� `�., SOIL NAIL WALL MODULAR BLOCK FACADE �: = ��°; �_� ,� �,� -::�;,,,,,,,,,,,,,;, SOIL NAIL WALL MODULAR BLOCK FACADE ��.h SOIL NAIL WALL FINISHED GRADE � ; ,.,E �� MODULAR BLOCK ��,�� ,I . :::: . �'``��.� FACADE ��;�`�� FINISHED GRADE rr 1 =: ( _ �, � FINISHED GRADE �` GUARDRAIL LOCATION ' � � ; ,. SOIL NAIL ( TYP . ) ,.: ; � SOIL NAIL ( TYP . ) ( DESIGN & DETAILS BY OTHERS ) SOIL NAIL ( TYP . ) �' s.� � � GUARDRAIL LOCATION � : ; � � � GUARDRAIL LOCATION , , �, � �` 9�� T 1 H � ( DESIGN & DETAILS BY OTHERS ) _: ; ;-� •�- � � H � � ( DESIGN & DETAILS BY OTHERS ) W , v 0 . T. , � 8V � � ;� > _:� :_:. i � . :;. , � f 8V 1 1 19 ,E . � �� : . . .. R . > I " � � 'w ` . ].... ) .� V \ . rp .f. ..� . , . � � t MSE WALL .� , � \ � __,�,.... ::, , �,, � ` .; : � ,. _ � � � MSE WALL • � � � � � � MSE WALL ,� , ,. �,,�� ,, ; -- - ; F r � ��\ w . � ; > �_^, .. , , . � � � . .�,� ,,, . , ��` : � , � . . . .: . , . � , � . . , " ._ . . ,. ,. , ,. .. . -. ,. � , .,,. . ,., , ... . . 1H , � � a . � ;..... � . , .. . ,;�� 1 H '�,, ,., .: '' '� _ . . ��, - -� - - 8V �� ' " - - � — 8V 0 FT �,.,� ,..: ... �4 ' � �T P ) - - - - , � , . ,.. ` ''" � 2 5 FT - - - - - - - , , � _ _ _ _ _ _ _ _ GEOGRID Y GEOGRI D TYP . � — — — — —� . � 1 FT. THICK CONCTRETE 1H � - - - �-- - �—�� 1 , _ _ _ _ - � ' `� , , , ` GEOGRID �YP . ) � � • �' � '� � >; : 3 FT. EMBEDMENT - - - - - -�='°• - - - �- 1 ��.._. - - - - � � � / � ._.� : •.. ��OOTING FOR FACADE 1 . 5V - - - - - - - - - �-� �y�. _ — ' , , , — � - - -- - - - - - - - - - - - - BACKDRAIN ~=i ::;� :��.;,: ;,�;; �;; ;__ _ — � — 1��,THICK CONCTRETE � ,� _ - - - 1 H � 5 FT. EMBEDMENT FOOTIN FOR FACADE ( SEE DETAIL) ''��.�,� BACKDRAIN .� ` , . � �T. GHICK CONCTRETE 1 . 5V �� 6 IN . THICK� �`� � ( SEE DETAIL) ' ; ; — _ _ _ _ _ 5 f��EMBEDMENT F00 G FOR FACADE � , , , � V IN PA , : . LE EL G D ��`� ` . :� `��..,, � , :- � , . . : . ....... . ., , . �. ; . . . , > , . ; .;.� '°��TEMPORARY EXCAVATION �. R L = 12 F T. TEMPOR�RY EXCAVATION `��„ SOIL NAILS �-�� ,�, � REQUIRED FOR �,� � RL = 22 FT. IN . T CK �" 6 IN . THICK ' MSE WALL BACKDRAIN "��.�, LEVELING ` AD �� .��` RL = 14 FT. LEVELING PAD '� EXCAVATION ( SEE DETAIL ) � � ��`�� EXISTING GRADE TEMPORARY EXCAVATION �� \~ � ASSUMED BEDROCK SURFACE �� `��,.� ��\ �� ASSUMED BEDROCK SURFACE ��'�``'� ASSUMED BEDROCK SURFACE �� EXI STI N G GR AD E ��..,,.a,,,��` ��, ��`��.� EXISTING GRADE �� •� � � � _ � � �e , �� Q � � A ROA D WA Y � STA � + 00 B ROA D WA Y � STA 2 f 00 C ROA D WA Y � STA 3 + 00 �j SCALE: 1 " _ ) 0 ' �j SCAL£: 1 " = 10 ' �j SCALE: f " = f0 ' "��t�..�, EXISTING GRADE ��`h��wi�qy,�_. . ,�\ EXISTING GRADE \<� �''`�` � `�. � �'� SOIL NAIL WALL �� . EXISTING GRADE . ' ��\ �:. SOIL NAIL WALL MODULAR BLOCK FACADE _ ��"`� , ,�, �,� `�, � � \\\��' \� SOI L N AI L WALL �� " �"�,,� SOI L N AI L WALL SOIL NAIL ( TYP . ) : ; �� SOIL NAIL WALL MODULAR BLOCK FACADE � ,. �� SOIL NAIL WALL MODULAR BLOCK FACADE ,;. � � :. � ,,. �� .. ` � � � � � FINISHED GRADE i ��> � � FINISHED GRADE �` �, � �:,.: > > FI ` � �� SOIL NAIL ( TYP . ) ' � ' + �� NISHED GRADE �...,�..w.�..�,, ; ? � H . GUARDRAIL LOCATION :: ` ' , , ` , � 1PF GUARDRAIL LOCATION ' � . -�..I�� GUARDRAIL LOCATION � � � ( DESIGN & DETAILS BY OTHERS ) � �� -�� ° � � " ��: � � � '�` 7 ., 1 , .:. � `""��. � � � ESIGN & DETAILS BY OTHER ) � ESIGN & DETAILS BY OTHER ) � sv � . : ; . .. 18V � , 9 . c � , ; ; c 5 D S �� ( D S ; . � , �.: ; . : '�� _ , _ ,, : � : MSE WALL � MSE WALL . .� � � � ._ ,. �, .; , � ; � > . .. . � � SOIL NAIL ( YP ) : �:;�. ::.. 8V � MSE WALL .. ...., , _, _., � :_ �� : _ , , • T . , w, ; > , �'� , ,,.. ,. ,. . . _ .f � " � , .. , : , - - - - - �, � . , . ^,,. , � � � ,.. .:: , _° : .; ..:..: . . ', ;:. . ,.:. - - - - - �\� \ . � � � � � , _. .., � � � H � — — � � - - - - - - - - - - - - � _ . . ..... „ � : � r� ..:.:�..: � �� HI � GEOGRID TYP j. 7 . 8 FT. .. I .� 1H .. . - - - - - - �-c - - - - - - - ..,, � . i � 3 y � j t ... . _ '� -�� 8V �� : ,� - - - - \� - - - � �� ' � � I 1H 3 L�... ' � � � � . � . ..... ^�..P �� '� . � ..... : . . ....�.. , . . � �� 1 . 5V - - - - - � ; 1H l� : , GEOGRID� TI� -�,� 8V 9 . 6 FT. `�'`•',� , � � - ' �, : ,�:� � , �` - - - - - - - - - - - - - - _ _ , � � , . _ ....� -....: 1 FT. THICK �. ICTRETE '_ � T. THICK CONCTRETE 1 . 5V _ ,... - - - - � • - ' ' � � ,,_ . : -: : " v^ , . . : ' ' > I - - - - - - - - - � - - - - V 14. 6 FT. � - - - - - FOOTING FOR `r'� CADE BACKDRAIN - - - - `��`�.�,� 3 FT. EMBEDMENT � TING FOR FACADE � ... � � � ��"'� , � ' � � . �..::-�,; . ....;.. . . . . :. ._ ,� �_ - � : : . - - - - - - - - - - � - - " - - - - - _ — `'` ( SEE DETAIL) _:: ; , �, �, r " _ � . . :....:..��: :..;..;�i� � �'�,, ,; . .; . : ..,; ��. BACKDRAIN � 3 FT. EMBEDMENT �� = - — - - - - - — �� SEE DETAIL f�*�`` ' i �� " , . - '" ' GEOGRID ( TYP . )-�.��_� �� : � ) , ._ , . :- ; ..:.. - , , � . � — � _ TEMPORARY EXCAVATION �, , � � ,� �� •. � -... '� � '�, � � . _ _ - - ' 1H �.., . - - - - - - - - - - `��> �``'�h �`�'� EMPORARY EXCAVATION � � , ;= ,� 1 FT. THICK CONCTRETE ... '� � � ' ' " ` FOOTING FOR FACADE 1 . 5V � : :. �.,,� `'� � - - - - ' � - - - - - - - - - FT. EMBEDMENT :. ..,. �;.� RL = 12 FT. 6 IN . TH1CK �y `��` RL = 12 FT. 6 IN . THICK '�`'��•., BACKDRAIN � �� , - - - ��' LEVELING PAD �; �'��.. LEVELING PAD ��"` �� '' �� .,� SOIL NAILS { SEE DETAIL) � ' - �' ? � �� , �. �-� �'.=�=�� `�,�" ` .�,� �•.,� � \ ``'� �`�'` �\ REQ MSEDWALL � � � � �•,„�, TEMPORARY E�AVATION = 6 IN . THICK ��"��u EXISTING GRADE .,,, , EXCAVATION �� RL 17 FT. ASSUMED BEDROCK SURFACE � �� EXISTING GRADE �h��"'�� `��``� LEVELING PAD � � �`� � �` �`� � EXISTING GRADE �,�` ASSUMED BEDROCK SURFACE �'",�;�,,,`,� � ``��: ASSUMED BEDROCK SURFACE _•'�'�\'�, ``'�, D ROADWA Y � STA 4 + 00 E ROADWA Y � STA 5 + 00 F ROADWA Y � STA 6f00 �j SCALE: 1 " = 10 ' �j SCALE: 1 " = f0 ' �j SCAL£: 1 " _ ! 0 ' No . Revision Date n� � c H,� �� w. wES T Date : 4/20/09 • �� ,��, Pro ' ect No . o9as4 ..,� S0l L NA lL WA L L A NQ MSE WA L L CROSS SEC TIONS & A SSO ClA TE�, INC . � •� � Consulting Engineers and Geologists Designed By: FEH ,�_� � � FORES T ROA D SNO WCA T B YPA SS � Drawn By: BLN �� .� 2 Inverness Drive East, Suite 106 Englewood , Colorado 80112 - 5508 Checked Hy: FEH ��P��..«.••,��' VAIL RESORTS DEVELOPMENT COMPANY, VA /L, COLORADO ( 720 ) 529 - 5300 Fax ( 720 ) 528 - 5335 a ��• www.m -west- assoc . com , _ 6 PLATE ( SEE DETAIL) 6 � EXISTING SLOPE �O� 2 TOP OF WALL BEVELED WASHER OR ��P 7 SPHERICAL SEAT NUT INITAL SHOTCRETE �� SHOTCRETE FACING i,�; =�` ' � �..�.,; GROUT TOP �� . � � '' � 3 COURSES � � " . � � � � • G Q�G�G� �`�' ' STEEL BAR ' � � � : ' � ' ' � �� ° • � . . ., ; . . ; � , , a. � DIAL GAUGES ATTACHED Q � P OF BLOCKS � � � � " � ' CENTRALIZER � 7' MAX . O. C. TO SUPPORT ON GROUND v �P�� NAIL LEVEL 1 �'"�-� � . =' � . " � INDEPENDENT OF WALL J �l� �S C � � � ° � � HEX NUT % . � . ` � �� ' � � . NAIL GROUT � �P�O e � � d ' � � � ' � MODULAR BLOCK FACADE � ° � '. � • . = SHOTCRETE CONSTRUCTION FACING .. . . . : . � . . . . ' , . . . . . , ,. . .: .• . . . . . . , . ,. NAIL LEVEL 2 FINAL SHOTCRETE �� a� � �� ': � � • � ` � ' � '"�� FINISH GRADE a = 15 ' ( TYP . ) , � . . . ° . ' a . . . .a . ' ' : . . . . . . '\� -�., . .: . . •�.� ' . a ' . � . . . � / • • • J' . • � •. . . � • . . . . . • : . . . . • . ,. .. ' � . . . � . . 3 ,� � �MIN_� �E�� U�8 3 � � � �� N�f w � � » �3 ' N �ENGT ` �RIL�Ep 6 �M�N, � MI N 1 TYPICAL WALL SECTION eqR CENGrH OF NA�� \ �^^„� 6 N.T.s. ��N�TN �` � �,.../ ""'"`''�.'"'''"'+•�" REFERENCE PLATE BEARING PLATES � 2 SOIL NAIL DETAIL � ` TEST BOLT 6 N.T.S. STEEL BEARING PLATE ''�--�.,, WOOD CRIBBING g (l p�� El�/GTy M�N.� FINAL SHOTCRETE 6 " 4" MIN . SHOTCRETE FACING TYPICAL PAP�EL �� SOIL NAIL #4 DEFORMED STEEL BARS � 12 O . C . BOTH FINISHED PANEL TO HAVE J7 TYPICAL VERIFICATION TEST BOLT ASSEMBLY WAYS PLACED AT CENTERLINE OF FACING ADDITIONAL #4 BARS 6 N.T.S. INITAL SHOTCRETE � � 12" O. C . BOTH WAYS 8" x8" xYz" MILD STEEL PLATE WITH OVERSIZED HOLE ( BAR a ;.� VERTICAL BEARING ( CONTINUOUS WALER CONSTRUCTION FACING VERTICAL BARS — 2 4— DEFORMED BARS, SEE DETAIL REINFORCING DIA. + Ya" ) SEE DETAIL fi a ' ; ' ;: , „ „ # 4 e � a � STEEL BARS, 2 - 6 , � 6 O. C. � 6 ° a % I SEE DETAIL 4 6 � < �� WALER BARS — 2 #4— DEFORMED STEEL BARS 6 STEEL BAR TO PROTRUDE FROM �� 6 " O. C. CONTINUOUS BEHIND PLATE EXTENDING PLATE , SEE DETAIL 6 SOIL FACE TO PROVIDE BAR END a ° HORIZONTALLY BETWEEN ADJACENT NAILS g a WITH MIN . CIP COVER OF 2 INCHES � < SHOTCRETE OR NAIL GROUT I a a � a � SOIL NAIL SPHERICAL SEAT NUT OR HEX 4 � e . , , CENTRALIZER PLACED EVERY I � ...._ :. NUT WITH BEVELED WASHER ° : " �=� , 7 FEET STARTING 3 FEET � 3 : , Q a °. Q �. \ �\ � FROM BOTTOM � .�;:::�� #. . , . a , , ,: .... .. ; 2 " CLEAR a a � � ` , > • - f ° °. a . . % $$p a i �,� . � ; . �. �, ^ � � GROUT { , �....�,4 , . �,..., ! ..�.€. 12 MIN . OVERLAP ON WELDED 4.�Jr..-�....n -v.. ...v.... � � WIRE MESH PANELS a a . `` ^� SHOTCRETE REINFORCING PLACED � ° AT CENTERLINE OF INITIAL SHOTCRETE LIFT a a . a � 4x4— W4xW4 5 TYPICAL INITAL SHOTCRETE PANEL STEEL a a � ° a -�-- GEOCOMPOSITE DRAIN 6 N.T.S. ° � ' � � ' STRIP , SEE DETAIL 1 � - 4 NAIL HEAD DETAIL AND WALL SECTION 6 N .T.S. ,, 2 � INCH NOMINAL � � . : � � � , . �JA' � � � � � * � a �""'��' F ; <t . � c. � � � BLOCK UNIT CORE FILL CRUSHED � �� ,� # � �, 10 THICK SHOTCRETE ` `�>-' ��;� ,��-� MASONRY TIE OR APPROVED EQUAL, � � � :` �� SOIL NAIL WALL �-�,�*� �, �, ROCK PER SPECIFICATIONS) �`<<<_ � j� � � ;�c�;�� INSTALL AT 16 O. C . VERTICAL, 18 , � , , . � cN� <, ��.:�: O . C. HORIZONTAL � � `�� °�' 3 KEYSTONE CENTURY �r4 ��` �� 3f , ,� ,. . ° MASONRY TIE $ ..:� �� , 3 � �r�� , � � 8 MODULAR BLOCK FACADE f j3�`��' "� ' SEE DETAIL 6 8 KEYSTONE CENTURY MODULAR BLOCK FACADE ° `'� ° � � l,�'' ; ;��'��:� � � ��'`"+., ° ��" „ > � car�� , .. . � �aL^�..?�� " '�••, '� Y,�,i,� 'A.�'��,•�� `�' . MAXIMUM ELEVATION OF TOP OF WALL ' / � �� " "��= " 3 " 4" FOOTING ON ELEVATION PLAN , FOOTING �' � ' i �� : °' � `� �� EPDXY ANCHOR TYP . ,�� . �� ,i� • fa`A��;' SURFACE TO BE LEVEL AND WITH STEPS TO , u� �; �� ,��a FACILITATE BLOCK VENEER PLACEMENT �; ; �; � ,�� '� FACADE CONNECTION � � � 8 , 3 r� z3 . {� f3 � „ � �'� ` '��\'� SEE DETAIL � H-� ,��'�'�: BLOCK UNIT CORE FILL ( CRUSHED �v.w Y t' r\JJJ�` , .�{� 6 , � �,�� ' � / f ROCK PER SPEGIFICATIONS ) . . *� � � .�`�:� rf �� . \ . : /. � l . �" . F 1 `w~�*i, '� � � \� "�'f "�` �•> � t � M�'.>T � 'T J ��< ,� , �.,;,`:�,,``�, `" ,��`� 3 �, • I . �,. �f � ��{ F �. �^`� . . � (\� ��v Y °' . . � �Fl�f\\F �„1 F i .. » 2� , � py �' f � F :'� + �� . �. )� � \ �. � \� ; � ! �� '` !`\f f; '�; ^' � . . : � � ,.� _ �,� :, ,� � � .\ . ; . ��i"N..�e� Cir` , �`E 4» � f��`' \�. ; , ;,; :�, z , h ` �;�� FINISHED GRADE � � � `,�, � $$ � ��`��V » � . �,. r �-• . s�. .c� � : . � 3 FRONT OF WALL �y ��'Y� `r $ � �:�; `� - BLOCK UNIT CORE FILL ( CRUSHED �,�'� °" �`� N ROCK PER SPECIFICATIONS ) , < • .., - — — 1 ' MIN . 24 MIN . � NAIL HOLE CAST IN PLACE CONCRETE OR SHOTCRETE :- 8 MODULAR BLOCK FACADE CONNECTION Y2" THICK PLATE ( 2 ) N0. 4 BARS GRADE 60 CONTINUOUS 6 N.r.s. I � • N0. 4 BARS GRADE 60 24 PLACE � 2 ' - 6 " O. C . ALONG �/a" x 3 �6" HEADED LENGTH OF FOOTING. MAINTAIN STUD ( TYP . ) 3 " CLEAR � BOTTOM OF FOOTING f> HEADED STUD PLATE 7 TYPICAL FOOTING FOR MODULAR BLOCK FACADE 6 N .T.S. 6 N.T.S. No . Revision Date MlCH,4 EL W. WEST D�te : 4/20/09 ��°�� d'�► Pro ' ect No . U9864 �'�•� •-:� S � IL NA lL WA LL DETA lLS & ,4 SSOCIA TES, iNC . � ; • Consulting Engineers and Geologists Designed Hy: FEH ,��, �� . FORES T ROA D SN0 WCA T B YPA SS 6 � 2 Inverness Drive East, Suite 106 y ��',,e►.� �li2-�'� • � Drawn B : BLN . •' `"� Englewood , Colorado so � � z - 5508 Checked By: FEH ��R`E f�� VAIL RESORTS DEVELOPMENT COMPANY, VA1L, COLORADO ( 720 ) 529 - 5300 Faz ( 720 ) 528 - 5335 www. m -west- assoc . com _ ___ _ _ _ _,- _ _ �_ . _ - : �- ��, r/;' KEYSTONE 'FJ '. "� CENTURY GEOCOMPOSITE SHEET DRAIN BLOCK �— ° 6 ,� „ a. < a a . � aa a a U + U + U + U + U � ,;_-: �;.::, ';—f ;:� S H OTC R ETE O R C I P 11 — J� � ..1� + '�' �; � � ��. � CONCRETE J �T �l � � ��.�. : , '��;� ; � � .: �_, , � ..: �:.. � :� ,.. ,�� . : ,_:E � , N + N + � + N + N + H -: `' ` � �� °:.�� . GEOCOMPOSITE � � � �Y' - � � � ' � l � . . . . H N H H H H WEEPHOLE OR `` � ��% ^ '��\'`��% � DRAIN STRIP ��...� i: v} � F;\ �'� Y� � + � + � + � + � + CONNECTOR PIPE •' � :W` '`� ' <: c`�` � . � �.n.4 �! � 4 V . --I 4 ' I-�- BOTTOM OF WALL i �� • �` ,��. ; :><__, .�..; ,� , ��P � ' �``-"` � F `` �,=� 10 " THICK SHOTCRETE �`�_: �; .� .� �. o . �� . . ��. ,��, ;� , SOIL NAIL WALL ,_, , � r� .-�, �.:�, . , . . ,� : ��.., :.: ,� : ��. .� : ,�.__,� :, � �.: ' t. .^ . .}: ' � .� f .: � .C, � �� BLOCK UNIT CORE FILL 1 GEOCOMPOSITE DRAIN DETAIL .7 N.T.S. 2 WALL TO P D ETAI L 7 N.T. S. 10 " THICK SHOTCRETE SOIL NAIL WALL BLOCK UNIT CORE FILL GEOCOMPOSITE � DRAIN STRIP 7 KEYSTONE MODULAR BLOCK FACADE JOINT SEALANT WITH PREFABRICATED DRAIN GRATE EXPANSION JOINT f_ TOOLED SURFACE AS APPROVED BY DRAIN POLYETHYLENE BOND 3 " DIA. PVC CONNECTOR PIPE ATfACHED TO STRIP MANUFACTURER BREAKER STRIP DRAIN GRATE AND EXTENDING THROUGH CUT 1 /2 " CHAMFER (TYP . ) GEOCOMPOSITE DRAIN STRIP WALL TO TERMINATE FLUSH WITH EXPOSED r _ � FACE . INSTALL RODENT GUARDS AS _ 2% APPROVED BY PIPE MAUNFACTURER . �-� � i SHOTCRETE CONSTRUCTION � � � � � ' FACING �� . .. `� '� � NATIVE SOIL �;-;::. � ' :::::. � ' � _�:; ,�,,....-'---, `3 i:,`.:::3' FINISHED GRADE AT � L J 5 � � � � � � 3�3 �,� ;� FRONT OF WALL 2%; ,�.. :L�:.';:.j : � : ,.... °�`'��` DRAIN GRATE 1 /2 " PREMOLDED JOINT FILLER �� ° `� CIP SHOTCRETE FACING " � �� : :-:� �. ::: : ;. Z SHOTCRETE CONSTRUCTION FACING '�`� �� ` i,. � : � ;;:.,, � � � . � � � � � � PVC CONNECTOR PIPE ��`��<°T:' � ', (:� ��' GEOTEXTILE : � 1 /2 " CHAMFER (TYP . ) _ GEOCOMPOSITE CONTROL JOINT �— JOINT MAY BE FORMED WITH GEOTEXILE ---� SHEET DRAIN 1 . 6 '� 1 /8 " HARDBOARD AND CUT 7 � � CHAMFER ONETH ��EXPOSEDE FACE SECTIONAL VIEW 6 FOOTING SEE DETAIL . . . . . . 4. NOTE: SEAL CUT— IN JOINT WHERE BOTTOM OF SOIL NAIL WALL IS ' ' ' ' • • WITH DUCT TAPE LOWER THAN MODULAR BLOCK FACADE CUT OR BUTT EVERY OTHER FRONT PVC CONNECTOR PIPE FOOTING , CONNECT GEOCOMPOSITE DRAW IP SHOTCRETE FACING PREFABRICATED DRAIN GRATE STRIP TO BACK DRAIN FOR MSE WALL FACE HORIZONTAL BAR AT CONTRACTION JOINTS FOR CIP PORTION ONLY SHOTCRETE CONSTRUCTION FACING BOTTOM OF SOIL NAIL WALL ISOMETRIC VIEW BACK DRAIN FOR MSE WALL � 1 V � 4 CONTROL/ EXPANSION JOINT RW9 1 . 5H ` N .T.S. 5 D RAI N G RATE D ETAI LS TEMPORARY CUT SLOPE FOR MSE WALL 7 7 rv.r.s. CONSTRUCTION 3 TYP I CAL WALL TO E D RAI N 7 N .T.S. No . Revision Date �� M l C HA EL W. W ES T Date : 4/2U/09 .��' � A��,�� & A SSO ClA TES, INC . Project No . 09864 �� .�� St� IL NA lL WA L L DE TA lL S Consulting Engineers and Geologists Designed By: FEH ,,,�tee �7 �;� FORES T ROA � W �- D SN � WCA T B YPA SS 2 Inverness Drive East, Suite 106 Drawn By: HLN ��. �� ca, Englewood , Colorado 80112 - 5508 Checked By: FEH c�g'��,••••-�� VA /L RESORTS DEVELOPMENT COMPANY, VA /L, COLORADO ( 720 ) 529 - 5300 Fax ( 720 ) 528 - 5335 � A� www.m -west- assoc . com . _ _ _ _ . . _ r N OTES: : ,� 1 . CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND LOCATIONS FOR RETAINING , �;, . . r � . ," : �A� A 'ti �. � ;� *�L ��a � ;�, f YI �� Y/'1LL. � .. 'l:ak r y. ♦ �! i4 : � 'r r � l� : ;�,�� •� � � ;� , �� _ 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND LOCATING ALL UTILITIES. 00 . . , �. 1 . 5" MINUS CRUSHED ROCK OR 4* ' „' ,;�' * . N o �. UNREINFORCED CONCRETE � �` € � '� 3. ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DENSITY ( ASTM ,. '. .. : :::: !. . LEVELING PAD 7 " / 11 " / 18" ! . . .......: ; D - 698) 4" CAP UNIT � $„ 4. ALL WALL UNITS SHALL BE KEYSTONE CENTURY UNIT WALL, HARVEST COLOR . ( 2 ) - 4" CAP UNITS OR CENTURY WALL ( 1 ) – 8" CAP UNIT 8" KEYSTONE CENTURY UNIT UNIT ELEVATION LARGE UNIT PLAN 5. OUTLET ALL DRAIN PIPE THROUGH WALL OR AROUND WALL END AND CAP WITH RODENT GUARD . . . , ,, : � 6 . INSTALL GEOGRID AT ELEVATIONS SHOWN ON PROFILE . a `° � ' � � ' � 7 GEOGRID SHALL BE AS SHOWN ON WALL ELEVATIONS _ x . . h � . . . . . . 1 1 : : • , .....� PLACE BLOCK SIZES ACCORDING TO " � � ' ` MANUFACTURERS RECOMMENDATIONS ' � � 8. INSTALL WALL ACCORDING TO MANUFACTURERS RE�OMMENDATIONS. _.. . ' .. N � , t� . , . . T '. :i \� :: � . .....�:...::::... .........�:...::� 9 . FOR UARD RAIL AU E RID LAYERS UTTING GEOGRID WITHOUT G G R THROUGH GEOG G ELEVATI O N „ , , 8 ST P . � E DISPLA IN GEO R >:>;:<:<;>:: ::::«::;:>_: :«;<;::: :::: :::: :::: :::: . �;.<.:,.<:. :. :: C G G ID. <,;:.: <: ;:.....;.>:: ,,.: . ,. . ; :,�.>,yy" . �>,��: ..::�;<,:H ::::::. � ; �::, : �:.;.:. ,: � ;: • ,...;;r:.a*<:_'yr �:r:�::< .:_:::: '� �::::.{:.<,. . �' :'K:'fi;;lt!•!Ji•'. :E>?'°;:'•",.;;�#%�'•':n:k4J�`.�' :.:".,'..':;�; : n :S;:i ::.:;�✓>i::�:•"k�:::f�:.;r�..,y:,,i%"a::�:z��:::��"� ' g " � 2 � 11 " 10. LOW PERMEABILITY MATERIAL IS DEFINED AS THAT COMPLYING WITH THE UNIFIED SOIL � CAP UNIT ELEVATION CLASSIFICATION OF GC OR SC. THE LOW PERMEABILITY MATERIAL SHALL BE MEDIUM UNIT PLAN COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED - BY THE STANDARD PROCTOR COMPACTION TEST ( ASTM D - 698) . i �� ', �--I 11 . VARY GEOGRID LENGTH TO REACH THE BACK OF THE 1 . 5H : 1V SLOPE SHOWN . . ..... .......... , ,� :._ . �, : , s �� ...:. ; ;....:..:.. 2 OP OF WALL STEPS ' ' 8 N . T. S. . i w ; ' . . , <:. �-I € �...': ' CV , .... :.: : ... ... : .. . . . ...:..... . , ..._ � N 4; . �i :: „ ..::.,...:: ,_:..::.::: :...::.:::.::!:. '- '_:;::....�:....:::: :. 24 SECTI ON _ _.. ........ . .. ... 14" 7 ° 1 LEVELING PAD DETAIL g N . T. s. CAP UNIT PLAN SMALL UNIT PLAN U N IVERSAL CAP U N IT C ENTU RY WALL U N IT - 3 KEYSTONE CENTURY BLOCK UNIT $ N . T. S. GUARDRAIL LOCATION 4. 75' ( DESIGN & DETAILS BY OTHERS ) 3 � SEE DETAIL 6 8 8 " MIN . THICKNESS OF LOW PERMEABILITY 2 KEYSTONE 4" CAP UNIT SOIL ( SEE NOTE 10) 8 SEE DETAIL �� ;�;�� "` r u r � ; •� � s.v 'H' � r `3a i.: � ; �-,: � 3 ;�::��_ � :�� :-�,,: >>,�,; .� ,�,.� , . t f , { �, . `!` , 4. 75' ::r�fi� � `��F�` ` a: �. : ir �;. . /. ,f.,, t«".mS %'1j� �.� ;�:�.;��<<%` : �' �'� � �'�'':�f r��%% " i��''�Ya°�.F` F �,,,r °• � . . fi �``�` , f:';.•,� <«^ i F .� ;;'.;��."••r.�`� � +�<�;a:. �. <<<`� %:;:•i,•;'„�,�. �rr��* ./�� . :�'.��.;'�;:��_<<<<<f�f. /. �.�l. �'%�i' .a�F:*,`R��<<<•``,i /v.�;� /` .�''�,.��,:`.<<<` f . ,�` f ..,�;,, - 8 IN . �r •, ,,; ..;��. �,..� ; '.` 3, ��;� ; :;`:: UX1500MSE GEOGRID �;� :� ��x , , �.::• � : �� , , 3 5 KEYSTONE CENTURY UNIT ;�h�` f` '�� '� � ``�,% \ � . � y. � � ' • : : e � \ , . � O � 8 8 SEE DETAILS �`�, UNIT CORE FILL GEOGRID ( TYP . ) '_ �� ` >!� U GUARD RAIL POST � �� ( 3 4" CRUSHED . �' _ � ��:;�< R�CK OR STONE) I� �` `�� `ti : \'�� > � ��. ;\ .� a, �, �` \` ' � N $ ` k� ` � \ ' � , 'tri W � y: { �`i . � . . o GRID LENGTH VARIES SEE NOTE 11 ` �,� v� ,`f • : ; ,. �, , � � - ' '" ADBASE PER SPECIFICATIONS MINIMUM EMBEDMENT AS I \� �:�� 16 – INCH WIDE ,�°`` ,� ,, �•• �� :. � . l� � , . :5' °, • ;. ._:�"� ��' � ,� � ` ,.•',l SHOWN ON WALL ELEVATION � ` ' h\t � GEOCOMPOSITE DRAIN STRIP �' �• ;; (� ' ,q ' \ � ` -. ., \t`� + . 4 FINISHED GRADE � > �� . ` ;t, � ;v: PLACED AT 5 FEET ON � ' �r ;. ; 3' (MIN ) ,� s� �.;�;�' ��. \\� ' " CENTER g � N ? ' ;;.':� 8 IN . LOW PERMEABILITY SOIL p//� . : . � • �� ` ��:' �" � e � Q � ' �/'�f � : :5 . � � ,�,t' "' � �� ' � ~ . .i� � . 3 � .� � �� ` � • . � ' : \ . • '�",>. 4 �' i. • • � � . ' \f \ ; . � • _ t; . • � f . ; � F O \� � ,f � �� . . . . ' � ' �' •' . ,�,"' ,�r+ ��'� � ti ` � , � `�� ; �.,� � ;°° ' :" � • � , -�:: . ` "-�`�— 4" PERFORATED FLEXIBLE HDPE DRAINAGE PIPE ` q. . '� F ` `�" ± ' `� ,.�t� ',� , �' � , : � � , \ \ / \ } ` ; `%�* � � WRAP 4" PIPE IN 3 4" AGGREGATE AND FILTER '� ;� �_: > � . ` . 6 . � .SA! ` { \., \ \� '� \ ' l �• .� \ '� \'� � / * x x.. . . . : .,� � � \� � \`'.. : .. \�'� � � .�:.� ' �:' . \� '.:, .c . � . �� . 1 `� .,`�� " ,. .{.\� ..".. t',,�\ � ��. ' . \ . " \ '+ �.\ `. i. '. :. �, i i x . . ,. \ ;: \ ,�,\ �; : . ,:\ , \ ;: �, \ \� :� :� : \ ..: , �`..: , ;,. . ��` � FABRIC AT TOE) AT BACK OF GEOGRID. GRADE TO ; r , > �� e CONCRETE :. t , � � . � . ,a , . �. . .. .. :-. � .�:� �. :;'�`� �r�. _� \!� �, . ,\ , ...,: . � DRAIN AND OUTLET TO SLOPE WITH 4" SOLID PVC ,:. .:>•�� - �; - ,�. � f: ,..:. < , � � �> .'• . � . : : � LEVELING PAD OUTFALL PIPE AS SHOWN GEOGRID g SEE DETAIL GEOGRID IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS . KEYSTONE CENTURY UNIT 4" DIA. SOLID PVC OUTFALL PLACE NEXT UNIT. PULL GRID TAUGHT AND PIPE ( EVERY 100' ) BACKFILL. STAKE AS REQUIRED . 6 TYPICAL GUARD RAIL DETAIL 4 TYPICAL REINFORCED SECTION WALL 2 5 GRID & PIN CONNECTION 8 N . T. S . $ N . T. S. 8 N . T. S. No . Revision Date M l C H�4 EL V V . Y V �J / Date : 4/20/09 �.�,� , �,� Pro ' ect No . 09864 •r �� MSE WA L L DE TA lL S & ,4 SS' OCl,4 TES, INC . � � Consulting Engineers and Geologists Designed By: FEH :� �� F� RES T ROA D SNO WCA T B YPA S� � W 2 Inverness Drive East, Suite 106 Drawn By: BLN ��" �f ,�,q B �. �'� / Englewood , � o�orado 80112 - 5508 Checked By: FEH �j�#� E��' VA /L RESORTS DEVELOPMENT GOMPANY, VA /L, COLORADO ( 720 ) 529 - 5300 Fax ( 720 ) 528 - 5335 www. m -west- assoc . com �� ' • p i:' � .wm. . �. . � . ... .. ' � : 1 . .:. , :..., �� :. � �, .. :.... . .. .�� .... .:.., ., _ ,r� � ly , `SOIL �� NAtL....'NIf�ALL .. , .� �- ,, � � ` , . � � � oi o : r.�. .. .�-� .... , , . .. �, _ � _. � � .. � , -�,� � B��r� -�� r��w�� . � � �' , -�.- a+ oo _ .� � �.... . _ ., . ..... o - � . . o � ... ,. . . . ,� „ . ....� , � � � � ; «� : .. . ,,... . +� - SOIL NAIL WALL SURVEY CONTROL POINT LOCATION ° � �` £1 ' � � . . ,� oo ; ao ; , . , , . , , . , y. •.� M_ _ . � . , . � �. . � . ,�. � ,,. `� _. .... � j .- . _ � . , ,,-:. � . . .... , ; .... � � : �. . . . � .,. � ; : ,, . �. r• . .� . r�3 ,. _ � �.� 8r .. ,� �.. : .. ,: , . .: ,� : .. , . � .. . . , : . , , ° N N � � `�: . , . -' .,' , .� , ,:. . . . � • ,. . , Jd _ � : : , . ,. ,LV3 , �-�- ' � -�`0� '�� <y ..,. . , r . _. ,- . . , .� . � , _... . • . :: { ; . . ,,. ,,, ... ... ....... , __ .. . _ „ ..�.... . . . . � , . � . ..... • . . . .. /.� W ; ,. ..... ... W : _._ �f� �.. _ ,--. .. f .� , . 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HORIZONTAL CONTROL LINE FOR THE SOIL NAIL WALL IS DEFINED AS THE BACK , , .; , .... ..... : .. ..... . . ... �� 1�5�.� �,"�&�� .� ; �1f�i,� .: ; ' ' � -- ,.: ' , ' ; , ..:,. , ` , . . .:. ..... ... ; ,.,.. ,. ; ..� ,. : . , . , .... ., , � ,., .... . .... .._ --�� .. OF SHOTCRETE WALL WHERE THE WALL INTERSECTS THE EXISTING SLOPE AS �� ' ,� .. ... _ � :� .. �, _ . . .. .. �4+�+4� -1 ��4 > 27��: �' ; .:�1 ��.9 : , .. "�4�-� 1C�a��. � �74�� .�5 �#'E�.� : - ' ' � + , . _.. -- _ . ._ - SHOWN ON DETAIL A. HORIZONTAL CONTROL LINE FOR THE MSE WALL IS DEFINED _ .% : ,: : _ . : : .:.. ... . ' f .. . : : .+r. ✓. .. � : `! ; ` .�: .: " .r:.. . .:. . .._ , , � AS THE BOTTOM FRONT FACE OF THE LOWEST ROW OF FACING BLOCKS AS ��'"'��' � ��•� �'�� •� : � � �� 1 '�`��'�� '• � ��"�� •� �'��•� : , . ,.� , . . - _ _ . i `� • ..�.. ' • " ,. . ..., . �° ! • . SHOWN ON DETAIL A. _ �� 16�� :� �'��86� 1 : 1 �9 ��.� 1�-��tt � 6�,�;� 2�"��, � ��'T�3. � ; , , _ ;: , ,; . . . , - �i : , .:. .. .. . . .. ' 2�+�J � ��. 7 2�� 1 .4 8�i ��;�`:.: 14-�� 16��1 ,L� ... 2�"��'.� �"I '�1 _� ,,. : cfl , . ' •, '. f 0p : , ,, .,. . ,.,,. � � . _ „ ; ! , ... . ..,... .� `�'; , .. . . . : , :, .' ,, " . ... � � ,.: .. .. ,. . • : �S+t�C# 1C��3�; � 2��i�� 1 .� 81��.$ "15� � 1��, � 2a�'4&�12'.5 �� : .,, _ , . _ , . . . . , :, ; � _ . , _ : . ,. .. . N ,.,- �+� �1 'I ��'��x� �7�+57�:,9 81��.� 'l ��- ��1 ��57 ,�.... 2�'4�12, 7 .. . 81 !'3.� : ,. . , ; W , ;. , . 1 , . _ .:. - , ...... . = _ . .� � . OGRAPHY PROVIDED BY ALPINE ENGINEERING ON �� 1 ��; � �7��: � 8�� , 8 ' ��2� ��9�, 1 �"1'4�2i. 9 �� .� , _ _.. ; ',� . .... _ _.. . ._ �-� NOVEMBER 1 2007 _ � 1 � , � � EXISTING GROUND TOP _.. . ,. ,.. �.__ ...... � � ' ' 25�� 16��1 .fl �7��. 3 819�. 3 15+� '�6a�9� .� �'4&483, 89 � 4 ; .. „ 2. PROPOSED SNOW CAT ROAD GRADING AND WALL ALIGNMENTS PROVIDED BY ��'�'�'� � �� '°�' � �� '��`'�� ' � ��'�� '�� , : , ALPINE ENGINEERING ON NOVEMBER 11 , 2007. ��*� � ��.� �� `� �, � "��*� ��. � ��.T : �� .� GRAPHIC SCALE �� :i��a♦� ��:� �� x.� : � �-�� z��; � ..s� �°r.� _ _ _ _ _ 3. VERTICAL DATUM REFERENCE- NAV88 USED BY VAIL ASSOCIATES FOR LIONSHEAD ��.� �,� � �� ;� � � � � .� ��;� .��: � �� .� � � ' so o ,o zo �o eo DEVELOPMENT. _.. _ _:; ��B�J 16��5 2'��3�; � 8�9+�.:8 .. °', 'i a+8t� '� �:�9�('3; � �7�€$�4Q . 3 �318�"i.a , <. ,< . ...... . : ....... 4. COORDINATE SYSTEM IS MODIFIED STATE /PLANE PER PEAK ENGINEERING. ��"� � �'��'�� '��-� �� ^�� '�� ° '� ��'�� '� �-� ( n1 ��r ) ��€� � s��:� ��:� ��. � _ �r�-�� .� �� . � ' �� . � ' 1 inch = 20 f� .... ��+� � �3 'l �i�`t4:4 27�fi�'�. 'I �3� ��', a ... '��-� "� �3 `i �9�:� �7��^�, � 8"I �.�} ... : _ _ _ _ _ _ _ . ...... 2��° 1�:� 9 �� 1 .C� �7��,�3 8'� �8.6 "� �- '4t�', � ��6a39�`€ ,� �74��9. � 819�.� . No . Revision Date MICHA EL W. WES T Date : 4/20/09 � ., •� • !�r Pro ' ect No . 09864 �O ��'� HORIZON TA L CON TROL PLA N & ASSOCIA TES, INC . � Desi ned H FEH =ac � '� Q Consulting Engineers 4� d Geologists g �� - :� FORES T ROA D SNO WCA T B YPA .S'S � � 2 I n v e r n e s s D r i v e E a s t, S u i t e 1 0 6 Drawn By: BLN G►,�►3.� �� .•' 4a � Englewood , Colorado 80112 - 5508 Checked By: FEH ``1�'�$jQ��1'E�c'� VA /L RESORTS DEVELOPMENT COMPANY, VAlL, COLORADO ( 720 ) 529 - 5300 Fax ( 720 ) 528 - 5335 www.m -weat- assoacom _ - . _ _ _ _ ,. � SOIL NAIL WALL SPECIFICATIONS SHOWN FOR REFERENCE ONLY. REFER TO PROJECT SPECIFICATIONS SECTION 02444. PART 5 : SOIL NAILS 5 .01 General: Part l : GENERAL 1 .01 Description: A. At least 15 days prior to initiating the work, the CONTRACTOR shall submit the following to the ENGINEER for review and approvaL• A. The work shall consist of providing, applying and installing all components of the soil nail walls s ecified herein and shown on the lans and 1 . Nail rout mix desi includin : brand and t e of Portland cement• source radation and uali of a e ates • ro ortions of mix b wei ht E. The jack shall be independently supported and centered over the nail so that the nail does not carry the weight of the jack. The stressing equipment shall be placed over the P p , g � g YP � , g , q ty ggr g , p p y g and nail in such a manner that the jack, bearing plates, and stressing anchorage are in alignment. The jack shall be positioned at the beginning of the test such that unloading performing all work items related to soil nail wall construction. The work shall include soil nail and other material quality control testing required by water-cement ratio; manufachuer and brand name of all admixtures; and compressive strength test results (per AST'M C109 / AASHTO T106) and repositioning of the jack during the test will not be required. the specifications and shown on the plans. The CONTRACTOR shall furnish all labor, materials, and equipment required for completing the work. verifying the specified minimuxn 3 and 28 day grout strengths. B . The soil nail wall is a system designed to support the excavation sidewalls once the wall components are installed for all lifts down to and including 2. Identification numbers and certified calibration records for each test 'ack and ressure au e air to be used. Calibration records shall in 1 F . The test reaction frame shall be sufficiently rigid and of adequate dimension such that excessive deformation of the test apparatus requiring repositioning of any c ude the the current excavation lift. � p g g P components does not occur during testing. Where the reaction frame bears directly on the wall, the reaction frame shall be designed to prevent damage or cracking of the date tested, device identification number, and the calibration test results, and shall be certified for an accuracy of at least 2 percent of the applied wall facing. C. The CONTRACTOR shall be responsible for the work and its progress. This includes but is not limited to the construction sequence, means, and certification loads by a qualified independent testing laboratory within 90 days prior to submittal. methods, worker safety, temporary handrails and barriers, excavation access, lifting of materials and equipment into and out of excavations, 5.05.2 Verification Testing of Sacrificial Nails: temporary bracing of formwork, and the stability of temporary cut slopes and face cuts. 5.02 Materials: D. Related Work: A. Materials for construction of soil nail walls shall be furnished new and without defects. The materials shall consist of the following: A. Verification testing in each soil unit shall be performed prior to installation of production nails in that unit to verify the CONTRACTOR's installation methods, nail pullout • Site Earthwork: By others capacity, and design assumptions. A minimum of two verificatian tests per soil unit and/or nail installation method is required. The nails used for the verification tests 1 . Centralizers shall be constructed of Schedule 40 PVC, sized to position the nail bar within one inch of the center of the drillhole, sized to allow s�hall be sacrificial and shall not be incorporated as production nails. • Clearing: By others tremie pipe insertion to the bottom of the drillhole, and sized to allow grout to flow freely up the drillhole. • Erosion and Sediment Control: By others B . Verification test nails shall be constructed using the same equipment, methods, and hole diameter as planned for the production nails. Changes in drilling or installation 2. Nail grout shall be a neat cement or sand-cement mixture with a minimum 3 -day compressive strength of 1 ,500 psi and a minimuxn 28-day method may require additional nail testing as determined by the ENGINEER. • TopsoiL• By others compressive strength of 3 ,000 psi per ASTM C 109/AASHTO T106. • MSE Retaining Wall: Section 02836 C. The unbonded length of test nails shall be at least 3 feet unless approved otherwise by the ENGINEER. The bond length of test nails shall be determined by the 1 .02 Pre-Construction Meering: 3 . Cement shall conform to ASTM C150/AASHTO M85 , Type I. ENGINEER such that the allowable bar load is not exceeded but shall not be less than 10 feet. The bar load during testing shall not exceed 80% of the steel ultimate A. A pre-construction meeting shall be held prior to start of the work and shall be attended by the Owner, Engineer, Contractor, and sub-contractors, as 4. Fine aggregate shall conform to ASTM C33/AASHTO M6. strength for Crrade 150 bars or 90% of the steel yield strength for Grade 60 and Grade 75 bars . applicable. The meeting shall be conducted to review the requirements for the work, coordinate construction activities, and to review contractual relationships and responsibilities. 5. Nail bars shall conform to ASTM A615/AASHTO M31 , Grade 75, or ASTM A722/AASHTO M275, Grade 150. Nail bars used for soil nail wall D. The design test load (DTL} shall be determined by multiplying the bond length of the nail times the design pullout resistance. Verification test nails shall be incrementally 1 . 03 Existing Site Conditions, Utilities, and Underground Obstructions : construction shall be threaded bars manufactured by Dwyidag or Williams Form, or approved equivalent. loaded and unloaded in accordance with the following schedule : A. The Contractor shall visit the site prior to any construction activities for the purpose of observing and documenting the pre-construction condition of 6. Bar couplers shall develop the ultimate tensile strength of the bar as certified by the manufacturer. Load Hold Time Load Hold Time site facilities or infrastructure adjacent to the site. During construction, the Contractor shall observe the conditions above the soil nail wall on a daily AL 1 minute 1 .75DTL Until Stable basis for signs of ground or building movements. The CONTRACTOR shall immediately notify the Owner and the Engineer if signs of movement � • Epoxy coating, where required on the plans, shall conform to AASHTO M284, minimum 12 mil electrostatically applied, bend test requirements 0.25DTL 10 minutes 1 .SODTL Until Stable such as new cracks, increased size of old cracks or other si ns of distress are observed durin the work. The Contractor shall rovide the En meer shall be waived. g g p g O.SODTL 10 minutes 1 .25DTL Until Stable written documentation of the observed conditions within 24 hours of initial observation. 8 , Encapsulation, where required on the plans, shall consist of minimum 0.04-inch corrugated HDPE (conforming to AASHTO M252) or PVC 0.75DTL 10 minutes 1 .00DTL Until Stable B . The Contractor sball verify existing dimensions and site conditions. The Contractor is responsible for determining actual locations of existing utilities (conforming to ASTM D1784 Class 13464-B). Encapsulation shall provide at least 0 .2-inch of grout cover over the nail bar and be resistant to 1 .00DTL 10 minutes 0.75DTL Until Stable shown on the plans and those utilities or underground obstructions not shown on the plans, that may impact or conflict with the soil nail wall. ultraviolet light degradation, normal handling stresses, and grout pressures. The encapsulation shall be applied at the factory under controlled 1 .25DTL 10 minutes O.SODTL Until Stable C . Based on the locations of utilities or proposed utilities, the CONTRACTOR shall seek approval of the ENGINEER to shift nail locations to avoid conditions or, upon the ENGINEER'S approval, may be field-constructed by the CONTRACTOR in accordance with the manufacturer's 1 .SODTL 60 minutes 0.25DTL Until Stable conflicts with these utilities. recommendations. 1 .75DTL 10 minutes AL Until Stable D . The CONTRACTOR shall be responsible for removal of abandoned utilities, or other obstructions that interfere with the soil nail wall. 9, Damaged epoxy on epoxy-coated soil nails sha11 be repaired by the CONTRACTOR in accordance with the manufacturer's recommendations 2.00DTL 10 minutes 1 .04 Special Inspection: using an epoxy field repair kit approved by the epoxy manufacturer and ENGINEER. A. Special inspection shall be provided by the ENGINEER representing the OWNER for soil nail wall construction activities. 10 . Encapsulated nails shall not be transported until the grout has reached sufficient strength to resist damage during handling. Encapsulated nails shall B . The ENGINEER providing the special inspection shall be a qualified geotechnical ENGINEER or representative with experience in monitoring soil not be handled in a wa that will cause dama e to the enca sulation. Enca sulated nails that are dama ed or defective shall be re aired in E. The ali nxnent load AL should be the minimum load re wred to ali the testin a aratus and should not exceed O .OSDTL. Dial au es should be zeroed after the nail wall conshuction. y g p p g P g ( ) q � g PP g g accordance with the manufacturer's recommendarions to the satisfaction of the ENGINEER, and shall be removed from the site. alignment load is applied. C . The CONTRACTOR and ENGINEER shall maintain accurate records documenting the soil nail wall construction. The CONTRACTOR shall assist the ENGINEER as necessary to obtain the as-built nail locations, top of wall elevations, and all other information as required by the OWNER and B . Cement shall be adequately stored to prevent moisture degradation and partial hydration. Cement that has become ccked or luxnpy shall not be used. F. Each load increment shall be held for at least 10 minutes. The verification test nail shall be monitored for creep for 60 minutes at the 1 . SODTL load increment. Nail ENGINEER. movements during the creep portion of the test shall be measured and recorded at l , 2, 3 , 5 , 6, 10, 20, 30, 50, and 60 minutes. C. Soil nail bars, centralizers, and anchor assembly materials shall be handled and stored to keep the materials from contact with the ground. Soil nail bars shall D. An independent Quality Control firm shall be retained and administrated by the CONTRACTOR. The Quality Control firm sha11 perform sample be stored o� su orts and be handled to revent overstressin . Dama e to the nail steel as a result of overstressin abrasion cuts nicks welds or weld 5.05.3 Proof Testing of Production Nails : collection and testing described in the plans and specifications, and additional testing as required by site conditions and the ENGINEER. Only pp p g g g' ' ' ' ' splatter shall be cause for rejection by the ENGINEER. Soil nail bars shall be protected from and be free of dirt, rust, oil, grease, or other deleterious A. Proof testing shall be performed on a minimum of 5 percent of the production nails as detemuned by the ENGINEER. If nail installation methods are substandard or qualified and experienced technicians and ENGINEERS shall perform the testing services. The Qua.liTy Control testing firm shall be approved by the substances prior to installation, as approved by the ENGINEER. Corrosion or pitting of nails shall be cause for rejection by the ENGINEER. Light rust otherwise do not pass proof testing on any particular nail or series of nails, additional tests may be required. ENGINEER. that has not resulted in pitting is acceptable with the ENGINEER' S approval. Grounding of welding leads to the nail steel shall not be allowed. E. Quality assurance shall be provided by the ENGINEER. This shall include verification of geotechnical design parameters, review, and approval of B . The unbonded length of test nails shall be at least 3 feet unless approved otherwise by the ENGINEER. The bond length of test nails, determined by the ENGINEER, quality control tests and submittals, and observation of construction for compliance with the drawings and specifications. 5.03 Nail Installation: shall be such that the allowable bar load is not exceeded but shall not be less than 10 feet. The bar load during testing shall not exceed 80% of the steel ultimaxe strength F . Shotcrete and soil nail grout shall be tested, and soil nail design adhesions verified, in accordance with these specifications. A. For each different method of nail installation, two successful verification tests shall be performed in each soil unit identified on the plans, prior to starting for Grade 150 bars or 90% of the steel yield strength for Grade 60 and Grade 75 bars . PART 2 : CONSTRUCTION SITE DRAINAGE installation of production nails in the various soil units. The verification test locations shall be selected by the CONTRACTOR and approved by the A. The CONTRACTOR shall be responsible for providing construction site drainage, both behind and in front of the soil nail wall that is independent of ENGINEER. C. Proof test nails shall be incrernentally loaded in 0.25DTL increments to a maximum load of 1 . SODTL in accordance with the following schedule: the wall drainage system. B. Nails shall be installed at the locations and to the lengths indicated on the plans. The ENGINEER may add, eliminate, or relocate nails to accommodate Load Hold Time Load Hold Time B . The CONTRACTOR shall be responsible for the condition and maintenance of any pipe or conduit used to control surface water during construction. actual field conditions. AL Until Stable 1 .00DTL Until Stable Upon substantial completion of the work, surface water control pipes or conduits shall be removed from the site. Alternatively, pipes or conduits may 0.25DTL Until Stable 1 .25DTL Until Stable be left in lace with the a roval of the ENGINEER but shall be full routed abandoned or left in a manner that rotects that structure and C. The CONTRACTOR shall submit for review and approval by the ENGINEER the drilling equipment and methods suitable for the ground conditions p pP � y g � � P O.SODTL Until Stable 1 .SODTL Until Stable adjacent facilities from ground loss associated with migration of fines through the pipe or conduit. All work shall be subject to review by the described in the geotechnical report. The drillhole diameter shall be selected to provide the minimum specified grout cover over the nail bar and to develop 0 .75DTL Until Stable ENGINEER. the specified pullout resistance. Water, drilling muds, or other fluids used to assist in cutting removal shall not be allowed for uncased drillholes. Uncased PART 3 : CONSTRUCTION METHODS AND SEQUENCE drillholes shall be observed for cleanliness prior to insertion of the nail bar. In caving ground, the CONTRACTOR shall use cased or augercast drilling methods to support the sides of the drillhole. D. Depending on performance, either a 10-minute or 60-minute creep test shall be performed at 1 .SODTL. Nail movement shall be measured and recorded at 1 , 2, 3 , 5, 6, and A. The construction sequence shall be in accordance with an approved submittal, unless approved otherwise by the ENGINEER. No excavarions steeper 10 minutes. Where the nail movement between one minute and 10 minutes exceeds 0.04 inches, the maximum test load shall be maintained an additiona150 minutes and or higher than those specified herein or on the plans shall be made above or below the soil nail wall without written approval from the ENGINEER. D . The CONTRACTOR shall immediately suspend drilling operations if ground subsidence is observed, if the soil nail wall is adversely affected, or if adjacent movements shall be recorded at 20, 30, 50, and b0 minutes. B . Tentatively approved construction methods, sequence, and face closure times are indicated on the plans. However, construction methods, sequence, structures are damaged as a result of the work. The adverse conditions shall be stabilized imxnediately and the ENGINEER and OWNER shall be notified or closure times that are either indicated on the plans or approved otherwise by the ENGINEER do not relieve the CONTRACTOR of responsibility of such conditions with 24 hours. 5.05.4 Test Nail Acceptance: for stability of the temporary cut face until it is closed and stabilized with hardened shotcrete and the nail head connection is completely installed. E. Nail bars shall be inserted into the drillhole to the required length in such a manner as to prevent damage to the drillhole, centralizers, nail bars, or other A. A test nail shall be considered acceptable when: C. Where the CONTRACTOR'S construction sequencing results in a discontinuous lift along any nail row, the ends of the lift shall extend beyond the portions of the work. Nail bars that cannot be inserted to the design depth, or that cannot be inserted without pushing or penetrating obstructions within 1 . For verification tests, a creep rate less than 0.08 inches per log cycle of time between the 6 and 60 minute readin s is observed during cree testin , and the g P g ends of the next lower lift by at least 10 feet. Slopes or berms immediately beneath these stepped lifts shall be constructed to prevent sloughing or drillholes sha11 be removed from the drillhole and the drillhole shall be clea.ned sufficiently to allow unobstructed installation of the bar. rate is linear or decreasing throughout the creep test load hold period. failure that would result in loss of ground at the face. 2. For proof tests, a creep rate less than 0.04 inches per log cycle of time between the one and 10 minute readings is observed or a creep rate less than 0.08 PART 4 : EXCAVATION F . If the nail bar is installed using cased or augercast methods, centralizers shall not be required provided the installation method provides for the nail bar to inches per log cycle of time between the 6 and 60 minute readings, and the creep rate is linear or decreasing throughout the creep test load hold period. • A. For distances away from the shotcrete wall face greater than the current shotcrete wall height or 10 feet, whichever is more, mass excavation may remain in the central portion of the grout. In such situations, slump shall not exceed 8 inches. 3. The total movement at the maximum test load exceeds 80 percent of the theoretical elastic elongation of the unbonded length. occur at any time, but with slopes no steeper than 1 H : 1 V, unless approved otherwise hy the ENGINEER. 5.04 Nail Grouting: 4. A pullout failure does not occur during testing. Pullout failure is defined as the load at which attempts to increase the test load simply result in continued B. Mass excavation of the drill bench for the next row of soil nails may occur any time the day after shotcreting the preceding lift, provided such A. Grout equipment shall produce a uniformly mixed grout, free of lumpy and undispersed cement. A positive-displacement grout pump shall be used. The pullout movement of the test nail. excavation occurs no closer than 5 feet from the face of the shotcrete. grouting equipment shall be sized to enable the entire nail to be grouted in ane continuous operation. The mixer shall be capable of continuously agitaxing B. At the CONTRACTOR'S option, successful proof test nails meeting the above test acceptance criteria may be incorporated as production nails, provided that ( 1 ) the C . Mass excavation beneath a preceding shotcrete lift, closer than 5 feet from the shotcrete wall face, shall not occur until: { 1 ) nail grout and shotcrete on the grout during usage. unbonded test length of the nail hole has not collapsed during testing; (2) the minimum required hole diameter has been maintained; and (3) the test nail length and bar the preceding lift have reached 50 percent of their specified 28-day compressive strengths; and (2) installation of connection hardware and nail testing B . Uncased ' llh te size are equal to or greater than the scheduled production nail length and bar size. Test nails meetin these re uirements shall be com leted b satisfactoril outin the dn o s shall be grouted after installation of the nail bar. The ENGINEER may allow grouting prior to insertion of the nail bar provided the nail g q P Y Y �' g for the preceding lift have been completed and are accepted by the ENGINEER. Mass excavation within 5 feet of the shotcrete face must be in bar is immediately inserted through the grout to the specified length without encountering obstructions that are pushed or penetrated to install the nail bar. unbonded test length. Maintaining the temporary unbonded test length for subsequent grouting is the CONTRACTOR'S responsibility. accordance with the berm requirements described below and shown on the plans, unless approved otherwise by the ENGINEER. No ortion of the nail hole shall be left o en for more than one hour nor to outin unless a roved otherwise b the ENGINEER. D. During excavation for drill benches for consecutive rows of soil nails, the CONTRACTOR shall maintain a bench of material to serve as a platform p p p � g pp y 5.05.5 Inadequate Test Nail Performance: for the drilling equipment and as a stabilizing berm for the wall excavation face (neat line). In accordance with the plans or as approved by the C. The grout shall be inj ected at the lowest point of each drillhole through a tremie pipe, hollow-stem auger, or drill rods with the drillhole filled in one A. The ENGINEER shall evaluate the results of each verification test. Installation methods that do not satisfy the nail testing requirements shall be considered inadequa.te. ENGINEER, the stabilizing material near the wall face may be either ( 1 ) a native berm or {2) a fill berm. In both cases, the drill bench shall be continuous operation. Cold joints in the grout placement are only allowed for construction of test nails. The conduit delivering the grout shall be kept below The CONTRACTOR shall propose alternative methods and install replacement verification test nails. Replacement test nails shall be installed and tested at no additional established not more than 3 .5 feet below the row of nails to be installed and shall extend out from the wall face a minimum distance necessary to the surface of the grout as the conduit is withdrawn, in a manner that prevents the creation of voids. The quantity of grout and the grouting pressures shall be cost to the OWNER. provide a safe working bench for equipment and workers. The CONTRACTOR is responsible for the safety and stability of the temporary drill bench controlled to prevent ground heave or fracturing. B. The ENGINEER may require that the CONTRACTOR replace some or all of the production nails represented by the inadequate proof test nail. Alternatively, the and wall face cut until the corresponding shotcrete lift with connection hardware is constructed as shown on the plans. ENGINEER ma re uire roof testin of additionall mstalled roof test nails be conducted to veri that ad acent reviousl installed roduction nails have sufficient D . During removal of drill casing from drillholes advanced by either cased or augercast methods, the grout surface within the casing shall be continually Y q P g Y P fY J P Y � P E. Excavation to the neat line shall be done using procedures that prevent over-excavation or loosening, minimize degradation of the soil bearing support monitored for maintenance of "head" sufficient to offset the external groundwater/soil pressure. load carrying capacity. Costs due to additional proof tests or installation of additional or modified nails as a result of poor proof test nail performance shall be at no below the overlying portions of the soil nail wall and below the soil nails currently being installed, minimize loss of soil moisture, and prevent ground additional cost to the OWNER. freezing. E. Nail grout shall be tested by an independent quality control firm in accordance with ASTM C109/AASHTO T106 at a frequency of no less than one test for F. The duration of time between final excavation to the neat line and the application of shotcrete is referred to as the closure time. The closure time for every 50 cubic yards of grout placed or once per week, whichever is greater. 5.05.6 Soil Nail Tolerances: all wall excavation faces shall be less than a single wark shift, unless shown otherwise on the plans or approved otherwise by the ENGINEER. A. The soil nails shall not extend beyond the right-of-way or easement limits shown on the plans, unless approved otherwise. Bars shall be centered within one inch of the F. Temporary unbonded lengths shall be provided for each test nail. The test nail bar shall be isolated from the wall facing and the reaction frame during center of the drillhole. Individual nails shall be positioned plus or minus 12 inches from the design locations shown in the plans. Location tolerances shall be considered G. Extension of the closure time shall be approved by the ENGINEER. No extension of closure time shall be approved until a test cut is constructed and testing. Satisfactory proof test nails may be incorporated in the work provided the temporary test unbonded length is fully grouted subsequent to testing. the CONTRACTOR demonstrates for each material type that the cut face will be stable over the proposed closure time. Extensions to the closure applicable to only one nail and not cumulative over large wall areas. The nail inclination shall be plus or minus 3 degrees of that shown in the plans. Nail splay angle time may be reviewed by the ENGINEER at any time depending on the performance of cut faces. G. Grout shall not be placed in cold weather unless protected when the ambient temperature is below 40oF and falling and/or when the grout is likely to be shall be within plus or minus 3 degrees . Nails that encounter unanticipated and impenetrable obstructions during drilling shall be relocated by the ENGINEER. Soil H. Prior to construction, the CONTRACTOR shall submit for review and approval by the ENGINEER the methods of removal of face protrusions that subjected to freezing temperatures before reaching a minimum strength of 750 psi. Cold weather protection shall be maintained until the strength of the grout nails that do not satisfy the specified tolerances due to the Contractor'S installation methods shall be replaced to the ENGINEER'S satisfaction at no additional cost to _ rnay include cobbles, boulders, rubble, or other objects to accomplish the construction. The submittal shall include methods for backfilling voids is greater than 750 psi. Cold weather protection shall include heating under tents, blankets or other means acceptable to the El\'GINEER. The temperature the OWNER. beyond the neat line caused by removal of face protrusions. of the grout, when deposited, shall be not less than SOoF, nor more than 80oF. The air in contact with grout surfaces shall be maintained at temperatures PART 6: WALL DRAINAGE above 32oF for a minimum of 7 days. A. The wall drainage network shall consist of geocomposite drain strips and toe drains, as indicated on the plans. T'he geocomposite drain strips shall be Miradrain 6000, 5.05 Nail Testing: Amerdrain 500, or the approved equivalent. Connector (weep) pipes sha11 be minimum 3-inch diameter Schedule 40 PVC. 5.05.1 GeneraL B . Geocomposite drain strips shall be provided in rolls wrapped with a protective covering and stored by the CONTRACTOR in a manner that protects the fabric from mud, A. Verification tests shall be perfortned at the locations selected by the CONTRACTOR and approved by the ENGINEER. Proof tests shall be perfarmed at dirt, dust, water, and debris. Protective wrapping shall not be removed until immediately before installation. Extended exposure to ultraviolet light sha11 be avoided. the locations selected by the ENGINEER. All test data shall be recorded by the ENGINEER, unless approved otherwise. Pullout testing of soil nails shall not be performed until the nail grout and wall facing have attained at least 50 percent of their specified 28 -day compressive strength. C. The geocomposite drain strips shall be at least 16 inches wide and shall be secured to the excavation face with the geotextile side against the ground. Drain strips shall be made continuous by using the "shingle" method of splicing with a 16-inch minimum overlap such that the flow of water is not impeded. The CONTRACTOR shall B . Testing equipment shall include a dial gauge, j ack and pressure gauge, a pump, and a reaction frame. secure drain strips to the soil surface by a method approved by the ENGINEER. C. A minimum of two dial gauges capable of ineasuring to 0.001 -inch shall be available at the site to measure the nail movement. The dial gauges shall be D. The joint between the weep pipe and the geocomposite drain strip, and the discharge end of the weep pipe shall both be sealed to prevent shotcrete intrusion. Damage to the aligned within 5 degrees of the axis of the nail and shall be supported independent of the jacking set-up and the wall. A hydraulic jack, pressure gauge, and geocomposite drain strip which, in the opinion of the ENGINEER, may cause interruption in flow shall require installation of additional weep pipes above the damaged pump shall be used to apply and measure the test load. section by the CONTRACTOR at no additional cost to the OWNER. D . The jack and pressure gauge shall be calibrated by an independent testing laboratory as a unit. The pressure gauge shall be graduated in 100-psi increments or less and shall have a range not exceeding twice the anticipated maximum pressure during testing unless approved otherwise by the ENGINEER. The ram travel of the jack shall be sufficient to enable the test to be performed without re-setting the jack. No . Revision Date IVI ICHA EL W. WES T Date : 4/20/09 Q;�� . �. & ASSOCIA TES, INC . Project No . 09864 � � 0 /L NA lL WA L L SPECIFI �A TlC? NS Desi ned B FEH � 2 � `' 7�T Consulting Engineers and Geologists g Y� "a aa V Y Drawn B�: B� �,� Y �g ��..••w FO RES T R nA D SN 0 W CA T B YPA SS 2 Inverness Drive East, Suite 106 Engle�rood , Co�orado eo1 � 2 - 5508 Checked By: FEH �At��►�'� VA /L RESORTS DEVELOPMENT COMPANY, VA /L, COLORADO ( 720 ) 529 - 5300 Fax ( 720 ) 528 - 5335 www.m-west- assoc . com _ _ _ - - _ _ __ _ _ __ . SOIL NAIL WALL SPECIFICATIONS SHOWN FOR REFERENCE ONLY. REFER TO PROJECT SPECIFICATIONS SECTION 02444. PART 7: SHOTCRETE FACING 7.04.2 Surface Preparation: PART 11 : METHOD OF MEASUREMENT 7.01 GeneraL• A. Prior to shotcreting the ungrouted zone above the soil nail grout at the excavation cut face (birds beak), the CONTRACTOR shall 11.01 SOIL NAIL WALLS : A. Shotcrete shall compty with the requirements of ACI 506 .2-94 except as specified otherwise herein. The CONTRACTOR'S independent remove loose materials from the surface of the grout. Quality Control firm shall core and test shotcrete panels in accordance with ACI 506.2 and 506R and as specified herein. B . The CONTRACTOR shall remove loose materials and loose dried shotcrete from previous placement operations and from A. The unit of ineasurement for soil nail walls shall be per square foot of the face measured from the top of the wall line to the bottorix of wall line, projected onto a B . All workers, including foremen, nozzlemen, finishers, and delivery equipment operators shall be qualified to perform the work. Qualification receiving surfaces by methods acceptable to the ENGINEER. The removal shall be accomplished in such a manner as not to loosen, vertical plane as shown on the DRAWINGS . of the nozzlemen shall be based on the results of shotcrete core testing as specified herein, unless approved otherwise by the ENGINEER. crack, or shatter the surfaces to receive the shotcrete. Surface material that, in the opinion of the ENGINEER, is loosened or 7.02 Materials : otherwise damaged shall be removed to sufficient depth to provide a base that is suitable to receive the shotcrete. Material that B. Structure excavation for soil nail walls shall not be a separate wall pay item but shall be measured and paid as part of the general excavation including haul pay loosens as the shotcrete is a lied shall be removed. Shotcrete shall not be laced on frozen surfaces. item. A. Materials for shotcrete shall conform to the following requirements: PP � p 1 . Cement shall conform to ASTM C150/AASHTO M85 , Type I. 7.04.3 Delivery and Application: C. The final pay quantities shall be the design quantity as listed on the DRAWINGS increased or decreased by any changes authorized by the engineer. A. A clean, dry, oil-free supply of compressed air sufficient for maintaining adequate nozzle velocity for all parts of the work and for 2. Fine aggregate shall conform to ASTM C33/AASHTO Mb . simultaneous operation of a blow pipe for cleaning away rebound shall be maintained at all times. The equipment shall be capable 11 .03 Modular block facade: 3 . Coarse aggregate shall conform to AASHTO M-80, Class B . of delivering the premixed material accurately, uniformly, and continuously through the delivery hose. A. The unit of ineasurement for modular block facade construction shall be per square foot of face measured from the top of the soil nail wall to the top of the 4. Water shall be potable, clean, and free from substances deleterious to concrete and steel, or that would cause staining. B . The shotcrete shall be applied from the lower part of the work area upwards to prevent accumulation of rebound on uncovered reinforced concrete footin ro ' ected onto a vertical lane as shown on the DRAWINGS. No se arate measurement of com onents stin t ' 5 . Accelerator shall be the fluid e a lied at the nozzle and meet the re uirements herein. surfaces. Thickness methods of su ort air ressure and rate of lacement of shotcrete shall be conlrolled to revent sa in or g' p � p P p , te g, ma enal, or other � ' pp ' q ' pp ' p ' p p gg g WORK items shall be made. 6 . Water reducing agents and superplasticizers shall conform to ASTM C494/AASHTO M194, Type A, D, F, or G. sloughing of freshly applied shotcrete. Where shotcrete is used to fill the bird's beak, the nozzle shall be positioned into the mouth 7. Air entraining agents shall conform to ASTM C260/AASHTO M154 . of the drillhole to completely fill the void. Rebound shall not be worked back into the placement nor shall the rebound be salvaged. B. The final pay quantiry shall be the design quantity as listed on the DRAWINGS increased or decreased by any changes authorized by the ENGINEER. 8 . Fl ash shall conform to ASTM C618/AASHTO M295 T e F or G cement r lacement u to 35% b wei ht of cement. Rebound that does not fall clear of the working area shall be removed. The nozzle shall be held at a distance and at an angle y � YP � eP P Y g PART 12 : BASIS OF PAYMENT approximately perpendicular to the working face so that rebound will be minimal and compaction will be maximized. The nozzle 9. Silica fume shall conform to ASTM C1240, 90 percent minimum silicon dioxide solids content, not to exceed 12 percent by weight of should be rotated steadily in a small circular pattern. 12.01 Soil Nail Walls: cement. C. Shotcrete placement shall be by the bench gunning method when the thickness of the shotcrete layer is 6 inches or greater. The 10. Welded wire fabric shall conform to ASTM A185/AASHTO M55 . Minimum lap length shall be 12 inches. gwuiing method shall consist of building up a thick layer of shotcrete from the bottom of the lift and maintaining the top surface at A. The accepted quantities of soil nail wall(s) shall be paid for at the contract unit prices. The unit price shall be in fu11 compensation for all labor, equipment, 11 . Concrete reinforcing bars shall conform to ASTM A615/AASHTO M31 , Grade 60. Concrete reinforcing bar details shall conform to approximately a 45-degree slope. materials, material tests, field testing, the wall alignment survey control, and incidentals necessary to complete the work as specified and as detailed on the ACI 315 . Minimum bar laps shall be 40 bar diameters. 7.04.4 Visual Observation: DRAWINGS, for the soil nail wall(s) in accordance with all requirements of the contract including the WORK required to provide the proper shotcrete facing 12. Curing compounds shall conform to AASHTO M148, Type ID or Type 2 . A. A clearly defined pattern of continuous horizontal or vertical ridges or depressions at the reinforcing elements after they are covered alignment and thickness control. The concrete footing and all wall drainage materials including geocomposite drain strips, connection pipes, drain grates, drain 13 . Film protecrion for curing shall conform to AASHTO M171 or polyethylene film. will be considered indication of insufficient cover of reinforcement or poor application and probably vaids. In this case, the work aggregate and geotexrile, fitrings, and accessories are considered incidental to soil nail wall construction and will not be paid separately. 14. Bearings plates shall conform to ASTM A36/AASHTO M183 . shall be immediately suspended and the work inspected by the ENGINEER. The CONTRACTOR shall implement and complete B . The accepted quantities of nail grout socks shall be paid for at the contract unit prices. Grout socks are not incidental to wall construction. The use of grout corrective measures prior to resuming the shotcrete operations. socks must be approved by the ENGINEER. 15 . Nuts shall conform to AASHTO M291 , Grade B , hexagonal, fitted with beveled washer of spherical seat to provide uniform bearing. . B . The shotcreting procedure may be corrected by adjusring the nozzle distance and orientation perpendicular to the surface, adjusting B . Shotcrete admixtures shall not be used unless approved by the ENGINEER. Admixtures used to entrain air, to reduce water-cement ratio, to the water content of the shotcrete mix, or other means acceptable to the ENGINEER. All overspray and rebound shall be removed C. The accepted quantities of extra grout shall be paid for at the contract unit prices. The grout quantity over 3 times the thearetical (neat line) nail volumes, retard or accelerate setting time, or to accelerate the development of strength, shall be thoroughly mixed into the shotcrete at the rate specified from the surface. verified by the ENGINEER, shall be considered extra grout. by the manufacturer unless specified otherwise. Accelerating additives shall be compatible with the cement used, be non-corrosive to steel C. Surface defects shall be repaired as soon as possible after initial placement of shotcrete. Shotcrete that lacks uniformity, exhibits and shall not promote other detrimental effects such as cracking or excessive shrinkage. The maximum allowable chloride ion content of all se re ation sa in hone combin or lamination or contains voids or sand ockets shall be removed and re laced with fresh D . The accepted quantities of extra shotcrete shall be paid for at the contract unit prices. Extra shotcrete quanrities shall be due to oversized material in the g g � gg g� y g' ' p p excavation face and will be verified by the ENGINEER. ingredients shall not exceed 0. 10 percent when tested per AASHTO T260. shotcrete. C. Materials shall be delivered, stored, and handled to prevent contamination, segregation, corrosion, or damage. Liquid admixtures shall be 7.04.5 Attachment of the Nail Head Connection Hardware: E. The accepted quantities of modular block facade construction shall be paid for at the contract unit prices. The unit price shall be in full compensation for all stored to prevent evaporation and freezing. A. The CONTRACTOR shall set bearing plate into the shotcrete while it is plastic and shall verify that full contact is achieved labor, e ui ment materials material tests field tests surve control and incidentals necessa to com lete the work as s ecified and detailed on the q P , � , � Y � rY P P D. Aggregates for shotcrete shall meet the strength and durability requirement of AASHTO M80 and shall meet the following gradation between bearing plate and the grout. The retenrion nut shall only be hand-tightened to maintain full contact between bearing plate DRAWINGS. Block unit core fill between the shotcrete facing and block facade is considered incidental to modular block facade construction and will not be requirements: and grout, without squeezing excessive fresh shotcrete out from under the plate. paid separately. Sieve Size Percent Passin� Wei�htSieve Size Percent Passin� By Wei�ht 7.04.6 Construction Joints: 1/Z-Inch 100 No. 1635 55 A. Construction joints shall be watertight and uniformly tapered toward the excavation face over a minimum distance equal to the G. Payment shall be made for each of the following bid items included in the bid schedule: 3/8 -Inch 90- 100 No. 3020 35 thickness of the shotcrete layer. The surface of the joints shall be rough, clean, sound, and damp. The hardened surface shall be Pay Ite�n Measurement Unit cleaned of all laitance, foreign substances, washed with clean water, and wetted thoroughly imxnediately prior to placement of fresh Soil Nail Wall(s) Square Foot No. 470 85 No . 508 2� shotcrete. No. 850 70 No. 1002 10 7.04.7 Weather Limitations• Grout Sock Each Extra Grout Cubic Yard A. Shotcrete shall not be placed in cold weather unless protected when the ambient temperature is below 40oF and falling and/or when Extra Shotcrete Cubic Yard E. Cement content shall be at least 600 pounds per cubic yard. The water/cement ratio shall not be greater than 0.45 . For wet-mix shotcrete the shotcrete is likely to be subjected to freezing temperatures before reaching a minimum strength of 750 psi. Cold weather Modular Block Facade Square Foot exposed to freezing and thawing, the air content at the truck shall be between 7 to 10 percent when tested in accordance with ASTM protection shall be maintained until the strength of the shotcrete is greater than 750 psi. Cold weather protection shall include C231/AASHTO T152. heating under tents, blankets or other means acceptable to the ENGINEER. The temperature of the shotcrete, when deposited, shall F. Shotcrete shall be proportioned to attain a compressive strength of 2,000 psi in 3 days and 4,000 psi in 28 days based on the results of testing be not less than 50°F, nor more than 80°F . The air in contact with shotcrete surfaces shall be maintained at temperatures above 32°F performed on cores extracted from test panels or wall face. for a minimum of 7 days . G. Aggregate and cement may be batched by weight or by volume in accordance with the requirements of ASTM C94/AASHTO M157. Mixing 7.04.$ Tolerances: equipment shall be capable of thoroughly mixing the materials in sufficient quantity to maintain placing continuity. Ready-mix shotcrete shall A. The tolerances for shotcrete facings shall be as follows: be delivered and placed within 90 minutes of the batch time, unless approved otherwise by the ENGINEER. 1 . The vertical location of a horizontal shotcrete joint shall be within 0. 5 feet af the elevation shown on the plans . 2 . The shotcrete wall thickness shall be no less than that shown on the plans minus 0. 5 inches. 7.03 Test Panels and Shotcrete Quality Control: 3 . The horizontal and vertical locations of reinforcing bars shall be within one inch of the locations shown on the plans. 7.03.1 Pre-Construction Testing: 4. Reinforcing bar lap lengths shall be no less than that shown on the plans minus one inch. A. Pre-construction testing of shotcrete shall be performed in conformance with ACI 5062 and ACI 506R. 5 . Reinforcing bar spacing shall not exceed that shown on the plans plus one inch. B . Field-cured test panels shall be transported to the independent Quality Control testing firm where the panels shall be cored to provide test 6. The deviation in planeness of the fmished wall surface shall not exceed 0 . 5 inches in 10 feet. specimens for compressive strength and visual examination. PART 8 • NAIL HEAD CONNECTION HARDWARE C. Pre-construction testing can be waived upon satisfactory demonstration, to the Engineer, as to the performance of the soil nail sub-contractor A. Depending on the connection detail shown on the plans, the nail head connection hardware may consist of one or more of the and his personnel, andlor mix design and previous nozzleman certification. following: embedded or bearing steel plates per ASTM A709/AASHTO M270, Grade 36; nuts and washers per AASHTO M290, 7.03.2 Quality Control During Production : Grade B, hexagonal fitted with beveled washer or spherical seat to provide uniform bearing; and headed studs per ASTM A307 or A. Shotcrete quality control during production shall be performed in accordance with ACI 506.2, approved equal. B . Steel plate dimensions with the exception of thickness shall be within 0.25 inches of that shown on the plans. Headed studs shall be B . The independent Quality Control firm shall obtain test cores from test panels of from the wall face, as approved by the Engineer. Shotcrete located on the plates within 0.25 inches of that shown on the plans. cores shall be tested for compressive strength and porosity. PART 9: MODiTLAR BLOCK FACADE C. Shotcrete cores shall be tested by the independent Quality Control firm at a frequency of no less than one test for every 50 cubic yards of 9.01 MATERIALS: shotcrete applied, or once per week, whichever is more frequent. A. Materials for construction of Modular Block Facade shall be furnished new and without defects. The materials shall consist of the D. The average compressive strength of each test, consisting of a set of three cores extracted from test panels or wall face, must be equal to or following : exceed SS percent, with no individual core less than 75 percent of the specified compressive strength in accordance with ACI 506 .2. 1 . Modular blocks shall meet the requirements of Section 02836 and DRAWINGS. E. The boiled absorption of shotcrete for measurement of shotcrete porosity, when tested in accordance with ASTM C642 at 7 days, shall be less 2 . Masonry ties shall be as shown on DRAWINGS . than or equal to 8 percent. 3 . Epoxy material shall be as shown on DRAWINGS . 7.04 Execution of Production Shotcrete Work: 9.02 INSTALLATION: 7.04.1 Alignment Control: A. Modular block facade shall be installed as shown on the DRAWINGS. A. Alignment wires and/or thickness control pins shall be provided as necessary to establish and maintain the minimum shotcrete thickness P�T 10 : WALL MONITCl1tING shown on the plans. The maximum distance between the wires and/or thickness control pins on any surface shall be equal to the vertical nail A. Survey monitoring of the soil nail walls shall be the responsibility of the CONTRACTOR. Controlled surveying shall be spacing. The CONTRACTOR shall verify that alignment wires are tight, true to line, and placed to allow further tightening. performed to establish the initial elevation and plan location of the monitoring points, and the vertical and horizontal movement of the monitoring points thereafter. B. Monitoring points shall consist of bolts or rods ernbedded into the object of interest, or cross-hairs scribed onto a plate that is attached to the face of the object of interest. Survey accuracy shall be to plus or minus 0.005 ft. C. Monitoring points shall be established ( 1 ) at the top of the soil nail walls and spaced no more than 25 feet on-center around the entire wall perimeter, and (2) on existing structures that are sensitive to movement and within a distance from the excavation equal to the final height of the excavarion. D. In general, survey monitoring and reporting of data shall occur twice weekly, unless the progress of construction dictates a less or more frequent survey, as determined by the ENGINEER. If any movements exceed 0. 5 inches, monitoring frequency shall be increased to a daily survey in the areas of concern. If any movements exceed one inch, remedial measures will be considered. E. Survey data shall be provided to the ENGINEER in a timely fashion for review. No . Revision Date 11� 1 CH,4 EL W. WES T Date : 4/20/09 ,��,o�,�„� ; ,, Project No . oass4 a.• �� ,� S O I L N A l L W A L L S P E C I F I �A T I � N S & A S S O C l A T E S, I N C . : , W Consulting Engineers vnd Geologists D��si�g�n B BB�Ex � � 2 .� FORES T ROA D SNO WCA T B YPA SS 1 1 2 Inverness Drive East, Suite 106 Y � r Englewood , Colorado 80112 - 5508 � oZ- 9 b J.• � Checked By: FEH c�" /�,,,,,,.��" VAIL RESORTS DEVELOPMENT COMPANY, VAIL, COLORADO ( 720 ) 529 - 5300 Fag ( 720 ) 528 - 5335 � A� www. m -�rest- assoc . com __ . . _ PART l : GENERAL D. Modular units shall conform to the following consiructability requirements: PART 3 : EXECUTION 1 .01 Description : . Vertical Setback - 1 -incht per course { 1 in 8 batter} as indicated on the DRAWINGS. 3.01 Wall Excavation: A. Work shall consist of furnishing and installing mechanically stabilized earth (MSE) walls and abutrnents, including all work items . Alignment and grid positioning mechanism _ fiberglass pins, minimum of two per modular unit. A. Contractor shall excavate to the lines and grades shown on the drawings. and components required for MSE wall construction, in accordance with these specifications and in conformity with the lines, grades, . B . Engineer shall inspect the excavation and provide Contractor with instructions regarding remedial work, if required, and approve excavation prior to continuation of work. Maximum horizontal gap between erected units shall be 0. 5 inches. locations, design, and dimensions shown on the drawings. 2.03 Base Leveling Pad Material: C. Backdrain shall be installed after excavation has been accepted. B . Related Work: 3.02 Foundation Preparation: A. Material shall consist of a compacted crushed rock ( 1 . 5-inch minus} or non-reinforced concrete as shown on the DRAWINGS . A. The foundation for the structure shall be graded level for a width equal to the overall length ofreinforcement elements plus 1 .0 ft or as shown on the plans. • Guard Rail: By others B. Cast-in-place concrete used for the leveling pad shall conform to the requirements of AASHTO Section 8 , "Concrete Structures" for Class B • Site Earthwork: By others B . Contractor sha11 proof-roll foundation area as directed by the Engineer to a11ow Engineer to determine the extent of remedial work, if required. concrete. Aggregate used in the leveling pad shall conform to CDOT Class 6 aggregate base course. C. Engineer shall inspect the proof-rolling and provide Contractor with instructions regarding remedial work, if required, and approve foundarion prior to continuation of work. • Clearing : By others 2.04 Unit Drainage Fill: Unsuitable foundation materials shall be removed and replaced with Structural Backfill per these specifications. • Erosion and Sediment Control: By others A. Unit drainage fill material as indicated on the drawings shall consist of a crushed stone material complying with the following gradation: D. Prior to wall construcrion, except where constructed on rock, the foundation shall be compacted with a smooth wheel vibratory roller. • TopsoiL• By others Sieve Size Percent Passin� 3.03 Base Leveling Pad/Footing: • Soil Nail Walls Section 02444 1 -inch 100 A. Leveling pad/footing material shall be placed to the lines and grades shown on the construction drawings. 1.02 Field Verification: 3/4-inch 75- 100 B . Concrete leveling pads/footing shall have a minimum 28-day compressive strength of 2,400 psi and be cured a minimum of 12 hours before placement of wall units or have a A. The Contractor shall verify existing ground elevations for each location involving construction wholly or partially in original ground. No. 4 0 - 10 compaction of 98 percent standaxd proctor density if aggregate leveling pad is used. B . The Contractor shall verify the location of all utilities. No. 50 0 -5 C. Leveling pad/footing shall be prepared to provide full contact to the base surface of the modular units. 1.03 Submittals/Certification : B . One cubic foot, minimum, of unit drainage fill shall be used for each square foot of wall face. Unit drainage fill meeting this requirement 3.04 Modular Unit Installation: A. Contractor shall submit a Manufacturer's certification to the Engineer for review and approval, prior to start of work, that the shall correspond to material placed immediately behind the modular units, including between adjacent modular units. Additional unit A. Modular units shall be placed such that their final position is near vertical or battered as shown on the plans. retaining wall system components meet the requirements of this specification and the structure design. drainage fill shall be placed to fill the voids (core) in individual modular units. B . The first course of modular units shall be placed on the leveling pad at the appropriate line and grade. Contractor shall verify alignment and elevarion in all directions, and verify that B . Contractor shall submit to the Engineer a test report documenting strength of specific modular concrete unit and geogrid 2.05 Structural f ll (Iteinforced fill) : modular units are in full contact with the base and properly seated. Deviations shall be corrected. reinforcement connection. The maximum design tensile load of the geogrid shall be equal to the laboratory tested ultimate strength of A. Structural fill (reinforced fill) for MSE walls shall be on-site or imported materials, processed as necessary, graded as follows: C. Modular units shall be placed with front of units side-by-side. Layout of corners and curves shall be in accordance with manufacturer's recommendations, and with the Engineer's geogrid / facing unit connecrion at a maximum normal force limited by the "Hinge Height" of the structure divided by a safety factor approval. of 1 . 5 . The connection strength evaluation shall be performed in accordance with NCMA test method SRWU 1 . Sieve Size Percent Passin� D. Install the connecting pins at the reinforcement locations and the alignment pins at all other locations. 1 .04 Quality Control and Quality Assurance• 6-inch 100 E. Unit drainage fill and structural backfill shall be placed behind this course and be compacted. Contractor shall verify that each course is backfilled and the materials compacted to A. An independent Quality Control firm shall be retained and administrated by the Contractor. The Quality Control firm shall perform 3 -inch 90- 100 specification before placing the reinforcement or proceeding to the next course. sample collection and testing described on the design plans and Specifications, and additional testing as required by the Engineer. 3/4-inch 75- 100 F. Clean excess material from the top of units and install the next course of modular units. Contractor shall verify that connecting and alignment pins protrude into the adjoining courses. Onl ualified and ex erienced technicians and en meers shall erform the testin services . The uali Control firm shall be Units shall be moved forward, toward the exposed wa11 face, until restrained by the pins in the previous course. y q p g p g Q tY No. 4 50-80 G. The maximum stacked vertical height of modular wall units, prior to unit drainage fill and structural backfill placement and compaction, sha11 not exceed two courses above the approved by the Engineer. No. 200 0 - 35 previously compacted materials. B. Quality assurance shall be provided by the Engineer. This shall include verification of geotechnical design parameters, review and Plasticity Index (PI) < 15 per ASTM D-4318 . H. As Structural Backfill material is placed behind the wall units, the units shall be maintained in position by means of the alignment pins. approval of quality control test results and submittals, observation of construction for compliance with design drawings and project On-site materials shall be verified in the field by the Contractor with inspection and evaluationby the Engineer to confirm conformance 3.05 Structural Geogrid Installation : specifications. with design requirements. Structural backfill material behind the unit drainage fill shall be free of organic or otherwise deleterious materials. A. Geogrid shali be oriented with the highest strength axis perpendicular to the wall alignment. C. Contractor shall submit certification, prior to start of work, that the retaining wall system (modular units, specific geogrid, and B . The maximum aggregate size shall be limited to 6-inches. Backfill shall be placed to minimize nesting of larger rocks or damage to B. Geogrid reinforcement shall be placed at the strengths, lengths, and elevations shown on the drawings or as directed by the Engineer. components) : { 1 ) Has been successfully utilized by the installer on a minimum of five projects of similar height, length, soil fill reinforcement, as determined by the ENGINEER. C. The geogrid shall be laid horizontally on compacted backfill materials and shall be attached to the modular wall units. This shall be followed by placement of the next course of types, and erection tolerances, and (2) has been successfully installed on a minimum of 1 million ( 1 ,000,000) square feet of retaining C. Structural backfill can be soils excavated on-site meeting the requirements listed herein. Unsuitable soils for backfill (e.g., high plastic clays, modular concrete units. The geogrid shall be pulled taut, and anchored prior to backfill placement on the geogrid. walls . Contact names and telephone numbers shall be listed for each project. organic soils), as deterxnined by the Engineer, shall not be used for MSE wall construction. D. Geogrid reinforcements shall be continuous throughout their embedment lengths and placed side-by-side to provide 100 percent coverage at each level. Spliced connections or gaps 1.05 Delivery, Storage, and Handling: 2.06 Lightweight Fill {Lightweight Reinforced Fill) : (Not Applicable) between adjacent geogrids are not permitted. E. Placement of geogrid at individual geogrid layers behind inside cuxves of the wall face shall be determined by the angle formed between non-overlapping, adjacent geogrid strips as A. Contractor shall verify that all materials delivered are the proper type, grade, color, and that appropriate certificarions have been 2.07 Geosynthetic Soil Reinforcement: shown on the DRAWINGS . Where the referenced interior angle is less than or equal to 20 degrees, or otherwise specified by the manufacturer and approved by the ENGINEER, no received. A. Geosynthetic soil reinforcement shall consist of geogrids manufactured specifically for soil reinforcement applications and shall be overlapping geogrid reinforcement shall be required to provide 100 percent coverage as stated above. B . Contractor shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer's manufactured from high tenacity polyester yarn or high density polyethylene. Polyester geogrid shall be knitted from high tenacity polyester 3.06 Structural fill Placement: recommendations. Damaged materials shall not be incorporated into the work. filament yam with a molecular weight exceeding 25,000 g/m and a carboxyl end group value less than 30. Polyester geogrid shall be coated A. The back drain and drainage pipe as required in Section 2.09 shall be in place prior to placement of structural fill. Part 2 : MATERIALS with an impregnated PVC coating that resists peeling, cracking, and stripping. B. Structural backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and installation damage. 2.01 Definitions: B . Long-Term Allowable Tensile Design Load (Ta} of the geogrid material(s) shall be, determined as follows: C. Structural backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compacrion is used, or 8 to 10 inches where heavy compaction equipment is used. Lift A. Modular Unit - A concrete retaining wall element machine made from portland cement, water, and aggregates. Ta = Tult / (RFcr*RFd*RFid*FS) thiclrness s�all be decreased to achieve the required density as required. B . Geogrid - A structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size Ta shall be evaluated based on a 75-year design life. D. At each reinforcement level, structural backfill shall be placed to 0. 1 foot higher than the level of the connecrion to the modular units before installing the soil reinforcement. to allow interlocking with surrounding soil, rock, or earth and function primarily as reinforcement. Tult (Short-Term Ultimate Tensile Strength} is based on the minimum average roll values (MAR� . E. S�uctural backfill shall be compacted to 95 percent of the maximum dry density as determined by ASTM D698. The moisture content of the backfill material prior to and during C . Unit Drainage Fill - Drainage aggregate which is placed within and immediately behind the modular units. RFcr (Reduction Factor for Long-Term Tension Creep) shall be determined from 10,000 hour creep testing performed in accordance with compaction shali be uniform throughout each lift and shall be dry of optimum, + 0 % to - 3%. D. Structural Fill (Reinforced Fill) - Compacted soil that is placed within the reinforced soil voluxne as outlined on the plans. ASTM D52b2. F. Only lightweight, hand_operated equipment, as approved by the Engineer, shall be allowed within three feet from the tail of the modular concrete unit. ° E. Lightweight Reinfarced Backfill (N/A) RFd Reduction Factor for Durabilit shall be determined from ol er s ecific durabili testin coverin the ran e of ex ected soil G. Tracked construcrion equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of six inches is required prior to operation of tracked vehicles F . Back drain - Draina e s stem consistin of eocom osite drain stri s draina e i e and outfall i e laced at the back of the ( y� p � p � g g g p over the geogrid. Tracked vehicle turning should be kept to a minimuxn to prevent tracks from displacing the fill and damaging the geogrid. Damaged geogrids or other MSE wall g Y g g P P � g P P P �P P environments. reinforced soil zone of the MSE wall. Rfid (Reduction Factor for Installation Damage) shall be determined from product-specific construction damage testing perfarmed in materials shall be replaced by the Contractor at no addirional cost to the Owner. 1 . Geocom osite drain stri s shall be Miradrain 6000 Amerdrain 500 or the a roved e uivalent. H. Rubber-tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 MPH. Sudden braking and sharp turning sha11 be avoided. P P > > PP q accordance with GRI_GG4. Test results shall be provided for each product to be used with proj ect specific or more severe soil type. I. At the end of each day's operation, the Contractor shall slope the last lift of reinforced backfill away from the wa11 units to direct runoff away from wall face. The Contractor sha11 2 . Drainage pipe - drainage pipe shall be perforated or slotted PVC pipe manufactured in accordance with ASTM D-3034 or FS (overall Design Factor of Safety) shall be 1 .5 minimum unless otherwise noted for the maximum allowable working stress calculation. corru ated HDPE i e manufactured in accordance with ASTM D- 1248 . not allow surface runoff from adjacent areas to enter the wall construction site. g P P C. The maximuxn design tensile load of the geogrid shall not exceed the laboratory tested ultimate strength of the geogrid/facing unit connection 3.07 Lightweight Fill Placement• (Not Applicable) 3 . Outfall pipe - Outfall pipe shall be PVC pipe manufactured in accordance with ASTM D-3034 or corrugated HDPE pipe as limited by the "Hinge Height" divided by a factor of safety of 1 . 5 . The connection strength testing and computation procedures shall be in 3.08 Cap Installation• • manufactured in accordance with ASTM D- 1248 . accordance with NCMA SRWLJ- 1 Test Method for Detertnining Connection Strength of SRW. A. Cap units shall be glued to underlying units with an all-weather adhesive recommended by the manufacturer to be approved by the Engineer. Contractor shall verify that contact H. Geotextile - 6 oz. per sq. yd. polypropylene non-woven geotextile, AASHTO M288_96, Class 2. D. Manufacturixig Quality Control - The geogrid manufacturer shall have a quality control program that includes quality control testing by an surfaces are dry and free of debris or other deleterious materials prior to applying adhesive. I. Cap Installation Adhesive - As recommended by Keystone Retaining Wall Systems, Inc. independent laboratory. The quality control testing shall include: 3.09 As-built Construction Tolerances: • Tensile Stxength Testing A. Vertical alignment : t 1 .5 inches over any 10-foot distance. 2.02 Modular Units: . Melt Flow Index (HDPE} B. Wall Batter: within 2 degrees of design batter (overall), with no overhang anywhere. A. Modular units shall conform to the following architectural requirements: . Molecular Weight (Polyester) C. Horizontal alignment: t 1 .5 inches over any 10-foot distance. • Finish and Appearance - Units shall be free of defects that indicate imperfect molding, concrete weakening, or lessened 2.08 Back Drain: Corners, bends, curves f 1 foot to theoretical location. durability. The units shall be free of chips and cracks when viewed irom a distance of 10 feet under diffused lighting. A. A back drain consisting of 16-inch wide geocomposite drainage strips placed at 5 feet on center shall be installed on the temporary 1 . SH: 1V D. Maximum horizontal gap between erected units shall be 0.5 inches. • Block type and color - manufacturer, block type, and color as specified on the DRAWINGS . cut slope required for the MSE wall construction. B . Modular concrete materials shall conform to the requirements of ASTM C1372 - Standard Specifications for Segmental Retaining 1 . Geocomposite drain strips shall be provided in 16-inch-wide rolls wrapped with a protective covering and stored in a manner that Part 4: PAYMENT Wall Units. protects the fabric from mud, dirt, dust, and debris. Protective wrapping shall not be removed until immediately before installation. 4.01 Method of Measurement: • Testing, Inspection, and Acceptance - Acceptance of modular units with respect to compressive strength and absorption will Extended exposure to ultraviolet light shall be avoided. A. The unit of ineasurement for MSE wall construction shall be per square foot of MSE wall face measured from the top of the wall to the top of the leveling pad , projected onto a be determined on the basis of ASTM C 1372 . Full units may be used in place of coupons. 2 . Minimum Allowable Transmissivity - Not less than 1 . 5 gal. per min. per ft. of width when tested in accordance with ASTM D4716-95 vertical plane as shown on the drawings. No separate measurement of components, testing, materials, or other work items shall be made. • Handling, Storage and Shipment - The units shall be fully supported until the concrete reaches a minimutn compressive at a confirming pressure of 10,0001bs. per sq. ft. B. Excavarion for MSE wall construction shall not be a separate pay item, but shall be measured and paid as part of the general excavation including haul pay item. strength of 1 ,000 psi. The units may be shipped after reaching a minimum compressive strength of 3 ,000 psi. Units shall 3 . Minimum Allowable Peel Strength of Geotextile from the Polyethylene Net - Not less than 250 gm. per in. of width when tested in C. The fmal pay quantities shall be the design quantity as shown in the DRAWINGS increased or decreased by and changes authorized by the Engineer. be handled, stored, and shipped in such a manner as to provide against chipping, discoloration, cracks, fractures, and accordance with ASTM F904-91 . 4.02 Basis of Payment: excessive bending stresses. • Marlcing - The date of manufacture and the production lot number shall be clearly scribed on a tag affixed to each pallet of B . Flexible draina e i e at back of eo rid shall consist of 4-inch nominal diameter erforated corru ated HDPE i e roduct N- 12 as A. The accepted quantities of MSE wall construction shail be paid for at the contract unit prices. The unit price shall be in full compensation for all labor, equipment, materials, material units shi ed. g p p g g ' p ' g p p ' p tests, field tests, and incidentals necessary to acceptably fabricate and construct the MSE wall, including relevant requirements included in these specifications and in accordance with PP manufactured by Advanced Drainage Systems, Inc. , or approved equivalent, in accordance with ASTM D 1248 . the requirements of the contract. Payment shall be made for the following bid items included in the bid schedule: C. Modular units shall be manufactured and tested in accordance with ASTM C1372, and shall conform to the following structural and C. Solid outfall pipes shall consist of 4-inch nominal diameter, Schedule 40 PVC pipe. geornetric requirements measured in accordance with appropriate references : Pay Item Measurement Unit • Physical Properties - The modular unit concrete shall have a minimum 28-day compressive strength of 3 ,000 psi. The MSE Wall Square foot concrete shall have a maximum moisture absorption of 8 percent. • Admixtures and Color - Admixtures, (e.g. , color, silica, air entraining reducers), shall be submitted for review and approval by the Owner and Owner's Representatives, and shall conform to the applicable ASTM Specifications, or shall be demonstrated to be suitable to the modular units. • Unit Dimensions - Dimension variances shall be as follows : t 1/8 inches from nominal unit dimensions not including rough split face, fl/ 16 inches unit height - top and bottom planes. • Unit Weight 75 pounds per unit minimum for standard-weight aggregates. . Inter unit Shear Strength 600 plf minimum at 2 psi normal pressure. • Geogrid/LJnit peak connection strength 600 plf minimum at 2 psi normal force. No . Revision Date 11� lCHAEL W. WEST Date : 4/20/09 D� �°•° � r MSE WA LL SPECIFICA TIONS OC A SSO C1,4 TES� � NC . 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ALL LANDSCAPE CONS7RUCTION TO MEET CURRENT TOWN OF VAIL STANDARDS AS A MINIMAL r► � o w � !M' . .+/;� p• , _ « �,,, ,.. -�' �,,, �. ..,, � � w ... r , w.. _ � • t � .. :i V �� "-r` � � ` • • ♦ �€ r :.-�'.�" y .-. ABIE STANDARD. r 'I ' � wr r I � . ..._,, .. . �� t s � � . . }I : ' , .: ^ / , r . . , �� . �� . ,,,,,. o w : „ �,, , , , . y .• - . , u,� � � 2.CROOTBALL3 TO BE FREE OF wEEDS . �, � a �., ., . .,t � �,. ..+ ; . ... ' � / r r. � �" ' � ; � /°�' , "�.,,�-:- �` � ' ` • • ;� , � �„ M� /� ' � � . � �. � vk `, .i . . + F � � . � " n � �I'�J" '� ! ..� r �� ! / �� Y ' � , { t t # � ~ ` { ' N . �� . , � t i _ � � __� ` i " — � ' • G THE SOIL TO ACCEPT E HORTICULTURAL _ PROPERTY LINE I LANT LIST SHALL BE CONSIDERED MINIMUM SIZES � � -- 4 TOPSOIL 5HALL BE TESTED FOR PARTICLE SIZE, pH, AND NUTRIENT LEVELS AND � � :� - , - � �. � �`' � � �``' �,. i ; .�e_' '� � RECOMMENDATIONS FOR AMENOMENTS TO BRW Ag� � / � � J i/ �, � O I�O ''�y�` z.. A �� . . . . ♦ ` Y ' '�! �"n r� .� � rrr � ; .. � . � � � . � Q , ' _ i ' ` -'. { �u. , . ; ; , , QUALITY. 301L ANALYSIS TO BE SUPPLIED TO LANDSCAPE ARCHITECT AND APPROVAL GIVEN � / � °' �' �`` . ; ' . ' ' � " �' , + ""� PRIOR TO PI,.ACING TOPSOIL . / � / � � / � � o � . ,�y � . � ��;��;,�;;,�°' *.t� , � t '.,.,�, �' � � .`� ` �- �";"�"' "�"" �� '� 5. PROVIDE POSITiVE GRADES AWAY FROM BUILDWGS AND TOWARO LAWN DRAINS AND CATCH o , � � , �''"""'^�. �"'' � x ,_ ` %'�; J ;;r-� " %C,� -� ';.+ ''.� BASINS. SLOPE AWAY FROM BUILDINGS AT A MINIMUM OF 2%. � ° ° °o o � o � ��'""w � ...;, ' . - - ' ..�'; ;a. ' pz�� `+ �' 6. EXISTING VEGETATION TO 8E SAVED SHALL BE PROTECTED BY TEMPORARY FENCING WHERE 0 o a o 0 0 '�```°° °' �, ' ' -�:',a..' ( NEEDED. NO E(�UIPMENT SHALL BE DRIVEN OR PARKED WITHIN THE ORIP LINE OF TREES BEING 0 o ° ,4 '� '� SAVED. � o / `"� "'" 7. FINISH GRADES IN PLANTING AREAS SHALL BE SET TO INCLUDE THE APPLICATION OF TOPSOIL / ( IN MEETINCa SPOT ELEVATIONS ON CONTOURS SHOWN ON SU6MITTEd PLANS . SLOPES SHALL BE SMOOTH AND WORKED SOIL SHALL NOT BE LEFT IN CLUMPED FORM. TOPSOIL DEPTHS SHALLBE 4` IN SEEDED AND SODOED AREAS, SHRUB AND GROUND COVER AREAS. 8. CONTRACTOR SHALI. VERIFY ALL EXISTING AND PROPOSED UTILITY LOCATIONS BEFORE ,r ,,,, „�. — — — r..r..—.. — ... — — — -- —� — ` -- ----� —' ~- — —' —' " DIGGING. TREES SHALL NGT 8E PLANTED WI7HIN 5'-0' OF THE CEN7ERLINE OF UTILITIES. - - P.BS2E.E�SLY L1N � I9. TO MINIMIZE EROSIdN , AL! DISTURBED SLOPES WITHIN THE LIMITS OF CONSTRUCTION SHALL � _ � _ � � � _ � � BE NETfED AFTER HEY HAVE BEEN SEEDEO OR OTHERWISE REATED TO ENSUR STABILI'IY.L TRACT K 10. RE5TORATION AREAS SHALL BE IRRIGATED WITH A TEMPORARY IRRIGATION SYSTEM DESIONED FOR OPTIMAL COVEftAGE AN� WATER CONSERVATION. ALL TREES AND SHRU85 SHALL BE DRIP IRRIGATED. PROJECT NUM: 0716 TREE PLANTING ° PLAN �� SHEET NUMBER 0 20 40 80 NORfi SCALE : 1 " = 40 ' - 0 " •• C+O O p p . 0 � � _ _ _ _ 0 0 0 0 0 0 0 ' / , , ' /''� . _ � — �. � �, _' PLANT SCHEDULE - TREES � � - , ` \ . � .�; ._ . SYMBOL GlUAN. BOTANICAL NAME COMMON NAME TREES /'!"� - ,` ` ` . .� TREES SIZE r � .- � _ W O s , _ - - _ � ` 12 PM PSEUDOTSUGA MENZIESU bOUGLAS FIR 8' �W�d�� • .� //, �/ 13 PM PSEUDOTSUGA MENZIESiI DOUGIAS FIR 12� 3457 RINGSBY CAURT � / ( f�' UNIT 110 � �f Demer. CO 8021 fi p. 303.433.1257 1. 303.133.1359 / � � 35 PP PICEA PUNGENS COLORADO SPRUCE 8' � �/ (� , � .- � 35 PP PICEA PUNGENS COLORADO SPRUCE 12' � `��, / _ �- "C� �' � _ � .. - �'�./' _ � _ i J , O� � _ ,,. � 47 PT POPULUS TREMULOIDES QUAKING ASPEN 2.5" CAL. .► �"' � 50 QT POPULUS TREMULOIDES QUAKING ASPEN 3 'CAL. / �� --- -.. � � - � i IO "` -- .... � � �. � �, Q � O � /,,/ / O _ ! � d Q / � 35 AG AMELANCHIER CANADENSIS SERVICEBERRY #5 �. �, i O � � J / �� / "� p _ � 0 44 RW ROSA WOODSII WILD ROSE #5 O �' I O � o � / � "_ ..., ` - 3 � � o � � 8 � 3a � � 2 3 � � � --. OQ � "- — `_ �' \ / p ,,,,, - p � " �, � � a � � � � po ` � � o BOULDER KEY - - . i ' � ,- o - - o Q o- � � � o a ..- -�- �" _ o ` _' ` -- _ . , , ,/� J � o "' � �� SYMBOL TYPE QTY, SIZE VOLUME EACHlTOTAL � o Q D r. . - ,,,, --' . J • � // , � . � , , , ,; �,, �,,, .�„ ' . .� � � ° � - o o ` W � .. '' B�4o ` 3 � ' . 3 � : � �� TELLURIDE GOLD OR 38 2'x3'x3' 18 CF/ 414 CF .-� .. o � � , , i o - ,.- -- — — — — — — '� ,. 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' , � , � /t �1 ; _•_ . , � SEEDUNGS - INCLUDING WESTERN � ....I SRGEBRUSH, BITTERBRUSH, � . . . � O � . - . �, -/�" '"•• . . � � ' ' . . � � . . . . . . . . �, . � � r,�,.../�"'"n'� . . - ....w�`' . , ` ' . . . . . . . . . . . . . LJ .� , � .,.. . . ' � O RA981TBRUSH - OF LINER SIZE AT 4'-0' �� _ � ,. ._.. — — .-- ..._ _ � _ � _, �•� � � ^ .- . � ._ , , � O.C. TEMPORARY IRRIGATION REQUIRED � � / � ,,,., O � ,,. . , ._. .- : .. �� ' - . ... -- '" / / � �, �- . � _ �� y ..,., ..... � ' ' , . �OR THESE AREAS. . � � ,,,,, _. ....,,.� J � , . �. _ _ _ _ .} � .- -. . : ,, w. _ , . , , , _ , _ _ _ . . . . . �;: .,� . , . - , , _ :� , _ , . . �/ _, i ,`.""`�'�"'"�, , _ . ,,.b , � . , _. . IJ.�. � , / • ;v�'�u'Q""" � • • � � 1- � "'� I / , r � , � ,:�+ , -- �' ' ' � � //� � � , � � , / ViJ ' �` Y�� .,t•:.�,» w ' � � LECEND / 3 ,.,, ,� o �' � , � � _ .- .. � ° o �, � � � i o � � -," ';, '" � . . . . � � `! � � � .., . . I 5 :. � � . . . O � . 1 � J . . O . . . . . / � . . 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' , � ' r ( rI > . � � EXISTING TREES TO BE REMOVED i • � X � �' � '�{ . .. . ` , , . � ., , .r y. �► -*'�► . ,.` . . f . - . ' . Z , �... r•, � . . . ' ` � � . . . � . z. I � � . . . � r . . � . O '��+' . . / � .. , . . ��, �, � . �� , � / / .�� . . . A ° r i . " � � � � � ' , . � '� �. .��. r '� �' , . / � . . . : , , . . . . • � ' I� . . . � . • v • � • / , '. � � , . . , + '. 4 . . . . . . � . . ' O / '0.0 ' . 9 . � � � I . � . . . . . . . . � W: � � . .:, . . . . •/ J~ . • � � .� _ ` a . � ' •. • . yµ" � . . . . � � ' � . . '— "i� // . . . . � � S • ' � � �� . l. , � .. , . —� �� . .. t . . . . � � . � . . J— �" . . ./ �� ..:. � . . . � 1 M . . . . '^ f' �i �• .. . ' � / �..� . �rl�� ; . � � ♦ . . ..�� . � � . . . • � ', , � , ISSUE . f / , , • � : , (j� y ; ' � , _,, ,. , DATE: 21 DECEMBER , 2007 . � �� . � � ' J ` . ' - . . � . . � � , . � � ,, DRAWN: CMS REVIEWED: OQB � _ � _ _ � , . � �`h, � -, LANDSCAPE NOTES ' ' �`' ' ' I REl/. # DATE DESCRIPTION � � ' � rc ` ' " ' 1 . ALL LANDSCAPE CONSTRUCTION TO MEET CURRENT TOWN OF VAIL STANDARDS AS A MINIMAL � ' . . . � � . � � • . . . !' � . � . . . � . . . . . . ' � ; / � � � ..�� . � _ . _ � r,,, .�- > ' d .e ,• ; . � ACCEPTABLE STANDARD. � -� �"� • � • 2. ROOTBALLS TO BE FREE OF WEEDS. / � ' I 3. SIZES ON PLANT LIST SHALL BE CONSIDERED MINIMUM SIZES . � � � . � , � f � , . .�: �� . � / 4 . TOPSOIL SHALL BE 7EST�D FOR PARTICLE SIZE, pH, AND NUTRIENT LEVELS AND 1 � _. ... ... .r � ' � � � r,,, r �' '"� � ~ � � r � „ `► „„ � . ; _ ; `?�A RECOMMENDATIONS FOR AMENDMENTS TO BRING THE SOIL TO ACCEPTABLE HORTICULTURAL I �.. -� �., � QUALITY. SOIL ANALYSIS TO BE 5UPPUEO TO LANDSCAPE ARCHITEC7 AND APPROVAL GIVEN � � � � r..� I � .,� ` ' ' � , � � � � .,,, ,.. .. -+ ... _. ..j _ ._ -. _. _.. , . H + � . �,,:.- ° � ..- PRIOR TO PLACING TOPSOIL � � �` -'" 5. PROVIDE POSITIVE GRADES AWAY FROM BUILDINGS AN� TOWARD LAWN DRAINS AND CATC 1 — �„ ,.. .► "" "' '"� ' � � � � �, ... �► "' " '� � — "' �' '�' " - " "' "' +G 4 � � + � �- ' � � � BASINS. SLOPE AWAY FROM BUILOINGS AT A MINIMUM OF 296. „�„ r �" I � +... �. � 1" / � � � , ' � / . � 8. EXISTING VEGETATION 70 B£ SAVED SHALLBE PROTECTED BY TEMPORARY FENCING WHERE ,,,,. -- "' ' � 0 '� '� I . ' -� / � • �` . NO E UIPMENT SHALL BE DRIVEN OR PARKED I H � �,,, �,,,, J � r � � ... �..�rr �. �. �.. �,,, ,.. ... ... �."' ""' �t. ,,.. . � '�, , (� W 7 IN E DRIP LINE O REES BEING _, , �• ... ..,, N � . . . - / ; ` . � � , � 4 • , � ' , .� � � SAV D� ♦ � z: ' �� ' : .. _ ♦ ; r. "r' �. T "� ; r t / r , '� . _` , . ' ,,.. / �, � i- , , , . , . . . F "� � ,� + "' � i � O .�. • • / - _ - < ° � ' ` � ' � ♦ � , = :�- x >` .,,. ... � 5 i T. fINISH GRADES IN PLANTING AREAS SHALL BE SET TO INCLUDE THE APPLICATION OF TOPSOIL . , ., � � "" / , , rLrl+ , " • � � - u � ✓ � � • • � - � `` � • � �Q F "' "' �" " - • � � � .� IN MEETING SPOT ELEVATIONS ON CONTOURS SHOWN ON SUBMITTED PLANS. SLOPES SHALL BE ,�„ .� -+ �" � � / ° :;� A ' . ' . ( : ' : " � ` ., ` ` �' �i'" ' ,. , � SMOOTH AND WORKED SOIL SHALL NOT BE LEFT IN CLUMPED FORM. TOPSOIL DEPTHS SHALL BE '� y l . �� "'� � � ` + �„ .► -� '' � / � �4� v ` / . i I ` 4" IN SEEDED AND 50DDED AREAS, SHRUB AND GROUND COVER AREAS. �,, i � / ^++ X � r` . ,� *• �,. .� I 8. CONTRACTOR SHALL VERIFY ALL EX�STING AND PROPOSED UTILITY LOCA710NS BEFORE / � � " < ' / � • � ; ; � '� ,,,` f ^ "'� r, ` � � ,.� ''"I � DIGGING. 7REES SHALL NOT BE PLANTEO WITHIN 5'-0' OF THE CENTERIINE OF UTIUTIES. / � ♦ `., ,,,,� ,,,, � j 9. TO MINIMI2E EROSION , ALL DIS7URBED SLOPES WITNIN THE LIMITS OF CONSTRUCTION SHALL � � — ` ` --- � , / / p / r p k�^ , - • x � , \ ` � � � _ ^ — _ - � � � — _ _ ! I ' � I BE NETTED AFTER T EYVHAVE BEEN SEEOEO OR OTHERWISE REATED TO ENSURE SrAali.l"r�`Y.` TRACT K - � / 0 , � 1 .� „� �" ; 10. RESTORATION AREAS SHALL BE IRRIGATED WITH A TEMPORARY IRRIGATION SYSTEM � �' / � 0 p , � �� O ,, , ,.,,_ � , � - 4 � � � '� .� ` �,, .+ ''°/ DESIGNED FOR OP7IMAL COVERAGE AND WATER CONSERVATION. ALL TREES AND SHRUBS � / 4 - � � . . � - . , ,. .. .. .., ... •�► '"' , ,, i ; SHALL BE DRIP IRRIGATED . . . ' �' �. "+ �,., : . . .� �. .r �. .� . .w. � .+ . .� . � ' . � . /� . . W�',W� �� , . .. . . . •- .� . � � r � / I . . . . ,� . . . . . . �. �S� . . ' '��, . . . � / � . . ' � / � (��;JO . . . . . / .. . . . .. . . � . . . . . � � � y � � � . . � . � . . . `4G.� y y � . �� , , � , �� a � �'�'+xt#.Yyyy� �\ . . . . . � - � �� . . . 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Y , � � ,,,_ .... .� . . .. .._ � . . _. 13 PM PSEUDOTSUGA MENZIESI{ DOUGLAS FIR 12� 3457RING38YCOURT ��j� �,,. - ,� { r.�✓ , _ .. . �,.. �' -- a' ... UNIT 110 ' '"" . ; ,,; - H . ... . _ , .. ... , , _ . ._._ - : `� � r - - $ � � � oerner. coso2ts � ,. ; " . . _ . /' ,�► ♦ { ' � `"'� '/ y.• .: _ ..-- . ; . � / p. 303.433A257 (. 303.433.4359 � � � � � � �� . . - . � • 35 PP PICEA PUNGENS OLORADO SPRUCE 12 _.. . . ,.� � . - � -� " y i , �, . . . _. _ . ;,_� , . . . . 4bJ� ' . . �. . � ._ .. . ' � ` . ..-rv:��'f�^3'�'. — �� r / 35 PP PICEA PUNGENS COLORADO SPRUCE g� . . � . � . � . . . . . . .' .' �, .. , .� ' .i► "'Q . . ��„ � , µ . . ♦ .. . , �� . . . . � „;.� ._— �—' ' �. ., , . - � . . .. . / — 8 . . � . . � . C . . . . . � � . � . . � . . . � . . � . ' � . � � . �' � � ,� ��, . .. � � ` . . . NM . ,: ' , . . . . � . . . . . . . . . � � . � �/ � . . .. . � � . . . � ' � ', . , . . - . � , . . � . . . � . . , �e✓ett; . . � . . 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"' l' +,_, .,,.. —' — ; .,:;. ;.;.;.; RE5TORATION AREAS SEEDED WITH WILDFLOWER SEED MIX _ � � 3 � . . . , . . . �, .•- O � ' , • AND PLANTED WITH ORYLAND SHRUB - ` � • . • r '�' "" r' : '"' '' � , . ' SEEDLINGS - INCLUDING WESTERN (�, •� �, _ „� y m ' 4 � ,r" , �' - ' � �' ;h; _ _ _ _ . : �`�'� Fj0 ' SAGEBRUSH � 81TTERBRUSH , 4 � . 1 � 3 ? ' . . . .yc � . � ., ' . ' , � O RABBITBRUSH - OF LINER SIZE AT 4'-0" . . ,, � �� i , � - i°"�� . : � i � .�- — — • ' O.C. TEMPORARY IRRIGATION REQUIRED � � . , . • -� j � �y,,p��- '� ' " � � ' FOR 7HE3E AREAS � , � � .. �/ / � r �' ., . ' f ,� . � � I �'� �,.- ..^' . . . • � . /' ' . /1 " ' ' " ' . . " � __ .,�. _._ _.., ""^' ""� � . . 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' � . � � � ` _ � .-- ,,j ' " , „�r. � , ', . . p �- � `' fi . � � .,�- . . . f � � ....� , / ` � �/ _ _ � J � � .. . � � '.� _. . .;' , `r "r/ � . . � . � . . � . . . . � . . � . . . l � � � "i . . • � . � . . . � . . � . � , .. ' . . . . . ��1" y� � i� . . � . . . ./ .. .' .+�� /� . .. . b� � i � EXISTING TREES TO BE REMOVED � ' _,. � ...- . . ` ` . � � : ' • _. , , � : , . ,? . � ..-. �, � ' ` . ,.... _ .. " . _ `" � ,��'?y .�-� � . w:y � f .J. 1 � y ` � V `.— ...- . _ O � � ISSUE 0 DATE: 21 DECEMBER , 2007 � DRAWN: CMS REVIEWED: DQB J � � LANDSCAPE N � TES � REV: # DATE DESCRIPTION 1 . ALL tANDSCAPE CONSTRUCTION Ta MEET CURRENT TOWN OF VAIL STANDARDS AS A MINIMAL ACCEPTA6LE STANDARD. 2. ROOTBALLS 70 BE FREE OF WEEDS . I � � 3. SIZES ON PLANT UST SHALL 8E CONSIOERED MINIMUM SIZES . � � 4 . TOPSOIL 5HALL BE TESTED FOR PARTICLE S�ZE, pH , AND NUTRIENT LEVELS AND � RECOMMENDATIONS FOR AMENDMENTS TO BRING THE SOIL TO ACCEPTABIE HORTICULTURAL ' r� ,.s QUALITY. 3011 ANALYSIS TC7 BE SUPPUED TO LANDSCAPE ARCHITECT AND APPROVAL GIVEN Q PRIOR 70 PLACING TOPSOII . � � � 5. PROVIDE P081tIVE GRAOES AWAY FROM BUILDINGS AND TOWARD LAWN DRAINS AND CATCH ' BASINS. SLOPE AWAY FROM BUILDINGS AT A MINIMUM OF 296. � 8. EXISTiNG VEGE'i'ATiON TO BE SAVED SHALL BE PROTEC7ED BY TEMPORARY FENCING WHERE �/� �/'� � � NEEDED. NO EGIUIPMENT SHALL BE DRIVEN OR PARKED WITHIN THE DRIP LINE OF 7REES BEING " ' ""' SAVED. � = 7 . fINISH GRADES IN PLANTING AREAS SHALL BE SET TO WCLUDE THE APPUCATiON OF TOPSOIL � � IN MEE7iNC3 SPOT ELEVATIONS ON CONTOURS SHOWN ON SUBMITTED PLANS. SLOPES SHALL BE m m SMOOTH AND WORKEO SOIL SHALL NOT BE LEfT IN CLUMPED FORM. TOPSOIL DEPTHS SHALL BE 4' IN SEEDED AND SODDED AREAS, SHRUB AfVD GROUNd COVER AREAS. � I � � � 9. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED UTILITY LOCATIONS BEFORE ��rrrrr�� 014C31NO. TREES SWALL NOT BE PLANTED WITNIN 5'-0" OF THE CENTERLINE OF UTILITIES. � � 9. TO MINIMIZE EROSION , ALL DISTURBED SLOPES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE LANDSCAPED OR REVEGETATED TO ENSURE STABILITY. SLOPES OF 2: 1 OR GREATER SHALL ^� � 8E NE'TT�D AFTER 7HEY HAVE BEEN SEEDED OR OTHERWISE TREATED TO ENSURE STABIUTY. TRACT K "i� I � � 10. RESTORA710N AREAS SHALL BE IRRIGATED WITH A TEMPORARY IRRIGATION SYS7EM � � DESIawED FdR OPt1MAl COVERAdE AND WATER CONSERVATION . ALL 7REE5 AND SHRUBS —, � � � 8HALL BE DRIP IRRIt3ATED. r ■ ' ' � ` ' PROJECT NUM : 0716 � � 1� / � � � � TREE PLANTIN � � � ° I � � PLAN � � SHEET NUMBER � � � ` ! � � � � 0 10 20 40 NORTH SCALE : 1 " = 20 � _ � �� .. _ o 0 0 0 0 0 0 W , � W _ .....�_ ___ . .._ __ _ _ .__ _.� _ __..._. __._.__ _. _ __. __ __..�.�..__. _ _ _...�__. . _. . . �.�� ___ ____._- -- . __ __ _..__ _ ..__�..�. ___._ __ _. � ._:__.._ _ v .._ ,._...�:�.�.�,., :... _ . �_ . _ . _ ._�...--------�--W-._..,...... � Q Q � � � � - - works �fisi�r, isc. 3457 RINGSBY COURT � UN17 110 Derner. CO 80216 p_ 303.433.�1257 f. 303.433.435� � NOTES: 1 . ANYBROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED . REMOVING THE CONTAINERS WlLL NOT BE AN EXCUSE F�R DAMAGED ROOTBALLS NOTES: 1 , ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED. REMOVING THE CONTAINERS Wlll NOT BE AN EXCUSE FOR DAMAGED ROOTBALL5 A WRAP ENTIRE SURFACE OF TRUNK TO SECOND ` USE ONLY ON TREES 8' OR TALLER BRANCH WITH SPECIFIED TREE WRAP MATERIAL , x ,; _. � AND SECURE. `r� �0 NOT CUT OR DAMAGE LEADER � ' r , h SPECIFIED TREE STRAP AT ENO .OF GUY WIRE NQTES: �'�` �� ,� :', ,, RUBBER HOSE ( 112" DIA. ) OR 12" NYLON AROUND TREE 7RUNK. TREE STRAP ON GUY WIRE TO PROTECT TREE L ANY BROKEN OR CRUMBLING ROOTBALLS WlLL 8E REJECTED . , � �� . . � : � 112" DIAM . X 24 " LONG PVC PIPE SECTION ON REMOVING THE CaNTAINERS WILL NOT BE AN EXCUSE FQR DAMAGED ROOTBAILS �� . , # � 2 GA�vaNiZED wiRE rwiSTEO DouB�E EACH wiRE . 2. HOI.D GRADE 1 " BELOW EOGE OF WALK C?R CURB . ' , 3. ALL JUNIPER PLAN7S SHOULD BE PLANTED SO T�P 4F ROOT MASS � � � STRAND. MIN. 3 GUY WIRES PER TREE . � OCCURS A'f FINISH GRADE OF MULCH LAYER ,� � � , .� ' ' 12 GUAGE GALVANIZED WIRE, DOUBLE � � 112' DlA . X 36" LONG 1NHITE PVC PIPE ;;��,,,,'�`''--- STRAND TWIStED . MINIMUM 3 GUYS PER TREE . 4. PLANT ALL SHRUBS ANQ A�ID MULCH RING PRIOR TO PLACING ROCK �� _ y ON EACN GUY WIRE " �� WATER RING - fNSTALL AT END OF PLANTING, � � , ° SET ROOTBAIL 3" HIGNER 1'HAN GRADE AT ! REMOVE PRIOR TO SODDING OR IRRIGATED , � .,� t \, WHICH tREE GREW. ' � � ' SEEDING. PRUNE ALL DAMAGED OR DEAO W�00 fMMEDiATELY � . � '� � � � # 6 ' PINE POST 2" O. D. (4' EXPOSED ) PRIOR TO PLANTING f � " �* , • ' APPLY 3' OF BARK MULCH TO THE OUTSIDE EDGE ' � � ' �� .� OF SAUCER UPON PLANTING ! � � PLANT ROOTBALL 3" HIGHER THAN WHICH IT GREW � �; ' � '��- � � f ° ` ° ' ' : � (IN IRRIGATED AREAS) IN NON-IRRIGATED AREAS r • D1G PLANT PIT TWICE AS WIDE AS THE • � APPLY 18-24' RING OF BARK MULCH 3" DEEP UPON ; ; � j PLANT TREE AT Gi2ADE WHICH I? GREW. � R�� COMPLETION OF SEEQING OR SODDING � � ' ' ° � ' � � �""–' FINISHED GRADE ; i APPLY 3" OF BARK MULCH TO THE OUTSIDE EDGE . — APPLY SPECIFIEp MULCH 3' DEEP � ` r ,- ; � • �— .-�-^-� ' . . �. OF SAUCER UPON PLANTIN � • OVER SPEClFIED WEEO MAT. , � ROUGHEN SI�ES OF PLANTING PIT j i. " ,` ; - " -� � w� < <��'�=� " APPLY RING OF BARK MULCH 3' DEEP UPON �^�*�*" � . :> �"' ''��. � , :,- r , , — FINISHED GRADE : ; , : � 30" METAL 'T' STAKE . DRIVE VERTICALLY � � .'- � i � EEDING OR SODDING � - .� :� ; , � . �, ,� , - , ,� � , . � � � � � � ; � � COMPLET ION OF S �r"'� ° INTO UNDISTURBED SOIL , FLUSH W/GRADE � i , , ,;• r w `,�` ' , � � � � � � � FINISHED GRADE , , f � ?, ' � i , , _. ,. ' . . �- '. � REMOVE BURLAP FROM TOP 1l3 OF ROOTBALL ' ' � � � � I i CUT AND REMOVE BURLAP FROM ?OP AND 51DES ; f ; � a OF ROOTBALL . REMOVE ALL WIRES AND NYLON , ; � � . . �� ! TIES FROM ROOTBALL. � +� � LOOSEN SIQES OF PLANT PIT ANQ ROOTBALL REMOVE WIRE COMPLETELY FROM ROOTBALL ! { Q REMOVE CONtAINER 2 x RQOTBALL DIA . UNOISTURBED 5UBGRADE 2 x ROOTBALL DIA. STAKE TO EXTEND MIN . 24' INTO UNDISTURBED �O SOIL � � SPECIFIED BACKFILL MIXTURE AND FERTIUZER SPECIFiED BAGKFILL MIXTURE ��'��T�� AND FERTILIZER APPLlCATION USE SPECIFIED BACKFILL MIXTURE AND FERTILIZER J APPLICATION. � O COMPACTED BACKFILL MIX � � � ...J " SHRUB PLANTING CONIFER � US PLANTING DECIDUOUS PLANTING �'"' � SCALE: 1 / 2 " = 1 ' - 0 " � SGALE : 1 / 2 " = 1 ' - 0 " � SCALE : 1 / 2 " = 1 ' - 0 " � >' 0 ISSUE NOTES: DA7E: 21 DECEMBER , 2007 t . PLACE BOULDERS AS DIRECTED BY LANDSCAPE ARCNITECT DRAWN : CMS REVIEWED: D 8 REF. PLANS FOR IOCAT{ONS. 2. LANDSCAPE BOULDER5 TELLURIDE GOLD REV: �$ DATE DESCRIP710N OR APPROVED EGIUAL. . CONDITION VARIES. SEE PLAN � 4 '-0"x3'-0" OR GREATER � .. . � � ' . . . � . . . �'� FINISH GRADE � , , ' . ,r ,, - , ' • , ', � � , i. � ` ' � � � � ' '- '' , ', � :� '° � BURY 1I3 TO 1I21NIDTH ,•;: � !�.,, _ , .. .�_ , � � . ' �`- 0� BOULDER j ' . 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F� T� � IoN co� L �� ' �' � 05 5 1 � � W � � .� -� � o ° � � � ntil � � fruit�� ot n � ill � � l . �� o M�T�o� �� c�u� ��s. � �' ° o r � � se �o �� i I � � w � � 1 .� . . , . . � � � m Q �� I � � b� �b � an � � �b � � i � � � 5 � I . � . 5 � �� o��u� �� L � : f �i - � c� � o o � � a �r � �o� e o� �� M�n . i I I � w �� 1 .� �q �� I ix � x uia � � y � �� i 1 I � � � e� � . .�� . ��.�. s�� G ��..�. u� ��T �N �a � �Q � � F�t I � �� lix r� �ntic � l � � c � M�n . l� illow � al . 5T �� ,�� ocTO�� . �r� p � � ed G �� e � �� rr� , �a � iY� � � { .� � g S � EET � 2 runus v � r i� iann� G�� rr � , N� tiv� � I . � L -- � TERRASAN PLANNiNG & RAND3CAPE 11�RCHlTECTURE 1 B�BQ GTrft..P1N STRE C►ENVER, Ct7 80'238 T�9►t (303)337 -17� T Faac (3US)337 -1815 __._._— � �� 9 �� °� �' � a� I . �torizontal and vertiGal ba5e information proYided by � Ipine �nc� ine� erinc� . °` � GantraGtor� shali verif existin � o � d � tian � r � or to f � nal � nsta � latlon . � � � � — NOTE : 11�IST,hLL TOP O� RUOT$�L1� 2 . The extent of ex � stinc� underqravnd uti I ities is not �Cnown . Gontractor Tf�� BR�G� 5T�?A.�', � a ��x� - v2 2 �� f!$4V� 5UIZROU�tDlNG F.� . � ha l 1 f i e l d -�Yer i f exis �in rd"des , ut � i it i e � and cond i t i on � , Gl� d nOt l f NYLOt�lGOTTaN WEAYE �t/ 3/� � s�,�Hps o� � �+ G,�. ��.Y. 5-r��L y ' � ' � � t^ �G �' I C? �' t a i n 5 t a 11 a t i o n . 8��55 I�R�MMET � E,A►GH E�D NtI R� . ,�TT�GM TO NYL4N 5TRr4P the L. ands � a�p e �rc � � tec of any d � 5 � repanc � e � before start � ,� c� wQ , p � STA�C� P�R 5P�G5 ma � in mod if ication � a � directed b L. c� r� ds � a e �rch itect . Gontra � tor 6U'�' ��`�� 5�� GUYING �ND/OR STP�iGIHG PER 5PEG5. ' { � r ir to � om lete the vvoric of thi p ro ' �. � t ac � ordin to the YV 1 � be �'rG�V Cid . . . . . � . . � . cSUYI �tG �ND ST�tG1NG �E� 5�'EG5 pr osed drawin s de �c� � Is and s ecif � cat � or� � . 1 � conf 1 � c. ts arf � e � r� the fie dp conta � t � a �dsca e ,�r � l� ite p for resolutian . Gontra � tor shall `� , p � ta �e r� espan � ibil � ty for any co � t5 incurr� ed due to dama �e of said utilities . Q . -�� s-ra�� . r�►DJUST TREE STA�C� 50 �... � T4p 15 L�L Y�lII 4R JlJST B�L4W � � . The � e dr� aw ings d o not 5 e � ify 5af e � y rr�� a � eric+ 1 s or� ec�u ipme � t , methods � 3° L�Y�iZ MULG�#, S�� 5PEG5. � iRST �Rf��1G1�5 . � � or se uC: nG � n to ratec � ersons and ra ert . I t s � a I I be the w . � �, �,a,-,�� , �� -�� 'z°'Q �� cs � �' ' g p p iiit to dire � and in� lement � afet Q eration � � _ 3�-4� 30°�4� —1 � ontrc� Gtor � so le respons b y � y p � - 3 �� L�YER MULGI�, 5�� Si��GS. � � a � d pro � edur � � to pr^ ote: Gt t� e C� wner , Land � � a � e �r � hite � t , subcontra � tors , � � �, � Q (� ��`1P. publ i � and other5 . � � � � � 1 � ----- PL�HT MIX P�R SP�GS . " � � 3 Y�lATEt� #�ING � . . ' c� nd I � n � � or� tra � tor � s ta —� � � � � � 4 . 1f conf ! � � ts ar � � e betv�een s � ze of c� rea � p , 1 � � a conta� t Land � � a e A�rchite � t f or reso lutior� . � ai fur� e to ma �Ce such canf l i � ts - -� � � ! � � � — PLANT M! X �'ER 5P�G5. � � p sca e �r � l� iteGt v� i 11 resu � t in Gontra � tor ' s I iabi � it I I � I � � 1 � � �� 1 GOM�'�GT�F� $peGKF1LL � � � � � I � � � � � � - � C� �1 �no ,� n to the La d p � � � � � � � � to relo � ate the material � . � � � � # ) � � � � � � � � �— . = I � I 11 � 11I � I � I1= i { =i11 111 Q.. . „ � � � J' . � 0 no t Y�l ! � � f U � � ro � e ed YV I t �'1 G O r15 trlJ G t I O k� C•I5 C� P v ! !� P C� �vhe n I t 15 O bY I O V � X f�00T�3ALL lNl DT �D'i'� : INSTA�LL GRQNiN 1 ASOYE � I � � � � � I � - � � � � � GOMP�4GTET� SA.GKF f LL OR that un �nov� n obp tructions and/or rade differenGPS exist that ma 1'1Q � 5G�4RI �Y 5ID�5 5URR4U1�tDING FINiSH GRA►DE � � � � � � � � ' � � � � � �� UN1715TU�E'3ED 501L � � � ' m d iate 1 I I � I I I � I I � I � s � n . �uch cond � t � ons � hali be � me have been �Cnown durtng de g y Z Q � brouc� ht to tl� e attent � on of the Landsca � � �r � h � te � t . The GontraGtor shal f �x �oo-r��L �an-r Q � assume f u I I respons � bi I � t +� f or a I I ne � e5sar � revis � on � due to � a � lure to � � ve � . . . �� T�� I �� fi � I � . sucl� not � fi � at � on . ,� � � � � � U � � � T�� . ��T � �C� � � T�c � � � 'Q � (I� � � . . . . � � � � �fi5 � Z �.�.J � - � . Gontractor shall be re5 ons � ble for� an coordinat � on w � th subcontra � tor � � � � � � p .� . �T� � � ;� or other C� eneral Go�ntractors a5 rec�u � red to a � � ompl � sh � onstru � tion operations . � � � . . . . . . . . . � Z (� � . fi�efer to � rr � gatfon draw � ngs for rec�uired � rr � gation � leeV � ng . � . oz 8 . The locatior� of features to be constructed not � ecificall dimen5ioned „ � b rn°� ined b s � afe . If � or� f I i � t � a � ise inpf ie � d � onta � t the 3 !-�YER OF lviULG�+ -�� 5P�G5 � may e d et e y , �4RM INAT�i�.. IN� 8,�51N 3 4 . � L. andscape ,�rc � itect for re � olution . �.. ��our� p� -r. �MOV� �T �xn 4� M,�lINTENr4NG� P�fzIOD � � � � . fi�efer t0 �t�"` G �'iltEiG � U �' Gi � C.'� �' C.� 1NIhG� S fOf� L. c� � out c� nd L� imen � ions . B,hGlCFiL� P ! T 1^t1TH QLANTlNG � 50lL M4X . 5EE SF'�G5 I � . L� irnens ions and conf igurations of � on � truction of existing � ondit � on � are � . LQ � at ior� of a l l tree5 sha 11 be � ta �ed by the Gontra � tar � nd approved b� th � L. and � � pe �r � hite � t based on the best ava � lable � r� format � on . The Gontra � tor s � all ve � if a1l ex � sti � g # NSTA�L m cond � t � or� s r � or to order � n �Fabr � cat � r� , other � � se � ncurr � n � o � ts , a �d /or cROr� 2 ° • • • . � , g � . � � �,�� , 2 . � xc� ct pla � err� ent and shape of � lant � ng beds shal ! b� r� ev � ewed b� �� e L. c+ ndsca � e �4r� G � � tec� t � , � omplet � on of shop dravv � n � rev � e �v . F � K. �R. �� prior to � n � taflat � on of � rric� ation spray he � d � . 5h ,� ubs � n t� e � r pot� 5hall be piaced for� rev � e �v II . � inished rades shall provide for natural run � ff of rv � ter v� ithoot Io � spots . � . � Iant narnes � re abbr� eviated on the drarvings . 5ee plan � list far �:� y and c� las � ifi � a � ion . � or o � �e� s . Set f low 1 � nes a � cur� ate I and prov � de a �°r� � nirr� ur°n 2 /o and maxirr� um � � � . � � �0 /�o rad € ent unless otherwi � e notedy �'osltive dr� aina e s1� al � o � � ur a ,� a from � • • • ' i i ns overnin this wor �c . . , � , . ' . � � � . � + I 4 . �'.ef er to i�ro� ec. t M� nua I f or te � hn tc. a I sect � o � 5 , detai Is , and cond t o g g ndsca e �rc� � teGt of an bu � ld � ngs and � mprovement5 . l�ot � f � the �.a p y 1 i � lj t" � i �1 VVO �' �. . 1 � I � 1 1 . . . . . . . . . . . . discr� epc� nc � e � before sta g . � . �er � fy io � c� t � ons of al ! pertir� � nt exist � ng site : mprovements and ut � l � t � e � alread � nstalled pr � or n o followed due �o � � te cand � tions �' , . „ — � � � to commen � � n lant � r� wor� �C . lf an art of th � � ian ca n t be , z 12 . �o Id f � n � shed rade � (to o � n� u lch) f or � hrubs and rovndcover areas f ' � � � � � -- � � � � � Gontact the �.an�dsca e Architect fo pinstrv � tions rior to Gomrr� encin wor � . � ° � ' p ess otherwise noted � � � � � � p � g � be low top of ad� a� ent paYements , curbs , headers un � � ot� the dra �vin s � lI � � � � . �' lant uantities s mboii � ai � shown on ian ta �Ce re � eden � e over written instruc. tions . � �. � GOMf',�G'1'ED $AGK� ILL � � � � � . � M .i . . � � , �. � . y . . � p . . � d- o UNDISTU��i'� 54i � � � � � � � � I � � � � � � � . �tE 1C� 1� C.� t'1G� ec�ua E ly space fl't a I I d � rect � ons shrubs c� nd perenn � a Is per t � � SP note � and draw � nc� s . � N $ o I � . G r a d u a ! I y r o u n d o f f t o p � a n d t o e s o f s { o p e s t o p r o d u � e a s m a o t h a n d n a t � r c� i a e a r i n t r a n s i t i o n b e t w e e n r e 1 a t i � e 1 I e Y e 1 a r e c� s a n d s l o e s . I � � � � � f � � � � � � � � a `� � '� pp g � p ° � � " � � . Tr� ees � a � in shrub bed5 shali ha �re a mulcl� ed watering ring . 5ee p1antinc� details . . o p o ! 4 . izavgh c� rad � Shall be reviewecl and a � � epted by the Givi1 � nc� ineer 3x s�oa-r�,�..L r�� p-r+� . , . . . . . • o rEOr to so � l re arat � c� n o erat � on � . . � . 1t i � the Gontra � tor � res p� � on5 � b � lEty to furn � 5h plant mater � al free of pests or plant d � s � ases . z � p � � �'re - selected or ta ed mater � al must be ins ected b the � ontractor � nd � ert � f � ed e � t . . . . . - g ' ' p - y I lant materials er phe �t� � n d � sea � e free . l � � s the Gontractor s obli at � on to warrant a I �, I � . fi�ef er to the �'ro ect Manuc� l f or� te � hn � � a l s e � � f i � at � on � , deta � ! � , and � ��' �U � �� d . . , g � p p Q ndi � ior� s oVernin this r� ork , p � � pec � f iGat � on � . � � o g g � � � T� o � � 6 , � I I an � l es are � 4 d� � rees un I ess noted otherw ise . N � ; o 0 0 ... � ° o Z � � Z U c� t�i! � 2 p Q C� E� U —� E1 SH EET L - 2 , � TERRASAN PLANNINQ & LANDSCAPE ARCH fTECTU RE � 1 �60 GtLP1N STREET � DENVER, CO 80218 T�1 (3Q3)331 -1717 Fax {30�)331 -1815 _ T T � � � �N- Bc�T��IIG�L N�+MM� GOMM4N NAM� 51Z� UNIT NOTES �� 7R��5 � ° 03 i'�us Gonto�ta Latifolta Pine, Lodgepole b` ht B� 8 I . �orizantal and vertical ba �e informatian proVided by � Ipine �n� ineerin� . ! . �.ocation of all � rees shall be sta #ced by the Gontractor and approved by the L. andscpe �rchite � � Gontrac �or � ha11 verify existing condition � prior to fina � inst� l � ation . � . � Iant nc�m � s are abbrev � ated on the drawin s . 5ee lant list for �Ce and clas� ification . 44 �� 4��a �c►�, �.oagepae a� nt �� e � p y 2 . The extent of existin underc�round util ities is nat �Cnown . �ontractor � . �erif Iocations vf al I ertinent exi5tin site im roverr�ents and utiiities alread � nstai 1ed riar 02 �� torta l.atifoiia PEne, �.oagepoie �o� �t s� s shall field -verify ex � st�� n grc�"des , ut � lities and conditions , and noti �Fy y p � p y p the �andsca e �rchitec� of an diacre ancies before startin work, prior to in5tal lation . to commenc � n lantin work . If an art of this lan cannot be fo ! lowed dve �Q s � te Gonditions , 01 �� f.onto�ta �.at��oi �a �e, �..oagepo�� a2� �t aas r� rnakin modi ications as directed b Landsca e �rc, hitect . Go� trc� ctor g � g y p• • � • o� P�eU�ot�, �,x��5;� �,�, n �a5 b� �t $� $ V� wil ! be re uired to com lete the wor� of this ro 'ect accordin to the contact the Ltandscape �rchitect � or � n � tructfons pr � or to Gommen � in � wor �C . 9a O1� � pro osed�'drawin s , de �ails and spe � if i� ations� I �conf 1icts arise in the � . � Icant ucantities s mbolicall shawn on lcrn ta �ce recedence over written �nstruction5 . ob ��e�ots�►9a t��e5+i �ir, Dovg�a5 a� ht �aa f ic� id� contact Lan�dsca e �rc.hi �ect for reso lution . Gontractor sha ! 1 � y y p p Q ta�ce responsibil � ty for any costs incurred due �o dama� e of � aid util � ties . � . � fi � n and ec�ua { 1 y space in ail directions 5hrub� and perennials � er the5e notes and drar� ings . o� PSeudot�ga Menziesii �ir, na�giag �a� nt s� e � O 3 . These drawings do no � s ec � � y safety materials or ec�uipmer� t , methads C� . 1t is the Gontractor 's respon � ibility to furnish plant material free of pests or plant diseases . 03 Pse�aot�,ga r�enx�e5�� Flr, no�giu� [2 � nt a� e �.. � � or se vencin to prot� c � er5or�s and property . It sha11 be the �re -selected or "ta ed " material must be ins ected b the Gontractor and cert ified est � �c�a �, � r,oio�--�o r,e 6� r� �� B � cot� tra� tor 's � o � e res ons �bifit to direct and �m lemen � sr� � ety o�erations �g � � � � � � -� r and rocedures to protect the 4wner , LandSCape A�r � hitect , subcontractor5 , a � d di � ease free . It i � the Gor� tractor ' s abligation to warranty al I plant materiqls per th� ,-r ��, �,��n� coso�� sp�,c.e s� nt s� B " the v b1 � G cand others . ifi ti n � � � Q � � S � �G cq o s . �a � � � P€cea Punc�n� Golorado S�Pruce 1�' ht B� S � � . � � G4n� I1G t5 ar lse be t�een � ize o f areas an d p lans , Gon t�ac tor 15 t0 � , Q�1 e t h j C"G� �� °/Q) o f t h e ��p e n t r e e s s h a l l b e I'1�t U � � 1 -5 t E: 1'a'1 , C'� '� �t^ t 0 S p�: G S . I O p��a Q��, G o l o r a d o 5 p r v�e 1 a' h� B� S � G 4 n �C I G t L G i n C� S G C d G �c t^ G h I t G G � � O t" r P 5 0 E U t l O n . �c a � l u r e t o m a �e s u c h G O t'J f I f G t S � � � �Cnown to the i� a pdscape �rch iteGt w i I 1 resu It in �ontractor 's I iab � 1 tty � �opv�� er�ao�a�� sp� 2S° �ai 8� 8 � to relocate the materials . a � �'� Popvlu� tremula�de5 Aspen 3.4" cai S� S 5 . I�o not rvillful � roceed with construction as desi ned when it i5 obvious � that unknown ob5 �ructions and/or rade differences exi � t tl� at ma nat � � � haVe been �no �n durin desi n . �uch conditions shall be immediatel ��$� ''� brov ht ta -the attention of the Landsca �' ��'GhltE: Gt . The Gontractor sha I � 4$ Am�l�rler Ainifolta serY��eberry, s��at,00� s ga�. 5� o� � Z W > assu m e fv I I respons ibi � ity f or a � I necessary revis ions due tv f a i lure to give �� a wooas�� Rose, t�at€ve n�n� s� � gaa . 3� oc � [�] such notif icatlon . � � � � 0 � . Gontractor 5ha11 be responsible for any coordinatian with � ubcontractors e� W �. or other General Gontractors as recfu � red to accomplish cor� struction operqtions . (./� � ��"� � ` ��1 !I lJ/�, � Z W L.1 � . �2efer to irri�ation drawin�s for rec�uired irri �ation sleeYin � , ` `�� ;' � . .- �� - � �� ` � �` ` �� Proposed Lodge po 1e Pine �.., � ? ,��' ,�j � � � , . f-�;�-:;� �::.�. � -- 4 � Proposed Dv�gias ��r � �-- � 8 . The location o � fea �ures to be constructed r� ot specif � cal I � d imensioned =,' �=r°`;.� '�;�,.�=� �X15� IC1C� D�GldU0U5 Proposed Aspen % �� y ' I �F con � 1 icts ari5e in f ie Id , contact the '� { �f;�;�� "�l�tt�� Z � ma be determ � ned b scale . j Land� �a e �rchitect � or resolution . �`�� S� Z � ��' p � � . � � , � . . c� oz Q . �e � er to Givi 1 drawinc�s for additional informatian . �t;` `� ` f .�� °� 2 .5" cal S � B 1'roposed Serviceberr� �-.�.,��+ <<f��- ■ �- i�ropo5ed �ruce [,� — �- �------- �xi�tin� �ver�reen � . � 0 . D � mensions and c. onf i urat3ons of can � truction of existin cond � t � on� are �'i��'� '� :�� • 3 " ca ! 8 � � c� � Proposed Nat�ve Rose � based on the best available information . The Gontractor shal i uerif al I existin % ,�' � ��=, �� ' n ri r orderin fabri �atin otherwise incurrin GOvtS a �d/or g � � cond � � � o s p o to g , g , g , completion of shop drav� ing review . � 1 f . � inished �rades sha � 1 pro�ride � or natural runoff o � r� ater uvithout lo �v spots �,p or QG �P 5 . Set f lov� lines accuratel y and provldz a minimum 2 � and maximum � �Q Q � 9m m �0� grad � ent v� less otherw � se noted . �''os1tive drarna e shall occur away from c� a'i bui Idin s and im rovements . �lotif the L.andsca e �rc� itect of any o � 3" LAYER OF MULGH -5EE SPEGS discre� ar�cies before startin woyk . p � �QRM WAe'f�RLINE BA�.SiN 3-4�� : p g rio� . �r�s-r� -ro� oF �zoo-r�� "' ` 2 " r�BQ�lE SURRQUNDING �.G. �4LL ,�4RAUND � PlT. REM41t� ,�T END 12 . �#old finished rades {to af mulch) for shrubs and roundcover areas I i1 OF M�411�CCErtAtNGE PERIQD g p � 2 STR�tNDS OF 14 G�4. GALY. 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