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HomeMy WebLinkAboutB13-0354 plans approved 3 STRUCTURAL GEI'�IERAL NtJTES �������.q �w S1 SCOPE OF WORK `��'������ � ��m ��4,#�i GENERAL CONSTRUCTION PR4VISIONS ��- �� � ������.��:� � 1 . A�L DIMENSIONS QN STRUCTURAL DRAWINGS SHALL BE FIELD VERIFIED . ANY ��'� � �� '�� �� POTATO PATCH DRIVE REMQVE AND REC�NSTRUCT 1990 KEYSTQNE WAL� WITH NEW MATERIAL CAN RESUE ��°° � � �^' ° °"� " { DISCREPANCIES SNALL BE REPQRTED TO THE ENGINEER iMMEDIATELY. � �� .� ���� EDGE OF PAVEMENT � EXISTING GRAVEL BACKFILL) ; PROTECT ANCHORS ON PRECAST PANELS IN 1990 2 . IN CqSE OF CONFLIC7 BEfiWEEN NCJTES , DETAILS , PLANS AND 5PECI �ICATIONS � � � �" � �4-� � WALL; REPVaCE FACE 4F 1990 KEYSTONE UNITS EMBEDDEd IN 2007 WALL WITH THE MOST RIGID REQUIREMENTS SHA�L GOVERN UNTIL SUCH TIME AS A �� � �< ��� � � � NEW KEYSTONE UNITS ; IMPROVE DRAINAGE ABOVE ANQ BEL.OW 2407 WALL. CLARIFICATlON IS ISSUED BY THE ENGI �JEER . ���'� ��`�,� � '���� S1 3 . THE REQUIREMENTS OF THE LATEST EDITIC?N OF TME OSHA CONSTRU �TION � ._.-----� DESIGN STANDARDS STANQARDS SHA�� BE FOLL(?WED BY ALL COI�TRACTORS , FABRICATGRS , AND `���"�`� ��� �� MODIFY 8c ADD ��flWFILL TO PRaVIDE -�-�' _ �..�.---- 2012 INTERNATIDNAL BUILDING CODE AS ADOPTED BY THE TOWN OF VAIL. SUPP �IERS . ' � 9= - POSITIVE SLOPE T4 ( E) DRA( NS . COVER � � -----'��- --" 4 . CONTRACTOR SHAL� PROVIDE ADEQItATE BRACING AND SNORING TO THE � W/ TPO OR EP � M MEM8RANE. PROVIDE �.. --- REFERENCE lNFC}RMATION EXISTING STRUCTURE WHERE REQUIRED TQ PERFORM MODIFICATIONS OR WORK � ---" 1 . JULY 18 1990 LETTER FROM CHEN - NORTHERN INC . REGARDING JOB N0 . 4 � GRATEQ TQP FIT{-INGS ON ( E) DRAINS . �„ .--- > f f ADJACENT T{� SAME . �, .--�-" ,_..-- -"° `� � � � a 5 . DURING ERECI'IOR! OF TF�SE STRUCTURE, THE CONTRA�T4R SHAI..L BE °' � � ----' �...-----'"`"� 2 . JULY 28 , 1990 DESIGN OF ANCHORED PRECAST WALL BY J . R . HARRIS 8c RESpONSIBLE FOR TEMPORARY BRACING T{� WITHSTANO AC�L L(JAt�S TO WHICH � � o � � ..--° COMPANY, JQB N0 . 492 THE STRUCTURE MAY BE SUBJECTED , INC �UDING LATERAL LOADS , STQCKPILES � �� o � � /� { N ) DRAIN 3 . MAY 31 , 2007 DESiGN OF RETAINING WALL BY YENTER COMPANlES , INC . , QF MATERIALS , AND EQUIPMENT. SUCH BRACING SHALL BE LE�1' 1N PLACE AS ••�• � "' � RE : 2/51 PROJECT NQ . 2007 - 70 - 009 �ONG AS MAY BE REQUlRED FC? R SAFETY AND UNTII. ALL STRUCTURAL FRAMING ~ ° � /� 4. AUGUST 21 , 20 � 3 ( DRAFT� LETfER FROM CTL/THOMPSON , ( N � . , REGARDING IS IN PLACE W(TH CONNECTIC} h1S �OMPL.ETE AND ALL AT SUFFfCIENT STRENGTH . ��/ � `� ° " �/ __.__ PROJECT N0 . GT1565$ - 455 6 . CflNTRAGT(� R SHALL NOTIFY STRUCTURAL ENGINEER QF ANY OBVIC?USLY �"�"' r Q � �� � Lr. � --��---' ° DAMAGED STRUCTURE N4T NOTED QN THE DRAWfNGS PRIOR TU PRC7CEEDING �� cn � � � f� � ____ ---'-� MATERIALS AND PRODUCTS WITH RELATED OR AFFECTED COhJ �I'RUCTIC.� N , �IKEWISE, CQNTRAGTOR SHALL � � ° rn ;f ._--- 1 . M O D U L A R C O N C R E T E M A S Q N R Y U N I T S S H A L.L B E T H E K E Y S T O N E C O M P A C I I I N O T I F Y S T R U C T U R A L E N G I N E E R O F A N Y D I S C R E P A N C I E S B E T W E E N TH E A S SiJMED ..1.. � �,.� ° o ��'� `� / UNIT MANUFACTURED BY KEYSTONE RETAINING WAL� SYS?EMS , I �1C . , W1TH EXISTING STRUGTURE SHOWN C} N TNE DRAWINGS ANC� THAT FQUND A7 THE n � a� r / f T R I - P L A N E F A C E T O M A T C H T H E C O N F I G U R A T I O N A N D FI NI SH Q F TH E UM TS CaNSTRUCTlON 51TE. � �n } ; � f R E T A 1 N I N G W A L L P L A N ON TNE 2 �07 WA�L ANQ STANDARD GRAY CONCRETE CQLflR . THE MINIMUM 7 , ENGfNEER ' S APPRDVAL MUS`f BE SECURED FOR ALL SUBSTITUTlONS . � � ° i r w rry ( N ) D R A I R! C O M P R E S S I V E S T R E N G T H S H A�L B E 3 0 0 0 P O U N D S P E R S Q U A R E I N C H A N D '� ° " 8 . C fl N T R A C T O R M A Y R E Q U E S T CHAN G E S F R OM TH E S TRUCTUAL DRAWlNGS . � / RE : 1 fS1 / g 4 p g � � �q. THE MAXIMUM MOISTURE ABSOftPTION SHA�� BY 6% . AL� OTHER PROPERTIES THESE CHANGES MUST BE APPRt�VED BY THE ARCHITECT AND DESIGNED BY • 4� � � f f 3 f 3 2 = 1 - 0 S T A T E D W T H E M O D E L S P E C I F I G A 7 1 0 N S E C 7 i Q N 0 2 8 3 4 ( 3 2 3 2 2 3) P R O V I D E D J . R . H A R R I S A N [� C fl M P A N Y P R I O R T O S U B M I"f-!"I N G S H O P D R A W I N G S . `�"� ° J f BY KEYSTONE RETAINING WA�L SYSTEMS , INC . , SHALI. BE PROVIDED CONTRACTOR SHALL COMPEhlSATE J . R . HARRIS AND COMPANY FOR MAKING THE � 2 . THE SHEAR CONNECTORS SHALL BE �� - IfVCH DIAMETER PULTRUDEO CHANGE. / FIBERGLASS MEETING THE PRQPERTIES STATED IN TNE MODEL SPECIFICATION � SECTIO �J 02$34 {32 32 23) PROVIDED BY KEYSTONE RETAINING WALL ` CaNSTRUCTiC�N UF KEYST4NE WALLS r � � SYSTEMS , WG . , SHA�� BE PROVIDED . 9 . COMTRACTOR SHA�L FaL�OW THE MODEL SPECIFICATI �N SECTION 02834 ( 32 �'`�'� �OCATE TRANSlTI4N BETWEEN SECT{ON 1 ( 1990 WA��) & 3 . GEOGRID S{31L REINFORCEMENT SNA�� BE UX110QMSE HIGH DENSIIY 32 23 ) PF�OVlDEE� BY KEYSTONE RETAfNING WALL SYSTEMS , INC . WAL.LS SNA�L J TO ( E) MANHO �.E PQLYETHYLENE INTEGRA�LY FORMED STRUCTURA� GEOGRID MANUFACTURED BY BE STA1NEa T4 MATCH THE 2007 WALL, WMICH MAY REQUIRE A NEW � SECTION 2 (2007 WALL WITH F�OWFILL) IN THE �IE�D TENSAft INTERNATIONAL CORPQRATION OR AN EQUIVALENT APPROVED BY TNE APPL{CATI4N C} F { N TO TNE 2007 WALL. .,� DAY�IGHT DOWNSLOPE ENGINEER . � -■-- 20C}� WAL� AC} DITl01� K �''STONE VENEER TO BE REPI�CED OVER 4 . NEW GRAVE� MATERlAL F� R BASE AND BACKFIL� SHAL� BE C�EA�J GRUSHED �AL�TY qSS E � ORIGINA� WALL { 1990) RE : 2/S1 --.- ( E} ROA� SURFACE STONE MEETING TNE F4LLOWING GRADATIdN WHEN TESTED PER ASTM D - 422 : 1 . PERI � 1 SPECIAL fNSPECTION BE PERFfJRMED F"C}R TNE C� MPACTIQN �„ W BEYOND WALL ; ` pF E P � F GEQGRID , COMPACTIQN OF BACKFlL.L, AND � ._ __; SEIVE SIZE PERCENT PASSING ._ _,__�._ _�__�_�.�_�_�_ �_�. n, _ PLA MC? RTAR -ADHERED VENEER . SPECIAL INSPECTION SHA�L BE �,,,�+ � -.�_. ,__�-, . -- -� ,_ ,- �..__, ,_� .r -_ ;�; �;_ � -r-. �,-���� �` ���__ ���_:. , � �r�- -E=---_-�--r-� -� 1 NCH 90 PERFORMED IN ACCORDANCE WITH SECTIONS 109 At� D 1704 QF TME IBC . '"�. d _� �._ _... - � �-x ( ."� _ _: r=-�-. .r � �..;��� , . � �r.� -���'v -r - �-�_. _ �`-7 �- _T �_.. _-� =�- -�. �:-,� _, _ _-yx-_�__ _� �r� µ � � , � � INCH 75 TO 100 WHERE DESIGNATED IN TNESE NQTES , INSPECTIONS SHALI� BE PERFORMED BY � C� T-+--� -`-r-T r� � S'-----.,.-� .-.- �.,-. _t^ ..-�- L '�. � �^»r'T �i-z� ^s-i^- t- F���� 3•/� .-. �W;^L t....__L �-_ L' .�' � t-�° y,--I A�ii . ....� �._�. ...�....�...t �� "'�-e-�.-.. l ...�.«_�_.1_.;_.c, , J. k...�e��e, 1. .�� _ y t_ � � �. ..:_. _t_7_a_._..� _�.. 0 i- ;T �_,._af_ .+--�-�. - ,� ����?=-,- ; -,� ��= ,- , Y _ N0 . 4 0 TO 10 THE ENGINEER . A QUALIFIED TESTING AGERlCY APPRt�VED BY TNE BUILDING r .�Y �_.�..� � 1 , l _._1`r_ __ L..._���p...:� .... L_. ' L .y.�.u..y- ��. . _,-1.-....-.-. � .1 W ; , T.. _�.. ..E. . . ..p_..,_...,, __ .� �.. 1 _ --� y . ,y.. .. .__ � .4.. ". �- � L�yC T`l �m i_ .-i _ � .,:'.v���. ,-7LL" C`-_IT"?-`�1.� i.lr � ..� _mI"' ,_ _�.: ' � x 3 � -� � � N0 . 50 0 TO 5 DEPARTMENT, & RETAI (� ED BY THE �WNER SHAL.L PERFORM ALi� OTNER � , ���. .� x-� r � ��-`�. _-'-�-'-�- � �r-y_ ��.�-�..��r��_. �� ,�,� � �_������.� -i-� � �s�€ ������;� ��-�?_� c�-�;�;��-�n , Y . : SPEC {AL IN5PECTlON . THE SPECIAL INSPECTOR SHALL FURNISH C� PIES OF ALl. � �C O �" . � E�,� � ,_?�m ; _� t� , `'""_ � -r-�_ � r _�--� -�_ -� . _ , _ , =W �_. _� . , �� z ._1` _.._ L.. . �` ~ t� T � � �+ . _, _,-, ,. _ s � z_ , r .. . ,� .u._ � �. :" _L �l" ' � �_ _L. : � � -� ;�-�-� v ,- , �.� ,-��...- . � _ � -r-�--�- _ ��,-�,-. , -� � _�� „ 5 . B URI E D D R A I N P I P E S H A L� B E 4 I N C H D I A M T E R A t� D S L O T T E D M E E T I N G A S T M I N S P E C TI QN R ESULTS T4 THE OWNER , ARCHITECT, ENGINEER , C4NTRACTOR , � _1 ;_ ._:__�T � �-`i �-`--�-_._� _. �`�' � . ---r`,_t-�-i�`-��_... �_��7-_ F � � .�_ ._F � . � u. .�� � �� p 10 MiL MINlMUM TNIC ESS AND SHAL� • � � -- � _�_z �_ �z� c�"- � � r _ L �-�-�. -r--�- � _ -�� ����_�� e T. Q . PAVERS D3034 . PLASTIC �INER SHALL BE KN AND BUI �DING DEPARTMENT. W O( '� i ��i, .Z a�� l A. .i.k..l,�, . �.�.�i_ . ! . . '. .» .L. � ��.. ..t � T .�....;,-T �3 . ..�. �.�.�:.:�. .i _ _i._ _ r f' €' O l_J ° -- � T �-:-k-- �^ �=� "' ' '� ' `� ' ' 7 � �'" �� �" y � DRIVEWAY MEET ASTM E1745 GRADE A OR B . 2 . THE CONTRAC70R SHALL NtiTIFY THE SPECIAL INSPECfiQR TMAT THE WQRK IS � j . �.,....^ .. _x_� = r-. +-.�„_x ' � ,. � _ �_.�_- --,��;:'_�_�'��'-..�'-�� `-r�.�� - _ _r�- �:�-�ti_._ � rw'��-�� _`�r �° � ,, . �. . . .'� . ..- .�� � .� �� , ,;. 6 . STEEL BARS SHAL� CONFORM T� ASTM A36 ; GALVANIZING SHA�� GONF� RM TQ READY FC7R INSPECTION AT LEAST 24 HC7URS BEFt� RE SkJCH IfVSP�CTIC} N IS TO �» , .�� „ T. O . PAVERS � ASTM A123 . QCCUft . ALL WORK REQUIRING SPECIAL INSPECTI01� SHAL.L REMAIN ACCESSIBLE � I- -� DRIVEWAY 7 . SCREWS SHALL. SE f-lILTI KWIK HUS - EX SCREW ANCHORS aR AN EQUIVA�ENT AND EXP4SED UNTIL IT NAS BEEN OBSERVED AND { NDIGATEQ TO BE IN � � � APPROVED BY THE ENGINEER . CONFORMANCE BY THE SPECiA� INSPECTOR . THE CONTRACT4R SHAL� MAINTAIN 8 . MORTAR {AT RECONSTRUCTION OF FACE QF A PORTlQN QF THE 2fl07 WALL) JOBSITE C4PIES OF ALL. REPC? RTS SUM117ED BY THE SPEC L C SPECTC? R . � (E} KEYSTONE STANDARD UNITS OVER F�4WFILL R E TA I N I N G W A L L E L E V A 1 Q � � SHALL CONFORM TO ASTM C270 , TYPE S . / TO BE REPCI�CED AT SNAf� EQ AREA RE: 1 /S1 9 . W E L Q E Q W I R E F A B R i C E M B E D D E D I N T H E M C 3 R T A R S H A L L C O N F O R M T O A S T M i �� �° � p�p $ 4 0 8 1 6 2 4 A 1 8 5 . U S E 6 X 6 -W 1 . 6 x W 1 . 6 {8 G A G E W I R E) O R H E A V I E R . CUT UNiTS TC} PRQVIDE Ct7NTINUOUS 3f32yy = � , ` 0,� w JOII�T BETWEEN SECTIONS 1 AND 2 . � E�EVATI4NS ARE SIMILAR TO ROBI ��ARD 8c ASSOCIATES DRAWINGS DATED 10j18190 � AND ARE MODIFIED TO Af'PRdXIMATE PHflTOGRAPHED EXSISTING CONC7iT10NS . � REPRESENTS GEOGRID BEHIND KEYSTONE WA�L GEOGRID LENGTH � - - - - IND (CATES APPROXIMATE LOCATION QF TOP OF PRECAST PANE� BEHINQ KEYSTONE WAL� 0 . 7N MIN { MUM � ' - 4 "* 1 ' - 0 " (MIN) CLEAN , FREE DRAINING GRAVE� � T. O . WAI..L ,:.,�--;...�. . C� WWF _V_...mg._; _, .:._.__._. � SEE NOTE QN PLAN L� MATCH EXfSTiNG �� .� � ._ . _ __ , � ....__. ABC?UT DRAINAGE ������� � '.� -_ _�.. � ' �� � MORTAR � . � ' � � � �`�� ��.;��' s �� � -- _ ��� �{ � � = ; i � Q • r � � �' ' { E} EDGE OF �°yt ,,�, ,��� j ; � _____ ol CUT COMPAG � . . � �� f �, -� , - >�`� �. � ,� � _....._ � ��:...� � - •. f '� �-7e �. 1__ � . . � 1 � GAPSTONE ---�.._.,,�,_ PAVEMENT ��. � � � 3 { N ) � �src� �vE � � � a � u �v rrs .. : . � : .. �, , , � , - - f (�;�1-. I I ,�, , _�_ -- w c.� : ' . . . .. . G � 1 L J 1- NATIVE � _ . ' � ' . � �.::-. . .� � , .�... r._.r.-:. _.. _._ .. .�r S01 � PAC UNCTS ;� , _._. �,�/ , - :_.. . .___ __.. __ .__. . _. __ J �`�, ���/' _, _= T� COM '�,� � L� � � �� �«�� _�.���� t CAPSTONE -----_� � � �► � � � . �.._ - i�i.�.� � . ; , : ; - - '�`� � __ _ WHERE GEOGRID IS ABOVE -- I ---� FI � ERGtASS PINS � , .: ' ..� �:,': � ` . '� � ���� ; ; =n f ;' i ,- _`� - I I -1 I I-�, I =' ' ' � �`~ � ���-� � ; � ._ _ ' � � • . .� � � �;�� ' i i - #� I M =� � � �? TOP OF PRECAST CONCRETE `�r,�,, � �� �����'i ; : .�[ . • • •. . , � . � � � � � �°-^-� � �-� � ���� . , au". . f ! � '}di. 'F.. . ' . .� i � I ) Yl � � . � ��� < , , i � .� --- � r � _ ; , „ _ � F _ _ GEC}GRID C� 2 - 0 O . C . t GEOGRlO @ 24 " O . C . •.', . .'• „ �. ,' / jr � �'�, � �, `� ' ` � ) � -- =. ' . '. � ACKL;FACE �OF� PANO BEYOND = X �.� : ���_._ 1 _. _. ....I � (E) DRAINS F °�v � v U � 4 � C I I EI I I �' - ` , �A� �' � , � � � .� �� E CAP BM W --� �� � � � , � f ' \� , a � ,; � � ; a° � ,��� ��� -� �� -� . _ : �. � RE: 4f S1 FOR BAR . . � .� � � � � fi �� .� a i ta � �s '� (2) R4WS � F { E) � n� , r � � � ,-�' '�* , I 4 , - � BED BAR IN MC? RTAR � � ���' �; �� I, ' . �;��°'� � ;�� MICROPILES " ;' �'�� ��� � ' ; , �. _, L� "� - W � . f � � . �_. _� r�,��x. ,�{ �;� �, � REM4VE ANY ��� . w, ��� - � , � • • �� � � (N) KEYSTQNE COMPAC : # ; ; w { I, v g � {,���,� , . i T. C�. PAV�RS -� � � , ; � _ '�/� i', . ..� , � , f � UNlT CUT TO FIT �`���a ; ° , ���� �.°�;' � � ;r { E} 6�C6 TIMBERS MATCN EX15T1NG �� `�� _ �,�>,� ; �:m � L.irr� - USE KEYSTOf� E FlBERGLASS . . �'� ' PRESERVE E REBAR �'���� t. ° � ' � ° � ;� `���';� Y � i` ��,�� "� �� � � __. _�s- - - ST „ -��- � PINS T4 AL.IGN BL�CKS . '' � � � � ) ��_:�, � , � � ' v�,�.=� �;�n� ( N } KEYSTONE ;' ( E) PRECAST CONG �� , � �> � `�� � ; _ � � �- ' . ' . . . ' � � . 4a ° i ,. � 1 � � � � �. . � � � � � � � � � . �� , . ' ' : '� : :� / / ��-�.!._._� , � _: � ;: ,�� COMPAC UNl7S � � � �' E � �� �` �� �_-' ABOVE �BASE PLACE GEOGRID C}VER PINS ' , . , � • • •� � � j PLACE MORTAR BED FOR BONDING , RETAIh11NG WAI.L M D MII�IIM � � - . .. c; �__ ����:�; � < � r' � ��;� CUT E PIECES OF � ` , ti � � � .�. � �. ,,�`�."�'�-'� � _ � � ,��,� y :;. ; � �� � ; � ' � I __ : , , : � ��� , � � E BE U _ ; ! �_ _ w , , . � Wj SCREW THRU BAR . . ; j �. - - - __. _..__ ____ _ �.� .__. 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