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
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i- ;T �_,._af_ .+--�-�. - ,� ����?=-,- ; -,� ��= ,- , Y _ N0 . 4 0 TO 10 THE ENGINEER . A QUALIFIED TESTING AGERlCY APPRt�VED BY TNE BUILDING r
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• � � -- � _�_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 �, -� , - >�`� �. � ,� � _....._ � ��:...� �
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, - :_.. . .___ __.. __ .__. . _. __ J �`�, ���/' _, _= T� COM '�,� � L�
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. ; , : ; - - '�`� � __ _
WHERE GEOGRID IS ABOVE
-- I ---�
FI � ERGtASS PINS � , .: ' ..� �:,': � ` . '� � ���� ; ; =n f ;' i ,- _`� - I I -1 I I-�, I =' ' ' � �`~ � ���-� � ; � ._ _ ' �
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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� �'
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BED BAR IN MC? RTAR � � ���' �; �� I, ' . �;��°'� � ;�� MICROPILES " ;' �'�� ��� � ' ; , �. _, L� "� - W
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. ..� , � , f � UNlT CUT TO FIT �`���a ; ° , ���� �.°�;' � � ;r { E} 6�C6 TIMBERS MATCN EX15T1NG �� `�� _ �,�>,� ; �:m � L.irr� -
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PLACE GEOGRID C}VER PINS ' , . , � • • •� � � j PLACE MORTAR BED FOR BONDING , RETAIh11NG WAI.L M D MII�IIM � � -
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Wj SCREW THRU BAR . . ; j �. - - - __. _..__ ____ _ �.� .__. ( ,h � i € � ��,�� 4 ;� r, --� ( ) � " � �' ONE COURSE � i � __ i i � -� � �'�`�?�' ��
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' . .' : •. •: � ,( , ( N } UNITS TO E) F�QWFII.� W/ f��� � i , p 4�:�wt� ri�;;. STD KEYSTONE UNITS , . . : � . : ; EXPQSE CLEAN & yk C.�
PLACE MflRTAR & NEXT . , •�. . . _ � ; / I r �z�� � .. ��, ` y
6x6 -W1 . 4xW1 . 4 WWF RE : GENERAL �Y ��r,� � � 4 �n�4�, �; .� " > � i > , �: �
KEYSTONE UN1T. PU �L � � f { r,��" '�, ; < ,�:� `�- : � , PAIftlT ALL ( E) ANCHORS � ��.� _,� �-. �`� �
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GEOGRID T1GHT, BUT DQ • . .; , „ >, � x �- , , � �'� f: -� ,� e , ;' NUTS , 8c PLATES W/ EPDXY ���"�-�� . � �
N{�T KINK WWF. ' . . : � � SCREWS C�? 1 - 0 O . C . 2 INTO { E) ;�� < < � . � ,�;_ � ;,> y , X � "---- 12 "x24 " COMPACETD 'r� �'��`- ``�k �` ��� , . ; ••••■ d-
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