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HomeMy WebLinkAboutB13-0477 REV3 plans APPROVED Micro�aile General Nates: P R 0 P Q S E D � I C � � � � �L � � ��� �o r er u owo - 1. Design Basis: P.DQ,�Ie � Nn n A.Reference Codes � ' ' •� � °�W o �QRD AMPHITI� EATER IMPR01/EME �JTS °����� Ya � " 1. AISC Altawable�tress Uesign Ninth E6uiinn v;� N F � � ,;;,v 2. Ap 318 �:,,�� 'S',�'•,(t� .°�n; - 3. Publication no. FHWA-SA-97-q76'Micropile Design and Conskructian Guidelines" O,=� Q � � 4. 2412 IQC Cade :� 53 � SQU TH �RC� f� TAGE ROAD EAST a°' 2.Geoteehnical Design ���4 = ci°e Sail data was token from Ground E�gineering Consultonts. Inc Subsurlaee Explorption Progrom Z �C� ` �o anG Geotechnical Reeommendat+ona Ford Am itheoker Im rovernenks Job Number 11-6029 doted 12-3a-2011 �,�:,.`' �,�i�r¢ ;'W�1 r z�w and tension verification iield load test data f om December 13, 2013. �/� I C Q L 0 F� A D a � •' � � aMa 3.�laterialx � � •••.. ' �j� � o:�° SS,:. ..� �*g ONRL F. _�> A. �Of9 6ars ta be grode 75 or grade 150 ot size indicaisd on microple plans. Reinforcement bars sfiall meet ASlld � �m o A615f14A5NT0�l31 (qr. 75) or AS11A A 722/AASFfTO A1275(gr. i50) specificotions. Alinimum thickness oi c�,-o epoxy coating �a11 be 14 m1s. Epo�y coating shall be in aecordance with AS1L1 A775 OR ASTAI A93M1. Centralizers shall be provided tor oll micropiles as indiwted per plan. Centralizers sha91 be fabricated from — xhedale 40 P+'�R�Pg. e. c.+�t SHEET N0. IN�EX OF SHEETS Grout shall be Poriland Gement Type I or Type II, meefing ASTA1 Gi5q spedficatlons and potable water, 1Cie maximum waterjcement ratio shall be 0.45. ihe minimum 28 day compressive strengih of Ihe grout shall be ER1 ------------ COVER SHEET, GENERAL N07E5 4p00 pyi. During production, grouk shall be teeted for tompressive strength in actardance with ASiAI C109. ERZ ---°----�-'-'--- PLAN ����, SCHEDULE kequency o! iesfmg io be reviawed prior ta production. The cornpressive strength sha�l be the average of ihe 3 cubes tested per one set. Grout samples shall be taken directly fnom ihe grou�plont. Prahde groui cu6e ER3 ------------ GROSS SECTtlC7NS, DETAILS compressive strength results io the engineer within 24 hours of tesling breok3 to aar vt 7 and 28 days wilh ER4 ------------ CAP DETAILS ane set lo be held for future iesling, if needed. ER5 -----------� CAP DETAILS C. Pipe Casing sholl be oi di�meter and wall thickness size irtdketed on mitrOpile sChedule. Pipe 5hall ConTam to either ASThI A53 grade B desigrsation{minimum yield stress of 35 K51) or API N-BO speciflcations(minimum ea���ca�e���� yiold stress oT 80 KSQ. API pipe shall be free feom defecls ond documentativn of minimum strength shall be �11 ���� pravided to�girseer. splicinq of pipe not permiSied. OgQ 9�������[��'��� �� D. Plates .�. o E p�$x�=�� ��. Struelural shapes shall eonform 10 ASTM A 36/AASFtTO A1183 dR ASiM A 572/AASHTO A1223, grode 3Fr. � �tl�i�p�p����l�D �� 4. Dimensiona: , g�tls�j��������g� 1 Qe eo All dimensions on drawings shall be verified by general coniracior priar tv beginnEng work. 5. �licrople Installation P�ocedure: +-74 � A P�fvrm ut�ity locaie. � '� All utRities within 300 feet af planned construction shall be nolified prior to micropile inslallation thot such TO ~ �3� work is to►ake plote. SaUTH FRONTAGE Rppp Eq�T DENVER � �`� B. CiL Thanpson not respansiDlx fa damage ta utlities. o q C. Prepare grade at rnicroFile cap localians to insta9l micropiles. [� a o { 0. lnstall microp7es: � �W 1. Adrance drll bit Pull micropile length utifizing rotary percussion drilling techniques, a �4 2, Ful� length drll cvsing is ontidpoted. �'*- 3. ]nsert steel bar with centralizers. S ITE '� �p v 4. Tremie grout to bottom of previously drlled micropile hde. � ��� 5. Type A grouHng per miaopile manual is anticipaked. � 0.�0 6. I�Aicrople installation �qfl be manikared and recorded. �fanitored ond recorded data sltoll indude total �p� depth, graui pressure(if applicaDle}, grout quantiiiee, sol/rock eneountered during insiallataon, and any d �n o6struct€ons ar inegulariiies. �i �o� E. Attach miaopile head hardware. A-+ e u"'i i 6. €noineers aoflroval must be.secursd tw all substitutions. � VICI'N11'Y MAP � nu�To sc�a�e � � e � � � �� a� DETAIL LABEL SHEET NUMB�R � � �bE7A1l� CUT MICR4PILE INSTALLATION MUSY BE IN GENERAL GONFORhAANC� WITH THESE DRAW7NGS. `1-5HEET hIUMBER SUBSURFACE CONDI710N5 'A'YLL UARY. A REPRESEMTATIVE QF CTl/THO�IPSON, INC. o DETAIL 8-2/2 SHOULD OBSERVE INSTALLAiION TO CHECK CONFORMANCE WI7H DRAWINGS AND INFORM � � SHOWING 4ETAIL THE QESIGN ENGINfER OF SUBSURFACE CONDISI�NS DIFfERENT 7HAN ANTICIPATED AND THE CONTRACTORS PROGRESS. N'E RECOMMEN� SiTE V151TS BE MADE DURiNG � ° ryY INSTALLATION. � Q o0 DETAIL LABEL �n � � W fj N NOTE: �-' �u� vm LAYOUT OF MICROPILES TO BE pROVIDED BY �THERS. Z �o� a� � W Z 2 2 BEFORE GdNSTRVGT10N C�MMENCES, A Ui1LiTY LOCATE NEEDS Tp BE PERFORMEd T4 � ��ow�Z SHEET NUMSER SHEET NUMBER FlELQ VERIFY THE LOCATION OF ALL UTILITIES SURROUN�ING 7HE SITE. THE IA1CROPIIE U ��'�Z�= zo��c�d UETAIL CUT SHOWING DETAIL DESIGN WILL B� R�VIEWE� A�JD DRAYANGS REVISED, IF REGIVIREO, WHEN FINAL UTILJTI' LOGATION �ECQMES AVAILABLE. ,� QIMEN510NS OBTAINE� FROM QRAKINGS PROOUCE� BY: '�'�° �R1 ARCHITECT - ZEHREN & ASSOCIATES �A'f�D 11-20-13 ���'��-�� STRUCFURAL ENGINEER - M6NROE NEIVELL DAiE� 01--24-14 REVISE� 01-30-14 m-ze-ra t ar s Z �"� �o ��u O o.` , � o .O��(�'�O,�I � h�b v �, n� mmo a� .•�y,���,L � � �� ��y [� ��� w A1�� , V'Q�� �•��,�p � aw; EXISTING BU�LDING •� ��� . 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