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� BASE RAIL ANCHORAGE OPTIONS FOR LOVV AND HIGH"6�V�lelD SPEEDS �� —INSiP.LL I/2'a6 CXPANSION _�_.---- A\CHpR THRQUGH 9nSE RAfI r VfTHIN /�' �{' FA!'H � Rq�TER POST nLOwG SIDES r —"V- "i ' � j' T INS1qLL 1/2'xo CXFqf:':lll�' , i' �—A��Cr.pF 1liR0uGH 3nSE f.nlL � nIN:NUM 2 3/a I/ NI71,'IN 5' 0� EACH � EMBE�MENT '�L� �'AFTE(: f'q�� i\LO�:� SIL'LS - � � � � u� - , ---�--� r ' � � �-' '_— �'J ° � '� � I 4 ° ,�� ' � - � � � � � � I � � ��_I� , ,— I C � I I � � _ � —� � �— I �i�i � �- L I I—� � �--� � �—� �°:I °C—I I I--- i.� _I I � CGNTINt1CUS MI\IN,�M ,' 3/; jr � � CCNCRE7E PAVEN�C�VT ��kR=ONE�J'f � � � ° �-�-� _„� � I , � , �— ,� , MOVOL['fNIC COn'CRETE FOO7ING � I I�I I I—I I�I I .?� � (3n00 aSl N,IN) RE[N:�RCEI] I�I� � -, � W(ill !2: l�r,S CONTINUOUS � „4 � i � CONCRETE MON❑LITHIC SLAB CONCRETE SLAB BASE �{ 3A BASE RAIL ANCH�RAGE 3B RA L ANCH�RAGE J sca�E u-s a NI��INUN A�\�CHOR FDGE DISTFlNCE IS 6 3/4' SC.ALE NTS NININUN ANCHOR EUGE lll�i��t:C [, � 3�4' GEI�TERAL NOTES C�NCRETE� Cf]NCRETF SHALI. HAVE P. MININUM SPECIFIED COMPRESSNE S I�:EiVp I H LI,- 3,OOC PS1 �T 28 D�YS 2' vASiiEas �\ C�VER ❑VER REINF�RCING STEEL rop o� ASP�,��r _� u�� ib. o��.r�i��, ,yn<< PavEMENr prt 1 � i� FOR F�un�DAiIL7�S, NININUM COrvCRETE CpVER ❑VFR REINFORCIVG cROUnn su��ncE F�anucH rHE 9ns� �ai� aN� /� SECUrzE iIl nn�CHOR Eyt. v�ih DARS SHAL� I3E PER ACI-31fl % va' u1a`r,EtEr•� i�ROUCi; ouu 3 INCHES I�V �OUn�D.qTIC7�S l✓HERE THE C��CRETC [S CAST FlGA:NST rI1; �" , "� AI��D PERMANENTLY ;N COi\TACT W�TH THE EARiH ❑R EXPOSED T❑ i I,I � TI;E EaRTH ❑R WEPTHER, nND 1 1/2 JNCHES ELSEW'-IERL I I �—I I— I I I i I I I -I I ; I —I ' !— I _� _!� _� 1 �-1 �_ 1=� I I-1 I 1=1 I �=I ' ' �-�� -_� REYNF�RCING STEEL� I I I I I--I I I--� ' I =.1 I -- i iHL REINF�RCf�G STEEL SHALL BE NiN1NUN GRADE 60 I j II �—III--�III iil III I ; I—I I -'il � I - � � I-I_�_I�i 1 GALVANIZAT I�N� ' � �—� I �__� I ;—� � I— � � �—� I �_-; I ,.__, i I METAL ACCESS�n'IES FC]R USE IN EXTERI�R Wq�L CONSTRUCTION rs coN�inu�us ,, ANll �OT DSR[CTLY EXPOSEll TO THE W[ATHER SHALL BE ansE Rn�� T GALV�NIZED fN ACCORDANCE W;TH ASTM A 153, CLASS E-2 NCTA_ pLA7E CCI�hVECiORS, SCREWS, BOLTS AND NAILS EXPpSED DIRECTLr T❑ THE WEFlTHCR SHA�L BE STAWLESS STEEL OR HpI" ��'Q�F �f�-�x rr�_ nn�cHUU ` u� UiNNEli GALV4\1t�ll �..E� Nn�ES 3e�ow+ � k� REINF�RCEMENT MAY BE BENT IN THE V� � SH�P ❑R THE FIELD PR�VIDED� �i i ��tn�-��,c�ME�r ts a�Nr co�fl, (� GROUND BASE HELIX ANCH❑RFiGE "� 2 THE DIANE'ER p� ;HE BENC NE.ASURED ❑N iHE INSILE ❑F Ti-iE �" BAR, IS NOT LESS THAN SIX-$AR UTANE I ERS, ANli SCALE NTS (CA�\ RE USEll P�R FlSPllnl T� 3 REIn�FCRCENE��T PARTIr�LLY E�tiBEDDED IN CprvCRETE SF�P.LL n�CT 9E F(ELD Ht��T � HELIX ANCHOR NOTES i 1 F�F� VF f'Y f1ENSE A��/p� CEMENTED SAN➢S, COARSE GRFlVEL r� ��D COBBL��, CALICFIE, �'RELL7AllCll SI�TS AND CLFlYS USE MINI�UN kl << � �' iICLICCS WITH NWIMUM 30 INCH EMBEDMENT '� 2 FpR CLIRA� USE MI��(MLll4 C2) y• HELICES WiTH PiiNIMUM 90 ji��(;H END=DMEN7 3. FOR NEDIUN DENSE COARSE SANDS SAN➢Y GRAVFi_S V!-RY STI�F SILITS AND CLAYS US� NI�INUM C2) 4' HELICES W1TH PsINL�tU�v 30 Ih:CH EMBEDMENT 4 FCJR �OOSE Ip l�EDfUM DCNSE SAi\�DS, FIRM T� STj�p CL/�YS 4ND � SI�TS /�LLUVIFlL FILL USE NiNIMUM C2) 6' HELICES 1✓ITH MiNIMUM 50 i ifvCi� ENBEDMEN' 5 �OR VGRY LOSE T❑ ME➢IUM DENSE S.4NDS, f-IRN TO Si1Ff CR � CLAYS �ND SILTS, FlLLUVIAL FILL USE MI�INUM �2) 8• HELiCES � `.�?TH MI��IMUM 60 INCH ENBEDNENT MOORE AND ASSOCIAT�S DRAVN BY� ,1RS BCNi��ETT BUILDING SYS"fr'MS,LLC ENGINEERING AND CONSULTING� INC. HECKED BY� Pnf, OPrN CARPOR"I' L[ICi�EMT IS TF£PR�'fy pF MppRE A!m � Sm�TL��pp�IS RDJECT MGRi WSM DATE� 11^12-12 SCALE� PdTS �T � -1�8 W0� 121175 LIENT� - T. S pF 10 DWG. N�i SK-1 ENa 0