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HomeMy WebLinkAboutDetails� � , __ J 4 3Q� o�� �4 w BACKFILL REQUIREMENT �� Q�� Z�� W� � �i Tn. iaFOR RESIDE �IA�'ST�p EE os Ra�d. riai st� � z° �°� � Q� � u . � rc+ a y ..�� . ' - .�. x,;�..� �.:��,�,. r � � �� - , � PQV�fMnt s�tOOi '� �*a� ~ i '`� �$� � � ,:,''� ��o: � STANOARO FULL DEP'TH GRANUTAR � �� . . - _ .��� , +� �,,b� _ . �- � �. � �-- - - �-i ------- - ' � �Nx� � ------� 8AC?4�iLL DETAILS - �- -"Q� , MIN. 9" x24" x.100" �'i,,// /� r� ,�. - ' ... r �- I' �; � cu�!,i�T � c��`o°scc io� �\ ALUMINUM PER INDOT 1993 P1�v�m�nt Edp• 3�� Top sd1, ���d or sod as � �,� _�, '. y_,,� i � � ;�' : � ' � ' requir�d to match axistinq �;, � V: . �, ,. 4 � �''�- _ _ STD. SPEC. 913.10(a) _ , ;�_. : �r -r � cowurto uurrN o► w�vc�r --j ��.�.r ro •t •�.cko WITH DOUBLE-FACED ��° ZL ���� � Co�poct�d �arth � x �� . H ,�,rr.NOSCCT�o�_ i o�s�ocs�o.c w�c� ��) bOCkflll� usiAp �:'`� �� •"' �E"n" °' �����"r ���*� �•���� F«�o� o�•�s GREEN ENCAPSULATED • PLAN iEw LENS REFLECTIVE SHEETING s�o�E cET�� � SS � ^ m�chankd compaction �=°�.,,�� R= :. GROOV[0 [NO ON OUTL[T ENO BACKGROUND PER INDOT � . 'r'rcS�� �quipm�t. � d �v � iM�ET EMONO � p 1993 STD. SPECIFiCATIONS �,��ER, uM�TS OF FULL OE c�ta��Att e+eCicflL� s�otw�uc, nksa�, � sti� S�� '' " SEC. 913.10 d AND 6" ro�o��. s�n ae soo, �. sE.co oR soo, �s ' -� as �EOU�RCO To P��� ��-F '� �cou�r�c To TYPICAL SECTION I , � ADAPTER SILVER ENCAPSULATED w�Ta+ «isTi�. w►Tp� Exisrine. Oronulor backfill vrill not b� ►�qulr�d wMn Mtir� tr�nch ar�a ia - ; �� ASSEMBLY LENS REFLECTIVE SHEET- Q, � ° ,� �r�R I` —��1'{� " SEE INSET ING FOR UPPER CASE , , �- 0" or ma• b�yond th� �dq� ot rood�rar •urtac�. � � � `-r- �' J � � LETTERS AND 3" SILVER i:. ) f' � ',�� � -- �- l `' .L��I�� '.-• � ..� ..�.� •.,.. ., • ..• � —� _ ti1100V[ (OR TONOU[) TO "' '� ENCAPSULATED LENS ( c J"L., S � �E TMf S�rt •s oN T�Np�RO � � ' SEC ON Y-Y � �/, �� Z �� � ��� 2 ��' � � 1 � ��� - •N �� "��Mf6[S ONAT OM �."" REFLECTED SHEETING '� � Z`^ 1%' f�."� �-- �� 1� ~ l� L.� j� � �' p" (_ 3 , ToP sd�, sa�d o c��d as �, �. Pvrnt Surtac;� -- � ►�qwMd to .mtteh �atlsthq z CUSS�A�CONCR[TI L� � �.�i%�j•��J FOR SUFFIX. sr+ou�.c� =tCTlON CUR• S�CTION , EXi�tIt1Q G►Cd� � 1ON01TU01MAL SECTlON � -� • , � ���� � Moac ,: • � � � I 3 LBS./FT. GALVANIZED * Granuiar Backflll: All cuts mad� ia or under anr road �urfac� si�all b• �`, t� �CottlpOCt� �Orfh ' • .. c. o� c. K R ,` �.: ��„ � :. = CHANNEL SIGN POST backfilled +ich g:anulnr mater!al< Whe.-� a cut eith�r S JS bCCktili ,ushq m�ChO�ICaI :�• `• t:ansv�r��a or ara.l+ls th� ruad suri:ce ��'„ CS � COmpaCtioA �quipmMt �: 2� s _ � 3 �� �� ' ; • • ' : PER INDOT 1993 P . granular vT t �� .-+ - s �s �: � oo ��. cu�s': co�c�crc ,�, backf iiI sha11 be piaced in thct porLi��a �of the cuc :� : �� . , „ �� STANDARD SPECIFICATION iocated vithin t:�ra� (3) feet oi che., zvad ac:fac� or TYPICAL SECTION CURB � GUTTER STREETS z. � � -o t- .s :.s � � � e . : T �� — 9 2��•� . w SEC. 9 � �. � 4 �.'� � vithia a di�tanc• o: �cua: to oae-ha1�r-E�} the dept:� ' � �� ''- '-' •� � �� SECTION A-� � . �. � oi ch• cut { +: Granular backtiii wili not b� nauir�d vrh�n wttir� tr�nch or�a is 3-0 AOT[� M[T�IL �II[ [MO S[C7IOMi 3 7 I•3 9• � I I ' .' . . r 1�1�C:'1lVt: KrlALlr. w�r �t u�to MITN CoMt�[Tl �' CONCRETE PIP[ TO[ ANCMO R ,. ._ .. Of tf10�• b�yond ?h� back �dq� 0} 1h• �Xt3?If1Q Ct�fb. .�.c �ROVIOIN� TM( N[TMOO DRIVEN OR SET .. � A�i excavat�d ar�as und�r pawd roadwa�rs, or within S�-0�� of th� pav�m�nt Nater:ai p:ace�sant :nd coreac:lon �hail conforn co 0/ CONM�C?ION is����ovco � � � � � edq�,o� back •dp� of curb �all b� bxktili�d Mrifh qrvnula� matt�ial to wifhin 3 °N�r:.��T��o►`� oR :;ii'o • To� ` IN COMPACTED � � :. . . . � � . o General Ordinaace �o. 24, _985. Sect_on 28-328. BACKFILL "� . .� ..�� .� ;�, � inch�s ot th� top of th� t►��c� ( or to finai q�ad� unC�r pov�m�nt). Thi• .�•� �� � pranular backfili s�otl b� pioc�d in 12 inch lift� ond tach lay�r shoi I b� � CONCII[TE IN TN(3[ [NO lCCTIOMS 3M��1 �� N( S�rc o�•oc �►NO srRC►�an� a� srcc�Fico OA R[tM/0R�(0 COMGR(TE PIK,..s.T.�. � �.. ���. .�� Q . compcct�d by rn�chaniccl m�arts to at I�ast 9S y. �� its maximum d�y d�iis��r. � OCSIGMATION C-7� CI�SSII (Af 1[T OUT IN �T o•�o srcc�ric�TioMS� � .. . . � � . . . . . � R[tMfORC[M(IfT IN TN[ C �0�1TION !N ��[iM( SAM[ 1S fKCl/I[D �OA �[IMI011C[0 CO RCT(, A.1.T.Y.O[f1�MtT 10M C 7• � .. ,. � ,. �� . �� � Cl�S3II fOR TN( s�zc Of COMM(CTIN�.�► . �. , . , How�v�r, qronula� backfill mor b� plac�d i� 24 inc� litt� provid�d tach lay�r `�1+ I1(INIORC(Y[MT IN �N[ ��f r011T10M A�� M�Y( � CROff S[CTIONAL ��[A LQUl� TO TM�T 0 M[ l�t[11 0� ST[(L IN TN[�C-.oRT�o� .� �� �. �� .� � i� compect�d by a combination of saturation end m�chanicel rt�on�� to at least O `� TM( (NO OR TM( ►1►( tUIY(RT SN L �t ►1.AC(0 tN TNt CONC�(T( [MD f[CTIOM f0 TMAT T /lOM lIN[S �11[ 11�3M TM[ ' �' � •�'" �OINT 3MA�� �[ COM�I[T[Lt /IILt IfN roRro� ADAPTER ' � 9�S °1�� of ih moximum dry d�n�ity, � Z ir ] 1 011 •:� flLlllO�t,CM• [ TO TN[ f�0�t Of TM[ [MO f[CTIOM IM A fY00TM, O�f�SIN T11�MlITiOM a►�ROxIM�?ELY ASSEMBLY ��. � �� It amr �� �i t��ilC�) Qi�O �i fl��i�r tha� J'�Q�� f(Q�T1 �h� �d� 0( iha � '�� �o•-o �N LENYTM ' � iOddwa wrbc� M� �ntin tr�ACh must b� bockfill�d with ranular mata�icl. �/ -- VARI�TIONf IM DIYEMlIOMS M[ TNI KN[1f 07 TN( CQNC11[Tt tNi ►0SIT10N 0� !TC[L, AMO TM[ T[RM�� 014Ytt[11 0/ TN[ .. "� ' ' .' ' r •�' �"� Q � �I'[ lNAI` CONfOAYMITM TM At�T{ON� IM OIYiM11�N1 •� ►RO�10[O 1NTN[ 1►tCII1tATtOMf /OR Nfo�cco coMC�cTC � � " � ���-- � � i� Thls Cd�LQ:i piQC�yy1f 1s ii� rtQuir�d for unimprovtd QifO �i whfil � CUIV[RT,STOIIM DAAIM� �MO 1 [A �I�L �.3.T M. D(f14NAT10N C1.• MN[�t �ITIII►t[0 CLA• lV[RT ORCAfT IRON CYIY[IIT'I�[ I! Uf[0 ���1�[ [MO ![CTION� COM11 /l[ TO TN�T �3 fNO�M �� �rO� IO if�ilCi1 �iiIMIMI (i i1�I1Q��, �0� YtT►� OA COMC11[Tt fN L�[ /V*MIlM[C ANO 3N�Lt �[ �� �hROVtD �'I TN[ [N�IMI[R. [XC[�T IN 1 ! 0/ �CIC 011 YI N[ � � V�TtR tM[N TN[ W� Of M L[MO SiCTIOM IS 1110MI�IT[p t "'- fN0 StCT10M! •IL '�10 �OA�T TNt CONTIIACT YNIT MIC[ [ACM IOR �►1►[ [N01[CTION�COW�[ IN ►�aC[ ♦NO a�) sa�din0 Qiid s��flO sfi4�� Cr� �� t� �dt��� �d�T��: �1 �ri� � 1 (_('� �CL[►T[0 t v% CDNC/1[T[ �I►[ T �MCMOR�`�M�C� �[ R[QU111[D ON �1.L CONC�[T['I►i �MO i[CTtOMf. TNi COST TM[ Of lM��l �[ 1 S HC Standa�d Sp�CI T ICC�IOIis . � `�_ ! �INCLUOiG IN TN[ C R�CT UMIT ►IIIC[ •[� [�CN /011 �'1/[ LMO 3ZCTIOM� � }__. w � L � � ~ � . w � � � � - � PRECAST CONCREtE ENO SECTt4N s[� STANDARO BACKFILL DETAlLS _ �� U = � . ��� - . $TREET NAME' sic�s R��sEO a� -��-95 - 3'��' i6 BACKFILL ,- �EQUIREMENT RESiDENTIAL � � � � � I�NOED � , . , ...�, . , -, �eca�ocm�o«v � 3- �; -,_ sT�Mo.�o �w � � ��� � RECOMMENDED � " � � � ��"� � a"�T� o�*t ' � U , � ,G � Q ., . .� .. . . .., : � A�MINISTRATOR ET MANAGEMENT OATE � �! _ . }- � APPROVED ^ ,y- /- � �D �,r+. - - - - .Z � � C DATE Q �-- � _j � _ �_ � �� — --�'— N'OT AS��AI.T SU�FA�CE � ---�—�11 or 12 aGCR£GaTE � � ARTE�RlA�.-10 V2" , . _ �+ LOC�CT6 R 2� �� � HOT � — Pf�VE COQT . � : . . . �. : � REQU�.D �PER OEPT�i �' CO�ACT'ED COl_0 8R MO(Tt1R� � . � �., � _ � (�53 "6" 5'TO�E WITH 3.7 y �' � . � z � CJt�l4CTED 50 STO�E • UOUIO aSPHAIT ). z� •. .. .. � � ' ' • . ' ' COIb�o,CTEO G� � � 9 i n+i t t f te� • ' ' •. • ' . • ��L �. ' , � � �: � ',, �• I" HAC OR HA�E Sl�'A+CE � a TACK CO�f A , 2' 2' ° Sc� �ut Sa► Cut EXl5T11VG S`T�F = ET � °s a ExbtMV Pa�►sT.n► N�TES� BtT�a1�V0US PATC�iNG � � I. A 1" s�ace av� th� er�tir� 6" *OMPA�CTEO i �4� to �'. Mound � � . stteet may be requ'ed on th� �� I S3 STO� i� �'' � 2' for settltment � z� � co�b � � — � � �sa sro�. appraed plaru or by the QO.T. i � �� Pro��ct Enqr�eer. GRAt�A.AR BACfCE F�1. `-- — J � - I I I�2" ��' � c��'c�oR 9 � �s ��v� � . � oR+ooc+.a 2. h cases where the stred +s LOCA1.- 7 I/�� .. .; � 0 STONE W/37 9�0 � �, � �� serer�y damaqed a 2" b��der . ... � UOU� ASPHALT) a� BoCkfiN rttCy Ob0 bd f��l.'d. � . , •. . • • � . �, . • • �� ��0 S��(� W � � � b GENERAL NOTES: � �'� y � � . . . . _ • ' • . . ' � : . .� ' � � " �� � . - � • • • •• . ' ; . i �� • �! :, •� '. � '..'�� k� w °� ,#.�. . •.� , t. 1 BIT. SHALL NO�T 8E 3. IN C�S�S WF�f�E A STREET IS ;. �.� ,°' -•. G�A�x.AR ° . �� i: . � . -' .' . - . . � - PLA�CEO � 81T. BA.SE PATCH S�YERLY OAMAGED OUF"'VG CONST, - �. �'• '' •• ' •' B�A�CF11. � ARTERIAL-9 � HAS BEEN IN P�ACE AT LEAST 0� THE QOZ PRO�CT Ei�„iNEER � , � i . � CO�LECTO,�t - 7" �::� • : � . : '. . • �. . • i Mp(�H. MAY REC�IJ�E A 2u HA�C OR HAE � LOCAL- 6 � .' . � . � : � . � ' 81T. BItVOER OVER TF� ENTIRE .30 . 30 � . . • •� �. • : :� : � �.';• � -l--- CBA�CKF�.L aS�IRED 2. I" BtT. SURFA�CE St�iAL.L NOT 8E ���• 1'E11�O�RARY P�I . PLA�CED UNTIL A O.O.T. NSP£CTOR ( FROM NON. f0 - APRIL i3 ) I HAS APPRO�VED T� � F�4TCH . FI GiJRE � � G�I�RAL DETAII �w c�Nr corvcs� ' . Notes : �►TC�r�c .___ _ ._ �oR T�o�aRY . OIL MAT STREETS i. Saw cut �S pavems�t f n��,e� tt,e� br� o�. �� � wu� �� �DOII�IE SEALE� S�URFACE ) 2, Ftx e ment S�ET PLAN 93-01 S H E EZ pav pctchas see STD, plan 93-01 StiEET 3 af 4 �� � sh�ts 2,3,8t4. � � JVOT TO SCALE NOT TO SCALE NaT TO SCALE NOT TO SCALE . , • , 0 F �J�i����ii N � ��_ ¢,�3 WORK ORDER N0. /i-4-�3 R�poir Ot Cuts Withi ov�nsnt Lintits — Con't. _ .R� Ot Cuts Withan P�avrrn�nt L.imits —Con't. ������ R�tpol� Oi �Cu1s �thn P+ov�ert�n! �ic�rts . REPA�t. OF _ CUTS WtT1�.V P1t�/EMENT UMITS .= CONT. . A�OwtMfNOED � � .� sr��a� �.�w A�:OMMEHOED �"'�-it �J �� • . i_,�,�,� sr�,+o�no r�.�w l�OIMMEI�E� • ' -.30- sr�+a��o tiw _ ��JVpfD,y � //-� -.► sn+row�o ruw ---DATE � �i� � APP,lIOyEO • .. ��►Ir.l�lIONED,.�. ' f - �` ` :�►`.. �-..r.• � . , - ' - J - - ..�' . _ . APP!lOVED _ _ J .. __ . .. - � 1� � f1 .. . . pM1�CTOR �._ . r� - oN1lC'�'OM� �• nf 4 DRWG. N0. -- ��iootv_ I I � � ;` A� ���, 4� g , ,.. , ,,. �„ � , � .� ���? c i/2" PREFORIAED JOINT FI��ER REQUIRED FOR CONC.ORN£S ONLY 20' MAX. I/2"PREFORME� JOiNT FlI,IER ,� � 12� Min. / I�Min. ,/ �� ---�---- ! � 1'ConC��Sid�rolk � � � � � 1 �_ � S�Toptrs � 6 Ploin � 2�p° � � Concr�t� ,f Stonda�C Roll ,urb _ t� � � �— �� � � PR�VATE DRIVE WITH ROLLED �� '��:� CURB AND GUTTER WITH SI�EWVAIK � �y, Flowiine El�v. Ertry 20� j From R t o t �p' i''�nvat.El�v 20'Mox. Inv�rt.Elsv. �2' Min. � �� End Section s 12�� Mi . Diart►. For R. C. P. � IS��,,,�Ain. Oiom. For C.M.P.(Min.l6 Gauqt) Draincps Aiea Above '�% �� Gonc. Or Bit. ����. �'• b Pipa (If Known) '�' vtn+tnt El�votion To Motcn � Eaistinp Pavem�nt �A PRIVATE DRIVE'`'�,WITH OPEt�}�°DITCHES ?,t ,' e � �/2��Prefo►m�d JoiM Filler Requir�d ,' Fw Cont. Oriws Only 20' oY. 1 Min. �2� M• t T fT' _T _T" —i � T 4' Siaerolk ���� ���� Slop� of Drir� Must B� � � Toword Strtet to MoiMain ,y�Jq �tia Gutt�r Lin� I/2��Prtiormtd JoiM Fill�r � C t. a git. �'�c I/2��Preformad Joint Filler TAru CurDs ot Rodius Pofnts Thru CurDs ot Radius Points. C rb PRtLAT��ORIVE WITH CUR (lntegral,Comb' ed, Monolithic or Straigh Curbs) � GENERAL NOTES �'� � f.Cross-hotched areos sholl be ,�iher 6'� plain concrete or I" bituminou surface on 2�� bituminous baae on 4�� typs '�p�� compact,�`d aqqreQote boae or I�� bituminous surfc on 4�� bituminous coated aqqroqate bcae with 5D •tqA� exte�dinq fo th• sidswo4k or R/W Line wh hever is necrest to the roadway. �' 2.Metel or Concrete �ection ahall ba constructed on all pipss. See stando a tor pipe droinaqa atructuros. �°' a 3. Sub9�ade undK all curbs,sidewolks and drives. shall be compacted in xcordonc wifh section 207.02 of the atd,�'s�pecificotiona. 4.Sldewelks ahdl,��ie construcfed in accordance with iha opprop�iote siandord and sh I be continuous xross Ms dri�+b�way. RESIDENTIAL DRiVEWAYS 9�r�—�iD .Gi.��. - -- �-.��- �1' CFNfF E1101NEER �D+►�TE � , _ „_ S 0� 1� TE: E 3' I C TRl1CTI0N PLlSNS SNA�L � � INCL OE CENTERLINE PROFlLE QF T EXISTING ROAD BEING INTERS TED 8Y THE ENTRANC£. A THE PROI�.E SHAII. EXTEND A I MINIMUM bF 500� EACH DIRECTION FROM ENTRA[dCE CENTERLINE. I j� � � s' ��� ' I .� ; .,,.� � e U , a � � ,�* 31 � � " ' �; '°.� �� o - �� '', ' N ,, � t � '� �": � s � ``a � � ¢ .1 _ , T_0� ; �� ` ,. � c �� s7° ��� � i t=ED I- 3 85 sTU+o�o r� 16-01 NOT TO SCA � 9 \�� � R/W VARIE�S R/W VARIES ,� � ` 5 �-"�y f�r. e�tc,£ 0 ---- � =.w � �.v � - i �;1� 12� NEW ACCELERATION �`0 DECELERATIO IANE r -- EXISTING LANE OR�i�*ANES ���� 12� PASS,NlG BLISTER QN � �E . � I�o' �'r 7 S' 7 s' _ ,_ �l at r�nutrsd for �p�q�nd dralnac• _ _ �SO�ARTERIAL ,�' IOO�COLLECTOR 7�� IOCAL A. 2� CURBS, ;�' TYPE, D.OT STD. PLANS 1 Z-01 � 12-03,12-04 B.PAVEMENT,.IJOINTS PER D.O.T. STD. PLANS tl-Ol�tl-02 G PASSING .�LISTER WWEN REQUIRED �` O.LANE WI ENING SHALL MATCM EXISTIN6 PAVEhIENT SURfACE TYPE �' _.. . . ,. �AINt M RESIDENTIAL SUBDlVIS1 �1 R N r'' THOROUGHFAR 2 86 ZE METIDEWCHIEF ENGINEER p�TF '� -3/- 9 � fTAMQMO C PUT`l Dt1iECTOR � , pRTE " � � � � APPRO�VED. '�i4- � —1 �IRECTOFt QAR; -. •-- PAVEMENT �,. .� ,�'.pRIVEWAY ,_ r �� PLAN VIE�' StDEwaLK -'- =" , __ _ _ `� v SIOPE SIDEWALK TO DRI VE ( I'�pe► 1t max ) ,�E�E T A-A /� � `/ � � ', 3 SLOPE TO MaTCfF, . � pRIVE APPR ACM $IOEW�LK ( I/��� p��=_it max.) ° 3 a ( 1' per ft. max.) � � W � F- i � � �� �.,,i, +g�% max. �_- y ,. _ . _ _ - � � � � � � _ � -- - - � � '�.eiC -g,% mot. � �������� � _��a�____ 1. I� LIP TO MAIMTAIN GUTTER FLOW SECT. B-B _ h+-- L—+i F�---- L—+1 R= S0� � .�..5 y � w / _��� r' � / � � � ��; �'� ' T=�.. \` � i � I � �.. _� � • ,�,,.. � L � ; � � ,�y... _ J � r- L y� i- �� � � ; \ � �� � � � F.A r ',� 1 � � ,�� i i � �-� -�� .: -'�. / !� 1 I 1 � / � / \ � � �; 1 . � I I � �O�R. I i� �. ., � / I I � \ � I � / � � '� IO� R. ��� �� � i I I 8 �� �� ► � � � �,' � I D � w I` � 1 j ,� r � i i;•� I I 10 60 2o j j�, I I ' �� ��� I � �� � I IS 60 20 � �'.I I \�I \�� I�� �, � I i t, I � � � � i 20 5b 15 i � j'' ,, p � W A B � � �'� i� � � I 0 60 20 30 5S 15 � � � 10 40 15 IQ SS I I I � �' I 1 I � I ;' � ( I � i 5 60 20 � I i '- I � i 1 I 15 45 !S 10 54 � I � I I i � � I I � � 20 55 IS � i o i zo 5o i5 is ao i I I I I i I ` F-� D�i I I I �� 15 �"- D-'� 30 50 15 20 I I 1 i �,'' f••- � --•i TYPE- I TYPE-2 TYPE-3 (ALLEYS ONLY� (ALLEYS ONLY,.��� (ALLEYS ONLY) DES. VE C�E w L f ,�—, � �uto 4: �o' 60' QENERAL NOTES � 1 I 20 D E L. T l I U 4�,( 4 0', 8 0 �� SINOLEUM� 5a ��� � �� � I. 0� •tr��t parklnq ��all b� ��..J Q.' p►ol►iblltd In tA� riclnity � � ! ti`' �-w � ot t���inatlon�. � \� � I��` _ �`� � 2. Warnlnq tlpn� thall b� Do�f�a �` � -1 T ��.` �.� ct �ntrene• to all�y,►naleotfnp �/�_� � 10 ��' ��� n0 outl�t. V I �' ---� � /��,,�.1��-� i� i t-- a --� / �� i �i / �}�I � ; �� ; �J9 ; � � ; �,( i \ � � �-^ � / � � � A \ '' r i � II � 1 � ( 10 IS i r � h � , � f � ,S ,4 �� �� � � � I I �` I� x F'�-- D—+1 20 S Q � I � a 30 0 � �I �� TYPE F�4 TYPE-5 (ALLEYS :ONLY) (ALLEYS ONLY) , , - a- � �.� � � �� TY CAL DRIVEWAY SEeTION Rf��o AI.LEY TERMIN/tTIONS REVISED --�-- For �xlttin or r�built cllt s onl RE ED/CHIEF ENGINEER �� 1'3�" p� �A��� �''�" R@�OMMENDED sTA"°"'�° "a��" 0��►ENOED70EPUTY O�REtT�pR � - CHtE� �EN61N CATE ' APpao�o -� - 9G I 6— O 2 APPFtaVED � 2 2- o z�*�. � �� ' � 11tiCTOR . OATi '.,h �� . �� i ,' � �/� 2��X9�� W000 RAILS ,s� waiTE w :F �A�� � 4 �X � � WOQO POST 2�' X�" w000 BR 5 '� ( 2 PER POST 1 ' �n .��GS ��iPER POST� �� RESIOENTIA� STREETS ONLY .. �' w �MMA� � 26�-0�� TO 36�-0�� s FR011 CURS TO CURB .�t __ *-� ' I.S.H.C. SIGN xR-I ,f At ( � t_ IQ� MIN. i 2-0 I � --------- i � � I 4'X 4' w000 pOST , , y�� � THRU — 801T5 6" LG. - wiT►� w�S�+ERS i" x e" woao RA��s GRAOE LEVEI .„ � � GRA�E �EvEI 6'-0� �/�� STEEI R.ATES ; o= s" x a" w000 Posr '�, � ." x s" w000 PosT GENERAL MOTES �I A�� w00p POST �NO SUPPORT 1MEIr�ERS �_JR�EQFER TO SECTION 800 OF TME INp1ANA SHALL BE Pi41NTE0 WITM TWO (21 COATS S��E�IGMWAY COMAAISSIONS StAN0AR0 �OF MIHITE PAtNT. SaEET�ICATIONS ANO LATEST AppITIDN OF LOCATION Of BARRICADE AS PER'LANS. INOlANA MANUA� OF UNIFORM TRAFFIC I� � REFLECTIVE S►+EETING TO 8E 1N KCORDANCE ��a- DEVICES. wITN I.S.M.C. STA'qARD SPECIFtCAT10N 9t2.10 • Q M�1EN T1# PROPOSEO EXTENSION OF THE ��SEE �.S.M.C. ST�NOARO Q£?OUR SIGNS SHT. 3. =TREET IS TO 8E e)LESS TMAN Tw0 (21 YEARS USE TFIE SANOSAGS ON POSTS �)aItEATER THAN Tw0 (2) YEARS uSE TME 6ROUMY 'OSTS. 0 _N _�__ � � _ :�:;���t � ; f {,: s p,, �' MINIM�;M OIA.IENS�CNS FIJNCTIQNA� t'�PE F�R MEOtnN CROS$QVER �AUXILIARY �ariES �rEM Ekv�+E57;vv�v Pa�►��Nr 9E':0*�Onar .`ILECTCArIGC�� �RtER1A�,P' niiTEP�nI � . - �- - � � � �i �00 0 SO � � .� �/' � Mr��+rtt � OnR7ED �� R�OU1�i J.A r0� r� 0��lM� ,`�e L�Ir� tMf. AR�� MM. �RL M'I �! R�O ru MIYq �R.r AR Yfw/f lrH �/f �1tJ�ll �'M • . � �f11�11� • � • �f*�/ �/f �R11 tfrT 17� . �A M M'�f* �• rR �f/�7 t� R rw yl�f� ,. .nww� rww u.a� , ,......�.. ..... ... .....�. .., . ,u �..r..�,. fA1A � �� rt� �f'�1 �C�T� 0� r�K �� �� ��S � � a�ww� �at � �w+s ev wa ..�.rys � � _ _..r/w � r�� � �C C � . r — � ' - - - I - �� � � - ._,a= �_ _ - N �` '' , ._ 'MM� : � o�riRris�► GI AUXILIARY LANES �'j-/o c,+�ef arau�e . TRY�QhT�T�p1 i / -ir -j�� STAMDMO'�, o�rt .,-,� y, 25-0 GENERAL POLICY ON STAEET CONIi£CTIONS AND TERl�QIiATIONS 1. P�rtial control of access to an expressvay shall be exercised so as to perm�;°� ac�:ss connections only at street intereections. ; 2. ParC'ial control of access to a parkway shall be exercised so as to permiG'`ac- cess �,onnections only at street in[ersections. .J 3. Partial^�control of access to a primary thoroughfare shall be exercised.yso as to permi''Claccess to each lot abutting thereon by one of the followingfineans: a. A par�:llel street supplying frontage for lots backing onto, but'separated Erom sa�d thoroughfare right-of-way by a screen planting or bu�fer strip. b. A cul-de�.sac, or series of cul-de-sacs, entered from a scree�` paralleling said thordvghfare, with the terminal lots of the cul-de-sa�'backing onto the thoroughfare right-of-way by a screen planting or buf:er strip. c. A marginal ac�ess street separated from said thoroughfar by a screen planting or bu`ffer strip access to the thoroughfare be' g provided at points suitably'�spaced. d. Any other reasonable means necessary to control the �umber and location oi intersections with'•such thoroughfare and provide a�rquate separation of through and loca7 v��icular traffic. As a gener� principle, intersections with thoroughfares shxll not ezist at less [han uarter-mile intervals. 4, Partial control of access co a secondary thoroughf�re shall be exercised so as to permit access to each`lot abutting thereon��a provided in 3a} b, c, d above, i'` 5. Partial con[rol of access to collector streets:°'shall be exercised so as to pe�it access to each lot abuttit�g thereon. 6. Partial control of access to loca�i_streets �s"ha11 be exercised so as to permit access to eac h lo t a bu t t ing t her e o i�, 7. Partial control of access [o a cul-d�e-�a�t�ahall be exercised so as to permit access to each lot abutting thereon. `P�tivate drive access for apartmen[ com- plea or condosiaiu�s to a cul-de=sae rt�ia21 cot be ��caitted ezeept as sham on DOT S[andard Plan 22-04. Note: Items No. 1 through No. 6 are excerpts from Subdivision Regulations For Marion County, Indiane'(ORDINANCE 58-A0-13 AS AMENDED). DECEMBER, 1963 W Q Z Q� o�c� w QuQ��Z���� � cU/� � � ~ � ��= w U � � �d�i o Q� U ' ,a ' � , �- °��� . ' ' y� , �: ��'` '��'<� . a. + . � > � �. , , , �, �. _ � �` �, � - y,. � � ���`��� �� , `� > , � t �,� ... � ' " ,r: ��} ��,>., �::�� � �. � � Z O � W � , , 0 � � �t', � 1�1 � ll- ^ ` � U �� �i � � w --� U � � J ` w z � ' � � � GEN�AI. POL_ICY OPQ STREET �C�NNECTIONS AND �` �}_�._ O w TE MtNATlONS ' '�"'�0 ,' � lj = � � ' sTa+ � � � R�OMMENDED � {� .-� � ` . . �" �` 22-0.� 0 � ,��o -, ,,_ ,-. _.�_�:..�.. � .� .� - � U � � � ��_ � �--- � J ,� o � _1 d � � � � Eo�ffr �r �d�wo%t ,�wh,ce c�� �,.a � I a /�' ;' • �' �:.� .: . . • � • '� � •�r� : �: •�'..� • . , ,� .R •� � �. . I: ;� '� �'�99^�90�� � � � ��: . •k . � , �, . . • ' ) � , • �' ' •'1 '• ,, •�� 'I . . . � .: '. . ,o�,oE .NArE•P/.4L ' �ll� �� ��,; : � �,� Y_ 7�� .c� �::� , , �: '. • • � � �,,• s�,o/r TeYf,pe�«o/.rrov.ss�-y ,�tvrvv� �'o� c/vy c�nc�e� CQ� ru vf�C7' ?lef4- i',' .�ic �r �J� ���GjD � �c.'10''�����,O��f ✓ � �' � P��E u�vOt�PO.Pi��iv �ry,o:co� /n.ssa✓ro�:o�,sJ i�v1T,��L.lrio�v �P�OUi•ve0•� Bofh s%dcs of a// por�rr,crrt, un/cs5 woirsd in w�iliny bc� tht D��4rfrncnt o� T���t�spor'tQfior�, � . �� � • 1 � � � � N �� �r ^ � � f: '� M�1► . �L.__ � / _ _ � � a � � 'd 0 � w c9 � � � � m � � � m � W If� � .r SHEET �f����� OF �J ��'�G'G � WORK ORDER N0. ��iovl�! t DATE DRWG. N0. �j yG�!!` I I 0 . J � z �� � �� Y 4 � e�►cK oF cuRe A � � � � " '� ������wu .=; h .� � �' o o Q � N �� _ :� ,� Z o � `.0 � 2�- 0" MIN. 4�•0�� M I N, �� � ';.�� � p C . s�dewclk ; , ' . 11 .�;:*-,�, 4 , � � O GRAOE� lawk5 �J °��,` �' `?, � � ; '� � (� ` TOP SOII MIN. • • • . ' S1 EN�ALK . • ..- • ► MIN. � TOP SOIL Sj(�Q SiO�JB Vdfi@S � � ,.� � � '� . ///� 'i ��/�/ii///ii /i /i i CIOSS A COf1C. ro - �, � ,� . �'` � .; � � I � �, > uniformly b a maximum af � � '`" �s = � , � C � PREPARED SUBGRAOE � �� Sid@waI{c PIOCQ EX nSiOn - ' "° '� � f e�cxfi�� � � 4-fff of Gutter Line S�d� Slope Varies p° �:. �� �, � Joint at Bock oF -. ; 0� O t � uni form l y to a m axi mum � = ' "' �,, ` ' O� O PROP£RT7 LINE ,,: � " B . Ram B �' ,' ,.• IO �• I CUtb LIf1e Of Ot N, � `� ��, , ,. ,� P 1 a c e E x p a n s i o n J a n t a t B a c k o f � 4-�#�- o f G u t t e r t � r� e p Sidewolk line y .• , �Q � � � Ra� ��% oF Curb Line or at Sidewalk �� •. 1 � � , � _< `� ` '`� C. �,,.- . V � �' �' Line `., s ,. ' , \ ,_. ' y• n O 1 � :� I,, ; �,,. � � ` '� ���.z�+� , �,. ,;' �� � � � � ` R, TYPICA� SIDEWALK SECTI ON ;' �,� ;,' , , � �• • � � NOT TO SEALE Desirable Romp S1ope 1"/ft. Class A Conc. y � Maximum J.-�3''�fY' l2 � 1 Des+rable Romp Slape 1'/k A� O � � ( See Notes sheet 3 of 3) A LAN VIEW M��m ��� j2 �` PLAN VIEW � � 1� THE SPy►CE BEMINO THE CUR9 S►1ALL OE FILLEO wITH SUITABLE MATERiAL TO ( See Notes : sheet 3 of 3) ��� �• � 7HE REOUIREO ELEVATION AND COMPMCTED IN LAYERS NOT TO EXCEEO 6�� IN DEPTH. Pd���� r ROmD _� S�VNOIIt Povament �� Ram�_,�� SiC�fM/allt � ,�., � �� SUBGRAOE UNOER ALL CUR9,SIOEWALK� AND ORIVES SHALL 8E COMPACTED IN ACCOROANCE � �` � � WITM SECTION �ZOT. O�t OF TNE STANDARO SPECIfICAT10NS. , • p . � ' ., ., � . � ,. , ,.• _ � �' � � V �c��-:�.y� j' s;��` � � \ 19 ` z0 t^ (f} 4 �Q� '� �O� � cn Y, . . 0 � � rVar.� I w,� tfi of RoiT,o Va�l Se�tion A- A S►dewalk 1 Var I�V'�th of �. _ I �i .r '� � z � 0 3i�'� M�n. T—�:4X Min. � � ° � � � � � ° a ' � W Section A A , , . , - ,, '^ ' _ 8 �,• � � = W � � � y ° � � aNC � W`` Corttroction joint (tYP•) Conhoction jant (typ.) � '� C d= 0 = � a o _ i ,, J•, ; =� SeC�IOfl B B � I � 0 N � : < y� � _ ' . . ' � " Section B - B - . � _ � N -� �.. . �� � . � . �y �a � ...: •,��,..... �.,•,.�. �.at•'�.:.`- '-�..,, �. •:= ,.� ;.;:'�. _';•,' � , ;'.'r, �... . r:'_ .. `:�:. �. ,t. - . . .i:.. -0�• 9ETWEEN TRAN$VER$E JOINTS �°C.. � _ — '.��: � $ettion C C � � Su Section C- C ,y ; � - p' SETWEEN EXP4lStON JOINT3 ( MAX. ) , A. �� � ,� � Y � •� � , r.. , �" �4,• :,,�..f�..'� :t � �1r. . �. � ..�. _ 4� .�� ' � l: ' . �� •�' .1"• .'. .: ��. � .i. } '+ • � �,�' ,. 'i. � �. � � ' .� w i f--� `.r►, w'/�•.' r.� � •�' �;. �� 'r.�• •�,':,� .'��. . � ���� . �.,�: .,: .+'. '�`'.'.•, '.�'., .�,''. i. ..+.; • .�. .�. ♦i�. :4. J�• �. ! ` -Q/;i�i: � O � � `t �� �` :� •�...�. �TM_. ��)i.��� � f-. � �`• � � ` •.�.1. A.♦ ^-�r �' ' •� � � �" � N. i��� 1� •( .. . " �� ,~ ,� �, �• � � . �� � -J ' ` �� �. � CONCRETE SIDEWALK , . � �' � � `�'� ~ � � ` �� • .. -••� .. +.r+ ''�. �� Q .�; � NOT TO scA�E TYPE � '� Z ... $` Ss� Sheet 3 for Notes TYPE I See Sheet 3 for Notss �_ � � � �- w � - . � _ � � ` � dEWAL K DETA 1 LS��- R��� SIDEW K RAMP FOR HANOICAPPEO �+�o SIOEWALK - MP FOR HANdiCAPPEO �+s�c �� Z � C U• P B c� 0 / N T O E T A / G a c o S I — � o � .� � R Q O M I Y�� l D E D .. sr�orueo ruw R� p� A M L� N D E D --- _° sT�� a u e o �,�,+ RE�OINMENDED s T�► u o i u e o R. n►+ ROCOMMEN�ED s r,► M a u � o R� w �� O = � ""' °�"�' °�� 1 Z 04 . � E�� o�� � � a - o � ��► `�»' �►n 14 — O 2 �� �» � � '14 — O 2 � � �' �..0 APPRONED ' � APPRONE� �rt�c�roit ' o� ��E� p� �� �� Sheet 1 of 3 APPRONED �j :L� - �.�' o,�ccroit onTC S h e e r 2 o f 3 0 O � U � z� 0� FULL DEPTH ASPHALT CAtiCRETE �u � � G1PT10W G1P77AN � � 2 3 d � ` 4 5 I ' � � NOTES: ,. 6 d, � d , 1. When the intersection is not signalized Sidevalk Ramps shalt be placed on the �h' residential s[reet side only. When intersection is sigtlalised, Sidevalk Ramps sha11 be placed on both-residential street and Arterial street �ide. , 2. Curb cut ramps are-to be located as shawti on the plans or as directed. ` g, Ramps shall be provided at all corners oE street interseetions where [here is existing or proposed sidewalk and curb. Ramps shall also be provided at valk loca- �� See 51Q'Shi �2-O.j �O� 9ene�0� /�OfeS f� tions in mid-binck in the vicinities of Hospitals, Medical Centezs, and Athletic �,e � See Sfo� sh� /2 Q.3 fo� ge�e�o/�ofes � .�� � S,`�a' Shf !.:�-.�,� f�rJo��/ s,00c��,g de1o� /s � '" S tad iums . ��.Se° Sf:�' Sh1 /� -D/ foi- �o�nf s,00ci�g d��o��s p ) z � 4, Surface [exture of the ramp shall be that obtained by a coarse brooming, trans- LOCAL STREElS (241 —�v / � � � verse to the slop� of the ramp. , �, SideWalks shall be ramped where the drivevay curb is extended across the walk. shall be taken to assure a uniform rade on all ram s with no breaks in '� a � A ~ 6, Care g p ASPHALT . PHALT ASPK4LT � grade. 7, Drainage structures shall not be placed tn line With ramps. Except where exist- QL NAT/VE/ LTERNAT/VE2 C�� C�R� � I (d_ 7 �/2 ) � ALTFRNATIVE p ing drainage structures are being utilized in the ne�r construction, location of the fd.d,= B"�4"J d+d,=6'./2"=l8"J � � ramp should take precedence over location of drainage structu�e. � g, The normal gutter line profile shall be maintaiaed through the area of the ramp. , � I'SGRfACF I'S /"SL1ff'AC£ ch sll GUt �y2 �Jl AR ,�R; �ll QR +p2 4=6 es S�/r' CONCRETF ON� .. z cti 9, Expansion joint for the ramp shall be a maximum �" wide: The top of [he ioint filler for a11 ramp types shall be flush with adjacent concrete. Cxislin � and sto line markin s if used shall be so located ts ta stop 4�,yJ,�, �- 9i-p�jnp�/i� Z 2�/i'B/HDfR� 2'BIAOIER+r9 � 2'�YIOIER+�9 4,�'CU{I°.AGGR � 10. Crosswa2k p 8, + r�s� � traffic short of ramp crossings. VO/i06 C � -4�m�n. %2"o�efo�in- i � `' 11. Slope of ramp may be modified vhen field conditions �+arrant and vhea approved � � o�n f 3 �'9ASE�r30 3'B4SE'�30 3�AS£+r3D � �% '� v0��o /e ����- '4 .5✓o,oC /.�%f'!' +� � � by the Department of Transportation. 9�ed� ow�.9 r` �"4 � _ '. 7 /�/y� �.�.p � � N '� ►' : . '. �C'. �' � �%%�X. J 1..NR-. �WC ,`.,� s y � O,o SO � .. , . . A :-� .: , � • � ` • � • : � : 9/o,G1..� 4 � fSlZE No. 53J �-. '�� P� `� :�•..,•:: :. • �- • W � �•'� corn�cfe�'�ubg�de �b _ �� 9 ayc 5 '�t,�t SrsZ�o.2� '+c'd � w c� � _ .'� � � boc'.t'!'�// �.: � — — -- cx��1�n� g��xr� � z � w � a,� 6 N.A. Nd �� �'�, � vo���ob�e� \ �Onu/Or t>OC�'�// �` � =.` ,Oro,oCrfy //ne� , 9 cxi3fi� . ' --� �-- vo�iob/e � g�o�� i��� � ` , � .� - , . . ". . ! '` . ;-r �r , � �� ' ` „ • ,� , t . , �� ', .,,� = e';•�,�q�• a; 'L/Mf AI00/F/CAT/ SNALL BEBfTWE£N.i% AN 6X BY WEI6Hr W1TN TNf SO/L FAIPfR4T!/RE �5' OR ABOVE NE URfD 4' OOOmmJ 9ELOW THf 9 ADE SURFACE M7TN THf A!R TE RATURE ' R/SING, ALL N ACCORDANC£ W/TH TNf LATEST AAAE D VERSION DETA/G A A OF THE/N /ANA DEPART,IIENT OF TR4NSPORTATlOM'S ClAL SCO /e : P"_ /O '" PROV/S! fAR L/AlE MOOIF/CAT/ON. � - Sc�o% . /2 = �' - - - - ��,� � . SGY�/e : �/2 "_ � � � . . , _ SHEET • ,�NOTE AQD l" Tt7 ALL TOTAL �ITI�US AIVD CAA�CAETE TFN�CX]I�E'SSES' � . , . . , ., ' . If ANT/C/PATED TRUCK TRAFfK !S GRfATER THiW /0%. I \•/ � l�� � .. , , �F ����T�� -� si�w,�,�,�c � FaR E,u,�u� .�A r;�. -= o S�OEWALK NEXT TO �,G��E,PTY L/NE Rtw�o _ S/OEWALK NEXT TO CU�PB ��o r` PAVEMENT TYPES 8 THICKNESSES ��� �x WORK ORDER N0. RE�OMMEN�ED ��++o�o K.�w ��� sriwon�eo ruw RExOM1�N0ED � - � s�rn,�o�uee R.�w �� � �� RECO, MENDED 2. �-Z 7'-9¢ ���"r' ��j���1 c�sr 14 "�^G � 4� 03 ;4 � nP�c �,.�. �� �►� � 4- 03 A ROV ED �_ � 15 Ol : oATE APPl�O'VEO �' - She�er 3of 3 ��E� a� Sh�f / of2 � c � Shc�f 2 oj2 � � sHEET t oF 3-,, � ,� DRWG. N0. °1 ��ti 1 I � �� � � f � �� � �� ` >�' `:� �, R � 0 . � m e� � " - � w z Q� 40C � � ` T'EP'� ''C" JOIfVT F9R F11LL-WIDTFi CQNSTRUCTION Q 4 � � ° � � � � � . , _ ' , TYP£ "B" JQIWf FOR �AL�F-WIQ�H CONSTREICTTON � � � �'_ � � �= W u BORC - , - �' �°o� Qp� � � .yt/ � � A 8 , , � CF�4WN f %4"-FT�.� TYPE I � ' ROLL CUF�� ` ��- ' � � � � R= 20' C � ; , d . . . � � � 0 � � , , ' _ : , � o��, .� r � � . - ,Q � O Q� � I' MIN. '� � � `h � � ,� i ' ' � "'' .. �. � � � \� � d+4' �� � V�� �O C C 24' 24' �� �\� � � SHORT LOCAL STREET =� },, ., � � �a� �j � 8 ,.»s C � �L L � , � �l � � � � h � °� I' MIN. �--- : � �`` ,�o v .� O � � V � U C � 6' TO 7' 6' TO I 0' 6' TO I 0' 6' TO 7' � l � � ` `� � CUL-DE-SAC nPE I TYPE "C" TYPE "8" TYPE "C" '� � J �O�a .� � g A FULLY PAVED d JOINT � JOINT JOINT ROLL CURB � � � Q o�F �,� � A � � o e 0 ap� � 0 � R_ 20� nrorE � Z � � p V V `�� O�C � _ i. SEE STD. PLAN II-02 FOR - EQUALLY SPACED d.4"� ( ° � 0 � � � V � h�'0 E DE AILS REFERENCE OF JOiNT 24' TO 34' � �l � � �a � V �\ 2. TRANSVERSE JOINTS TO � LOCAL STREET fl RESIDENTIAL COLLECTOR STREET � I � � p O � �� 0 F I R S T S T R E E T P A V E D � E X T E N D T H R O U G H C U R B. � � �a�0 0 O� � 3. SEE SHT. 3 STD. P�AN I I-01 FOR � � � � CROSS SECTiON JOINT 8 � , � � � �� � V A • _ - LOCATIONS. I � � C �, ,� � V � h 4. SEE SHT. 2 STD. PLAN I i-01 FOR I i v � �� C �� �j�; C CUL-DE-SAC JOINT LOCATIONS. � 8' TO 12' 10' TO 12' 10' TO 12' 8' TO 12' �i p'�. V 0� � � \ .0 V� � � �,C END OF TYPE "C" TYPE "B" TYPE "C" j v � V� �� � OPT10NAL JOINT DAY'S WORK `�" � d JOINT i JOINT JOINT � � � PATTERN � v � v� � �h L� s - � �,AS N`� ' 24' � v C� � l �,� ���_�) A I � J� C � ��p j d+6" � —1. T B i �. Q�,4 C �� ��C R- 2� R� Z� t I VERTICAL CURB � � � � � 0` p`� nPE 11 OR !II Q� � Q �\ `�p �U} N 36' TO 48' �� COMMERCIAL 8 INDUSTRIAL COLLECTOR STREET �.� � ��� oe �� ' � _ o � ��� 00 ,�� � a ` �t'� � � v � � - - - - -t-- CUL-DE-SAC z � �v � � � � � � OPEN C�NTER � ` � � � � � , � M/d' ;\ c � � C . A A - D r- ��� J -_ U � � � , � o �- � � � A TREET �o PAVEMENT JOINTS � PAVEMENT JOINTS � PAVEMENT JOINTS tLY1SID �� 0 w� TYPIGAI SECTION - LOC L S __ _ . ` � � n��� �"" R£COMMENDED . L j –2, � –9 ¢� STANDARD PLAN RECOMMENDED - �'°' , _ � � –�¢ STANII�I►YD PLAN RECOMMENDED /�� -i /– 2 7– 9 } STANDA�tD PLAN � � � ����� � ��_ 0� A3SL? MAIVA�GD�tL�1T �AT� t 1371ATOt A 3 7 11ArACiMIA17 �T= 11-01 O'c" f � � � Q- �� APPROVED � 11- O 1 APPROVED - O . ^ _ �� SHEET 3 OF 3 � Q ��Ep � APPROVED � SHEET 1 OF 3 SHEET 2 OP 3 DIl CiOt �� I o�� }_ � ��� . ��' �� � l��� � .� f; , � Prsmolded �fri \ � Flu�h with �urioa p � ��` %8�� rodius �,� � N d+ 2�� --,� �4 `4'4, / � •..a.�.•.v�.:.e:.. _� . �..,a.� �: ��� • •'��•. :.q. :4.:..: �► �d p � o•. � .pA. . . ° o. '0 0 �• dl 0 0 'O /8 ��4 �• a.• �a •A ' a .a• �` s�`,,\ � d' ' r . . .� •�. �,o. � , z � ��� � rr i �'� ��� �i z � 45 " � � '� a Q TYP£ A TYPE C �( �o _ 2!f • '�. ---- Q� � rn:/7. " A ~ EXPANSION JOINT SAWED OR PREIAOLDED STRIP `v t /8 � , � � lB � b _ Lonpifudincl or Tronsrers� 6� �� o � , � ?7i�7. p �; � ,i ' � f0� 30// \. -. 1r �r: � �' � cti � �, r' .. , z , � - : , � . ` 2 r � '`� To .�o,� ;d>, � � .• � r� .� 2 �� s�o,oe � '/!'f. ,��, T • � ,o ,� . � �� Fill with joiM sealer „ , Fiil withpinf sealer � � .`� '. , . '\'��` . • , , . , � � "' Expanswn cop �/8 rodws TG)o Sai/ . . . . : —r � . . . Exponsion jo(nt filter Lubricate one end " � � . � � � . ' . v � �f BOCif'�i /� �J � ``.` � � • ' � � t � . < . A�.\. ; �,\. . .+ t' . � ,� . � 4� � � �� '• s . . � ( i LOW \ / . .� * � '. �9 . ' . � ��lk BOC.tF // �,r.'`��� � *.� • ., � • . . • � � . , ' � � �//� ■ � �f O%/7�� � . . � . � � ��Ni � . \ , . .� . C/� . ' d/2 ' 4 : T °.' '" � . . -- � � �. . � J--- � � � . � . ' • f ' � . . . ' ' � � 1• ' a . d� �L . G . � \ � i .� � ' � . \�\1r . ��' ♦ � ,-�- � d ° . ,�. . -- , � � .c. d . .°. • ,.:• .° . -O• . .o �e . �. ,� .. . _' � ` . { . . _— . . . . . � --1 E-- . . �o • . � : . . -� W �Q . .. 1, o a• • • . , . . ' � d/8 � smooth dowel � � �"' i % " Butt joint formed �� � „ ,�C ��c .�r//---s j � � ' ' . " , . \� /� � � � .�� . �� ' \\ ��;' . ;, ,�� � ��� , m d/8 smoa�h dowei bar /' � � � h i;;1./ \ i � � y> �' � i �� �� 4 15 I . at 12 ctc BGC' . , , . \9 . V' /� r \��y r ��x S >�w�% ����v�,1���\ �\ W � I I. ct 12 ctr. bulk Mad 9 .�� . .. . � 5 9 % �! '. ' '...' +.� � z 'n Lubricote thi� �nd � . . . � . ; � � �� � Co c�ed' S�69r-ode� Co /ed Sv�rno'e � W � TYPE A- ALTERNATE TYPE D � � ` � � � � , �/ � �1 / � � EXPANSION JOINt TRANSVERSE CONSTRt,lCTION JOINT , / '� ��; \\ �� , \ . : � . �\\. ��� �� �o" � ,/ �� � , °� � C�rn cfea \ s��'�e , � �, \ 9 � , j" 24' /' ,� . !� ' I/8 rod{us i f�� Fill with joint sealer �/g" radlus Fill with joint sealar j *� S �� S�'d S� /2-03 fo� 9encro/ � es � _ � �, Q . _ � , . . � . . . � _ • ; : o, . p . . . , • . a . � J�'CG' �J1d. Jc f. /2- �' f � �O/%7f .9'�OOC/ � O'G°�p�/�9' -j I /4 �, . � . . d ' . � : • ,; • � � � .S ee S1d Sfi1 /2- 03 f0� �/�r'O/ /70fe5 �, j e : D: .� : d/a� : :o : .. o�. .'�� �. �`. •: � ,. �. .�- , . . . . a. . � . � .o: : ' ' �. �. '� .;� -�� Sec Srd S�i//2� fo�9��cro/nofes S� Sto� ,.Sh/ /2-04 �'or o��1 s c� defo�� f � � ° � d/10 Keyway formed by Keyway tormed �eforrr�sC tie bcrs -� '� � , See �S�d. Sh/. /2 G� f� Jo�n� •5l�xin9 defoi/s � S H E Ef fasteninq key toform fasteninqkeytoform I/2��m 30�� at 24'�ctr. SCp/e : 1�2 ��_ /' `� /�2 �_ /, J CO� � SC /e _• / �2 � / � TYPE 8 TYPE E � f �Z N JOINT TIEO TRANSVERSE CONSTRIJCT�ON JOIMT \ \ � I t ���� LOfM�ITUQINAL CONSTRUCTIO � �� � OF G>���T��� , � -� C MB�ivEO CONC�PETE Cv.4B �'' G[/TTE.4 �� WORK ORDER N0. -' ,. N�o CONC�PETE �POLL CU�PB �¢` GUTTE�P scu COMB/it/EO CONE'.PET CU•PB �GUTTE.P /Tt��c II,�J , JOINT DETAILS ` --- T � . . �,+o+ac �w sr�oNeo ruw MEIV�ED �'�"0�° MENDED c cMaNct� � o+�� sr�w ruw ��vO�il I � � on� 1 � ' 01 c�F �s+Ntot �� � � � O . �,: - ' � � DATE RE1COMtME�1QE0 � � � C�i E�,NE� •.:5 I I- O 2 ,. - APPAWE� - - - ' : D �'�E� � , o�ns Sh�et 3 0 � ,�ic�f / of4 0�� � o+iat S�cf 2of DRWG. N0. APPRa1lED i�crt�R �►'� � � + ��iG��l I . ;:: � �' ��, . � �.`� °�' � . � � � � � � � � ,� . �.,, ' • ,, . ^^K' . , •. •F ., . . � ... . . . . � C'{:.�a � . . . . � .. . . 4 - . j .�. y 2 CONCEALED PlCKHOIES � 180' tN9204-A OR CiT'f APPR�VED EQUAU 'S�i.F-SEALING' AP�ucar,,.� 'a ' ! r � � n. � 5�� C] ❑ 0���� 0❑�❑(�❑ oa Q � oa � O 0 � Cl ❑ aa o o ao ❑❑ 4 D ❑o O❑�D�O �qaaoo�,�� . �� inmiaNPp � ►., � NEENAH R-1077-A COVEn WITH NEENAH R-1712-9-SP FRAME WITH SELf'-SEACING APPI.lCA10N OR EOUAI. PER SECTION �.04 (G? 2' L�TTERS, RECESSED, FLUSii WITH SURfACE �fACNINED 9E1AR1NG SURFAC� 26' r-'� _ � 34' o� 36' ( DEPENDENT UPON O.D. OF RWG S�C�'It7�1 fN USE 1 SECi'tfl4� "Q - A" SAMITARY SEWER �� .FRAI�� 8 COVER - — �: � � uiNIMUM w�TH = �` ��A� TE� � IMTiAL BACKFiLL 6' OF HAND �•25��.DJ ' t2� P� REOU�1EifNT OF P`LACED NATTVE MATERIAI. 9JOlANA O�YAFlii�NT wiTH SOL10S NO LARGFR QF Fqp1WAY5. THAN 2-3 MtCHES �N OIAMETER �E�q(, COMPACTION WAI_lCED IN FOR COMPACTION TO 95y. PROCTOR QENSITYI ; y . �� 0 � � . _ ,. � . _..___ --�- �� �12� �8 CRUSHED'STONE OR �S CRUSHED STONE OR �8 p' � FRACTURED FACE AG&REGATE 1• #k6 FRACTl)RED fACE HAt� TAMf'ED OR AGGREGATE FiANO TAMP� WALKED W TO P� WAt,.ifED Pt TO Fi2 O.D., u2 o.D. • sp, `R �`�. PE� SP£CS. ::`.: . ; ,�:,�• �;: - .�: !'� •,:;:r.i`:_ i�L 0.0. 4 � MIN. � ` •� . . . ;.:.�:�� - 3" MtN. `�`�:�::�c�'�'�•:�.-:,-•::;: � � "� ► aEt.ow rt� aa,��a. � �j��,,�:; ,v"-, /; iif��%'�� � BELOw rHE 9EL1. l #8 CRUSHED STONE OR #R8 fRACTIJl�ED fAGE 4(�iREGATE. BELL HOLE IXCAVATED Prr� sizE e• ro i�• ie� a ov� BEDOWG BEi.OW THE O.Q.h4 Q.DJa P�E BARREL 11�:. � 4' ►JI►X. - 8' � BE��tt� DETA� P'VC , HDPE � PVG C0l�P4S1T� P�P� NOTE MANHOIE STEPS SHALL B€ POIYPROPYLENE, PaLYPROPYLfNE COATED STEEL REl1�}PbRRC1NG OR AN APPROVED NON-CORRQS�VE FiBERGi_ASS MATEi�AL THE COPOI.YMER PflLYPROPYLENE SHALL MEET 1HE �E�InRE�rENTS OF asTU10-atoi RElNFORCID wrTH DEfARMED 3/8" Mit�l DIAMETER ftElNf4RGNG STEEL CONfORM- ING TO THE RE4UIRf1r1ENTS OF AS1b11 A-615, GRADE 60. / NON-COATED CAST 1RON STFPS ARE MOT ACCEPTABI.E. SEE ADJUSTiNG � RING DETAI L I� (FiGURE 5-4A OR �vQ 5-48) -�� BUTY� RUBBER BASE EXTERIOR BAC�CP�ASTER MATERIAt. l/4" ± 1/(6u MIN. THICKNESS FROM 2' BELOW TOP OF CONE TO CASTING, PER SPECS.. � 0-RtNG GASKET BETWEEN ALL RISER AND CQNE SECTIONS, PLUS U2' EX.TRUDABLE GASKET �( KENT SEAL OR EQUAL � 6�� LEVEL, BOTH SIDES 24�� OIA •5"MIN SEE NOTE ABpVE FRAME AND COVER AS SPECIFIED ( SEE SECTiON 5.04-G ) PRECAST CONCRETE ADJUSTER RINGS 4"MIN-12��MAX �SEE DETAIL ) SEE SECTION 5.04-K . 7 � /// ' /, / � . : - : � %/ � ' • -' • �• �i,����������/��� �� � • . � • . % %////////////1//////1 %/. �?.�t:::t �i='�'il:t.�.•7:'r_°#: �;,C°� s:`• : � ��•,� � � �• . . : � • � ECCENTRIC CONE SECTION NOTE : MANHOLE CONFORMS �TO ASTM. C- 478 , JOINT CONFORMS TO ASTM C-443 MIINIMUM V2" PER FOOT SLOPE �PRECAST CONCRETE SECTIO NS #� 4 0@ I 2�� O.C.- B.W. � I I A MINIMUM 4' DIA. PIPE CLEANOUT SHALL BE INSTALLED WITHIN THREE t3) FEET OF oUTSiDE BUILDING wa,LL. A PLUG SPECIFIEQ BY THE PiPE MANUFACTURER SHALL BE USED TO - EN�URE I OOyo WATERTIGHTNESS. I � 118 BEND I — — � 3' FR�M --� BU�DtNG (TYP.I � —�� , � � I, alt�il� TRUNK LINE LATERAL MINItti4UM SIZE= 6" � I �-1I8 BEND ' � BUILDING LATERAL MINIMUM SIZE= 4' � I � I i� � t � COMPACTfON OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. IF PROPER COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6' . OF CLASS B CONCRETE AROUND I /8 BEND. SERVICE WYE I . I' C.1. LOCATOR ROD OR MAG- ,,��� \��, NETiC TAPE INSTALLED PER � SECTION 7.02-C I PLaN VIEW � I t�"J. LL= 30' RIGHT-OF-WAY l 1/4' PER FOOT '�` i UNE BELL H�LES SHALI. BE �ROV�� � �'E ELEVATlON SERV#CE CONNECT(ON FOR SHALLOW SEWERS tLESS THAN 15' DEEP) RIGHT-OF-WAY � . L1NE ���� � �� (r�-. -_,_ --,---,. � ��� •� r��� i� ^y ..., . � I:j 6 HOUSE � LATERAL 1 �.�: � :; I + I�AIN SEWER LINE ( ` ��. w PLAN , MINIMUM 4' CONCRETE ENCASEMENT fMl�l. CONC. STRENGTH OF 2500 PSU CLEANOUT SHALL :� BE INSTALLED WITHIN ��`-� OUTSIDE IWA,LL S ' �� I I �o...�.: ---- — � ���" - - - Is •:.:. -r'�� i. � • I � I 6 HOUSE ;�� LATERAL I NO TES j l. NORMAL LA TERAL SL OPE IS l/4' PER F00 T M4�NllAl LA TERAL SLOPE /S l/8' r'ER F00T 2. MII�Mi(J,N COVER /S 4 FEFT OVER PIPE CONNECT TO � EXISTING --Y . ti I" C.i. LOCATOR ROD ,,,,_�; �.-, �- SERVICE OR -' OR MAGNETIC TAPE ��� ��`�`�` � PLUG FOR � INSTALLED PER � � FUTURE ' SECTION 7.02-C � CONNECTION . � �� - - - - - 1 � ��� ���.�'`� : .. ,� ^�.'�� . -OF-WAY , . •.I .�.��;i'� �� �. RIGHT �: y I LINE �^ :: �_.1 � , 3' FROM � '( � .I 6' HOUSE � BUI�DING � LATERAL I• I . . . MINiMUM 4' f : � " CONCRETE , ' � TEE - .:;j�''� ENCASEMENT % � :1 (MIN. CONC. ��,' \����� ,, �� ..: � °.�`�BEDDING MATERIAL STRENGTH 2500 PSI) . �. �. �� :°:: . .:��� %;�, -��,�.= x �� � �� � UNDISTURBED SOfL �/ °.I'..a ' '•:.. : �`' /. 45'-60' (UNLESS �/1�:� �. OTFiERWISE DIRECTED) �4AIN SEWER LWE ELEVATION SERVICE CONNECTION FOR DEEP SEWERS t 15' DEEP AND OVER ) P�ACE I/2�� DIAMET�r. �.. �����„�" PREFORMED GASKET MATERIAL IN EACH KEYwAY c sEE DETAIL ). • � PRECAST CONCRETE AO�1US71NG RlNG OR FLANGE OF CASTING. NOMINAL ►/2" BUTYL RUBBER BASE EXTRUDAB�E PftEFORMED GASKET MATERiAL (TYPa SEE SPECS. GASKET DETAIL � , a... . , ::p�.:.•a .� . ... . . . : o.'• ° : �. d. • D.. " : a '' ' 4'�-12�� .. ..d .� . • ' . ' •Q P. . Q ,.7;�p � • . .d: ..,�,;'O . •A.'. D. , d : .a. ...•.o;•••• = �•'• � °' '''• � I /2' 24' LD. --� � • 27 3/4' � 34'�O.D. . SECTION "A-A" ADJUSTING R1NG ,� �� • ,' ` ,� \\,;. �;, � MINIMUM �V�OTH = 3ACKFILL WITH CLEAN 1.25(0.0.) • 12" GRANU�AR MATERIA� /i/?` #8 CRUC1iE0 STONE OR #8� �, FRACTURED FACE AGGREGATE - HANO TAMPED OR WALKED IN TO i 12 O.D. • 6", PER SPECS. \� � 4� MIN. �?'. � f BELOw THE BARREL 1 /: PER REOUIREMENT OF IN0IANA DEPARTMENT OF yi�t+wAYs (MECHANICA� COMPACTION '� TO 95% PROCTOR DENSITY). � � , , �. �•�• #8 CRUSHED STONE OR � � #8 FRACTURED FACE AGGREGATE MANO TAMPED OR WALKED W TO 112 O.D., PER SPECS :::::'<:,c:;.:;;:, 9 :>��:.,.��,;,:". �. �/20.0. .Y= .;,..::�:. :.;:: . , - .... .... ... ......F:r� ' � 3'� MIN. ����.����,, I BELOW THE BELL l #8 CRUSHED STQNE OR #8 FRACTURED FACE AGGREGATE, BELL HOLE EXCAVATED. PiPE SIZE 8' TO 15' IS' d OVER BEDDWG BELOW THE OA/4 a.DJ4 PIPE BARR0. MW. = 4' MAX. • 8" BEDDING DETAIL DUCTI�E IRON PIPE � � � � Ll.� U � � �� � �� W V ,� N� p 0� W 0� 2 r > � U �q ��� .;� ;�,1 t`��� ��et§�+Yia:�,��� . �' �d � �` � ...�...,,� .�� � .� ,. - - � - � � � �. � . •, , . � �-, • �; � � -�, . , c� + � .. . h:x k. � "y' : 'b . � Y `�� *`4 ' �,; � � _ . . �. i p .: ,'P �-0���=r 'y� *�., -� �ti . rY '� . , s63e�� �� •'� '�\ N Z 0 � � � 111 � � V L`�, l.� � � � � � . � 'n � � vl � F— w —� � z � -- w � � � � � � � L �,� V W T � _ � N J-L1 � � U� Q f-- � _._l o� �� �� � � � r / '1I • � -" , � f � .. � f r.. ./ � � � � � '� � � � � 0 � � � � * SHEET �O�.l�"fi�+-h-i OF �,/G�.I'f�,�I WORK ORDER N0. ��►�t1 DATE DRWG. N0. �I�lvsVl l � �G �,h'(IG �,�.d. L ��'�(' i�� ..,b � r�5 �JG� AD.J��' I'"� R��� G�i �- ��, -�oc•as Wu- +�►�,+�T �(A�}►-bl.� �(�Ph AF ti�� � Fi Eo' . 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M�T�' �U..1�1�� ��f�h� � � � Q N � � %/cE .r c.�sr«/G oQ G,e�or� �F,e,9�+tt .9�s' SPEC�FrEo : r�r1� F-bl.E ��'(5 . , To �Ttft G�� . . .3� o .. • , . . . . �--�-�{ ... .�• .. .•.° � � ��� M`�• � ' . . . �` .0�.•.O.'. . /�_P �I 2 n�e ,S � Q�es - ��E �o�/n/EC %iOn/S '� ', �•'• • �. .�f ' GoN�G '�: �� . � PE�2 TABLGr 4G+Q - / f��sT ��/�aE '•' ♦. %� a �' • '' GtF SPEC/F/�'ATioNS Ft�� �_ v ,: �''� ��: .�.^Ees o,e .Soc.o � ;: � . :.. ••: �j�G"1'lOri �On/IQEj� f�Gr'K � '� � :••'� �''� ���' •": Mo,2T'.aQ PE�e OP� � +'� :..:. : : a:..:: �: SPCc���cAT�a�ls � ���� �.;; �.�, : :... t�Fazr''1�� .�io(,E To '�IqX � �. .:; O� �If'E O 0..��" w/�b1�- ���•��.�.: . x:: �1 G" T � �, :.�� _ �.�x. P,�E� 4+i121 K�ME�# T `::'��.�::'. 5�n/o�'E Z�ow - _ rA. =� . :%::�t� TrL� �T W�+-�! �r.,+ � 1•M " • •,. . � • . � ." /' '': '►.� :i�:!'i :i:�.•. .:�• i �:,�"•� '� ;�.�• �;':: .... ' / , � it ' �" :� �; . "`�. � h�taN Z � � .� . .�:�. � •. ; .�: �� ; ,, , ;. b w�y91" � � y .',t.•� ;v; � �., i+•• �. . a .:�. I.� � � ' fl�E / �I � �A � �OTF_S . � /. (�iMEr�(S/�i�/S SNOl�i✓ i�/ GrO�fO�PMQ ��C/F/JCAT/Oit/S, A ?EF� �'t1�N � '� oF g ��r. oF' T�n/sPaeT.aTion/ Q'NDoT) �� � � M I i'� • �� 2�o}.�� 2. Por�aEO B�n/cHH/A[ C An�o P/PE �/�/ECjo�/ ✓9QY�✓/T� �X TyPE SPEC/F/EO. ,�. i �EiGHT .�J/MENS/O�t/ M�1Y ✓A�Pr AS ,PEQU/,2ED BY �Ei �o(z% Ee � s� jE �oNO�T�n/s. �-a�,2�'0.�. src�� Precast Concrete Box Iniet T e E M�:�t .�REA _ C.IZ INZ��' -�R AP�2GyCp EQ11AL y p S T A N D A R D M A N H Q L E F O R P I P E S I Z E S 1 2" t h u t' 2 4" wi t h Ro l! Cur b C as ti n g a n d F r a m e FIGURE 400-01 FIGURE 400-04 EDGE OF PAVEAIENT, q1R6, GUTTER OR - SI�IILAR STRUCTURE IN THE PUBLIC R/W � ' ._ � � 'B' BORROW OR EQUIV, ' GRANULAR �IATERIAL - CObiPACTED TO 95 x STANDARD PROCTOR DENSITY � AtIN. 6' TOPSOiI TO ENSURE GRASS CRO1wiH ` .- �- . . �.. � R. �, � t. B +f ' � ,, - .� 42 DIA. . wN. �t:? +1�' - _ FDR�.> 42" [N�1-. � �. � ��+ - � .. _-. ' d �. �y � � ' wITNIN S' Of EDGE OF PAVEI�tANT �4IE� ALL BEDEKAtG dt INITIAI. BACKFILL SNALL 6E INSTALLED IN 6� TO 12' $ALAN�D LIFTS uiN. 9' CLE�R�MCE E� SrDE OF fl�,TM oF B�ooiNC PIPE FOR 42 a�. �ro �ESS LEGEND WATFRIAL BELOW PtPE u�N. 12' CIEARANCE EACN SIDE OF D d b41N. PIPE F�R LARGER THAN II' DIA. B� a��Df a�TER 27' dc SMALLER 3' D= MlSltlE DI/WETER 3D' TO 60' 4' d= DEPTH t�F BEDDING 66' k LARGER 6' I�ItTERIAI �LOMI PIPE CORRUGATED METAL PIPE (Clvtf') TRENCH DETAIL W11HIN S' OF EQC� OF PAVEuANT FIGURE 5a0-�1 EDGE OF PAVEt�IENT, CURB, GUTTER QR - SIMILAR STRUCTURE IN THE P1�11C R/W l , �- . 'B' BORROw OR EOUIVALENT GRANUTAR 11AtERIAI CONPACTED— TO 65� STANDAftD PROCTOR '8' BORRON► OR EQU�v. {�tANIkAR YATERIAL - CWIPACT£D TO 90 x STI�IVDARO PROCIOR DENSITY �IIN. 6' TOPSOII TO EN511RE GRASS ' CROY�lfH TH�N ' \\ \\ \ \\ \r�~ . , , „. ,- .,..: , . . . . ^. � _ � 1!1 L 1 ' ' < 4 A. RECULAR BACKFILL 14L :i: ;': � F > 4 .� A: �IIN. 12' SPRINCLINE ' i/2 Bc .� - _'. � e . � '� , ti � CREATER 1HAN S' FR0�1 EDGE OF PAVE�IANT �ff: ALL BEDONG � NiTIAI BACKfill SH/1LL BE WSTIILIEO tN 6' TO tY BALANCEB UFTS uw. 9' at� E�c►+ s�aE o� � � �`��-°�`��SS LEGEND Ol IAN. 12' 0.EANAMCE EACH SIDE OF D d �tw. � F� �� 1H� 42' aA. Bc = OUT�1DE DIAAIETER 27' Ic 511ALLER 3' D� N�.9DE DIAMETER 30' T� 60' 4' d= DEPTH OF BEDDING 66' Jc LARGER 6' �fATERiAL BELOW PiPE _ CORRUGATED M�T'AL PIPE (CMP) .. TR�NCH DETAIL GREA�ER THfJ�I S� FRprl �DGE OF PAVEMANT ..._.�_ FIGURE 500-02 2 CONCEALED PICKHOLES � 180' (N9204-A OR GTY AP°?aVm EOUAU � % �%a ❑ � C`�� � ❑ ❑ � ❑ ❑ � ❑ o Q p �� o , ❑ � L��,. ' � �� � , G (� 0 � � O o� 4 D �o O��OGJ \�'iTy Q � � p p�� �F IN�IANPP NEENAH R-1077-A COVER WITH _ �IEENAH R-'.712-8-SP FRAirtE WITH ; SElF-SEA1JtJG APPt1CA710N OR EOUAL � �"—'' 2' LETTERS� RECESSED, FLUSH WITH SIJRFACF 'SF1F-SEALING APPLICATION —� Q bWC}9Mm BEARNG S1IRFACE � � � 22 3l4' _, � I _� � �� ;� i , � I _� I I I s• ! I I I ' � 25 I I � I , 34' o� 36' � 1 OEPQ�DfNT UPON 0�. _ � OF RBrG SECTION W USE 1 SECTION pA - A" STORM SEWER MANHOI� FRAME 8 COVER F'j(�,J� 400-06 EDGE OF PAVEMENI, ►�IN. 6" TQPSOIL CURB, GUITER OR TO ENSURE GRASS SIt�iLAR STRUCNRE CROHrTH IN THE PUBLIC R/YV 5' OR lESS , ,- • / \ \ . _ .- :- � - _ . �< 'B' BORROw OR EOUIV. I�IN. 1.25 Bc+1 ' •�� GRANULAR I�ATERIAL ' CONPACTED TO 95 x STANDARO PROCTOR , DEN$ITY � MIN. 12� /8 CRUSFiED ST�IE OR _ . - - APPROVED EQUIV. � ' CLASS 1 BEODING AIATERIAL HAND TA1�PE0 OR WALKED � � INTO PIACE - B� _ � 4• , � ., � .� � WITHIN S' OF EDGE OF PAVE�IANT � llll BEDDING dc INITIAL BAqCFILL � SHAII BE INSTAILED IN 6' TO 12' BALANCFD LIF?S A AItNIMU�I 9� CLEARANCE $HALL BE PROVIDED ON EACH SIDE OF 7HE INSTALIED PIPE PLASTIC PIPE CPVC � HDPE) TRENCH DETAIL MATFAN 5' OF ED(� OF PAVEWANT FIGURE 500-03 LEGEND Bc = OUTSIDE DIAAfETER D = INStDE DIAlr1ETER d = DEPTH Of BEDDING u�TERi�L BEIOw PiPE � _i J �' � SKIRT � _..`� ' 'P �Q'' A ' ---''"- ' A `' � � � � ; � �, � � � � O I �i2 i W � � � ' � � � ' � � � � � -___ _ , . ''--- __ i t/32 TAPER PER I � INCH PER 90E. B � Q HORiZONTAL FLARE 3 Q c I a 3 � -1 /2'r Q Q , _ _ , ,-,�z•r 0 0 � , Q `� : J � wA��i � �� i I wa,� ¢ I G or T(GROOVE-OUTLET ENO} -- , r-- � (TONGUE-INiFT ENO) VERTICAL FLARE SECTION AA SECTION BB NOTES: 1. I�IWUFACTURE OF END SECTION IS lN ACCORDANCE WITN APPL1CIlBLE PORTIONS OF �IS.LI�. SPECIFlCATION C76. EDGE OF PAVE�fENT, CURB, CUTTER OR SIAfILAR STRUCTURE IN THE PUBLIC R/W R AT R THAN 5' . � , � \ \ / \ 1�IIN. 6' TOPSQIL TO ENSURE CRASS CRpVViH REGULAR BACKFILL . � , . . . . :.r ... �� � ��; �IIN. 1.25 1 ' " `� f � . - , _•;, �.. :��:� NIN. 11' /B CRUSHED STONE OR , APPROVED EOUIV. ' ' CLASS I BEDD�NG ►AATERIAL • ' ��� ;.. �� H�wD T�►�PED OR wr�KED � ' INTO PLACE \ ' B� •' . ' ` 4• . � •'-,� •. r • A � '` , , � GREATER THAN 5' FROhI EDt� Of PAVEN/WT �QI� ALL BEODWC 8 �1111AL BACKf1LL s►+�� e� a�sT��EO r� 6• TO 12' BALANCfD llf'TS A AlIN1�lU1� 9� CLEARANCE SHAII BE PROvIDED ON EACH 90E Of THE INSTALIED PIPE PLASTIC PIPE CPVC � HDPE) TRENCH DETAIL CREATER THAN 5' FRqA EDGE Of PAVEuANT FIGURE 500-04 LE�END Bc = OUJ9DE DIAlAETER 0 � INStDE OIA�IETER d = DEPTH E�f BEDDING A�ATERIAL BELOW PIPE w � � � o � Q � Q �� � �� U � � N O �Q �� [7f Q� = u °��• '+i Z �i.l (� � `�4 : '. ���#��� y�`1�5�.�l�' � .. �� 3'� •,��; i '�^G�, �,. � :� _ \ti . �j,�^r� � �.�' ���¢�'�„ e M1�± �}� � . �.� �'� -�� � , ` � � �r4 ,. � . 5 ; � . ����� ,.�:.�=,, � �` � `�:=� \ _ � , � Z 0 � � � , � � O � � �(� ^C� ~' � Z Vl � _� �-- w --1 � � � ` � � � � d � � � � � � � � U � � � � � ___j . � �� � � � / � r - � N �/ �.�. ^ � � f - � � l .. � f � � � � � °� ., � a � � .p b 0 � � cti � � � � � SHEEf ���'��� oF �� �.�-�,� WORK ORDER N0. �j�ivQ�i I DATE DRWG. N0. °{ r��o/v� i � � � i�.� . . . . . _ . -� . , �� ,..._. f �k � ° d' EflGE OF PA4E�A�NT. CURB, GUTTER OR — S��IILAR STRUCTURE tN TMIE PUBIIC R/W i�N. 6� Tt�PSE�I Td EN9URE CRASS CROWTH 1� N01 IJI�R PAVE�IENT �, �'���w'�f� � ',� +��. Qi�.�w�`b0�.���i.��w1.Y's.�.� ��� ,``; . i , '8' 60RROw OR EOUIV. GRANULAR ►AATERIAL - COA�PACTED TO 95 x STANDARD PROCTOR DENSITY � . / /; ,i �. � '��� WITHIN 5' E�' EDGE OF PAVEI�ANT '.v "• ALL BEDQING k (N(ilAl fiACKFIlI SHALL 8E INST�LLED �N 6' FO 12" BALANCf D LIFTS A 1�lNI61U1�1 9' OF CLEAR,MNCi SHALL d � pEp�}� � g�pp�� 8E PROVIDED ON EACH StDE OF LE VE N D MATERIl1L BELOW I�PE �FiE INSTAILED PIPE � p d i�tM�. 8c = OIJT�it�E DIA�IETER � 27' k SI�IALIER 3' D� INSIDE DIAIAETER • ` ' d = DEPTH OF BEDDING 6' � IARGER 6' «�IATERIAI BELQW PIPE REINFORCED CONCRETE PfPE (RCP) � TRENCH DETAIL wITHw 5' OF E_�GE 0F „P,�vE� T . � FIGURE 50Q—�5 ��' °' ""�r �P' �` • �-) Starmwater I�iga � Construction ��` ` �tandards I.v 1• r-o ►r. � h�..�n � s�d i SN� sa �,kw � 6'-0"IF►'/S01YN'D7 I � � \ '� � I � i � L o �� \ 8 �/� L-„( --�^� � t� j �` � j \ �j/ i t ` ��_ • , � � s ��- � _� �.. �.,. er vsn � � I � t�- b r� J.`- r".i r�- 7-s'w�'u'8v I � � !-�'w�Y�s �" (SNO�K1) (��� �� s'(fMSQ'INMMK e...+ S��� krs.f c�c � o� wr� w+o�s�.w. (s�s'°r`�1 SECTTON 8•B ELE1tl1T10N VIEW LUG FQR PIIVED SIDE DITCH TYPES 'A" TNRt1 "D� r•o-�� vsn �in �c7� r+� t�i F ryo.'E'eT't I . � . P'dtFaP50 2'•dtM I <-.�f SGI tYO.L'e'� !'•d ; PSGbW'F'11 T-d � oa+ralA I ` �onoa� EPSG�f6l I �{� SNM Sroq o ,io �.aqta• � � N IPSC1yDrN%� �� � /� ' �/' � ` � \ �\\ e� � ! 9��6'MIV9 \ _�..?_..�) � � � �L�•MI�t (s« owau I I i I I' � �••Ow Ea�.B'ac � t5N S�ssMOxY B1 ' ' ��.�+r .. 5 0 �_.�-1� e�.r�t� �w Ltiv^ FOR PdVED SIQE 0l7�T�'P£S �E' 771R11 � ��� ;�" � r-s s-a� � r-r . w. ►sa � r .� a » r.` �. �s i: i�� i a. � Rw`t . r• �•-v r r r� rs *Yw'w' ,�.a. � � � -, » � s�oe� � N �� ''----- ° - - - " � � � '� �-. i� Iiil hfilrllEtE1 -.�.. s•-e�«.vsr s�a"wnro. fSN W1a1J // �: yJ I SM 0���! . .. . _ �tY�: S�e4n siir EL[WtT10N Y7EM ,„^, FO4 PAVED S1C1E D!"1'�H 'f1*RE� �;�' Tt+Rl1 "M' . -T�---�-••��j e� +-____---�,��r�,,..v�. � � � . _— �_ . � 1 j . ..=' — 1 � l��4'V'Der ��/'� l . . _L�1._Jv� ..�.._��..��.1% �..r�rL� .. .. � Pd1M SNN 011t11 e� . .� f`O� 11 { K�f N w�4�M9 M�M . 1� �M/iRI1f �IY/1-/f�A � M/�11 PLav vt�w aF Lu6�,4 m'PIC�4 � At'� �1RaE�J . .. PA`iID SID� DITC�i LUG �ETAZL Re�'C�siCe. � FIA�IAE SQO-1S � EpGE Of PAVEI�ENT, V1 CURB. 6t1TTER OR — StYIUR STRUCIURE IN iHE PUBIIC R/1M , i � ' RECUTAR BACKi'ILL — '8` Bt�Ow OR Eourv. GRANIJLAR �IATERUL — COwIPACTED TO 90 7G STANOARD PROCTOR �. pEN$ITY AllN. 6' TOPSOIL TO ENSURE GRASS GR0INTH _:. �< : . � �/ . Iatt�l.1.25 C � . . ► '� ��_ 1� 7` � � � cRE��R n��u, 5' FR01�1 EDGE OF PAVEI�ANT �. ALL BEDOINC k INITIAL BACKfILI s�+u� BE iNST�LLED ir, 6' TO 1?' BAWrCED lIfTS � A IAI�NIAUAI 9' Of CIEARANCE SHAII DEpTH OF BEDpING BE P►tOv1DED ON EACH S►DE Of „A�R�,� ���, � , T►� �T�EO P�PE LE GE N D D d�IrN. Bc = WTSIDE DIAMETER Z�- � �p�R 3• D = �1SIOE DIA�IETER 30' TO 60' 4' 0= DEPTN Of BEDDtNG 66' dc LARGER 6' 1AATERIAL BEIOW PIPE REINF�RCED CONCRETE PIPE (RCP) TRENCH DETAIL CREAtER n�iw S' FR011 EDGE OF PAVE�AANT FlGURE 500-06 �- °� ^�t � �. � �� S�ormwater Design and Construction � ',• b � Standards 4 � � r-o►r�. rsc �0.�7 I I lb �'-dt�r►!,II bw e'7 . Y-0' 1 w�er ��•0 � a ry� C 1 � wnana � Lut Oft Nbn s+r� ��-�cw esn i,o.'o•� t s,�. i r:�, .2-� \ I' aFbv.a so. I ,� � ^� �_� I ---- 1 �. ;� ,� �� \ Iill� +�Ili li� �i_''�Iz�.u�. �iSN•DItl� \ I I I' 1 I I I 9�65e�e O�w�Ba N I �•�� 01 i!SA S'O�w� Nt.6�t-C -=—� I �SN j�ctyn A-A1 a � ei �s-d r. eo.. +o o. ELtl191T10N VIEW � c«r o� uw.n SECTION A-A Cl1T-OFF-WALL F1�R PAVED SIDE DITCH TYPES �A° 7HRU ��D" S-O'fFir RSO I f-OT1b !'-0'(fa BSO Trr.'E'er! i ►so A�.'� Tvw"E'e'f') A� •O'ff YSO I t��r d-0'ffa P5� ry�.L�s�� s-o� ►sn �o.'�� s•.d Tra.•c•axi J'OTSM W ro0N Sko� /SO liMti'1 S�� b r.� �-an�. �.d � I.SO Tp/M ��� / �\ � � I �` '�1 � � i % !=r �1 V I� I ��' 7-6'a 4 V 8a (Sw �N�lss. �' I�! �(� � � �� f I 15e� Detat) ts.. ss� �-N � A E�,fMT10N VIE4Y � CUT-OFF-WALL FOR PAVED S�E DITCH TYPfS °E" THRU °H° ` f-A' 7t'0� , �'-6' Fw PSn RW J' Z-d �•d * 7-0" rFor P5.4 r�o�'.^ . f-6' - S-O' t 2'•6' f:w P.S.Q Typ�'L' �;�-+.• �' �,�-r �s�,�,: I I ( � �» :�..i �, y-o I A I'''�1 �?�iiiii�i�iiiiii i� i►iii`'� � � � !�i M�ii M► 9'- 6'M 1'V Bar ts.. ci.�o�, � r s.. o.ra, �'-ds� Mn. s'oc fSN f�cfw A-N a�wT+oM hew q1T-OFF-WALL FnR PAYED S!D€ DI7CH TYPES "J"TNRU"M` PAVf� SIDE DITC�i C(lI'_pFF_Wp,I,L DEI'AZL Vf FIGURE 500-16 � :1111=.,.._ TOPSOfL BA(�(FLL ---� �8 wAS�ED c�tItVEL (WOT STD. SP'ECSI ---��' OR APPROVED EOUV. PERFORATED SUBSURFACF TA.E ✓ 3' OR wiDTH PER PLAN _���1=111 . . .. � :�� r� -�- � REPLI�CF 70P 6' wiTH ..► � � . . �: TOPSOL . . . . ' � � � .;;;��._ v� 4• � dNAPED lOTTOAI OA 4' Qf /a W1�NE0 aRAIEL �EME/QH TILE Swale Underdrain Deiail rmw-���°• , . .._ s�°r�..�,s�..� .. ,. -k <- � . ., . _.. . . . . . i '� o� �'���\ ' ��� Storm�vater I�esign and Coastruction h � Standard I Reference: 7td'S07Yr+7rfrCwwl I-d PSD lrpt'8Yi3'OIB'PbA 'b4;, i5-CfP.SR1S�W�C(24'Potl �e �� 6'-0'P.SD. Typero"!30'PIDt!`2 , •pM" � 21 Skw. �� �ne ro w ' h3•1 \��' arw eoa 5pO0IA ±•R � I Q � �"a $oCWO � � . G, x1�ONameq,ea� 2 Z' i fSM nwtu) ELEVATlON YIEW PAVED SIDE DITCH TYPES pA" THRU "D" IP S 0 TyW"E' I � Z, � � I _..0, � PSO TrpeF'� �,'p, l_ �' e r,._. °�. �,a, I Pso ryw�c' I �6 � �,_o. ; Soewaa � ,�• � PSObp�Ni � S�� w 7 R 2�f Slop� � } R s' ' ' 6 w�/Wlormea B� • � ♦ �• rs..��.��� � �•_ Z ELEYATION VIEW PAVED SIDE DITCH TYPE$"E"7HRU"H" �'-6' �•-o' � r-e� esn �r. �• r- r- � r- asn rrwx r Z-d S'-0' t 2"-6� I RSD Tro�'l' !'-0' 6'-O' i 3'-0� PS� ljy�•N• ,6. I � :, 3' a•a roe. s� � 4:�s�' Ai�I Io W suawa saae i'R � � � • 6� �' , � � �A ,+. wr«„�w ec. s•±� �s.. �» � � ELEVATlON VIEW PAVED SfUE DITCN TYPES �J"THRU"Mr PAVID SIDF, DITCii DETAIL FIGURE 500-14 W � m � p � w o� � � � Q �� � �� � � �:;� ., � � � o o = � �� ��� � � � o � U ,�'�'��'�3 „iiii�itti`�,r`�f%L �~ � ��.� � �,��� . ` `; � .� �.�`�,� �; � ���:..��. ��"� } y J �. x� < �' ' > ' . .� � � . W ,�x P � �, �rR' �. ,� �q` ` Y .,� :+ Y . ';,. t . '� '� am `t� ,� ,�. �x a. . � i � z � �1 W � ��('� Vl � o� � � � � � � VI � � ?- w � � � }— � � � � w � ►- � � 0 � �- � _ � � U � � O � 1-� U� O� �— � � � �� � � C.'� � v�, z �� � a � ■ � � � � � � � � ■ � � � � �z W � � � � rp � i V ►°�. � � � � � � F� � °� SHEET �I�T��� 0F , �. i, � 3 :. . W z�� 'da W J z 3zw wzw Y a , Q ¢ zZz��? c� � � ��p+`w ( n Z AQ� W0� U U � ca i • � .:�k,.,4 rs's'1�7(�Mqj.� ':..�=R4'Y �:+ �`%6i�,� � �4 Install�tion Guide ` =?_�� �EYBF � r�aR�aY sE� ,� � � ; St�ple i'atterns Guide Slopes �: aa �� Staple pattems apply to all North Amencan Green erosion � � F�p►a^e S-2� P��wpt�ent ited Midr'!ur'es • J � Upon E�Owplltfon Of Nrth wOtr� OpK��10ns� f �, control blankets. Staple pattems will vary dependiny upon ¢ .# � Islope lenyth, slope grade, soil type and avera�e annual �' w �� rain(all. � � , arai IlPply 1S0 p01�1d�' O� ��I'1CYItN10l aNfftalN � l0� f4 ft (O,ppl�Otcl�at�ly (I � 3� The followiny are general staple,ecommenvabons based { L ; �.� Ste Ro ta Stt• St�ltabdlt • on length of slope and slope grade. Spedlic pattem place- 4 SpKl�s � ��a � v�` Y tIM'�t t�s'�2_i �1f Me �� r`C'OPi� t0 fA� 11st. Spr�od 23 ment of staples are ifiustrated in illustrations A, F3, C, and � r� ibs/scr� lbs/1000 pwrNs !�s �qMvsltnt) prr t000 sq. ft, f t Dr• a p ht y Dr�t+�ed V�t ( o p p roxwstN y 1000 pounds per ser�) v.� i�r1W�t accw� i n p to sat lest. 4� � �-- — Ap�ly •daRtlonal 1SM oi 32-o-a e.�+o�,. �t�.t�� �r str� or` tqutvnl�nt A D. Increaze d s ta le ra tes ma be necessa de endm � `"¢- �_"" � P Y �Y P 9 ` �-...,;,<,+�... upon conditions. For site specific recommendations, con- �� Uv�l ond S►opnp, Op�n. 1b'�ps 1f 11I�fACt ICy1r !i stbi0�. x tact your nearest authorized Narth American Gieen dis- �. Ta� F•uu. 33 •8 s�'8"3 a 1 2 tributor or call Nath American Green [echnical services. —.--. 2S b 'S.S-8.3 1 Vork Ir,e and F�rtusK Into � sat to • depth of `our t+eh�s �Mr• 300 z s���es �, �,�a ^^^� ""' �- - 2. Tstt F�seu�e � � s,�u�e uef sa- v� R�d Clov�r�r s 12 potfbt�. Equpw�nt s►wu�d optrat• �t r1p1►t anpi•s to tM s�op�. - 75 1`>G 3, KMtucic 'twpr nss 1S ,4 S.S-7,5 t 1 3� '1�' B r Cr�s�pr►�YR�d F'�scw is .t App1y s��d uwf'o►wtr �ccorinp to tM Pab �ndcabd tn F�p, S-I by �f x ;�x� j koedcast�np d^tlr�p, or hpi^rubc appt�ca� Cowr s«ds to eirpth ,,,,�L- s• ---� �.�• �� L — __ — —' M+�e�t��► �i►e Fb. 3-3 a► ap� S-� far sKi►p �Mt�s. I �� �,�, — St��p �nNcs ond Cuts . ' B j = �. �, i z � � " '�uu Z. � Tst1 F�scw 13 .4 S.i-7.� t fr�n !he sKr 1Nd �0110 Me1► e rollrr or aA ckK uNe ' Kn+tuck Hlue� oss ES .6 � a eut ckrr s��de� �s us� � ei� e� dt sl � u B ,�' Y �' � �Y oMS lhat �r� st��p�� �,o A z 4htn 6 p�rc�nt �wd�lNr •ftK sN� ±N psaes 3-10 and 3-31 Por 3. Toll F�scw 33 .8 S.S-8.3 8 1 •reMtbnsl wutcirrp ��p�st�On�, slso F� � on pap� 3-13. x x ,�, A a B 0 Eneratd Cro�nv�tchiw �0 .PS n � �- i:.� sl�ipics �er sy yJ Q� 3 I !� I I Low Me=d.'H�qh 35 staples pPi sq. yd. f�-+ How Fbw ^ Lo�ns ond F11ph Nor+tenunc� Ar�os Channe� Channcl • � 6. Keiltliei•y Wwpr uis 40 ! �r.8-%.S 2 1 Sb(,e Gdd�cnt Ar,[7 Cr��pk+p R�d F•scue 40 .9 ��pu►'� S-3 Approxrat• Strip D�t�s for �entrsl tndorw s�xN����,� -'"' � S. ' SureLoek� Staple Gun I. Prepare soil before installin blankets, 4 The ed es of 7, P�r�rrwol Ry�prnss 170 4�.0 5.0-7,5 1 g g paral►el blankets rnust be � T�� �� �°� induding applicatiQn of lime, fertilizer stapled with approxima[ely 2" overlap. CTurf Type) and seed. NOTE: When using SCQZS, 5. When biankets must be s Ked do r F o r E� s I n s t a l l� t i o n F� w i t h e g. TnU ��sCw 170 4A 5.3-9.3 2 1 2 � F� b M� A p � 1 1� r J u n . A/ A u p S � p O e t N p v �e �/ d o n o t see d prepare d area. S C Q 25 slope, place blankets end over c�nd • 1- Pr'�i'�rr�d 2- V M l T o i� r a t e �r l� o e u lot� �rth /�t1F1e MM�otuldntt — SureLock Staple Gun For Easy in staltau on Of Er o s � o n C o n must be installed with paper side down. ( s h ing l e style) with approximately 6" over- �.,-- — trol Blankets. Geotextiles Md Sod. 2. Begin at the [op of [he siope by anchoring lap. Staple thrcwgh orerlapped :jrea. the blanket in a b" deep x 6" wide trench. Approximately 12" apart. VAf�! OI Ry� _ ���,,\� _ The SureLock gun will reduce installation time and cost. BaCkfiil and compac[ the [renCh after SureLock is designed for trou�le-free operation under the stapiing. REFER TO GENERAL ST/1PLE PATTERN Flpur� S-1 T�.�poti�y St�IMps a� _ _ coughesc condnions. 3. Roll the blanke[s down the slope in the GUtDE ON PAGE 15 FOR CORRECT ._ MIM�t Surel«k"sstaplechamberisendosed...thatmeansprotec- direc[ion of the warer flow. STAPLE PATTERN RECOMMENDA- ' — �►1�r'tf� — � — uon against dirt. Easy-to-load staple cartridges make TIONS FOR SLOPE INSTALLATIONS. � SureLock the most Cos[-e(fective method for mstalliny � � Klnd of Sftd 1000 S¢ F� AC►'! Rl�I'kf erosion conUOi blankets, sod, dnd o[her rnaterials (hat nlust � ^ � PKnwnt s.�� D.t.a Vhtet or Ry! 3.S lbs. p b�a CovN' s�ed 1 i0 _ — be secured ro the ground. 1 l/P' dr�P tlon-Irrqot�i� � O� Sprt►p Oots 2.3 tbs. 3 1� Cowr sKd 1' eiM�a _ -� � irnpated � � _ ` �" Eary rop loading � � MMNIOI itytQY'O�f i lb. i� 1�f. C9Ylr iftd �/�� dlf� �Orf�Yf� ��;- staplecharnbeiholds -- ��\\� ,�•� ' 73 sta{�les � (1 T��i��M � ,�,,': ��` (3 cai[ndyes� "� �•-j lrrpatan M.dN �p ths wMOd. To contra �� �rot�on at t�w�s oMrr Msn w the sf»ded v��s. .� �'� ��« � r(1 � w1ci� � ' v / • l�h suwr ski� rtaa w�y M •xt�ded 3 •R,�.�.,�,��..w,,,,,,.,,,,�,,.,,.,,., ,.,,, •.. � � � W * � F- � }-' J r.yf M w�n a ypra � � U � � � M lecvras� sMdnp �oP��1+on by SO'<. � � � (� � � f-- V W � � v = �* � � 0 O � � � � � � � � � � . � 54T FUICE 141p � lELi�GiIAMS IOU'FLi 1!N � �MYAIFNf �_ r�s? � ...�a.. �cet� � " � � C1UI TQKILE ASM 11�Z � 1� � r GRAI ELWf�iipN ASiM M13t PERLENT �! Pt1[itRE AIiM Mi7 P�78S � � d TtAPE1�DAl TEAR AIiM 117li P�I(tS ' 1i � I�LEM lUitSl ASTN �T71i rSl 2'.R p" q VAT£R MV RATE ASTII 1iNl ypw/tf i„ .� PER19Ti1VITT ASTN M�% SEti � A PER►EAIRITY. K �TM t� � MI-H �,' � t 7� •O � O � �TM � � �� �ADRIt VEiCitT ASTM 1371i os1� L� 1'�0� � t�aCKiESS ASTM I1711 ws M GUARD POST U.V. RESISTANCE ASTN W373 �ERtEM � V, � t510 lWtS) STRflIGF(T �7ADED ` G:7 • . • . . . • . , • . • � � . op � . � ` r�la�D �[is7 ' � � • ' • � • 6' 0'SiFEL Tt1BE CQi.i1MN • � � 6, � /� � � • FIIL V/ CONCRE'fE . . � � � � � � PDSr '� �T ros�s w �? Si�E i�E • �' GUARD P�ST � � EXGAVATE � � L 1� }ESH • � + . • . Cy i� 1' X 1' TpEI[11 ffIICING �, Tp �� �� � �7 CONC. PAD HALL BE � � TFE LAE ff • • TRENCH 4� x 4• ��TZ • FLIiSH V/ VEMENT � =Q � • • � 6' CDNC. SLA� W/ 6X6 • � � • . * � 1s�1/i:� V.V.f'. • �% � � � � . . • � VQC7D GATES . - . � �- . . � ' � � � � � � PITCH SLAB 1' � ZW °.� o • • ' GUARD POST • !� ' 45' . � ' � . GI/ARD POST • � P�7fElT TSb00 � � ' • • • , . • • IA t'? 3 ATTACI� TEi /� MCIfFLI T�E �1,_0, �TER fAiRIC 7 �E1R71 #Im FbTER TO T►f vGE tMACT tF[ F�{ FElIL1NG MO f�J11MITED S[AL , �crE+� R M!a I'-4' 15'-0' 1�E TRENGI � , DUMPSTER PLAN ��a�o sc�u.E� -, -, SHEET � �� 1 " R 1 �►+ o�c��� � ��� �'�� �� �: �w s+�„� Na�x nrw roMr �r . � ❑F �,�,,���1'(��►� SILT FENCE D�SAIL W�RK ❑RDER N0, . - ��iGtp�1) DATE � DRWG, N�, �j�pvvll _ _. . \, �� �•;,, 1.