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HomeMy WebLinkAbout038-97. Construction Detail<<�'/ , � ��� _ � �� �, ��� � i � .��� .J / "II<>ley Mc,it�y" sc�y;, �' ` �� �`' ��, �, �� � ���� ���,� �,��,���� � �M I N C)" DON � UIC E�� _ l, I'M , ���� � ���, , i,i i „ ��n ���„ � „„ „,� � �, ��.���- i�i i, ir;i,in�in inii �,�w � �, � � � �i, �i �, ����if�l�.l IIII I nW I�� I�� '� �nll Jvllli��i�l � I� � I II 'IU� � I II � �I li�l I�'� �I �� ��'I II � I�� i� I I� �I I �I I�'�:I� I � W� � r� ;J� I I il � I�P, . � i � il��'i �'?PAI ��I� �If�l� W� �I�'I C.� hSri ..^.. ('(ll!(' , i r� t�AAX M 1 17A f' S lf I � I M M I F I � n I) K Sf I f i I I � .�'I�CE EYf'AIl51r��! J�11Nf c' ni nnr K ��i �UnP tir�F ,� (1R /1f SIf1F WA1 K I ItJF � �� / ./ / / �� % �� �� ��� ���I � j ; � � il �'� '� �� � � ' � � ill � I�� /� j ��� /" ; �/ ����� /, /,% / �; /I i� ��� � � � � � � LIGHII i �;DMPAr I�U E�;A(�I'llli �� ��� � � ( �)k � I�ANI IL Af' WI II I?I f'I i If If I� nr� r�i nr� nr��� i i:ui ii �',ri� I i�.� / - � I / / _1 -L I ��i � � .. � . .' ..� . , , � , 'I i jj II ii i° r�n, I � I I I I ,ti�� n� ii i, ��r-, ,i�,r�i � �� � � il l l , �� � � � � ��. ' I I I I� I� �� � �ii, � �i� �� I � t � , ii� ni��n�. rnnu i�,n�� ��� i�i _ � ����si�n� ii i� N„ � i:,rii � � �, �� ,,�� �,��� � � �� � � �� ��l8 37D�lE 72� BE C2dS�iE� �� ���il� ��lil I��I � III �I�� t ,n M/�II I I I �i� 'I ilt�l 'il i' Ill 1A1 � �� P I� � I I �ili . I I I�i , � ii��i ii �� ���� � i�:i � �-i i�� i�. �nii i� � rsir�iM�iti� „� �, nr,i i�i � n � � �, w��� i��riui �v�� Mnii i��ini SANI TAR Y SEWER PIPE BEDDING �'AVEAAENi R11M�' SIf1EWALK �'- ---.- _ � �--�-- _- (I l�lf�' f I � �''I�f�l � �'ll'I , I�-li � �I�i��V�_, � /� �f h'Fi�l ��) _-�_ri_� �j� F'l/1►J vIFW (NO SCALE) —��r � .! �: -- � �_ �.. `=E�Tt�N A 11 Wlf�f►I n� RAA1f _-- r,�►tta��tin�i .i��ir�r �r.r )--- vnrt. n' Mi�t vnrt �'r�nliv�i�irili�� , I- -I_ _I_ _I �' �- % _ �__� _ �_ _ • _ j-%? � ---r j� SE�iir�N c c \`��------ -1 -_ _ `;fCTI!)N Fi R ��. .l '-� - _�_�, -_:? �' _ �"ri�nrr> >iDEs--- � � � - -__ � � ti... � - - _. �� ' 1.., - . _ �-!- . ��- ' � - - �l�`�. - � '�� rJnrE Mnxn.luM �I nrF n� nlf -`___ -G���� �'� Ft�Rf� SIf1FS �linll Pf 1 In 5nooth u�oae nreR __�i��E_wn��<_ «nM���_ nl�__�_:���F�E_3 i����-� r_- _ - trr`F ► (�1(1 `;('/11 F) �,�,��i ,,n�ii� �r,%��, i_,�,t iri�� iu �s� nl i� � r,�iri i ���wNi i: M��� i>! >u�;l�L �'uul � �i � � wr,rio� (ou. •P) wwr+o� (ow 'r) PWES ENTEMNGI PIPES ENTERNG/ PIPE SIZE LEAVN�G AT IEANNG AT (DU� 'C) 0-�S DEGRfES a5-90 DECREES ZY-JO' 60' 60" 3$-36- 6p- 7Y 47� 72� 81' �- �r es- �FINISH GRADE OR PAVEAAENT �-CASTING FRAME dc COVER AS SPECIFIED � 'T- _ ivuN-ASPiv�iTiC IAASTiC PRECAST CONC.� - OR BUNL RUBBER SEAL ADJUSTER RINGS BEfWEEN JOINTS iF NEEDED (12 1M�c.) STANDARD PRECAST AAANHOLE 4'-0" DIA CAP OR ECCENTRIC CONE FULL HEIGHT MANHOLE - T STEPS AS REQUIRED �I �5" (TYP.) - 1 5" �-CONCRETE REDUCER CAP - - -_- / - - -� . NOTE: - MANHOLE CONFORMS TO ASTM C-478 DIAMET R"F" - NO BRICK OR BLOCK WILL 6- BE ALLOWED IN MANHOLE �-� - O-RING GASKET NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BEtWEEN AAANHOIE JOINTS IAM R � " 1/2" PER FOOT SLOPE � _ 3"MIN. '�v�� � � - — - � INVERT ELEVATION 8� � — -� ' — 1 _ BASE SHALL BE PREGAST --���-- AND SHALL HAVE �4 BARS GRANULAR LEVELING MATERIAL AT 12" O.C. BOTH WAYS REOUIRED FOR PRECAST BASE STANDARD STORM MANHCa�E FOR PIPE JIZE ;,' 7„ ___ ���,> � No SCa�E ) ��� � _�_ � � ,�, ' ��., N r z 0 w � � Ni �����. z' w � m 0 � ;.. ,�. _ -- - �_ ---- ---- — �-�-------- � , �'�.�7''/ �y .y,���-;,,'�f'��� k�o- �A9 . . .. ��I '�,I �F, � �.., ,��g�- ��., e _ � I i I I ; �,- -,-- i j, I I � I!' � ;,�,rF�nr.ii� i a�.��;,�,; TYPICAL SIDEINALK SECTrON _ (NO `;CALF) RIP RAP t��f ��ui f �� n i u� ni n� � f�ii �i IP�lI�� f:l If P�II���U I'Uhll� � PI�ElRERING/ PI�N7ERING/ VIVE SIZE LEAVNIC AT IEAVMC AT (ov� '�) o-+s oecnecs as-eo occr�cs ,r-�r +g � zs• � � ��� � , r. ... � nr�,�u�,n i.t � , . -." �d.r� . ., MAx �:... � NI ! Nl�I I I� If,47 uft t uUN I�I PJ I'�I �I'. �'.�I I CJill! r) � �,,,.. ���n`��I�k Yt" � � I �I't Ilt I) CUNI `;I '.' I Il>N � �, I I INE 01 � 4 �., N(ill�. MAfJliull �IIAII ���.>NIuItM I �° II in n�;iM � i�� iui�vr, �,�inii i.nfJf ub'M lu P�',IM �- �14.i i�, , i. �.. r���ii irr�,iu� i��ni;i<ii ,�nirii�, � �,i: - ;c� i,i �i���uiii� wini niuN ,,��� � � � ��;����� � �;,,� � � I. '.. __ �� , iwu i;��w i�i rdi ��i ni �� wiui ------ -- ----. \;i I�IN�� �;�',I�I I(',I I fl���ll � 1 \ �;i n � � i�u�;i;i i� <<in i ita�. ,' �,�,� << i Mii � n i��. � �,�� Mir� i i� �,ini ��i ,nnrii tdi i rinii i< t irsu �. �� ��r�i�� i rmni i,,,� , � -�' n�nM� I � � � „ �� iui wiiu �,,rui<i n � I �' �� .'_-_ - �. _ .-- �v / � � .� � �/i��" I�tl fJi�ll I II IIfJ��. 1�9tJi. ��I�'uul \I ��- u ��� �� /.. W�II , I I'I�'J i �'�I i�fll r I .._--_°_-.__. � � � / \ � f Y I '�.. � �_ � .� __ ' � i��ui�ii� ir� i�in�i � ll�i iini� , i:... �u �� �� �,i; i�i;i � n�.i i;��iii wnr � , � � � � r��,ii � i,i i�uird�. i ni,� Mnr�iu,i i�,iini i I il A MI�dIM� iM t il _ , uN. �.�nNi ���°.i un� f�� ��; �,iuNi isn�.t �+� . IN �I.�I�III��N 10 i� f�W�� C.AtiKFT, �fWC� FiOW'; Ot KFN1 ':.�f�_AI MU'.SI Hl. PIAi;LI� Lif IWFf N ALL MlaNIIOLf_ JUW f`.�, Ill ENS, ANG C;l1SfINC`; Ai WLI I AS HU (YI kui,isi f: nF���i iFn ro nii oui�,i�,E ,ioiN7s, s° rnc�i SiuF ot� ,i�iN�. `� TANDARD MANHOLE DETAIL , (NO SCALE) , - N��f�MAI �%'� � f������_ � �_� ��� ����N , ' � ,. ,. ,_ , , �, .. . ,, _, _ �� , � , �������,_ - - - � _��, _ -- - - � . ��' � � ; I IN � �l� � <. % t- __ _ _ __- _1 r INiSi-i GriADc" uR PAV[b1ENT cASTING FRAME & COVER AS SPECIfIED z4" INSIDE OIAMETER � NON-ASPHALTIC MASTIC PRECAST CONC. OR BUTYL RUBBER SEAL ADJUSTER RINGS � B�EEN JOINiS IF NEEDED (12 MAX.) N NOTE: FULL HEIGHT MANHOLE STEPS AS REQUIREO - MANHOLE CONFORMS TO _ _ � ASTM C-478 �1� - NO BRICK OR BLOCK WILL r� BE AILOWED IN MANHOLE �� ECCENTRIC CONE OR CONC- i_ ____ L J_ __� � REDUCER CAP AS REQUIRED - 0-RING GASKET NON- ASPHALTIC MpST�C OR BY SRE CONDITIONS. CONE BUTYL RUBBER SEAL TOP TO AAATCH ADJUSTING BETWEEN I�AANHOLE JOINTS 7 RING PROFILE - STRUCTURES ARE TO BE i��(TMP ) GROUTED, FULLY TROWELED 4'-0'� DIA. SMOOTH, AND BRUSH FINISHED 6" BENCH WALLS AT MINIAAUM PREFORMED HOLE TO MAXIMUM OF PIPE 1/2' PER F00T SLOPE. O.D. +K' PACK WITH NON-SHRINK GROUT BENCH WALLS TO BE � DIA 'G' CONSTRUCTED TO SPRING . � . L1NE OF PIPE. 3"MIN ' ' � � � ' ' � INVERT ELEVATION $" � � f— � — BASE SHALL BE PRECAST 3� MIN. AND SHALL HAVE �4 BARS AT 12� O.C. BOTH WAYS REOUTRED OR P ECAST CONC STANDARD STORM MANHOLE F OR PIPE SIZES 1 2�� —24" (NO SCALE) LAKE CROSS SEC TION . _ . __... .. . __. . _ __.-----_- _. _.__ . _ (NO SCALE) � - � SIRAW RAI E'_, RUGIf D S" � d � - STORM fiPFJtNF. 000�0 ' - 3 b4 kFE3Af� SIAkL •� ��-� 2'X6" SIL 1 I h'AP 0 --�o IYPi�:AL `�LOI�TCU RISER (cnr� r�f usi D iN�;ICnn �- � `�-1 / Sr� -i � �I � �RAW R AI [ , ) /- PLAN VIEW - - (YPICAL SLOI �E �) hlSl P' � (CAN !3F Uti[�_U WS ft nU j OF ;7FtAW NAI F'�) � ; IOf2M F I f iii✓f � �� - 3' // ! I�; rsAl� , I AK! ���� �W �3i�1 � �i {i���2�� �/ S �' � I,' ' �II I I ItAI' �_ i iir _ pp° � �O '; \, iii=i 1, (I� ��� � W W � � ���-��� Ilf ill I III o � lil- I III 111 III III III-I1�� ° II '!I II' III III I 11I III _ �'�� III I_II I° °I il_I III I „-III; � ;III; � -I�- SECTION VIEW S TRA W BA L E PL A CEMEN T FOR EROSION CON TROL (NO SCA�E) � 1 11,�,, \ � o �� � [ �r ,�-`�� ,,'`"1 ����`;�i�;'��,'� �I �. �,������ �; , � -�GEEN9H {• -! '., .. . ., - �NEENAH k ..'Sr� � ��r t .��,4L r : , ; r; _ .1 �.�tt ;s�. r ��.:,� ;, �-_ - �� -,_- �����_���_ ���� -� �i _� 7C Htv.�.�-- i� ... I ���- � � ���-���-► . -� _, E ,,:- - , __ � rn�,ra�,i�r� � � _„ evrt�� Nnit�: ,� " i f e A�l . �I 1, � -b - 1 �� \� � r� T�z��, � �ri � j �. � ,. � � �r „;�t ��_ �r� � cunx w��_�- � p,.l e��,v�_ �ti��. . o , � � �- , . ' i` il� " a' c�;u �-- -��� i I', ,, , ,- , , _ _ ; _ -iiii� ; ,. _ � iii � � - , �; ��, � �i�� r III � �i ���� — � - � �,, � o� �: -� —1 �� �_: �� _. � � _ �;I I � � iii- � � ) , � ( �_� .° I ��.� ��It �� ' E '' � � , ,. ��F< �>iE�� �;��'E � ��.qi; �F�E , _ ,_ � f-=11� � ti,:�� � i ,��,,a, I � ti,a �, I I 1'� � � �_ ,; , _�. . . �� , >> _� � � � � , n,.a - � � ., 1 � ��� �.�- i : � P. � - o, o� �� � .,., ----- m � � - � ° ' - - , � - - , � o � - _ , _� _ _ _, 0 . ,. - _� .� „� � � � �°� - - �� . , . ,, � ' o P� � - - ° ° � � ' � � � . _ �. � �, a'- :_ �� �� i�a_�r � �-�- t ��o sq ti�� ea ,i I- � , . � �°d ( ASl. '� � ; 11 ^.t �� ' i� Nir�t. 41t `.,l W ,t - �� il) f lNE �,. i �, YIPE MF �>H W_W { � � i r., ... i "�l <� Mt �H lt' Y' � CURB lNL E T DI TCH GRA TE lNL E T EA R TH Dl TCH I NL E T _ --- — — �NO sca�E) (NO sca�E�� (NO sca�E) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 3' WILL BE ACCESSABLE WITH STEPS 1 �1�� �V�__ I)/V�\ W� � ��� �� ��� M I `�,. W� �l" � �I'I NIf�Ji ;��, i� ��f� i>i f �i�i��/,�r�iMni �:��nE�i>. �F�f- C:'lAL E_NU `�E C. DE lAl/ Vl//DF_ BRIS/ANIMAL GUARD �N�� ���;�<<� I.�ti�,��dJ t.�d��n�[q i1 II MI'(II:�I;Y ��,I I I�IfJt�. MIrIIIIZI IfJ IIII N�I n', WIII I�I �II�II'I'IfJ�. � ��; �i,,,,i��r, �i� i u i iinw i,i i ra �.i;ni�i i� uni i i�i � i i i i i� i �_ u i i'1���11� Il��fl. �I IIC �.i<AI�IN��, NI ���f�'.Il:ii� II��N �I(IA', Altl I�� lil Ilt�r,l��f�l t�.�>NII���I 'dll!IPI�. IIMII�, Il��r.li!N ��.nflll�i�l ',III�II�Ji• IIMII'� � i i ni i � n� , i ni �� �w - �n��:���+� � �r,�.����{� � � I�" I vniani;i i � vni inui i ,� n wni i,i i i�ir��. i i i� �Ni� i i i iii i; i wi iinri � uri ii:u� u��r� ' - --- ,— �-_ ' Y-- r , iiMii , wini ,N n� i,i 'i;i ui�,i ��,i��n, �, �.n ���i�i i;;�i � � , ���-� � ���� � � I I I �I I � I �� �' �", ' U/�!�� b'I I I I II �',I A��, �„ // /Ai�.l:l�� I I' I.UI �PJI i � �__- _�.��.--�1 r�� ��._._.......__ �����������ii�����i iWN� i I�� . �� �� Ii� f II��I ���uN;'nci,i r� i. i i i i ni vi i: � � � � i r�-____ i I I � I I � � i �_-" I . � � i AIJ I I If I II I, i ��' �'• � " I I I I � ����. u 1 � I'�VI I I I � i; � i i i; i u i � d i i iri (ni r )� � ��� �� � � � � ���� � wiiu �.���1linci•�i ..i i�,��ui ". n��;n��i.i 'i����i �.i�n �. i��N; nci;i ��� � �� � � � ..�t� W ui,n ,," nrdu r,unll/n�.��� i:� i:� i:� � � �; �u ii� i; ��- '.,I I_UI U AKk�.A` SIIAI.�. Ii�VI A'.-,UI IALiI I MUI �.II AI'PI ILI� f lil? �, ikCDDFD CR�JSION AND SII f Ct)NTt20l MULCH M�Y Ht `IRAW, .F rIAKUJJOOD �,F2 I�BCi d�;N <:ONIft01. MAI�. p. DCVFI (1NER5 Of'lION: �.f)N`STRUCIION AtlEA`� kLQUIRWG ERO`>ION ���N �tz��� M� r�3� H r�,K�>>E��>f �� �N A<:�:���»N�F W�TN A��>�f ,F E�, DRA lNA GE S lNA L E SEC TION ANU I f k fILIZE..f? `_;F'E Clf ICAlION ; (NO SCALE) S'_,00 P � L r� � A� Varics WidlYi Vaiies 4' Min. SECTION B-B ConG�n� li;,n !��int (ly��.) ��� .s . saJ�> A a0`� 'o . SECTION C-C Pli:e ezpansion joint a� buck Pavement F�amf' ':i��:walk oh �wb luie or al sidPwalk u��� �I�I<� slopeS varies `_ , � , n�lormly tc, a rn�xfmum o( 'tl °' - _ a � ° 4��;�ft. of yutter line. -� � v � ' 4� �� --- Mazirnum Slopr I��/tt SECTION A-A SIDEWALK RAMP FOR HANDICAPPED _ - _ _ -_ -- _ _ _ _ �IVV JI.HLtJ ,�ll' f11GHl -OI - WAY 10' � . .SU' (26' CUL-DE SAC) .._. .. . � I �)' � _ _ __ _ __ _ _. -- (12' CUL-DE-SAC) I (12' CUL-DE-SAC I`��� (13' CUL-DE-SAC) 1 5 (13' CUL-DE-SAC) r- - - __ _- / �� � IU�'AfION OF �LOPf `� -� 1'�niin� '� � L��I�Ilnl � �'--� '� f'KOFII L �RAUE 1�4 'F T. � I � �- LEVFL I WI �RC�WN 1 4"�F�- � ' - -- �:UNC WAl V: � � i ' Fi_n c � ��F nc� `� � - (�.C1NC. fi01 t �.I.�irH i'-�II.A_� iSlUld�i? � ���s ��,ir,��i a�� b_� �_,i�mai TYPICAL SECTION—LOCAL STREET (NO SCALE) _ �,� � :, . � � � n_,_ . �sir;�-�� �,. ��� „^;� ��ror,F _ «. ��iuNt ,nnFacrto ct�nriuintl _ .,�,_ ASPHAL T PA I//NG SECTION DEDI CA TED S TREE T R/W _ _ - _. (NO SCALE) t"-H.A.C. SURFACE 5'-N � C. BINOER t�"-STONE �� �n..,. �,t SUBCRnpE A� PHA L T P,� '✓I���C SE '� TION , ,� r0 wNE � O,a D (NO SCaLE) ��' i�n�i ��,�� i�iMii��,i�ir� ��,iui�i� � �� intii�w � n n[3 ti -i w �nii )is�,i�r �� !, �,��nrd idi�.i i' � Mnx i i_� i �_ i� ii i��, i�� t, i_� su t i�r i s i �, i i�� E; ��, � � , ; ,�, i�; r, i� F� IK �,� i f��: ;"J I`3 I�, 43 I 1 �� .3 1£; I I'i_: � � fj" `,t, 1�1 1 U I1�, F; S�� f,O � 1 I'�' , i � ii � � , ,� ' i i� I i;A V_ I�IMI NSI(1PJ'�. .,I iil'I �.i i i i i��i , � n i;�� ii i w�ni i,�ir,��, I I� I t MAx 1 t I'� I I � I' Ir. F, 6 r �I 4 .', 1 PL � 1, lr, / n � �'Fi i0 `.> I k'i. �e� - _---- __� ll� li, � IC7 6 S1 Sf ,'.� I I't� n � �i i�. a i:� t� s�� t ., � i�� PLAN itf irai ni�r.i u �� i'. iu i s r, qi i�s , i i��r ," � u�,� s�, ,.i ,. if, r�, ��i t ii ,, i r �,�, ,, �� � � �� t�,,� , � , , ��� ' NOTES: `'_�r� irn�� �d� unrr� nrii irn i�inii nr�riini,�. ��iinii r�ur�iui��M �"� I�.��II MI'lit�ltll IJ.�iiII;IMIt�II'..A' '•II �nll 1Ii IIII � � ��inr�i�ni;n i�irni��nuuri�, II �I l IIMIfIUM r11 I� r I'll'I l�lq VI IC I I I �IItNl�.tll U. �I ilMlllUM —� ni i ur i ran �,i � u� r� �.�ini i ni �,�, i+i ���,i n nr�i� ni ���,nni°�, i�,i iinu i' in � ii} r�iwi i�ni �. ,iin�i i,i niiiMiraiiM nii�r, n, a i ,��i in uu ,� nr�� iic�i; �' Mn� i ncir�� 'a inrn,ni r.i i � u i� nn��ri , � wi n Mui iu�ii i�n��i i i� i�ii . �iinii unvi i ni� �.i nnn� win� ii �.iinii -I isi in,iiii �.�nu��ii� wini ° inn �,ni�nrii.�ii� i��ivi i�u; i,�u i� =�i_�ri� FND nu i�,i i�i ni� �ii��ii�n� ����(inii i;i ��nr��.n+n��ii i� �n; iu ��.n���i �� rii�.� I���,� � ni v�rdi, i i� ii i i nrin i�� i+i �nni i n��r� ni i n i i i n�i i �,i� � 'It Ili!�1'� il '�II��.II III M�I��IIII� I'ilNillll:� I�� III Ili�ll'� II�1 --�-i_ , I,., �,III'I Ili' �f�l� �.iil'i�llll� I�u�-d, ���MI'tl II WIIII �� I�I�\ „�I V!'J�II.�I li Ihil I� � ii',I IIII I�'I ��I '�II�II Itl ill� I���I���I li if! IIII � � � ._. _� . - , .. I ��� � ���r�n;n� i ��r�i i i�i.i� i i�i !,� i n� ii i ��v °i�u�i i un .i � n�u�i , I �'��_ wi�i r:i vi ii�n u i� � i n� �.ui n i i�u� n � n. ,ri ��i .i r i ��.° ��� � ���� i ��� � i�r�i i� �� ,i i� n"i�n�i i r�i� i ii ri rni i i�� , nini r, ,� in�wri i��i� Mi ini ��i� ,�,ri� i�i ii iini i ni ���Mi�i�ni� iir��.iii ni�i� irii� .i� n�,ii 1 , i��i�i�i��ini� niii, ,iir,ii in n ni�i�i����vii� i;� nn iirniii�,i. i�n� iirn.ui ni �invii�i�� ii�i�.iu �,i � '� iiii� ��i� iinir. wni in i�nii� i��i�� ni nu �,rni,�n, i ��rni },,, i�i:i i i n� i i i ��i,� "i �n �i i rn �.i � u� �rd Mi �i i i i iu i�i �,� i i ��,� „���� ���. SIOf_ I '�. � i_ .a I IMI I I� r ii��1Nl 1 Ilt��ll ItAPlI� MAi lil I!' I li lu i.t'N�ll �.I I'li'I ir��i� �i� ii��ri i�� iuii�nii � ���i;i.����,ni� i�ii�i SF't���(:/f /('/1 TIC)NS Fnf� //OOh' ll� ll //I NO NI / 1� � , �.. � � �, _ ii,��n i�ui i Mnn i;ini iinii Mi i i iin � w;i i rai n. i M n;;�; iiu�i ni '��. � , � � ii � : � �� i�,. n ii,ii i � nl � ��il�ll Itl nMl I.I .l�fl ��I�.al nIJ � nit�.l IIII•:I P�I �I I��II �, � n i , i � II � n I I tl . I' ' ,� { �,n vnrai i i, �� u;i• i n, i M i i i � i t i i, ,i ini i i i i � Mi i i i i �� wn i u i �,� � i �. i� � � � i u�, i; iiii ri i i � iinrn� i c ni i � i i. i r� i r,�,i i i.i n r� i i i uira - un i i i i ' � ) r� i �! I I i � IAI I I�, :'i � (. II � N`J�NI.'I I I MI ii nrai wn in i; . � ni i, ra ,ii i i ii i i n i i � � �� � � , i nri , i nr�i �i i iii nii,ri n i•., � u n iinii ii nMi i I . �,� , , ,,. n�, t M i i rn i ii i i �< , � , x � ��' i�,i1 V/lf�l.' i'-, .I � 1'I � I I i) � (�. I/�III I �I II I I 1 � �((lAlf'�I Illbl M I I I 1 M� IM M VI I< lil ), I ��,�}�� I Il.l�ll�" � l�J IIV I I i I'li� iVll �1 /\ I 1 I I 1�..1 rI-II�II'Ji . I I 1 I �I�! 11 II 1 I/\�.', II 1'.i il I I� I� � �I I/\I I I5I i i/�" n� r�, .. i i ni i s; ir, iiur i�., �:ui�w a,nwrd� i� i�.� ni�i°i•.u� i" i,:ni�iu�, �% 5/4" �i 13F�F? � ME TA L END SE: C Tl ON (NO SCALE) �v;�;r l[ MNUlr.7l� � t x IF�'v�ION ABOVE (.k0� %NU �0 BE RFMUVE D C/PON ('C�NNF C l!ON l U HDUSE �(L Mf 1,UkIMFNI`, I(� Ht M!-����Uhf�r IkUM f1A�:N r7h �Y�f<U i ,1I � & /,1/'1 � ,rrr ��n,��� , '�i� �-I'l�t%{'��r.(i- .�..:C'i � � :,. ', I II �� �li r a � b � s � •:;r: � - � �� � ��� � � �. ����� � �� ��_, _ .. �''�:.:°�• ': I I IP SUBGRADE AGCREGATE �.. .; J: ^.'� � i o�r�rF� vaw�s •: . „ ; :°.: �II Il�� ll� .. °.e,�,.":; y� ���c�u�.iNC; � F" (MIN_1 .'• • ,o KEVUIRCL� .��i� MAIN -{- ,tlilv ;LOF'f 0 SOo I�If'F MnTEI L1� ° � �� - �HALL t,4f t ; !�i �IEI�AI IFII`� - kr , �,TAN[�P,kU Fi�fi tlA,, ���,^l 11 I�. • o• (,pftliUGA I l U ML f P.I . I"� 4,(I�� ."MlN ° hliN 1K (i01 AI'f'RUVf�I- I�N1.5�. ntN ,�:�iN i�,iz f�r i��f nN� i r n ���,. r.��N NOTES: -INSTALUTION OF UNDERDRAIN SHALL CONFORM TO SECTION 718 OF iHE INDNNn DEPARTMENT OF TRANSPORTATION STANDARO SPECIFlCATIONS. -iitrt�ERDRAi1vS SriFil NGi BE iNSTALLED iiNTl� FiivAL GRAGfhiG AND CGi.IrACTiGhi i5 COLi?��Eu vt4 Sii3C,Ri1uE. -ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE REMOVED PRIOR TO INSTA,LLATION OF AGGREGATE BASE -UNDERDRAINS SHALL NOT BE INSTALLED UNTI� UTILITIES LOCAiED BENEATH THE UNDERDRAINS ARE IN PLACE. (i.e. WATERMAINS, STORN SEWERS, SANITARY SEWERS, ETC.) -MIN. 6' SUB SURfACE DRAIN SUBSURFA CE L?RA /N DE TA lL d� TYPICAL SSD LA TERAL CONNEX (NO SCALE) �[ f2; SE AI f I�� "` ` - � ;N I'l_ACF � . � P.(ilf � ,.r:��\ ��f � � �11)i f I Il1l � ��� � �' I1V���� �) 1���. ���� IhtNCll f'i t� A^.'i_f�- �� iti� iiiE � � � U I � �I�L NL1 i�t r'Uh r� IH.��UGH IL �Nll(rt U t�" I'Vr PII'L �.Ftlt�ill Utal E S G�tlf RWI'�C � �`I_i'IkIEU � � �� �urac, r�a�,� �� �_i��E �� --'C�`-�� pJ�i4�-MA� -:,�if� ,'�" , I f I. MINIMUM �,F'Al�l. Ii�Fi'� ;' 1 I l. ISOME �RIC PLAN T YPI CAL HOUSE CONNEC TION TO MA lN SA Nl TA R�' SE INEF�' (NO SCALt) ``r���N ;���,�,/y ' � • p .i. � �,,� ' �Q�G\ NO RF`'�'�' = : �� = * �OL7 , F � : � � STATE OF � w ' : ?��� . �. : .� , 1 �`,,,r' �. ,.` ��i �``�.''«�.N:►' �V `` '',���s ��U N N��� ��;,`. ��, , , --� .�,, --� -� ' /, -- � " .� /'�-Gi��. ALL AN H. WEIHE—REG P. 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