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HomeMy WebLinkAbout035-97.general details, �� oz�uo , � //�� 4 � \ ♦ ' � TOPSO/L �0 � � � .� � i LOW � � :: ;, -a PO/NT � 3" '� �` :,�r: .;, . :.o ' y ; . � � ��;� � .�i� �,' � � � � �. •�'.� , j�* � �� -� :a� ���'� � �� ..•'o, r,.. � • ' =�':f .s•. , .�,�.� � BACKFILL / / .�•.: _ . . :::� ., .. . � .tA ... � �� v �. '�•,�' � •: � 0' � r. •� �Y '`_i': , . � ij � ��p :.� :, •.:.� �'. � . � v ' � . y'!� ti•.= . �; . �\`' . �`':. -f .. .�. �:, ��� :'�,:'`.,:.ai :e%. '.d :-0,•.s ':�"•:M•:4'•:' ��5. i � ' %6/ \ �� . / . 4� COMPA � D sve�R , . 2�_� . ' CONCRETE ROLL C_ AND GUT TER . ` � T i/P� Z" SCO/e: /%2 = /-O" � , .E��2�Q�- NT OL • Land clterotio�s �hich st►ip tht land ot veq�totiop, Mcludinp r�graainq, shail D� done i� o Moy Mat will minimize e►o�ion. Wh�nfv� feasibie,natu�ol wq�tatio� shcil be retainefl, prot�ct�d and suppNmtnf�d. • TM durotio� of tim� whiM on ono ��moins �xpowd shci{ be kept to o minimum. The areo :hcll be :tabiliz�d as quickly as practkol: • Temporory wQ�toticn or mulc�irtq shail b� used to prot�ct sxpos�C ore�s durMq dwelopm�nt. • PernncneM and final veQetatlon ot shucturoi erosion control dtvices shbll be instoiled oa soon as procHccl under the circumstonces. • Sedirr�nt in n,n-oft water st�ali be tropped by tM use of •uch methods oa debrf: boains, aeGiment basins ond siit trops until th� dkturb�d ana is stobilized. . . � N � . � . � . . . I SURFACE 3"FULL DEPTH ASPHALT 2" BINDER Slope� �,�� $lo e� 1.00% �- 6" COMPACTED AGGREGATE BASE TYPiCAL PARKING AREA CROSS —S�CTl0�1 SCALE: � = I �-0 I" SURfACE �n eiNOER 4" N� 53 AGGR. BASE 5" Ns 2 STON E 6AS E PENN ROAD & �NTRANCE DR IVE CROSS - SECTION 7; � S• 6 I�'...._ Ptaabr � � � N � m > i e Neertoh N4 R-t772-C Trp� Castlnq NOTE: P�ecott R�intorc�d Concfef� r � Monhol� S�ctiaa Md St�ps c�i Shoi I Conf km To A. S.T.M. " � C 4T8 l.ot�st Rwision. RuDb�r �ask�tt Shoil Confirm To A.&T.M. C443 Latest Rtvisior�. Tap� Co� Secfion �� �, Joinb-Bulk Mastic, �� Stick a RubDer lyp� Gask�t�. , . .. - Pou�a In Ploc� Or ,.�• • , . �,• : ;s.: �';�" �� •. p►�cast Conc�t• ; ++ . �—� -'r�;•+ 8'-0" spuoh d � O� ` 5 ( i)� ine 0. l 16' � Pipe Mesh W.VIIF.: �Aot c11 �xhtl�a a P�opo��d stopv c LE � No. R- l7T?- C Neenoh 1'ype ~E MOI ~F ~ 6ro1� � w .... ti,. �� A IL OF PAVED AREA '" ' Conc�ete , � Biock . \ /��/i R ��� Vbrioble DiO. 18 "(MOX. ) 4 S•6 MatcA •xwtinp �roQ� «a.a T'YPICAL SWALE SECT ION ac�u.� : � � � REINFORCED EDGE �/ / I l / / RONFORCED CONCRETE P1PE r--THREADEO R00 R� MOLOER � 1 � � 1 � � � I A 1 1 �z"c.roc.cMO►x.) � , N N Q �_._ � DIMENSIONS OF GAI.VANIZEO STEEL W EN� SOCTtONS FOR ROUNO PIPE � TYPE i M 1 N APPROX. Q OR �� ��' 6A6E A 8 H W ° PIPE IN INC1!'.3 ♦ 1" ♦ I~ 21 "� 2" SI.OPE RC.P. 12 .063 7 8 � 6 26 30 2�/2 m RGP. i� .063 0 10 6 31 36 2�l� o R.C.P. 18 .063 9 12 6 36 42 2�ij ' Z Y RC.P. 21 .OdS 10 13 6 41 49 2�/ W � U � R.C.P. 2+ .d79 12 I Q 8 51 60 2�/ z 3 W q�C,P. 30 .OT9 14 I 9 9 64 72 2�!2 0 o N R�,p jd A99 16 22 i l 69 B4 2�/ � RC.P. 42 .09'9 18 Z7 t 2 T8 90. 2�/a m°° � R�,p 48 . I8 30 I2 8a t 2 RC,p S4 .0� I 8 �3 12 8T 14 {� ~ .�4 ��ui������.I�� �I \,�t�� ib�. . . � J.Lii.iL . `' . � �� li ..� ��✓ / 4'��ri • FOR OaRRUaATED METAL. PIPE USE NEXi?:. y' SMAILER OIAMETER Ef� SECTION. :�� : t' �"- '`��`'� ` 1 �s i � � . � � � !J 'FI' Z � . . ! � � B NQ CT I ON TAI L � �,;: �: �. ; f :s 7 y '• f._�., z4 �GALE : 1" • i' . p" � ' ' .� � . � '; S • 6 �, wl' . "� � � �-'r ._._� � U . ,°� r,�� r�i`"�,. ,��N; , �. � W�I+1 RiM1Q�l1"t� � ��. / �� �� � ��''' � � � / � _ ap � � � .�� ��. � r (�'� �i ��� ' C.�.� �� � � .�� r �..�r ..� �� �r�� . ....{ �..���+ C�..rw °° 1 o° � - -- -- — .-- -�- o �. ._... _ ...._ — — _ vv � � �� �'� �.� �,,,• /' , �A �i I� �J��/ �r r, . r1: ' ,; r• �r.'! �.d.... �:.;; :• 1 ,.. .�� � .�• + . �� ..� .,•� �: � � � ; f r. •�,j•♦ • •.R` '.•. �;,++.• r �� Z. . �..�� _r_�.. . . • � _ .__. _._ ; , � a . B . . , ., .� : ' �: . �Htf. •s. �: ,:,.,�. ,.�`�:� f,..�».���:..�.,�s:.. ..,�, ,;� •.�• �;..' f . ., �i� .'s-;;•.. •..ti .. ;►." .�, `. .,�, •�.�:� : �? � ; • " �. � .• � � .. .. � '••;'i. '.I.: I.• . •�. ti •'.;,:. . ••,�...� • . »•. .. • • S7ardar4 rtinlorced� cax. Dos� ����� iH�� STRUCTURE NUMBER 2� ae 29 11e 24 48 31 I16 8� I17 27 60 34 115 . 33 60 41 � I I 3, I 14 8 I 23 %AL STt7i ET DET 1 � a l �� i � � � W V �-,� .� Z � � �x Q �s � � ° � �d � o� o. < � �d � ►- a . ? go � .Z W = W ►- y Z OJ (� 2 O 2 N `� W �Q 2 p 'W 2 � W � � z $' � _ �`s, z � �� �� � M .a � Z`o� — � Z. 0 z � o F— Z W � � � Y j � � Z J. Q _ �. �=F'a' J W W � z 3 ..,� Z W � � n- � W o Z " W c � Q � W a � W d a ~ d � SHEET oF S•6 6