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<br /> 6•- 2. 5,
<br /> � ��• � 0.& �'�2000t CON�tETE LL I�NLEA D NOTES BEIOW) lY IS-12.5 QA)
<br /> 1. AIATCH EXISTINC DRNEWAY SEC110N ����
<br /> = 2. YINIMUM DIMENSIONS SIIONRI. � a;� ��F�T���3 pyERl.pP END JOINTS f���7
<br /> '&'DENOIFS DE C1A55 R � MINIMUM OF 6'M1D STAPLE 7--��
<br /> CONOtETE fl4O(F1LL TO a5 , OVERLAP AT 1S INTERVpiS. (IS Qd) �
<br /> F 9C*II'MIN. DIAMETFR OF i1PE 6'
<br /> � OF WTSi�E DIAMETE0.WRM �
<br /> SHnPED BEDOPlG. 6.
<br /> 8 � �� ��� s' A ���sa+)
<br /> � � ir _ ( ason� ��
<br /> coMvxreo anacr�u /
<br /> 3'SP 9.5 WEARING COURSE MI7(fURE(SPWEA210B) & qy �
<br /> 1 0.,�• • ANOqR„lBIOI �
<br /> 1Ti'
<br /> (Pl/uCE IN 2 EOUAL UFtS) au+eur Nor cauasE�irEa�c,raec,�� � . . \
<br /> lEiS THIW 6"
<br /> � MN00T SVEC.3149M MOD. . . . _�" .. . . .
<br /> 8'A(xREC�qE B0.SE ClASS 5, 100x CRUSHED _. � wno Fnc7aa i.e . . �� ,
<br /> GEOiEXTIIE FABRIC� iYPE V NON-WOVETI e�,ir nmr. v�ere�NaT�oF v�� anss a . , - p�-. °.
<br /> HVlD SHAVED FROM nNGUIM ' I . . 4,.�"
<br /> COMPAC7ID SUBGPoIDE � eeoou,wnnmeu� ��quy . � � r . ' ----
<br /> srnv�vnnvuyoEram s'uu iw�wtTuo�ruu�ort+rs
<br /> FOl1DW MhMIFALTURBLS MINIMIM OF 6' P(10 CM)
<br /> b• . .. . SPE�FlGTIONS
<br /> - CAMPARFD BAIXFILL �
<br /> TYPICAL PAVING SECTION - DRNEWAY 1 � � ca�asE Fl«n accnEc,�,� ;�''z,
<br /> .. MNOOT SPER 3199X MOD. �\
<br /> NOf TO SYIE C.-EOI O.SBc 'Bf OENOiES WfSIDE lOAO FACTOR 1.5 \ . .
<br /> &r 11'MIN. DUMETER OF PIGE ��� � .
<br /> ANQIOR lRENQ1 . ' � .
<br /> HAND SNAPED FROM FIRM L DW 6'%6'7RFNR1 / 1'TO 3'
<br /> L UNDISiURBED SOIL 2.!AY&.�M(Ef IN TREMCN � + 12"
<br /> 3.$fMLE RT 1.5'IMTERVILS
<br /> 6' . a.BAO(FILL WITN NnNRI150LL AND OONPAC'f � 6' (���
<br /> � COMGAC7FD BACI(FRL 5.BLRN/FT lfNGfH SMAtl NOT IX�ED 100' � �"', FLOW
<br /> 1I � � K7THOUf iV!ONQ10N TRBJ01 6.
<br /> If I "I 6�� 9'-6' ��
<br /> &'/1 BUT NOT � COlIRSE RL7ER AGGREGATE (35 CT7) (10-IS C!� (15 QA) I
<br /> �$5 7W W 6' MNDOT SPEC.]149H MOD. / �
<br /> �• ♦�•'�♦ •� ♦ LOAD FKTOR 1.5 NOTE:
<br /> "Bc'DENOTES OUfSIDE 6"
<br /> C1A55 G2 AOPE SURFA�SMALL BE HiEE OF 0.0CK5.SOIL QUMPS. (15 OA)
<br /> &i12"Mill DIAMETER OF PIVE wW0 SMnGEO FRON nNGUTAR SfICYS.VEH/QE IMPRINTS,MID GRA4S&ANKETS 51NL1
<br /> IWVE GOOD�IL CONTACf.
<br /> BEDDING MqTEAIPl CNECN SIAT
<br /> BITUMINOUS TO AIATCH
<br /> SURFACE OF IXISTINC 8 �� (veasrEc�iuna+�
<br /> DRNEWAY �'$O � ��� ��s��� 0 O � EROSION CONTROL BLANKEf �_��
<br /> ((O O BEDDING METHODS '"'�0°6 � � EROSION CONTROL BLANKET ^�2°°e � �
<br /> ��`�`+` `.`.` . `;4 �) FOR RCP � � t' INSTALLATION
<br /> � . ou*e�o. d- ,�,��� � t' CHANNELINSTALLATION �
<br /> A e}1 �� G�� ERO-2A � ERO-28
<br /> -..r ,as_cu+-.cwc
<br /> • • • • MATCH IX. • • •
<br /> • • DRNEWAY WIDTH ` • �,�":: �.T` A �t t . ��-aK . �.
<br /> ..� ���t' .���'�1 1w1�).��� `..F.. � �
<br /> QCISTING ROADWAY a ,��`�r \ A`�,s S`e .j�`� y'X '� � .
<br /> i�- �,� ey�' iR .. ��..�... •e.,3� 3..y,-r .. � ..
<br /> � . �I � ` f�� �_-�. s ���_• � �_ .�- ..
<br /> i ��+s��•`�`� � "'_+ ��� �i P��.'M+'r.*'`�
<br /> B SEE CRY PIATE NO.Sf0]FOR 0.IWIPP RA�LffNT. �) -R1Pf1AP ��' '!' ' �A'�'-+L, .� -6..,^ro � '
<br /> r / .�+: . �� i���sy �,Pti�..
<br /> DI AA1 lA j .i�; � '. � -�,,7,�.r�� .
<br /> LVOLL
<br /> RCP FES W/TRASH GU�RD �.• =
<br /> NIQpR QIP ', n �.� SPLVAGE AND R�NSTALL-
<br /> STANO�WD PLATE Sf0-6 (TYP) . .t ��VJJDSCAPE RIPRAP
<br /> DRNEWAY SECTION ���` '� "'
<br /> �; :
<br /> f �' ��� :°' _.:� �`�
<br /> oEru� i/c-eoi �
<br /> . ,.,�
<br /> �� --= ------- = 3,•� G's� f,.� � i h�.
<br /> 5:� 5� _- - '-=== - �OPf MINIA/U � � LyQg; PH070 LOOKING SOUTH '..� .".�.�-'�.�^,,.�� �"
<br /> ,.�.............._.......
<br /> ................... Ly
<br /> O.SX jp �-�E ' 1� EAST AT 4650 CREEKWOOD ,y, - �
<br /> 1�N �t7� 4 CUS52R1PINPREQU70.EMEM5 B TWJL DRNEWAY ,� �,
<br /> 36' RCP 1� _ , ��4 � ir m N• �cva�c raaos * � � .,` -
<br /> ✓ 7T TO 33' e ClR[C YARDS SD
<br /> �l '� l6'TO 4H' 12 CUBIC YARD$ ' f ,� '. '
<br /> SEE PLAN � �_� TiE LAST 7 PiPE JOINTS. 54'AND W 16 NBIC YMDS � � ��-1.�.,< , .
<br /> �a ; use z ne ear rwsra�au (ONE Q1BIC YMD IS NPP0.0%ItM7ELY 2,BOO 1B5.) -' ' ��
<br /> SECTION A-A . ♦ PERJOIM.INSTPilAT
<br /> �r.,"��` '� *s°:
<br /> eo°Fnon ror on eorron -ek��
<br /> � 6. ,.Y
<br /> av�ve. - �_. ..,. _, . -_'�..
<br /> PROVIDE 3 N1QIpt QIPS 70 FASTEN -� � ��� � 1 �/'��' � :
<br /> z� _ w � �
<br /> ........:.... .........._.........:_'"__'_.._ .....'_'.._.. ...__._.._... _....._....._._. TMSM GU�0.D TO FURED END SKt10N. `� � _ I�j�-� .
<br /> / 4-� r� �
<br /> ...,-..................+.._.._.�. ...."_"'_ � ......"""' """_"._.._. .........._.... MOT DIV WLVANIZE 0.FfBt FABRIGTION. 1'MM ^ :.u. �,•- a�•. <��1�
<br /> ...._....."____._.: ...... ._..._..::._....'""__.......__......_._.._. . .
<br /> 2.S MIN. COVER. . fasntc � . � w r.y,s � +'�'' + � �.
<br /> 3��$ ,r • ♦ \SV h GIPE 97F RASH�S�NG �� FLL7ER BUNKET ��r��d����W"i�'�R�� �
<br /> 3' SEClIONA-A �� �` y� �` �*- };
<br /> 12' 3H'B 21R' S/9' �y.;t` � �•Y"'`R� �,(�ka. �t' 's�
<br /> 15' 3l4'0 3" 5/8" NOTE �' � �y��w�,, " �+�. �T�'� :� �
<br /> ISONEfItIC IB' 3l9'0 1' S/8' iRiER&ANI�T REQUIRED U�AE0.RIPRAV '•+� �e.�1(ti.�L.-�4 ..,�j�' �+' •t•Y �.
<br /> 23'-l1' 1'0 4' 3/4' - ..���j� ,- '4 -
<br /> 21.36' 1'0 S 3/9' 00.2 IAYE0.5 OF 500X MIRAF/FABRIC OR ...R � _ -^� . �� a. Vf�. . �� .. a A
<br /> SEC110N B-B ar re 6' 7H' E� L '��� '1J4 "`{y'�a ,,,... , ' ,'.
<br /> �8'-SI^ I IH'0 6' 1' 7y 4,Q, -�' ��r �' � �, . ,.
<br /> 60"-R' 1 119'¢ T 1' f..i��D,�'�' �yyy ���� �A.G� �f i>,` � �
<br /> 76'-90" (U�'0 8` 1' FLL7ERBl/VtlQT . ����° ������� � �'. • �•JJ(1`i: l Nf•ki
<br /> TYPICAL CULVERT DETAIL z �mONe.° ""�` '�,�:_ ''� ` `~'� ,�,
<br /> ���
<br /> ,•_ ;�` - � �� �� `��`�
<br /> �ro�� ��� 40� usrxr.wvon ��� ��� f T -�. - NOTE: PHOTO LOOKING NOR�
<br /> O O ��� �O�O iwzov �M�, � yc .,�ADR4NEWAYCREEKWOOD .=Lti. ��
<br /> FLARED END SECTION � 1 M . '
<br /> � � �' AND TRASH GUARD ruhna '� � t� RIPRAP AT OUTLEfS ruae no. �'���" � � :... �' . .. � �
<br /> 6' �3'�. "�t= ��3 I
<br /> �
<br /> STO-6 '� STO-7 c�+r.v.c`. �:�.� PHOTO 2 � .i II
<br /> ��s_��°-e� ,}s�«-��� PHOTOS 1 AND 2 - LANDSCAPE RIPRAP 3
<br /> Hor m s� c-eot
<br /> S� PRIME CONSULTPNT PR0.1ECi TITLE $�{�7 n�
<br /> i,�,.�,.n,,,T,��„ �,p„ PaMrER c�tEac DEfAILS
<br /> � ��,���.����� �^� WENCK �,�,� ��
<br /> SUpEAV19q1 A1W 1lMT I NI A OUIY LICF1154D
<br /> � �APRO�,�4,0lIAL�A UtOEIt lYE I/iM'S 0�ilff
<br /> - � DWN BY CHK'D APP'D DWC DATE JAN LO16
<br /> 8 �,W,E i H R . M nN ` MINNEHAHA CREEK M,ls scuF AS SHOWN
<br /> � i� /;�1� Responsive partner,ExcepUonal outcomes. W AT E R S H E D D I S T R I�7
<br /> � 0 ISSUm FOR QUOiES MJ$ CJA1 01�15�16 �n� PRQIECT N0. SHEEf N0. REV N0.
<br /> � �,
<br /> � REV REVISION DESCRIPTION DWN APP REV DATE aTE Ol/15/2016��/ �� 43066 �u�tltv OF WATER,QUAIITY Of LIFE O�BS-SO9� C-�O� Q
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