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Home My WebLink About20160110 Ver 3_SF910132 REVISED FINAL #2 Permit Drawings Oct 13 2016_201610170 G � 0 � rn N 0 0 0 0 � � � � 0 N � 0 � N M O � See Sheet 9-A For Index of Sheets See Sheet 9-8 For Conventlonal Symbols �_ — _ � ��,��, � � � r\ I� /1/ �� y �7i � ��,�,j��( i � � _:��'� \.,✓ . ` I...r 98. ,,� _ .�, . 98 � � /OI � �� i� , � � : N -- / — � _ — 1 �N �aEEK � r �; � � � � A��* � %� � _ fP-, � �/• a �� ' i %' . y � . � .. r J�� . ', r Wc RC (SqGERSRO i'�_.. ,y . �°s=� – – �� PROJECT�� r � , LOCAT[ON - - ` _ � / �� I / � ,� � 1 � t —_ , , =a� a _ � �� R �o , ,, _, - - VICINITY MAP I � �� WAI�E CO U1�TY LOCATION: BRIDGE N�.132 OVER SMITH CREEI� ON SR 2052 (ROGERS RD) TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE WETLAND AND STREAM IMPACTS C� :7�T� % ��a tic 8 � �,s�c,��a s > \o� � �.�. r ,.. EXPRESS DESIGN BUILD: DIVISION 5B – YBAR 2 ' PERMIT DRAWI11tGS BRIDGE # 910132 SUBMITTAL # S–/49 R4 SUBMITTAL DATE: OHlI/L6 BLJTHE PERMIT DRAWING SHEET 1 OF 10 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF WAKE FOREST DOCUMENT NOT CONSIDERED FINAL UNLESS ALL. SIGNATURES COMPLETED HYDRAU�,EG ��„�NGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley�>>Horn ;�'°��`•�•�R��''��, PLANS PREPARED FOR ADT – 17,300 VPD 77�E NCDOT BY.• o=�,� ;��oFESSipN��q;_ b0 25 0 50 700 =,- =: SEQ� ': - o� �o�a�� DHV = ; °: 0326I5 ,•' ; 3 Q�a 2012 STANDARD SPEClFICATlONS F P:' V: Q �� \ PLANS p = ;q,r'o.k.ci,N� p��: � o LENGTH ROADWAY PROJECT DB5-910132 = 0.356 JEFFREY W.M001ZE,RE. ��''�%�„P,;,�°� ''F o �� 50 25 0 50 700 T– b% s�cNnrune: �, RIGHT OF WAY DATE: PROJECT ENGINEER � � V= 45 MPH LENGTH STRUCTURE PROJECT DB5-910132 = 0.019 ROADWAY,��s�rR.��ENGINEER � MAY 21, 2013 ELIZABETH LYNCH,P.E. ,o°�°�`Fessi'�'ti9'�,, ��a�� P R O F I L E ( F i O R I Z O N T A L) T O T A L L E N G T H O F P R O J E C T D B 5— 9 1 0 1 3 2 = 0. 3 7 5 �Ro�F�TDEsrGN FN�rueEx ��'4�° �"'�: : �� ,o Q FUNC CLASS = RURAL - sEn� _ �oa �p��,� to 5 0 l0 2o LOCAL L E T T I N G D A T E: _ o z a< 3 e - __-� SUB–REGIONAL TIER MAY 21, 2013 KZAK HAMIDI,P.E. %��R``NciNfE?o��,�.•' NCDOI" COYZ9CY ,�� Y W. MQ�o`�, E6'. PROFILE (VERTICAL) sicx,�ru�: �"'— J�3 0 � ' —� J �� Y �� Zop � m + v7 O � N � F N��Z O`��'+� ~ N � O Z nw! �"Q O�SQOr � °'Z�� QOQ�� "'WOoo, 3JacN+ c�9 N�NO � Z ~ N U�o-��¢ Q W � Z Z d�� o �~ecU�~ Oo=ZLL� Q N � y � ( % � N W W � � � � w U�Ua'�Z �QOQ�Zw QaZOd� O '� aZ �=rcndQ >�o��°' ��a��c p � � �� c? wwww�y� 0000--g p000wwo QQQQ��r i i i i i � � � � � � � � p 0 0 0 0 0'? N N NNNN� � � � � � � �� W W W W W W N m m m m m m 3i 0 � � � � �� r��F-� VUUUUUa QO0000� � I I I I I=i >»»>� wwwwww� �� F-Q� y tn cn tn N 1n � zzzzzzc Q 0 � � 0 �� V(JVVVVa �c�r�Vut�_ -L - GRlUJ-350 TL-3 % \ � - - � v�q � E D BRIDGE BEGIH APPROACH SLAB a �� -L- Sto.2/t 5.a -L- Sto.20-f33.86 � �� DETAIL SHOWING BRIDGE /PAVEMENT RELATIONSHIP -L- StaJ5f83.00 S O .. , '.n'iiP-F� � I � �Rd \ � P� �� P�� c�R6 , /32-4 24' RCP-III LlMITS OF DISTURBANCE lN MlTlGA7/ON AREA - �32_2 BEGIN PROPOSED l0'CONC GREENWAY- -Gl- POC Sfa. 11+85.00 = -L- POT Sta. 21+54.45 178.09' L7) CUT DiTCh SEE DETAiL 9. � SHEET 2 B /32- e \ ADDiTiONAL CL4SS il RiP RAP ADDED BY CONTRACTOR RETAIN CB RETAIN EXIST REMOVE AND REPL4CE STONE WALL 5"CONC ISLAND RETAIN CB 15" REMOVE 35 OF EXIST STONE N✓PLL FOR CURB RNMP , CONSTRUCTION _ n RCP-iv �� ce 0 cR 2 25''� . ,_ F- �� 2�,q cR-i ]�j ' Fi\ \ � b- � c�G �� R rG 6 �I3� 29.5'� MOD ; �N�i �s�i zo��,vi cei �R a-i 29�' ��13, CB i5.� p i /0:/ � ,10:1 GRAU-350 �„g' C&� � _ _ , TL-3 � �I i`� _ _ _ � ' � _ _ ca-s � _-- - F3@2q• RCP �/ H��-� F � , - � cav nTHFa � �-*' i REMOVE EXIST CURB RAMP � �\� � Tnw SEE NOTE 16 -L- StoJ5+05.00 BEGIN MILLING AND R�SURFACING /32-/ '---- �-�,� sEE NOTE iz J '-'ac PROPOSED 35'SANITARY SEWER LINE lN 54"STEEL SEE NOTE 17 ENCASEMENT (BY OTHERS) CLASS I RIP RAP OUTLET PROTECTION — ExTENo Ta TaP oF EMaANKMENT PRorEC EST 20 TONS EST 25 SY GF� STANDARD BASE DITCH- / CLASS II RIP RAP Si i0 i0N5 EST 75 SY GFD SEE �ETAIL 13,SHEET 2 SEE NDTE 13- EXISTING BRIDGE EXCAVAi (SEE DETAIL 0, SHEET 2-E FND PROPOSED l0' CONC GREENWAY -Gl- Sta.l3+� PROPOSED GREENWAY (BY OTh PROPOSED PERMANENT EASEMENT (BY OTHERS) PROPOSFD SfNITARY LINE (BY OTHERS) P-iv / // �/ \ /32-5 PERMIT DRAWINGS LEVEL SPREADER TIE PROP JB W/ MH INTO EXiSTWG PiPE BEGIN PROPOSEO l0'CONC GREENWAY �2- POT Sta. 10+40.00 � g / + , N SPECIAL LATERAL 'V' DiTCh'. SEE DETAiL 3, SHEET 2-B � � � Z �r u u- c u E�E c� � �� - - � � c w -ru .--- :---.--- � iad ce i � DR ?,�„ �� l3' O � 295' � //' � N z9.5� �� Q P ivi ce � zao� z-n�c�c i3' � e � i l0:1 Oel � PROIECT REFEftENCE NO. SHEET NO. oes 9iais2 a ROADWAV DESIGN HYDRAUUCS ENGINEER ENGWEER �`,?�R'F45S�0`�y9': �`��FESpa�'�'.0�; : �O �Y,9 : ` �.QQ� N� : , �4 SEAL �� = SEAL = ozaase = 032615 = �:��',r'+'1;GINEE?'&�.,J %�9�•`.`�NGINE�'Q:'��,: ,, ��N D, �p�\�`,: ,,',�h�uui�i�oO,,, i iiu��o`O`. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � BLJTHE Kimley>>> Horn PERMIT DRAWING SHEET 2 OF 10 �DENOtES IMPACTS M SURPACE WATER �DENOTES TEMPORARV IMPACTS W SURFACE WATER B' / GRAU 350 GRAU 350 �� F �20:lGUAROFNL �EL Oy�S � ---�uPFR F- - -- F�� ---R-F -- Fz I I � � ` � � � _ � - � \ �2 B�`z CLASS II RIP RAP � �PROPOSED SOFT TRAIL � � TO ELEV.230.0' � (BY OTHERS) � (STRl1CTl1RES '.� � � PAY ITEM, TYPI � CLASS 'B' RIP RAP �� ou7�E7 aaorEcrioN � �� ST ID SY� OFD ` �'a �� SEE SHEETS 2-C THRU 2-F FOR CUh7B RAMP DETAILS \ ,'� " SEE SHEET 6 FOR -L- PROFILE � SEE SNEET 7 FOR -Gl- AND -G2- PROFILES azz �� s��s� PROPosEo cREENwAr SEE SNEET S-1 THRU 5-33 FOR STRUCTURE PLANS � � � ��er orHERs� � � � � � Nores: �� l TlE TO EXIST CURB & GUTTER � �' /32 3 � �� 2� rie ro exisr si�EW4uc �� . 03 RE7Ally EXIST CURB RAtiIP �e� s\ a❑ nausrMeNr oF MaN�o�e � 82 z� \F,� � 5❑ RE7AIN RISER A/y0 24' HDPE \ ❑6 CONTRAC70R TO USE EXTR£ME CAUTIDN WHEN EXCqVATING ANO PLACING �\� `� PIPE lN VlCINIrY OF fXIST UNDER6ROUN0 W�E EMC POWER LINE \ E N Q R TAIN XIST ROCK CRO S VANE.I TfGRATE PROPOSfD \\ E�BANKMENT PROTEC7i0r� y�/ CROSS VANE W/ MIxTURE OF � CLASS � AND CLA55 /Rl AP � E57 2 TONS CG B RlP RAP,EST 2 7QNS CLIRIP RAP ENGINEER TO Fl£LD VERIfY INSTALLATION �� B PLACE CCASS ll RlP RAP W/ GFO FRO,�/ TpE OF SLOP/NG ABUT.L�EN7 i0 Ep�E OF GREENVIAY P'ATH. ES7' l3d 7'ONS \ \ ES7' 140 SY GFD '�\ ❑9 SHOP CURVfD GUARDRAIL !R = ZO'1 1 /0 RETAIN TRANSFOR,IIERS ll RETAIN EXIST WALL AND �RAlN.4CE SYSTEM \ 'I l2 RCCK PLA7/NG - CLASS ll RlP RA<' yy/ 6F0 W/ l5d SLOPES \ E5T i55 70/V5. E5T i65 SY GFD SEE OETNLI.SnEET 2-B l3 RlP RAP ENBANK,1/ENT PROTEC'fION � CLASS ll RlP RM, ES7 /80 TONS �� EST 200 SY GFO SEE OE7AlL 2.SHEE7 2-B l4 RlP RAP EMBANKMfNT PR07EC7'lON CLASS ll RlP RM, E5T 25 TONS EST 25 SY GFD SEE OE7AlL 2.SHEET 2-B �5 REMOVE EXiSTING DIAND l5"CMP l6 STANDARD gASE DITCH �// CLASS lRIP RAP EST 45 70N5 E5T 60 SY GFD SEE DET,WL u.SnEET 2-B �7 E57 �BS �ONS DITCH yy/ CLA55 / RlP RAP EST 275 Sr GFD SEE DETAIL IO,SNEET 2-8 � J J � Q � ��F= "' � d � M � � ap t N N n N � N H N I � J J � �Q� a a �~Z Z� Z � Z V oo� ��O v W d W� Z ��w � � � W Y � FFQ Q O W � � � � N 0 ��a i i i ,o �o ,o p O O N N N c �� gW W W m m m � 0�� vu�� QOO� i � �a Wwws � � K i �� ~NN� ZZZS p00� � N M � O rn m � h O � 0 0 rn �j 0 0 3 O O � J Q � �fl 0 � � � 0 132-5 Q RETA�N �8�� R�P� * N SPECiAL IATERAL 'V' DiTCH � SEE DETAi� 3. SHEET 2-B REMaVE ie• RCP- DO N07 DISTURB SIGN � � � � � z z � i� ti W � 7 � � 8 R w CB � � �— �2o R - cR� � d CB IS'RCP-�V CB -� > ?9s N a Q � 295' � ce i5 Rcp-iv ca i � � 18' REMOVE AND RESET - _ - F Exisr cOzso7aAtc R J V SFDIMENT BASIN � � E _E7 CHANNEL�� GFD ONMBANKS . I RIP RAP 'ry �T 20 TDNS.EST 40 GFD X OF CL B RIP RAP AND I RIP RAP IN STREAM BEp �T 5 TgNS CL B.EST 10 TONS CL I iE OET IL 5,SHEET 2-8 ALIJMINLJM BOX CLILVERT STRIJCTl1RE N0.30 CL STA 27+25 -L-. SKE1� = 102' SPAN = 15'-4"; RISE = 6'-5' �ENGTIi = u25' WV W= 222.5, W OUT = 2244 gEAO��yAL�SP�PRANO DO�NSiREAM P CONCRETE SILL INSET Y FROM H'� RIP RAP EMBANKMENT PROTECTION �CLA55 II RIP RAP E57 10 iONS EST i0 SY GFp SEE DETAIL 2, SHEET 2-8 RCP-IV -REMOVE/REPLACE CB TIE TO Ex15TING IS' f5" RCP-III / /, � mti, t8 S E��` ,j, -' F _ � _ 7 F � 42' � , �W/ - - H ,RAL'J3�0 � e ", �2 �6 �sc RCP ce � RETAIN 36"� , ,,,,,,,,� /3� RETAIN 42'� y LCLASS 'B' RIP RAP '�' OIJTLET PROTECTION \ EST 3 TDNS EST 10 SY GF� 132-3 BEGIN CULVERT -L- STA. 27+17.16 auT�ET cHnNNE� iMPRovEMENTs CL IRR �y/ CFD ON BANKS EST 20 TONS,EST 40 GFD Mix oF c� a RiP RAP allo c� iRiP aAP iN sTaEAM aEo EST 5 TONS CL B,EST 7 TONS CL I SEE �ETAIL 6, SHEET 2-B END CULVERT -L- STA 27+3284 REMOVE I9 LF OF EX6T 36' RCP REMOVE BLMD d8 30' RCP, AND fES P� ROMTCONFWEN�E OF �rE�r�a� FE��E STREAM P oN REMaiNiNc zo ouTFAu I RIP RAP g II RIP RAP * k�j � DO NOT DISTURB EXIST RETAINING WALL -TOE PROTECTION sEE oETai� a. SEsv Ps�M J8T'N/MH � \ SITE 2 i5• F � 3�° RrP-mr,r�au-3s � TtE PROP CB INTO MHW/36' O ANDAPiPE EXISTING 36' SYSTEM RCP-III REMovE QNo REP�acE �JB w/ TBJB '�/ MH �-� __ CB 15'ftCP- �i ��y�' �� PROPOSFD CAST-IN-PCACE RETAIN/NG WALL -L- STA 27+5L28 TO 28+4438 ScE SHEET R-1 PROPOSED PIPE HANORAIL -L- STA 27f52.86 TO 25+32.70 i7T (80 LF) I I/ \ 1 e! RETAIN CB AND 36"RCP RETaw za� \, /32-6 �.� F-,r r ,.1/ �� ` � I �' �, _ RETaiN MH RETAiN MH RE7AlN SIDEWl�IK RETAIN 24" C6 //' 29.5' //' /3' IS"RCP-ly 24' l3' 905' ce u v , o� �- �-.. _-------- F_ - - - � l0o'TAPER � � sa R TOE PROTECTION � � �� SEE �ETAIL 7, SHEET 2-B �` . i o eti �� EST 100 �SY G �L B RIP RAP T/E TO EXIST SIDE� K TO BE � L INSTAl1ED BY OTHER� �. I � /// � � � �� 132-9 � ; � ez �� TlE TO EXIST tG TO BE INSTALLED 6Y O�;HERS / � h S � '1 ! ' � az_ �/ eti .� G'JARORNL' TO BF � RELOC,4YED BY OTHERS �, � m / �� wF P�.s- � �� II ° PROP ORNEWAY lBY OTHERSI � �\, - �� G n ,I TIE TO EXIST C&G TO BE -�--�_ -�� INSL�I LED BY OTHERS I I � � TlE TO EXIST DRNEWAY TO BE E iNsr�r�Eo ar orHERs \-E I I ��' riE ro Exisr cae ro eE E iNsru�o av orHERs 132-7 SEE SHEET 7 FOR II �� ENLARCEl�ENT OF �MPACT AREA II i' ouT�ET aaoTECTiaN nNo ouT�ET cHaNNNE� iMPROVEMENTs II ;'', PLACE CLA55 II RIP RAP IN CHANNEL uP 7D 70P ElEVA71DN OF FOOTINC BENEATH PIPE AND EXTEND RIP RAP INTO THE cHANNE� oo NSTREAM Ta Tr+E POE �iMiTs. �nv ancK s�oPE�s nr z:i allo �wE VyiTr+ aass u RiP RaP I 4,�' AN� GEOTEXTILE FABRIC CLA55 II RIP RAP, ESi 50 i0N5 EST 100 SY GFD Q LAYERSI S � � � � Q J ;V m � � � U � � '' , = w a � �� 3a o- PERMIT DRAWING$ RE7 AM � 2 ��/z � �R � ca� p � 4 RErAIN �z cuRe iz �7 iz �z ReraiN cuRe PROIECT REFEftENCE NO. SHEET NO. oes 9iais2 s ROADWAV DESIGN HYDRAUUCS ENGINEER ENGWEER �`,?�R'F45S�0`�y9': �`��FESpa�'�'.0�; :: �O �',9 : ` ?'2Q� N.�l ; ' �4 SEAL �� = SEAL = ozaase = 032615 = : ; •`•, F,y Ee,;' : v'., �rN E,Q�.i� ? '�..rF • GINE,. &F..` %9J:• GINE,. ��,.� ,,,ON''p; �p�,.. ,,',�h�uui�i�oO,,, i iiu��"�� \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � BLJTHE Kimley>>> Horn �DENOTES IMPACT$ IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACF WATFft PERMIT DRAWING SHEET 4 OF 10 SEE SHEETS 2-C THRU 2-F FOR CURB RAMP DETAILS SEE SHEET 6 FOR -L- PROFILE NOTES: QTIE TO EX/57 CURB AND GU7TER QT�f 70 EXiST SIDEWACK ❑3 RETWN EXIST CURB RAMP J❑ADJUST�IENT OF dIANHOLE WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 20+74.21 (LT) to Embankment Protection 0.03 < 0.01 186 5 21+31.28 (RT) 2 -L- 27+04.02 to Aluminum Box Culvert < 0.01 < 0.01 20 20 27+19.50 (RT) 2 -L- 27+25.78 to Aluminum Box Culvert < 0.01 < 0.01 38 20 27+75.80 (LT) 2 -L- 28+21.23 to Roadway < 0.01 18 28+31.06 (RT) 1 -L- 20+73.29 (LT) to Embankment Protection 0.01 85 20+96.60 (RT) 1 -L- 21+02.74 to Embankment Protection < 0.01 22 21+22.85 (RT) 2 -L- 27+72.38 to Embankment Protection < 0.01 18 27+93.05 (LT) TOTALS*: 0.06 < 0.01 387 45 0 *Rounded totals are sum of actual impacts NOTES: *Total Permanent Channel Impacts along the centerline of Smith Creek is 186 linear feet. **Total Temporary Channel Impacts along the centerline of Smith Creek is 5 linear feet. ***Total Permanent Channel Impacts along the centerline of UT1 to Smith Creek is 76 linear feet. ****Total Temporary Channel Impacts along the centerline of UT1 to Smith Creek is 40 linear feet. **'`**Total Permanent Channel Impacts along the centerline of UT2 to Smith Creek is 18 linear feet. 2013 10 24 0 � � z N 0 J � 0 � 0 0 Q 0 z � Q z �, 0 h J J Q � r 0 ❑ W N 1 W K � � 0 N N � O u O � > � � z 0 u 0 rn m � .� 0 0 0 rn � N 0 0 � 0 � Q � 2.o Ft DETAIL 1 � ROCK PLATWG DETAII ( Not to Scale� SHOULDER POINT ��- � 20 ft \�j CLASS II RIP RAP O 3.0 N ' - i MIN. OVERLAP � �� S.� � TOE OF SLOPE ��p�AF FABRIC OVERLAP DETAIL GEOTEXTILE � �� ( Noi fo Scole) 10 N OVERLAP (IF REQU�RED) 3.5 ft� FROM STA. 19 + 50 TO STA. 20 + 30 -L- (RT) DETAIL 5 TYPICAL SECTION - INLET CHANNEL IMPROVEMENTS ( Not to Scale) EXIST EXIST 2@ 92"W X 72"H �ROUND CMP ARCH EXCAVATION � _ � / � — � � / LS:I SLOPE W/ = � � � CLASS l RIPRAP AND 6� �5" GEOTEXTILE FABRIC - - - - _-- - ON BANKS ITYP) MlX OF CLASS B AND f-E— l5'-4" - CLASS l RlP RAP COUNTER-SUNK INTO UPSTREAM CHANNEL TO TOP OF PROPOSED SILL STA. 27+36 -L- (LT) DETAIL 2 RIP RAP AT EMBANKMENT � Not to Scale) 10'min. Ditch 1.0'minJ Grade 2.0 FT � � GEOTEXTILE —� Type of Liner= Ciass II Rip Rap W/Geotextile Fabric STA. 20+83 -L- (LT) STA.20+95 -L- (RT) FROM STA. 11 : 84 TO 13 -F 26 -Gl- (RT) STA. 27+85 -L- (LT) PROPOSED ALUMINUM BOX CULVERT *30 �� 2 � l.0' BUR/ED Y CONCRETE S/LL INSET 2' FROM FACE OF HEADWALL DETAIL 3 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 31 � Fill Ground 3 � Slope D Min. D = 1.0 Ft. FROM STA. 22 + 50 TO STA. 25 + 50 -L- (LT) BRIDGE 9I0737. PERMIT DRAWINGS DETAIL 4 TOE PROTECTION ( Not to Scale� O� NATURAL � `L�'� �� GROUND \ F� � d CI= 2 Ft. FILL 6= 2 Ft. SLOPE Type of Liner= PSRM FROM STA. 28 + 50 TO STA. 29 + 50 -L- (LT) DETAIL b TYPICAL SECTION - OUTLET CHANNEL IMPROVEMENTS � Not to Scale) EXIST EXIST 2@ 92"W X 72"H PRQPOSED ALUMINUM GROUND CMP ARCH BOX CULVERT "30 _ — _ _ ` � ' � � � . / I \ � — � — — � / \ / \ — � � — 1.5:1 SLOPE W/ '"` CLASS l RIPRAP AND �EOTEXTILE FABRIC ON BANKS (TYPI EXCAVATION DETAIL 9 CUT DITCH ( Not to Scnle) Front ot Ditch Natural � �,.1 ,�gC Slope Ground �•� p F�at � Min. D = 1.0 Ft. FROM STA. 11 + 85 TO STA. 12 + 12 -Gl- (RT) 2' �� l5'-4"�; �MLAS�FI R/PSRAP AND COUNTER-SUNK INTO DOWNSTREAM CHANNEL STA. 27+13 -L- (RT) PROIECT REFEftENCE NO. oes 9iais2 .OADWAV DESIGN ENGINEER SHEET NO. 2-B ENGWEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � BLJTHE Kimley >> Horn PERMIT DRAWING SHEET 9 OF 10 DETAIL 7 TOE PROTECTION ( Not to Scale� � 1 � � � FILL NATURAL �� ,�� SLOPE GROUND d GEOTEXTILE d = 2.0 Ft. Type of Liner= Class 'B' Rip–Rap FROM STA.30+35 TO STA.32+50 -L- (RT) DETAIL 10 LATERAL BASE DITCH ( Not to Scale) Natural � F�n Ground ?'7 p �,'.� 1'ift. Slope d GEOTEXTILE g Min. D= 2.0 Ft. *When B is < 6.0' Max. C1= 4.0 Ft. Type of Liner= CL I Rip-Rap 6= 4.0 Ft. W/Geotextile Fabric b= 2_0 Ft. FROM STA. 19+50 TO STA.20+68 -L- (RT) DETAIL 12 OUTLET CHANNEL IMPROVEMENTS PROPOSED CAST-IN-PLACE (Notto S�ale� �RETAINING WALL EXIST 42" TO _ BE RETAINED EXIST —�� GROUND i I 2:l SLOPE W/ - � � � CLA55 /l RIPRAP AND �� GEOTEXTILE FABRIC �J�J�J EXISTING FOOTIN� �-EXCAVATION STA_ 28+31 -L- (RT) PLACE CLASS ll R/P RAP lN CNANNEL UP TO TOP ELEVATION OF FOOTING BENEATH PIPE DETAIL 11 STANDARD BASE DITCH ( Not to Scale� Natural Naturol Ground ?•j 7,�.� Ground d � Geotextile g Min. D= 2.0 Ft. Max. d = 4.0 Ft. B = 4.0 Ft. Type of Liner= CL I Rip-Rap W/Geotextile Fabric FROM STA. 19 + 07 TO STA. 19 + 50 -L- (RT) DETAII 13 STANDARD BASE DITCH ( Not to Scale) Notural Natural Ground ?• j �,•.� Ground d � Geotextile � g Min. D= 2.0 Ft. Max. d = 4.0 Ft. 6= 15.0 Ft. Type of Liner= CL II Rip-Rap W/Geotextile Fabric FROM STA. 20+68 TO STA.20+97 -L- (RT)