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HomeMy WebLinkAbout20190109 Ver 1_B5326_Permit_Drawings_Buffer_20190122_20190124. .• . • . � ff� � � ff� f� ff} � � ff} f� � � � � � z �� 0 ��� ��� ��� � ��� �� ��Q v� � z ��� ��w ��� ��� ��� ��� ��� ff� ff} �} � N M � � ., � � •, vs ro �� B� ����� �� ����� ���.����� �������� �� ����� �� LOCATI01�: REPLACE BRIDGE 1�0. 247 OVER WHITE OAl� CREEl� 01� SR 2��� (RA Y1�OR RD) TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D PERMIT DRA WI1�GS: B UFFER IMPA CTS THIS PROJECT HAS NO CONTROL OF ACCESS. THIS PROJECT IS PARTIALLY WITHIN THE TOWN OF GARNER MUNICIPAL LIMITS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. STR UCTURES 11ICDOT C011ITACT: DAVI D STUTTS, PE STRUCTURES MANAGEMENT UNIT WH�T T � SE�'4KR R 2 ��� D INCOMPLETE PL�NS DO NOT USE FOR R� W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PREPARED IN THE OFFICE OF: HyDRA ULICS E11tGI1VEER GRAPHIC SCALES DESIGII t DA TA PR OJECT LEI�GTH WSP "� � 434 Fayettevilie Street, Suire I500 Raieigh, IVC 27601 ADT 2019 = 4767 Tel. (919) 836-4040 www.wsp—pb.com 50 25 0 50 l00 LEI�GTH ROADWAY PROJECT B-5326 = 0.262 MI Li�enSe 1�'0. F-089I �� ���r� ADT 2 040 = 6400 F R THE N RTH AR LINA DEPARTMENT F TRAN P RTATI N �� C�� K = � 2 p�0 2018 STANDARD SPECIFICATIONS ! PLANS LEI�GTH STRUCTURE PROJECT 8-5326 = 0.028 MI � ��� 0 P.E. 2 1 D= 55 00 * TOTAL LEI�GTH PRO ECT B-5326 = 0.290 MI � SIGNATURE: � � 50 5 0 50 00 T 4 /o .I RIGHT OF WAY DATE. RONYELL A. THIGPEN, PE � � V = 5 O M P H J U N E 2 2� Z O� � I'ROJECT ENGINEER ROAD WAY DESIG11t � * _ o _ o E1�GI11tEER �°�e� �� PROFILE (HORIZONTAL) (TTST —1 /o+ DUAL — 3 /o) � �� ��������°' 10 5 0 10 2p FUNC CLASS = LETTIIIIG DATE: HOLLY CHRISTENBURY, PE MAJ O R C O LL E CTO R AP RI L 16, Z O� 9 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUBREGIONAL TIER P�E� SIGNATURE: BUFFER DRAWING SHEET 1 OF 5 ,- ,- , . , r-, � „ . . , ,-. , , N � N � W � � � , � � BEGIN APPROACH SLAB -L - Stae l6 +83.00 TYPE III . N ' -5"P AT-1 � f» �i E» � � � � � � � � � � �» f» z fA� �� �� �� fA� W� �� Efl �EA Nf� �fA cnEfl �� EA�A �� �� ��» E»EA BEGIN BRIDGE -L - Sta. l6 �95.00 END APPROACH SLAB -L - Sta. l8 �57.00 � TYPE III N � 2'-6" C&G � \ �I PE III D ETAI L A STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground ?_� ,L.1 Ground D Min. D = 1 Ft. FROM -L- STA 12 + 60 TO 12 + 70 LT N TYP� I I I \3' -5"P � END BRIDGE -L - Sto. l8 �45.00 DETAIL C LATERAL BASE DITCH ( Not to Scale) I � Natural Fil I Ground ?'7 p �j,'.� 1'ift• Slope d GEOTEXTILE B Min. D = 1.0 R. Max. d = 1.0 Ft. *When B is < 6.0' 6= 2.0 Ft. b = 2.0 Ft. Type of Liner= Class I Rip-Rap FROM -L- STA 18 + 65 TO 19 + 00 LT + � BUFFER IMP. D ETAI L K SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � A.1 °e� Fill Ground 3.� ��d'�� Slope D Min. D= 1.0 Ft. 20M -L- STA 10 + 66 TO + 12 + 60 LT D ETAI L E SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot F�u Natural 3•� �,�e< Slope Ground `?•7 p F d d Geotextile Min. D= 1.0 Ft. Type of Liner= Class I Rip-Rap Max. d= 1.0 Ft. FROM -L- STA 20+30 TO 24+70 LT DETAIL D LATERAL 'V' DITCH ( Nof to Scale) Natvral ''-- Fill Ground p �, 1'iFt. Slope d Geotextile Min. D= 1.0 Ft. Max. d = 1.0 Ft. Type of Liner= Class I Rip-Rap b= 2 Ft. T O � � �_� � u • .� � � N + `� , O � � � ��' � V '? i WO N `,- cRavE� ' �, � � , � �� � �` � � .. Q O � �1 �� RET�►� � � � , , � � :P FM M�KEF RETAIN N N W N Z� r Fo _ _ R J C �' -�r _ � MILLI J -L- STA. 24 + 70.0 . �,� . v . \ J / � �Q I, URNE T T PICKE T T i& �' i WIFE LORRI PICKET'T ; FROM -L- STA 19+00 TO 20+30 LT � � O P/ Sta l0 52.50 /�l $f0 /0 8/.l2 WHITE OAK ASSOCIAT��:: �O p= ll' 00' 44.9" ILTI p= 22' 0/' 29.8" (RTI p= ll' 00' 44.9" ILTI N.c� GENERAL PARTNER� � D= 5% l7' 44.8" D= 5% l7' 44.8" D= 5% l7' 44.8" y sM ioo6 G 2655 � ��� �� � L= 19.22' L= 38.44' L= 19.22' ►ENERa� �SH�P T - 4' � � I D ETAI L B BANK STABILIZATION � Not io Scale� Top of Bank Proposed Spill Through Abutment Ny�/� Geotextile Existing Abutment � � fype of Liner= Class 'll' Rip-Rap 3.5' (TYP.) EXIST TOE OF BANK �(Y�FROM -L- STA 14+68 TO 14+75 LT FROM -L- STA.17+15 TO 17+55 `,j�, FROM -L- STA. 17+55 TO 18+55 ���5'.P�, CURV E DAT A-T RA/L - r� St �0+23 46 + B U F F E R D RAW I N G PLANS PREPARED BY: WSP USA S H E ET 2 O F 5 434 FAYETTEVILLE STREET SUITE 1500 RALEIGH� NC 27601 1L'L: 1.717.OJV.YVYV FAX: 1.919.836.4099 LICENSE NO. F-0165 � D TI P PROJ ECT B-532 6 °° STA. 2 5� 5 9. 61 20 ELMO T. WILLI�.z _., DB 10404 PG 15� � � --,, � � _ �, �, � � `•,•� PT Sta. 26+14�5 � cRq� '�, . � `�' -� � ���_E� ;� � � � �k `3�V,NyL ; �v t��i `; ; �,. � � k���C�� i x �� i SR 2 g ��� �� RCp � EI � � .. � � 24�BSTr'�'�R � �` �! � \ l 1 � i N � � /p� \�'�� \,��,� , ' . -EiP- _ pR l� � � R 21 -�_ �i.v, -� ��A zR,6� �'�� ; � � . . - BL -104 ��\ \ \ � \� � � s. . . 0 TO 25 + 59.61 ,' ; � � � � \�. \ \ �'`�yp��o 0 � � � �T��6. F � � �BM��977 PG�540 ,' i � �� i� � o � BMtt � ��� �� A o N: 698, + - 18 � Qv ; ; T� �'O \/� r F\\ � TO�a E: 2.134�, 7 �; R � � S �7 � DELMA BEST 00-E- BM �966 PG �� ' � � � a� �q4� pr, �r�� OB 3234 PG �39 , � j . � c� � .. , �� iP ��� F '� 2, BM 1977 PC 54n �! � ; � ���,i �0 E N D G RAD E '' �'��' fX�ST�N� � ��i � � 3 , � � R�w �.. , ��, -L- STA. 2 4 � 7 . b � ° ���,�.��' - / E�F I N PROJECT REFERENCE NO. B-5326 RrW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL J DECK DRAIN DISSIPATOR PAD ( Not to Scale) � 5' DISSIPATOR PI-AN VIEW � PAD *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND H- L -►{ �, GEOTEXTILE PRnFII F VIFW L = 20 FT. Type of Liner= 5 TONS CL B Rip-Rap 15 SY FF 20M -L- STA. 18 + 00 TO STA. 18 + 20 Rl SPECIAL LATERAL 'V' DITCH SEE DETAIL E EST 208 TONS � EST 293 SY OF GEO. � DB 4765 PG T73 - 9.6 T =�9•46 T= 9.64 RIPRAP AT EMBANKMENT ��� �� � �% i � � �u �nn� Q R= 100.00' R= 100.00' R= 100.00' S E E D ETAI L F I 4' PLANT lNG ST RI P ; ; � G 2655 EST 20 TON$ +8�.93 � � G I N TI P PROJ ECT B-5 2 6 __ _ �T�O SY OFj�t;� ENWAY � . • � BANK STABILIZA ION �; 699 7- . �m i Q � - WOODS 15" � POT DRl S. 0 s'?, ,� � woo�s � � STANDARD 'V' DITCH �� SEE DETAIL B � ; 2��`' i � � L- ✓ 1/�• 1 � 3 O.00 � SEE DETAIL Ao -L StO.13+65. 6 `�a EST 80 TONS � EV- � `-_- -_-_-___ b- _ S B RIPRAP LENGTH A= 30 Ft. � � EST 130 SY OF GEO. � LATERAL 2' BASE �CH �� - j � �� • LP Q EST 5 TONS SLOPE= 3.0% ; ,y N SEE DETAIL C BSr � i � WILLIAM SAWYER O� 0 �y '1' �y EST 12 SY GF LENGTH B= 25 Ft EST 17 7 NS � �__ %?AVEL , LARENCE SMITH DB 264 PC 765 � ^� ,y $;.OPE= 0.0%pOT -DR4-STA.lO+ . 0- �� EN CONSTRUCT/ON EST 23� oF E. � ; --''---__� o W�FE BRENDA SM�T I--- 6�966 PG �57 (Q �, �, �, D D E= 4 CY � II �'6O OO D D E = 7 C� • � � �� - RAIL - POT Sto. . � I� P - R� Sto. ll +8/.5 W DB 485� PG 23 1 �'UOL � �- �� � � T 0 \ �' -L S.�o. l5 +4� , I .• � N 6�' 19.4" E "' � , s > �( � i • p i BM 1966 PG �5 J �`---r 14 �. � OO, � O EXl C�&G � �' PROPOSED. - - _ �"` � �,4TE \ s � N 09' lO„5 r x i � . . . ,. �0 � � CLA B RIPRA� l ., �y � I � POT RZ A. IO�'OO.00 �? S� ETA CD \T• �`` 60 �o•I °O � pE� 1 � I DECK II' ; G AVEL � �� /� EST 2 NS �, '�•GR'1. -L S ��6f ���� � EST 41 T � c F i1 18" RCP-IV � � 0 EST 7 SY 'S' �y ES 58 SY OF G �' Av � ; �� � �� � ` � S IAL LAT L'V' D�\ CLASS B RIPRAP + C SS B RAP � E= 23 CY `�� I � .-"�1 � i �� V O ao2 � ✓S EST 2 TONS PT Sto� l4 48�34 EST TON � � �� � � � 3O e2 SE E�QI\K�y � � EST 7 SY'�GF 'y �Y �Y� � ESyT SY GF �y � I �' ? i � �- � � Q' � X � i i • � i 'y � I � A� E �> W I ON � I�LP � T�P� � . � � `�� � C���y( P .� � �. ,y � � ? � �55 �w r- � � , i �!�, i i i C R ��Y �, •-- � ._ N 1 �yOfVS �y'� „ �!v '�'J 6ti � I ��F� I 7 1 �I � � 4�' � . � i � DECK 'y �Y�-J �y `b 15 /2 ELt�OWS � : ; i � � ��-°� ' � 40 � 15" RCP-IV \,�, '�' �. ,�, ,y 'Y'�" ��' 5 S�, GF '�" �Y � �Y � r N �I� � � �� i i i i - � � �'1''Ef��CRETE ADDLE �'y � �y � �Y �Y '�`�0 � 'y ,y � /' �Y E P PUE ~ N ni � p�� ^ � � 2 ' � i � i � � �� � i � ��`" � � �� � / � �- �-s,M �" - � � � � % � � l �� / � \ '�� fL , A o4� �, RAD PROPERTIES. LLC � W � � ' � MAURICE DAVIS & • � � -� • � � � � . �" �" oao / / � � � DB 949i PG 2235 � Q � w, , � �� 040 , - �' �" �y �� // R' �' � �5" ELBOWS ' Q BM �966 PG �57 �� : P E-r, WIFE ALICE DAVIS rB T . � �L. p� = � � � - ^� „ y I � �' � � a � � �B �4�0� CPG �729 �, . ` !� � � ' � � � � � '%"'� ����� � � � � � F / °� -fc.,' ... � � �,5�� � UE PUE PUEJ L .UE��6V PG �57 ` � � v � � � � - - � - � � - � � � '�. � ✓ � " � I t � � PUE � � � • PUE � � „ � ! � g F �_- � � � � � �� �_. 5 RC�'I� __ _�_ � r _. � - - - - -� � .�a�M� - - _ � 4� _ �� � � 0414 _ _ _ � / � � e � �, �,-� - �_ ����,�-�."� ; � � � GR TL-3 . � � � � + .78 _ _" _ t�e � � - - 040 • , , _ __ �_ �, ' / o4i� GREU TL- . 0415 � � �_ _ � O ` � � t -��.: _ : � CB XI TWG R/ - � - . EM VE' _� � , . _ 3 � ! ` � ` "...�. � - _ _ - - - _ _ - - ! - - - - - � � �8' CP� - - - R VE ,� RE VE ' � � _l� - � <- _ 4o cv _ _ ___ • � � � = - _ � _ - - - 7U � - - - - - - - - - - - - � - -E� - - - - - - ��u - -_.a- E \ - � � � � RCP � �' � 0 1� T a � � �o � � � � �� 30' C&C -- - o � � _-= ��� ._,� _- --r-- _ RAY RRD =�� � � � •• � _ - r - - - - - - CB " - - -- --- ------ _- --- _ __ � „ ----- 30 G ? � i ,. P - DI _ u � � - - - - - - - - - � '� - _ � - ---- - � R� P� . . F FO MAie�i� , , � � - - � � � � _ `� � �t - . . . - Fp- RC - - - - - - - - - _ s F� �n T �40� X E .. � -�._ - � - _ � .. _ � ' o � ,, WOODS � �. ` � - , - , �, - - ' - - 0409 I ` � � EXISTWG R/W _ - - - - �� 3 0413 W � _ < Ex�srlN • R/w _ / � �- \ � � \ W00 P„ _ p0 .3O � �_ -- 'l� . �R ° R E ��- � o� �C`C\ - - - - - � _ � � • - - � - - - � � C REMOVE �V �\ . .. � _ f. B5326 �. F o � F R�PRa �P � �`�� C � � ,5�� oah� � P _� ��v� RI RA DIF P ODS �_ R� T �P . 'I� � 040 15` CP -,� �x, . �� _ �� Zv � C REMOVE rt .3O i . � � � � � P�,� H =�� � AT 1 R IQ ' --+-" `�------- p � q B // x 18„ . S � 2J�� �� .3�.'Ci" E _ _ _ - - - - \ � . A E • Gm F +8 P �'J� // � (RIGHT SIDE) 3' ACING _ _ _ _ � J � � // STA 18+34 O +04 E �3 O E �Q � > ,' � � ` ` �• E E o�t�E � � E � , O , "---------------- � , 32,R WOODS c . r, OL _ � E CLASS B RIPRA � WOODS E y� E .300 ,� i GRAVEL GRAVEL� � �� � q� Tt�NK � �17BOL T ' H SEE Df�IL J � � LANE TRANSITION � �� � _ --- -�` /_ . � . . ,� 1 � � , - � GRAVEL >( C� z �� �' w � 3 � O . �� __ _ ---k--- ----- --- -----.. � � �PU �� � I� p � + T St . IO+9O.7 BANK STABILIZATIO WOODS � X- -, -X - ' X- C LP• �` �� SEE DETAIL B O � ALD � � 96 CL � - x- _ X- k X- pNCT ST BRA ' / GIS SS • O x � HADDOCK i O � 96' CL --�-�•-. P R � � EST 150 TON �� GRAVEL � • � S E D B A S/ N � . t o l O f 7/ 4 8 EST 230 SY EO. � q T E R A L ' V' D I T C H M E L V W D S T A N C � L A N D � � y � - � P OL G X . X72� �� f � � � � LATERAL 6' BASE T SEE DETAII H MIRANDA B. STANCIL : �BM�9T 7 PG 540 � SEE DETAIL G i , ♦ . Q� E S T 6 7 T O N S E S T 1 1 8 T O N S i :c� � X a B E G/ N C O N S T R U C T/ O N EST 167 SY OF GEO. D B 1 41 4 6 P G 2 51 5 • -I i 2 � E S T 9 4 S Y O F G E O. DDE = 477 CY BM 20�0 PG 96� � � �� ,�� O S5 w000s � -TRAIL- POT Sto. IOfGO.00 D R PRAP AT MBANKMENT SPECIAL LATERAL 'V' DITCH � �, � � SEE DETAIL I r CITY OF RALEIGH �„ �y EST 30 TONS EST 370 SY OF GEO � �+ � V � Pl'F(, StO.10+33 SEE DETAIL F � EST 262 TONS � DB i3337 PG �4�6 POT -DR - .� Q ITY �F RALE�GH EST 50 SY OF GEO. L-PC StO� 57.7g % BM i998 PC 9i2 _ 5r 0. • W oe 12 24 PG �49 � _ �X_ POT -DRI- Sto.10+9/.22 � � PG�St ��f13.82 POT -DR3-Sto. l+00. - so� wp x S 54' S7' 07.1" W �.� ,�, �.� 6 -L - ST A. 20+52.46 / / � � ALLOWABLE IMPACTS ZONE 1 ' DETAIL F RIP RAP AT EMBANKMENT ���� ALLOWABLE IMPACTS ZONE 2 1 Noi to Scole� 10'min. Ditch � $„ Grade 1.0'mi� - NWS NOTE: ALL RADII ARE 10' UNLESS OTHERWISE NOTED GEOTEXTILE SEE SHEET NO. 5 FOR -DET- PLAN AND PROFIL Type of Liner= CL II Rip-Rap SEE SHEET NO. 6 FOR -L- PROFILE SEE SHEET NO. 6 FOR -TRAIL- PROFILE FROM -L- STA 17+50 TO »+bs RT FROM -L- STA 17+97 TO 18+65 LT -DR2- to. l+ . 7 / P . 10+00.00 DETAI L I S 52' ' 5.0" W ,S '� . • g/g,4• E CURVE DATA -L- IRAYNOR RD.J SPECIAL LATERAL �v' DITCH � DETAIL G DETAIL H P/ Sto l0+15J2 Pl St0 /2+99.74 P/ Sto 24+13.64 P/ Sto 25+42.00 �Noffo Scale) LATERAL BASE DITCH LATERAL 'V' DITCH �-� QJ�� �.3.J' fLT I �_�3� 4�� �9.�p �LT i �= Z'Jr8' 36.3p iRT i �_��g 22.,3p iRT � F��� ( Not to Scale) �°t Slo e b ,"°"° S�°'e, D= 0° l6' 43.4" D= 4' 35' 0%2" D= 2' 39' S3.7" D= 5° 44' S6.4� Natural 3'• itet p Natural �� L= 30.24' L= 298.64' L= ll1.70' L= 144.77� G r o u n d 3�, p F�� d Groun ?�, p�,�� ,-�t. Sllope Natural 1 --- F;�� T= 15J2' T= 150.03' T= 55.86' T= 72.5/' d Gro�nd d �� p 7'�t. Slope Geotextile GEOTEXTILE B R= 20,555.87' R= 1,250.00' R= 2.150.00' R= 996.62� Max. d= 1.5 Ft: Min. D= 1.0 Ft. DS - 5OI%Ip�l �S = 50mph Type of Liner= Class I Rip-Rap Max. d= 1.0 Ft. Geotextile *When B is < 6.0' B= 6.0 Ft. Max. d= 1.5 Ft. SE - "l'��� �L � `�'�O� ,, FROM -L- STA 21 +00 TO 24 + 70 RT Type of Liner- Class I Rip-Rap b= 2.0 Ft. Type of Liner= Class I Rip-Rap b- 2 Ft_ RO = SEE PLANS R� = SEE PLANS FROM -L- STA 17 + 65 TO 18 + 50 RT FROM -L- STA 18 + 50 TO 21 + 00 RT FOR RO FOR RO N � N > W � � � , � � BEGIN APPROACH SLAB -L - Stae l6 +83.00 TYPE III � N ' -5"PS AT-1 Y� �' � TRAIL POT Sto. IO GO.00 RIPRAP AT EMBANKMENT � � .; � � � ��� ti � � `'� � � �� SEE DETAIL I ;� � CITY OF RALEIGH / � $EE DETAIL F � EST 262 TONS � / V OB i3337 PG �4�6 � � EST 30 TONS EST 370 SY OF GEO � � P� Sto. l0 +33 � -L -PC Sto. � +57.78 � � = POT -DR - I O ITY RALE�GH ,, EST 50 SY OF GEO. �S9 5 � �/ �� ; BM i998 PC 9i2 5r O " w �0� N S62 os 12 24 PG �49 ;� �� N ; � POT -DRI- Sto.10+91.22 ^ : • � PG�St � f13.82 � s� �� POT -DR3 -Sto. l +00 = _b • wo � �� � � S 54' S7' 07.1" W +.� 6 -L - ST A. 2� +52.46 � � � T -DR2- to. l + . 7 / P .10+00.00 � _ � . 7 � ' � ��� .� S 52' 4' S.0" W ,5 '� • g/g,4• E CURVE DATA -L- IRAYNOR RD.J SPECIALDLATERAIL �v' DITCH � � DETAIL G P/ Sto l0+15J2 P/ Sto /2+99.74 P/ Sto 24+13.64 P/ Sto 25+42.00 �Noffo Scale) � � ALLOWABLE IMPACTS ZONE 1 DETAIL F_ DETAIL H z LATERAL BASE DITCH F��� � RIP RAP AT EMBANKMENT ( Not to Scale) LATERAL 'V' DITCH �-� 05� �.3�' fLT I �_�� 4�� �9.�p �L l �= Z 58' 36.3p �RT i �_��g 22.,3p iRT � at �� ( Noi to Scole) ( Not to Scale) _ _ _ = Natural 3�� i,�e Slo e ��� , � � � A L L O W A B L E I M P A C T S Z O N E 2 b D 0' l6' 43.4" D 4' 35' 0%2" D 2' 39' S3.7" D 5° 44' S6.4� G r o u n d 3�, F�� ` p ,o'm�n. L= 30.24' L= 2 9 8. 64' L= ll1.70' L= 144.77' d ° {f}{�{fl Natural -�-- Fill � fPr 18�� Groun ?•) 1 7��t_ Natural "'-- Fill - � _ � - � - � w�w o,t�h ,.o'min. d D`L' Slope Groond ?� o�� ,-�t. S,o e T- 15J2 T /50.03 T- 55.86 T- 72.5/ ��� Grade � NWS d p R= 20,555.87' R= 1,250.00' R= 2.150.00' R= gg6.62, Geotextile Min. D= 1.5 Ft. �EAQ - GEOTEXTILE g ��� NOTE: ALL RADII ARE 10' UNLESS OTHERWISE NOTED Min. D= 1.0 Ft. DS - 5OI%�p�l DS = 50mph Type of Liner= Class I Rip-Rap Max. d= 1.5 Ft. GEOTEXTILE Max. d= 1.0 Ft. Geotextile Min. D= 1.5 Ft. � e ��c� SEE SHEET NO. 5 FOR -DET- PLAN AND PROFIL *When B;5 < 6.0' 6= 6.0 Ft. Max. d= 1.5 F,. SE = 4.0% SE = 4.0� „ FROM -L- STA 21+00 TO 24+�o RT ��� SEE SHEET NO. 6 FOR -L- PROFILE Type of Liner= CL II Rip-Rap Type of Liner- Class I Rip-Rap b= 2.0 Ft. Type of Liner= Class I Rip-Rap b- 2 Ft_ RO = SEE PLANS R� = SEE PLANS EAEA f9 ��� SEE SHEET NO. 6 FOR -TRAIL- PROFILE FROM -L- STA 17+50 TO 17+65 RT FROM -L- STA 17+65 TO 18+50 RT FROM -L- STA 18+50 TO 21+00 RT FOR RO FOR RO E�rH�H� FROM -L- STA 17+97 TO 18+65 LT PE III D ETAI L A STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground ?_� ,L.1 Ground D Min. D = 1 Ft. DETAIL C LATERAL BASE DITCH ( Not to Scale) I � Natural Fil I Ground ?'7 p �j,'.� 1'ift• Slope d GEOTEXTILE B Min. D = 1.0 R. Max. d = 1.0 Ft. *When B is < 6.0' 6= 2.0 Ft. b = 2 0 Ft BUFFER IMPACT D ETAI L K SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � 1 °� � Fill Ground 3.� ��d'��e Slope D Min. D= 1.0 Ft. OM -L- STA 10 + 66 TO + 12 + 60 LT D ETAI L E SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot F�u Natural 3•� �,�e< Slope Ground `?•7 p F d d Geotextile Min. D= 1.0 Ft. Type of Liner= Class I Rip-Rap Max. d= 1.0 Ft. FROM -L- STA 20+30 TO 24+70 LT DETAIL D LATERAL 'V' DITCH ( Nof to Scale) Natvral ''-- Fill Ground p �, 1'iFt. Slope d Geotextile Min. D= 1.0 Ft. Max. d = 1.0 Ft. B U F F E R D RAW I N G PLANS PREPARED BY: WSP USA S H E ET 3 O F 5 434 FAYETTEVILLE STREET SUITE 1500 TELE191�}.836.40401 FAX: 1.919.836.4099 LICENSE NO. F-0165 ��_�� -� -_SB2 � �£8z a N D T I P P ROJ E C T B-5 3 2 6 O - >8z O � • g02 � �... ,. .� N : 98���, � R S - L- STA . 2 5� 5 9. 61 �("� , . oo-E- , . � � � � z�6 _PG i _, . ��682 �. ,���__ i aez- %'W ► � � � E B��FI6L > i • 68Z- - . � V- � a i yy ti - �E� bgz . B�OAA4 � � N � A�E� � � . � ea� . B �- z � B � 0 mb � r6 • I -- �� � c, -��� � Q° � ' �'� ; �'.� � � �� RErAiN , �'' � � � PT Sto. 26 +14.25 � ��e2 cR •� � �6 6 MAF RETAIN � � , _ � `" � t/� N -k � . ,�� - '� `56 � � INY� ���Q bzr . � ` LL! `v ' , 96z L62 II Z _. S �, ?b � � � � . - `� ` � � �- RET V ~ �-'9a 2 24� R7' y�, R '4p �� � e A�� ' � 9/ �O \ 296 � � . J � -� -���� _ 2q PR �'s. R 21 �. �� � � �� � MI LLI Y ��6�--962 2 �� �� cpc J' -L- STA. 24 + 70.00 TO 25 + 59.61 ,' � � I - /^\ � � A �'V 66 C62 � �U�•� � -BL-104 � 6 �� � PROJECT REFERENCE NO. SHEET NO. B-5326 4 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � �• . v , .a --- - - � . ,.._, � �\ • � �j � , , �� Q ,���� m� :� �977 PG 54(i , ��� /p o �� BM" � ti T PIC Te� i i m �z � ' 0F yTR � R o N: 698, +- ` WI P m� I, �e �� �O E: 2,134v7r" GEOTEXTILE ��, O _ / ae ri r�i. ?n� PRnFIIF VIFW T e of Liner= Class I Ri Ra T b= 2 Ft. � � � f � ' � T�� L- 20 FT. FROM -L- STA 12 + 60 TO 12 + 70 LT � � YP P- P ype of liner= Class I Rip-Rap QB , q � � �: ... ,0 � � , � � F R � � " � • • . ' � � zme �/ � �P � 2' Type of Liner= 5 TONS CL B Rip-Rap (Q�FROM -L- STA 14+68 TO 14+75 LT FROM -L- STA.17+15 TO 17+55 FROM -L- STA 18+65 TO 19+00 LT FROM -L- STA 19+00 TO 20+30 LT BM Ig7 �'i � � • 15 SY FF FROM -L- STA. 17+55 TO ,8+55 E N G RAD E - Sn , ����' 'ST�N Ri FROM -L- STA. 18+00 TO STA. 18+20 RT. ��S'.P CURVE DATA -TRA/L - � _ _ ► � 3 fa w �. . .b � � `r� rl Sto 10+23.46 P/ Sto /0+52.50 P/ Sto 10+8/.l2 � WHITE OAK ASS�CIdT��. /� , ��; � �� E,F �O> p= ll' 00' 44.9" fLTI Q= 22' 0/' 29.8" (RTI p= ll' 00' 44.9" ILTI N.c� GENERAL PARTNER4; ,-L- ST/y. 2 4. + 7 . � ', ���' ' � SPECIAL LATERAL �v' DITCH � D= 5% l7' 44.g' D= 5% l7' 44.8" D= 5% l7' 44.8" y sM ioo6 Pc 265� SEE DETAIL E Y[�� � L ��� ,, k_\ L= 19.22' L= 38.44' L= 19.22' �� � EST 208 TONS � N.�z G E N E R a� N EST 293 SY OF GEO. SS B 47fj5 PC �73 ��\ T- 9.G4� T = I9.4E� T = 9.64� RIPRAP AT EMBANKMENT � I �.•. --��� w�-� - ' I � SEE DETAIL F � P�A TI TRIP � � \� B Z o n s P c z��� R= 1 0 0. 0 0' R- 1 0 0. 0 0' R- I O O.O O� E S T 2 0 T O N S � { � ;; y �, > �TT�O SY OF � ENWAr I BMtt +81.93 � � . ,5�� GIN TIP PROJECT B-5 26 �� - � -� � POT -DRI- S. � BANK STABILIZATION , y; 69 ,7 7� �m i � i WO DS �D ' 9 LZ ' STANDARD 'V' DITCH �� SEE DETAIL B � y a 2.1' � i � i ' � � � ',' � SEE DETAIL A -L StO.13+65. 6 `�a � EST 80 TONS �, � ��/- � � ' ' ' �• �!�, .. ., J �-L- T 1�� � O OO � S B RIPRAP LENGTH A- 30 Ft. ' � ,r2i- EST 130 SY OF GEO. � LATERAL 2' BASE V�2i'fCH ' � '• � II • -' z>> 9��-�R - • • EST 5 TONS SLOPE- 3.0% � �Y v I SEE DETAIL C B T •I. �__W IAM SAWYER �� � �� ; EN CONST RUCT lON - �- - _ � � � ARE E s �� � 0 �y 'Y �y EST 12 SY GF LENGTH B= 25 Ft ' E T 17 T NS N I � AVE� _ = E E SM�T I- -- B 966 PG I �pY � � DDEPE 4 CY/�POT -DR4-STA.lO+ . O� ,�, _ E�T �3� OF E . ,� � -- � p .���T 4� � T 0\ � � � �' -L S.�o. l5 +4 p - RAIL POT q Sto. ll +60.00 D D E = 7 C� / m �� p - R� Sto. ll +8/.5 w ; � ' , � o , � � N 6U' 19.4 E h Sz ti� 4 � Pc � � Pao� � '-- �i � 1 • � �11� 66 PCi ��J � �_'-- -� � 14 � ti o EXl C&G �. '� v' , N 09' 10.5 � rno .. � ' . J o � � � � � ° POT - R2- A.10+00.00= � �\ �� s , ` oECK 1 � , �� � oECK � � vE� � � � i PROPOSED. • O "` e v� �O C LA B R I P RA� ) �, �y � LAT E R/�� ' C H. B � 60 0' ao � �-' J,,, � � � EST 2 NS �, �yGR�. � �., �' EST DETAI�� �, � ��', N � II � i -L S �6f � �� � q 18" RCP-IV ti O EST 7 SY '�' �y ' ' � EST 58 SY OF G � � / � � ,, \ CLASS B RIPRAP C SS B RAP � ' �� I �; . m � �� S IAL LAT L V Dt�CI-�' � EST 2 TONS PT Sto. 14+48�34 EST TON � DDE = 23 CY i � ti i � �/ t O ao2 3 e2 SE E�QIL\K�y �, s\ EST 7 SY'�GF 'y � � � ,�, ESyT SY GF �y � ii J � ', iti � �- � �� � i' �- �0� � ... �" �y� � J � , W � � x a � � A' � ' � • � I � L F AP� . � �j,�V�_ C�L-{�/�y�o�J����Ajp�ryF P . � �p,, `: DB � �5 " � � • � , C � \ � � �7 11. .. ' .� dl I �'VIVS , �'�` �� "T' �� J ��. ' . �wsa• � I � N J � \ �6 � ,r ' • �, � DECK I v. � � � 15" RCP-IV % 'y'�. �Y �-�,J'�' ��' 5 S�, GF 'S" ,�. `� � �'wd�? ELE�OWS I : � � � '= �sa .� , � � � � O ��, .� q p � ��Y ,�, �i. �Y '1' �, ,��,e ,y, ' � � N . 1 ,��N� � f 12 . 2sa i � , s i I � i � � � � �'1''Ef��CRETE ADDLE � � �. �. �Y �Y � ,y � � �Y e �� PUE ;PA� � � � ` � �� ��9 i � C� � � �. � � � - � l �E / �C \ e A= � A P R S. ��L C W � - � ��� `� � � / � � - a,M - - � � � � � A o � W � � � MA iC DA 5 • � \� • - r � � � �' �' �' oa o / / � � � D s�9 i P 2 , ' Q � � � , � .___ '1' '�' �E , � R y � � Q �6 P� 7 �, � : P E,, �C � �S , e . � �`._ � � -040 ; . .. , °` � 15" ELBOWS � � � i � i � �B 10 G �9 ` nb, _ _ ` ----, `� � -� ��/ ///// / �' F W � �E P�E P�E� � �E '�M �966 PG �57 ` �5" ..L � � O _ ; � �!. F � F �- � �-- �-- �, �-�_ // � t� ____ _ � � i5�� � PIJE -� 1"'� . � R � � 5 RC �'1 �� ._� , .,. , � g _ - - - -� � - � ,� � L� � - _ �� / � � _ 4� _ � ` � 0414 _ _ _ I , . - � , e �- -_ � ... -� .,'.r-�' . GR TL-3 - .,a,M- 040 �, • / oai� _ , � f T oa�5 - - - - - .4416 � � GREU TL � . 8 � - _ Z � � ��j, � O . � � � .:. ..�,_� . -�.. _ ._ . _ � � . . . . . , ., . XI i IN R/ - - i �._. � � .. _ ... `_ ' ..,..,�:., �. � / CB _ _ ._ ----__�_ ° �E8 _- R rn . - ' CP� -- ---- . _ , _ --- R VE ` � , � �� � o .. 40 ,'`= , - � � - - � N - - - - �� - s - - - - �_ zuT� --...s_ ea VE \ F � - � -� _ ,�p ---- ---- ---� - - - - � � - � � .-RCP � b' � o, _ _ � N � , z �� , � � - - �' `� so• �&�- �_ a _ � = =- �� ! - - � _ �>.��- � � q- RAYN R RD "• �� � - - - �_ �! -- _ -- r �- -- -- -- - CB " -- - -T- - -- --- ------ -- - -- .. - � , - � . 30 G ? � P ' - DI u � � � _ - -- -- -- . � N � _ - r Fp_ - - - . F � --- _ o __ �b - i � -- --- 'n .. FO MAk�� ' - � ' ' - �F � -1 � �� � 0401 X uF � � � _ �- - _ - .-� _ .-� 413 C � • . r � . ..._ � ,. . r 'R _ o IO - - = - - - ` � - . P WOODS . • • �• . '� ` 5' �- - 30� ;� . 0409 � �� �C�� - - X' � � �� 3 , � � - - � � <� � - � � �xisriNc� Rlurc - r � , � E srwc ��w _ _ o . _ � � _ w + � __ . .. . � . � f i • . W00 S _-_�_ P�f , ' --- _. B�J326- �. F F o ' �_' - 0'R R�RaP R , E � � �t�� , � _ � ' C REMOVE 15 04h7 � V � £ _�. � � - J . CD R�P` _. P OQ�-,:, R� T �P . � � F 040 � x � �� 3 v C REMOVE � .3O i , H c a � F H - �_. O i s c P � A T- 1 €� R R , P� '�-"� � ��� • a�- '- -------- p � �� G A E G�' B F -� 8 �' J� /� � ( R I G H T S I D E) 3' A C I N G 18" E i47 [� � � 25 09' 30.'�i E ' ' -----$___ , \ .' ' r • STEf > `� .� f // TA 18+34 O +04 E �3 � ►Q � ' � E� � ry � v � � ----- --------- \ � �_ WOODS Q , • • __ . CLASS B RIPRA� .. � . �S E 'I, E .300� �� Q GRAVEL G R A �\ i 3 2 R e �� . O L OL T � . � SEE D IL J W00 � E � , c E . . � �� �� � AG Tt�T1K • BOL GRA EL >( � � ��`��� � � LANE TRANSITION � �T _ �, ,.�- � . _ � -� , � ��� �pU ��_ ��y � I'I � u�/O � � // f �`'�`��;, \�'s.� H/���5 '/ ��� � O � �� � -- ----- - -- � ZAT . ' ' � � �� � BANK STABILI _10 x I 96' CL � X --SC- ---x------- ----k-----� CAT \� � LP� `�� �- S. . SEE DETAIL B�., � � ti O i � �� � � _ . ', � �' � . :. / v , �: /99'� .� , i O 96' CL - . ���-�•-• STORA � P R �� �z49 x � °• EST 150 TONS � ` ' � SED BAS/N B� X.• • _2" . tO. IOfTI.48 EST 230 SY OF GEO. SETEDETAIL DITCH `�N N . STANCIL A D �2 ; � � - GRAVE pEA� �.._�� � 'S � LATERAL 6' BASE D�TCH E H �'' � _. � . . . �,- • ' � � � A B� STANCIL : � � � 54� � y� POL • �G � SEE DETAII G EST 118 TON$ � � �� � �' 'e BEG/N CONSTRUCTION EST 67 TONS EST 167 SY OF GEO. I ' B 4�46 PG 25�5 � /0e2 ,^--I � �� � 2a EST 94 SY OF GEO°. DDE = 477 CY B 2010 PG 96� �-�''� £bZ i �, „` 5 y _ _ + DDE = 54 CY � SPECIAL LATERAL 'V' DITCH ,.. � ' , �' � O � • a� WOODS BEGIN BRIDGE -L - Sta. l6 �95.00 END APPROACH SLAB -L - Sta. l8 �57.00 TYPE III � N 2'-6" C&G � � � I N TYP I I I 3' -5"PS END BRIDGE -L - Sto. l8 �45.00 DETAIL J DECK DRAIN DISSIPATOR PAD ( Not to Scale) � DISSIPATOR PI-AN VIEW � PAD *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND F'- � -"I RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT � 2� � 2� � Z� � 2� � 2� � Z� � 2� � 2� ft ft ft ft ft ft ft ft 1 -L- 12+24 to 15+83 LT X 775 4372 5147 -L- 16+60 to 16+95 RT 576 1255 1831 -L- 16+94 to 16+95 LT Road Fill and Clearing X 15 15 -L- 18+45 to 18+99 LT 1746 1416 3162 -L- 16+95 to 17+27 RT 1121 1121 -L- 16+95 to 17+67 LT gridge Fill and Clearing X 2316 1273 3589 -L- 17+37 to 18+19 RT 2352 1473 3825 -L- 17+73 to 18+45 LT 1016 1016 TOTALS": 9127 5432 14559 775 4372 5147 0 0 NOTES: "Bridge Fill vs. Road Fill determind by begin end bridge station." 2015 Feb Rev.Jan 2009