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Home My WebLink About20190992 Ver 1_U2719_BufferImpacts_20190627_20190723C a O See Sheet I A- 9 For Sheet Symbology 40 END PROJECT io°e N(� EavE 40 We pxx x o�rc 44 f "j 40 �1J Q BEGIN PROJECT q D VICINITY MAP (NOT TO SCALE) STATE OF NORTH CAROLING DIVISION OF HIGHWAYS WAKE COUNTY LOCATION: I-440 /US I FROM SOUTH OF SR 1313 (WALNUT STREET) TO NORTH OF SR 1728 (WADE AVENUE) TYPE OF WORK: DESIGN -BUILD AS SPECIFIED IN THE SCOPE OF WORK CONTAINED IN THE REQUEST FOR PROPOSALS BUFFER IMPACTS BEGIN TIP PROJECT U-27I9 BEGIN CONSTRUCTION Ir STA. 124+52.06 \ '4 S ay q!'F U-2 719 STATE PROl.N0. P. A.PROl. NO. OE9CRIPT[ON 35869.3.1 IMSNHS-04401101 PE, ROW, UTILITIES 35868.3.4 STBG-0054 030 & CONSTR. ------------ e SITE 19 rPgQOO�F SITE 17 v ) >tI END TIP PROD. U-2719 Y END CONSTRUCTION P -L- STA. 460 + 21.69 /i i jr y� o SITE 14 �A SITE 1 ti� ITE 6 SITE 9 ?� s SITE 10 SITE 12 i � , 1s�0 4 :' 5 6 8 q 70 � $ 1 y� TO APEX - U . �r 11 _,. �> .- SITE 11 i��coa9 ,16 ti G -- _- - SITE 16 y•i> 12 13 14 15 16 N� 37 (WFSTFR7?s, 'J -MELBO NE (ATHENS NS DR.) RD.) Bl�p� ININCOMPLETE PLANS DO NOT USE FOR R/W ACOUNITION SITE 20 ti SITE 13 �b n SITE 4 SITE 3 SITE 7 SITE 8 DO UNIENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER D RAW I N G �1♦) /� 555Da etleui 81'51900 RaI,gh NC�27601 ` N CAE L5 License Number F-0116 SHEET _ OF _ LMI4E GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared for me Office of: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS 50 25 0 50 100 ADT 2018 = 144,810 LENGTH ROADWAY TIP PROJECT U-2719 /U-4437 = 6.087 MILES ADT 2040 = 183,700 K = 10 % D = 55 % LENGTH STRUCTURES TIP PROJECT U-2719 /U-4437 = 0.162 MILES TOTAL LENGTH TIP PROJECT U-2719 /U-4437 = 6.249 MILES 1000 Birch Ridge Dr., Raleigh NC, 27610®LAP PE ® a 2018 STANDARD SPECIFICATIONS PLANS 50 25 0 50 100 0 * T = 9 /o RIGHT OF WAY DATE: PAUL MEEHAN, PE SIGNATURE: PROJECT ENGINEER ROADWAY DESIGN ENGINEER V = 70 MPH * TTST = 5% DUAL = 4% OCTOBER 2, 2018 y PROFILE (HORIZONTAL) lO S O 10 20 FUNC CLASS = LETTING DATE: ER BROOKS, PE OP,8R8�� DAVID HERING, PE NCDOT CONTACT: DESIGN -BUILD UNIT - PROJECT ENGINEER PROJECTDESIGN ENGINEER INTERSTATE STATEWIDE TIER OCTOBER 2, 2018 PE PROFILE (VERTICAL) SIGNATURE: rim AA W= • S• EZ, --- - - i MMW qw, d F4 Z�i WI lhow. .�W M RIM MINE• I WPM SEEM lh;O I fign !,Fipww .-Amin '04 IFF—P—M RIM, 14 N Z 0 SX-P SY-1 SITE 3 DETAIL N LATERAL BASE DITCH ( Not to Scale) Natural Ground ?.� D 1'iFt. Fill Slope a Min. D=1.5 Ft. �—>I B = 2 Ft. b = 5 Ft. FROM STA. 243 + 95 TO STA. 245 + 85 -L1A- LT WK ALLOWABLE IMPACTS ZONE 1 \\\\\\ ALLOWABLE IMPACTS ZONE 2 — — — — EXISTING TRANSPORTATION FACILITY -----—.a----=-------- e;' N i Z8 \\ Ll, — �CS� Si . 243+46�72� —LlA— �SC StG. 245+26.72 r E r r s a — — = TERA DITCH \ \I —LIB— CS 246 +00.56 - �s EST. 16 TONS 9 SY G,EOTEXTILE�_ �I P�E xi i S -2 DETAIL 'BE4 -EXISTING TRANSPOF —FACIttTi�E SS MESH -- E DETAIL"N, CLASS 'BRCP \� '\\ i=ST, 3 TONS X X�X 10 S,Y'GEO-TEXTILE 7 rs ` - 18" CSP BID - -- 78„ W/EL 3 OWS \ RCp_jj_ i -- 2GI I_ S— m —T T T— O O� 0 0 �� 2GI REMOVE DI FC PROJECT REFERENCE NO. SHEET NO. U-2719 12A RW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INcoMPLE 00 NOT USE FOR rE PLANS /W ACOMSMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ♦� HDR Engineering, Inc. the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 LANE DETAIL BE 2' LATERAL BASE DITCH ( Not to Scale) Natural r- Fill Ground �'j D 1' 1 t. Slope GEOTEXTILE B Min D= 15 Ft Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= Class 'I' Rip -Rap b= 5 Ft. FROM STA. 243 + 85 TO STA. 244 + 00 -LIA- LT BUFFER DRAWING „—--- SHEET OF z z 0 lii,y. IIIIIIIIIIIIII � 1 IIII\ •. � ,�` ; IIIIIIIIIIIIIIIIIII � ` �� •yam �.� � � � ' I� i ��j.�.�r�'1��1��.�.�� I nl � I • I ,� I1YPYrlill, • � ��....`r!►.A...\ '`. I `Ili � � /, ��.,..♦♦..♦.��A�..♦.A, ,\. \ ,,, IIII y' � � � � ,••Vlllt pill VI� .I r� idl �I �j • T T SITE 4 DETAIL AY1 CULVERT OUTLET STABILIZATION ( Not to Scale) \_EXISTING BANK 1.5:1 or FLATTER 2' THICK CL II RIP -RAP PROPOSED EXCAVATION CLASS II RIP RAP CULVERT Length = 88 ft GEOTEXTILE MIN. 1' (downstream of TUCK end of culvert) Type of Liner= CL II Rip -Rap - Keyed -In EXISTING GROUND STA. 39 + 01 -Y10- LT — —P— — DETAIL AX CULVERT INLET STABILIZATION ( Not to Scale) Natural Bed Elevation Natural Natural Ground Ground 2' Geotextile > on banks only Channel Bed Length= 30 Ft. (Variable) Type of Liner= CL II Rip -Rap - Keyed -In STA. 41 + 4 8 -Y10- RT DETAIL AY2 CULVERT OUTLET STABILIZATION ( Not to Scale) Natural 1.5:1 or Flatter Natural _ Ground \ Proposed Ground \Excavation\ ,( 2' Thick Length = 88 ft \ CL II Rip -Rap (downstream of �� Geotextile end of culvert) Channel Bed Width Varies (Variable) Type of Liner= CL II Rip -Rap - Keyed -In STA. 39 + 01 -Y10- LT PROJECT REFERENCE NO. SHEET NO. U-2719 12B RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®MPLE rE PLANS OO NOT USE FOR /W ACOWSMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / 1♦) HDR Engineering, Inc. of the Carolinas ♦� 555 Fayetteville St, Suite 900 Raleigh, N C. 27601 N.C.B.E.L.S. License Number: F-0116 LANE V 12.1 0 12s 25 �M GRH Is ISTING g TRANS TATION I\ACILI � 340.7 INV= 341.0 90 TLET CHANNEL IRO T WITH CLASS 'II P FILL �II" SWA`CV EC,MC� �C�✓ � U PD" � LEGEND MITIGABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 1 \\\\\\ ALLOWABLE IMPACTS ZONE 2 — — — — - EXISTING TRANSPORTATION FACILITY EST. 368 TON \4�Q SY GEO-TE SEE SHEET 2D-2 1y SEE DETAILS 'AY1I & ' SITE 3 BUFFER DRAWING SHEET OF z o 0 LEGEND LANE PROJECT REFERENCE NO -2"9 SHEET NO. ,4 RAW SHEET NO. 1 N •` MITIGABLE IMPACTS ZONE 1 ROADWAY ENGINEERSIGN ENGINEERS \ q HDR Engineering, Inc. of the Carolinas etteville Raleigh, N.C.27601 \ \ .E.L.S. ice se 0116 ® N. .B \ MITIGABLE IMPACTS ZONE 2 a N.C.B.E.L.S. License Number: F-0116 INCOMPLE rE PLANS C DO NOT USE FOR / W ACQUISITION ALLOWABLE B• IMPACTS ZONE 1 °jp F,yD ,q. \ EXISTING g erI TRANSPORTATION FACILITY J'\ DOCUMENT NOT CONSIDERED FINAL �1eA� �& UNLESS ALL SIGNATURES COMPLETED 12.5 0 25 50 s \ �W • +\' /4Q ST-P GRAPH SITE 7 ;-�'eCMPE�OS RUI5--'SITE Fk N 9 �s sr Sak° SITE 10 \' "� ' � X s SITE 6 �' AJJ O W C SioP@ o /1:I WITH ,��` �/ �° � °�� q +° h i� —Y19— l� Zfe + + oc ° \ 2 6 o EXI _NG TRANSPORTATION CIA PRAP SEE. 2D-2 SE 'BJ' Yl O. l02 A�KD CH w \ \ I56 /SRO sr/cR FACILITY \ WF .,SITE 11 + TE M r \ ? _ LAKE CRAZIER 1S to HEET 2DITCH 4' DITCH+ SEE - IL 'U' �\ / o / E S CLASS 'B'I- In *ATER ELEVAT/OJI=40219' 1 ro PD SE ETAI EST. 2 RGTEAOT-T ILE IOEXT RA7INL U Exisrlrvc R/w eX X / .. .�, «X« ISTSPYYO �snN t/w� 60' CHL 'V' LLJL~LU LLJ Vi — — — — — C F `� `�--A'-. _ / \ T0� / 5:�- \ \ CH _ BERM DITC SEE DETAILSEE SHEET 2V' \ RCP_IV TO P 6' CURB DR AUK CP N W L1.I V1 2GI ` - - - REMOVE DI .. .- _ _ .. .. 530-rO \ \� 2GI X / W/FG —� Z Z _ - 15LBO W/ELBOV%� � � - � �_ � � ;C�—X— CUR URIED _ _ _ XX� _� LU W Vi 0 z --- a' ________ an—_— __ ---------- -- -- T ---- -- — 0 Q-- d— ---- -- ------ -- --- WBL / US-1 SBL 3l'BSTON --- -- - T -A-- -- — 4 - - _--- _---------_ <— -r— T --- --- TB 2GI N__ ------I_— T W/STrtO- - — --_ CN y Z CV 1lTFW F — — — — — — 15-RCP-FV — — T i —T L �� — �]5"RCL 1 L2Gr r — zREMO p _ - 0�-- -- fig. ----- --- N ------ --- -- 1-44° EBL / US-1 NEW —_ --_ — _— --_--- V)- 9 --- ---- — — — ...I _ CONC W/FG —TMTL i _. -- -- -- -- -- _ .. .. .. .- - .. - .. .. P-N `%'_"`�i+ f° 51 W/FG J W 2G1(A) FS-2 24" RCP Ij INV=403.0 ' SO FS G �/J FG 92/ ��, 2 _ F LILT Z J -III % _ O n \ eZ T O _ _ _ _ RCPFJ --�\ / /� N REnFOVE_ 1 -I - - - 48" RCP -III Z _ V _ —`�� — — — .. .. I s �24- .. .. - - - - EI) F 41. JB W/M - I MH - _ CP-111 . - X X� X X T 2 x V Q DRY DETENT N BASI #2 C SEE DETAIL SHEET \�\\_ _ mil! - - = 2D-3 AND 2D-4 - - 31 - - X X E cnru X X E II E-BANK-STABI-LIZAHON E CO SNT Q 5 E E E E D DOWN ST Cr RE SE DETAILS, S 2 CAROLINA POKER AN➢ LIGHT "y N CLASS I' MP1-- 0 TONS - - H 10 TL 6VATIb�ljl EXISTI°i LtPIRA�'�RiF.t SEE SH BZ 2 38 SY GEON-TEXTILE _ D C 'w -- E E CLASS p CONC BLOCK FACILITY- DETAIL 'BI'\\� Eim ,"•., — 5 X o SITE 7 W H s °5 m2N/ FOD ° � UNi ST-P ^ \ / \ � 1 ,3TT. 26FD I CMP END DETAIL B1 CHANNEL BANK STABILIZATION 3 � 30' UTIL EslnT cBN19)a-41 SITE 8 I I (Not to Swlo) �,,�•"' GeobWle °uq �o LTI I •\\s/ —LI— TS Sto.287+89.27 o banks any C-..EL.ED!\ S \ Length= 160 Ft. Est.= 150 Tons of Class IRip-Rap FROM 284+24 -L1-LT STA. TO STA. 285+84 -L1-LT _ — DETAIL BB DETAIL BI —Ll— SC Slo. —Ll— CS Sfo.290+63.02 • BANK STABILIZATION I Not to SmIe) a — Via, C 1e o books only cn��NE�i e'Eo CULVERT OUTLET STABILIZATION \ (Not to Swle7 N ml eea El a'on Grow, ,sans an otedile ,nly a .nn.l e.a �nR ,5 N "a.i°"'' — ——Ll— ST Sta.291+83.02 \ BUFFER DRAWING SHEET O F Est.=Class IRip-Rap ryp. ol4ner= CL II Rip -Rap -Keyed-In \ STA.284+70 -Il- RT \ \ — FROM STA. 284+90 TO STA. 287+27 -Ll- RT 'K ff LANE ��42719 1. �,,.o LEGEND o L p a uinme,s immrs mx. / 3 M am cmam Ni z�e s"s am wth.0 . Or SEES \ N.0 6£LS. \ianss Rumger::Atts TNCOMPLR E PLANe• ® uniwns iMr.Rs zor,s / � N _ OICNrL Yes SSA �Sk�, A A\ F H�v \ �/ SITE 13 ErJ \ \ "owo.S ,< \\ 1C "� y ale- ssHS ✓ // �� v\V A A A AVv � ELM i SEE SHEET 17C R SEE SHEET 17A„ STE 12 %vr �% a �v - % a v v v J .^.^ —Fw\\ 1 \ e e F -Y25RA- sr vais#quA -L2RT- CS Ste 354+0597 -Y - S/¢/2tCT7N ss 1/ ' E e � \ \0 \� q�-Y25RA� v'loci Un— �e� .,wu►�wia,�y - T._.. _y ., A Do alp Y7 v w SAP -Y25RCE- PCC 51a15 -Y25RCE- PT Sla wuGl -Y25- PAX StaiR.Sttbr — RTJ BUFFER DRAWING SHEET OF GRAPHIC SCALE qo ;s p qo t C a m z 0 U O z E o a � M U O , z o� C goo DETAIL AU CHANNEL IMPROVEMENT ( Not to Scale) N t r to Natural roun a roun MAN, ,d � 1bp� G Geotextile on banks only CHANNEL BED Length = 28 Ft. (Variable) Est. = 37 Tons of Class II Rip —Rap STA. 17+55—Y25RB— LT ti�11 �p0 SITE 12 Z 0 N — O S S yp/ / LU �XISTI�G F ZILITY ANSP RTATION CL c s zBZ ALLOWABLE IMPACTS ZONE 1 \\\\\\ ALLOWABLE IMPACTS ZONE 2 — — — — " EXISTING TRANSPORTATION FACILITY rr„ CLASS 'I' P GRADE TO DRAIN EST TONS 5 GEOTEXTILE / � SEE SHEET 2D-2 / DETAIL 'AU' PROJECT REFERENCE NO. SHEET NO. U-2719 17A RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®MPLE rE PLANS OO NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ♦� HDR Engineering, Inc. the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 LANE BUFFER DRAWING SHEET OF N Z 0 PROJECT REFERENCE NO. SHEET NO. U-2719 179 RW SHEET NO. ROADWAY DESIGN HYDRAULICS \ \ W/FG Slab Lid ,." ,... ENGINEER ENGINEER 0� / INCOMPLE rE PLANS C \ 00 NOT USE FOR /W ACQUISITION \ �( r \ \ 720" Cp DOCUMENT NOT CONSIDERED FINAL - Z 8 2GI \ <� \ UNLESS ALL SIGNATURES COMPLETED ♦) HDR Engineering, Inc. of the Carolinas �Q� FN 555Fa EeLlS�Licene0NumberF-0116 LANE �O GRAPHIC SCALE 5RC — CS StG° +6/*4 CULVERT OUTLET STA WITH CLASS 'II' RIP RA O \\\ EST. 200 TONS / \ Ncb 175 SY GEOTEXTILE SEE SHEET 2D-2 DETAIL 'AT' > EXISTING A� \; TRANSPORTATION FACILITY SITE31 DEANDA CH CLASS 'I' RIP RAP �c LENGTH = 102 \ \ \ SLOPE = 1.47% \y EST. 50 TONS Ell GEOTEXTI HEET 2D- SER��GE L 'AE' L F C W D MITIGABLE IMPACTS ZONE I MITIGABLE IMPACTS ZONE 2 EXISTING TRANSPORTATION FACILITY DETAIL AE 2' STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground .7 D �•1 Ground d Geotextile B Min. D= 1.5 Ft. Max. d = 1.5 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= CLASS 'I' Rip -Rap FROM STA. 16 + 41 TO STA. 17 + 44—Y25RC— R1 DETAIL AT CULVERT OUTLET STABILIZATION ( Not to Scale) Natural Bed Elevation Natural Natural Ground Ground 2' �/ Geotextile Channel Bed Length= 44 Ft. (Variable) Type of Liner= CL II Rip -Rap - Keyed -In STA. 16+25-Y25RPC- RT BUFFER DRAWING SHEET OF DETAIL H 8' STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground >11e— D Ground GeotB Min. D= 10 Ft. Max. d = 5 Ft. 'When B is < 6.0' B= 8 Ft. Type of Liner= CLASS 'II' Rip —Rap FROM STA. 11 + 50 TO STA. 12 + 09—Y25RAW— RT N Z 0 LFGEND IMPACTS ZONE 1 MMMITIGABLE MITIGABLE IMPACTS ZONE 2 — — — — - EXISTING TRANSPORTATION FACILITY AQVE 98 LF OF 96" CMP —Y25RA —Y25RA —A— PROJECT REFERENCE NO. SHEET NO. U-2719 17C RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®IP!� E Il LL S .E 00 NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ♦� HDR Engineering, Inc. the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 LANE BUFFER DRAWING SHEET OF 0 DETAIL C DETAIL I B DETAIL BC LANE PROJECT REFERENCE NO, SHEET NO. 6' LATERAL BASE DITCH BANK STABILIZATION RIP RAP AT JS STREAM U_271(� 18 (Nat tp Scale) (N. fo Scale) IN— Smle) NpI IBed �b a«mlpn RNJ SHEET NO. N-1.1 �-- 7=.f o-. '"" , ,r�`k 'O1"� creeROADWAY DESIGN HYDRAULICS Grp„pd d ?/ D , 1^.r+. slope '6-• O R, .d` ENGINEER ENGINEER z 1♦] HDR Engineering, Inc. of the Carolinas GEOTEKTIE a +� 555 Fa efteville Sl, Suite 900 Ralei h, N.C. 27601 Min. D= 5 FL 4 peer pn bpn� pnro ` N.C.B.E.L.S. License Number: F-0116 p ;,K�LT,q PLANS CHANNEL BED Length= 45 GlVpdable�d INCOMPLE E PLANS Max. d = 5 Ft. IVpdpble) -When B i• < S.p' B= 6 Ft. CLI Type of U.— Class'I'Rip-Rap b= 5 Ft. Esl.=Class IRip-Rap Tvpe dLn«= Rip-Rpv- K.yed -In DO NOT USE FOR /W ACpWSITIGN 1(j FROM STA. 11+53 TO STA. 12+711 -Y25RD- LT STA. 3511+31 -L2RT- RT STA. 365+75 -L3- RT FROM STA.14+38 TO STA. 22+58 -Y25RD- LT STA. 361+65 -L2RT- RT STA. 362+43 -L2RT- RT DETAIL BF DETAIL BD OUTLET STABILIZATION CHANNEL IMPROVEMENT _I/1 _I INot to Xale) Ippl �a (Not to Xolel turn)Bed EleN fle N. ml DOCUMENT NOT ftNSIDERED FINAL *f+�j�Grpp�e 50 7-7 p� G.pp"a UNLESS ALL SIGNATURES COMPLETED J KPL�Ge �' 351olmlie Channel Bed Channel Bed Y�/ L•,qM 13 ft (Var,oblel Lenglb P6 k. Vo,iabl•7 GRAPHIC SCALE - ^ � Ty,—U.— <L IRp-Rap Kvyd-In Tyye o(L,n•r= <L II Rip -Rap - Kar•d-In CEMETERY OZ 2 / c vi STA. 11+88 Y29E- RT STA. 364+45 -L2RT- RT -Y25R - ST Sta. l0+ S y \ 12LT - POC Sto. 357 72.35 (36 T \ Mtn p \� Ap $ 2�,, ` 75' 38' 55 F` \ LA --� 2' BASE LATERAL \ L P CLASS 'B' RIP /% "' -Y25R SC Sto. l2+16A0 I -Y29- POT t /4+ ws -Y29R- PC Sto.10+35.00 // F - (p SEE SHE GE 24 �L� .BA � 0p GR OS Lf1 232 SY GE XTIL CH EmsrHc , .. .. -� 1 - POT-"Sta. .1 61+97.3 - �T D SEE SHEET 2 x Iv— _ -Y29B- POT tO. IO+OO ✓R€MOVE - R�IASIT DETAIL x� 14 SY GEOTEXTILE ip W x C s B' RIP RAP -L POT Sto. 365+29B6 W �x� sv-Y29- PC Sto. 14+6� \' Pn a T. TONS W �s LT- POT Sto.365+/9. 5 x R�AOVE A j2E' EB-ASE- CH/SEE GE D 1 ILE LU Dl� DET A- --L2RT - POT Sta. 365+69A4 Hw = X � REMOVE DI N �� x X� W= F 2GI -L2RT- ST Sta. 357+6697 x—x�x�x - — EXISTNG 3 1 \ — C 7/ LU C — — —x— eD7 C — F — — — / �F \ LU 0=�_-m_ s' - T- CS Sto.359+4/A2— — — - TB 2GI 0 � � S -qT Fr. TI 6O CHL 0 Oz� —1— --- O 10' CON C H R / 00 - US-1 SBLT h-M4 _!_1'BL 26' 857 � � � II w co _ �� — — — ^ -- — _ �� 10 -- � R L i � - - W/ST — S GI EMO E DI TL------_ SITE 14 — /FG Q J D .. N n ^�' - --- - --- m NIJ -- ---�� TB 2GI(A � J I ; vm+ v,0 CO Z P Ail SITE 14 =___ —_— _ --_ --_ _-- -- — _ WB _ —00 OVE Q __ r m 36" RCP -IV W A Z — — i8-2 -- 40 WBL 26'BS — 2 T 2GI T �— B -- —i f F F SOE SHEET 20.1 F 31 SY GEOTEXT�LE / 1— MTJ- i —� i r F-T 82 7 SEE SHEET 2D-2�C- AI A U - - .. `t. .. - O N DETAIL 'BD' J .. X X V 23 63' . V Q — . — — — STABILIZATION R EXISTING T BANK STABI N II � �a �� EXISTI G TRA PO�fA 10 - CLASS 'I' RIP RAP '^ FA ti CIL .,. .. 1 - D / S _ 20' BRAIN ESNT 5 B 9 PGL061 S X RIP RA C1A55 'I' RIP ;o - \\ R � .. .. _ " � R�'AI 36P4 4.30 BANK 5STABILIZATION H Z4 O2 X—TLE 8ZDETAIL — A C2S-Y E- Sto. +50A0 E'� TA8 q; YP1 LTY 18 {,, s 0 9RA SE STREAM RELOCATIO CLASS 'VIaK TA L TION JJJ — P 1 4 CLASS 'I' RIP RAP q0 C S ' R RAP ' APT P 3S PT EST. 131 TONS C EST 16 T"ONS \ \1 S 184 SY GEOTEXTILE S G OTEXTILE SEE SHEET 2D-1 SE S ET 'BB' S P P V4: TAIL 'BB' m � DETAIL 'c• � A V Q� I Y25RD- POT Sto. 10+0000 = m Di Iur `7( -L2RT- 357+66.97 /36' RT.1 OUTLET STABILIZATIO (NGT BmEe CLASS n m C3� A X / RETAIN EST. 11 TONS ' X \ RC N A 28 SY GELESEE DETAILS BFIL 2D_2 2D-2Un -Y29E - PRC Sta,l SITE 15 F� �` 1 511 14 ` �\ o EMOYE 6'VGP ITE 14 SEE SHEET 18A F BLKBUS T 18B f \ ISBKD ON �GH��NE� EE1 32 N BUFFER DRAWING -Y - PT t l +7 m ISMTLeus MA SEE SH SHEET _ OF DETAIL BB BANK STABILIZATION ( Not to Scale) Nat t\E INtural roun Mik?J \,a round �O 0 Geotextile on banks only CHANNEL BED (Variable) Est. = Class I Rip -Rap 7CI 1 1 - w m LL Z-\8 - N O 7,-c LA55 'I' KIP KAr jo, EST.16 TONS R3 SY GEOTEXTILE SEE SHEET 213-2 DETAIL 'BB' N RETAIN 2 a ti s STA. 361 + 65 -L2 RT- RT STA. 362 + 43 -L2 RT- RT DETAIL BF OUTLET STABILIZATION ( Not to Scale) Natural Bed Elevation Natural Natural Ground Ground 1.5' Geotextile > Channel Bed Length = 12 Ft. (Variable) Type of Liner= CL I Rip -Rap - Keyed -In SP.N IJ CQ OUTLET STABILIZAT16 CLASS 'I' RIP RAP EST. 11 TONS 28 SY GEOTEXTILE SEE DETAIL 213-2 DETAIL BF STA. 11 + 88 -Y2 9 E- RT 8 2p11 PROJECT REFERENCE NO. SHEET NO. U-2719 18A RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INcoMPLE rE PLANS 00 NOT USE FOR /W ACOWSMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 LANE ALLOWABLE IMPACTS ZONE 1 \\\\\\ ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 — — — — . EXISTING TRANSPORTATION FACILITY BUFFER DRAWING SHEET OF DETAIL BC RIP RAP AT JS STREAM ( Not to Scale) Natural Bed Elevation Natural Natural Ground Ground 2' N Geotextile on banks only Channel Bed Length— 45 Ft. (Variable) Type of Liner= CL I Rip —Rap — Keyed —In T C 01� n CLASS IMP S 31 SY GEOTEXT4 II SEE SHEET 2D-2- _ DETAIL 'BD_ _ rHW — — rn DETAIL BD CHANNEL IMPROVEMENT ( Not to Scale) Natural Bed Elevation Natural Natural Ground 2, �Ground � Geotextile Channel Bed Length= 26 Ft. (Variable) Type of Liner= CL II Rip —Rap — Keyed —In s�5<� EXISTING /W 2.0DRAIN ESMT D PG1061 MRIP _RAJA CLASS 'I' RIP RA ✓S� EST.27 TONS 4 GEOTEXTILE EE SHEE 2D-2 DETAIL 'BC '=4 2sF P 35F APB �1 T(�P / v lII VAOVE NpD 8 2p11 i b �� Ln U JUS_/ SBL Do _ T NBL 26' A 36" RCP -IV illy: 4 3 63' TOE PRC SEE SHEI X Al 'i 1• EXISTI G TRA P( FACIL 2 DK/ 3 BAP A JS ST 4 CLASS 'I' IP P I EST. S TO S S 228 �II T S IT E 16 T _ T T \ 1. \ \ 1 � T \` I ONC PROJECT REFERENCE NO. SHEET NO. U-2719 18B RNO SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INcoMPLE 00 NOT USE FOR rE PLANS /W ACOMSMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 LANE ALLOWABLE IMPACTS ZONE 1 \\\\\\ ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 — . EXISTING TRANSPORTATION FACILITY BUFFER DRAWING SHEET OF �m r y III a 1 . r� 1 , C RIB - �' •III EMU uu�wl.lR�u.ui�u�nuMin nu.v/i'�r '�Ei1�lY�%i��,'�EiR\\i�illilillgi■%/rgggpL..'� �`� _ — �..�,� -' Fes_ '�...w.IM�gE�q� �'— _ ___� P -� �iq_l:.T,E3nJE■\sill hHn'Yq►� ' iiEi7iE:.7Ei6�ill igiilgq- riiiln�w.� iiill Illlin iq _r�—�r.m1 — _ ia-- ii . n� m��c n.nu',n. vii ®�:�7!i' Yi9` �'°'.�. - - �k --- �.��3. Easrl ��.Y-.I4�II�...0 uuw.w.i�i .. r��l �Vry�W Q�.a;�T -- - IMi CC � r,�_r.:. �oiw�� e.c... - - � ...�..er+� — -- +!erilr►Y�� I� � �-. - M REM^"ME': .,/.E C=1� p .�!!i[iY1,E..n.I1 Ila.n.. ,, sue+ - - _ ,Y._ _.:.� r.v aasiiii. _ ilr C 1 C�isl ., _ '"�7unn[7'77i■OOO.1 uu.n'ior�u.. ■iii � F=Ygg"Fy��fiYi'i!!i� ii 1 l lgllilliqq ■�/t - -. •�Yi•-w� �I _I ---1�■%/,q 7 � � =tea• �_�-�- _ � �,y,, °• _ -- -- �, mom MIL JIM _ 1 oil MO t 11 " � rr 1 of 6.`![�Y'2i►is-®i.n.� u.i. 1��1* 9 * � r G in u 1 � :, : �,'111�" -' ull ,!►�III-. .r- � � � — - rr °'' _.* � °. .e - u API 1 ';�: :r 9f`� �� i� ,� � °n +>• ' _ 1 1 11 y{Q1{ k ff 4%. N��Ne 1 k 60, STy44yF kp(GSSP.9bk�5, SFF'9- I)x �Y3SMATCHLINE -Y35EB- 3y.4482"SSP•S 3'yF Op R� STA.93+00, EE SEE SHEET 40 I �1 LANE ��°19 zlo. v \�\ a� INCOMPLE E PLANS GRAPHIC SCALE 8 20Y 11 F-P r D� \ w � r c HE ,�1A �c \ sr s � �� a \� SITE 17 �I . • o- xuwv[ \ k� fzr r I I iY W \ rsxe- SC nal00p c w I L3 1 do � � � _ � « �p�A -ri5ie- cs q aaaPno • `- � I j � - I � Jl .o ON �- :ti®uiuiarps�r®�� IM Arm- Migo O �is�r�l�sy�� \�_is/(L'ii7// r: �I • � �-s ., '� - - - - /� - e. ®�/®s a � i,- 1 "l w y i �' � \ ,oyho• � SFF Sy6SAL e� 47 8 06 16 y \�� BUFFER DRAWING SHEET _ OF GRAPHIC SC=E iD �5�� PLANS ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 . EXISTING TRANSPORTATION FACILITY N Z 0 11111111111111111111110.- - NAD 83/21_011 PROJECT REFERENCE NO. SHEET NO. U-2719 21A RNO SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INcoMPLE rE PLANS 00 NOT USE FOR /W ACOMSMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ♦� HDR Engineering, Inc. the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 LANE BUFFER DRAWING SHEET OF ]LEG2F N D ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 EXISTING TRANSPORTATION FACILITY DS T = ISTING \ 'ORTATION kCILITY 2' �TSS ERA�BA E DITCH W ' ' R P RAP o EST. 98 Td1�I, 265 SY GE XTILE SEE SHEET 2 m E AIL 'B' M SITE 18S 73 m \ 2 PAP / DETAIL B 2' LATERAL BASE DITCH ( Not to Scale) Natural r- Fill Ground ?'I D 1'iFt. Slope d GEOTEXTILE B Min. D= 1.75 Ft. Max. d — 1 Ft. *When B is < 6.0' B = 2 Ft. Type of Liner= Class 'B' Rip —Rap b— 5 Ft. FROM STA. 431+50 TO STA. 433+25 -L3- RT CTCC� I �P Ss P� v DETAIL AS CULVERT OUTLET STABILIZATION ( Not to Scale) ROADWAY FILL SLOPE Length= 65 Ft. Type of Liner- CL II Rip -Rap - Keyed -In NAD 83/2011 CLASS II RIP RAP TOP W/NATIVE MATERIAL GEOTEXTILE MIN.1' TUCK J I EXISTING GROUND) STA. 433 + 34 -L3- RT W/FG NV 358,39' -- --Mon Q _,r INV=3 2GI — �No oll� W/FG EBM17 O C) Z rr CSP 350.57 W00 S Z-UU� -1, W/EL OWS ESPs 1Ao, Z ETAIN A D EX END- 8'X 8 RCBC— INV-32 EXISTING / / /a ONI1 Ix3 TRANSPORTATIO -L3- SC Sta.434+37.75 FACILITY /P RqP, �-ilVV,3 _ ' P�fFAPRIPRAP CLASS�l2 CP\ EST O.NS` 15" R(P lNV,325egq �l(—GEOTEXTILE LZ — DI Q INV, 1 SITE 7 S \, s 2 s RIPRq P RIP N S6 / b ' T O TL S ILIZATI ITH 'll' P ON BAN D EST.233 TO 10� 235 SY GE T SEE SHEET 2D-2 \ DETAIL 'AS' ^ \ \ E------ PROJECT REFERENCE NO. SHEET NO. U-2719 21B RNO SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INC®MPLE OO NOT USE FOR rE PLANS /W ACOWSMON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ♦� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C.27601 N.C.B.E.L.S. License Number: F-0116 LANE BUFFER DRAWING SHEET OF L I N E PROJECT REFERENCE NO SHEET NO. U-2719 22 RW SHEET NO. ROADWAY DESIGN HYDRAULICS 2011 a HDR Engjneering, Inc. of the Carolinas Np,O J 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 ENGINEER ENGINEER +� N.C.B.E.L.S. License Number: F-0116 INCOMPLE rE PLANS DO NOT USE FOR /W ACOWSMON —Y35RA— SC Sto.l2+12.44 DOCUMENT NOT CONSIDERED FINAL —Y RA— TS StG.10+532.44 \ UNLESS ALL SIGNATURES COMPLETED —Y35RA— POT Sto. 10+00.00 = / / \ 35 12.5 wbuifilllliiis� - - POC Sto.44/+04.70 (47'LT.) / GRAPHIC SCALE CB TOP-346.57' 'Y �S —DO ISBKD rL 1,u, m y S E-1 cc EXISTINGS 0o H ISTING TRANSPORTATION.{) - S �I STRUCTURE P z FACILITY — ' S G COLLAPSED WI'm � � e°C& w � o 0 - - x--RETA1 / E 3- BSr I V 0' DRAINAGE EASEMENT IBMEl964 PG TOl - FTLP OF DEBRI — N w C WOODS .. 0 60'CNL _ 0 OF CONC ER 4 _ m . - .. .. - IN=345.79. Z - TAIN C pA�FNfff �o. tp ' L P Stcy�5II+5620 (47 L ,ram _ AWDI A i \ VARIABLE IIG 8K WALL,' ,may - ,r.�T 4..3 W � Qti3 W F INV=339.4 ' — --.. � � -- � D'� F ,ems �l— DI F \ WPR °CHL �C&G I �CII o �I __ WALL x, DI- DRE AIN _' FP'gW60L _ RETAIN DI PXAS RIPRAE' \ - HEIGHT K -- RETAIN" �ESSE Y �+ Q r - VARIABLE F /e'i:l NM VARIAOL F INV-345.2 -332.1 f N N ' I RETAIN DI 4 Adj. D P Z e/ d EP ersm _ �� D RE" UJ W I NV=33118' WATER 3G CONC40 BSr � F Ad"QDI a � LU W 3 Z m ¢oz In D �w — 4 U O c M __��— — — _ .Sa' 2GI(A) o BL 3B' Sr T E / '— ��____ .. 18" RCP -III , \ SLAS3 'BO RIP RAP R .. . - .. .. ' TONS F ' - o WOODS 10 5Y GEOTEXTILE F N CLASS 'I' RIP RAP - Q 18" CSP / PIPE CLEAN OUT _� x EST. 26 TONS \ . CLASS 'B' RIP RAP WiELBOW�L EST. 3 To —X�--rm ar�R 6 ° CHL 50 SV GEO7EXTILE J os 10 SY E EXISTING TRANSPORTATION/�, N X� �— WOOOS WOO / �� FACILITY �' N N '''�X—x I 445+26.61 —x- -#— / X Z A EXISTING � �ARcA1S�PxO—RTAIION F1< ��E WRIP _ -w- L J w- - - - - -� - - -R- a P _� • D rIr -L3- ST Sto. 449+46.61 Z p\/ a•PVC BST /-----e5r----- — �// SI T E / SS SS g• PVC V INV-319. 3' 19 CLAY E 21?_Cs ISC/ / of i / Nc c _�4 kG 1? l r= — ss aav Pvc �� e ice _ L=== —�mac, w \� x x _ n QCPi O — �� y,GL/-� / — EpyE-- r' RP v I 6 . MTL tiJ ry C ■`�\\' 4(L �O/ I �P/I/��I.HLP DI —X� _ 5—'�\—�J/f6�JJ �� / 1,RCp—��----1 ri d _G ■ �\ I �W �'R"CF� _ N r SIR o{PL RIP RA INV=317.T7 BI\ c n l z H 45FQ 45F APT i bl SC—P �3 SC P N e l J I BZ N BZ I— m S 1 5 '� \ ..--JS 0 0 ^\ o � S h —} IS 15_ �15� S� � 1S �� // BUFFER DRAWING z .. .._l VS J5� SHEET OF ~ w — o R a � � cHL1NE r SEE SHEET 11 m 0 O I opr L C 0 0 U 0 O 3 L L } r C x c � U N C C 0 H K W O W J J In M a x � LANE +� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 DETAIL BG CHANNEL STABILIZATION (Not to Scalel w Gene ile on honks only Length= 20 Ft. a Na -) o Est.= 34 Tons of Class II Rip -Rap Est. = 34 SY Geotextile STA. 18+75 -Y9- LT r" PROJECT REFERENCE NO. SHEET NO. U-2719 28 INN SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I- ompLE rB PLANS 0O NOT USE FOR / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET OF r, o n ti o .. '-' o F � '" c o� o 0 C Z O O •• � U 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 (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) 1 SAK - 230+75 -L1A- Lt Rip Rap at 18" Outlet X 1272 1272 3 SX - 245+72 -L1A- Culvert Clean Out X 1753 212 1965 Bank Stabilization X 3612 1923 5535 4 SW - 41 +85 -Y10- Rt Rip Rap in Stream X 2985 2221 5206 3711 3711 6* X 7 ST - 284+75 -L1- Rt Outlet Stabilizaton X X 408 408 1052 871 1923 8** SV - 286+00 -L1- Rt 9 SU - 284+50 -L1- Lt Bank Stabilization X 3931 1346 5277 12 SS - 17+50-Y25RB- Lt Channel Imp./Bank Stab. X 6199 3968 10167 13 SR -16+20-Y25RC- Rt Roadway Fill/Outlet Stabilization X 8902 7738 16640 14 SO - 15+79-Y25RD- Roadway Fill X X 6846 1384 8230 14827 7423 22250 15 SP - 11 +90 -Y29E- 30" CSP X 3767 3730 7497 16 SN - 365+75 -L3- Rt 36" WSP & 36" CSP X X 3379 367 3746 775 206 981 17 SC - 433+33 -L3- 8' x 8' Culvert Extension/Stab. X 3660 1592 5252 18 SAN - 433+00 -L3- Rt 2' Base Lateral Ditch X 3035 2070 5105 19 SE - 466+00 -L3- 48" RCP Extension X 2179 926 3105 20 SW - 18+75 -Y9- 14' x 7' RCBC X 5146 3035 8181 21 SC - 38+70-Y35RA- Rt Bank Stabilization X 433 406 839 TOTALS*: 41206 19358 60564 36666 20060 56726 0 0 NOTES: * POND OWC BUFFER IMPACTS REMOVED DUE TO CITY OF RALEIGH CONTRACT ** SITE 8 BUFFER IMPACTS REMOVED DUE TO UTILITY EASEMENT MAINTENANCE AND 4C DISCUSSION 2018 Feb WETLANDS IN BUFFER IMPACTS SUMMARY WETLANDS IN BUFFERS SITE STATION ZONE 1 ZONE 2 NO. (FROM/TO) (ft2) (ft) 10 WJ 36 11 WI 14 25 TOTAL: 50 25 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 06/24/2019 WAKE COUNTY U-2719 35869.3.1 Revised 2018 Feb SHEET OF