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HomeMy WebLinkAbout20190624 Ver 1_2018-11-27_Old Airport Rd_Redline Drainage Plans_20190510PROJECT REFERENCE NO. SHEET NO. 012718003 / E N D PROJECT TABERNA G\RG 0 6 eR7C`F CREEK NEW BERN CROATAN NATIONAL FOREST CREEK OWNER: CITY OF NEW BERN, PUBLIC WORKS 1004 SOUTH GLENBURNIE ROAD NEW BERN, NC 28562 MATT MONTANYE 252.639.7501 montanyem@newburn-nc.org KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE STREET SUITE 600 RALEIGH, NC 27601 JEFFREY W. MOORE, P.E. 919.677.2000 jeff.moore@kimley-horn.com SURVEYOR CHANCE & ASSOCIATES, INC. 1009 BASIL DRIVE NEW BERN, NC 28562-4951 JOE CHANCE, P.L.S. 252.636.9540 josephtchance@reagan.com eiG CYPRSSED BEGIN ROCT f VICINITY 4�AP CREEK 7 0 � 2 <�7 BEGIN CONSTRUCTION CRA VEN COUNTY OLD AIRPORT ROAD *%IIIIIIWIDENINGNqfl FROM LANDSCAPE DRIVE TO TABERNA CIRCLE REDLINE DRAINAGE SUBMITTAL NOVEMBER 27, 2018 3 4 5 to (' Z Q c`nn > fie Qm L OLD AIRPORT RD m OLD AIRPORT RD (SR 1111) v (SR 1111) U Z Lu � U o Q I Z ►— }z I° I— ne _ U' Q Q F— N PREPARED IN THE OFFICE OFe ■ INC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Kimley>))HornPHONE: (919) 677-2000 ©2018 END CONSTRUCTION -L- STA 89 + 39.00 W ti Q Q f!} PAVEMENT SCHEDULE C) N i\ N PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C/ AT AN AVERAGE RATE OF 220 LBS. PER SO. YD. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT CC AN AVERAGE RATE OF 1/0 LBS. PER SO. YD. PER I" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. E/ PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 570 LBS. PER SO. YD. C I PROPOSED COMPACTED EARTH MATERIAL C I EXISTING PAVEMENT W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) REV. No.e REVISION: DATE° DRAWN BY: CHECKED BYe This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 20 18 EXISTING GROUND PREPARED IN THE OFFICE OFo 3 0l 2' 0.08 4' FDRS EXIST /2' TRAVEL LANE 711 GRADE TO THIS LINE -L- OLD AIRPORT ROAD (SR lllU /2' CENTER TURN LANE EXIST EXIST /2' TRAVEL LANE W 7" TYPICAL SECTION U ST A /8 f77o50 TO 67 -�50000 2' 4/2' FDRS TRAVEL LANE C/ EXISTING 1 0.081 _EXIST GROUND 3 °I T ! (El GRADE TO THIS LINE E -L- ono AIRPORT ROAD (SR _EXIST 7„ GRADE TO U THIS LINE ■ INC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 Klmley))Horn ©2018 /2' TRAVEL LANE EXIST ----- C„ — GRADE TO THIS LINE TYPICAL SECTION U —L — ST A 67 +50.00 TO ST A 89 +39000 I L — — — — — 0LL NOTCH TO KEY IN 2" VILL 50' AS DIRECTED BY ENG/NEE 4' FDRS 4' FDRS C/ 2' EXIST 10°08 E/ 2' 1 8' EXIST _ j 10°08 1 OLLING DETAIL TYPICAL SECTIONS C9 I - - - - - - J U T 40 I�1 O�NIPLETS PLA6 Im OT USE FOR RW ACQUISITION 8' 3 0l EXISTING GROUND EXISTING GROUND 3d�-— L- - - - - - - - - - - - - - - - - - - - - J WEDGING DETAIL FOR RESURFACING PROJECT-. OLD AIRPORT ROAD WIDENING JOB NUMBER: SHEET NUMBER: 0 127 18003 CD-2 N PI Sto 16+84.13 P1 Sto 19+62.70 P1 Sto 23+71.73 J N \ f Zb r 1 I �> 1� EXISTING PIPE TABLE 1 1 0 = Z 05' 5/.3" (RT) 0 = 9 28' 2I.9" (RT) 0 = 0 /6' 57.0 "(RT) s D = r 12' 04.2" D = 0 30 00.0 D _ 0° 20' 00.0" n 31 # 18. 9 2 19.06 15" RCP o 1 { o � IPE INVA INVB SIZE TYPE Z L = 174 63' L = 94.55' L - 84.75' r - , T = 4 ' L J , P 1 1 oti 32 19,30 19,30 15" R P NAD 83 T - 87.32 T - 47.28 2.38 S� N 33 19.28 r 1'9 3 15" r oo R = 4,770.00 R = 11,459.16 R = 17,188.73 , CD- \�- a _ o s f J C2° �-o ( t� , 34 19.73-) 19,67` 1�,5'� CPP ' �5 20.4Y 19,84 15 CPP 236 r r ��� 1,8�4 18.63 15" CPP I ( \�/+- > 37 '18.75 18.59 15' CPP � o� � � � 38 18.27 17.97 15" CPP 1 39 17,96 17,71 18" RCP -- - -oz - _ �(, �z _ ) � N � J -r a N S � o O I 0 C)Ln t N N ti \ 1 J r T 12 �� �� -L - PT Sto. +14.10 -L - PC Sta l9+15.42� b -L - P Ito. 23+29.35 _ t oA 0 t � 1 n s RELOCAT 1 �L j 7 �WATER iEP R J r OLE '5693 AND ° TELEPHONE_ PEDESTAL ti \ moo C-TO BE RELOCATED RETAIN POLE � SPECIAL LATERAL 'V' DITCH t (Y OTHERS) SEE [DETAIL 1�HEE�T CDA' 25, zg 1 ' RETAIN POLE REMOVE BRICK TAPER o r ( )HEADWALLS i 1 I 6 / 0 1 1 j �0z.' ` 0 �) r -L- PT Sto. 20+09. i _ �`��� - ' , I SPECIAL LATERAL V DITCH REMOVE METAL RAIL N N - �Z I J PROP R/W (TYP1 ✓ �- l J \ � �ELEPHO SAND �`°� � � � 1 � POLE #5689 AND SEE DETAIL liSHEET CD-3 TO CONSTRUCTION I N J 5 PEDESTAL f L- �� TELEPHONE,BOX LIMITS V 1 N ° TO BE REMOVED J TO BE REMOVED (BY OTHERS) RlFTAI� (BY OTHERS) 0106 W L 1ll W_ °4 �(4 �� cy ti N 4 v t °' � N < <l l roz L v> rn /. DO -- N N La -- c W �o N N N N N N 1 EXISTING R/� (APPROX) h; Pi E sl° v ` PIE 37 EXISTING R/� C� - s `r l�` �� - - - - - - - I ,-� - - - - - - - - - - - - - C- - - - - - - - - - - - - - V E- - - - ^� V �� - \ V V C� EXISTING R/ (APPROX) - - « - - - - - Pd v k3 NFL - -� N - 1 A - - - --- t - _ - N �� 15 P -- a - - - - -15 A _ - _ `- F Z _ 4' PS E - ,� - _ l 05' _0, � r - 11 DR F / v7 F D;q REMOVE L OLD AIRPORT ROAD (SR llllJ _ r 22 41.6 - o r 5 ' 03.50 - o W -REMOVE C\j /2' x �� -- - / R REMOVES /REM_OVE / - - w 4 PS - li BR - - �_OR - 0` D v - - - - Q c 20 RETAIN _ _ - - - - - - - .._._.._:�._.�_.__.....- - --- - - �w N - - - --- J PIPE _L39 - - - - -- - - - _ - - - - - - - - - - - - - - - - - - _ �- - a- PE IN „� « IPE F�XIST R�`dy MPP�OXy - �B„ O \ 1 / < - - - - - - - - - - - - - - - - - - --------------- „o„ "a" 8. 15 V � 4' PS EXISTING R/�y (APPROX) - � A„ _ - _ o _ - �� �- - - - - - - - -- - - - - cfl - - - - - - �- ) �- �� N N V 15„ - - - �- - - - - f tog -- o c� -lI rn r 010 3 y �4 4 ni N NO1b2 NV U N N l N `� 01�5 NCP&L POLE RT 309 �'NTERAL �' I� v v o 1PO TO BE`1�5: v S PROP R/W (TYPJ TO BE REMOVED r J N POLE(BY OTHREMOVE�RS) GFD - -(BY OTHERS) YJ DO NOT DISTURBL 55HEET �D-3 / T WELL HOUSE SPECIAL LATERAL 'V�DI��H ✓ r 1iFOOTBRIDGE ISEA DET�AIL/L�SH�T �DRETAIN POLE / T C \ SPECI LATERAL 'V`�D TCH PROVIDE TO CITY � EXIST PIPE '� r 1 �rn SEE DETAIL`22SHEE \-3) REMOVE EXIST J \ _ CONTRACTOR T �� J VERIFY ELEVATION SPECIAIr-CUT DITCH r CONC WALLS SEE D�Tu41L 415HEET(CD-3 � 7J ` SPECIAL LATERAL 'V' DITCH r 1 r BEGIN CONSTRUCTION SEE DETAIL VSHEET CD-3 t 1 z -L- POT Sto. 18 +77.50 `i �i ' ` J - o - 1 \ � ILL AND TIE TO EXISTING \ 7 - v z J � ^` � � � � J • ran e �/ . \ � r� L - � -L- PT Sto. 17+71.44 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PREPARED IN THE OFFICE OFo PROJECT- 0 0 ■ 40 OLD AIRPORT ROAD NC LICENSE 2 REV. No.e REVISION: DATEe DRAWN BY: CHECKED BY: �` 421 FAYETTEVILLE VILLE STREET, SUITE 600 IN1OMPLETS PLANE RALEIGH, NORTH CAROLINA 27601 DO NOT USE FOR Rw ACQUISITION W I D E N I N G This document, together with the concepts and designs presented herein, as on instrument of service, is PHONE: (919) 677-2000 intended only for the specific purpose and client for which it was prepared,ap Reuse of (Ind imroper )Horn reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, ©2018 shall be without liability to Kimley-Horn and Associates, Inc. Boa NUMBER: -E-T M3ER. Copyright Kimley-Horn and Associates, Inc., 2018 0 P l 8C0M C- I 154 f \ J, \ �� 0 7r / �( Pl Sto 37+8.89 EXISTING PIPE TABLE ;z ,f��� �� o \moo f` �o� J J o /f/ I i ,/2" /5'�5./" (LT) PIPE # INV A NV B SIZE/TYPE � /� ?- 26 1 T09 16.15 15 CPP 27 12.52 11.87 <2x�' RCP ti� / ( 11 L = 292.94 N, v — r T = 147.�3' �,z� N 28 12.59 11.14 24" RCP ? N f I 2O � R = / 370.00, � t 29 16.37 16.04 15" CPP � t � — -t f r1 ) � � / J � � ( NAD 83 '�fti 30 17.47 17.83 15 RCP \ ` i �oW, r J �/ / J J r L /If �° r1 '� C� r ILI N f`c� 2✓l �o \ d � db CD yV 1 Oz� l O N \ N�f o ' N IT 20' 49 6" ►� -L- PT Sto. 38+84.80 J' -L - PC Sto. 35 +9/.86 Cn / Z w HW \NCDOT �$ O ✓ ti a — o "�/ ✓ ( I h STD. ETAIL 838.01 J f > T C SPECIAL LATERAL 'V' DITCH b §EE DETAIL %SHEET CD/3 / / SPECIALJCUT DITCH 1 r VN20 N o t ) / , I SEE DETAIL 3,SHEET CD-3 / ! SPECIAL CUT D S DETAIL 41SH ET\ '► CD-3lZ" `- --- � r 1 E \ / ----SPECIAL LAiERAI_ V DITCH L , �.) �✓ l \ J \ ✓ 1 / f20� �" o % _ n° o � 1 � � DETAIL JSHEET CD-3 Jl J J r �- s (^ # D 2 ``/ I POLE 5684 /C / ✓ r TELEPHONE n 20" \ \ / / � �i �ELEP OLE ONE � � _ TO BE REMOVED PEDESTAL = 1� SPECIAL LATERAL7'V' RITCH- \ iL/ / / l PEDESTAL i ( 'S TO BE REMOVED C (BY OTHERS) POLE '5688 SEE/DETAIL VSHEEIl CD-3 POLE TO tiLE \ -, 1 f (BY OTHERS) K' z N TO BE REMOVED TO BE REMOVED REMOVED o) b r \�- V (BY OTHERS) DO NOT DISTURB J N �' M v (BY OTHERS) �� > >� (BY OTHE-RS) ! � �Oz x'' WOOD FENCE 1 s� / N yy — r 02 Lo I rn 1 \ _ o �. °p ~ �i �-F r \ ~ `Z' _ I I I o \ \ o o N N a O `� �� °� `� °Q o �� l s, �, — — —<'— — — EXIT D v N 1 C\`C rn020 rn-----�-- W XIgTILQ R� t41PP�O t o < ccz — — _ T V) S -L - P T 11 o� _ .— _ — zo _ N -, 5„c v- _ � �—�— _ D��- — / - _ - o w r — �" o �� — — — �-� W �'L p- - ---� -p- - - - - - -oz - - - - = = - _ - _ _ _ _ - - - - - - - - - - - - - - - - 5' D - - - - - - - - - - - - - - - - - — -' JCP-V O- _ - - - - - - — - -oz Y _ - - - -n� - - _ f - - - - - l R N /� n ? PIP 27 — — _� s rn P � _ 39 -24" RC CP _ RHO n 1 — — — — — — — — 20— — 63'-15"RRCP - — � — — — — — — — — — — — — — 4'-PS - �, - - -oz, - -,ozN - �1c o �,�, M CD J EXISTING R/y� (APPROX) — — — — > > - — — — — '— ` ' — — — — — — > �— — _< ! _ OZ — "� v U CO 1,12 - -� - - - - - - - -� - - - -� - - - -M - - - -N o 0 0201 - - �� - -� -o C, I°' =1 �` ��- M - - - -� N 10 c� �L l �1 C� V CNJ N N N V I I O V \V N% O O C 3 C� O l rn /^ - Z N / °4 < ( / J 2' C&G � l\- , r'� � J °mil -- J / l r I \ �' RE,�OVL AND REPLACE _ \ I a N voc POLE TO BE / / RETAIN POLE V \ o ` , REMOVED � CONCRETE S/DALK _ _ v _ (BY OTHERS) � � /a2„ RCP Vy/ 1=tAREo � ALONG EXIST /W q 0� o _ f TE�F�I BOX J / r / SAP OX LOCATION PER KH N ( r I Jo ( l \ �RE�OVED / / 7 ((Nor suRVEVEo��( I I I — 1 I ) (�lY OTM�S) // / SPECIAL/LATERAL 'V' DITCH �� Y f S J SPECIAk LATERAL 'V' DITCH //�� r RETAIN SCHOOL SIGN / \ ( J �- ' ` SEA GETAur2�H�ET�CD-3r T6. D`tTAIHW ILLT838.01 lSEE DETAIL 2SHEET CD- Yl 20 2-q �. POLE 2BR (BO) U \ l 7 0203 ) I 1 b SPECIAL CUT DITCH I 1 N J SEE DETAIL 41SHEET CD-3 I\ \ / T, l i \ �// - v �- 1 I� �� jVA7�� \ // � \ f ) o i L � Owl fl � — \ \� �` o� / \ I\II—_ (�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PREPARED IN THE OFFICE OFo PROJECT - REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY: This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 20 18 ■ NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 im RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 © 2018 40 OLD AIRPORT ROAD INPLErE P`'AIv6 WIDENING DO OT USE FOR RW ACQUISITION AN JOB NUMBER: S-E-T NLM3ER: 0 le' l 8C0M C-2 154 co N N -L - EXISTING PIPE TA-BLE 1 Pl Sto 48+40.6�9 PIPE # INV;7-A-IN\U-B SIZE/�Yf E ` ` �� � ' �'-j r> = 0° 08 37.1„ (LT) 19 `1 18:06, 1 T92 12� CPP 14S� D = 0 /0" 00.0 20 op 16.95 �1�.64 12" 1 CPP `� �� _ ��. ` �� �> Nqo 8 L 86.19 �2f �� 1 T47 1 T(�5 15" �CP-vP //� ( _ l �� a ? 3 T 43.09 22 �� 17.09 1 T A l 15" CPP / / �� �� �_ v _ s 1 R = 34,377.47 � �3 r 17,22 16,90 1�"�RCP 24 18.66 18.68 12 VCPP J \ 1 / �� \ 25 18,54 18,77 12" C�'P 40 18.63 19.00 12" CPP°� 1 \� 1 ( - - ✓ (% 41 18.59 18.87 12" CPP (I 11 1 ✓ _ - 1 ' - - _ � , 1 2 0Q) 0 J�� J� a IN r �— — ti /If O * � J r _ r ` PT Sto. 48+83.78 Ln I Jo f a 1 -L - POT Sta 41 +86.81= -L - PC Sto. 47+97.59 -Yl - POT Sto.10+00.00 >T (� N i 0k PECIAL CUT DITCH `- o ' EE DETAIL 4�SHEET CD-3 REMOVE FENCE TO SPECIAL LATERAL 'V' DITCFr �1 ON SPECIAL LATERAL 'V' DITCH CONSTRUCTION t SEE DETAIL 2/SHEET CII 4 1 SEE DETAIL 2/SHEET CD-3 LIMITS (TYP) ' 1 / o �� RETAIN TELEPHONE POLE TO hE ti o 00 6 l -7 C) PEDESTAL AND POLE N REMOVED �� `� 8 TIE TO EXIST POLE TO BE RETAIN SIGN _ ti CONC JOINT REMOVED �. ti� POLE *5677 U l (BY OTHERS) 20, o ( (BY OTHERS) c 1V SJGN 2BR (BOJ 'V POLE 2BR (BOJ 2BR (BO) V /oz� v v �^ a_i ti ti 030 0o X N Q/ rn I I o ,w r r,, �I C6 CID V) XI TI R/ _ v r~ < — < 2 2 \ �— — — — — ORT RQ,4Lz- < — ` j — — I 1 STI G R/ (APPROX) — — — — — — — — < ^, EXISTI G R/ — < < X N (APPROX� �I L EXISTING R/ S NG EXI I N < < W PE- o `� - m PIPE 020 7 AIPE 0 i — ' PS ✓ v (/) > — B — _ n — — — Nv - O /2' � — — 4` PS— — _ — — — — — p — — ' �-Q�� — — — — — — — ° — —� l5' DR — _ _ _ B„ _ — — — - — — — — — — — — 12' S^Y— - ~ O O - r r� — — — — — I "� — — P U E RE E ^ J G �- cn O * 5-4 /2' LLLj , ,� L� 'P ✓ 12' O �� 20— — — — — — — — — — / I�9—_ —— — _ —� ��� _� _ — -- — ._ �� ��� — �— --20�- — -- — — — — — — — 20— � w 12 — Q O'R PIPE 2 35 R y - - — y - R � — — — N � �x NG R/ (erPPR�OX)— — -- -- — OZ — _ rRc l - —� — — — — I Ln 4' PS — , — _ - - XISxf ( PPROX) y — — — v < < < < < < < < — — — — — — — -�. — —b— — — L E&STI Bly� OXL J \ — — — _ _ PIPE 4 PIPE p41 IP #26 N V l �. - /� Ol U DO __ O O N W — _ 2c 1 B 10'- 1Q"CPP` — — — — — \ = ��' �cPP\ 10'IR IOO R / 0303 I� i I / 1 n! J \ 021 `co— � N _oo -REMOVE 1 � � c.� c� - N � f - � ��=20—N SPECI CUT ITCH — oz 1 L) Jvr SP.F�CI�L�CUT QiTCH�-�- o�SPECIAL LATERAL/' DI1�H �iE� RE�fAIL°iSHET GL�3c) c - ` f .,oZ — — SEE DETA` L 1;S4 CII \ � — �� V SPECIAL,_LATERAL 'V' DITCH SEED it 45HEET CD-3 1 ° 1 Q — _ — \ SEE,;D`ETAIL 21SHEET C-D"`3 - - " — _ — � — J -� --02 C�iL-PALE�'RT3/6 G � � REMOVE CONCRETE ! �1 l I � i ,' _ - � � -� � � � — � � — — J — � I J 10z POLE TO BE I i RETAIN — 1 l REMOVED SIDEWALK AND REPLACE z I c — -----CP&L -POLE ORT3/5— (BY OTHERS) ALONG EXIST R/W rl v SPECIAL CU DITCH / N SPECIAL LATERAL V DITCH SEE DETAIL EET CD-3 \ x RETAIN EXIST ( SEE DETAILHE�T CD-3 0 > Iw SIDEWALK � o — END CON ST I rSQ W _ — -Yl - POT Sto. l +90.29 )VILL AND TIE TO E ISTING � -Yl - POT to 11 +25.00— J — \\ �X,l\\ � 1 J y s� ,1DOCUMENT NOT CONSIDERED FINAL ^ UNLESS ALL SIGNATURES COMPLETED PREPARED IN THE OFFICE oFo PROJECT- OLD AIRPORT ROAD REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY: This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc, shall be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 20 18 ■ NC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Kimley))HornPHONE: (919) 677-2000 © 2018 /o o qo IN�°�`S`'�rE P`'AIv6 WIDENING DO OT USE FOR RW ACQUISITION JOB NUMBER: S-E-T NLM3ER: 0 I� l 800J C-3 154 NAB 83 -- \ I 071 -L- POT Sta. 52+26.39- -Y2- POT Sto.10+00.00 J V ; 0 = 94°05'26.1° r POLE TO I REMOVED Q I (BY OTHERS) o I / -7 ADJUST WATER RETAIN POLE r I I _ VALVE O ,I SP��IAL CUT DITCH/ TELEPHONE � I I I DONS NOT FENCE DISTURB 1 �I SEE G�ETAIL 7iSHEF�T CiD-P PEDESTAL I� SPECIAL LATERAL V ITCH (NOT SURVEYED) / SEE DETA41 EvSHEETJ D-3 i/ TO BE REMOVED PO TO BE 1 POLE 597 (BY OTHERS) ti I \ 1 TO BE REMOVED ADJUST MANHOLE m (B REMOVED J� (BY OTHERS) FLUSH WITH POLE TO BE V U SPECIAL CUT DITCH -� o .,- (BY OTHERS) 1 \ � ( PAVEMENT REMOVED SEE DETAIL 3/SHEET CD-3 _ TX' cal 1 J l r (BY OTHERS)CID 11 � �I oLn vi N N cN cNv N I N i N N �� /_ `n _ ' ti_ 1? 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J Ill \ \ \ � � ✓ z r- I � ��/� /i � � J � I / � � ��/ � � I_ � \ � � � 15 � ` � � _ ✓ -' -- ~ , — -� � �, I < �\I 1 \ o U - ; _ v / J/ t \ ` -L - fC Sto. 87�332.07 - - - r / ✓ -L - PT Sta. 89+37I9 / ry ) 1 — \ 7 �\ \\ / \� ✓ ) / / / J ( ISM 01-1 of Av / (l r ! t 1 / / v � � /j / \ c CD 1 \ zoo\ � r V (t — II `off F ' -L /POT J0'+40.b0 �j '�o 7 � I \ 1 / r / - J / � J � / - S \� \ r ( / I DOCUMENT NOT CONSIDERED FINAL / / UNLESS ALL SIGNATURES COMPLETED 14 PREPARED IN THE OFFICE OFo PROJECT - REV. No.e I REVISION: DATEe DRAWN BY: I CHECKED BY: This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 2018 ■ INC LICENSE #F-0102 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 Kimley))HornPHONE: (919) 677-2000 ©2018 40 OLD AIRPORT ROAD IN�OMPLFrPIJAN6 WIDENING DO NOT USE FOR RW ACQUISITION ILE JOB NUMBER: 0 127 18003 SHEET NUMBER: C-7 1■-MS"1■_ rit LAMM-MMMMiI[m67- BEEEBEEME02 MEMEMEMMME MEMEMEMEME ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■ ■■■■■ 11■L'!■ Ci1Li�iLL' JiL�[ICl ■■■■■■■■■■■■■■■III:yllrlaE■f!'l� 1.:�%f�■■ ■■■■■■■■■■ MEMEMEMEME -------------------------------------------------------- - - --- --- - - - --- -------------------------------------------------------------------------------------- - - - MEMEMEMEME EMEMENNEEN MEMEMEMEME MEMEMEMEME mmmmmmmmmmm NOON■ ■■■■�..� ��:�i.■ w!1��7J■ ■■■■I� \�■■■■ ■■C■� �__�.� ��v�■■ ■■■ ■■ NOON■ ■��■a ��s�� �■■■■ ■■■i: ■■■■■■NEE! w damm ■■■■I ■■■W ■EW53 ■■s i■,l ■■.I■w MENER ■■m I,:o NOON■ NOON■ NOON■_ ■_■.■_■_ ■_■_■_■_■_ ■_■_._ ■_■ w■.■■■■■■■■■■NONE ■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■