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II W \ 1\\\ , \ \ \ z ` 1 \ \ I` I \ I \ / `J \ \ I \ I\ \ \ \I \ \ I \1\ I 1 I \ \ \ Z \ I I \\\\\ \01 \ \\ CON \ 1 — i \\ _Ic q \ \11 D ♦� ` ` 0�� I 1 t.1\.-O M �` ` `\ 1 1 1 1 \ \` \\ 1 1 I I I\ \\ \ \ \ \\ 1 I I I 1 \\ \ I 1 I I I \ \ \\ I \I 1 V I I I I I I \ I I I • \ \ TM I LA D D Gv SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES ♦ WARREN, NJ ♦ BALTIMORE, MD ♦ UPSTATE NEW YORK ♦ SOUTHERN MARYLAND ♦ BOSTON, MA ♦ NORTHERN VIRGINIA ♦ NEW YORK METRO ♦ WASHINGTON, DC ♦ PHILADELPHIAISOUTHERN NJ ♦ CENTRAL VIRGINIA ♦ LEHIGH VALLEY, PA ♦ CHARLOTTE, NC ♦ SOUTHEASTERN, PA ♦ RALEIGH, NC THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANV PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES ©2008 BOHLER ENGINEERING. G v � o m C O n 0 cn 0 9 Z CD 7 y r j I 1 I \ \ \ Z \ I I \\\\\ \01 \ \\ CON \ 1 — i \\ _Ic q \ \11 D ♦� ` ` 0�� I 1 t.1\.-O M �` ` `\ 1 1 1 1 \ \` \\ 1 1 I I I\ \\ \ \ \ \\ 1 I I I 1 \\ \ I 1 I I I \ \ \\ I \I 1 V I I I I I I \ I I I • \ \ TM I LA D D Gv SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES ♦ WARREN, NJ ♦ BALTIMORE, MD ♦ UPSTATE NEW YORK ♦ SOUTHERN MARYLAND ♦ BOSTON, MA ♦ NORTHERN VIRGINIA ♦ NEW YORK METRO ♦ WASHINGTON, DC ♦ PHILADELPHIAISOUTHERN NJ ♦ CENTRAL VIRGINIA ♦ LEHIGH VALLEY, PA ♦ CHARLOTTE, NC ♦ SOUTHEASTERN, PA ♦ RALEIGH, NC THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANV PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES ©2008 BOHLER ENGINEERING. e `d z 0 W m cn v N -j C r r MZz O�� O C Zz� Do0 3 D <� r 00 m DX TI G7 � Dm zv v_ - Z mn nn Dp �D z zm G7 z� v 2 C7 m m m < �mD r -o O p ZO�� ZMM C0 00 �mz�o CD O 0 w 0 m o n m 2 m I z C v m ;0 0 0 1016 ` \\``IIIIIIIII /777,,\ =i:7 0° = = 0 z - U) cNi� e 4 LF q/ '7777711111111��` J. i Z„-p m X � 0 CD m 0 Q� 2 i0 i� 2 m m 0 ms z� Z Z N w-4-4 r n rn o 0 C 0 3 01 0 m 1=4 z D w z z C= m z v z M 0 <Z � O z v G) nr C r v v n 01 G) z m °o ao C-) °n ;2 n Q, G7 O M a 31 m :1. M T � M � o C5 z C-)� c:) = 2 m m Cv Xr m M O w -O mmm oommm tt m ldI a o� c) 1016 ` \\``IIIIIIIII /777,,\ =i:7 0° = = 0 z - U) cNi� e 4 LF q/ '7777711111111��` J. i Z„-p m X � 0 CD m 0 Q� 2 i0 i� 2 m m 0 ms z� Z Z N w-4-4 r n rn o 0 C 0 3 01 0 m 1=4 z D w z z C= m z v z M 0 <Z � O z v G) nr C r v v n 01 G) z m °o ao C-) °n ;2 n Q, G7 O M a 31 m :1. M T � M � o C5 z C-)� c:) = �� mZ Cv \ \l M _ -O mmm oommm m m x z o� c) v z o Z 0 p p �_ < Q O x Z Z m m m cr2T,mmQ T1 M D X y m W'�cnQrn�, -o m cl 0 M c o� G Dv O T o C) m mm jDmm x O <A .vrTl V, r c n A m o D O c0']O z 00D 0 z = -10 z mz o 0 m 0 c) c� v0 SDO° n o r m, m m, -i -i s r< m m "Tnc, D �� m O o n rxn] x N N z mDvm zxH rz M x x D v 0 G) Tn v 0 M z O - -Iz Tn m� O) r �y 93 C) mo m W M o r W Z Z D- z a O G) 2rpcn0 X Om O -,�oZ m n, vOZ0 0 n mmvDO �o � =x{ o n xxrD O z ® 0 *> DO � �� -<0M �p�� Z O ® ld� o o � 0 -4 X ® X cn � < z M 0 � x O z c') v r n r Z r m O fn Z z /u O m D_ O Z n Z D G) r C rn < D r D r I� y p M < Fn D ::E In 7s ncnvn0v D n D 2 w x v r m o O °m mzcm) p W --1 j o z n 0 II N r 3 N) N 0 0 Do_A��- Co m M3)IS .06 - 3dId „9b nUHl „5l 'O'N `H9I31VH w S1H3AmO 3dId 319n00 ONV SAVMHOIH 30 NOISIAIO LN0.11Vl8OdSNV8l d0 1d30 c 310NIS UOd 11VMON3 31MN00 tlNIlOHVO H1HON L W H03 9NIMVHO OHVONVIS HSI19N3 ,, 30 31ViS pp m ENGLISH STANDARD DRAWING FOR STATE OF W " CONCRETE ENDWALL FOR SINGLE NORTH CAROLINA W DEPT. 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OF TRANSPORTATION c o AND DOUBLE PIPE CULVERTS DIVISION OF HIGHWAYS i W 15" THRU 48" PIPE - 90° SKEW RALEIGH, N.C. n w w T z M M m m a z cn = a � � z m p � r T � C CD A x r cn x 2 T Z O _ < M c7 C) v G'3 m M M n r C) T. z 0 x a v z cn z G') z m �o Z m � m C v z v Z 'tn D m C") Cv ') m v z -O mmm oommm m m n r r r o� - m - m m��Z�Z0en 3 Z r = p p �_ < Q O x n Z m m m cr2T,mmQ T1 M D X y m W'�cnQrn�, -o m � 0 0-100 O ? m Q p q n p y r Z ) S Z m n::E0o a Z r zrn�T 0 °n' v3 m In ��SA A D <A .vrTl V, r c n A m o D O r �a KDZm o DO m0 y A A N Mr?�0 M y == m< p� �M 0 -n ) m m N m� r mz Mann C SDO° r t O°R°,c� Om z y D ti - m2 Z ti mm -' X m "Tnc, D �� m - N rn m ti m cnA D c�z0 �W0 yp n S m� r C 2 DOv M M Zm Op lO O - -Iz Tn m r Zcam mZ Z 3: r- W z CA Oc D m N D M 2 D <�- 0 W 2rpcn0 �Z� Om O -,�oZ m n, vOZ0 0 n r C m m Non >-0. M ADZ N < M – n Z M Z O n m 2 zN r cOn m D 2 M m cn r z < C K y O < y O r � D m 0 w rn -n 0 0 2 n 3 C/) 2 m n O w rn A O Lrj N O D Z n 0 O� Z n O �m o° Z 1 p < m vm D z�y� c <m os < °90c0)DDOxym '1 � o 44 A=D,xT, -(�q O -n- °m? �-2o�=�0 kir�Cn zD7 Dz�;O Mm 6->0;0ym ooz��l0m 0 o p x y 0 N v m m y m v A m v Z A � Z� V�Dx mm w oom�m0o -n mn -nmz y oLgQl70,M K)), —cmDO 6� -L� DDz< v-4 m0 v < TI T m r- m nD �A 00 y m Z p N M Z 0 1 Z 'tn N 2 0 Z O Z D r I I (— x D II co m M3)IS .06 -3dId „9b nUHl „51. O'N `H9I31V8 6) N S.MAmO 3dId 319n00 ONV SAVMHDIH 30 NOISIAIO NOIIVIHOdSNVHI d0 'ld]0 c 310NIS UOd 11VMON3 31MNO3 VNIlOHVO HIHON i W H03 9NIMV80 OHVONVIS HSI19N3 30 31ViS o t -- H m i m a 0 I i, z z z ;I 1 -- 1 -- m 1 -- 0 0y y0y 0 m D y ~ y m y I.D. + 12" o> m o N w N% m 7Dkm-- zy m z 1 o A O A O O r m m° m 0 0 c m = c < _ i X i A W W N Iy H A T H O m o 3 o m y N _ = THICK THICK N F m 10'= aH-�•1 Ft -x-15" z 4 y N N N X m D M W X G x�Sm W� N A X m 0 A A N A X X r N < N m N m X = A N < m pp m ENGLISH STANDARD DRAWING FOR STATE OF W " CONCRETE ENDWALL FOR SINGLE NORTH CAROLINA 60 N DEPT. OF TRANSPORTATION c T AND DOUBLE PIPE CULVERTS DIVISION OF HIGHWAYS i W 15" THRU 48" PIPE - 90° SKEW RALEIGH, N.C. 11 I -o D ;u II� r- r� D m III 7 In Oc O �D r- 3: In 0 y rn m Z m rn 2 y 2 D W rn �=DDD C") Cv ') m v z -O mmm oommm m m n r r r m C 2� n<T m - m - yAfnfn0 O m��Z�Z0en 3 Z r = Z n 0 O� Z n O �m o° Z 1 p < m vm D z�y� c <m os < °90c0)DDOxym '1 � o 44 A=D,xT, -(�q O -n- °m? �-2o�=�0 kir�Cn zD7 Dz�;O Mm 6->0;0ym ooz��l0m 0 o p x y 0 N v m m y m v A m v Z A � Z� V�Dx mm w oom�m0o -n mn -nmz y oLgQl70,M K)), —cmDO 6� -L� DDz< v-4 m0 v < TI T m r- m nD �A 00 y m Z p N M Z 0 1 Z 'tn N 2 0 Z O Z D r I I (— x D II co m M3)IS .06 -3dId „9b nUHl „51. O'N `H9I31V8 6) N S.MAmO 3dId 319n00 ONV SAVMHDIH 30 NOISIAIO NOIIVIHOdSNVHI d0 'ld]0 c 310NIS UOd 11VMON3 31MNO3 VNIlOHVO HIHON i W H03 9NIMV80 OHVONVIS HSI19N3 30 31ViS o t -- H m i m a 0 I i, z z z ;I 1 -- 1 -- m 1 -- 0 0y y0y 0 m D y ~ y m y I.D. + 12" o> m o N w N% m 7Dkm-- zy m z 1 o A O A O O r m m° m 0 0 c m = c < _ i X i A W W N Iy H A T H O m o 3 o m y N _ = THICK THICK N F m 10'= aH-�•1 Ft -x-15" z 4 y N N N X m D M W X G x�Sm W� N A X m 0 A A N A X X r N < N m N m X = A N < m pp m ENGLISH STANDARD DRAWING FOR STATE OF W " CONCRETE ENDWALL FOR SINGLE NORTH CAROLINA 60 N DEPT. OF TRANSPORTATION c T AND DOUBLE PIPE CULVERTS DIVISION OF HIGHWAYS i W 15" THRU 48" PIPE - 90° SKEW RALEIGH, N.C. 11 I -o D ;u II� r- r� D m III 7 In Oc O �D r- 3: In 0 y rn m Z m rn 2 y 2 D W rn �=DDD rn nDDOK -Dvn 0 Ornmmm y ti ti ti r O�mcX�vO Z ,� �� Z (] r -O mmm oommm nZmn�DQv C A r n r r r m C 2� n<T m - m - yAfnfn0 O m��Z�Z0en 3 r f Ocn p p �_ < Q O x n Z m m m cr2T,mmQ T1 M D X y m W'�cnQrn�, -o ) r � 0 0-100 O ? m Q p q n p y r Z ) S Z m n::E0o a --,0> A 2 mZC/)M- r zrn�T 0 °n' v3 m ) ��SA A D <A .vrTl V, r c n A m o D O r �a KDZm o DO m0 y A A N Mr?�0 M y == m< p� �M 0 -n ) m m N m� C))SAA mz Mann C SDO° nD D t O°R°,c� Om z y ti - m2 Z ti mm -' X m "Tnc, D �� m - N rn m ti m cnA D c�z0 �W0 yp n S m� r C 2 DOv M M Zm Op W O - -Iz Tn 0 Zcam mZ Z 3: r- W C y W 3'x'0 CA Oc D m N 000 op z 2 D <�- 0 W 2rpcn0 �Z� Om O -,�oZ m n, vOZ0 0 n O m Z p C m m Non >-0. M ADZ N < M – n Z M Z O n m 2 zN r cOn m D y O �� M m cn r y N < C K y O < y O r � D m 0 w rn -n 0 0 2 n 3 C/) 2 m n p m m 2 w rn A Lrj N O D CD C z 7 Q F- co Z n O y 2 2 m �D M < fn A m n O =:I S Z x i D O = N NTl-(,.'ll.lF G) cn cn O cn O r- 4' A A T A rn A 0 w N A n q m p 2 D� 33 M m M (n Az =Z oM r V+ I.D. Go m M3)IS °06 - 3dId „9b n8HI „9L 'O'N `H9I31V8 S.MAln0 3dId 319n00 ONV SAVMHDIH d0 NOISIAIO NOIIVIHOdSNVHl d0 ld3O c 31UNIS a0:J 11VMON3 313H3NO3 VNllo8tl0 HIHON i 30 31ViS t -- o t -- y I z m -4 0 I Z t -- — zz o o \I I 1 -- 1 -- m 1 -- mo O � Am ro _ O N X 0K? D A m �� m i i T Am O M �W > 9 D In D A m mN DDA n yM T O � 0 0-100 O ? m 2 rn N 2 y 1 D = rn rn < 4''Y�'� n N z m 2 N iW O O A T A rn A 0 w N A n q m p 2 D� 33 M m M (n Az =Z oM r V+ I.D. Go m M3)IS °06 - 3dId „9b n8HI „9L 'O'N `H9I31V8 S.MAln0 3dId 319n00 ONV SAVMHDIH d0 NOISIAIO NOIIVIHOdSNVHl d0 ld3O c 31UNIS a0:J 11VMON3 313H3NO3 VNllo8tl0 HIHON i 30 31ViS t -- o t -- y I z m -4 0 I Z t -- — zz o o \I I 1 -- 1 -- m 1 -- mo O � Am ro _ i c m o 9 m y a m ms z o m r O y< s m m i i T Am O O O C K > 9 D In m A m W y v v m m N A O � 0 0-100 O ? m �z Z0 mm Z Z r1 mvN D n N C) Z � N zzzo 4''Y�'� n N z m -D M p N iW O O m A A N % = y m G N m m N m� W m N x < m ___ Ell A W X m m m w N - N m c�z0 C) z - n K K K ODzzn W O - -Iz Tn xo pOAD x�� n W A V A N x < N m N X < m o p0 m� oa MO H F°T< a.9.0 M D m_ /� z O m w_ r y 3„ T \ = 10 T m O y m D D � O D v✓ m x r 0 2 ppm ENGLISH STANDARD DRAWING FOR STATE OF CONCRETE ENDWALL FOR SINGLE NORTH CAROLINA CID DEPT. OF TRANSPORTATION c o AND DOUBLE PIPE CULVERTS DIVISION OF HIGHWAYS i W 15" THRU 48" PIPE - 90° SKEW RALEIGH, N.C. 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ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES ©2008 BOHLER ENGINEERING. x n n z z m c A M o N cn n < n O v CD O Z W 0-11 D�,rin�A cn 0, W m c�z0 C) z - n K K K ODzzn Dm O - -Iz Tn m pOAD x�� n 2 D p n D E T n K K y rZr, > A z> w r 2 D Z { Q,�, 2rpcn0 pm O -,�oZ C > >-0. M T Om0.-q0 m-m - O n i Dw DZ m zN r y O �� M � r n K D _ n m 0 -n 0 0 2 n 3 C/) 2 m p m m 2 w rn A Lrj N O � CD m 7 Q F- co Z m O y �A mm m �D 7 < fn A m n A ti =:I S Z i D y W cr" N y 7 N r r A Gn T � 3 D Q °-° m D r m A r TM I LA D D � IR�NGv SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES ♦ WARREN, NJ ♦ BALTIMORE, MD ♦ UPSTATE NEW YORK ♦ SOUTHERN MARYLAND ♦ BOSTON, MA ♦ NORTHERN VIRGINIA ♦ NEW YORK METRO ♦ WASHINGTON, DC ♦ PHILADELPHIAISOUTHERN NJ ♦ CENTRAL VIRGINIA ♦ LEHIGH VALLEY, PA ♦ CHARLOTTE, NC ♦ SOUTHEASTERN, PA ♦ RALEIGH, NC THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. 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O DZ Z M � z �.v p i S Z 0 7 J T �m ::E n M D 3 cn M y n 560 to n O 3:22 Qz� z A i o 7 rOz cn j v 3Q c Dm n N Z C i cn °o m D A 7 ti z� D z N v 3 = Z- D M M v z n 2 m p D i A v -v n D 2 m A Z DZ mZ . oo A cn O °O0 m � y 2 M TM I LA D D � IR�NGv SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES ♦ WARREN, NJ ♦ BALTIMORE, MD ♦ UPSTATE NEW YORK ♦ SOUTHERN MARYLAND ♦ BOSTON, MA ♦ NORTHERN VIRGINIA ♦ NEW YORK METRO ♦ WASHINGTON, DC ♦ PHILADELPHIAISOUTHERN NJ ♦ CENTRAL VIRGINIA ♦ LEHIGH VALLEY, PA ♦ CHARLOTTE, NC ♦ SOUTHEASTERN, PA ♦ RALEIGH, NC THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES ©2008 BOHLER ENGINEERING.