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HomeMy WebLinkAbout20200941 Ver 1_Environmental IMPACTS 07162020_202007211 3 0 Ln 0 u 4A. [01 E r �' 1�Aelwi�a i 110 E THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR �j COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �I ©COPYRIGHT 2019 e.a : � Y s z N r O v uASTINGS OR [SHEET 2__ LS H EE T 3 PROPOSED 12" GRAVITY SEWER 1\ �1 Sheet 16 1 ■ 1 FUTURE ROAD\ A cp I I / / / PROPOSED 12" GRAVITY SEWER I I I `/ I'll / Ak Imomm ra% am=N Immiiiiiiiiiiiin _ amms N N -(1 I I V J N I O I r SNP � I SHEET 5 SHE T 12 / L J PROPOSED ROAD II \ I I I = I I Jw- m I I rn I I 1�1 I .-Imp CA I W � I � L — EET 141 I j L SHEET 15J — — — — ..r.. '. F 4'�r •a JR � %• 1• F° ! Y; 1. �, HY L=y , rti t• � R` ;..� .• i .� .rye 7 STREAM IMPACTS WETLAND IMPACTS PONDS TO BE SHEET N0. TEMPORARY (LF) PERMANENT (LF) TEMPORARY (SF) PERMANENT (SF) DRAINED (AC.) 1 30 - - - - 2 - - 506 - - 3 - - 177 - - 4 30 - 10 + 256 - - 5 - - 423 - - 6 30 - 50 - - 7 118 73 - - - 8 30 - - - - 9 130 71 - - - 10 30 - - - - 11 - - - 596 - 12 - - 5 + 314 - - 13 30 - 53 - - 14 43 89 - - - 15 - - - - 0.60 + 0.53 16 - - - 3,052 TOTAL 471 LF 233 LF 1,794 SF 3,648 SF 1.13 AC. 0 ii 2" SCALE 1"=300' 1 ALBEMARLE NORTH CAROLINA ACer, A�', Card.co w Q 0 z 0 LL tY U U w 0 Y w Q 0 Z O H d tY U w 0 Y � CO I- Q O w z .. m O O � U Z U � w l rn I m 0 0 O I a� o 0 a E ui � m <z�� � I W Y rn U •� � M � z I W o J } m Da I 0 LL W J Z � m H U � O cn 0 •rn z 0 � m •rn H Z p w N v � d Q cn Q a �o U Z m rn w =_ � `m o o •y z� r �. J�� O � 00 N Q Q N 0 = w z z • \\\II III/,// O oFEssio• 6 = GINE�.•;�. � 0co � � Zz W U T o a N o WH U =ao Jw NW �� �> 0 EO Z� and ow z0 ww zo LLI �> a0 o aW �a SHEET NUMBER lu 2 3 1 2 3 5 U s�aM 0 �008 p va//� aa� Ss SS SS SS C _S5 IV n E THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 I _ i / AVI SED S i PROPOSED SEWER 30 LF TEMPORARY 12 GR ` I IMPACT � I 111 � I I / •/ PROPOSED 12" GRAVITY SEWER— IS6I _—__- 55 �s 56 All 0. 01 0 / co ..� z�l m" z / j• 000 l LEGEND I Existing Wetland 1 \ 1 Temporary Stream Impact I \ 1 • \ Permanent Stream Impact / Temporary Wetland Impact ' 0 1" 2" •••..�•• Permanent Wetland Impact • •�•• \ �\-oor SCALE 1 "=20' —0 50 47 46; 46 ( 45 r..r.Td n-r,n l inn 1irn 2+00 70 O 0�0 ��N L �00 N Z LO (D 000�� 06 0 H — > w �z Q ate» — 0 :2coE EXISTING GRADE I / 148.65' of 12" D Ctile Iron @ 0.50% GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) 45 —0+50 65 55 50 2+00 X C h 0w E ALBEMARLE NORTH CAROLINA ,[ Lu Q 0 z 0 o_ U U) Lu 0 Y O N M < 00 O w Q 0 z 0 0 U) Lu 0 Y (N I") U7) O Q O w z z oz m O U z r- I Q U =3 U uj I OD rn o 0 0 ao � I U 0 E ui m ED z OJ I w z 0 rn � d I Lu 00 m J J m 0 LL 0 U � z m H U) ~O 0 (n Lu z 0-0 m V)0 H z 0 Li U) (A 0 a- Q cn Q Q � r Lu v U LL z v m rn Lu _ m` o W 0� o E Z m r J C:)i Na QC0 00 0 = ._ Luz z O U W Q W J i LL d O=Q }mow UOmIt 'C V Q 212F \ �N CA,, //. .. .. Oz 0 oFESs�o = 6 = GINE�.•;�. � Li JI SM�\\`�� N FLLI (9 I--Z z C/) ~ W J U t� IY � a w o C-)a� �00 zz 1 o �o Q N W O N H IL Z0 W Lu J Lu WE O Z 2 � 0 �Lu w0- m F co Q Z Lu aw SHEET NUMBER 1 VT JV 3 I TVV I TJV U C IV n THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 3 \ \ \ \ \ \ \ \ \\ \ ` \ \\ \ \ \ \ o�0, \\ \ 1 \ OS \ \ \ 1 \ \ ` 000 + + + O I \\\ +} 'rl / 1 ++ / 1 + \ \ \ + a ` �\ 506 SF TEMPORARY / 1 + �+ \\ `� \\\ \\ IMPACT +}+++}y ` + + O \ 0 NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX 5 pROp OSF� GRq � 1 \ \ \ \ \\ \ \ gpph;OX�• rpp of ST eg41 LEGEND k Existing Wetland - Temporary Stream Impact - Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact 1" 2" ,30 SCALE 1"=20' X C h 0w E ALBEMARLE NORTH CAROLINA ,[ w Q 0 z O a U U) Lu 0 Y O N M Dp O w Q 0 z 0 o_ Of 0 co Lu 0 Y Of Q O w z z oz m O U z r- I Q U � U I o I O O O a 0 m I 0 a E ui rn H m Q > Z Iii C: o� O� w zol U d w m J r- Lu J m 0 LL 0 U w Z U m H U) ~O 0 Lu 0> >z m 0 N .N H z O J fn Lu U)W N z 00 0-0 U) 0_ Q cn Q a �o W 0 LL z m rn Lu _ ° `m o o r J C:)•Q� Q a Q0N 0 C w ZZ O = U W Q W J i u- G� O=Q = } 0� W UOmIt 'C v Q 21% CAA?O�. p oFESS/, .Q S 6 = ox �GINE� •;�. � ` HZ z C/) ~ W J U t� f o a w o a �00 Lu 1 z_z �o Qo N W d O N 0 N m Z W LIJ JIY WEO z= � 0 �Lu Wa m H co Q Z Lu aw SHEET NUMBER K 1 2 3 1 0 5 U C IV In E THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 \\ \\\\\ \ \ o� \�9 \ \ \ \\ •� \ \ \ \ \ \ \ \ Mark Hall Deed Book 1399, Book 670 ++ \ \ \ + + \ \ \ • \ \ \., ++\�` \ \\\\ \ 177 SF TEMPORARY •� J \ \\ ) / �_ _ \ IMPACT Gus Schad Deed Book 834, Page 491 FA \ � I I Mark Hall Deed Book 1399, Book 670 NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX LEGEND k Existing Wetland - Temporary Stream Impact - Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact Gus Schad Deed Book 834, Pag 1 0 111 2" SCALE V =20' X C sm ALBEMARLE NORTH CAROLINA ,[ LU Q 0 z 0 a_ of U U) LU 0 Y O N M of Op O LU Q 0 z 0 o_ of 0 U) LU 0 Y of Q 0 w z z oz m O O 0 U z I Q 0 U of LU 1 01 I 0 O O a 0 I U 0 a E ui rn ED LU z OJ 1 w z U rn d 2 I LU 0 m J LU J m 0 LL 0 LU U � Z U m H U) 0 0 U)z 0 ED H Z O LU N 0 (A 0 Q cn Q a �o LU U LL Z m rn LLI r =_ `m o o zE r J� C:)•i NQ Q0 N 0 C w z z �_ 0 U W Q LU i LL_ G� O=Q = } 0� W m UpIt s Q 212F �•��\ �N CAA?94 . O FEssio � .. 0 6 = GINe . Li JI H Z z C/) ~ W J U v� �� a wo a� �00 LU 1 O z �o Q _ N W O N 0 H M m ILZ W LLJ J LU WE O Z 2 � �o 0 wa m F Q Z LU aw SHEET NUMBER 3 1 2 3 w U C i n E > 5 I 1 2 / \ 10 SF TEMPORARY IMPACT - — -------- PROPOSED 12" GRAVITY - SEWER / ��•• + + + + ++ %x *�+%+* AIq+* + +%++ *x+* +++* +%x IL l .00 14 x + % + ,c % It 14 % + THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 49! 491 48! 481 47! _ -% 3 / / / / / / / / 30 LF TEMPORARY ' \ IMPACT I\ I \ I\ I \� 10.00 OFFSET / . IL -- �— I 1 -SOP OF /oo(REPM 11 5 I � II I /� ril 1 � 02 \ I ALBEMARLE I NORTH CAROLINA \ \ I I i, A' Card. dppo.•&«i, \ \ /-- / / / wER 256 SF TEMPORARY IMPACT 76 Y. %%�* *% + %% %*%*%% * x 14 IL % %+ % IL % * * % x * x % % IL 14 x * x x 14 * x %* It %%%*x%%%%* %%%IL * %%%*%** %x%%%**%* 14 *%*x*%%****x14 'AIL%%%**x* *% IL% * IL% * * x * * * x x*%** Q I NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX l S 50 24 00 24 50 15 00 15 50 Lb 00 Lb 51 o rn ono ItIt0000 N+DO��LO H Iioo0 aN�zz0 �LO6r, +6 I 't Go 0 N Z :2 V) z z EXISTING GRADE Iron @ 0.507. 7/ � 7// 12 //7/- .06' of 12" Ductile 7 7/7 77// GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) 3+50 24+00 24+50 25+00 25+50 26100 26151 -95 •o -85 M 75 LEGEND k k Existing Wetland — Temporary Stream Impact — Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact X C W Q 0 z O o_ 0 U) W 0 Y O N M Op O W Q 0 z O o_ 0 U) W 0 Y < Q O w z z oZ m O U Z r- I Q U T � U of I OD rn I 0— O a 0 6 I U O d E w m C:z 0 OJ 1 z w rn 0 rn � I W 00 m J J m 0 LL Lu 0 U � z m H U) ~O 0 cn z 0 E m H z O w N 00 U) 0- Q cn Q Q � N p r � W U LL Z v m rn W _ `m o W � o i Z r J O E Na 00 Q =C0 Z •_ Lu Z O U Lu Q W J i LL U) d O=Q }mow UOm It Q 'C 212F V Hzz C/) ~ W J U t� � o 0- w o a �00 z_z 1 o Qo NW OC-4 0 m ILZ W LIJ J Lu WE O Z 2 � 0 �Lu wa m F 120 Q Z Lu aw SHEET NUMBER S1 1 w us 3 4 5 + + + + + + + + + + + + + -r- ... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + \ + + + + + + + + + + + + + + + + + + + + + + + + + / +�+ + + + + + + + + + + + + + + + + + + + + + + + —'—�+ + + \+ o + ++++++++++++++.�+++++++++++++++\++++++++++++++++++++++++++ +++++.. / / / + + +�+T+ + + + + �� + + + + + + + + + +�+ + + + + + + + + + + + + + �� /�• ///// / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t T + / / / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / 00 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / / / + + + + + + + + + + + + + + + + + + + + + + + + + + //// / 1-1 / ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ / •% + + + + + + + + + + + + + + + + + + + + + + + + + + + + %� 000< + + + + + + + + + + + + + + + + + + + + + + + + + + M + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + RAP O�r'O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + p%oo/• + + + + + + + + + + + + + + + + + + + + + + + + + + + + PQQR + + + + + + + + + + + + + + + + + + + + + + + + + + •/• + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +-- *- T + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + + + + + + + + + + /• ./000 oo oo/ oo IZ C // / oo/ oo/ 000 Ile 000/ 000 / / + i + ++ / // / / / / / // / / / / / —• / / / \\_ / /_ _ — — I423 SF MPACT / ..� // / / // / // i i i /••� no / —�'� / // go ( ............. + + ++ + + ++ °e . / NL e�°°�/// /•/ � / oo /000 NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE LEGEND / / / \ / / / / / RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND ( o/ /, ! / \\ // / // // // // SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX k k Existing Wetland Temporary Stream Impact Permanent Stream Impact Temporary Wetland Impact 000 / 1 o ill 2„ �0000, / Permanent Wetland Impact THIS DRAWING IS AN INSTRUMENT O ERVICE AND SHALL REMAIN THE RN OF CHAMBERS ENGINEERING, PA RET G ALL COMMON LAW, STATUTO OTHER RESERVED c RIGHTS INCLUDING THE COPYRI ERETO. THIS DRAWING S BE REPRODUCED OR COPIED IN WHOLE OR PART UN ERWISE PROVIDED FO RITING. SCALE V =20' — 2 3 / 11 C ALBEMARLE NORTH CAROLINA ,[ w Q 0 z O o_ 0 U) w 0 Y O N M Go O w Q 0 z 0 o_ 0 U) w 0 Y Q O w z z 0 m O U z r- I < Q U U Lu 1 0+ OI 0 a o U-)0 1 U 0 d E ui Q1 Q m ° c o� z 0 1 w zol U d w m J r- W J m 0 LL Lu 0 U � Z m H U) O LU) u 0 z 0 E m z 0 N N m -`0 U m d Q cn Q a �o W 0 LL z m rn Lu _ `m o o r J O Q �a Q0 N 0 c L u Z 0 = � �' m o=Q }mow E Upm s V Q 21% CAIyC���. p 0FESs�0 = 6 = GINE� �. rraw ■ Fz Q C/) ~ W J U u� �o a wo a� �00 z_z o Qo N W �d O N LO W H o00wz ZO 2w Z = 0� aLQa Q W > mFQ co Z w aw SHEET NUMBER 5 is a= I � � . I I I � II I I I / I I / I i / I I � IL IL I / \ APPROX. STREAM / 30 LF TEMPORARY IMPACT / / C / / / / 10+50 11 +00 51 511 50 50( PROPOSED 12" GRAVITY SEWER 1,] i nn 5 EXISTING STORM DRAIN / 1 50 SF TEMPORARY IMPACT \ J v / / / / / / / NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION AND SHALL BE REPLANTED WITH A NATIVE WETLAND SEED MIX X; it \ 1,)i r-n 1 Z i r%n 13 50 15 rn C0 o 00 O + N ~ D Z O \ > > / �a_ZZ m v)o N 6 rn EXISTING + GRADE Imo m � Z O >> :2CnE 35 PVC, 80' DIP @ 1.28% IL�L OF 12, 90.72' SD 170.72' (TOTAL) GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1 "=20'(HORZ.) 1 "=2'(VERT.) AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THIS DRAWL yF� ��qq RVFp RIGHTSCHAMBEI�NCLUUDINGIIHE�OIYRCHTNTHERETO. THIS DRAWING SHALL NOT BEOREPRODUCED O4+00 COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 1 MIR 95 13+50 J \ 1 / / /* t + + t tt t tt t t — t \ \ LEGEND k k Existing Wetland — Temporary Stream Impact — Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact \ / SC 0' �1 ALBEMARLE NORTH CAROLINA A(,, Y`r , Card. Lu Q 0 z O o_ U U Lu 0 Y O N M 't < Op O Lu Q 0 z O H a U U) LLI 0 Y < Q O w z z oz m O O 0 U z I Q U U 1- I OD o I om 0 0 ao I CIJ yi 0 0L E ui Q1 m 0 ° c z OJ 1 w z U rn d 2 � I Lu 00 J _ J m 0 LL 0 Lu Lu U 0 z m H U O cn 0 z 0 m H z O LLI N m -`0 U m d Q cn Q Q � N p r � W 0 LL z v m rn W _ o W 0`m o E i Z r J O 00 Na Q� 00 = Z •_ Lu Z 00 U W Q W J i �U)T LL d < Upm s V Q 21% �•��\ �N CAl�C���. p .�FESS/0 6 = GINE�• �. OC N H Z z U) ~ W J U t� Tf o a w o a� �� zz 1 �o QO N W O N � and Z0 W Lu J W T- O Z 2 � 0 �Lu Wa m F 120 Q Z Lu aw SHEET NUMBER Irsi•1•� Ili1.l.J 5 .0 ---527---- --526---- 525 524— — 523- �\5�2—_ 2 3 4 5 525 \ \\ �-- _��' ��i �/ // // // // / / / / / / l I `�/ -- --524--- --_ — ' — — / / \ 15 Al 525\S3 \�_---- — — I — /���� /i 528__ 2� — — — — / / / / Y , N /� l , \ _--- ---527-- \�\ \ �\ \---------------- --- // // ry \s� � jai /// \531 ---- —528- \ \� —�� \ --------------- i �i TEMPORARY DIVERSION SWALE INSET �� \ \\�\ 53p SCALE 1"=40'—'529------------- 528------ —— — — — — — — — — — — —525 527--— — — — — — — — — — ---- 42 LF TEMPORARY IMPACT. 6` SLOPE MATTING TO BE INSTALLED /�• / i / /� /' ALONG STREAM BANKS IN // • / / \ / j / / .i /// / / ' TEMPORARY IMPACT AREASHW _20 i INV: 520.86� — / l ♦ ��i //j j / ----526------------------� / \� � - — APRON A-10. 10 LF OF 12' THICK \\525— COUNTERSUNK � � � \ \\ RIP —RAP ALONG THE \\ ------ STREAMBED. TO BE INSTALLED \ \� — — _ \ FLUSH WITH EXISTING STREAMBED.— \\ HW A-20 _—_�_----�— — INV:520.86 -- —� ---- \ APPROX.STR M \ — — — — — — — PROPOSED 2"- - \ 42 LF TEMPORARY IMPACT. — ' - L _ r — — J M / / / / 73 LF PERMANENT 76 LF TEMPORARY IMPACT, REF. s — _ —525 \\ \\ \ = r — / M TEMPORARY DIVERSION INSET. SLOPE HW A-19 SLOPE MATTING TO BE INSTALLED _ / / / / / IMPACT -5 6 — — — \ ALONG STREAM BANKS IN _ — — ' �\ — APRON A-10. 10 LF OF 12" THICK / z MATTING TO BE INSTALLED ALONG STREAM INV:519.89 --� \ \\�\ _ TEMPORARY IMPACT AREAS \\ COUNTERSUNK RIP —RAP ALONG THE / / / / z "` `^ / _ BANKS IN TEMPORARY IMPACT AREAS — _ \ \\\\ ��_ — — ` \ / STREAMBED. TO BE INSTALLED / / / i� / �/ HW A-19 _ — — 73 LF PERMANENT MPACT 528 \�� \ = \\ \� — — — —S �� FLUSH WITH EXISTING STREAMBED. /1 / / INV: 519.89 - 529---- ��\N�_��� \\� \ \ \J LEGEND —530 \\ \ k k Existing Wetland / / / / / / / / / TEMPORARY LF TEMPORARY IMPACT, REF. / TEMPORARY DIVERSION INSET. SLOPE Temporary Stream Impact ,/ // / / / / / MATTING TO BE INSTALLED ALONG STREAM 0 BANKS IN TEMPORARY IMPACT AREAS — — 532— \ Permanent Stream Impact 000 Temporary Wetland Impact 0 1" 2" Permanent Wetland Impact // / / / , �• / �/ I I X I / / I I / / / / �/ / i 0 1" 2» i /� / �\\ \\ \\ \\` \ SCALE 1 "=40'/.///'•) I// // / / / i SC - a�nn —0 50 54 53° 53( 52' 52( 51( 4+00 40 PROPOSED ROADWAY 2 _ PR POSED 54" RCP EXISTING STREAM PROFILE - — / - ROADWAY STREAM CROSSING — PROFILE SCALE: 1"=40'(HORZ.) 1"=4'(VERT.) 50 —0+50 VTVV — THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 ©COPYRIGHT 2019 - 1 VTJV ITVV ITJV LTVV LTJV JTVV JTJV i35 i30 i25 i20 lEl 05 4+00 6+50 55 54' 54( 53' 53( 52' 52( 51; -7�nn -7�rn 8+50 9+00 9+50 10 00 10 50 11+00 11+50 50 % PROPOSED ROADWAY EXISTING GROUND PROFILE 2 — PROPOSED 54" RCP ROADWAY STREAM CROSSING — CROSS SECTION 1 "=40'(HORZ.) 1 "=4'(VERT.) SCALE: 51 6+50 i45 340 335 i30 325 i20 515 "' 1 � E ALBEMARLE NORTH CAROLINA Water. A'i ' Law w Q 0 z 0 a_ U U w 0 Y O N M < Op O w Q 0 z 0 a_ U U Lu 0 Y < Q o w z z m O zz U Z r- ~ U of w 1 0) I 0 O O a o U5 I (714 O a E ui m Z Lu 5 c O 1 w D) Urn } a '2 z I wo^ J m m 0 ILL J 0 U UJ Z m H U 0 O U z m H OZ w N a_Q UQ Q � N p r � Lu U LL Z m rn L.I.-I = o W 0 •y of r J� p NQ 00 QC0 00 0 = w ZZ 0 = U W Q W J i LL G� O=� }mow UOm s V It Q 21% � N Lu 13 I--Z Z ~ W J U u T- o a w G a� �� 1 ZZ �o QO N W O N IL Z0 W Lu J Lu WE O Z 2 0- 0 p w m H co Q Z Lu aw SHEET NUMBER 2 /TVV /TJV (-ITVV (-ITJV .7TVV .ITJV I VTVV I VTJV I ITVV is 1n 2 3 4 5 525 \\ \\ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ 93 \ \ I / / o \ \ \ l A/ s THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 ©COPYRIGHT 2019 - 1 ' l 111 ill—1--�/ -----\\ \\ \\ \\ � \\ \ \• \ \ \\ \\ \\ \\ \\\ \\\ IN � 1 —529— J \ \ \\ \\ \\ \\\ S \ \IMPACT TEMPORARY 530 I 1 LEGEND I I III I , --531— \ I / \ 1 — — \ — \ \ `\ k k Existing Wetland I III I I \ I \ I I \\ \ \ \ Temporary Stream Impact Permanent Stream Impact p � `\ , I III \ I I \ , I n \ I �\ \ \ �•• \ \ \ �'0/'0 \ Temporary Wetland Impact po°�� I i I I I I \ \ I / _ _ \\ I / 1/ 1 \ oFFs \ \ .,.•,�•• \ �Rq t,,ry \ \ \ Permanent Wetland Impact —532\ \ ll/ /l \ �--���\ \\✓%jam--- •�••• P=•STREAM \ l S \ \ '- I III I I \� I � \\ I / \\ ,_--__ `\ \-� — ••• •�•L.../ \ `\\ \\\ I I + + + + + + + + + + + + + + + + 7+50 8+00 8+50 9+00 9+50 10 00 10 50 11+11 00 11+11 50 53 30 52. 52( 51' J O � / O O W c2 of � � of Nr. O Qf<�» If N00000D0F V) V) Z + Lr)z0 V) z z EXISTING GRADE i 1.57% puctile Iron 76."0' GRAVITY SEWER STREAM CROSSING PROFILE 1"=20'(HORZ.) 1"=2'(VERT.) SCALE: 51 7+50 Ot uu Ot:)U ytuu yt:)u I ut uu I U-r Ju I I tuu i25 i20 i15 10 11 +50 1" &ALE 1"=26' Al C ►AM ■ "' 1 � BE ALBEMARLE NORTH CAROLINA Wa(er. 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SLOPE / MATTING TO BE INSTALLED ALONG STREAM /y BANKS IN TEMPORARY IMPACT AREAS \ L / -0 50 0+00 56 56 ( 55' 55( 54' 54( 53! r.�t. rw.T. 3 4 5 J— _—' �� ��� / / / / /' �/ ��\ __— �•• \ `\ \ \ '/ I III ,'I I � ����/' �/� _ ----- rk � �/I —' � / /' ' \ � - `' •�TRF�M � � \� � I III I I ��6 � � — — — — — It It " 3 1 71 LF PERMANENT — — —+%`�+ + \ I / / \ \ \ \ \ \ \ `~ -54, APRON A-8. 10 LF OF 12" THICK r IMPACT — \ / *;*`*`*` I / / / / \ \ \ \ �,� ~• COUNTERSUNK RIP -RAP ALONG THE « \ss2\ \ \�S^s SR 544- , STREAMBED. TO BE INSTALLED HW A-15 ^� `` * ***++++ *+*+ + ++ I I ' I I \ \ \ -cs� 01 Q \�\� Q6, \ S FLUSH WITH EXISTING STREAMBED. INV:543.50 \ �._.. + I 70 LF TEMPORARY IMPACT, REF. - TEMPORARY DIVERSION INSET. SLOPE \ I I MATTING TO BE INSTALLED ALONG STREAM BANKS IN TEMPORARY IMPACT AREAS I I I I I \ •��•� ( �\ 1 ` 1 \ 1 \ \ \ \ I �J \ •••` \ 1 \ \ \\ - - - - I \f 1 \ \ \ \ 2 , �5.47' of 60" RCP @ 0.61 2 I 65.47' of 60" RCP @ 0.61%HW \\•• ��',Q� 1 \ 1\ \\ \\\\ \ \ \ \ \ \ \\ \ \ \ \\ \` _ \ INV:! \ ss �� ss 70 LF TEMPORARY IMPACT -{ •••�`\ \ \ \ \ \ \ \ \ s s ALP `� r' ' TEMPORARY DIVERSION INSET. \••�\ \ \ \ \ \ \ 0 6n 'sip sL rn \ \ \ \ \ MATTING TO BE INSTALLED ALONG S' 6,N - \ \ \ \ \ \ BANKS IN TEMPORARY IMPACT I _ _ \ 1 I //' �$�� \\\•��� s' s\\\\\\ \ LEGEND I 1 -`' � \ \ \ •yam\ \ \ \ \ \ \ Existing Wetland Temporary Stream Impact \ I I Permanent Stream Impact Temporary Wetland Impact \ Permanent Wetland Impact \ \ SCALE 1 "=40 1 ir-.n Oinn O) C7n Zinn ZiC7n 4+00 65 PROPOSED ROADWAY 2 - ROPOSED 60" RCP EXISTING STREAM — PROFILE ROADWAY STREAM CROSSING — PROFILE SCALE: 1"=40'(HORZ.) 1"=4'(VERT.) 3 53 ° -0+50 W U O 2 — THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 © COPYRIGHT 2019 - 1 VTVV VTJV ITVV ITJV LTVV LT JV 2 JTVV JTJV .e 65 60 45 40 i35 30 4+00 [ 57! 57( 56! 56( 55! 55( 54! 54( 53' /<jj / 00 s) �cS 60 LF TEMPORARY IMPACT, REF. TEMPORARY DIVERSION INSET. SLOPE MATTING TO BE INSTALLED ALONG STREAM I / BANKS IN TEMPORARY IMPACT AREASHW ✓ / / %� 5. I \ NV: 543.610 ` // // i56tk I 1 LF PERMANENTIMP \\ \ \ REF. \ ;EAS Do *y f + +++ \ / \\\ ;•:�.�+«+ + \ \ \ \ \ \ \ \ \ SCALE 1 "=40' / UU 4/ 5U 4b UU 4b 5U 49 UU 49 5U 5U UU 5U 5U 51+UU 51+5U 52 U \ PROPOSED / ROADWAY / GROUND PROFILE OFILE 2 - PROPOSED 60" RCP ROADWAY STREAM CROSSING — CROSS SECTION 1 "=40'(HORZ.) 1 "=4'(VERT.) SCALE: 7+00 47+50 48+00 48+50 49 00 49 50 50 00 50 50 51+00 51+50 52 0 5 575 570 565 555 550 545 540 535 2" am ALBEMARLE NORTH CAROLINA ,[ w Q 0 z 0 H a_ 0 U) w 0 Y O N M Go O w Q 0 z 0 a_ 0 U) w 0 Y Q 0 w z z oz m O Cn U z r- I LA U w l rn I 0 0 0 a o 0i U) 01 U O a E ui � m I. Lu z 0 1 w rn 0 z I w o^ J m m 0 ILL J 0Lu U UJ z m L: U) I_ o cn 0 z 0 m z p LuN rn v U) rn d Q cn Q Q � N p r � Lu U LL Z m rn L.I..I 0 = o W •y of r J� p Na QCO 00 0 = Zr) ._ Lu z U Ld Lu Q W J i LL G) O=< J2 }mow m M UOIt s V Q 212F ��\IIIII 0�N CAA?O���/ O FEss/o \ �.. o 4z S = 6 = GINE�••;�. � LI N 1Lu H Z Z C/) ~ W J U t� ry o a wo a� �00 z_z 1 o Qo N W O N and Z0 W Lu J W� O Z 2 � 0 �Lu wa m F co Q Z Lu aw SHEET NUMBER 9 1 is 1901 K 110 2 / 3 4 5 1 l I I 1 1 I I I I I \ \ \ \ I 1 1 III 1 1 I I I I\ \ I \ I I ///.. A, of • • APp //// I // pox. sT I \ \ \\\\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ oo 9 LF TEMPORARY IMPACT / '•//�\ CY — — — - THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 © COPYRIGHT 2019 - 1 7+00 54 53! 531 52! -7.r-n o.nn LEGEND Existing Wetland .\\. / �`V / \ \ I 1 / / / / / / / / / / / Temporary Stream Impact Q / / \ / I I I / / / / / / / / / / / / / / / / Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact _ 0 1" (I / —SCALD *'�20' 8+50 9+00 9+50 10 00 10 50 11 +00 40 N / � C,4 O /+ M D O � Z 0 CO / v 0 I� oLC) w N 6 N 9f O 't N L DO / I- H Ln 0 / > > / EXISTING GRADE / / / 12" uctile Iron 95.79, of � GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) 52 7+100 UT VV UT.JV .7TVV .7 T.JV I VT VV I VT..JV 05 i30 i25 20 11 +00 O1 "' 1 � BE ALBEMARLE NORTH CAROLINA ,[ W Q 0 z 0 o_ U U) W 0 Y O N Op O 2 W Q 0 z 0 o_ 0 U) LLI 0 Y Q O w z z oZ m O U Z r- I Q U =3 U - I rn I om 0 0 aOD U) 0I U O d E w m m ° c z OJ 1 z w U vl 0_ 2 I W O m J W J m 0 LL 0 U UJ Z m H ~O 0 Lu z 0-0 E m H z 0 LLI N 00 U) 0_ Q cn Q Q � r W U LL Z v m rn W _ `m o W 0� i o Z r J O 00 Na Q� 00 0 = Z •_ Lu O Z U W Q W J i LL d O=Q }mow UOmIt s V Q 212F �•���N CAA?94 . 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THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 1 2 rF) 3 + + + + + ++++++ + �1\I \ I►III + \\ I + + + i � +++++ + + + + + + + I II ++ + + + + + + + + 5 SF TEMPORARY I I I I = I I 11 IMPACT + + + + + +++ + I I I I I I + + +++ + + + + ++ �I1� 1\III II III + \ \ \ \ \1 I I III I I I +++ \\ 1\ \ I I I I I I M l i i II I�\�\II� III \ II II III •I III\I I�� I I / / + + /+ I I +++I IIII +++++ + + I IIII I `\I I + + I I ++ + I (\ \ 1\ \ 1 1 1 I\\ \ \\ I I I I I II\\ \ 1 1\1 1 I I II I III \\ 1 111 1\ I I I 11 II I 111 //•/ /, II I I I I I� I 1 1 y jjll II�IIj 11 I I I 1 ,� II1111, III I I , III I 111�11 IIII Ilil I II I � I / I I � I I / I II II IIII I I I I I I I I \I I I I I I III I I I I III I I I I \I \I I I I I I IN I I I I I I I I�1 I I I I 1 I I 1 I I 11 111 1 I I 111 \II I\ `I I II I \ I I I\ \ 1 I 1 \ r \I \ ,► I,I I I I I I� I/ 1 \ -\ I/I I I I I I I I� I 1 1 I IIII I I I I II I III I I III I I `I `� . 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Li jI F1.0. %to I Hz z C/) ~ W J U O ly- o00 N U LLI JU ZZLL �� NW ly- 04N IL Z O W H W JLu IY WEO 02 Q W d 0 �c w > .j co < z W aw SHEET NUMBER 12 u 1901 INK 110 1 2 3 4 \ \ - - - - - - - - - - - - - - - - - - - - - - - \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ \ \ \ — — — — — — — — / \ \ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ — / • _ — — \ - -------------- _-- - --- \ __--- _---- 30 LF TEMPORARY \ ----_ _--------------- --_-- --_ --_ \\ I IMPACT \ -- — — — — — — — — — — — \------------------ _-_7-7 S \ / _ — — — — — — — — POSGRAVITY SEWER PRO ED 12 ooll ooll 000 / } + ++ } ++ + ++ ++ + + 53 SF TEMPORARY + + + + + } + IMPACT _ —�•/ _�� • l / / l / / / / / , i/ + + + + _ / �'••. // C \ < / / / .� , , NOTE: ALL TEMPORARY WETLAND IMPACTS SHALL BE + + + + + + — _ — — — \ / // \\\ \\ / / / / . — — RESTORED TO THEIR ORIGINAL CONTOUR/ELEVATION A / / ✓ +} + + + +} + \ j�`/;•• / / \ \\�\� \ ` / // / / % / SHALL BE REPLANTED WITH A NATIVE WETLAND SEED 000 OOP — — +_ -"' THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 ©COPYRIGHT 2019 - 1 51 a[ 50 501 49 5 O of a_ / / T i + + I + + ++ 1 / + + + + + —�� + + + I+ + + 1 . J+}+I•t+++ + + APPROX. STREAM I + + —+ + + + J� /+ + + + } + + LEGEND +++++++++++++++++ + + + + + + Existing Wetland + — Temporary Stream Impact ++ ++ ++ ++ + ++ ++ ++ Permanent Stream Impact ++ +} ++ + + + Temporary Wetland Impact + + ++ + + + Permanent Wetland Impact 0 + + 1» \ ALE 1"=20' y UU S9 5U 4U UU 4U 5U 41 UU 41 5U 42 U O LO 0 C9 m O— O O d- n O LO N + �j Q Z O EXISTING = > > GRADE M co E z z m N Da , O Co Co d7 + P0 0) 0) O 0 / aM�-0 a M» / �CnnEzZ / 12" Ductile Ir n 185 g' of GRAVITY SEWER STREAM CROSSING PROFILE SCALE: 1"=20'(HORZ.) 1"=2'(VERT.) 9+00 39+50 40+00 40+50 41 +00 41 +50 42+0 ) 515 505 met �95 011 AN O1 ►AM ■ 0w E ALBEMARLE NORTH CAROLINA ,[ W Q 0 z 0 o_ 0 U) Lu 0 Y O N M Op O w Q 0 z 0 o_ 0 U) W 0 Y Q O w z z 0 m O U z r, I Q U =3 U Lu 1 OD rn 0 O O a 0 l U O d E ui m m z OJ 1 w z 0 rn - � I Lu J _ J m 0 LL 0 U � z O m H U) 0 U) 0 z o-0 m z O w N Z5a U)0 as Qr Z. p - W U LL z m rn Lu r = `m o W 0� 0 o E iZ r J O C0 Na Q0 00 = z . w O z _ U W Q W J i u_ G� O=Q = } � W UOmIt s V Q 21% OC N H Z z C/) ~ W J U Oo 00 N U J D Z Z � oN N W M and Z O W H W JLu IY WEO 02 Q W 0- 0 Q W > mFQ Z W aw SHEET NUMBER 13 2 5 1 \\INVA \0 \ I I II �\ — -AW A-4 \ I -4.CV:541.55 \ I I II I I I I It V D --k \i 45—555 \\ TEMPORARY DIVERSION SWALE INSET INV: .. 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THIS DRAWI LESS OTHERWISE PiFbM ORY AND OTHE RESERVED NOT BE REPRODUCED OR WRmNc. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+OC 555 550 545 i40 535 i30 525 520 11 +50 11 57 571 56! 561 55! 551 54! 541 — Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact \ _ — ` _ — — \ \ \ \� \ \\� I \ \\ \\ \ \ \ \ \ \ \ \\ \ 0 1" 2" SCALE 1 "=40' 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 75 PROPOSED ROADWAY / EXISTING GROUND \ PROFILE / \ PROPOSED 60" RCP / ROADWAY STREAM CROSSING — CROSS SECTION SCALE: 1"=40'(HORZ.) 1"=4'(VERT.) 53 11 +50 I LT VV I LT JV I JT VV I JT JV IYTVV IYTJV IJTVV IJTJV IVTVV i70 65 65 60 i45 i40 35 16+50 CI h 1 sm ALBEMARLE NORTH CAROLINA Ater. 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' 561� I I I I I I I 1 1 I / '' -562 /—,563\ \\ \ I I \ \\ \\\\ \\ \\ \\ I \ I I / / I I I II I 1 1 I \ \ I LEGEND � -564 1 1 II I A \�A\� \ VAA V I I / l/ 1/ I 1 1 1 A 1 II A 1 I k �. � � Existing Wetland \ \ hll( 5611 I1 / ocw Wt9Q Temporary Stream Impact - z Oz_ c�n 565 �\ \ 1�lu /-566 Permanent Stream Impact Q 0- Lo a ILL Temporary Temporary Wetland Impact W I- _ 0 J O z z o Q \\ \\ \\ \ \\\ \\ \\ \ \ \ \\ \\ \ \\ \ I I I N LO M Lu zPermanent Wetland Impact z O -567• � wwz A � W Pond Removal J-) z w J 111 fy_ O = \ \I I I I 1 1 / ///,//QW2a — \ \ \ 1 I I I I / / / / c� / / / / / / / / / / / / / / / / / / c w > W m W z mF Q w 1 �o I I I I IIII 1 1 I I I I \ I \ \ \ \3 \I F \ \ l I1 I 11 II I pi grb �� 0 2" SHEET NUMBER 21 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR \ / I 1 1 I 1 \ \ 1 1 \ \ I I (f I I I I I / / / / / / / / / / / / / / / / / p� ^ i u �^ 0 I aj COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING./a� F1 I Y / 15 ©COPYRIGHT 2019 !. / L 1 V- mm HAM M "m ri THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR j COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. ©COPYRIGHT 2019 - 1 L AS > PLC age ?-A 3 oo P 352 P gk Deed 545 / I 1 \ 1 1 1 1 1 1 1 1 \ 1 1 1 / 1 1 1 / 1 11 1 \ 1 ' 1 1 I I J i + , i / 3,052 SF i / + + PERMANENT IMPACT / fl + / I / 1 + + I ( 1 + + + + / � I ' I / O / 1 / 1 I I I I I i / I / I / I / / / / / 2 3 \ \ I I I \ \I i 4 5 / 1 \ \ 547--------_ \\ \ —546— \ 1 545 d° 4 1 11l d \ d a 1 / I 1 11 I I 1 I I I 11 I 11 I /I 1 1 1 I 1 1 1 I \I 1 1� I I 11 I II I \ \/ / 1 / d ,A / 1 / ? 1 / 1 / / 1 / / \ / 1 1 LEGEND k k Existing Wetland — Temporary Stream Impact — Permanent Stream Impact Temporary Wetland Impact Permanent Wetland Impact 0 1" 2" SCALE V =20' Al C ►raw ■ No ALBEMARLE NORTH CAROLINA �U'ater. /{ice. 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APRON A-7 LONGITUDINAL SECTION VIEW NO SCALE CI I 0w ALBEMARLE NORTH CAROLINA Aar, A, Card. w Q 0 z 0 o_ U U Lu 0 Y O N M Op O Q W H Q 0 z 0 o_ Ir U U Lu 0 Y Of Q 0 w z z 0 m O 0) U Z r- ~Lu c) U I00 rn I 0 0 0 a o U5 I U O a E ui m � Z Luw 0 1 D) U rn d M z I w o^ J m m 0 LL J Lu Lu U � Z m H U 0 O Lu V)Lu U z 0 m H Z 0 w N 0 v U) 0- Q cn Q Q � N p r � Lu v U LL Z m rn Lu = o w 0 •y of r J� p Na Q� 00 = Z •_ Lu Q Z Lu LU LL `� m O=< J2 }mow UOm It Q s 212F V �Z z Z— — c/) �o W 00 w av 5;� LG u ZZ = Co t—o Z LL 00 N W anIL ty-O N zz I—T_ wH w -j Lu WE O Z 2 Q Q W Q � d wLLI a ° °� co a Q . aw SHEET NUMBER E s I THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 3 5 16 us Elm m 110 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 © COPYRIGHT 2019 - 1 STREAMBED. TO BE INSTALLED FLUSH WITH EXISTING STREAMBED. APRON A-8 CROSS SECTION VIEW NO SCALE APRON A-8 LONGITUDINAL SECTION VIEW NO SCALE All AN O1 ►am ■ 0w BE ALBEMARLE NORTH CAROLINA ,[ w Q 0 z 0 o_ U co U1 0 Y O N M Op O Q W H Q 0 Z 0 H d of U co u1 0 Y of IN � � co I- Q 0 w z Z OZ m O 0) U Z r- ~ U LLI I00 rn I 0 O O a o I U O a E ui � m Z c O 1 < w � U rn d M z I w o^ J m m 0 LL Lu J 0 U � Z m H U o m Zz O 1�u�)'< U) 0. Q Q � N p r � Lu v U LL Z m rn Lu = o LL •y of r J� p Na Q� 00 = Z •_ Lu Z U W Q W J i LL G! O=< = } 0' w Upm s v It Q 212F p oFESS�o• 6 = GINE�.•;�. � OC N �Z z Z- - c/) �.± � o W 00 w a� �— Lo u Z = Co t-0 Z ILL 0_0 toW O N zz Lu and W W fy_O Z2 Q W Q 0- LuLLI a ° °� co a Q . aw SHEET NUMBER 17 2 0 5 us Elm m 110 a THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF j CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED c RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR al COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. �1 ©COPYRIGHT 2019 - 1 J 11\LP\IYIULV. IV UL IIVJ I I"1LLLV FLUSH WITH EXISTING STREAMBED. NO SCALE APRON A-10 LONGITUDINAL SECTION VIEW NO SCALE am AN O1 ►am ■ 0w BE ALBEMARLE NORTH CAROLINA ,[ w Q 0 z 0 o_ U co U1 0 Y O N M Op O Q W H Q 0 Z 0 H d of U co u1 0 Y of IN � � cor- Q 0 w z Z OZ m O 0) U Z r- ~ Lu 1 0)LijU I 0 O 0 a 0 U5 1 U O a E ui m Z Lu c O 1 w � U rn - M z I w 00 J m m 0 LL J Lu 0 U � Z m H U 0 0 U z D m H OZ w N 00 v U) 0_ Q cn Q Q � N p r � Lu U LL Z m rn Lu = o LL 0 •y of r J� p Na Q� 00 = Z •_ Lu Z U W Q W J i LL G! O=< = } 0' w Upm s v It Q 212F CA"?C���. p oFESS�o• 6 = GINE�. �. 1�1 OC N Lu 0 �Z z Z- - c/) �o W 00 w a� >� Lo u ZZ = Co t-0 Z ILL O_0 toW fy-O N zz I---T- Lu and W W fy_O Z2 Q W Q 0- LuLLI a ° °� co a Q . aw SHEET NUMBER 18 2 0 5