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Home My WebLink About20200845 Ver 1_Impact Map_Wetland and Streams_2020-06-11_202006250) X X U 6 0 rn 00 0 0 0 U W� W J LL w N ao 0 N 0 N L0 L0 I i NEUSE RIVER PUMP STATION /• -•�• •-•-•_•-•_• REBAR/CAP♦ D N:734720.841' �' APPROXIMATE I E:2136228.2�8' LOCATION OF EL:168.79' � PIPE. . • -..... + + + + + * co 'fl + + co * ++ + SMH SMH108009 CITY OF RALEIGH \_ 100 YEAR FLOODPLAIN CITY OF RALEIGH ++ + TOP TOP ELEV. = 167.9' MH-1 D.B. 4315, PG. 284 D.B. 4315, PG. 284 ' +++,* ELEV.=170.1' INV. ELEV = 145.6' STA 10+00.00 PIN 1733650834 PIN 1733650834 _ 0 * ++ * BANK A EXISTING 60' _ ++ + ++ * INV. I 147.5' N 734800.15 • ++++ + + INV. 0�1=145.6' E 2136443.43 STABILIZATION D-06 SANITARY SEWER - _ * + + � � _ + * NEW 66" SN72 FRP TO � _�_ _ _ �' ++ * ` ++ +* - - - - ++ ++ * ++ ++ *+ + ++ + + + EASEMENT REPLACE EXIST 54" RCP * + * ,* + * +..:*;:' ^ ^ / / Z I *++++•,+*+ �+++,*+++* + +' + + CLASS I RIPRAP * ,+ * + + + + + ++***++•+* + + '".'•'::y;:•:F::rR%.' �/ �/- ___- / -J" C +,*++++*+++ '::r::. + *+ ,++*+ AREA 196SY + ++*+++++++*++++ ,++++*++++* ,*,+++**+ + *+ * + * *++++ ++*++ ++,++* + + SEE NOTE 3 '' '' 7 + + + + + + + / + r + \ 17 0 _ •:.. . f::.+:;..... ..:.t::..... + r * + * + + + + * + * + + + * + r * :fi:'.•'.•:'f.: •:::{{?"••,•t,:•iitii:•'.k:•:'•ii:}:•.'k,'; .... :?�+i•:::'�,'•: •,i}•; • •; _ / _ O A. + + cn ' \ � ..s..... ..•►....... ..t..... ..t.........f...�f..... ..r...... a....... ..Jf:.... ..r...... :::i�'•a!?^•::�.•...... :.d:•.:. � � / 10 ....::. � .•}:•}:•i:•}:•i:•:tii:•};•}:•i:•}:•i:•:tii:•}"•:ti•..:::: •:: ..... ..•f::::: •...t::•:..... ... ..... ....: •::: "...::•i:.{: •}:•:t....::• �.ti� '•}:•:�•..:: r �' ti ' �..... ............t:..... ... ...t::::: • •:: ..... ... :: X•..... :: '•........::.t......... ::.; � • .; • •. � .:r..... ... ...t. _ / + 5 t s.. r...... t....... 4..... ..r...... t..... f..... ..t......... ..?:..... .. a ...... r....... t..... ....... :.•r.•...... :'.: 0 +0 4 v..... .. f ::•.t:..... .. :•.t ::::• ::• :• i•........ k•........::.t...... .. ::• ::• :• :::r..... ... •...........t........ ......... ::.4•........ :... :•. • ... ............ ...f...... :• �Y2^ •.. - + + ...... ..... .... ..i.........&. ...f........ + P SEE NOTE 2 � ........::.t....... 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':'•:.{}}::};. .,¢{}wl�'::•.; ; ...t.... •:: Y.•:::1:•i'•::::,:::R>'•.'•°;...::t:. :: .....a.;. _ A , + + + + / o OO o / ;d,....; 6:.:::•. • :•.f.::+!(.::::• ..:Y•.:• ::.. ...t...... :•.•Y.::•#.::•:f.• :k :::•: ::.w.. •:.....::v:•3:::•:�: ;:::: ...f..... x:%k.• :::• :•:?t•::::.... .. .: • / / / / _ Iv CIO +++++' +++' ++ + ,+++ + +++` + * _ _ '�'�- _ 54„P P' 12+00 // \ l - - - - - - ;;.;%;�.;•:4 _ - - - - - - - - 172_21 / ^ \ _ , ZZ _ +O + ++ + + / m o / 15+00 // + + +' ` *+ + + ++ ++ ++* + ` �% * ++ - ' - ' 13+00 166.970 / / 16+00 / 17+00 REBAR/CAP + + + * + '+ , _ :::t:•::;.;;. +0 _ N:734763.538' / - - - - / / / / = _ - _ E:2136426.489' /// _ _ice - - 14+00 _ _ - _ �170- EL:167.04 RECEIVING VAULT FOR _ _ - - SMH108334 SIPHON - - SILT FENCE C / / / ^ - - - _ MH-3 TOP ELEV. = 175.1' / / TOP OF RIVER BANK OUTLET (TYP) D-04 INV. ELEV = 146.5' / EXISTING 54" PIPE � _ - - - - - - - - - - _ _ 1 STA 17+85.86 / EDGE OF VEGETATION N 735562.36 SMH108335 E 2136612.73 STA / TOP ELEV. = 169.6' STA 13+82.18 INV. ELEV = 146.3' _ N 735161.03 -,E 2136569.24 _ _ _ - - - - - - TEMP SILT/TREE B I PROTECTION D-04 FENCE (TYP) I NEUSE RIVER 185 180 175 170 165 160 155 150 145 140 9+50 2>>> �.�C,/) z w .-. 06 i° o o = o CD CD L6 00 � O_CD ==II II II II z_ z p > w >> z> _ W o 0 rn o o rn0LO �� 0+06 �O Lf)-� 00 �_� II w H II 11-Z 0 z 3S z > N 2 .. " (0 r_ �� CC)II II H II II Z 0 C > > cnz z - =a��_»w 100 YEAR FLOODPLAIN EL EXISTING GRADE 438.94 LF 66" FRP SN72 @ 0.05% I 403.68 LF 66" FRP SN72 @ 0.05% I 382.18 LF 66" FRP SN72 @ 0.05% EXISTING 54" PIPE CONNECTION 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 185 180 175 170 165 160 155 150 145 140 21+00 O z w C0 D LL O 0 O U ui 5' 3' 0" 5' 10, 0 z VERTICAL SCALE 1"=5' Q z 50' 25' 0' 50' 100, o w HORIZONTAL SCALE 1"=50' 1 1 1 1 1 1 1 1 1 1 1 of I\If1TF-q- 1. EXISTING 54" SOUTH OF MH-1 IS FROM GIS. CONTRACTOR SHALL FIELD VERIFY LOCATION PRIOR TO PERFORMING ANY WORK. W H Q 2. REPLACE EXISTING 36" DIP WITH NEW 36" SN72 FRP. CONTRACTOR SHALL REMOVE EXISTING CONNECTION BOOT AND REPLACE WITH A NEW FLEXIBLE CONNECTION BOOT AS SPECIFIED. CONTRACTOR SHALL CONNECT PROPOSED 36" SN72 FRP TO EXISTING SIPHON SPLITTER BOX. CONTRACTOR SHALL FIELD VERIFY LENGTH OF PROPOSED 36" SN72 FRP REQUIRED TO MAKE CONNECTION PRIOR TO PERFORMING ANY WORK. 3. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL = E 8, UTILIZE TEMPORARY PUMP AROUND AS V O N SHOWN IN THE DETAILS TO DIVERT CLEAN U .2 oo WATER AROUND THE WORK AREA WHEN a WORKING IN THE WET. W N ' OM S oZS F 5 YL (n (� Forested Impact -0 � U V a-+ 0 0 Non -Forested Impact J z � I m L I 06 Ln ti U N m Q z J 0 L.L QO U w wo O N � z w N Oww U)F_ Zzw o = w > ~ O V(n� z0 Jz a O Cn I..L U) w LL 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-01 SHEET 06 OF 37 0 w Q� 0 00o rn O J 0o11. FINAL DESIGN - NOT FOR CONSTRUCTION X X U CO rn OD 0 7 U) co U l_J W J_ W 5 a - co O N O N CO N LO 0 Q W 0 000 o J LL p d X X U 0 rn 00 O 0 U w J J_ LD ao 0 N 0 N REAR/CAP O O 1 N:737041.633' c I E:2136215.281' I EL:189.10' I WOOD IPOST LINE OF ROCKS IO O O N -_- 01 I - -. O W 0 \ _ + _ CM C W Z0 .--—'�--� _ Q Z O I CU of 0 I LL I O O I c I c i 190 185 180 175 170 165 160 155 150 145 33+00 I O 2 c I I , O O T ' ,�' �� ' ' I ADMASU W. ABE & � KRISHNA / I I / YESHIMBET T. SEWER \RAMSUNDAR & ANAT YHTUR I I I D.B. 16397, PG. 2764 / MICHELLE M. ABITAT FOR & IRINA LASHTUR� I PIN 1733672473 HUMANITY OF — CITY 31 RALEIGH RAMSUNDAR / D.B. 17145, PG. 1033 — — D.B. 4315, PG. 289 I � WAKE C f�TY INC. D;.b. 10568, PG. 1100 D.B. 15516, P 04 PIN 1733674548 HABITAT FOR PIN 1733670101 / /PIN 1733673446/ HUMANITY OF PIN 1733674502 ISIDRA LOPEZ JAMAL ODEH & HABITAT FOR 17047, PG. 1447 WAKE COUNTY INC. SAIDA BERADI HUMANITY OF WAKE WOODEN ELECTRICAL IN 1733674665 D.B. 15516, PG. 2504 D.B. 16954, PG. 170 NEUSE VIEW DRIVE COUNTY INC. TRANSMISSION TOWER I �. / PIN 1733674797 PIN 1733675828 D.B. 15516, PG. 2504 :HEAD ��CTRICAL I / F TEMP ' IVERSION 100 YEAR FLOODPLAIN ALICIA REID� PIN 1733686102 INV=163. 4' ASHIA ARAIN T D-05 DITCH ( YP) C�B. 17043, PG. 4 3 FSIEAIRA STAN IL MAM JOOF I — NOTES 2,3,4,& 5 SMH108226 J TOP ELEV. = 176.3' INV. ELEV = 147.7' c EXISTING 170' CAROLINA POWER & LIGHT EASEMENT (B.M. 2004, PG. 1869) I O O I I k1 l l / NEUSE RIVER 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' I NOTES: MARKER (TYP)LE PIN 17336747811 B. 17042, PG. 1 98 D.B. 17039, PG. 21 T D.B. 16802, PG 81.E I bIN 1733675943 1. PIN 173367581 f _ PII�.l7-�36�5959 I I EX SEWER N — / SEE NOTE 1 CLEANOUT (TYP)� . — . _ . _ ' I TOP ELEV.170.5' I D.B. 17LATSMH0 519, PG ARTI67� — • — �• O INV. IN=159.1' NT PIN 1733685076 , - - 1 = INV.0 158.9' 2. 1_��70 CONNECT EXISTING 8" SEWER O W _ TO PROPOSED MANHOLE FENCE (TYP) Lr) W Y- LO3. ui C� : " `• L u AA 45+00 ' Z -:�:• _ - - - w _O ;... ;... ;... ;.. ;;: :::::• :::::•:::::::::• J Q4. :•::::. ..� :•..:::•..; . ry *w......w....: ::. :� :•.:.y::•>: •..:s:•: TO 757nr — — — — — — — — -- 0 5. FOP ELEV. = 166.2' U NV. ELEV = 148.4' 0� NV ELEV = 154.2' (8") 0 IL \ CITY OF RALEIGH /OOD BRIDGE D.B. 7368, PG. 10 ;ONCRETE PAD \ \ PIN 1733687555 M H-9 \ STA 43+70.05 \ \ N 738004.96 E 2136621.41 = �=0 C 0 = g_u) z - > _ (.0 - `o oLj - CO o0 N O LI) NN �� 0 0 M ti - H+ o Lf) I I I I W ��_II II �w II II Z Z 0 H Q � > > > w 0�_zzz> oOQQ g�cn0�-z z A -. oZj _Cfl MO H 0-)o0 O _ - O O H�Lri- II II M r-� _j w II II z D w _ oz z j 100 YEAR FLOODPLAIN EL `— EXISTING GRADE SN72 @ 0.05% 704.57 LF 66" FRP SN72 @ 0.05% 812.75 LF 66" FRP SN72 @ 0.05% 578.28 LF 66" FRP 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 190 185 180 175 170 165 160 155 150 145 45+50 0 7 EXISTING 8" SEWER DIAMETER AND LOCATION IS FROM GIS. CONTRACTOR SHALL FIELD VERIFY LOCATION, DIAMETER AND INVERTS PRIOR TO PERFORMING ANY WORK. CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY PRIOR TO PERFORMING ANY WORK WITHIN THE EXISTING POWER EASEMENT. MATERIAL OR EQUIPMENT STOCKPILE WITHIN THE DUKE POWER COMPANY EASEMENT IS PROHIBITED. NO EQUIPMENT OPERATION IS PERMITTED WITHIN 25' RADIUS OF DUKE ENERGY LINE POLES OR GUY ANCHORS. ALL MATERIALS INSTALLED IN THE DUKE ENERGY ROW SHALL WITHSTAND 80,000 LB LOAD BEARING. CONTRACTOR SHALL NOT USE DUKE ENERGY ROW AS LAYDOWN OR FILL AREA. CONTRACTOR SHALL FOLLOW ALL OCCUPATIONAL SAFETY AND HEALTH ACT, NATIONAL ELECTRIC SAFETY CODE, AND OVERHEAD HIGH -VOLTAGE LINE SAFEY ACT REGULATIONS REGARDING WORK WITHIN THE DUKE ENERGY ROW INCLUDING REQUIRED CLEARANCE FROM TRANSMISSION LINES. CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY A MINIMUM OF 6 WEEKS IN ADVANCE PRIOR TO PERFORMING ANY BLASTING WITHIN THE DUKE ENERGY ROW. REFER TO PROJECT SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS FOR BLASTING WITHIN THE DUKE ENERGY ROW. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested Impact Non -Forested Impact FINAL DESIGN NOT FOR CONSTRUCTION U m O z w co w O 0 O U w 0 z Q co z O L > w w Q 0 c ca � o V O 04 N U� _ o0 LO W c C: U' O N a� c d o (n °" V �3: a �z -1IZ m U +I Co c Qi L (D o U > C46 I ti U co m Q z_ J 0 Q0 =U a u) w O LO i Lu 0 LU w U ZZw 0�p = w > ~ O V (n 0 z + —w� U)CM Jz� �a O Cn I..L Lu L.L 0 U DESIGNED: WPS DETAILED: DET CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-03 SHEET 08 OF 37 0) X X U 6 rn 00 0 0 0 U W� W J LL d 00 0 N 0 N L0 L0 - = 7--L ::►% i I TEMP SLOPE BILLY MCKEITHAN & D-06 DRAIN (TYP) MARY MCKEITHAN I D.B. 16779, PG. 152 PIN 1733686232 F TEMP DIVERSION _ i ' �_� • DI \CH (TYP) 1SATRICK B LOLEK7�- r & JULIE L VANGU NEW 66" SN72 FRP TO D.B. 16706, PG. 305 REPLACE EXIST 54" RCP ' PIN 1733685268 U _180 O W-_ +LO � W- W --E ' Z- W 0T J Q ::r ::r::::::•.:: — — :�:•: :t:: U 0 H I I 185 180 175 170 165 160 155 150 145 45+50 \ \ ROBBINS DRIVE \ / \ DELRAY \SMH K�O-P ELEV.=170.9' INVESTMENTS, LLC �. _ — — T JOHN M D.B. 11234, PG. 333 T ABDUL H. T GEORGE 7_*'� T \ _ f INV. IN=161.9' INV. OUT=159.8' \ PIN 1733688828 NGELA KERLEY SHABAZZ & HASKINS & TANZA RSHOABAll VILLAZON & R lol \ D. 12308, PG. 16691 ' I I I \ ' ` PIN 1733697077 HASKI S VILLZON CHARLES D.B.12115, D.B. 11666 D.B. 16849, DAVIS & P 14 I I PG.625 I ANDREA I ` PIN DAVIS CITY OF RALEIGH /' 100 YEAR FLOODPLAIN N. • �. I I 17336197193 I 17336IN 9 I 1733698224 I D.B. 12047, D.B. 7368, PG. 10 PIN 1733687555 . / SEE NOTE 2 ROCKS/BOUL�ERS TI SEE NOTE 1 I I I PG. 1163 PIN I N 738792.60 E 2136821.83 TOP ELEV.J= 169.3'\ INV. ELEV = 148.5' INV. ELEV. = 155.0' 8" ' I\\ 1 33698330 U-) OUTLET (TYP) I I I 17 O 9' WOOD FENCE I U SILT FENCE I O W LID W Lo U) W 56 / +00' — _ _ 57+00 (n Cn _ W 0 --_ _--- // 54" RCP Pipe fir: Y'•'v:;a:: Me— e:}:;�: DELRAY I 0 INVESTMENTS, EXISTING 60' J (, LLC SANITARY SEWER D.B. 11234, PG. EASEMENT 0 333 LL. 'IN 1733688828 I TEMP SILT/TREE B PROTECTION D-04 FENCE (TYP) NEUSE RIVER 2 g z - w .. CD > - 06 cfl eo rn M 0) - c0 2 s o r' L6 �— + M-- r �� J �Ln��w a 11 zzp�-- �2-»>w ��_zzz> . . . 100 YEAR FLOODPLAIN EL OC��N p �� EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 955.17 LF 66" FRP SN72 @ 0.05% 812.75 LF 66" FRP SN72 @ 0.05% 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 185 180 175 170 165 160 155 150 145 57+50 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1"=50' I\If1TF4' 1. EXISTING 8" SEWER DIAMETER AND LOCATION IS FROM GIS. CONTRACTOR SHALL FIELD VERIFY LOCATION, DIAMETER AND INVERTS PRIOR TO PERFORMING ANY WORK. 2. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested Impact Non -Forested Impact O z w C0 D LL O 0 of O U w 0 z Q C0 z O L0 w of w Q 0 c c� V 0 N U� �LO a LO o () M C 0 V ��' Q J I �z U L U > 06 Ln I r— U N m Q z 0/ L.L Q0 =U� w O Lo N z ti LO Oww U)F_ Zzw o = w > ~ O C� U) � Z Lo — Jz w (n E-10 It < O Cn I..L U) w LL 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-04 SHEET 09 OF 37 0 w Q� 0 00o rn 0 J 0o11. FINAL DESIGN - NOT FOR CONSTRUCTION X X U 6 c0 rn w O Cu U U 1 ( 100 YEAR FLOODPLAIN LLAGE LAKES co HOMEOWNERS —L D SCOUR HOLE ASSOCIATION, D-06 (TYP) / D.B.52INCPG. 444 / • / PIN 1733698761� Lu a F TEMP DIVERSION D-05 DITCH (TYP) � • � / a� / oo I / LUIS FERNAi. FEZ & / • ' MERCEDESFERNANDEZ / I D.B. 12062, PG. 819 1 / PIN 1733698377CLASS / IH6 PROPERTY / / AREA 4I1 SYRAP NORTH CAROLINA L.P• 9' SEE NOTE 1 - `D.B. 11726, PG. XY 37 , I `� — PIN 173369A475 — — — — — — _ _ _ I �`16 i' o INJE FROCKS/ CONNECT EXISTING 8" SEWER TO PROPOSED MANHOLE 15"C P P INV=169.87' W, w Mw . 11 VILLAGE LAKES 1 HOMEOWNERS ASSOCIATION, INC. 1 D.B. 5237, PG. 444 PIN 1733699892 SILT FENCE I MH-12 STA 62+96.05 N 739869.34 E 2137040.34 iNV=160.20' --------- � ' PUE 64+00 OUTLET (TYP) \ D-04 NEW 66" SN72 FRP TO REPLACE EXIST 54" RCP 1 _ GREENWAY MILE — =�h`- MARKER (TYP) r, U P 65+00 66+00 •� CITY OF RALEIGH D.B. 8828, PG. 798 PIN 1734710473 MH-13 V 1 fl VV JV.VV I EDGE OF VEGETATION N 740459.58 E 2137148.12 TI 10' ASPHALT PATH ri E PUE PUE JPUE O L- -67+00 68+00 �� 69+00 � z Aa- - - - - - - - - - - - - - J z = 179.930— — _ C I i _wry Y r r r— r Y Y Y Y Y r r J Q-- — — — —----- Pp _ _ — — — — �i w\\� e I — — Z2— — — ---- — _- = z SEE NOTE 3 — _ — — — — — — — — — — 2 _ _ ----- ---- _— Uo U ; •.::F::ik:•::•.:, / I I — — — —Z-2--� /------—� —' ---�-- _--- 1 �Z1 z :+:.. ::•_.*.:. -1 — — INV=160.97' RIP SK I �� — — —_ - — — �Z1—�1=_ _ Z1 —� 10' ASPHALT PATH INV=1 0.94'� U INV=166.89' INV=166. Z1 / / SEE NOTE 2 12"CPP CLASS I RIPRAP _...—• AREA 87 SY / O DELRAY . / INVESTMENTS, I I _ SMH102483 TOP OF RIVER BANK D.B. 1123 LC PG. TOP ELEV. = 169.7' 333 1 /�•..� .. PIN 1733688828 i i i i 185 180 175 170 165 160 155 150 145 140 57+50 INV. ELEV = 149.0' INV. ELEV = 156.2' (8") BANK A STABILIZATION D-06 MH-11 _�NEUSE RIVER STA 61 +43.96 N 739718.23 E 2137057.57 _ Om �^ — 4 R z I () U)J --- z Z1 m u O = O —..._..._—..._..._...—...— _.. —... — ... — ... — ... — ... — ... —...—...— m o ... "� ABANDON EXIST SEWER EXISTING 60' SANITARY SEWE EASEMENT -SM H 138021 TOP ELEV. = 170.3' INV. ELEV = 149.4' ABANDON EXIST SSMH INTERCEPTOR (SEE NOTE 2) it 4t TEMP SILT/TREE B I PROTECTION D-04 FENCE (TYP) I = 06 W=� OC��_ooc0 0ly— w --QD -(5 80 I-- CO O -T� � �r + O II II II II �w II II_ZZ �� Q Q — Z zzz j z w EO ol$ C LO O O _� LO �6� C�(0) C 0 0 II ��—�J Mw11 01z 0 W rQ��>ow 07 r O —co + r O J u) zo w W v¢w O~Z c') 00 I- — Lo CO 0) Coro CV) + _ 0- O J W v¢w O~Z (n — co � N� �aQ2 �_u)i�?? LO LO =O -N C_�M — = H+ O II �C"� II II II_Z O — 100YEAR FLOODPLAINEL �H EXISTING GRADE 955.17 LF 66" FRP SN72 @ 0.05% 600.00 LF 66" FRP SN72 @ 0.05% 427.56 LF 66" FRP SN72 @ 0.05% 152.09 LF 66" FRP SN72 @ 0.05% 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 185 180 175 170 165 160 155 150 145 140 69+50 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1"=50' NOTES: 1. CONTRACTOR SHALL REMOVE, STOCKPILE, AND REINSTALL ROCKS FOLLOWING CONSTRUCTION AND GROUND STABILIZATION. 2. CUT AND BULKHEAD EXISTING 54" RCP PIPE AS SHOWN AND ABANDON EXISTING PIPE FROM MH-11 TO MH-17. 3. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested I mp a c t Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION m O z w C0 D w O 0 of O 0 w 0 z Q C0 z O L0 > w of w Q 0 c Cu E o V O N U _ co LO W C: c u) O N co Cu Cu co o d °" V J - z U Co Qi L A\ V> iO U 06 U Ca 00 Z ON L.L QO = a_ � w O N (wj � z 3: � C� Oww W Zzw of = w % ~ O Z + —w� Cn�) Jz� �a L.L v J ui L O U DESIGNED: WPS DETAILED: FILL CHECKED: CES APPROVED: DLC DATE: JUNE 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-05 SHEET 10 OF 37 X X U 6 rn 00 0 0 C) U 0 w Q� 0 000 rn O J 0oa- O U O W Lo + W 0) _ CO U) Q W W U) C/) Z W p Z �z J Q I D p U 0 IL I i 190 185 180 175 170 165 160 155 150 145 69+50 70+00 71+00 _06 O = H z - w .-. zo �bo coo —� CO M 06 M T ti Lei ti CO ao w �w zz p Q > > > w 100 YEAR FLOODPLAIN EL EXISTING GRADE 888.84 LF 66" FRP SN72 @ 0.05% 427.56 LF 66" FRP SN72 @ 0.05% 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 5' 3' 0" 5' 10' ti O VERTICAL SCALE 1"=5' U 50' 25' 0' 50' 100' LO Lw HORIZONTAL SCALE 1 "=50' 00 Cn Q W NOTES: ~ W Cl) 1. CONTRACTOR SHALL CUT AND REMOVE A Z Z MINIMUM F SECTION OF EXISTING 8" SEWER W BETWEEN NEW AND EXISTING MANHOLES Z AND PERMANENTLY PLUG EXISTING 8" SEWER LINE AND ABANDON SEWER. J Q _ 2. ABANDON EXISTING 54" RCP PIPE FROM () Z MH-11 TO MH-17. Q3. z z UPSTREAM MANHOLE IS LOCATED APPROXIMATELY 262.42 LF NORTH WEST U FROM EXISTING SMH108225. THE INVERT INVERT OUT ELEVATION AT THE UPSTREAM 01-0 MANHOLE IS 160.10'. 0 IL 4. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. 190 185 180 175 170 165 160 155 150 145 81+50 Forested I mp a c t Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION w C0 D LL O 0 ry O U ui Ir 0 z Q C0 z O C0 w Ir w Q 0 c ca _ Q_ E o V O 04 N U� �LO a Cu LO W C �' O N (1)M J I �z Co Qi L A\ V> w U C46 Ln I ti U co m Q z J 0/ O. Q0 =UU) a_ w� O z o0 D LU w W U) Zzw wo = w > ~ O (D (n z w Cn Jz zoa CD Cn I..L U) Lu L.L 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-06 SHEET 11 OF 37 O+ i I I I I I � I � + + ++ ++ + O•+ CD Lu w 03 - � C/) _ 1 Z - W O Z- J Q 2 Z) U z Q z O U 0 H I I 190 185 180 175 170 165 160 155 150 CITY OF RALEIGH n R 147dq Pr 71 Qn - REMOVE EXISTING MH AND REPLACE WITH NEW 48" DIA MH I V l v l l 1 11 V I v TOP ELEV. = 169.9' INV. ELEV = 150.7' SS - NF\N RR" SN79 FRP Tn PUE � PUE PUE 91+00 1 Qg+nn / W 0 w _ �M N W 2 93+00 O - Qw w C/)U) 1 Z w O _ _Z J Q 2 Z) - Q Z �O 0 REBAR/CAP7E:2137531.6KELA.92' N:742852483' NEUSE RIVER z w > P: + rn 11 > - - O II II II ~ w Z_ Z z > — Lr,w ' w OZf 00 N O _ N Lo +�;�� 11 11 ONO 11 11 w u u zz p� z z z j =aag»z 100 YEAR FLOODPLAIN EL EXISTING GRADE LF 66" FRP SN72 @ 0.05% 868.54 284.03 LF 66" FRP SN72 @ 0.05% 888.84 LF 66" FRP SN72 @ 0.05% Ln 0 145 CD N 81+50 0 N Lo L0 0 W Q� 0 � 0o O J LLoa- 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 190 185 180 175 170 165 160 155 150 145 93+00 93+25 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' NOTES: 1. EXISTING 8" SEWER DIAMETER AND LOCATION IS FROM GIS. CONTRACTOR SHALL FIELD VERIFY LOCATION, DIAMETER AND INVERTS PRIOR TO PERFORMING ANY WORK. Forested Impact Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION w C0 D U- O 0 Ir O U u1 Ir 0 z Q C0 z O T w Ir w Q 0 c ca _ Q_ E o V O 04 N U .�� aLO W C �' o N (1)M d o w °" V Q0 J I �z U Qi L VCo A\ w U > O46 Ln I ti U co m Q z J 0 O. QO a_ L0 DUI z wM w� O LU w U zzw wO = w > ~ O (D (n z w Cn CO Jz zoa O Cn L.L U) w L O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-07 SHEET 12 OF 37 X X U 6 0 rn 0 0 0 C) U / G,'A/ �xx Ay`� �5 G JP r NCO � 94{00 190 185 180 175 170 165 160 155 150 145 93+25 N 742902.36 E 2137504.05 —�-__---------_�ZT ---- - �_— _ 2 NEUSE RIVER SMH101498 TOP OF RIVER BANK TOP ELEV. = 176.0' INV. ELEV = 151.7' CITY OF RALEIGH RCP f - 0 - i G= � � Z 10'3+00 4„ RCP .�' O 0 SILT FENCE ! C 1 TnP nP RI\/FR RANK OUTLET (TYP) D-04 TEMP SILT/TREE / B \ I-tNUL: ( I YH) ' ~ W - �0 > CD- Ln M CO N 2� -� �� HH LInI C- + .4 - II W WII-z > > w z> g H _ W > 03 S0� - " o = O O U_00Lo- - �� + CO- 6I�I HI I JWM I1 - 0M Z z z j -- I 100 YEAR FLOODPLAIN EL I EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 709.23 LF 66" FRP SN72 @ 0.05% 599.11 LF 66" FRP SN72 @ 0.05% 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 1 1 190 185 180 175 170 165 160 155 150 145 105+50 5' 3' 0" 5' 10' VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100' HORIZONTAL SCALE 1 "=50' Forested Impact Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION w C0 U- O 0 Ir O U ui Ir 0 z Q C0 z O C0 w Ir c (6 _ Q_ E o V � 04 N U_2 _0 _ LO W C: s= U' o N M d o w °" V Q0 J I �z U Co Qi L A\ V> w U C46 Ln I ti U co m Z J 0/ O. Q0 UI =wU o + C) I_ > O w r 0 w Ua Zzw �C/) a0 ~� =w> CD 0 � c Q + _wC- z CnM J G Q I..L w L.L 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CS APPROVED: CES DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-08 SHEET 13 OF 37 x x U 6 rn 00 0 0 C) U 0 w Q� 0 000 rn 0 J LLoa- SSMH CITY OF RALEIGH TOP=175.29' 20 y64 / EXISTING 30' CAROLINA .B. 11588, PG. 2190 INV IN=161.01' �copN'OWER & LIGHT EASEMENT PIN 1734636302 INV OUT=160.89' TMq� eFRN MH-21 (D.B. 3181, PG. 293) (TYP) GUARDRAIL FNgN FARO N A 109 9 21 3 SEE PROFILE o AT&T C v��,,., �., JC C-24 � (BURRIED) E 2136405.60 GUARDRAIL TEMPORARY BORE PIT TEMP DIVERSION F MH-20 _ / (40'X20' APPROX LOCATION) DITCH (TYP) D-05 / // CONC SWALE TOWN OF KNIGHTDAL I STA 107+33.55 - _ -_ - / MH-22 N 743839.65 -/ / /j BURIED D.B. 2825, PG. 433 100 YEAR FLOODPLAIN I _ i� STA 113+90.69 E 2136580.12 /MH 20A i. / PIN 1734633997 \ N 744281.63 - / / /N 743841.73 /_. / I.... CONC BUILDING \ TEMP SLOPE C NEW 66" SN72 FRP TO i \ E 2136096.56 REPLACE EXIST 54" RCP TEMPORARY BORE PIT _ _ - - _-_ _ "' / / / E 2136556.14 I.... �� DRAIN (TYP) D-06 I _ r �6' CHAIN LINK -PEN ROGERS REALTY I �` & INSURANCE (40'X20' APPROX LOCATION) - - _ _ _ _ / // /�/�/ / .::°/ .... I.. O SEE NOTE 2 _ E L)Ur- Ui .,--,, ,J- . i;ROP BRI......ABUTMENT*.*.... 1.. _ = ==; ANY _ , , - I-N T73494304 109+00 ---- \ - ---0+00 -- ---------- --- ----- w - - - - - - - LLI LID O -_1 n l 106+00 ^ / Z = _ - D� --I Z ---- O m 1-1 ------ B=3 Z m > __- --_ m / INV=164.54' -J L INV-161.47' JJ = U7 I ABANDON EXIST SSMH m U+i SMH124375 m--I O TOP ELEV. = 176.2' I INV. ELEV = 151.7' (7 INV. ELEV = 151.69'(8") O 00 MH-19 STA 106+67.37 N 743852.47 E 2136645.05 195 190 185 180 175 170 165 160 155 7 150 145 105+50 il -_-�-- +pp-N L- �-___ _ �200- --\_ + W ,�- -195 s17 116 -=�; �ui __117+00 = _ -- ----- _- _ 113+p - ---___ ---------------_ _ _ --- W Z \ - _ B-4 _... _ ---- - --\ ___------ _nn - --- Ll1 z T _ ,T Z _ --_-- ---- __-------------_-_- __-__------- ----- _� VARIABLE WIDTH �.•,__ -_ !__ - _ ___ _ ____ -- SMH137817 PROPOSED UTILITY - - - - =__ _ - SMH138019 -: �• • •�'ZD TOP ELEV. = 172.4' EASEMENT TOP ELEV. - 175.8' 1-- INV. ELEV = 152.0' SEE NOTE 3 INV. ELEV = 152.1' 0' ASPHALT PATH EDGE OF VEGETATION Q Z ABANDON EXIST SSMH SEE O 15" STEEL VVH I NOTES 5,6,7,& 8 ABANDON EXIST SSMH TOP OF RIVER BANK U (ATTACHED TO T VINYL FENCE If BRIDGE) UTILITY POLE 14' EXISTING 60' SANITARY O BRIDGE PIER FROM C/L SEWER SEWER EASEMENT NEUSE RIVER IL FIBERGLASS AT&T LINE I (ATTACHED TO BRIDGE) TEMP SILT/TREE B I 4" GALVANIZED PIPE PROTECTION D-04 (ATTACHED TO BRIDGE) FENCE (TYP) 12" GAS LINE SILT FENCE C BRIDGE PIERS OUTLET (TYP) D-04 Lu Lu Lu PIT LOCATION) RECEIVING (APPROX. ■■I��II■I■�'��■1�■IO��IIEmu ��■■�� PIPE BY ENCASEMENT TUNNELING ��■■1��11■II%.s% I/III.%I.%II/Il�il ■1 ■■��■■I �� LF6"FRPSN72 0.05%- 21b.bbL[-bb' � -A ■li�l■II%/.� 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 195 190 185 180 175 170 165 160 155 150 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' A Ir1Trn. 0 m O z w D u- O 0 Ir O 0 w 0 z Q z O T w 1. EDGE OF PAVEMENT IS APPROXIMATE AND IS FROM AERIAL IMAGERY. 2. EXISTING CMU/BRICK CHLORINE BOOSTER ~ Q STATION SHALL BE DEMOLISHED, DISPOSED, AND THE EXISTING GROUND GRADED TO PROVIDE POSITIVE DRAINAGE. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCE AROUND EXISTING CHLORINE BOOSTER STATION. 4. ABANDON EXISTING 54" RCP FROM PROPOSED EXIST SMH124375 TO EXIST SMH137817 WITH FLOWABLE FILL AS SPECIFIED. 5. CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY PRIOR TO PERFORMING ANY WORK WITHIN THE EXISTING POWER c EASEMENT. ca 0 0O 6. MATERIAL OR EQUIPMENT STOCKPILE WITHIN V oN THE DUKE POWER COMPANY EASEMENT IS u 2 "o PROHIBITED. a ti 7. ALL MATERIALS INSTALLED IN THE DUKE LJ.I 0 ai ENERGY ROW SHALL WITHSTAND 80,000 LB > cu co LOAD BEARING. CONTRACTOR SHALL NOT .� c: d USE DUKE ENERGY ROW AS LAYDOWN OR Y O - U FILL AREA. 00 = a 8. CONTRACTOR SHALL COORDINATE WITH J v z DUKE ENERGY A MINIMUM OF 6 WEEKS IN m L ADVANCE PRIOR TO PERFORMING ANY Co (D U BLASTING WITHIN THE DUKE ENERGY ROW. i REFER TO PROJECT SPECIFICATIONS FOR C46 ti SUBMITTAL REQUIREMENTS FOR BLASTING WITHIN THE DUKE ENERGY ROW. co E 145 116+00 FINAL DESIGN ��NOT FOR CONSTRUCTION Q z -i 0. QO UI-- O a_ L0 �U� w� z w� C LU w U) ZZw wp =LU ~O CD (n � zLp w0- Wo Jz� �a (.5U) ~ NQ I..L w L 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-09 SHEET 13 OF 37 190 185 180 175 170 165 160 155 150 CITY OF RALEIGH �. �. D.B. 11588, PG. 2190 PIN 1734557504 MH-23A N 744707.42 VARIABLE WIDTH E 2135533.54 PROPOSED UTILITY 4 SEE PROFILE �• EASEMENT • -24 �UE \ MH-23 ANDREW J. \ STA 120+84.65 HEYMANN N 744702.53 D.B. 15872, PG. 346 \ E-�135552.37 PIN 1734545563 If V=164.72' - INVr,163.75 D ENERGY DISSIPATER D-06 (TYP) WOOD BRIDGE CONCPFTFPAn SEE NOTE 2 I /!// 'Co I I � I I ► I �/%i F TEMP DIVERSION D-05 DITCH (TYP) /oj/// / / // / SCR 01 / 4' VINYL FENCE TEMP SLOPE XX DRAIN (TYP) D-XX c -9�� il, �/ //f% �r/ABANDON EXIST SSMH /A / �f� ��% SMH1101bv TOP ELEV. 179.4 INV. ELEV 152.4 / GREENWAY MILE 77, MARKER (TYP) Fs Y, y�F / EXISTING 20' SANITARY J /r SMH SEWER EASEMENT TOP ELEV.=179.6' (B.M. 2003, P.G. 996) / INV. IN=172.9' SEE NOTE 1 / INV. OUT=170.3' MH-23B s N 744849.53 / E 2135542.75 ss INV-163.61' 100 YEAR FLOODPLAIN PbE— INV=163.44' CLASS I RIPRAP NN\ AREA 95 SY - o / SILT FENCE C �.� N �•/ �O * / * d * * OUTLET (TYP) D-04 * �,�All S < -WRI EDGEWATER TOWNHOME ASSOCIATION, INC. D.B. 11378, PG. 919 PIN 1734551147 7T -2 i= S I SMH 101200 * * * 1 _ - - —�4- RCPft- pipe TOP ELEV. = 174.9' SH INV. ELEV = 152.4' \\� ft,2- NV. ELEV. = 160.8 15 ABANDON EXIST SSMH �•• ESG TOP OF RIVER BANK �•• BANK A STABILIZATION D-06 CLASS I RIPRAP CLASS I RIPRAP CLASS I RIPRAP AREA 71 SY AREA 150 SY AREA 188 SY 76+p0 / TEMP SILT/TREE B PROTECTION D-04 FENCE (TYP) i EDGE OF VE(-_FTATII)N SEE NOTE 2 MH-24 NEW 66" SN72 FRP TO INV=165.13' �* * STA 126+60.06 REPLACE EXIST 54" RCP 2* * * * * * * INV=165.27 N 745259.42 * * * * * * E 2135697.14 STANDING WATER O CITY OF RALEIGH NEUSE RIVER ` D.B. 11588, PG. 2190 \ PIN 1734557504 1 J CITY F RALEIGH * * * * * D.B. 11588, PG. 2190 * * , * PIN 1734557504 X. ••k:.:;:::••..:::••:"'•�% � EXISTING 60' '`''%'%•*• - I SANITARY SEWER EASEMENT Q)44/ /y- 10'ASPHALT Q) \ 1200 _ I \ `PATH CO j 41 VU SMH117045 TOP ELEV. = 172.(' JQ INV. ELEV = 152.7' �. N ' W' co co N H _ W O (.0u') � LO 00 O II II W r II II UI H II II Z Z O 3 z z z j Z -- LU � -� opj O cfl cM CO 0 V N � J II Z O H Q Q Z ci z z LU j 100 YEAR FLOODPLAIN EL EXISTING GRADE V 687.97 LF 66" FRP SN72 @ 0.05% 575.40 LF 66" FRP SN72 @ 0.05% 585.29 LF 66" FRP SN72 @ 0.05% M r N 145 O 117+50 N N 0 W Q� 0 CD0o Cy)O J 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 190 185 180 175 170 165 160 155 150 145 130+00 5' 3' 0" 5'10, VERTICAL SCALE 1 "- -5 50' 25' 0' 50' 100, HORIZONTAL SCALE 1"=50' NOTES: 1. UPSTREAM MANHOLE IS LOCATED APPROXIMATELY 364.63 LF NORTH WEST FROM EXISTING SMH101200. THE INVERT INVERT OUT ELEVATION AT THE UPSTREAM MANHOLE IS 174.40'. 2. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested Impact Non -Forested Impact CONCURRENT REVIEWAPPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal Laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal rules and regulations. The approval of this electronic document is only valid if the document has not been modified and the digital signature below is valid. City of Raleigh Development Approval: PUbIIc Sewer Collection / Extension System The City of Raleigh consents to the connection and extension of the City's public sewer system as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # Authorization to Construct See Digital Signature ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Public Works Department at (919) 996-2409, and the Public Utilities Department at (919) 996-4540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. Failure to call for Inspection, Install a Downstream Plug, have Permitted Plans on the Johsite, or any other holation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of -Raleigh. FINAL DESIGN NOT FOR CONSTRUCTION m O z W U) D LL O 0 O 0 W 0 z Q C0 z O C0 > W W Q 0 ,,�geeeeeee�,,� r\N CAI?pZ o• •••........•�y-- ?�o�ESS/py9q ; ?a SEAL 34362 • c c� 2 � E� V O Cq N Co LO c rl- N .o C11Eo °" V J O z Co Qi L V> U 06 Lo U co m Q Z J ON L.L Q0 (n w O o U Z W 0 UJ UJ U ZZw of = w % ~ O (D z + J w Z Cn I- V , U) LU LL 0 U DESIGNED: WPS DETAILED: FILL CHECKED: CES APPROVED: DLC DATE: JUNE 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-10 SHEET 15 OF 37 X X U 6 CO rn 0D O 7 U) ca U 7, a 0 w Q� 0 00o O J LLoa- I ` I `N. I I STMH \ ^ \ \ RIM=174.28' INV OUP=70.91' NEW 66" SN72 FRP TO \ / \ REPLACE EXIST 54" RCP / i . ` \ MH-26 / WOOD CONCR`1�7E PIERS I SMH104241 ` N1 GRAVEL PATH STA 140+55.87 / PIERS \ \ -n TOP ELEV. - 176.4' N 746540.72 (TYP) EXISTING 0 I INV. ELEV 153.0' MILBU NIE AM 100 YEAR FLOODPLAIN \ \ FiGyeF - E 2136250.81 SEE NOTE 1 GUY WIRE \ I INV. ELEV 154.0' (15") ASSOCIATED.B. 15978, PG. 2605 \ MCA/ - _ EXISTING 0 I PIN 1734662494 UTILITY C'qQ - / D EDGE OF VEGETATION . \ / ' _ ' 1 - - \ � �• � - � � � POLE =x =x x= x= SEE NOTE17 _ = x = r = x = x = x = x = x = r 1 -i MH-25 I r x =x =r '=x `=r `=x `=x '=r '=x `=x `=x ==r '=,r'�=x �------- - \ STAf DIN `dATER � \\ Z STA132 45.35 = x =x =x ==x '=x `=x `=xx= r _ + r x =x =x ==r '=r `_ `_ =x =x r =x =r =x =x =r =x =x x= =x •x= xr tx= =r =x = _ -� \ Q ��, -0ON SHEETG-1 / N745797.35 = x = x = x = x = x = x = r x== r = x x x x x x k .. ....: .:..*::::: •k,:: .::?•:pv'•:';!:•: I \ \ \ I = ` x x r x x x = x = _ :.t:•: 1•r:•.::•}..:: x: x:; :::.: t :•r:: i:'r ' •: r:e '?+T3: x x. •::::7 •: •::•r.t•$ :.t•.:?t — — — \ x r i r x :.i•. •::...t:: •::.:ki2::'•S:•.di:S'•'r:•.. :. i' •>:: •::..: %•: • •:.::.t. •::::. \ x +l x :•:•Y:•'r •..... ..: F....:::•.t.•:::• ::•x :• :•. :•.b.::•:. • r ''a:? :•.3.• :•x :• :::• :•.. • • ..t.. O E 2135927.79 x •.� �:: • •:.t:: •..... ..3:: ••:. �:: r.•: • •::::.t::y'y•, •.:•�:: ::..•: • ..t........ ..r.....:}:• ��:::.:•�:: •:. �:: x.; •...:.t:: ••..... ..:::... ;.. :• .t.•• :•:.::t:4 :::::• :• ...... ........ ....... ........ ......+h........',, :• :::::•x:• ::•:.t.:• :•:... ..... ::::. :::•:... .....d..:::{•?14ti�}{ti :•:. •::..... {::.. ::•w:• ::.�,�t, :•ti::'� .....f;{::..... — _ :: x.; •:.::•:.:t:: •:: ?!•:t:: •::::: ......t : • •::..t:: •.::: }; r:::::.:: i; •.::::t:: •::::: x•: • •:•:t:::. l.;...::t......t:: •::.:. }:: .... •:. x.; •:.: .. : .....: ... ..... ::•:t;::.::•:::t: / I — _ _ _ _ ..... •Y•: •:. � :: R•: • •::::.t:: •:: ;l;,:...}'•}:{JC:: • •::::.l.}• ••i:•:: ;1,F•;}' •}:•:: x: •. � :...q. ..::::.t:: •:::.:•X•: •:. � :: x. 4. ....... ..t:: •::. � :!i•: • •::.:.t. • •::... � � .. . ..... 4. �•:::::t:�}'�:$:::�e�.{;i::?•:...:: x•: I _ t.. ..... %. .....t....... .:::.: yA .... b. • ::::•.t :...... .....: I•: • •:. •:. ::7id� � ir. ti•:;l::ir ti:T.; —.. _ _ ..... x. .. ........... ................ .....�l�.•. • :::•.•X.. .....4•.• • ::•.:. ........ ......:: .....•Kti� � tiu •:i.:• ::{•X•'r titi{•.:.r. :• :.r:..: •........... !S:�'':•..:.4.•. • :•.:.•x•:::•.. •.t•.• • ::•.:.t.:• •: — — — — :: •. �::: •. •: �:......�....... x.......t........ }........ .... .....3. • ••: � r:: x•: • •::::.t. • •::. �.t:.....„:,,..:...e� ''�'•i....... x. ... t........ }•: •::. �.t:: • :::: x•: • •::::. � ,[ 1 m _ •:.t. � •::?r., ..... x:• • ::• :•.r.:• • :::•.t.•::::......... ........... .a•: �•:•.:.. �..: •r.• ;:c::• ;::::.: � t.:• • :•..'?}....... •x•: •::. . .....:: w;• •::::..y.::::.x;:::: • :•.r.:• •:: •.pr.•:::c::•w:• • ::•.:::}•: • •::::.a }: •:.•x•: •:: \ I ..... ..... .. ..... ...... ... ........ •i:•::. .....•. N �(LLII� ....... •::.. � ....: .....:: •. � ::. ....... ..... x•: • •::::•:r:: •:::.:•x•: •:.t•x•� :...... ....... ..... ....�r. ....•rtrty............ � :: l±r:;: • .x:..:..:.r.:::. � .:.a�:: •::..:.r: •: •:.::•::•::•:� •. � 140+00 138+00 139 ....................... r: trf r .:.............. w•: ..::::::.�..:::.�:::::.�:::::•::::::.�:::::.�:::::::•sr:�r:rr::�r::r::�r:rr::�•r:.x•: ••:::::.�:::. •r h•• .'00 ............................. ......... 13 — ; .......... :• ::::::• ::::........ :.::::•::•x::::•t::t::::•.s.;} :• :•• x r y;::::X::::.::•t: r::. r: :::•::•x::::`::4:: • _ CD.....:: •• .....:: •.�:::• :� �::•...:::::.�:::::.�:::::: •::::.:::::... .:.;•. •.�::: •: •::::.: ••::.�. • .:... 10' ASPHALT PATH O - i - _ _ - \ n o •• - _ _ � - - - - TOP ELEV. = 182.9' JV=169.55' \ �� \�\� � � �/ _ x= SF - SEENOTE3 INV. ELEV=153.5' �\>> /` (TYP) C SILT FENCE O CONNECT EXISTING rr;� =xr= = i l'x=r Y' xx = x ,' }=x x,+,' _ },'x CONCRETE PAD � EXISTING 60' D-04 OUTLET (TYP) C TEMP SLOPE � , / 15" SEWER TO = 0 `SP-f 4L F kO-F = = x x 10 ASPr.ALT F-,1TH SANITARY SEWER / '=r x=r =r '=x ==x . r= =r WOOD BRIDGE EASEMENT V PROPOSED MANHOLE r = r �' =C(T� SAD x = , _ . , D-06 DRAIN (TYP) \ % MILBURNIE DAM I r r x r = x O ANTI -SEEP D ASSOCIATES, LLC '�/ I� D.B. 15978, PG. �� COLLAR (TYP) D-02 � r) CITY OF RALEIGH a CLASS I RIPRAP BANK A AREA 173 SY STABILIZATION D-06 D.B. 11588, PG. 2190 I PIN 1734557504 I � I SMH I TOP ELEV.=168.7' cn INV. OUT=155.1' 190 185 180 175 170 165 160 155 150 145 130+00 2605 DAM STRUCTURE 'IN 1734662494 B TEMP SILT/TREE 0 D-04 PROTECTION �- FENCE (TYP) SEE NOTE 2 / �NEUSE RIVER Ln NQ< � =>(j�-ZZ� H z _ co � - CD N CD `.7o 2 Lf7 T N (0 L0°p + O- N O II II �� J LU Lu >Q Q -z O z �o� 2 U r-(nz rn I� CD + I� _j LU Q> _ WLu > CO L() _ M O I,- O 2 LLB M : O 00 r- � — F- NC � 11 II w CO l,l z z lu -»Ow �U)xzzz> 100 YEAR FLOODPLAIN EL EXISTING GRADE ` 810.52 LF 66" FRP SN72 @ 0.05% 753.65 LF 66" FRP SN72 @ 0.05% 585.29 LF 66" FRP SN72 @ 0.05% 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 190 185 180 175 170 165 160 155 150 145 142+00 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' w 1/lTr r-+- 1. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING STORM MANHOLE WITH A STANDARD CITY OF RALEIGH STORMWATER MANHOLE AT THE CONTRACTOR'S EXPENSE FOLLOWING INSTALLATION OF INTERCEPTOR. 2. DAM STRUCTURE IS THE REMNANTS OF THE MILBOURNIE DAM, WHICH HAS BEEN DECOMMISSIONED AND IS NO LONGER A FUNCTIONING DAM. 3. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested Impact Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION 0 m O z w C0 D LL O 0 Ir O 0 ui Ir 0 z Q C0 z O C0 W Ir w Q 0 c ca _ Q_ E o V � 04 N U2 Co LO o N M °" V J I �z Co Qi L V> U C46 LO I ti U co m Z J 0/ L.L Q0 UI o a_ O = W U)W + C) I_W zLu D LU w U) ZZw wp = w > ~ O V(n� z0 Ljj Jz Ca I..1_ v, Lu L 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-11 SHEET 16 OF 37 0) X X U co rn 00 0 0 U 0 W Q� 0 00 O J U-oa- CURB & GUTTER \� SIGN (TYP) Q CITY OF RALEIGH 10' ASPHALT PATH Q D.B. 5238, PG. 664 Q2��A PIN 1734670537 A Q� RIP RAP CONCRETE L SEE NOTE 1 Q �'' nn / I / Z V' 00-0 10' ASPHALT PATH Z%J. V ♦ ♦ \ �� GUY WIRE ANCHOR (TYP) — % (.S � ♦\ Cp �� ♦— TEMP SLOPE / _ —_ _ — - — Q'�" UTILITY POLE(TYP) 06DRAIN (TYP) (96 SEE NOTE 17ON / — _____ / MAG%SgT 00� CITY OF RALEIGH / // -� _ _ _ _ _ _ kp , , ; , /• \ `\ \ \ _ L \S D.B. 5238, PG. 664 F TEMP DIVERSION /, /� �r f- — / N:746645.945' ♦ - \ — \moo D-05 DITCH (TYP) / / // / / ♦ _ <v \ PIN 1734670537 / /// / — / E:2136404.138 � _ — _ �V ♦ /hl / / /// \ / i � �— _ .- ♦ /•. EL:177.83' ♦ — — — J EDGE OF / ♦ �o �, 7q _ _ _ _� — _, <` NEW 66" SN72 FRP TO ROCK 1 SPHALT PATH I ♦ `V Sx0 — ti ♦ ` REPLACE EXIST 54" RCP OUTCROP GREENWAY _ — — \ \ `\\\ �� ♦` \ MAG/SET / ` / \/ / / / // / �� SEE NOTE 2 MILE MARKER ♦ — — — \ \ \ \ N:747118.171' BENCH .00 / TYP <`� \ \♦\ \ 21 6706.608' / / / // / / / q' / -- 1 MILBURNIE DAM / ♦ \ �� 7q x \ ,, \ �L:1 7.��' / ii/%� l/i %/i/ i�'/ ASSOCIATES, LLC ♦ :• ::: �\ �Op I \ \\� \\�� \\ �� \� �� l�/i�5p Op' / ///.. D.B. 15978, PG. 2605 :.•\ \ \ \ \ \ \ i �_ PIN 1734662494 ;:•:.;.. \ \ \ \ �\ ��♦\ — �� — _ _ �G'j / / / �� /./J'/ / 1/•. .` 'ter'+,t't.'}�:i•. ` \\ � \ \\ �q \ ��`\ \\ - --_�� ///�/ / .// �_% / �TOP OFRIVER BANK . / C SILT FENCE \ ; ' .'♦ �\ �x00 �l \ - �9k00 / / / / / �� ♦ ' I D-04 OUTLET (TYP) ♦ \ \ \� �S, — — — — — MILBURNIE DAM ♦ \ \ \ \ 26.38 ASSOCIATES, LLC ♦ \ \ — _ — — — —' / / / ♦ \ — _ _ _ — —' Or'o. // / ./ EDGE OF VEGETATION I D.B. 15978, PG. 2605 PIN 1734662494 ♦ �� \ g8x00 I 100 YEAR FLOODPLAIN \ I I 195 190 185 180 175 170 165 160 155 142+00 i♦ / O � �1 MILBURNIE DAM O TI I ASSOCIATES, LLC ry � < < 1 ♦ D.B. 15978, PG. 2605 t � C� ♦ `IN 1734662494NNI 143+00 MH-27 STA 148+03.52 N 747107.80 E 2136747.21 -00 /.. EXISTING 60' SANITARY r SEWER EASEMENT SMH103130 TOP ELEV. = 185.5' INV. ELEV = 153.7' '_ NEUSE RIVER m �- N 10 O W LO > ri _Lq Li O o CO- c\i `r U CO 11 a-z c� O o Q EXISTING GRADE / _��2-->> 100 YEAR FLOODPLAIN EL - 753.65 LF 66" FRP SN72 @ 0.05% 810.77 LF 66" FRP SN72 @ 0.05% 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 195 190 185 180 175 170 165 160 155 154+00 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' I�IrITCC• 1. CONTRACTOR SHALL CAREFULLY REMOVE, STOCKPILE STONE COMPASS, PAVERS, AND EDGE PAVERS PRIOR TO PERFORMING ANY WORK IN THIS AREA. ANY DAMAGE TO THE STONE COMPASS, PAVERS, OR EDGE PAVERS WILL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL REINSTALL STONE COMPASS, PAVERS, AND EDGE PAVERS DURING FINAL RESTORATION. 2. DAM STRUCTURE IS THE REMNANTS OF THE MILBOURNIE DAM, WHICH HAS BEEN DECOMISHNED AND IS NO LONGER A FUNCTIONING DAM. Forested Impact Non -Forested Impact FINAL DESIGN NOT FOR CONSTRUCTION w LL O 0 of O U w 0 z Q C0 z O L0 w w Q 0 c ca E o V O 04 N U ._2 W U' rl- N M .o c d 5 °" V a0 J � �z Co Qi L (D V> U 06 LO ti U co m Z 0 L.L U� o O DUI w� z � W Q uj w U) ZZw 0�Q = w > ~ O V(n� z0 — LI Cn "t Jz� coa O ~ N� I..L C0 Lu L.L O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-12 SHEET 17 OF 37 X X U 6 CO rn 0D 0 7 U) ca U 7, wl J_ L.L 5 a- LO N cYi 0 N O N N LO 0 W Q� 0 000 O J LLoa- I SMH I HEDINGHAM ON CONNECT EXISTING TOP ELEV.=180.3' 20" SEWER TO CITY OF RALEIGH / THE LIMITED E PROPOSED MANHOLE INV. OUT=170.6' D.B. 5238, PG. 664 PARTNERSHIP UTILITY POLE (TYP) 100 YEAR FLOODPLAIN PIN 1734670537 / D.B. 5784, PG. 739 MH-30 1 I PIN 1735708156 SEE NOTE 17 Ci STA 162+06.57 ON SHEET G-1 I Q N 748475.66 STA 58+12.29 1 1 \ E 2136494.22 — — — — CITY OF RALEIGH N 748081.87 +� D ANTI -SEEP * ' ++ ++ * +* *+ +' +* * ,* ,+ + * * ' ++ ++ D.B. 5238, PG. 664 B TEMP SILT/TREE + * + * * * * * + + * / I i D-04 PROTECTION E 2136512.49 ' ++ *+ * * + D-02 , COLLAR (TYP)' + * +' ,+ ++ + * +' ++ ++ * * ++ +' + . * \ \ \ SEE NOTE 1 PIN 1734670537 + + * ' +' + * + + + * ++ + + ++ +* + BENCH FENCE TYP + + + + + + +.::.::. :s:::•. ` `L°' * * ++ +* ++ * * ++ ++ ++ * +' ,+ ++ + * ,+ ++ ++ * * ++ '•:•?• k '\ \ \ 4' WOOD FENCE (TYP) + * + + + + + + + + :; :: :•:. 0 CSC +co + �� 'ik::::::: :: I �o ANDSCAPE TIMBERS :.Y- rr:•:� •.: •. . ..... .... G RE E N WAY MILE ::::^?�:::::;��:�:�:�:� �:�:�� • ::::�`��s�'•` \ \ fRl YL SHED r ::... ........ MARKER (TYP) ::: •'::'::::::..:3::::::;: STA 156 20.29 N _ �..: •:::• ::.::. ::::::.:::::.: '9 _ .�..1•::.:•::•:•� .::•::•:::�:•::;;x•::•:: �� :•:. •: • 3 7 � \ SIGN TYP N 747899.60 I ::r•: . .:::::::::::::::.: •::�... f•• / TEMP DIVERSION 5- J 1 5 SEE NOTE 3 E 2136572.84 i 1 F. . D-05 DITCH TYP 6 + /+ ♦ \ \ 0 ASPHALT PATH / \ ABA N* \ / 7 / / > + O / 1 8 + + 0 J / � 6 / EXIS SMH 4 + , + + + RIM 189.38 �/ /i/ �., • +..,.i •I * + / \+ * ++ + ✓ + + + + + + ♦ Cp \ \ INV OUT=183.39 /� ; ,•. * ABANDON +> + + + + * + + + +. + + ♦ \ i \ 1$5 5�i I + +� + + * * EXISTSSMH +** -� + �* *+'+ * * * +**+ + +`+ ♦♦ \\ \ \ \ :\ / / 1 . + + J i AL BO RD (TYP) SEE NOTE 5 *�+'+ * +�+ ++ f~ * + + - + � **+ ++ * + * *+ +SMH�11323 + ♦♦ \� \ 7gs \\ 'ti' ,� + + + + ✓ ++'+'+ ***+++ + TSU + ++**+++ +• * + +**+* +++++++++,TOP ELEV. = 180.4' 0 C SILT FENCE �+ I + + + + + + / `/ J j tx/� /', + + + ++�+ * + * D-04 *OUTLET (TYP) + * + + + + + + *+*+ * +++ + ,'+ +++ INV. ELEV = 154.5' * + + * + + + * + + + + + + + + + + + + + + + + + + + * + + + + * + + * +++* + + + *++ + ++ + ++++ + + + + + ++ + + *+ + + + + + * + + + *+*+ + ++++INV.. ELEV. = 162 3 2Q SEE NOTE 2 + ♦ \ \ \ \ / + + +/ + + * + + + + + + * + + + + + + + + + + + + + + + * + + + + + * + + + _ ,f �Ofd�R�T*Pf447' + * + * BIER T PAD + + + + + + + * 1V1H-31 + 0 /��/•t'' xpp i , J + * + + SMH14787 + + + + + + + * * + * * * + * * * + + + EDGE OF VEGETATION +STA 165 44.16 +++ + ♦ \ \ O \ f _ + , + + + + + + * + + + + + // /, +* * +* C01V�GtR+T,RIDC *+**+ * **' '++ +'++ +++ *+++ T+ + + + T + + ++++ ♦ �� \ x J / —i i + + + TOP ELEV. = 18 .7' + + + + + + + + + + * + + o Al / i / / 0 / + *+++ + * +++ * + *+ + + '.INV. ELEV= 15 5' * **++ * ++ + * + + * + + * * '+++ * + ++ + + ++ * ++ * ++++ * +++++* + +++++* + +++* + +++* + + * + +*+* + /15gk0/ ++ +++++++++++*+*+++++* +++++++++++*++a++*++++++,+,+++++++*+++++,+++++*+++++++*+++++*++++++*++++++++*+++++,++++++++++++++,+++++*++++++++*++++++* E2136675;5C .++*+*++ +++ +*+ ++ +*+*+ ++++*+++ ++++*+'+ +++'* ++++*+ ++++*+ + ++*, + + *+++ + + ++*+ * ++++** + ++*+*, + ++*, + + *, + + * *, + + * *+ + *++�(�*LI++ +f��*� ++++ + + *+ + + * *+ +MH105994 + �� G // /+++++ ++++ * + ++ *+ * + ++ *++* * + ++ *+ * + *+ *+ ++ ** *+ ++++*+++ ++++ *++* ++++++ * +++++ *+ ++++++++++++++ ++++++ *+ ++++ *+ + +�y1 V�171 TAM WV ++ +++++ + * +++++ + * +++ / + + + + , + + + + + + + / // + ++ +++ ++ + + + + + + +++ ++* + + + + + +++ +++ T PELEV.=183.3 + + \ j / T NEQSV + * + INV. ELEV = 154.5 _ _ + / / / / + *+*+++++ +++++ +*+++** *+*++++* *+++**++h*+++**+*+++++++ *++++*+* *++++*+* ++++++ * +++++* +++ +* * + + +* * + +*++ * + +*+* + +*+++* + + + +*++ + ++++ + ++ *++ + ++ + + + + ++ + ++ I + + + + + + + + + + + * + * + + + + * * * + + * * + + + + + * * + * + * * + + * + + + + + + * * + * * + + + + + ++* * + **+ *+**+*++ +*+++*+++++*++ ++++*++++++*++++++ ++++++*+ +++++*++++ ++++ + + ++++ + ++++ * * ++++ +*++++*+*+ +++* ++ +++ + **++*+* ** +++ * ++ + + * + * + + * + 2 / / + + + + + * + + * + + * + + + + + + + + + + + *+ + + *+ * + + * + + + + + + + ++ + + + * 4 * * * * * * * * * * * + *++ * * * O + + + + + * + + + + + + + + + + + + + + + + * I�AT SHIP + * *+ * + + *'d/IN.$ #MCP + + /// /�/ +++ **++*+*+++;*,*+*++*+*,**+++'+*+**'+'*;*+* +++*+'+++*,*++++*;*, *+++*+ + **++++*+* +++�++*+++;***`++ ,*173�7*8156+*+***++ *** +**+ * * +**++ �+ *+* * *+ + + + + TEMP SLOPE + + + + + * + * + * + + * + + + * ' + * + + * * * + + * * + * * * * * * + * + * �` + + + + * + + + + + + + + + + + + + + * *+ + ++ +++* *+ * ++ * * ++ * + / NEW 66 SN72 FRP TO PiN Q P �/ / vim/ D-06 DRAIN (TYP) *++*+++++'++*+ *+++ ++'+++ ++ ++++++*, +++++*+ ++++*+*+ ++++*****++++++ ++++*+ * +�+**+ * ++***, + ++***, +++***+ ++*+** + +++,****+ + ++***+ + ++ REPLACE EXIST 54" RCP **** *, + + + + + + + + + + + + + + + + + + * + + + + + + * + + * * + *+ * + * ** + + * *+ + + ***+ + * ** + + ** + + *+ + + + + + + + + + * + * + + + + + + + + + + + + * + * + + + + + * + + + + + + + * * + + * + +* * * + * * + + * * + + * + + * * + + * + + + * * + + * * + + + + + + + + + * + * + + + + + + * + { +++ ++++++ + ++++ + ,++*+* + ++++++ + ++++++ + ++++*+ ++++++ + +++++* +++++++* *++*+*++ *++*+**+**+++**+*+*+++**+++**+***+++**+** *++****+ *++****+ + + + + + + + + + + + + + + + * + + + + + * + + + * + * + + + * + + + * + + * * * + + * * + + * * + + + + + + + + + + + + + + + + + ++ * + ++++ + + ++ + + * ++ + + ++ + + ++++ * + ++ + + + +* + * + * * + + * * * + + * + + * + + + * + * * + + TOPOF RIVER BANK * *+ + * ++++ * ++++ + ++*+ + + +* + + * *+ + + +**+ + +****, + ++***+ + ++***+ + *+***+ + *+** + + ***+ * ***+*+ * `C + ++.+ + + *+** + + *+*+ + + *+*+ + ++***+ + *+*+ + * ** + + * *+ + + * *+ + + * *+ + * * *+ * * * *+ * * *+ + + * + N �NEUSE RIVER \ + +*+* + ,+++++ + +*++ + +++++* ++++++ + *++**+ * *++**+ + *++* * + +*+* * +*+**+ * +*+*** * +++*+* * + + + + * * + + * + * + + * + * + + + + * +++++**+++ ++++++++** *+ ++++* * ++** *+* +++* +++ ++* +** ++* ++* +** ** +** +** ** + + + +.... + * * + * + + ++ * * * + + ....+ ** + + + * * * * + * * * * * + + * * + * + ++ 195 190 185 180 175 170 165 160 155 150 154+00 ' 2: co �' O - ( cor- > - M � O�CO, M ULO�� II = o °o- Q I I 11 z O Q coErZ Z On T O 00 2i�fnQ'-Z '� S �rn -� LuN O oOLnrn 0 + �- IN 1 _ CO co II �� II II Q II ZO Z O N� 2Q¢> _ CO O ~'N -o oq ��0 Ln _ _ �o�L011 w II II ii-z O :E Z Z Z w .-. co > - CO C) C4 N O M �Lq OO NM CO Nl) OC) (j N r + ~N00_,L2 �R 11 11 Y- II II w 11 11-zZ p� z z_ z Lu o2f 100 YEAR FLOODPLAIN EL EXISTING GRADE / 192.00 LF 66" FRP SN72 @ 0.05% 394.22 LF 66" FRP SN72 @ 0.05% 810.77 LF 66" FRP SN72 @ 0.05% 337.58 LF 66" FRP SN72 @ 0.05% 428.80 LF 66" FRP SN72 @ 0.05% 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 195 190 r 85 J LL1 z 180 175 170 165 160 155 150 166+00 w C0 D LL O 0 O U Lu 5' 3' 0" 5' 10, 0 VERTICAL SCALE 1"=5' Q C0 z 50' 25' 0' 50' 100, o w HORIZONTAL SCALE 1"-- 50' 1 1 1 1 1 1 1 1 1 1 1 of A Ir1Tr Cl. 1. CONTRACTOR SHALL REMOVE, STOCKPILE, AND REINSTALL EXISTING BENCH AT THE CONTRACTORS EXPENSE. ANY DAMAGE TO w THE BENCH SHALL BE REPAIRED/REPLACED Q 0 TO MATCH EXISTING. 2. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING FENCES AT THE CONTRACTORS EXPENSE TO MATCH EXISTING FOLLOWING COMPLETION OF CONSTRUCTION ACTIVITIES. 3. CONTRACTOR SHALL INSTALL TEMPORARY 6' CHAINLINK FENCE ALONG PROPERTY BORDERING EXISTING EASEMENT AND TIE INTO EXISTING PROPERTY FENCE PRIOR TO PERFORMING ANY WORK. CONTRACTOR SHALL MAINTAIN FENCE THROUGHOUT DURATION OF CONSTRUCTION ALONG THIS PORTION OF THE INTERCEPTOR. ALL COST ASSOCIATED WITH TEMPORARY FENCING SHALL BE INCIDENTAL TO THE PROJECT. _ E o 4. ABANDON EXISTING 54" RCP PIPE FROM u ( 0 N m MH-29 TO MH-32. a00 00 W �U)N 5. CONTRACTOR SHALL CUT AND REMOVE A O c\j MINIMUM 5' SECTION OF EXISTING 20" SEWER > � Co AND PERMANENTLY PLUG EXISTING 20" Cu c FL o SEWER LINE AND ABANDON SEWER. Y V � °" O Forested Impact J z W A. - Non -Forested Impact (D L > U I 0 ti U CO m FINAL DESIGN - NOT FOR CONSTRUCTION Z J 0/ O. Q0 UI o a_ o �U� w� z w� D LU w U) Zzw 0 = w > ~ O V(n0 z0 —w� CnL0 Jz (0a I..1_ v, Lu L 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-13 SHEET 18 OF 37 X X U 6 rn 00 O 0 C) U 195 190 185 180 175 170 165 160 155 150 166+00 M z — ui ( O °0 _ O C\j_ Cj Lf) _LO 00 0 co p } M r �N�-� 11 11 r 11 w 1--11 11-Z O QQ�i-> >Z ��zZ� U �'� 00 1 ` N + co~ T J W > Cn Z `° co M 2 g��zz Cfl °0 w O 00 > O °MO CO O N iM �U) cG M II II 11-Z O :-> > 2 CO 00 Ln co cod= O_ Ln N (D+ MLM CO ~ � II a F- 11 II z Z O c i� z z z M EXISTING GRADE 100 YEAR FLOODPLAIN EL _ . — — 428.80 LF 66" FRP SN72 @ 0.05% 315.21 LF 66" FRP SN72 @ 0.05% 283.86 LF 66" FRP SN72 @ 0.05% 343.52 LF 66" FRP SN72 @ 0.05% 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 195 190 185 180 175 170 165 160 155 150 178+00 5' 3' 0" 5' 10' VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100' HORIZONTAL SCALE 1 "=50' Forested Impact Non -Forested Impact O z w C0 D LL O 0 of O U Lu 0 z Q C0 z O C0 w of w Q 0 \V 2 E O V O N Cu W Cn N M .o ' cu c F °" V O J z Co Qi L V> U C46 Ln I ti U co m z J 0/ O. Q0 UI a_ o o �U� w� 0 z LU w w� U ZZw wp = w > ~ O V(n0 z0 —w0- W Jz� �a I..L Lu LL 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 0 w Q� 0 000 rn O J LLoa- FINAL DESIGN - NOT FOR CONSTRUCTION C-14 SHEET 19 OF 37 X X U 6 0 rn 00 0 0 C) U W Q� 0 000 rn O J 0oa- T T I T SEE NOTE 1 I I I I 1 \ \ \ � � / T \-, I I CLASS I RIPRAP I I I \ \ MH-36 CONNECT EXISTING wCO AREA 12 SY TEMP DIVERSION F STA 183+62.01 I a I I I I DITCH (TYP) D-05 �N 750246.00 8" SEWER TO a I 00 INA77.05' ► E 2137513.55 / TEMP SLOPE C O / PROPOSED MANHOLE M G/SE� I I 100 YEAR FLOODPLAIN \ - - \ _ �/ / DRAIN (TYP) D-06 T SpRFyc, / \ DI R4M 188. 1 I N:749 2.876 _ I - - _! �C T O DI RI =189. 4' I i;..y \ E:213Z2 3.5664 { _-�t---------- ----� \\� E GE OF PORCH / T vF�R/� I _ _ / T 1. — _----------- 1 ------ = _ - ti�\__ �DGEO PORC�i TO L ___G --------- —185— --_ / / J — — — — — — \ \ \ \� � VDGE OF POR / 2f --- --\ - - = ---163+00-\�O�/-9%` - \ / VD G E O O RC�i %` _IDGEOFCONARETE 54" RCP_Pipe /DGE FPORVH I �/ % I EDGE OF POR�H �- 0 _ n o - - x x = ♦ \� 18S \� \GE OF 4ONCR TE C CSC xxxx , « . . . . «xxxxx x x = =xxx = `� ~�'\\� ��\�. xOO \�� \ \ x...x===% xxxxxxxxxxxx=== :" k\\- �� \�� \ / �DGEO CONC ETE �C� J / i xx =______....=x•....xxxEDGEOFVEGETATION YYY=;.=•__.... ....xxx `VV� ��\ �� \, �� // i i / 7 01-0 _= xxxx A xxxxxx====x====xxxx= •x 2� �- �� xx =x. _._ ====STxABx = � D-06 x....xxEDG=xGF�WETL.A,b,3Y..==xxxxxxxxxxxxxxxx............ __....... �� t ��\ �\\ I �� \/ _ / / /� x =_ _----- 18 O � xxx xxxx =_ 'xxxx'.====x====xxxx= =====x=x====x====xxxxx = � � � sx \ \ - _ CLASSIRIPRAP =__=====xxxx xxx==xxx=====___xxx xxxx=xxx = ��\� 00\ \\ ��pP-€L-E'V.=1 0.8' SE xxx ==xxxxx =____= xxxxxxxxxxx=x====xx=x==== x==xxxxx = \`_ ♦ �� Cl <'. x%%%%=x==x=xxx== ._ _::x xx===xAREA74SY __________ =x====x===xxxx..................==x xxxxxxx .......,x �\�\ 1g0� �� I OUT=1 9.8' x ��A ............... ..x xxxx=MH-35x xxx................ x.TFiE CLJSLJ E........_=====x.......................xSMFi121031 .. .. ...xxx ��\��\��\\\ � � — / / / // i/ / / ♦J TOP __ ________ ==xxxx xxx xxx, STA179+09.56=====____=====xxxxxxx � � � �� \ /• 0 ` ............... __= xxx .....xxx=====_____= xLIMFTffl=xx;.....xxxxxxxx==xxx=====______=....x = _=====x=== �\ \� �� \\ S 1 � _ _ _ _ _ _ N 749901.55 xxxx xxxx = xxxxxxxxx = \ \ �` _ / 2 (f) _..xxxxxxxxxxx .... xx. E2137220.17 `x x xx x x x x x x x x x.... __PART�lEF2Si�.===xxxxxxxxxxxx.................. . ... �NV.ELEV=155x7 .-xxx ,......��\ �\�RCp. \ 8�x00� -\ - - / p� _ ===xxx== xxx0• xxxxxxxxxxxx =_i�X x x x x x x x x x k xn�< _ _ _ _ _ _ = x x x x x =� _ _ _ _ _ ,p+ N � __=====xxxxxxx xxx x = __::_____=====xxx ,=f'G`.939`==x=xxx==::===xx ==x===x=====__ _= x x4"�/INYL'FENCExxx==xxxx •\\\\ r\\e \'� \�\ ,\ - � //i // // �/ __ . _ _ _ _ _ _ _ _ _ = x = = = = = x = = = = xPIN�735�6946 x x x x x x x = x = xxxxx _ _ _ = xxxxxxxx SEENOTE3 =_______=====xxxxx xxx==xxx=====_____ ______```�` J <xxx==xxx==== _= x====x=xx=====xxx xxxxxxxxxxxxxxxxxxxxx NEW SN72 FRP .......... _ _ _ _...... (TYP) .............xxxxxxx........................xxxxxxx.............. REPLACE EXIST 54"RCP x x....................... (� �� ........................xxx=xxx==xxx===................xxxxxxxxxxx====...=====x.....xxxxxxx.xx===x==........_ �•• �\ ; ;� F �/ � x...= _%___ � __= xxxxxxxx x ==xxxx =_____=====xxxxxxxxxxxx ===xxx=========x===x xxxx==xxx=====__xxxxxxxxxxx J � _= x xx _______= xxxx=xx=====xxx==__ xxxxxxxxxxxx==== x==x====x==xxxx =_ _=xxxxx=__=xxxxx __ _•'�....�� ./ ______ ___= xxxxx==xxx== xxxxxxxxxx=== xxxxxxxxxx xxxxxxxx .xxxxxxxxxxxx - �LxpO_ / f ' xxx SILT FENCE,= C x..xx.� O ...........xx.SfVfiFf124290xxxxxxx........................................................................x...............................................xx xxxxxx = =====xx / ;OUTLET (TYP) . D-04 _...xxxxxxxxxxTOPELEV.=183.3' ........__=xxxxxxxxxxxx ......................==__=xxxx................__ _______===x................xxxxxxxx=_xxx=_.........__====xxxxxxxxxx=x==x=== C� _=====xxx xxxxxxx =xxx======xx=====______ _= xxxxx==xxxxxxx=xxxx .xxxxxxxxxxxxxxxxx=====x _ - ==x xxxxxxxxxx _ CONNECT EXISTING 8" _ _ _ A •::'�..: •. j ...........=INV.ELEV=155.4' xxxxxxxx%x.........x=====.........................xxx=====____.......... .......xxxxxxxx=== ====xxx.xxx.........==xxx==xxx=x.. .......__ xxxx.... <xxxxxxxxxxxxxxx Q xxx xxxxxx:INV.=ELEV.=Y174.4'8" =.xxxxxxxxxxxxxxxxxx•_____________=====xxxxxxxxxxx......====xxx======xxx =====xxx...%%%xxxxx.Fi CI1 �iAIV1C7NY==== =;;xx%xxxxxxxx xxxxxxx===== `':''"```'�` xxx,xxx'SEWER TOPROPOSED k :'::1:::�;::�• xxx. =;;xxxxxxxxxxx...xx..;;;YYY;;YYYY==xxxxxxxxxxxxxxx ...................=====xxxxxxx...............__`_______==.=;x.x.xxTHE+4EkJiE%=x== xxxxxxx .......xxxxxxxxx ::';;_ _......MANHOLE xxxx............. xxxxx==xxx=_=..LNI xxxx B TEMP SILT/TREE=`=xxx= xxxxxxxxxxx xxxxxx =___ -----=.xxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxx==xxx �= xxx = =====xxxxxxxxx xxxxxxxx =__xxxx xxxxxx=====_______ .xxxxxxxxxxxxxxxxx==xxx==== xxxxxxxxxxxxxxxxxxxxxxxxxxxx ======xxxx xxxxxxxxxxxxxxxx =PAAf2TNERSHIPx===x D-04 PROTECTION ==xxxxxxxxxx= .____ xMH-37= ___________= xxxxxxxx x ................. . . . ........................................................... x ............. _ ............... x x • = xD.�..5784, F(a«�x3..... _ _ _ = FENCE (TYP) ............... SMI-1124289 ..... x STA 188+26.56Y .............. _ _ .......... =xxxxxxxxxxxxxxxx ..................=====xxxxxxxx.............._________________.............= xxxxxx==xxx=x=xxxx x PIII1T3570'8i56=xxxxxxxxx.=xxx...YY==;;;;;;;;xxxx;TOPELEV.=184.4 ..;;YYN750429.45 xxxxxxxxxxxxxx............ ..xxx=xxxx==xxx=====xxx=xxxx ...xxxxxxxxx=xxx==xxxxxxxx=.......xxxxxxxxxxxxxxxxx==xxxxxxx===;;INV. ELEV=155.9' . . . . . x E 2137940.34 .='===xxxxxxxxxxxxxxxxxxxx ..........................................................................................____.......................«...................................%.)NV._ELEV.==177.2'8'==xxx•==.....xxx........................... xx.......................................................................................x...__............................xxx............................xxx............................xxx......................... 195 190 185 180 175 170 165 160 155 150 178+00 EXISTING GRADE C°�CY) => co W o - N co 4 O o_ c`! LO = CO coS n n z O _°6� 12 ❑ > ^� -`�� LO CD 0" OIL 00 f� 00- zp u') -Z Z Z> 2 ��Lo 0 MLf'W Z Z 02$ �o �L�n 0 N N Lf) N LL 00 co _ J = W 0 z � j �_Z Z Z� 100 YEAR FLOODPLAIN EL I_ — i 464.55 LF 66" FRP SN72 @ 0.05% 452.45 LF 66" FRP SN72 @ 0.05% 293.08 LF 66" FRP SN72 @ 0.05% 343.52 LF 66" FRP SN72 @ 0.05% 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 195 190 185 180 175 170 165 160 155 150 190+00 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' KInTI=C- 1. UPSTREAM MANHOLE IS LOCATED APPROXIMATELY 180 LF NORTH WEST FROM EXISTING SMH124290 AND HAS AN INVERT OUT = 176.0'. 2. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested Impact Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION W C0 LL O Ir O U W Ir Z Q C0 z O T W Ir W Q c ca _ I_ E o V O 04 N U2 W U' O N a� M °" V ❑ O Q J IZ Z vU Co Qi L V> U 046 LO I ti U co m Z xJ 0 O./ Q0 UI a_ o o DUI_ I_ wa D LU w W U) � Zzw wo = w > ~ O V(n0 z0 —LLJ w� Cna�O Jz (Da I..L Lu L.L 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-15 SHEET 20 OF 37 X X U 6 rn 00 0 0 C) U 0 W Q� 0 000 rn O J LLoa- INV=183.59' --- _--� OF CO 24"RC OSPREY COVE DRIVE LLLLLLLLL EDCONCTE Er . ....... -T-F -F _F _F T _F _T O A,\N �GE OF / OF ONC ETE %NV-18 01' EDE \ I rr: „r ,,..dl cp `V ABANDON EXIST SSMH i �� l ED E OF IrulJETECj6'AOD F�(`�CE \ �� / E II I I I I C� EDGE OF D@CK DGE OF DE�K"IN \ V=18 57— \ F TEMP DIVERSION \ DITCH (TYP) 4„C100 YEAR 61 — FLOODPLAIN •3 \ \ 7x / ,{ /y ••:#: °:t .;•:;;►:r� r ��r:f �:�: r: r••::+r?�r:: � r.'•'�r r° r;: •:-:x:r ter:' �:a;: r:: •�:d• •?�r:.. \ . \ \\— — — " V \— O I,.;F......};ti::•i':•i3t;{:;:}•is•}'•}:;P:•:T••i:•:ti•:;:$4:ti:. •:.i;{:�:;:;.}:;:•.}i.};;::•i'•}:i:.;►.i:•}:.':•:;1;:., \ \ \ — — �—— *sc;:;:.;: :.;�: %•:. .,;,;: xrfi•:: •:�::+:•:::.. � .r••..:�:•+r,:�c �`�x,� f. � �� •! � — -'10 AS L � - * / •'•%;;::.,'; •X•::{:�'•%:�YCu :ti :{tii;i:x}}};{:;#:::j{.,, a:{tiu'r ti'ni•%ti•:�:tiu::j�i:f''•... / \ \ \ \ \ — . [[.�� y .•54....... x:�........,�..+..::.:;,::.:o-:.:�:�:.;::;•: •• ::..:.•:• ..:�.. •, .,�.•�•.::•:::::,... _ \� — PATH- x x •'x....... x •..:..:.:: tie: x...:.. • • %......'.#�'' •, \ x * x * / ':4: • :•a::::v..: ' :t}:•:.L,%,S,t;:; •: R•:•:ir.,U.•:�:ti4 {''r:1:�:{ti4'i 'vXti�:{{: ::i . \ \ \ '\ \ .......:... 5 x* x x x x * x •••• x x * x x '• ••. %SMHf38618..•i::'•.�::.;�................•�:s:::.: ��••: \— • x * * % x * . * % x * * x H-38::;�::�:•:..• ::..; .; �.::�;.;_::•...::::•:. \ 6xp0�. x* *%%**x xx**%% % %x x**% %% %**x%**** %%%x%xx* * * *% %% * %x % ** %%** xxI*% *%x*% %.%*% % -%%x*%*% % *** ** % *%%* * %%x%** *%x %%* % *xx•.% *•::%:%••%:% >%; %TOP ELEV.=182.2' xSTA191+19.35 , x%*% *...x* NV,ELEV=15'•%:•;,.:::•*.,:•:'•:x..%;..x::% *�x %PUE xN750722.21 --- — — --- %E 2137953.99 % * % % x % x * % x x * x x * % rE*X#S"T4NG sa�Jx 3R[�JTA%F.. * % % x * * %� CSILT FENCE % * % x % % % x % * * x % % x x % % % x * x * * % -% x ,MH-39 \ _ x x % * x % * % % x x x * * x x \ :•d'': % ,n x x x * x * x * x x x * x xOUTLET TYP x * x x % % * % ,SEW2*E%A'�FIMLI�T. % % % ;• % % D-04O- %^( %),% **%% *x %%x % **% %% x **x STA195+86.87 % * x * % x * % * x * % * % x %%% * * % %* %% * %% * %%* * % % %* * x %*N751145.60 SMFi110179 x x* x x * x x* x x x x x* * x*%%%* D ANTI -SEEP *%* %%% B *% * E2137756.40 TOP ELEV.=184.7' *x* %*. x* *%x *x % *% % * *TEMP SILT/TREE° %* x* **% *% %*• %* *%% *•* INV. I%N* V*% .x%*xELExx x xV1%% x 5x* 6%x.x 2* ' D** -04% P* xR* O* T*x Ex * C%*Tx %I* ^OD-02 COLLAR(TYP) .xN •* x%x%% x %% x x***% *%** x x %x**% x * %% %x * x*%* * %x%% x %**** x •%% 'xSM* %H% x%1*0x8-*5%7%% 5 FENCE(TYP), % % �8** 3TOP ELE ='f%%% .* 8 %®I��AipN* .4'* Filk NEQE x % % x x ** % %* x % L*II�1LTE®'%x*%*x*%% x x * x x x x * x *%* *% *%% *%* *%%%*%% %% *%* *%%% *%% *• *%'* *%% % %% x*%% %% *%* %% *%% *% *%%* *%% %%% % *%% **% NEUSE RIVER %% 195 190 185 180 175 170 165 160 155 150 190+00 0� 0� Zj C) ti �10 2 T \\� 7 I vCP _ ( OP ^ �'HEDI KAM*© T NEUSE LIMITED PARTNERSHIP D.B. 5784, PG. 739 PIN 1735708156 EDGE OF VEGETATION NEW 66" SN72 FRP TO REPLACE EXIST 54" RCP �� Z - W _� - com 00 co M co M a0 O oo a� + m, H Lo Lrj II II � 00_ J � II D W II II-Z O� Q Q z c j �-z z j _ cooZS M� T_�� Cfl L0 = of co CD__ Ln� + N T p_ Lu I I M r � II � II II Z _ z z FLOODPLAIN EL EXISTING GRADE 100 YEAR y 467.22 LF 66" FRP SN72 @ 0.05% 356.02 LF 66" FRP SN72 @ 0.05% 293.08 LF 66" FRP SN72 @ 0.05% 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 I I 195 190 185 180 175 170 165 160 155 150 198+50 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' Forested Impact Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION 0 m O z W C0 D U- 0 0 Ir 0 0 ui Ir 0 z Q C0 z O T W Ir W Q 0 c _ Q_ E o V O 04 N U�00 Co LO O N ai M +� m Co Qi L A\ V> w U C46 Ln I ti U co m Z J 0 O. QO UI O a_ L0 DUI wC I_ 0LUw U� Zzw wo = w > ~ O V(n� z0 w 0- Cn Jz (.0a O ~ N� I..L U) Lu L.L O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-16 SHEET 21 OF 37 X X U 6 CO rn 0D 0 7 U) ca U 7, Lu J_ L.L 5 w N LO O N 0 CO N LO 0 w Q� 0 000 O J LLoa- r REMOVE EXISTING MH AND \ REPLACE WITH NEW 48" DIA MH I \ / I � EDGE OF rnniro�T� EDGE OF /0"NG�ETE DI klM=199.38' !�'�_� V 1!l IJJ'�V.VV \ N 751348.43 \ E 2137463.81 \ \ DI RIM=19 .91 \ GE OF CO RETE CO /01AV yFFT C, /6 200 195 190 185 175 170 165 160 155 150 198+50 MH-40A N 751 12.18 E 213f7320.71 _/ I. HEDINGHAM ON THE NEUSE LIMITED ^PARTNERSHIP ^ r � Cl, ' �� , c1 w - ABANDON EXIST SSMH H SEE NOTE 2 & 6 ,:,STOP ELEV.=182.5' .—INV. IN=159.0' INV. OUT=159.0' SEE NOTE 1 — SEE NOTE 3 E 2137599.89 ^ o _ g co co oo r- o d>°o w w _ ooMo OO��L000 LO rl. 't �i ii z z O — — EXISTING GRADE � co > o =o �� 5) 11 i O pp- J w N �-z z p u u)�-zzzw _ > + Z C\lC) Lu 0 > ^ _� rn'n°oo -6 C�+�-�� o u C\l _z � w 2-»w > wN ¢��- N x0P-=Q< w`.cn 100 YEAR FLOODPLAIN EL . . A BANK STABILIZATION D-06 01 JN0 0 0 0 o o 00 + o N SEE NOTE 7 0 It co + o C CONCRETE PIPE D-03 ENCASEMENT _ Q Cn 66" FRP SN72 @ 0.05% 641.49 LF 129.04 LF 60" FRP SN72 @ 0.06% 999.44 LF 60" FRP SN72 @ 0.06% 356.02 LF 66" FRP SN72 @ 0.05% 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 200 195 190 185 175 170 165 160 155 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1" A 1l1Tr t' . 1. UPSTREAM MANHOLE IS LOCATED APPROXIMATELY 187 LF SOUTH EAST FROM EXISTING MANHOLE AND HAS AN INVERT OUT = 159.20'. 2. EXISTING 12" WATERLINE IS FROM GIS DATA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING WATERLINE AND VALVES ON EACH SIDE OF THE RIVER PRIOR TO PERFORMING ANY WORK. 3. CONTRACTOR SHALL CUT AND REMOVE A MINIMUM F SECTION OF EXISTING 36" SEWER AND PERMANENTLY PLUG EXISTING 36" SEWER LINE AND ABANDON SEWER. 4. CONTRACTOR SHALL CUT AND REMOVE A MINIMUM 5SECTION OF EXISTING 15" SEWER AND PERMANENTLY PLUG EXISTING 15" SEWER LINE AND ABANDON SEWER. 5. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. 6. CONTRACTOR SHALL SUPPORT EXISTING 12" WATERLINE AND VALVE WHILE EXCAVATING AND INSTALLING THE PROPOSED SEWER PIPE. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED WATERLINE, VALVES, OR APPURTENANCES AT THE CONTRACTORS EXPENSE IN ACCORDANCE WITH THE CITY OF RALEIGH UTILITY STANDARDS. 7. CONTRACTOR SHALL PLACE SUITABLE NATIVE EXCAVATED MATERIAL BACK OVER PIPE IN THE ZONE HATCHED IN PROFILE. Forested Impact Non -Forested Impact 150 +50 207 FINAL DESIGN - NOT FOR CONSTRUCTION 0 m z w rn D LL O 0 Ir O 0 w Ir 0 z Q rn z 0 w Ir w Q 0 _ I_ E o V O 04 N U� 00 LO W C: �' O N (1) M +- �b S °" V a0 J I �z U Co Qi L V> U C46 LO I ti U co C0 Q Z 0 O. QO UI o a_ L0 LLJ�C) wo N z w N 0ww U� Zzw �0 = w > ~ O — w U) 0) Jz (0a I..1_ �I^ v, w LL O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-17 SHEET 22 OF 37 ki 0) X X U 6 rn 00 0 0 0 U W� W J LL d 0 r 0 N 0 N L0 L0 0 w Q� 0 000 rn O J LL p d O 0 NEUSE RIVER _ 0 m O z C SILT FENCE 2D-04 OUTLET (TYP) + + + + + EXISTING 60';•:::.::•.:x:::, TEMP SILT/TREE B + + + s:«:•::•:r•::••:::•:::•:a:::::::::::. Q SANITARY SEWER + + �';�.'•.:4.;•::.; �•::•:.:•�:::•.;a.;;••: PROTECTION D-04 EASEMENT `'. ..• I:. ::.4:. •::::.::::::. ;'::.;: / :;.;f•::•.:::�;:�:;::•::�•::::.:�:�::�:•..t::.:::::. �:.:::• :; FENCE (TYP) ::r:•:: •:•::::: �:•:..: >• . :: 0-7 / / _—------ i 000 000 000 000 TEMP SLOPE 000 DRAIN (TYP) D-06 / / / 00 0 O � �--•• :::• / / � Z � i j ..may.:. / / / MOBILE HOMCOO 7�A ?i _ �� i2 / _ / // / / / NEW 60 SN72 FRP TO C9 O / REPLACE EXIST 48" RCP 2 T o / � � 208}0 / / / // � � ASPHAL-I "/ - EDGE OF VEGETATION '� HIDDEN COVE, , '� %� /� INC. 100 YEAR FLOODPLAIN 0 i ` D.B. 2763, PG. 376 > / PIN 1735728571 TEMP DIVERSION DITCH (TYP) HIDDEN COVE, \ INC. \ D.B. 2878, PG. 77 \ PIN 1735726017 195 190 185 180 175 170 165 160 155 150 L--- 207+50 208+00 100 YEAR FLOODPLAIN EL 209+00 999.44 LF 60" FRP SN72 @ 0.06% 210+00 211+00 BLUEBEARD WAY \ \ NG GRADE 212+00 213+00 195 190 185 180 175 170 165 160 155 1 150 214+00 w C0 D U- O 0 Ir O 0 Lu 5' 3' 0" 5' 10, 0 VERTICAL SCALE 1"=5' Q z 50' 25' 0' 50' 100, o W HORIZONTAL SCALE 1"=50' 1 1 1 1 1 1 1 1 1 1 1 of Forested Impact Non -Forested Impact w Q 0 c c� E o V 0 N U� .LO a LO o () M C U L 06 Ln I ti U N m Q Z 0 L.L QO O �U� w+ N Z w N Oww U)F_ ZZw 0�p = w > ~ O V(n� Z� Jz� L1J � Cn O IO `tea F- N< I..L L LI LL O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-18 FINAL DESIGN - NOT FOR CONSTRUCTION 23 SHEET 37 X X U 6 0 rn 00 0 0 U w J LL N r 0 N 0 N 200 195 190 185 180 175 170 165 160 155 150 214+00 i 11 i 11 ' NEW 60" SN72 FRP TO i REPLACE EXIST 48 RCP OfIG I }.. }.. /..... ::s::•}• ::• • ::::: :•:::• :• ::.. i + h... 'I 1 :;�:; ;:.•::. �::::::...: 1 + + 1. I I + / I + :1 v / <:%:ram%' ' ...;};:•:::.......+: • I ;:;{: is / . 1 / I \ y * * *:: • •: R•.•: 1 + I ::. .... .. .:.:::.: I........... . 1 \ + + s + + + + e. + + ti•:%F:ti•:'::•r u :::::v' '•'•.'�.lu:}:• 00 ''ti .:h}':}•' + + + + - •i'3,%:{ti;• }:.'.'':•' ::!�:ti vSti4 vSti : ;k{{: ;::^f•:v1%:: + * + + + t •:: �.% e:' + 0 / i O I ti ------ SS G -/ HIDDEN COVE, ` INC. D.B. 2763, PG. 376 0 PIN 1735728571 coco �\ T � 0- r / I J MH-43 STA 217+12 87 / I r SMH109773 I 100 YEAR FLOODPLAIN TO � ELEV. = 188.7' INV4* ELEV = 157.8' I Inns • ELEV = 184.70' Ile ft-ft ANTI -SEEP D + COLLAR (TYP) D-02 \ \ \I + N 752899.77 E 2136908.79 \\ \I\ \ I� / ....::?irs+f `F::•. 's + 11 2 2 + / 0 + 0 + + + + 3\ 4 / + + + + + + R lNeeyel + C + + PPi + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + EDGE OF VEGETATION �+ + CONNECT EXISTING 8" • *++++* •+ *+ • + SEWER TO PROPOSED + + + + + + + MANHOLE + + EXISTING 6 SANITARY SEWER EASEMENT NEUSE RIVER TEMP SILT/TREE B PROTECTION D-04 \ FENCE (TYP) CLASS I RIPRAP AREA 78 SY \ \ ` MAG/SET N:753508.835' E:2136976.600 V. \ \EL:179.98' ftwft 1 -a \ \ 22 00 _ I 8 _—___----17p.95° BANK A ISTABILIZATION D-06 4' VINYL FENCE 10' ASPHALT PATH INV=174.85 SEE NOTE 1 BENCH \1 I I O N 5 U F- O W O ,I- W I O = N N WOOD DECK F- W W ro ........... — 4 0 \ + + Q + + + + + J + w� + + + + ::.v15•:. :::::. w::.: •..::. :: • v. :::: v: h:.. 4 'i' :•:tilt•}:•};.};:.};.}:•i:•}:•i:•:tii:•}:•};.};.};.};.} — + +SMH + + + + '•i'%'5:': :. •:.:.91: ' :•:;;::%T:%$:%?:%i: {%i:%r:%T:%$:%'r:%i:%} I `•;['r:: !?w:i}d•:%:;f:%}: \ TOP ELEV.=192.4' + +•:•5e::;::;::;::;::;::;::;:.•::::•:;::;::•• — :;%:�%:%: ..;r:;:+;%:;c::;:�•• U — _— + + LNV. OUT 186.8 SILT FENCE + + + :•'•. :: I + \ + D-04 OUTLET (TYP) MH 44 — l I. + + :::;.;:•;,: ; s: : x %:%:%>: %s:%s: % :> '' — — i ClT TRUST LLC STA 222+81�7 \ ++ + + ;,:.:..:,s:M:: %5}:%::::............. •: :•� — — + rr:rrf rf: %rf: rf: rf:...:: •: rrf rf: r:::: rf:%T %r'::: $% N 7534607E \ :::%::::::.:.•. %:>d::::%: •:f::•: i i D.B. 12740, PG. + ++ * ...5 •.::::: +.;; g-:•>:.. E 2137 b4.56 * + 1714 PIN 1735732361 + + :.+•+:;+:::.::••:::;:: :.;,::.:• I LL + ++++++++++ '+*,*,*++CI.T%IQF. ALEIGHPG. 492 �. + PIN 1735734735 / — — —' MH101361 TOP ELEV.=180.2' /•� _._ �'�'—'/ I / INV. ELEV = 158.2' M �C) 0 !` r` co ao 0 w 00 _ <° > O + o U°p_ -°° ru N �- I I I I II II ZZ O > > > FF Z Z Z ' _ Z —o � - p CO 0tp O0� -(0 [-- = M CD C o OJ -� r r I 11 J N r II w II II-z z ��-»w cn z z > 100 YEAR FLOODPLAIN EL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE _ 999.44 LF 60" FRP SN72 @ 0.06% 569.11 LF 60" FRP SN72 @ 0.069 462.58 LF 60" FRP SN72 @ 0.06% 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 200 195 190 185 180 175 170 165 160 155 150 226+00 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' , 50 25 0 50 100, HORIZONTAL SCALE 1 "=50' 61/1Tr P>_ 1. CONTRACTOR SHALL REMOVE STOCKPILE AND REINSTALL EXISTING BENCH AT THE CONTRACTORS EXPENSE. ANY DAMAGE TO THE BENCH SHALL BE REPAIRED/REPLACED TO MATCH EXISTING. Forested Impact Non -Forested 0 Impact FINAL DESIGN NOT FOR CONSTRUCTION w LL O 0 O U w 0 z Q C0 z O C0 > w w H Q 0 c ca _ I_ E8 V 0 04 N U2 Co LO W > o N M d o °" V Q0 J �z m U o Co c ai L (D V\/ U co !n I ti � r U co m Z O/ L.L QO U� O O UU) w N 0ww U� ZZw ()fp = w > ~ O V (n 0 z + —w� z� CnT_ JCN �a I..L U) Lij LL O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-19 SHEET 24 OF 37 X X U rn 00 0 7 U) ca U 7, w J E: a- 0D N t5 0 N 0 N N Cl I V + L(/ N UJ CO Co � O V ` lz 195 190 185 180 175 170 165 160 155 150 226+00 SMH128632 TOP ELEV. = 180.9' INV. ELEV = 158.2' MAG/SET N:753925.530' E:2137020.301' EL:180.31' CITY OF RALEIGH D.B. 8971, PG. 365 PIN 1735746234 N 753923.31 E 2137009.68 I I NEUSE RIVER V11 ur KALEIGH D.B. 8971, PG. 365 PIN 1735746234 I V llVl 1 1llL 1 1 !11 I I GRAVEL PATH 1769 PIN 1735648454 f Ll / / > r °i M w co cn 100 YEAR FLOODPLAIN i I ANTI -SEEP L CONCRETE PAD .1 1. I EXI_ WING 60' SANITARY SEWER EASEMENT l.iV1YV1\L 1 L 1 !lV CITY OF RALEIGH D.B. 12883, PG. 1904 PIN 1735743950 i I I 1 z LU > ^� CDH 06 M cfl ti � ~ Cq ~ ti � CD co L�ti �°° N II II Q °2- II w II II_z O� QQg z Z> ^ N � � ti LO II II z p > z Cfl� o 0`O �rTN N co II II >�cn�z 100 YEAR FLOODPLAIN EL 2>�2> 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE i 462.58 LF 60" FRP SN72 @ 0.06% LF 60" FRP SN72 @ 0.06% 674.98 LF 66" FRP SN72 @ 0.06% 503.14 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 N U 195 190 185 180 175 170 165 160 155 150 238+00 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' 1. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested Impact Non -Forested Impact FINAL DESIGN NOT FOR CONSTRUCTION w C0 D LL O 0 of O 0 u1 0 z Q C0 z O L0 > w of w Q 0 c ca _ I_ E O V 0 04 N U_2 _ °o LO W C: o N M � Cu d o °" V o J I z m Co Qi L V> U 06 LO ti U co m Z J 0 I..L QO U� O O �U(f) wco N 0� z w N O w w Cf) ZZw 0�O = w > ~ O V(n� z0 w Cn N Jz� coa I..1_ ��^ v, Lu LL O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-20 SHEET 24 OF 37 X X U 6 rn 00 0 0 C) U W J LL L0 r 0 N O N L0 L0 0 W Q� 0 000 rn O J LLoa- /------- / / / I I I CITY OF RALEIGH I D.B. 8517, PG. 771 PIN 1735763028 \ I SMH115346 TOP ELEV. = 184.011 \ I INV. ELEV = 158.4' O oo 0 2R\-A - \� O 2 � �CP 0 N O 200 195 190 185 180 175 170 165 160 155 150 238+00 I GRAVEL PATV I I I M H-47 I V l %d l 1 1l " 1 1! 1 1 1 NEUSE RIVER _ Qamwhr&iak. ll CITY OF RALEIGH D.B. 8517, PG. 771 SEE NOTE 1 N 756045.62 E 2136865.00 SMH149373 TOP ELEV. = 183.2' MR/ CiM/-4r_n A, z W i� O z — -� W O 06 CD N CD 06 _ C 2 N _O LOopCq U+M1� r 6) 11 11 T _ =� _O °0� Ur C.:)06 �— L0 ItII �- WN II J - W II Z � H O 11 11 N �- 11 ~ W II II Z O � �co j _ Lu (j0�-Z Z j 100 YEAR FLOODPLAIN EL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE 60" FRP SN72 @ 0.06% 994.97 LF 374.98 LF 60" FRP SN72 @ 0.06% 482.81 LF 60" FRP SN72 @ 0.06% 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 I I N N I " O ~ u') W W Imo= N co �< W LU Cn CO Z W O _Z I__ J j I— F— Z 2iO U elf 200 195 190 185 :l 175 170 165 160 155 150 249+50 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' 1. CONTRACTOR SHALL REMOVE AND STOCKPILE ROCKS/BOULDERS DURING CONSTRUCTION AND RESET FOLLOWING FINAL BACKFILL AND GROUND STABILIZATION. Forested Impact Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION 0 m O z W C0 D U- O 0 Ir O 0 ui Ir 0 z Q C0 z O T W Ir W Q 0 c ca _ I_ E o V � 04 N U - a Z3� LO o M °" V Q0 J � �z m Co Qi L U > C46 LO I ti U co m Z 0 O. QO UI O a_ L0 = w c) W w + �� N � z �:Lu N O w w U Zzw wo = w > ~ O V(n� z0 — w � U) co CY) Jz� �a O ~ N� I..L U) Lu L.L O U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: APRIL 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-21 SHEET 27 OF 37 U X U rn 00 0 0 U) Cu U LA, Lu J_ LL Q 0 0 N 0 N a Ks 0 Q Lu o F- 000 O J ion 22 I l CLA SILT FENCE / L \ -n 0 ;I° I n O -+ I z= C �r 0 �' z U my mN mo C) 195 190 185 180 175 170 165 160 155 150 249+50 NEW 60" SN72 FRP TO REPLACE EXIST 48" RCP M1-I-50 STA 258+94.35 N 757005.92 E 2137006.50 _----NEUSE RIVER - _ — — —_—_— —_ —_ — — —. — I Ur tLtV. = Iu�.y SEWER EASEMENT ♦ ."'„.,"„ —_— — — — — INV. ELEV - 159.6' D.B. 8517, PG. 771 SQUIRES HOLDEN & _ N:757020.373' PIN 1735763028 • ` E:2137041.891' \ JAMES STANFORD EL:182.83' HOLDEN TEMP DIVERSION F EDGE OF VEGETATION . ` \ WILL FILE 17-E-2680 DITCH (TYP) D-05 PIN 1735876429 100 YEAR FLOODPLAIN f \ \ \ Lu �� ~ O i O CO .6 M N 2� co M0000 00 C i 1 J N II w II 11-Z 0� z Z Z j o C° LC) _ S N It N O� O+ �- op Lr HEN - II N 0- 11 II 11 Z p j > �(n�-Z Z — 100 YEAR FLOODPLAIN EL EXISTING GRADE 482.81 LF 60" FRP SN72 @ 0.06% 487.90 LF 60" FRP SN72 @ 0.06% 386.45 LF 60" FRP SN72 @ 0.06% -F 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 195 190 185 180 175 170 165 160 155 150 261+00 261+50 5' 3' 0" 5' 10, VERTICAL SCALE 1"=5' 50' 25' 0' 50' 100, HORIZONTAL SCALE 1 "=50' 1. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SILT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE SEWER INTERCEPTOR. CONTRACTOR SHALL UTILIZE TEMPORARY PUMP AROUND AS SHOWN IN THE DETAILS TO DIVERT CLEAN WATER AROUND THE WORK AREA WHEN WORKING IN THE WET. Forested Impact Non -Forested Impact FINAL DESIGN - NOT FOR CONSTRUCTION m O z w C0 D u- O 0 Ir O U ui Ir 0 z Q C0 z O C0 w Ir w Q 0 ca E V O cc.) N U _.2 _ ao _ Co c O N o d V J oU o z m U L A \ V> 0) (10 U w °6 Lr) r U CO m Z J 0/ I..L Q0 O w� �UU) �y z w N O w w u) Zzw of = w> ~ O w Cn Jz� �a v J w L 0 U DESIGNED: WPS DETAILED: FLL CHECKED: CES APPROVED: DLC DATE: JUNE 2020 0 1/2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE PROJECT NO. 197950 C-22 SHEET 27 OF 37 X X U LO rn co O 0 U) m U O E O O) C Y O �I U Li J_ L.L 75 Q Lf ) Ln O O N O N O co 0 Q W 0 000 O J LL p d N U 6 rn OD 0 0 U 1 LJ W J_ W N d� O N O N LD LO Q Q W 0 000 O O J � Q a-