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Home My WebLink About20150958 Ver 1_More Info Received_20150921Strickland, Bev From: Todd Love <toddml @cityofws.org> Sent: Monday, September 21, 2015 10:23 AM To: Strickland, Bev Subject: RE: Cedar Greenway Trail - DWR# 150598 Attachments: CedarTrailConnectorDWQPlans.pdf 111M From: Strickland, Bev (mailto :bev.strickland @ncdenr.eovj Sent: Monday, September 21, 2015 9:12 AM To: Todd Love Subject: Cedar Greenway Trail - DWR# 150598 Mr. Love, Could you please send me a pdf copy of the full size site plans for the above listed project? Below is a link to the 401 project file for Cedar Greenway Trail. http:// its .enr.state.nc.us /Weblink8 /0 /fo1/309785 /Rowl.asox Thanks Bev ic3wv4 I sHa" B veidy Stu ^iiclldand, tri o ^fldh Adnihnu strator NCDENR - Division of Water Resources Physical: Suite 1219, 512 N Salisbury, NC Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617 Phone# 919 - 707 -8789 Email Address: Bev.strickland@ncdenr.gov 1 L9 W W �o W Wo I) I) 1 0 0 l� i f L�j I �\ 111�7r / OBINHOOD ROAD I PROJECT LOCATION 2Ji o Q ALLISTAIR ROAD Bk'/ANS PLACE p / COURT SL COURT a 2 � oo \ MOUNTAIN 1 \ o� ROAD c w IA PO o 9O VICINITY MAP NOT TO SCALE 0 o�v / GRAPHIC SCALES \� 20 0 20 40 60 PLANS 20 0 20 40 60 PROFILE (HORIZONTAL) 2 0 2 4 6 PROFILE (VERTICAL) _'A' DESIGN DATA V = 20 mph _'A� CITY OF W�NSTON- SALEM, L N G I N L LF\ � N G D:::::::: I'�'�S10N I�CI1�7�'L/Y'I CIYII /1�!L/YI LOCATION: Cedar Trails Greenway: New Location Greenway Connection from Cedar Trail to the Muddy Creek Greenway TYPE OF WORK: Grading, Drainage, Paving, and Structural Bridges /l PROPOSED PEDESTRIAN / / BRIDGE PROPOSED GREENWAY --� - MUDDY CREEK TRIBUTARY PROJECT LENGTHS TOTAL LENGTH OF PROJECT = TOTAL LENGTH OF - STRUCTURE - TOTAL LENGTH OF GREENWAY = 0.625 MILES 0.019 MILES 0.606 MILES r D � O m p -G \� CITY PROJECT REFERENCE NUMBER SHEET NO. 200840 1 PERMIT DRAWINGS SEPTEMBER 1 1 , 2015 Prepared in the Office of: City of Winston —Salem Engineering Division CONTRACT BID DATE: JANUARY 2016 CONTRACT AWARD DATE: FEBRUARY 2016 GREG TURNER, PE ASSISTANT CITY MANAGER ROBERT PRESTWOOD, PE CITY ENGINEER TODD LOVE, PE PROJECT DESIGN ENGINEER DESIGN ENGINEER SIGNATURE P.E. �� 3.1 VAR 2• z ---a- 3' 5' 5' 3' -mm--� 3' -Om-- 6" 0.02 FT/ FT c T /GRADE POINT 6" T z TYPICAL SECTION #2 -L- STA 12+10.00 TO -L- STA 17 +00.00 -L- STA 17 +30.00 TO -L- STA 28 +40.00 -mad- 3' 5' 5' 3' -ww-� 3' -amm- VAR �'�� 6 "- ---- -- 3: 1 T 0.02 Fr/Fr /GRADE POINT TYPICAL SECTION -L- STA 10 +05.09 TO -L- -L- STA 11+32.41 TO -L- -L- STA 17 +00.00 TO -L- -L- STA 35 +50.00 TO -L- 6" T z ►r STA 10 +32.41 STA 12+10.00 STA 17 +30.00 STA 36 +86.34 TRANSITION SUPERELEVATION APPROACHING AND LEAVING BRIDGE TYPICAL SECTION C J PAVEMENT SCHEDULE PROP. APPROX. 2" ASPHALT CONC. SURFACE COURSE, TYPE SF9.5A AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. EARTH MATERIAL. PROP. 6" AGGREGATE BASE COURSE. ` \V,\ P� VAR 3.1 3'1 2.77 VAR \ \ VAR ' . \ \• � VAR 3. 1 3••1 Z GEOTEXTILE FOR SOIL STABILIZATION. 3' 10 z 5' 5' 3'-'P-- 6" c 0.02 FT/ FT T /GRADE POINT J TYPICAL SECTION #4 -L- STA 11+32.41 TO -L- STA 36 +93.50 -L- STA 37+11.34 TO -L- STA 42 +99.36 VA R 3 •.1 ---a- 3' 5' 5' 3' -ww-� 3'-'P-- 6" 0.02 FT/ FT c T /GRADE POINT 6" P� VA R T z TYPICAL SECTION #3 -L- STA 28 +40.00 TO -L- STA 35 +50.00 CITY OF WINSTON-SALEM, N. C. PROJECT NUMBER SHEET NUMBER 200840 2 APPROVED: NOT TO SCALE PROJECT DESIGN ENGINEER REVISIONS ►J --a- 5' 5'� 54" MIN 0.00 FT/ FT GRADE POINT BRIDGE TYPICAL SECTION L- STA 10+32.41 TO -L- STA 11+32.41 750 740 �i C) CO C)_ CO O vJ / 0/ / LIMITS OF DISTURBANCE WOODS WOODS PROPOSED 10' _ / GREENWAY - G. ).. 3 4 / 4 PROP. 32 LF OF 15" RCP ® 0.63% CLASS IV WITH FES INV. IN 725.20 INV. OUT 725.00 `,X0,- E- THE SHERWOOD ASSOCIATION INC. mill- 5895-99-4424.00 0 601mif_1 -.1112 CURVE # PI STA DELTA A LENGTH CHORD DIRECTION RADIUS / C1 LIMITS OF DISTURBANCE WOODS WOODS PROPOSED 10' _ / GREENWAY - G. ).. 3 4 / 4 PROP. 32 LF OF 15" RCP ® 0.63% CLASS IV WITH FES INV. IN 725.20 INV. OUT 725.00 `,X0,- E- THE SHERWOOD ASSOCIATION INC. mill- 5895-99-4424.00 0 601mif_1 -.1112 CURVE # PI STA DELTA A LENGTH CHORD DIRECTION RADIUS T C1 11 +75.19 043' 18' 27" 37.79' S86' 44' 10.88'E 50.00' 19.85' C2 15 +47.06 058' 03' 52" 76.01' S79' 21' 28.62'E 75.00' 41.63' C3 17 +73.71 040' 18' 59" 52.77' S70' 29' 02.04'E 75.00' 27.53' PROP. 34 LF OF 42" RCP ® 0.87% CLASS IV WITH HEADWALL AND FES - INV. IN 722.90 Y' INV. OUT 722.60 - \ FES O - CLASS I RIP RAP WITH \�` �`.�` : ;:;• F�TER FABRIC LINER � ,EST. 20 TONS E / EST./42 SY FABRIC F CITY OF WINSTON-SALEM, N. C. PROJECT NUMBER SHEET NUMBER 200840 4 SCALE PROJECT DESIGN ENGINEER HORIZ. 1 " =40' VERT. 1 " =4' REVISIONS PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION NOTE: EXISTING SEWER EASEMENTS ARE NOT SHOWN FOR CLARITY. SEE P -DWG FOR EXISTING SEWER EASEMENTS. PROPOSED 40' GREENWAY EASEMENT / �/ :•:.:..�, % ; ;: -'� / /Y _ SPECIAL CUT DITCH \� F \ F � ,/ ,PROPOSED 10' LO / , .••. ! ^,- / -.• SEE DETAIL A GREENWAY 21 +OC TONS CLASS B RIP RAP 0 +00 -SC 727.27 / = \ / 2 � / F / A - FILTER FABRIC - 9 SY i• ' ;::• __ - - - -- - - - -- - - - - - _ _ WIDTH 10' - .gIIAPROJE r. . -' / / -' _ 23 TONS CLASS I RIP RA - �TA• 10 +05.09 /� ��p / / / � PROP. TEMPORARY LENGTH - 8 - x �r8+ ____ - - -- - - _ - - / ,� CONSTRUCTION EASE ENT THICKNESS = FINER FABRIC 40 SY , �, - -_- - - - - - - _ - - - • 21 2s E _ - -i- / N_ - ,WIDTH = 26 PROPOSED 40 _ �' / i ® _ _ C TH I CKNESS 24 GREENWAY EASEMENT ' :.. ; ; y :�ti' - / ® ®® - > E -i- / J w c � PROP. TEMPORARY FW CONSTRUCTION EASEMEN /l 11 l �•' '•i � ----- -'.'' •:� �C1 �r 11+32.41 BEGIN BRIDGE STA: 10 +32.41 % , 1� - IS URGED BUFF WOODS \ 1( Q\11 /i J /o /�AAIN �� \ J/ }�D1S7lJBBEQ 16" l / lj= /�� SAN S ��, / ' �PRO�ECT S8N2 SEWER AIN l l �M° EXIS j= v C , -��, -� � BANK / CREEK TRIBUTARY MUDDY CREE K VPI STF: 10+ 16.4 VF'I EL: 720-.06 LENGTH: 20,00' K; 6 bl VPI S-kA: 11 -40-00 \PI EL: 719.68 LENOT11 1 ii�.OU' V'I aTA 1 1 +� 4.S 3 K: 4.1,L Vr EL: 727 97 LEWGT I: 30.00' K: 11,03 ' D R',''': � / ; • / / •: C3 F OODWA Fw WOODS /� �' ' yr:: i' W00 _ SPECIAL CUT DITCH - - 30 UNDIST REED- BF-FER- - -- i ,SEE DETAIL 6 FVW � - 1. SAN_ SE\IEFi M? � - / F /_ EXIST. 12 - -- 15' UNDISTURBED BUFFER - - - FW ------------------------- .�_�� -- - - _ _EXIST. 15 V,C- �AFI_SEWEf2 Al -- / _BANK �- c� - _ FLOODWAY FW FW- �. FW FL99DWAY . FW VP 3TA. 14+ 1 C .70 100 YR. FLOOD LLEVA 10 \1 WPI EL; 727.10 LENGTH: 60.00' h.: i'5.54 730 / 1 0.5070 RF(`IN RF ?inr.F - - -- STA: 10 +32.41- I \ LEEGIN BRIDGE � 0•43X EL: 72y. i 4 I OTA 1,1-1-32.41 - _ f:)-: 72%0.65 I I I � D v I I = n G D = O 720 I 1 o J NOC) 4 I� m cv c�M zU' Q N� i 1 I Z2 z .i�� \ J W ~ z = Ld 0 U'� f mo o DeL�r�= m o >> Li 710 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 FW SHERWOOD COMPANY 5895 -98- 7651.00 v 161A: 17 20.7E VPI EL: 728.35 JPI STA: 184-2801 L NK 3 OU V:11 EL: 72 T.O1 LENC TH: 60.0C K' 3, %.GAF 16 +00 17 +00 18 +00 19 +00 20 +00 750 740 730 OR 2 1,211-ldl bo DITCH DETAIL A SPECIAL CUT DITCH (NOT TO SCALE) Front Ditch 01 Slope Natural � '5.e< Ground or Ma �oKer Type of Liner = GRASS Min. D - 1.0' 13 +80.00 L RT - 17 +00.00 L RT T7_1 1 %, �W' :?rr, •ov L E, ~ C f X -42" R,CF I- H O 00 N 00 b-0 �_ U R N + c n �01,; O 0�' `c J _j Q M + 0 + s r 0 _J W r d iQ QN+ N� Un�O V) ( „wN ) vl� r- a- QZ � L LTV �11 ILL i � � cn �n � a) ^ _ 6 i o > > z_ w�ii > ; Li > LL o >> 16 +00 17 +00 18 +00 19 +00 20 +00 750 740 730 OR 2 1,211-ldl bo DITCH DETAIL A SPECIAL CUT DITCH (NOT TO SCALE) Front Ditch 01 Slope Natural � '5.e< Ground or Ma �oKer Type of Liner = GRASS Min. D - 1.0' 13 +80.00 L RT - 17 +00.00 L RT DITCH DETAIL B SPECIAL CUT DITCH (NOT TO SCALE) ®� Front Natural � of Ditch Ground `�•7 p 3� Slope PSRM B Min. D 1.5' Max. d = 1' Type of Liner PSRM B - 2' 17 +30.00 L RT - 18 +50.00 L RT NOTE: EXISTING SEWER EASEMENTS ARE NOT SHOWN FOR CLARITY. SEE P -DWG FOR EXISTING SEWER EASEMENTS. CITY OF WINSTON-SALEM, N. C. � 1 E.I.P. - _ PROJECT NUMBER SHEET NUMBER SHERWOOD COMPANY / _�-� 200840 5 6 8 0 5- 0 9 - 4 2 5 6.0 0 \ SCALE PROJECT DESIGN ENGINEER \ /1oDYR VEORT. 1 " =4 \ Q/ • - - REVISIONS -L- CURVE TABLE \ CURVE # PI STA DELTA A LENGTH CHORD DIRECTION RADIUS T PRELIMINARY PLANS THE SHERWOOD ASSOCIATION INC. - - - - � - C4 27 +97.00 010. 57' 46" 112.32' S85. 09' 38.31"E 587.00' 56.33' DO NOT USE FOR CONSTRUCTION 5895 -99- 4424.00 /Q� C5 31 +33.57 022' 48' 55 119.46 N88- 54 47.17E 300.00 60.53 CO / SPECIAL CUT DITCH / SEE DETAIL D PROP. 42 LF OF 15" RCP TO BE USED AS TEMPORARY ® 2.87% CLASS IV CLEANWATER DIVERSION o / PROPOSED 40' WITH FES LIMITS OF DISTURBANCE PROPOSED 10' o / a T GREENWAY EASEMENT IN 733.50 .100YR -�0 o GREENWAY / o INV. OUT 732.50'R E�gOD �+ W W --- - -_ - - _ o y Y S� 100 yR 100YR 24 +00 25 +00 27 +00 28 +00 0 ° 23 +00 ----- - - - - - ----------- __-- - - - - -- ------ - - ----------------22 +00 - - - - -- ------ - --------- - - - - - - - - - - - VV ETILA N D ----------------------------------------------- - - - - -- ------- - - - - - _ _ FES _- s + F 0 --------------------- ---- r R CW -- - - - - -- F--- 2, -29 E -+ L \ .• � W -- - - - _ - - - -- �--- - - - - -- - - - -- FES -- _--- _ - - -__ 3 W -' - - - - - - %� _ 40 45 -- 31-1-00 w- 1- - - � � .- - - - _,� - - l - - -- E E E E E E E _ _ _ _ _ _- E- :, `- __ - - -- - - -- E E E E FLOODWAY / :W rw • FW FW FW /Fw 5 TONS CLASS B RIP RAP E E E'- �-.$__ , FW - FW FW - FW - - • • ' ' / ' ' FILTER FABRIC = 9 SY / ;;rSPECIAL CUT DITCH WIDTH = 10� SPECIAL CUT DITCH _ ,.. WOODS f- LENGTH 8 SEE DETAIL A = ------------ - - - - -- ; SEE DETAIL C - W WOODS / THICKNESS = 12" y y W ` ` _ / - WOOD W Wi00DS OOD W 'k y FIST_ 12" V.C. SAN_SEWEE E1AI.N - -- - _ _ _ y y - \ _ -�- _ � � IS_T�1R�EQ OFFER .' 0 D VWAY -- -.. -..- -- - -- - - - - - - - - - - - - moo' =UND_- -- -- _- __ - - -- 30� O1Sj�j W W .� _ - - - -- - - - - - -- WET�ANI.DS FW _ ` BUFFER - - -- - -- - -- - - - - _ -- - - - -- �_ -- _ - - - - -- -- ------------ - -_ - -- - J UNDISTURBED_ - - -- _ - - - - -_ \�� - - - -- ---- - - - -'` - - - - - - - - ,�\ '^ ?S' g�� e(JF W W ,. •.v � - - -\ - - _ _ UNp� � FR \ _ _ _ %(/ � � _ •Y •Y .. `Y `Y •Y �Y.. . L ,y J. Y Y � /� � �� •Y W •Y •Y •Y Y \ _CREEE BANK gAN� / -� - - - - = - - � CREEK \ � � v. .v .v .i' � �FFeR -� -� - -- - `_ ` •Y- � _Y- Y Y Y Y Y Y Y •Y •Y •Y J J •Y Y Y MUDDY CREEK TRIBUTARY FW FW _ ,� i� �, _,�__ xlsT. ,�"_V� s,�,- SE►�ER __,= _ _ _ X11 rtUJtl; I /812) /' .FW /812) FW FLOODWAY �� - - -- - - FLOnPWAY FW FW C�K 0 100YR -0 Fw AN� \\\\\��_�� ------- � /_- - / -/ - { �- CREEK_ g�N C � 100 YEgR Fw \ R�BgN= ---- - - - - -� � � .� - R SHERWOOD COMPANY 10 °Y 1 FLOOD i i aw FLOODWA 5895 -98- 7651.00 00YFY - Fw �000 , FW _ FW 100YR� 100y F 100),k 1p0Y� MUDDY CREEK TRIBUTARY �p \ E.I.P. 750 740 1 UJ -H. F LUUD ELLVA I IUN VPI S-M: 26 -6600 VPI EL.- 7Z2.00 I PNfRTI-I' fill 0(1' k: 2 6.81 VPI S-1A: 28 -40-00 bf : EL. 7W.00 I ;-NGTH 60 nn' IC 2 0.6 5 VPI cT #- `Q a,aSi n7 VI'I EL: 735.2E LEND iii: 60.00' Ko 12.25 750 VPI STA: 31+79,28 w1 _L: /,55.9b LI =NCTH: 7E.00' K: 1,L6.26 " 740 Q 147 i 0.50% 710 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31+00 Q Lq + J as >; 32 +00 730 720 32 +sb° DITCH DETAIL C SPECIAL CUT DITCH (NOT TO SCALE) e� Front Natural of Ditch Ground dr 3*1 D 3, Slope .l- PSRM B Min. D - 1.0' Max. d 1' Type of Liner - PSRM B - 2' 26 +25.00 L RT - 28 +50.00 L RT DITCH DETAIL D SPECIAL CUT DITCH (NOT TO SCALE) er Front Natural of 5 Ditch Ground 31 Slope B Min. D - 1.5' Type of Liner = GRASS B = 1' 28 +50.00 L LT - 30 +51.55 L LT DITCH DETAIL A SPECIAL CUT DITCH (NOT TO SCALE) - - - - - - - 15„ RGP-/ 0 0., 0 730 - - (_, - - -- ___ - - - -- - - _ = 1.0' o j N _ �► - U 0)v J r, 0 -L O O `� �fi ,T r `: r 0 ~ U , N O 7 w j z w cn MF Q UC 00 L7 Z Z_ Ajv,, 720 „ - �- LL m '> 710 22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31+00 Q Lq + J as >; 32 +00 730 720 32 +sb° DITCH DETAIL C SPECIAL CUT DITCH (NOT TO SCALE) e� Front Natural of Ditch Ground dr 3*1 D 3, Slope .l- PSRM B Min. D - 1.0' Max. d 1' Type of Liner - PSRM B - 2' 26 +25.00 L RT - 28 +50.00 L RT DITCH DETAIL D SPECIAL CUT DITCH (NOT TO SCALE) er Front Natural of 5 Ditch Ground 31 Slope B Min. D - 1.5' Type of Liner = GRASS B = 1' 28 +50.00 L LT - 30 +51.55 L LT DITCH DETAIL A SPECIAL CUT DITCH (NOT TO SCALE) Front Ditch 0 0., Slope Natural 9S Ground D o3.f M ok F/ofre, Type of Liner - GRASS Min. D = 1.0' 28 +50.00 L RT - 30 +00.00 L RT ADAMS EGLOFF PROPERTIES LLC 6805 -19- 0240.0 ; PECIAL CUT DITCH :8EE DETAIL E Cam, BE USED AS TEMPORARY,,,, \ ' CLEANWATER DIVERSION �l 33 ` ••�••• ' SHERWOOD COMPANY \ \\ \ \ - - +00' PROPOSED 10' / \ Q 6805 -19- 2109.0 \� ° -- GREENWAY SHERWOOD COMPANY / c - -4 +0p 6805 -19- 3240.0 �� ►�� i CZ -�- - 3g 700 Y luo V 010 � a > t? --------- - - - - -- Doti �. _ M----- - - - - -- -INSTALL CONSTRUCTION ENTRANCE �e - PER EROSION CONTROL DETAILS ED PROJ� STA: 42 +99.36 Ce \ \ � \ n \ yA \ \ `, `_ V -�- - �_Ikz _ loov' . 1bo 1p0yR G� �p /��' ` %` \ \ \ 171 \ \ \ ADS GREENWAY �EAS�MENT - ` 0 \ \ \ V_ .Sp .. <. F - _- 100YR V Coq ��-� ` \ �� y� ` ! ` �- ER 100YR /'� /' - - / � w V. � � �� CU%,� � `� -� \ `'�� 1\ S � `� -� \ EQ� � [i � 0� - - - - - EXIST. 12" ,toot ' W � � C11- u � v V, Q�T - STD \ \5� � FER - - V.C_SAN_SEWER MAIN v Fjgc/ �'!y _ �\ 0\ __ gUF , (PROJECT 781 - - - - - �q SHERWOOD COMPANY V. W/ TLAWS vSTI�' 3g♦ `` \ ��5- REEK BANK �" �� C �---------- - - -1\ V_ ,.� \ t i RFFk 6805-19-5221.0 OO IN ° - \� ^� j /i .� PROPOSED 10' \ ?1 / -+ ' / '. GREENWAY ` ol � - „PROPOSED C CRETF V_ - - RR&ABF�ICpFf BRIDGE - _ \ "SPECIAL,,CUT bI CH j / 100YR / EX •�\ 2222_ -.,\ - -- - � __- ,' �� - \ �� SEE,•E77ETAIL`.A �`.� � / ,'• €kl �4 •Rcp.. /� -------- -- - -- -- - - - - -- , v / h vvO�pROJfC 78 2wER MA 1o00Y YE Fw \`\�� _ •A ••r' '•t`� '\ -� E- - -_ - =\ /'L100� J% Q //' K`�_ /� C10_� i� -� •.14YR• "�•• OO Fw FLOODWAY CIL CREEK. K B / •4f FPS F vv F / p _ ` _ 100YR �- -�_ 'o0 37+ 1 F •:• -- � � E l Fw 70,y Fr,aY - - / MUDDY CREEK TRIBUTARY FW C_ -------- - - - - -- -L- CURVE TABLE ' CURVE # PI STA DELTA a LENGTH CHORD DIRECTION RADIUS T \ C6 33 +44.33 004' 38' 31 " 24.3 1 ' N79' 49' 34.99"E 300.00' 12.16' \ C7 36 +66.30 042' 09' 07" 26.48' S76' 46' 35.97'E 36.00' 13.87' \ C8 37 +45.67 046' 11' 46" 60.47' S78' 47' 55.34'E 75.00' 31.99' INSTALL STREAM CROSSING AS MAY C9 39 +77.15 024' 33' 07" 64.28' N65' 49' 38.27 "E 150.00' 32.64' NEEDED. ACTUAL LOCATION VARY. USE 1 -36" PIPE. SEE C10 41 +44.78 055' 06' 35" 96.18' N25' 59' 47.17 "E 100.00' 52.18' DETAIL SHEET EC -2. C11 42 +33.47 049' 21' 29" 43.07' N23' 07' 13.97 "E 50.00' 22.98' C12 42+74.18 049' 07' 00" 25.72' N23' 14' 28.65 "E 30.00' 13.71' 770 760 750 9�lr •'•. ;•,', r '`5 UNDlS7-VRBED _ �;.� -- ��--- ��'•' �� °� i - -- ; y� _. - - -- •' -�. ••�, I � - ' BUFF R -- -- 1� =�;�- Tj - • � , - -•-�q� _ � F�. ,.� A Fw MUDD�' Cj��i -FW FLOOpwA \ i THE SHERWOOD ASSOCIATION YFgR �� TRIBU7' Y FW FW \-c /\ \ / ED 400 5895 -99- 4424.00 A PROPOS FW �_ � 10 R FW GREENWAY EASEMENT OOQ OOY� Oy D01 °O�RYEgR FL�OD 100YR Fw 100Y FW j Fw FLOODWAY FW F W \ DO YEAR ic LOOD \ o \ \ 700Y VPI Slk 36- 40.0& VPI STA: 37 +38.11 VPI S1A: 38 +19.66 �\ \eI EL: 743.25 VPI EL: 74:3.251 VPI =L: 744.05 i LENGTH 81.4.0' LENGTH: 3C.00' LENGTH: 110.00' � 5 . 03 VPI Slk 35 -00.00 K W.OD K; 30.01- bPl EL: 740.97 LENGTH 2,9.32' - K 75.OD ®- r i =NE BRIDGE / STk 3 7+11.44 E�'AT U IN _ ' _ - =L: 743.25 y Qnq - i l -�� . I00 -0,00 1.00% f - -- - - - - -� �� .............. ,q 0 1loo - _ .� BEGIN E3RIDGE � � / 1� � 740 .a5go _ _ _ J _ _ - 5 .Ab +t5b.34J �� _ ' 'r EL.: 74325 i J 00 r- 6 V) + J w< J� Z w (n 0 730 33 +00 34 +00 35 +00 SS w M �O) N + EEG N SPECIA_ CUT DITCH LT J< 'VPI STA: 57- 00, 0�_ w (n VPI EL: 739,28 a 36 +00 37 +00 38 +00 J C _ L0_ 7) 04 0 J a0 + J 4� U Y 1HaZ 1J (/) U) Z o L dM 39 +00 40 +00 CITY OF WINSTON-SALEM, N. C. PROJECT NUMBER SHEET NUMBER 200840 6 SCALE PROJECT DESIGN ENGINEER HORIZ. 1 " =40' VERT. 1 " =4' REVISIONS PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DITCH DETAIL A SPECIAL CUT DITCH (NOT TO SCALE) Fron Ditch t Slope 0 Natural LI s., Ground 3.1 D o� Ma+ ohe, Type of Liner - GRASS Min. D - 1.0' 37 +00.00 L LT - 37 +30.34 L LT *USE PSRM* 37 +30.34 L LT - 38 +25.00 L LT DITCH DETAIL E SPECIAL CUT DITCH (NOT TO SCALE) �ottor Front Natural of Ditch Ground 3•� D �� Slope B Min. D 1.0' Type of Liner = GRASS B = 1' 30 +51.55 L LT - 35 +50.00 L LT NOTE: EXISTING SEWER EASEMENTS ARE NOT SHOWN FOR CLARITY. SEE P -DWG FOR EXISTING SEWER EASEMENTS. NOTE: ADJUST ALL SEWER CLEANOUTS AS DIRECTED BY THE ENGINEER TO MATCH FINISHED GRADE. VPI STA: 42 +42.95 VPI EL, 756.73 _ENGTFI: 75.C8 <: 19.'25 i 770 760 i / 750 II II uo C 0 =) v V) ao Q .1 q O �w 41+00 42 +00 43 +00 740 44 +ODD