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HomeMy WebLinkAbout20072198 Ver 1_Site Plan_20071227CITY 01F CREE EDMOOR NORTH CAROLINA CIA A/< OG S DREDGI Gl\ G D O~~EC 1 SEPTEMBER 2007 MAYOR DARRYL MOSS COMMISSIONERS OTHA PIPER JR., TIMOTHY T. KARA KARAN ANGELA M. MANGUM, S. KENT RA` T RAY WILLIAM L. ROBINSON CITY MANAGER ROBERT A. SHAUMLEFFEL JR. JR. a 2 D ' ZA 12 112 1215 OJE T AR ~ Lyon ~ SI E ° NTY v i e 56 / 85 ~ o FH ~ 56 noa 1228 - - 1127 -a o _y S V • o Nkm Q N Y O•ae. ~`~f - z THE WOOTEN COMPANY Q 0 1731 a = F ~ 1231 ENGINEERING PLANNING ARCHITECTURE ECTURE I p qN 1430 B Old Lenoir Road NW Hickory NC 28601 i 4 ao P P , L L ERS 501 ..,••r •w. fl kOG J e>0~ ~~8y noe ~ 6! lb ~ i- ~ 0 828.322.5533 fax 828.322.5242 0 8 A S 3 7 ' EA ~ s 0 NOT TO ~!s 6 SCALE J ` ~ ~ LINdT VICINITY MAP LOCATION SHEET N0.1~~ SHEETS MAP n o N N NOTES- of n0 \ \ \ / / C 1) CONTRACTOR MAY PROPOSE AN ALTERNATE DISPOSAL / DE WATERING LAYOUT. > o N ALL SUCH PROPOSALS MUST BE APPROVED BY THE CITY PRIOR TO IMPLEMENTATION. z 40 ANY ADDITIONAL PERMITTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. z ° w o \ ( / \ 2) CONSTRUCT BERMS FROM ON SITE MATERIAL. ADDITIONAL OFF SITE MATERIAL w LA w \ \ ( MAY BE BROUGHT IN IF NEEDED. > S ~ _ 3) NO DEBRIS OF ANY TYPE IS TO BE BURIED ON THE DISPOSAL SITE. w ° (n U) Nl- 4) NO FILL IS TO BE PLACED WITHIN THE FLOODPLAIN. ~ ° / I I I I I / 1 tv~\ / l'~/~ \ 1 ~~II \ _ i ( \ / / / r 5) HYDRAULIC DREDGING OF LAKE SHALL RESULT IN THE REMOVAL OF °z °z 0 DEPOSITED SEDIMENT TO AN ELEVATION OF 276.6 MSL. "1 11 % _ w W (=j !R U) ( ( _ l J / o o \ \ ( / o o w a )1 CITY OF J j / 1 \ DISPOSAL SITE GRADING / EROSION CONTROL vi vi m CREEDMOOR 1) PRIOR TO ANY LAND DISTURBING ACTIVITY CONTACT THE J ` N.C. DIVISION OF LAND QUALITY (919) 791-4200 11 \ \ \ , / \ \ J / ( / ( 2) CLEAN ONLY THOSE PORTIONS OF THE DISPOSAL SITES NEEDED FOR CONSTRUCTION OF BERMS -ZZzQ AND DISPOSAL OF DREDGED MATERIAL. 'ell ~aARRXG 3) CONSTRUCT TEMPORARY STONE ACCESS ROAD. \ j 4) INSTALL SILT FENCE AROUND PERIMETER OF SITE INSIDE OF 100 YR. Z w FLOOD PLAIN AND OR STREAM BUFFERS. Q l ( / ^ \ ~ ~~`!/il ~ EASEMENT 5) AS BERM IS CONSTRUCTED, SEED AND MULCH THE TOP AND _ \ \ ) / "OUTSIDER FACE TO ESTABLISH ADEQUATE GROUND COVER. a s N (ll , I \ \ ( / c~ 'CITY OF ; - P~UD GING PIPELVNE TO BE \ 6) DISTURBANCE OF EXISTING HEAVILY WOODED AREAS, BUFFERS, ECT. O - / / ..-CB:E.EDMOOR 1 \ ( / ( / \ ~ I \ ( ( \ )Il _ rs , 0 W ~SEMENT/ \ \ ) 1 j / SHALL BE MINIMIZED DURING THE CONSTRUCTION OF THE TEMPORARY U STREAM CROSSING AND TEMPORARY DISCHARGE CHANNELS. Z R \ \ \ / r/ I } \ \ \l 1 I / ` y~ f_ SITE! o ( TO THEPAOxMIMnr~f °INA°L c°oWATERING ro ACTIVITIES E RAwINGSTERING AREAS SHALL BE RE GRADED LLJ THE AREAS WILL IMMEDIATELY BE SEEDED AND MULCHED AS PER SPECIFICATIONS. C~ awn v 1 i J M 8) THE DE WATERING SITES SHALL ALSO BE PLANTED WITH PINE TREE SEEDLINGS. / / / l THE CONTRACTOR SHALL CO-ORDINATE THIS ACTIVITY WITH THE N.C. FOREST SERVICE. L1J w o " 9) FOLLOWING RE ESTABLISHMENT OF ADEQUATE GROUND COVER ALL SILT FENCES AND _ / ` r ) \ \ OTHER TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED FROM THE SITE. F- a STA 54+00 ` } . END SKIMMING OPERATION 1 ) 1 \ / / \ 1 / \ I 0 pow- .40 1 ( I 1I / r) L SSW v uj Ile 0 o / O W CD I-- / - ° (D 1 Ir ~uw z //l~ 5 1 \ \ \ \ \ l C) o CD LL- o o / /1 I \~1 I \ v) I I \ //l Il ) 1 ( 1 \ \ ~J~\ ( 1l~ j I p O I 1 / / ) \ fly ( Y 1 --f Q /,j! ~f \ % 1 f \ i it ( \ ( \--7 1 \ STA 131.00 w \~/J~~~ J J I \ ( / END SKIMMING OPERATION > / ^ / / 1 / t / \ / ~ 1 1\ 111 / , \ \ \ I (I STA 18+00 MAIN CHANNEL _ / ) \ \ ^ ^ 11 \ 1 ) STA 100+00 RIGHT CHANNEL 7NNEL v, HANNEL s Ilk 1 j (/a (,fi 11 I t\ 1~,~ 1 l 1 l ! h\\ { 1 /1111 LAKE ROGERS *0 \A CA i~ \ J 1 f l In I ( 1 l J 1 \ 1 1 (~i) j (li\,1 } / )I 1\( 1 Ill (I l \ ` \ DESIGNED BY: CML/HMV /\l Il (I//~\I \~J (1 l` \ \ C~ ,J / I \ \ l~ % \ 1 i I 1 /II DRAWN BY: KMS/HMV \ , , - \ r CHECKED BY: CML BEGIN SKMMIN r l l ( ~llL OPERATION \ ( \ ( \ j PROJECT NO.: ~ \ / \ , \ ( 2084-AW DATE: \ \ > > \ \ i SEPTEMBER 2007 / J * SCALE: l \ \ \ HOR:1"= 500' ~l !~`l.i If/ 1. ` ~ ) J i . / 1 I I \Il?J~ _ 1\`~~ i (---'V~~ / ~ \1 1\ 1\~\1 ld,~( 1\ \ SHEET 2 OF 29 I I~ ( \ - 2 �/ / Ag" fes,: b , \ \ ! L: ofal I, Am = id . ; \ ® �� }.. .e ,:.T. _ - � 1 .w1* n ?':. ._ III, ` E, S� � t I _• _ \ / _ a. , .<, .H � 9i .. ,.. t"s. _. I _ 1 r 1t. ,. � �`�•, •wl A' I / �i g`+ K Y ,. ♦ l • / , 7 '00,V:O ,�';' 'ti;. /�— —.. T1' •,' .b '� "pau'F _ / .001 el fir! `• �o� -315\ Ile u�p _.� .. �'y \ \ s / p,(•� .. a / -.+' /oeoil 1001 oe loe .01 loe le loll 1.0 ® ® ® \ \ \ ,� / , ♦ , DEWATERING \ \ \ v \ \ \ \ 'o, AREA 10,00 s \ _ -305-j`3 / �/ CLEARING LIMITS ®` 304\..l// l ♦ \\„o \ \ ®� e />/ - 303- _ is, ` \ \ \ \ \ \<` ` ` - _ - / ✓ // / /1 Y FINAL CONTOURS �'30`3� \ \ \�. oil`\ \ \ ® ' /, / ®/ ®/ / /®--303_ I .101 10, \ / tit SILT F CI�PiT. 1 DEVgTERING / / ,o- \ \ ~s / / �•? ,i '; I DEV I SILT FENCE (TYP.) \�w,. /.% ✓ ! a SEE DETAIL I / FL I r; I r I OODPLA All t'd�! .t{t. nY+ !�• ` I ' TEMP STREAM X-ING Creek .'/:'• \ \ 1 s �. �r : - �Lx W- 18' k Buffer B(X' CULVERT �-------- - TEMPORARY ;1 / CNANNELSE B - uffer_ 'Creek 50 _ • / • ` , / \ - " \ \ � / - - \ - I / /FINAL CONTOURS y.,;SILT FENCE (TYP.) l i '$. r r' Y Edited by Foxit Reader % KTT yy / s d' atr a or.s"... Y.p PN ose7obW .q':. ter' '-x ;c<„sssm�.. •s-.= (MAX 20'ALONG -- CLEARING- LIMITS •� `,q. ``. 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A / %�(Y fi W 12' / I ♦� I \' / // t- I-evi/I O01 ff, 1p�, _ \ ' / _s Cf1 . \ �• \ o \ I l e \ w 'S opt a{"FY h / / e t• s 0 0 N co N Z O N y r O WN U LuLu r 0 J Q O g 0 Z W ~ J W W 2 3 cn CD 0Lu 0 0 Lu W Q LL Lu frO m O 0 2 NOT RELEASED FOR CONSTRUCTION CML/HMV KMS/HMV CML 2084 -AW SEPTEMBER 2007 HOR.:1" =100' 3 29 3 zU O w (O z Z tV I..L U � "C Z Lq a Y N C) V M U V z 3 N m Z z v w LU z Q l= M 0 ON d C N M t7 ao z C, � N — OJ "c m LJJ W o z I— (A W NOT RELEASED FOR CONSTRUCTION CML/HMV KMS/HMV CML 2084 -AW SEPTEMBER 2007 HOR.:1" =100' 3 29 3 i \ I / I ( \ V 11 N, / I i 1 /r^~ I o 11 I i /r- 1/ l ~ I I 1 I I I / I y \ ~ / f / II 11 a / i II II 1 ~~~Y/// / ~ / l\ 1 ^ l I I \ I 1 / I 1 1 11 vv ~ 1 11 1 1 I I 1 1 \ \ m o / I 1 9 1 1 cS r ( I Lp / / 1 1 1 ~ / , I I I / \ \ \ / co co \ / rg;cDim I I r • ° w \ 11 Cl) Cl) Cno \ i l ;tea \ 11 i ~ Cl? i 1\1~\ I / I 1 1 00 I I \ ~ Al ~ I \ o 11\ \ 1/ I I I I i/ I / I I _ otiE ~V~~__ / / I / ~ ~ ~ mg~~~?;?, I III I I i / / 1 A\ olm ? 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Z Co ! m• i o -5 co LAKE ROGERS DREDGING PROJECT ~ m CORRECTED WETLANDS LAY :TLANDS LAYOUT DEC 11 2007 .p 3 THE WOOTEN COMPANY o MODIFIED DISCHARGE DITCH ARGE DITCH DEC 112007 e ENGINEERING PLANNING ARCHITECTURE ,,s% BERM AND SEDIMENT DEWATERING BASIN c n = = 1430 B Old Lenoir Road NW Hickory NC 28661 g 9 $ 3 < < 828.322.5533 fax 828.322.5242 EXISTING DAM o D I I I I ( I I I f I I 1 I I I , Cj 1 ~ 1 1 I (n i ~ I 1 11 I r 1 I I ~ I \ 1 1 1 1 ' ` / ' \ 1 1 1 1 I` l \ jl , I , 1111111 t1`11\` 1 1 I \ \ , I I A ~ A A V A I I A / A Vl I I A / AV 1 I I v~ \ 1 / i I I I I P VA 1 A 1 / \ V A vA v i-~~ wvA ~ wv w vvv i tl ~ wvvvvv A \ \ A) I l r v\ v ~ I I vvv 1 ' \ i / _ t v 1 v v i II i v v ' Ni '1 \ 1 ~~T)~ I v v v \ i ~ -U II A A \ d 1 vvv . I \ ~ vvvv\ I / i ~ 11 vvvwA \ I 1 11 v vvA \ I i 1 ~ / I 1 \ / I 1 II oOk~~ I I 1 I I 1 11 I , I , I 1 ~ I O ! \ I 1 11 ~0*O1~ I Q I! 11 \ 1 1 I 1 ' I 1 J '1 I O*gol ~ I I r / I I 1 ! 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THE WOOTEN COMPANY O I~ m , E r .'•w.°.• Cl) /~SMALLTRAVERSE ENGINEERING PLANNING ARCHITECTURE YT ~'~y -SEC STATIONING 1480 8 Old Lenoir Road NW Hickory NG 28601 co $ 3 3 d~®eej't®me a°"',a ~4 r < < 828.322.5533 fax 828.322.5242 8 50 8 00 7 0 7 00 6 50 600 550 500 450 400 350 3@0 250 200 150 100 50 C 5 100 1 00 10 2 00 2 50 3 00 350 400 450 500 550 600 650 980 ppp~- 980 4 Z 4 \ 2 7-5- 975 00 0 270 00 \ 270 STA 4+00 ORIGINAL L =271."9 DESIGN E =274.C9 FmomowmmmmmmffmmwmmmmmMWMMNWA HSIGN EARTHWORK w AREA 0 MATERIAL TO E REMOVED 398.9 -D 398.91 SF VOLUME 0 MATER AL TO 13E REMOVED 1,873 975 -D 1,8 3.23 C z w ~ N Li Z N V V EC ~ uN-i O 6 s V V N V w N Z - z Z -o .rA o m J 49 O ~ N J M O N 06 a ~ N 2 fl] W W w O T w 1 a 3 a w 00 Z 970 J ORIGINAL L =271.49 U DESIGN E =274.47 S O Z D --SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 612.6, -D 612.64 SF W V LUME 0 MATER AL TO 13E REMOVED 2,1_11. -D 2,1_11.05 CY o a U-1 o z w o 2 v LU coo ° w o O co p z w X + Q 0 T w Q y J 9190 Z O U lppw~ W J 2 9 5 Z 00 00 1 _ STA 2+00 U1,6NA~ FIE 970 DESIGN E =275.68 H SIGN EARTHWORK U 5,5 6 73--ST-- VOLUME 0 MATER AL TO E REMOVED 2,951 -D 2,9 1.55 C eeeaeugep4 e S 97 985 SEDIMENT TO BE EMOVE ceeeineeeea\ EXISTI G LAKE 130TTOM DESIGNED BY: 1 gRo (TOP F SEDIMENT) WATE ELEVATION CML/HMV DRAWN BY. -.002110000- 9 19 - IMIS / HMV 00 0o CHECKED BY: CML PROJECT NO.: 97 2084-AW DATE: ORIGINAL LAKE: BOTTO STA 1+00 0 IGINAL L =276. 3 SEPTEMBER 2007 SCALE: NE LAKE BO OM DESIGN E =278.83 HOR.:1' = 50' (ELEV. = 276.5 VER.:1°=5' D [SIGN E RTHWO K REA OF MATERIAL TO B REMOV D 1,04 ) 1, 0 4 .91 SF SHEET 8 OF 29 V LUME 0 MATERIAL TO 13E REMOVED 1,9 5 -D 1,9i5.01 CY 8 80 80 70 7 0 60 60 5 0 50 40 40 30 30 20 20 10 10 50 50 10 1 0 1 0 2 0 2 0 3 0 3 0 4 0 450 500 5 0 6 0 6 0 80 80 70 70 60 60 550 500 40 40 30 30 20 20 10 10 50 5 10 1 00 10 2 00 2 50 3 00 350 400 450 500 550 600 650 980 - 280 8 97.9 9 7.9 8 z o 00 ` 00 - - W r r r r r r 270 STA 8+00 ORIGINAL L =271.$9 D --SIGN E RTHWO K AREA 0 MATERIAL TO E REMO JED 218.91 D 218.91 SF W ,Fn r.,--n 4R ry w ~ z ° N Vi. s Z N U ~ G ~ L1'J U M O U O N Z ~ p') Z Z X Z ~ w W B J r LL) c nj J M O N 280 O W ? C N w m T- W M 2 ti 7 275 / y 275 00 \ / 00 110, r- r z 970 970 0 U STA 7+00 2 ORIGINAL L =272. Dl O Z U W D --SIGN E RTHWO K O AREA 0 MATERIAL TO E REMOVED 132.3 D 132.35 SF o a g H O Z W O w o = 00 ~ LU U) O LL o O cn co °o Z W 7G o arc w Q } J 9-80 F Z O w 6 \ / Z 275 275 6 J Q 00 \ 00 CD / / 270 270 w STA 6+00 ORIGINAL L -271.115 D SIGN E RTHWO K rop+u+p+ 91 AREA 0 MATERIAL TO E REMOVED 239.01 CA,q • , D 239.08 SF SEA 97 DESIGNED BY: CML/HMV 980 DRAWN BY: KMS/HMV CHECKED BY: CML PROJECT NO.: 5 low 9 7 5 2084-AW + 975 / 00 DATE: 00 \ i SEPTEMBER 2007 - - - - ~ SCALE: \ D SIGN EARTHWORK HOR.:1"=50' 970 AREA 0 MATERI L TO E REMO ED 391.89 SF VER.:15' V LUME 0 MATER AL TO E REMOVED 1,4E4.44 C SHEET 9 OF 29 STA 15+00 ORIGINAL L =270.96 ESIGN E =273,91 9 80 80 70 70 60 60 50 50 40 40 30 30 20 20 10 10 50 5 10 1 0 1 10 200 250 3 TO 3 TO 4 TO 450 500 5 TO 6 TO 6 TO 80 80 70 70 60 60 550 500 40 40 30 30 20 20 10 10 5 50 10 1 00 1 50 2 00 2 50 3 00 3 50 400 450 500 550 600 650 - 980 \ 12 275 9 7 12 co 0 00 o~ 00 w - - - - °C 270 970 STA 12+00 0 IGINAL L =270.139 DESIGN E =273.57 D --SIGN EARTHWORK AREA 0 MATERIAL TO 13E REMOVED 75.32 -D 75.34 SF OLUME F MATE IAL TO BE REM VED 322. 'ED 3-22.86 C W W t~0 z N Z N Al V ? O Q Y N V N M U z - Z x ~ a w W c) _ L9 d N 980 9190 O J M CJ Z N C 6 CD ~ LU W o W N 2 11 \ 11 ~ W 2 7 5 275 00 \ 00 Z 270 270 J STA 11+00 cc U ORIGINAL L =271.()6 H DESIGN Ell- =273.82 O Z V W 0 D --SIGN E RTHWO K cr Cc 0 (L O F) inA Al m Z LU O OLUME F MATE IAL TO BE REM VED 3 2. ED 3 2.32 C w o = T aC w top v o U LL- z cc: to O 0 o x m w Y 280 J 980 it Z U 10 \ 10 9 7 5 275 00 \ 00 270 STA 10+00 ORIGINAL L =27U)6 ESIGN E =274. 1 D --SIGN EARTHWORK AQ k ~QR so.1o OLUME F MATE IAL TO BE REM VED 3-3. 'ED 3-/3.02 C _ FESS "SEAL 29 111111 DESIGNED BY., CML/HMV 9,90 DRAWN BY: KMS/HMV CHECKED BY: CIVIL 9 2 7.9 9 PROJECT NO.: 2084-AW 00 - - - - - - - - O0 DATE: SEPTEMBER 2007 D SIGN EARTHWORK SCALE: H0R.:1"=50' - 270 VER.:1" = 6 OLUME F MATE IAL TO BE REM VED 5-19.44 C CTS a+nn 0 IGIN L =272. 8 SHEET 10 OF 29 DESIGN E =274.55 10 80 80 70 70 60 60 50 50 4! 1 40 30 30 20 2( 1 10 T 50 5 10 1 10 110 200 250 3 TO 3 TO 4 TO 450 500 5 TO 6 TO 6 TO 80 80 70 70 60 60 550 500 40 40 30 30 20 20 10 90 50 50 10 1 00 1 50 2 00 2 50 3 00 3 50 400 450 500 550 600 650 280 280 rT6 ~ 16 975 Z - 97 0 00 w - - - - 970 STA =16+00 970 ORIGINAL L =272.04 DESIGN E =274.29 AREA 0[ MATERIAL TO 13E REMOVED 27.13 VOLUME F MAT RIAL TO BE REMOVED 9 -D 27.13 SF QED 98.22 CY W W Cep z p~ N Ll = z N U ~ 6 ~ aai O Q Y N U N M U _ 06 z _ z x ED o a ¢ m J LL7 O d c ni O J N 9Rn M C W Z ~ N K CQ ~ W W O W ti Z 15 \ 15 E- i 97.9 W 275 00 00 270 STA 15100 J 970 ORIGINAL L =271.68 v ESIGN E =274.1 0 z U W H SIGN EARTHWORK AREA 0 MATERIAL TO 13E REMOVED 25.91 -D 25.91 SF 0 ~ °o Z w Co co O U- 0 cn W cl) CD M w X ci 00 w 980 980 0 w 14 \ rT4 Z 275 a 00 - - - - - - - - - - - - - STA -14+00 ORIGINAL L -271.01 DESIGN E =274.04 D --SIGN E RTHWO K e°®tlu°AI AREA 0 MATERIAL TO 13E REMOVED 46.76 v\ CA -D 46.76 SF F ~ °1i . s•® L 92 e', 9~ E~ ep e igOA DESIGNED BY: CML/HMV WA ER ELEVATION 280 DRAWN BY. KMS/HMV 281.00+/- EXISTING LAKE BOTTOM CHECKED BY: (TOP OF SEDIMENT) CML 13 \ 2084AW i 975 97 13 PROJECT NO.: OO DATE: SEPTEMBER 2007 SCALE: - - - HOR.:1°=50' 970 ORIGINAL LAKE BO OM - - - - STA 13+00 U KAWAL L =Z/U. 4 U NVN E K I HWU K DESIGN E =273.68 AREA 0 MATE IAL TO 13E REMOVED 83.45 SF SHEET 11 of 29 11 850 8 0 7 0 7 0 650 6 0 5 0 5 0 450 4 0 3 0 3 0 2 0 200 1 0 1 0 5 1 0 1 0 110 200 250 3 0 3 0 4 0 450 510 5 0 6 0 6 0 80 80 70 70 60 60 550 500 40 40 3,150 30 20 20 10 10 50 50 10 1 00 1 50 2 00 2 50 3 00 3 50 400 450 500 550 600 650 280 980 20 975 9 5 20 z 0 00 - 00 w - - - - - - - - - - - - - - - - - - - - - - - - - - - cc 970 STA =20+00 970 DESIGN E =274.62 D -SIGN EARTHWORK ARrA OL' MATE Al: C) Pr RF:MOVF!D 89.46 ~D 89.46 SF OLUME IF MATERIAL TO BE REMOVED 3C3. 'ED 3C3.03 C W W z Al N LL z GV U ~T O a s w U_ CV _ M fs N Z '_'i pp - Z X W J ~ 6 ~ N O 980 "Ilk U M O N Z ~ N 2 m LJJ W a W Z .r 19 275 z 19 ~ " W 275 00 00 a Z 970 STA 19+00 J 970 0 DESIGN E =274.66 U F- Z D --SIGN E RTHWO K 0 AREA 0 MATERIAL TO E REMOVED 74.18 -D 74.18 SF o2c OLUME F MATERIAL TO BE REM VED 21 J 'ED 2T.80 CY 0 t- °0 o m z w + w 0 = N cc 0 cc uj w0 tL 0 cn L cl) LJ O Z W X ~O 0 w 980 980 0 18 275 18 > Z a 00 970 STA 18+00 2-70 ORIGINAL L =272.,55 DESIGN E =274.54 D --SIGN E RTHWO K AREA 0 MATERIAL TO 13E REMOVED 43.96 -D 43.98 SF OLUME F MATERIAL TO BE REM VED 15 ®®gg0P0M106BBBg~O,~ 'ED 15D.92 CY ~R®®®® m SEAL ®^o s 92 o e®®® aen~BU~®®Ae©~ DESIGNED BY: CML/HMV 980 DRAWN BY: KMS/HMV CHECKED BY: CML 17 PROJECT NO.: 17 + 975 975 2084-AW 00 ~ OO DATE: SEPTEMBER 2007 - - - - - - - - - SCALE: HOR.: V= 50' STA 17+00 970 970 VER.:1°=5' ORIGINAL L =272.17 CC`I(`AI C _')-7 A 9 D SIGN E RTHWO K LJIVIV L L/'t. 1 AREA 0 MATE IAL TO 13E REM VED 37.52 SF sHEEr 12 of 29 OLUME F MATE IAL TO BE REM VED 119.73 CY 12 850 8 0 7 0 7 0 650 6 0 5 0 5 0 450 4 0 3 0 3 0 2 0 200 1 0 1 0 0 1 0 1 0 1 0 200 250 3 0 3 0 4 0 450 500 5 0 6 0 6 0 8 50 8 00 7 50 7 00 6 50 6 00 550 500 4,50 400 350 300 250 200 1 0 100 50 0 100 1 00 1 50 2 00 2 50 3 00 3 50 400 450 500 550 600 650 280 280 1 24 24 Z 275 1 \ - 27 0 00 00 co w STA =24+00 270 ORIGINAL L =273. 4 270 DESIGN E =275.43 H SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 276.1C D 276.10 SF VOLUME 0 MATER AL TO 13E REMOVED 1,098. D 1,0 8.39 C W 6 W li. Z N U V G ~ uJ C) < Y N U_ N V U N ai t0 Z x ~ v w W o O ~ N O J N 280 9 19 0 W M ~ N LU W O Z r+ w 23 23 ~ 975 W 275 00 00 STA =23+00 Z 270 ORIGINAL L =272.)4 J 270 DESIGN E =275.32 U I=- Z D --SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 317.04 D 317.04 SF W VOLUME F MATE IAL TO BE REM VED 9S4. 'ED 9S4.64 C o a 00 0 F- °o z w + LU = N U w co 0 0 (n LU O Z W X + 0 N Q W Q J 280 280 z U 22 Noma mmmmmmmmww~ - 275 27 22 Z Q 00 00 (3 STA =22+00 270 ESIGN E =275.1 ea"O last®4e® D --SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 220.0 D 220.07 SF ~AROt'a• ms w'ED 6-'--4.86 C °QOFESS'°~e OLUME F MATE IAL TO BE REM VED 6-'--4. EAL 97 efil DESIGNED BY: CML/HMV 280 280 DRAWN BY: KMS/HMV CHECKED BY: CML 21 1 2084-AW 97 21 PROJECT NO.: 00 00 DATE: SEPTEMBER 2007 - SCALE: STA 21+00 HOR.:1 V= 50' 270 D SIGN E =274.84 DESIG EART WORK VER.:15' APP np- KAATF- PI Al n R( P Nnnvl-n F~r F- /\I\L \ VI IVI/ I LI\I/\L 1 V LlL 1\ IVIV V LV I~/~1 ~/V 1 VOLUME OF ATERIAL TO BE REMOVE 413.00 CY SHEET 13 of 29 13 8 50 8 0 7 TO 7 TO 6 50 6 TO 5 TO 5 0 450 4 0 3 0 3 TO 2 0 200 110 190 5 5 1 0 1 0 1 0 200 250 3 0 3 0 4 0 4 0 500 5 0 6 0 6 to 80 80 70 70 60 60 550 500 40 40 30 30 20 20 10 10 50 5 10 1 00 1 190 2 00 2 50 3 00 350 400 450 500 550 600 650 980 28 28 z - 275 975 0 - 00 j STA =28+00 W ORIGINAL L =273.36 H SIGN EARTHWORK AREA 0 MATERI L TO E REMOVED 128.54, D 128.54 SF W W z Q N S ~ N V V 6 Z` u7 O ¢ i N u M Z Z Z W Lu O _ O J N ~ M 280 Z ~ N 6 m ~ Uj W O W O7 27 97.9 27 ~ Z W 9-7 00 STA -27+00 ORIGINAL L =27J. f)4 Z 970 =I 0 0 z U W D --SIGN EARTHWORK O AREA 0 MATERIAL TO 13E REMOVED 67.57 Cr -D 67.57 SF 0- H°o z w + W 0 = N U u ~0 O cn ~ O Z W X LO 0 N W Q J Z O U 26 275 26 Z 27 Q 00 - - - - - - - - - 00 STA =26+00 ORIGINAL L =27J.,+2 270 97 D SIGN EARTHWORK AREA 0 MATERIAL TO 13E REMOVED 72.2- -D 72.23 SF v®~~N°°~°AR° °d° m~ffi 97 Mocal% DESIGNED BY: CML HMV 280 W TER ELEVATION EXISTING LAKE BOTTOM 9RO DRAWN BY: 281.00+/- (TOP 0 SEDIMEN KMS/HMV CHECKED BY: CML 25 25 PROJECT NO.: 975 2M-AW + 975 00 - - - - - - - - - 00 DATE: SEPTEMBER2OO7 STA =25+00 SCALE: HOR.:1" = W ORIGINAL LAKE BO OM 0 IGINAL L =273. 0 270 r DrSIGN H- =2T5-.49--- 970 VER.:1" = S H SIGN EARTHWORK AoE-A n nn ATE-IDI Ai -rn E- rDE-nen iE-n 1-7Q CIF, CE- "\L P1 VI VI I LI\I L. I U L I\LIV[ll LL) I / U.0..1 JI OLUME F MATE IAL TO BE REM VED 842.67 C SHEET 14 of 29 14 80 80 70 70 60 60 50 50 40 40 30 30 20 20 10 10 50 10 1 0 1 0 2 0 2 0 3 0 3 11 0 4 0 450 500 5 0 6 TO 6 to 8 50 8 00 7 50 7 00 6 50 6 00 550 500 450 400 350 300 250 200 150 100 50 0 100 1 00 1 50 2 00 2 0 3 00 350 400 450 500 550 600 6 0 280 980 27 32 32 z 975 0 - - - - 00 co W 1%, ~o STA -32+00 ir ORIGINAL L =274.30 9-70 DESIGN E =276. 6 970 D -SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 181.60 D 181.60 SF OLUME F MATE IAL TO BE REM VED 580. ED 580.21 CY W C W fop Z° a N S = N U C 7 Q z U N CD Q s m m Z - Z x z a ~ W ~ o Q ~ M J ~ O ~ O ll~ N 280 O N M Z ~ N 6 OO ~ w T w J.~ z 31 31 ~ _ 975 + 275 00 STA 31+00 0 IGINAL L =273.96 a Z 970 FFSIGN E- =27L21 J 9-70 V D SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 131. 1 D 131. 1 SF OLUME F MATE IAL TO BE REM VED 6 5. ED 6 5.29 C Z U W O cr- 0 (L 0 0 I- O z W + W p = M cr w U) O LL- C3 LLJ 0 co °o Z Lu cc + X m C'3 N OO 00 w a J ,dole 980 Z U W 30 _ _ 975 30 00 - 00 STA =30+00 ORIGINAL L =273.84 970 DESIGN El =276-08 270 D --SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 211. 4 D 211. 4 SF OLUME F MATERIAL TO BE REM VED 9 0. 'ED 9 0.40 C °CA&` # N9le:2e® % • ee• SEA ~;liee IpE~Q;.~s~a•~~ si ~ eOgl 9BB,,4BAIeteA®~ DESIGNED BY., CMLlHMV 9190 DRAWN BY: KMS/HMV CHECKED BY: CML 29 97.9 - - 29 PROJECT NO.: 2084-AW 00 - OO DATE: SEPTEMBER 2007 STA =29+00 ORIGINAL L =273.75 SCALE: D -SIGN E RTHWO K HOR.:150' 11 VER.:1 5' 970 F)IF7,lrN Fl =?7,5 90 OLUME F MATE IAE TO BE REM VED 8 7.05 C SHEET 15 OF 29 15 80 80 70 70 60 60 50 50 40 40 30 30 20 20 10 10 50 5 10 1 0 1 0 200 250 3 TO 3 0 4 TO 4 0 5 0 5 TO 6T0 6 TO 80 80 70 70 60 60 550 500 40 40 30 30 20 20 10 10 50 50 10 1 00 1 0 2 00 2 50 3 00 350 400 450 500 550 600 650 280 36 ~ 975 97 36 Z 0 00 STA =36+00 W cr ORIGINAL L =274.76 970 DESIGN E =276.47 970 D --SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 179.0- -D 179.04 SF OLUME F MATERIAL TO BE REM VED 6-/l. ?ED 6-/1.91 CY W s W W L.~~ Z N U V O 6 j N ti M U U N 2 'S op Z - Z X LLJ a O m J i LL9 O d ~ N 9190 O J N U M 980 a Q N 6 OO ~ L-u W o 2 W 2 _ 35 975 35 r- - W 975 STA =35+00 00 ORIGINAL L =275.23 a 270 DESIGN E =276.40 Z J 970 U D --SIGN E RTHWO K 2 AREA 0 MATERIAL TO E REMOVED 183.8( -D 183.80 SF OLUME F MATERIAL TO BE REM VED 8 0 ?ED 8 0.96 CY Z U W O cc cc: 0 C:> O LU Z W co cf) c coo O W O z W X M 0 0 W J 980 Z O U J 34 34 975 - Z 00 STA =34+00 ORIGINAL L =275.15 270 DESIGN E =276.33 970 D --SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 297.3 -D 297.32 SF VOLUME 0 MATER AL TO 13E REMOVED 1,089 -D 1,0 9.49 C Oos~,"V.. CAt,O ° E L Mill l DESIGNED BY. CIVIL HMV 9190 DRAWN BY: KMS/HMV CHECKED BY: CML 33 975 PROJECT NO.: r _ 9 T9 33 2W4-AW 00 DATE: STA =33+00 SEPTEMBER 2007 ORIGINAL L -274.40 SCALE: 970 DESIGN E =276.20 97 VER.:1" = 6 n ~innr n-ri ien v u I uv R nwu T r\ AREA 0 MATERIAL TO E REMO ED 291.0( D 2 91.0 0 SF SHEET 16 OF 29 OLUME F MATE IAL TO BE REM VED 8 5 /ED 8-/5.19 CY 16 80 80 70 70 60 60 50 50 40 40 30 30 20 20 10 10 50 5 10 1 0 1 0 2 0 2 0 3 0 3 to 4 0 450 500 5 0 6 0 6 0 90 90 80 80 70 700 650 600 50 50 40 40 30 30 20 20 10 10 50 50 1 00 1 50 2 00 2 50 3 00 350 400 450 500 550 980 40 975 40 Z 275 0 00 STA =4( STA =40+00 00 ORIGINAL FIL SINAL L =274.79 c 970 DESIGN E SIGN E =277.00 270 D SIGN EAR SIGN E RTHWO K AREA 0 MATERIAL TO E TO E REMOVED 214.15 SF V LUME 0 MATER AL TO E L TO E REMOVED 1,2 0.11 CY W s W [~D z I..L Z Z N tJ T O a Y N , N U N Z ~i pp Z Z Z w W ~ o Q ~ M u> O d h C N C) J N ~ M 980 Z Q N K Op ~ LJJ W O W ti Z 39 + 275 2 T9 - 00 00 ~ STA =3~ STA =39+00 ORIGINAL EL FINAL L =274.52 270 DESIGN El- Z SIGN E =277.23 270 J D--SIGN EAR SIGN E RTHWO K AREA 0 MATERIAL TO E TO E REMOVED 471.71 SF V LUME 0 MATERIAL TO 13E TO 13E REMOVED 2,1 0.65 C 0 U W O ~ H O z W O w o m: 'ItT c LU coo OZ °C c? O W X M O0 O cc: w 280 z 0 U W 38 38 97.9 Z _ - 00 STA =3f STA =38+00 00 ORIGINAL EL FINAL L =274. 6 970 ESIGN E SIGN E =277.1) 270 D --SIGN EAR >IGN E RTHWO K AREA 0 MATERIAL TO E TO E REMOVED 662.64 SF VOLUME 0 MATER AL TO E TO E REMOVED 1,7 9.29 C SEAL 297 ' A4. tat0 i DESIGNED BY: CMLlHMV 9190 980 DRAWN BY. KMSlHMV CML 00 CHECKED BY: ago 37 37 PROJECT NO.: - 27.9 2084AW 275 - 00 - - - - DATE: STA =3; SEPTEMBER 2007 STA -37+00 00 0 IGINAL L FINAL L =274.133 SCALE: DESIGN E H SIGN E =276.99 270 VR. 1" 50' D SIGN FAR ;IGN F RTHWn K AREA 0 MATERI L TO E TO E REMOVED 271.17 SF SHEET 17 OF 29 OLUME F MATE IAL TO B AL TO BE REM VED 833.72 C 17 9 TO 9 0 8 0 8 0 750 7 0 6 0 6 0 550 5 0 4 0 4 0 3 0 3(,)o 2 0 2 0 110 1 0 0 50 1 0 1 0 2 0 2 0 3 0 3 0 4 0 4 0 5 0 5 0 80 80 70 70 60 60 550 500 40 40 3,150 30 20 20 10 10 50 50 10 1 00 1 50 2 00 2 50 3 00 3 50 400 450 500 550 600 650 980 44 ` - 975 STA -44+00 44 z 97 0 00 ORIGINAL L -275,70 00 in DESIGN E =277.00 W 270 970 D=-N, -L*-RTHVV0RK AREA 0 MATERIAL TO E REMOVED 328.C -D 328.06 SF V LUME 0 MATER AL TO 13E REMOVED 1,16). =D 1,16 .99 CY w w ~ ^ N I..L z Z N U ~ 6 7 75 Lc) 6 y N 985 z ° U N V N Z ~i M Z - Z X Z C w W o a [C m 43 43 o J ` ~ N 2190 9190 d o~ O J N U M 00 s m w w ~ ~o T w i a w 9 7.5 =45+00 ORIGINAL L =275. 4 DESIGN E =277.00 z J 0 AREA 0 MATERIAL TO E REMOVED 303.7 -D 303.73 SF V LUML 0 MATER AL TO E REMOVED 1,19 . -D 1,19 .69 CY 0 z U W O 0 C'3 1- O z W + W v~ 2 LU in U LU Wo ° w o 985 985 O cn p z °C 1 + w x T 0O O W 42 qRn 42 Q 280 - 00 Z 00 0 U W 975 Z 975 Q S7 =42+00 U 0 IGINAL L =275.16 DESIGN E =277.00 AREA 0 MATERIAL TO E REMOVED 341.91 :D 341.94 SF OLUME F MATE IAL TO BE REM VED 942 /ED 9 2.95 C ®ea®aaaaeaaga,Sa 9 0® 9297- SEAL, 9297 985 0 son' Ols EXISTING LAKE BOTTOM MOM DESIGNED BY: 41 (TOP OF SEDIM NT) 980 \ *NsL IT) WAT R ELEVAT ON 41 CML /HMV 98 DRAWN BY. 281.00+7- 00 KMS / HMV 00 CHECKED BY: CML 275 PROJECT NO.: 2084-AW 975 DATE: ORIGINAL LAEBOTTO STA =41+00 0 IGINAL L =274.98 SEPTEMBER 2007 ~ SCALE: DESIGN E =277.00 HOR.:1 V= 50' VER.:1 5' AREA 0 MATERIAL TO E REMOVED 167.2E D 167.26 SF OLUME F MATE IAL TO BE REM VED 706 . /ED 7 6` 3 2 C SHEET 18 OF 29 18 8 0 8 0 7 0 7 0 650 6 0 5 0 5 0 450 4 0 3 0 3 0 2 0 200 110 1 0 5~ 50 LO 1 0 1 0 200 250 3 0 3 0 4 0 4 0 500 5 0 6 0 6 0 80 80 70 70 60 600 550 500 40 40 30 30 20 20 10 10 50 50 10 1 00 1 50 2 00 2 50 3 00 3 50 400 450 500 550 600 650 280 48 7SIGN - - - - 1 975 STA -48109 ~ 48 c 9 5 n z 0 00 GINAL L =276.03 i 00 E =278.1 w 970 AREA OF MATERIA TO B REMOVED 1,028- 1,028.38 SF VOLUME 0 MATER AL TO E REMOVED 3,511. -D 3,5 1.09 CY w w z L1. Z N U ~ C ~ L<1 O 6 Y N U_ N 285 V N Z =i ~ Z Z X 2 y w W ~ o Q ~ M 47 2190 G N 47 wc) J ` ~ M 28 O m " 00 " 0 LU 0 w = w 975 11 A w 275 ORIGINAL L =275. 9 DESIGN E =277.81 Z J AREA 0 MATERIAL TO 13E REM VED 867.( FD 86 .61SF VOLUME 0 MATER AL TO E REMOVED 2,57E -D 2,5 8.79 C or- 0 C) w 0 0 ° 0 0 h o z w ooo ca - LLI (D _ ~ LLI ~O v a LL. 0 U3 ( °o 985 Z w a ~n 00 0 w 46 9RO 280 46 00 00 0 J J 275 STA -46 1 00 975 Z Q ORIGINAL L =275. 2 DESIGN E =277.55 AREA 0 MATERIAL TO E REMOVED 524.9 D 524.94 SF V LUME 0 MATER AL TO E REMOVED 1,696 -D 1,6H.13 CY °aa®aaeece tie" Q*~ 6o e ??e EAL 297 F• j 285 285 s~ M hxne®® DESIGNED BY: 45 980 45 CML/HMV 280 DRAWN BY. 00 00 KMS/HMV CHECKED BY: GML PROJECT NO.: 975 275 2084-AW ORIGINAL L =275. 5 DATE: ' SEPTEMBER 2007 DESIGN E =277. 9 SCALE: HOR.:1 V= 50' VER.:1°=6 AREA 0 MATERI L TO E REMO ED 390.9 D 390.97 SF VOLUME 0 MATER AL TO 13E REMO ED 1,3 1. =D 1,3 1.54 CY SHEET 19 OF 29 19 80 80 70 70 60 60 50 5 0 40 40 30 30 2 0 20 10 10 510 5 10 1 0 1 0 200 250 3 0 3 0 4 0 450 500 5 0 6 0 6 0 8 50 8 00 7 50 7 00 6 50 6 00 550 500 450 400 350 300 250 200 1,90 100 5 5 100 1 00 1 50 2 00 2 50 3 00 3 50 400 450 500 550 600 650 280 mmmmmm----- 980 mmom somm 52 52 Z STA =52+00 1 275 00 ORIGINAL L =277.15 975 O DESIGN E =279.59 00 w w cr-970 970 D --SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 942.1, -D 942.14 SF V LUME 0 MATER AL TO 13E REMOVED 3,27f -D 3,2 8.08 C W W tip Z V .-q F ~ N 11 s Z N U ~ O 6 y N 285 9-85 C p N M 06 U Z - Z x W = ~ M 51 51 o O JN 980 M 00 W 00 o N 2 OO W W O T W rM~-1 1 Z fJ 275 STA ORIGINAL L =276. 5 W 275 D --SIGN E =278.54 Q Z D -SIGN E RTHWO K J AREA 0 MATERI L TO E REMOVED 828.0 :D 828.03 SF a VOLUME 0 MATER AL TO 13E REMOVED 3,4 =D 3,4/7.34 C 0 z V w O w 0 O H O z W + W C%j cc w U w cn 0 W O O p z w Xm O0 O cr w 50 qRn 280 50 00 00 0 W J J_ 275 -STA Z 9 7 53 Q ORIGINAL L -276.'-)6 Q Q) ESIGN E =279.1 D --SIGN E RTHWO K AREA OF MATERIA TO B REMOVED 1,049.7 I 1,049.74 SF VOLUME 0 MATER AL TO 13E REMOVED 3,7 -D 3,7 7.67 C 'ANAL CAR®®®®®® ®«°°Q~ omoo®° o (°e® l ® EAL. 97 9 F ~ pax®®~ 985 ad vaacxePp®i~ DESIGNED BY. 49 280 49 CML/HMV -..dew 980 DRAWN BY: KMS/HMV 00 ONION 00 CHECKED BY: GML PROJECT NO.: 975 Q -E A A. 975 2084-AW 0 IGINAL L =276.48 DATE: ' SEPTEMBER 2007 DESIGN E =278.88 SCALE: D SIGN E RTHWO K HOR.:1' = 50' VER.:1' = 5' REA OF MATERIA TO B REMOVED 1,001.0 1,001.01 SF II I IKdC n NAATCD Al T(-) C DCeen /D(l 7 7 S F) 7 -7 V LVIVIL VI IV[ /-1I L- I\ rAL- I V L IALIVIV V L- L,/ 80 80 70 70 60 60 50 50 40 40 30 30 20 20 10 10 50 50 10 _V ~l/ V IL V I SHEET 20 OF 29 20 1 0 1 0 200 250 3 0 3 0 4 0 450 500 5 0 6 0 6 0 80 80 70 70 60 60 550 500 4,50 40 30 30 20 20 19,0 10 50 50 10 1 00 10 2 00 2 50 3 00 350 400 450 500 550 600 650 z O w W 6 W ~ U Q F ~ CL N Z N V 6 Y N 75- U_ N _ M C) U W N Z _'S ap Z - Z x z -o w W o Lq O d C Lq ~ N O ~ N ~ M Z Q N fa O LJJ W O Z W ti 2 CJ Z W zZ J 0 v 0 z U W 0 O d 0 O H Z W w F5 = O U ~ Cn + -F U- W 0 co LO O z w X O F-- cc w z 0 0 W J J Z Q C'3 0ly9N 0 EAL 97 DESIGNED BY: 53 53 CML/HMV 280 DRAWN BY: i 980 KMS/HMV 00 00 CHECKED BY: STA =53+00 CIVIL ORIGINAL L =279.05 PROJECT NO.: 275 DESIGN E =280.45 2 7 2084-AW DATE: SEPTEMBER 2007 D SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 410.7V LUME 0 MATER AL TO E REMOVED 2 5 ` D 410.77 SF SCALE: =D 2,505.3 8 C VER.:1°=6 I t T SHEET 21 OF 29 21 8! 0 70 70 60 60 50 50 40 40 30 30 20 20 10 10 50 5 10 1 0 1 0 200 250 3 0 3 0 4 0 450 500 5 0 6 0 6 0 60 60 50 50 40 40 350 30 20 20 10 10 5 5 10 10 20 20 30 3 00 3 50 4 00 4 50 5 00 5 50 600 650 700 750 800 850 980 103 103 z O 00 o STA = 03+00 970 DESIGN E =274.64 D --SIGN E RTHWO K VOLUME OF SEDIMENT T BE REMOVED .00 CY W 6 W cep H W LL Z N U !`T C ~ uY O 6 y N v N V ~ N Z Z ?i CO Z X Z V w o Lu J r 4J d N 980 O J N U M Z O N 6 GO W W W o W ti Z 102 f% -7 Q 102 W 97.9 00 - STA = 02+00 J 270 ORIGINAL L =272. 1 0 U DESIGN E =274. 9 2 O D -SIGN EARTHWORK Z AREA F MATERIAL TO BE REMOVED 0.00 SF U W VOLUME OF SEDIMENT T BE REMOVED .00 CY O OC O + 0 0 EL C:) Z W cO W O T cc LU cn p LL. O a~ W O w X o 0 0 o w a 280 O 975 101 z a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 CD 970 ORIGINAL L -272.P2 DESIGN E =274. 6 D --SIGN E RTHWO K AREA F MATERIAL TO BE REMOVED 0.00 SF VOLUME OF SEDIMENT T BE REMOVED .00 CY 0~~°° ~OF os oo°~ oo ~mm EAL m 29 F °Fo°°e o. . DESIGNED BY. CML/HMV 980 DRAWN BY: l4NS /HMV CHECKED BY: CML 97 100 PROJECT NO.: 2084AW DATE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEPTEMBER 2007 SCALE: HOR.: 1" = 5V 270 VER.:1 ° = 5 ORIGINAL L -272.53 DESIGN E =274.53 SHEET 22 OF 29 D SIGN EARTHWORK AREA F MATERIAL TO BE REMOVED 0.00 SF VOLUME OF SEDIMENT T BE REMOVED .00 CY 22 60 60 50 50 4,50 40 3 0 30 20 20 10 10 50 50 10 10 20 2 0 3 0 3 0 3 0 400 450 5 0 5 0 6 0 650 700 7 0 8 0 8 0 60 60 50 50 40 40 350 300 20 20 10 10 50 50 10 10 200, 20 30 3 00 3 50 4 00 4 50 5 00 5 50 600 650 700 750 800 850 _ 107 z - - - - - - - 0 - - - - pp on W Ir STA =07+00 970 QF)IGINAI FI =97? 970 DESIGN E =275.03 DESIGN EARTHWORK AREA 0 MATER AL TO E REMOVED 35C.24 SF W W ~ z N Q S = N U V O Q s V U_ N _ M U Z - Z x W ° o y Q ~ M J LSJ o d '0 t{J ~ N O J N ~ M 'O CO Z Q N S Cp W WT W O T- W M 2 GY z 106 ~ / W 975 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 STA = 06+00 Z 970 J 0 DESIGN E =274. 2 6 V F- DESIGN EAR THWO K 0 AREA 0 MATER AL TO E REMO ED 144 68 SF z VOLUME F MATERIAL TO BE REMOVED 551.69 CY 0 W 0 O a O 0 O UJI O Z W w C/3 0 O Z I= c 9 7 LLl X O F- I r W Q J 980 qRn Z 0 U J 1 Z -L 7275 a - - - - - - - - - - - - - - - - - - - STA -05+00 270 OF),IGINAL: L -272-61, 970 DESIGN E =274. DESIGN EAR THWO AREA 0 MATER AL TO E REMOTE D 153 23 SF VOLUME F MATERIAL TO BE REMOVED 337.41 CY e CARO~~l®Oi SEAL 97 Floes% DESIGNED BY. CML/HMV 980 280 DRAWN BY. KMS/HMV CHECKED BY: CML 4010 4~ 194 PROJECT NO.: 975 2084-AW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ OO DATE: - - - - - - - - - - SEPTEMBER 2007 - - - - - - - - - - - SCALE: HOR.:1" = 50' 270 STA = 04+00 970 VER.:1" = 5' 0 IGINAL L =272. 8 Fl C`I(,AI rl n~ A O A U JINN C -z / `F. `F SHEET 23 OF 29 DESIGN EARTHWORK AREA Ol' MAIEHIAL 10 3E REMOVED 28.9/ S~ VOLUME OF MATERIAL T BE REMOVED 53.65 CY 23 60 60 50 50 40 4 0 30 30 20 20 10 10 0 510 10 10 20 20 30 3 0 3 0 400 450 5 0 5 0 6 0 6150 700 7 0 8 0 8 0 70 60 60 50 50 40 400 350 30 2,50 20 10 10 5 50 10 10 20 20 2 50 3 00 3 50 4 00 4 50 5 00 550 600 650 700 750 800 280 980 111 _ 275 975 111 z ~Q ~o - 00 cn STA 111+00 W 970 0 IGINAL L =273. 5 970 D -_SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 259.91 SF W W Cp z Q Li/~ N - Z N U V (D Q Y V U_ N _ M U U N Z ~ W z Z X Z ~ w W o" Cl ~ N O J N 980 1%, U M Z O N (G 00 ~ LU W O W ti 2 110 z 110 ~ " _ W 975 - - - - -pp - WOMAN" 00 STA =110+00 Z 970 ORIGINAL L =27,3.V0 J 270 DESIGN E =275.46 0 Q U D --SIGN E RTHWO K 0 AREA 0 MATERIAL TO E REMO ED 163.97 SF Z U W O oC O O W o z LLI _ W O = r U w (f) O LL. LL! O O cc + z w X co o 0 o T w WATER EVATION 281.00+1- 0 U 109 - N_ 109 275 Z 275 - 00 ~ - - - - - Op STA = 09+00 970 ORIGINAL L =273.07 ESIGN E =275. 1 - D --SIGN E RTHWO TIED AREA 0 MATERIAL TO E REMO 413195 SF 00~®®~j. ~CF a o02 0~~m® 9~ a EAL 2 EEB`o A`~D ®BB~®® X409 gm EXISTING LAKE BOTTO DESIGNED BY: (TOP OF SED MENT) 2A 0 CML/HMV DRAWN BY. 280 KMS/HMV CHECKED BY: CML 108 PROJECT NO.: 275 2084-AW 00 - - - - - NEW AKE BOTTOM pp DATE: SEPTEMBER 2007 STA = 08+00 D D -SIGN E RTHWO K ORIGINAL L E BOTTOM SCALE' HOR.:1"=50' 970 0 IGINAL L =272. 9 1\-J LIL- \L-lVlr_u /UU. 22 SF 270 VER.: 1'= 5' ESIGN E =275.1 V LUME 0 MATER AI MATER AL TO 13E REMOVED 1,9-6.41 CY SHEET 24 OF 29 24 70 60 60 50 50 40 40 350 30 20 20 10 10 50 510 10 10 20 2 0 2 0 3 0 350 400 4 0 5 0 5 0 600 650 7 0 7 0 8 0 60 60 50 50 40 40 350 300 20 20 10 10 50 5 10 10 20 20 30 3 00 3 50 4 00 4 50 5 00 5 50 600 650 700 750 800 8 0 980 - 280 _ r115 115 z 975 97 0 55 00 - - - - 00 W STA =15+00 cr ORIGINAL L =273.)2 270 D -SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 518.39 SF W K Z U O W cp f. W _ N Z = N U V O Q y N v N _ M U ~ N z - Z W z o Q ~ M J Ln ~ N O - N J M 280 Z ~ N 6 m ~ W W O T w y z 114 _ - 114 ~ w 975 275 00 00 STA =14+00 0 IGINAL L =273. 1 Q z J 970 Q U D SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 570.07 SF cc 0 Z U W O O 0 O 0 z LW W 0 = U LU G7 O W O O X c+v O0 0 ct w y J 280 Z 0 U 113 97.9 275 113 z - - Q 00 00 01 1 STA =13+00 ORIGINAL L -273.67 270 D--SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 479.97 SF , °o~~~eae+ a4 pF E L yon' EA7 n ~ ` C'R' s 'Ile ,r®~ ° C #Mall DESIGNED BY: CML/HMV DRAWN BY: KMS/HMV CHECKED BY: CML - 112 975 - 11Z PROJECT NO.: 9 75 2084-AW 00 - OO DATE: SEPTEMBER 2007 STA =112+00 SCALE: ORIGINAL L =273. 1 HOR.:1" = 50' 270 VER.:1'= 5' H SIGN E RTHWO K SHEET 25 OF 29 AREA 0 MATERIAL TO E REMOVED 388.77 SF 25 60 60 50 50 4,50 40 30 30 20 20 10 10 0 0 10 10 20 20 30 3 0 3 0 400 450 5 TO 5 0 6 0 6 0 700 7 0 8 0 8 0 T 0 70 60 60 50 50 450 400 30 30 20 20 10 10 50 50 10 10 20 2 00 2 50 3 00 3 50 4 00 4 50 500 550 600 650 700 750 119 280 119 280 00 00 975- - 275- z 0 55 STA =119+00 ORIGINAL L =274.71 W DESIGN E =276.84 D -SIGN E RTHWO K AREA OF MATERIA TO B REMOVED 1,108.54 SF VOLUME 0 MATER AL TO E REMOVED 3,7 8.28 C w s w ~ z~ Q Li. Z N U V 6 ~ LLJ C) Q s N V N M Z _ Z x W o h Q J r l37 o ~ L3) N N C` J N 280 Z Q N W w O T w oop 1 Z 118 -T - `7 - - _ - w 275 00 STA =18+00 00 ORIGINAL IL -274-15 270 DESIGN E =276.65 z 270 0 D --SIGN EARTHWORK a U AREA 0 MATERIAL TO E REMOVED 937,13 SF 2 V LUME 0 MATER AL TO E REMOVED 2,7 4.01 CY O z U W O Ir O 0 CL c:) (D W ~ Z LL Lij ir 0 C-) LLI Lf) 0 LL. O co) LLA O DC X (c) p O F- D= w a 980 }F J 280 Z O w 117 97.9 275 117 z 00 00 STA =17+00 ORIGINAL L =27,3.90 270 DESIGN E =276.50 270 D -SIGN EARTHWORK AREA 0 MATERIAL TO E REMOVED 555.44 SF V LUME 0 MATER AL TO E REMOVED 2,1 1.12 CY osaoea® ~0® EA 29~ 0o a as ®~-0eaaanaoago~~ DESIGNED BY: CML/HMV 9190 EXISTING LAKE TTOM WATER ELEVATI N DRAWN BY: (TOP F SEDIME T) 281.00 KMS~HMV CHECKED BY., CIVIL 116 - - 116 PROJECT NO.: 975 9 7 5 2084-AW 00 NEW LAKE BOTTOM 00 DATE: SEPTEMBER 2007 ORIGINAL LAKE BOT M STA -116+00 0 IGINAL L =273. 2 SCALE: F_j HOR.:1" = 50' 970 1 r NI I =97R 35 VER.: V = 5' D SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 622.36 SF SHEET 26 OF 29 VOLUME 0 MATER AL TO E REMOVED 2,11 .50 CY 26 750 7 0 6 0 6 0 550 5 0 4 0 4 0 350 3 0 2 0 2 0 1 0 100 510 5 1 0 1 0 2 0 2 0 2 0 300 350 4 0 4 0 5 0 5 0 600 6 0 7 0 7 0 70 70 60 60 50 50 450 400 30 30 20 20 10 10 50 0 10 10 20 2 00 2 50 3 00 3 50 4 00 4 50 500 550 600 650 700 750 285 - 123 280 123 z 28-0 O 00 000 00 LU W ir 975 275 0 L =275. 1 7E- 23+00 =277. 1 HSIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 574.55 SF V LUME 0 MATERIAL TO E REMOVED 1,8 3.2~ C W W tOp z ° a LL Z N U T U_ N o Y N C) U N Z =i op z - Z x z v W o m J LL'J c {.j O 6 985 J 285 O - N Z Q N Q m ~ W O W .MAY 2 122 280 122 I- z W 00 Now ~pl 00 Z 975 J 275 0 STA = 22+00 U ORIGINAL L =275.19 ESIGN E =277.1 O z D --SIGN E RTHWO K F- LU AREA 0 MATERIAL TO E REMOVED 447.81 SF 0O VOLUME 0 MATERIAL TO 13E REMOVED 2,0 2.69 C O EL O Z W M LU = N U W~ coo O [n U.) O M Z LLI X N 0 0 r W Q J Z it O U W J J_ Z 280 Q Q L121 2 75 121 27 STA =121+00 00 ORIGINAL L =275,15 DESIGN E =276.90 270 D --SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 633.65 SF ,,aaa~eeeC. VOLUME 0 MATER AL TO E REMOVED 1,7-5.77 C Oy9! f ees SEAL 22 .....••Q ®®9 eII NeMe®®o a DESIGNED BY. CML/HMV DRAWN BY. KMS/HMV CHECKED BY. CML PROJECT NO.: 980 2084-AW DATE: SCALE: 120 - 00 2 7.5 SEPTEMBER 2007 120 HOR.:1 ° = 50' 00 DESIGN ARTHW RK VER.:15' AV A A n r n r h A n -F it m Al -r /"l n r n r- A A r-n z F~-7 c- 00 S I A = LU UU HRCH F HI\LH F IVIH 1 CfCI/1L I U DL RCM V LU J J.L / ID ORIGINAL L =274.3 VOLUME 01 )FUME OF MATERIAL TO BE RE OVED 2,655.21 Y SHEET 27 of 29 970 nFSiGN El -276 r9? 970 27 70 70 60 60 50 50 40 40 30 30 20 20 10 10 5 50 10 10 20 2 0 2 0 3 0 3 0 4 0 4 0 5 0 550 600 6 0 7 0 7 0 - - - - 70 70 60 60 50 50 450 400 30 30 20 20 10 10 50 50 10 10 20 2 00 2 50 3 00 3 50 4 00 4 50 500 550 600 650 700 750 980 - 980 127 9 75 127 z 975 O 00 STA = 27+00 LU ORIGINAL L =275.')4 970 DESIGN Ell -278, 9 970 H SIGN E RTHWO K AREA 0 MATERIAL TO JE REMOVED 544.14 SF V01 UMF 017 MATFR Al To F REMOVED 2.154.00 CY w w coo z ° Q LL Z N U 417 75- O Y N U M v ~ W Z ~S pNp Z - Z X Z w W ~ o J r 4J M O ° o an ~ N O J N ~ M 280 'O CO Z Q N Q m ~ W w o T w i z 126 N 2-7 ~5 126 975 pp - - - - 00 STA = 26+00 ORIGINAL L =275.H Q 270 _F)P~ICN FII -97R 94 z H SIGN E RTHWO K AREA 0 MATERIAL TO E REMO ED 619.2 SF O VOLUME 01-- T z U W O O 0 0 O Q Z W lr~ W CV LLJ LLI U UJI C/) 0 O cn (D O Z LI= I u X ~ o cm O r cr w 9 19 0 -,gave 9190 J z a - C125 125 z 975 00 STA = 25+00 ORIGINAL L =275. 6 970 n F'-, I NI Fl -97R 917 970 H SIGN E RTHWO K AREA 0 MATERIAL TO E REMOVED 707.61 SF VOLUME 2 19 0 °e e ,a Q~ ES R~`~+I `C 91e~+ EA 29 ° e ski 4 1!®,9 DESIGNED BY: CML/HMV 280 DRAWN BY: KMS/HMV CHECKED BY: CML pomp PP" 124 - - 124 PRWECT NO.: 975 2084-AW 00 00 DATE: SEPTEMBER 2007 STA ='24+00 SCALE: ORIGINAL L -275.'37 HOR.:1" = 50' 270 VER.:1"=5' Il c`l(`NI r f)TI hA/(_) I/ v ~~jv n nuuv r AREA 0 MATERIAL TO E REMOVED 635.89 SF SHEET 28 OF 29 VOLUME 0 MATER AL TO 13E REMOVED 2,2 1.56 C 28 70 70 60 60 50 50 40 40 30 30 20 20 10 10 50 50 10 10 20 2 0 2 0 3 0 3 0 4 0 4 0 5 0 550 600 6 0 7 0 7 0 60 60 50 50 40 40 350 300 20 20 10 10 50 50 10 10 20 20 30 3 00 3 50 4 00 4 50 5 00 5 50 600 650 700 750 800 850 z O w cc: w s Z w ° Q ly Z N U V 6 uNa (D Q s N U N M C) x N iR: z a w W` a r Q 2 M J r ll~ O 4 w C N O JN ~ M Z Q N C Q] W LJ W o Z Z 985 W 985 130 30 Z I - 980 2 w ti (01, 00 00 0 975 z 975 STA = 30+00 v W ORIGINAL L =280.28 O ESIGN E =280.41 O 0 O Z LLU M AREA 0 MATERIAL TO 13E REMOVED 61.1 SF w o = T OLUME F MATE IAL TO BE REM VED 7-/8.75 C U LU co O0 U- 0 O cn L1J O 285 129 985 I= Z W 00 Q N W + 980 280 129 00 00 0 U W J J_ 975 T'A' - i r) 7a. r)n Z 97.9 Q ORIGINAL L =277. 2 ESIGN E =278.1 AREA 0 MATERIAL TO E REMO ED 359.42 SF V LUME 0 MATERAL TO E REMOVED 1,71 .54 CY ®~,gaga6o waapQx ~a, c~N s P~3y°e E. o ~ om M. 0 8filumag DESIGNED BY: 128 128 CML / HMV 280 DRAWN BY. p 980 W, 00 KMS/HMV 00 ill CHECKED BY. CML mpppp- PROJECT NO.: 975 Q- T A-- 128-00 975 2084-AW ORIGINAL L =275.)8 DATE: ESIGN E =278. 1 SEPTEMBER 2007 SCALE: HOR.:1' = 50' SIGN E,,ll.P4:W\Altnlll VER, :1' = 6 AREA 0 MATERIAL TO E REMO ED 568.06 SF VOLUME 0 MATER AL TO E REMOVED 2,0 9.62 C SHEET 29 OF 29 29 60 60 50 50 4,50 40 30 30 20 20 10 10 50 50 10 10 20 20 30 3 0 3 0 400 450 5 0 5 0 6 0 6 0 700 7 0 8 0 8 0 r 0 CHANNEL ATTACHED 0 TO RISER z A O ci) BRACING DIKE MATEREDIAL Lu h (Y TOP OF BERM ELEV.- 304 ~ O oo 00 F m 30" z 24" FLASHBOARD RISER. SEE DETAIL 6 24" CMP EXISTING THIS SHEET. FROM BASIN O a} OO o o op ~O po°O DITCH O i ADJUSTABLE WEIR 2;i SLOPE 2q SLOPE O 00 OF BOARDS 00000 OO o a CJ COMPACTED EXCAVATED O MATERIAL FILTER FABRIC O°00 00 []0 000 O A 00O o00 TO DRCI'I BOTTOM OF PIT c TO DITCH ELEV. - VARIES 24" OUTLET - 24" CMP >1 x >1 X~ STONE SIZE (dSD)- W LONGITUDINAL SECTION SEEPAGE COLLAR ELEVATION OF WEIR TO y z w o Q ADWTIONALTEBOPRD ADDING SIDE VIEW ELEVATION ONCISETE MITI FLOATATION ANCHOR I..L Z N V ~ 6 Z` ~[J O Q Y N U_ N _ M U N Z K 1:1 SIDE SLOPES (TYP.) W z M 0 J ¢ cn lc~ WIDTH (W) - 5' N 1 FLASHBOARD RISER DETAIL z SUGGESTED WEIR OUTLET LAYOUT III l l l- 0 DEPTH .o (D)-2'•,- -I I -r III-III=' = o N 4 NOT TO SCALE 4 NOT TO SCALE III- I I1=-III-I' w o III-I I 1=~' ' _ 1=1 I I- III-I I 1-=1 ' F- 111=1 I I_ =1 I I I I I I- W 2 DIAMETER OF PIPE OR 12" WHICH EVER IS I I-1 I 'Fi - I--f11=Mlmi 1=1 I I-1 GREATER ' COARSE AGGREGATE EARTH FILL COVERED BY _I 11=1 I iFILTER F ABRIC STONE FILTER OF 1" GRAVEL PLACED B" DEEP LARGE ANGULAR ROCK AGAINST FENCING WHERE REQUIRED. Q Z 6'-0" MAX 6'-0" MAX FILTER FABRI J O I II-IIGII1iI-III1IHI1 ~~Iblbil~Il=1 111=1 ' TRAPEZOIDAL CHANNEL I~II~IHIHI~IlHIH 6 II~II-IIrIIHIHI~III SECTION A-A = z WIRE 60" 7111 II MESH IIrll Ir O z . o i~ll~ II-11~ SILT I~Ill~l~~ll T 1111 III~II~I 1~ S RIPRAP OUTLET PROTECTION C) FENCE FLOW EARTH FILL COVERED B ILL COVERED BY 4 NOT TO SCALE Lu WOULAR ROCK O CA 1 I I I 9" ELEVATION LARGE ANGULAR ROCK J 0 CL r- I I C'3 APPROVED SILT I o W I PETERING I I I I ~MZ, I (ANCHOR I FABRIC I i 6" x 6" WIRE i i wa DITCH W c I I I MESH BACKING' I w I I oC Lu z I I I I I I In 1 1 _i LJ I_! LJ U o a s O d STEEL POSTS ] ~z E c/) (D v ® c NOTES: Lu A. POSTS SET AT DEPTHS OF 4'FOR EARTH BACKFILL. ANCHOR DITCH IS 9" x 9" AND FILL IS TO BE COMPACTED. Q J B. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A z VELOCITY BREAK AND SILT TRAP. COARSE AGGREGATE O O 25' STREAM CHANNEL 25 MINIMUM MINIMUM I W TOP OF BANK TOP OF BANK BANK -Ji Z Q (3 4 SILT FENCE 5 TEMPORARY STREAM CROSSING 4 NOT TO SCALE 4 NOT TO SCALE ~M as FES ~~°y 7 m a .m DESIGNED BY: CML/HMV DRAWN BY: KMS/HMV CHECKED BY: CML PROJECT NO.: 2084-AW DATE: SEPTEMBER 2007 SCALE: Details