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Home My WebLink About20070776 Ver 2_Stormwater Site Plans_20071106LLJ I Of z= OU a :2 �� ry(/) of z= U om coM 0� ILr) Wc-4 !L_ N 0 0 IN0- •\ 0 0 0 I.T- 2;%0 U)V) U n- 1 __; a.. to U �v 'I.I s� U0 6�� Ld m Q� Z� Q W 0 U � w �4 o a - W 0-0 LEGEND..................... � .......... I..... -AMMEW ..A� NOTE ON LIMITS OF WORK: STORAGE AREA, REFER � P R('1 P nq t= f� pi t �� f) I Iv C� 12'x90' PALLET/BALE 1 CONCRETE FOR BALE AND PALLET STORAGE BY BUILDING CONTRACTOR, TO SRCH DWGS. 2) CURBS AND TRUCK DOCK CONCRETE BY BUILDING CONTRACTOR, 3) LANDSCAPING ADJACENT TO BUILDING AND IN WAL-MART SIDEWALK IS BY ,,,` 5'X45' SITE CONTRACTOR. III3ll,llllllIIIIIIIIIIIIillillilill,llllll ' 1111111111 '��, 7.5'x23,5' 3 N + �� `��___ U 5' S.B. ._._.. III _ .S _, , TROUT BUFFER. AND _III. \ J GREENWAY TRAIL EASEMENT �� "- STANDARD DUTY CONCRETE I'-, `'� � R # � II I _ _ __.. I'Il K3011, ' ""--- - _ 390` _tF�G�lIDF RAIL. 13'x20' :.J..- :% ::l:::::jai: 7:ti:• .r.'rfi� j. !;i:;•.i.::1. HEAVY DUTY CONCRETE :� 7".. ::! .:: ;::x•:i/.': h� -�-�� , _ _ _ ____ _ _ _ EDGE OF WATER 301 LFT GUIDE RAIL. SEE // '1000 I I * - - _ _ _ SHEET C-1.2 FOR DETAIL. T DRIV PAV T 0 / '`�•. / o R.I...E.I.I., gm E EMEN (T WN ,;_ - -- .... _ _ ` _ _ `-----___,,.,_ PROVIDE GAPS AT HYDRANTS OF WAYNESVILLE STANDARD . /� lr , , I, --- -- _ - _ �'' 245.9 ----- _ , _, � AND PIV's. ---1 jJ./ )4- -IM& - :Y.t4:1 %':::'J .. ::�rj;� :.z:::;::. `7 11 p 1111/ 7 y:J'f'�..... r B La I ce III ul ,' :r:::LA) 11 IMM lot 91199W off 243 LFI' G D RAI . AM E L :'%:r.: .`:; :h .-, .:.V.:':: •1111 t•/ is i%1 -..,:i: :•:: i:' --ii / / .., ., - ..�7, . J.......... .. f V ^.'.• :J-1-1-1.1.... : .....:...^. _ r ------- - - - I I V1_AIIIIlIII"""*� rr :: rr.: ��. .. J^l:J.• \ • L.'.... n..11 . 1 ''J'......... : 7.'.:':.:' :^. %'// XJ:: •:::::.'.':.:::::.'.':': •:.Y. :: 11.1.1.... /: _ ..7.": J,::7. .t,.':.':.7 1111".::7.'J.':: :.V...... 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SEPARATOR .,', ^11;;;1;1:.......(....... y .....r.r. .•j.:.•l:.... .11!.11:.^.' ,.! - �r :. :':.^1.%.11.1 BEL *� 7.: " J.: .(. :.'1.� :'.:':.'::.7.�':1111.::'::1..'Y.:':".•'.':.::. . .'r: is% I / Aft. J, '%I{di: •'c............_ . r. A:i:::7.... •:. '• Jl,-.-- A. :: :::::7. ::::::: L:ti::::: ^. ::!% t. i::Z!....... 1 .:i. ._tit':^:.:.:.._ .. .` .:w::.,...:7 [: J. ::i .i.•i i,'i:'z•..........•. •:'':1::.::-i:�:��%:^:::•ice:•:.:... • _r `;J:1'.::'1':::::'::::.... 1111,.... !y A,� �• 7 Ak ... 11 RUCK DOC :,h:'7'� �: :: 1'::'::':;:':%;1111: 30.Q .. r: ;:;:. LIMITS OF SITE . a. %:: : . . �!�'; : 7 1111.; 1111.: :.............. / ,111 • . A':., 1111., � :'.''.1 111!1 �::::7:': 7::..:::.7.� :'.':.� ,•� .. J.... . J ... llyy�y. 1111. ..l....... '.'t:...'.: ': •1' • 1111.. `` / ...1.. '::.7•:..:::.7.:,'•.,f :; �t..7.%�:�.-•'..7: •T..'.'.. ...7 .......... ... .. ..'�J.y. ..........,. J.'.^^.:. ........:: :'l �::'.", _ �__ - . a • .� 6l }, _- 1. !, SE ARCH P NS -' %., ^ - S 1 I l I 1 I ,, . 11...'.1.4- !'fl. '{ .; s { 717..: i. I ; ! , TENANT WORK I i , , <•::.." 1____1"_""`I , I i INK %.,:.71 A'J: / 1 i 1 I t I( 1 1 • 1111. :: : St . , + i ,111.1-Y'..•. . ., I S i ! ; I 1 1 • r^..: 'i:%y : •1.111. I 1 i 1 L I S I ,:,f ! 1 . 1 , I ( } '•f ^ 'r •1141!: r- I t ". ", 1 - . , , ; ; I , 1 RLOT 6 LIMITS OF SITE/ f•:. l/ i 1 1 S it,LOADING AREA TENANT WORK '``' "• '.. a. ^ ;1111; . I i i t { 1 l . ^: ter, .I-..::. r , I ... t i { , . i 11111. I 1 , I ::: :. : I '{ t ! ' • •",'A . I i I S S 1 1 I . ..�:.C........ S• 1 i 1 I I I 1 • { I G t " t I t ii • • I ! 4i 1 20 S.B. i , ! I ; I'll • I 11 Is ---- - -- --- ___________ - ! tt I I I I 11l.. . -- .G -MART I ti I z ii • 1.1 is 1 • '! iLOT 2 ,; 't t IS � b SC 1 ��3-02 Wdynesville,NC.11. ; I ! ; I II I I i " .& w • 1 i S i i 1 ii p •lllll� I 91 ... ... t 0. .. .10.w 1.Ip 1* .. S t S S ,i. . . . I &I I 1. . . . . - I & . '. - I ad a . I I I I . &,: .. A. ''411, * I I I 4 ''i %I . : t. . . a i I y i I I I, I .Z .. Ile..... 04 1 ; i i 4 ii r^ >� • f f I S iii I• V % I` I t ; PEAT CABINET SLIDE LOU6E ~m .M SEWER LINE EASMENT TABLE CURVE TABLE ~ LWE LENGTH BEARIhiG CURVE LENGTH RADIUS DELTA CHORD BRG: CHORD DIST. SE-1 49.78 S60°69'49"E C1 39.49 663.50 3°24'37" S33°26'4T'W 39.49 CERTIFICATE OF OWNERSHIP, DEDICATIOW se 3E-2 9686 S23°1T08'E ZEBAR W CAP AND MAINTENANCE ~ ) C2 54.66 337.52 9°16'44" S20°47'36"V1/ 54.60 SE3 3.85 N10°ZT40"E SE-4 62.27 S78°32'31"E !7 f) • ~ONRY NAIL C3 80.47 53.50 86°10'37" N58°26'49"E 73.10 THE UNDERSIGNED CERTIFIES THAT HE IS AN O ( lOF( IS AN OFFICER, TO WIT: THE ~ SE5 32.27 SB4°30'24'E C4 33.37 37.00 51°40'18" S52°37'3T'E 3225 HE HAS BEEN AUTHORIZED TO EXECUTE THIS CERTfF A CORPORATION, AND THAT S CERTIFICATE PURSUANT TO a SE~B 111.07 S84°30'?A'E C5 33.37 37.00 51°40'18" SQb°57'19"E 32.25 AUTHORITY GRANTED BY RESOLUTION OF THE BOAR HE BOARD DIRECTORS OF ~ SE-7 12.82 S84.30'24'E ,w. K Ivl 1~l 1•II ~I I r l III - 1 I 1 1 \1 1 r1 1 IL. 1.. ../ll 1\: 1.. fl..ll•/1 r~ t ~ I 1~ i . 1~ % /•r ( COPY OF WHICH RESOL C6 42.19 27.50 87°54'21" S68°50'Q1"W 38.17 i RESOLUTION IS ATTACHED HERETO. n w~newe WATER LINE EASMENT TABLE /ai1Vr~{~.1 `I r: ~.1 `I ~.l i.l i I THE UNDERSIGNED, FREELY s~~ ~x~e ~e~c~rH s~ir~c A 1 I-. 1 1 1 I I 1 TR 24 C7 89.10 136.00 37°32'07" S85°58'52"E 87.51 ~ THROItGH THE UN T DEDICATES ALL REQUIRED RfGHTS-0F-WAY, EASEME C8 21.78 37.00 33°44'03" N41 °44'52"E 21.47 SPACE, AND OTHER IMPROVEMENTS TO PUBLIC OR P C9 21.78 37.00 33°44'03" N75°28'54"E 21.47 PLAT AS REQUIRED BY THE TOWN OF WAYNESVILLE S EASEMENTS, STREETS, UTILITIES, OPEN LIC OR PRIVATE USE AS NOTED ON SAID we-~ zm.» N2~°arso~ J ,SVILLE SUBDIVISION ORDINANCE. T l WE-2 47.07 N66°44'39"E °A1"CO ~ \ WE-3 37.29 N68°15'21"W ( 1 FURTHER (ASSUMES FULL AES FULL RESPONSIBILITY FOR) (HAS s~ ~ WE-4 8.69 N68'1521"VY C10 29.1$ 663.50 2°31'1$" S36°24'42"W 29.18 MADE ARRANGEMENTS SUITABLE TO THE BoAFtD OF I GH T- OF-WAY C11 167.69 457.00 21°01'27" S37°05'07"W 166.75 MAINTENANCE OF SAID IMPROVEMENTS WHICH (ASSU )ARD OF ALDERMAN FOR) THE W%H (ASSUMPTION OF RESPONSIBILITY) WE-5 46.69 N68.1521"W ~ , (ARRANGEMENTS) SHALL REMAIN IN EFFECT UNTIL SU UNTIL SUCH A TIME AS SAID „a ~ ~Hr~riz Per WE-8 24.32 N45°26'18"E . ~ wm~, - 3 ~ ANA Y C1 Z r~2.58 36.58 ST°22'05" NO6°55'43"E 48.17 IMPROVEMENTS ARE ACCEPTED FOR MAINTENANCE C13 42.87 143.50 21°38'37" S22°51'41"E 42.62 OR P+~fVATE BODY, oR SH,v.1. BE DESIGNATED foFt P MAWTENANCE IF DEDICATED FOR PRIVATE USE. :NANCE BY AN APPROPRIATE PUBLIC D FOR PERPETUAL OWNERSHIP AND ,w. VYE-7 22.31 N66°44'38"E WE$ 18.79 N21°44'~"'E TRAIL EASEMENT CENTER LINE OF :MENT SE. ~ ~ W~9 39.25 S68°44'38'W ALLEN CREEK r (3 , ~ EXISTING 15 &20 E C14 70.85 66.40 61°08'24" N42°33'13"W 67.54 WE-10 22.00 N88°7521"VN ~~3 . / , WATER EASEMENT $ C15 9.36 68.50 7°49'51" S13°32'08"V1? 9.36 WE-11 32.00 N68°15'21"V1/ WE-12 33.65 N80°04'13"W ~ ~ ~ 1/ \ C16 92.66 106.50 49°5Q'52" N47°38'52"VV 89.76 BY: r n . T . ~ n WE-73 30.28 S68°15'21"E I ~ I I I Y I v I ~ I VYE-14 34.Q9 323°1521"E ~ / / • / J~~ r ?j4 ~~1,4 , •~r OT SET) C17 80.37 50.00 92°05'39" N21°09'58"W 71.99 8 v 1 1 1 V I I 1 I I 1 1 f N'~. ~ eke \ , r v ~ . S NOTED) WE-15 35.68 N22°4T71'E / ~ n ~ ~ ~ n ~ ~ WE-16 45.88 N67'12'49"W , c~i ~ \ 1 ATTEST: I I I I I-- l I I-- c_~ I I- I / ~ . v . ~ _ ~ ~ ' WE-16 21.07 S21°44'39"W ~i A, ~ ~ ~ .:1 / r ~G LINE TABLE , % j11 . / ~1 LINE LENGTH BEARING SECRETARY ~`1 / ' L1 1207.59 S17°25'43"VH ! \$1 Z\•~ I l~1 ~ ! •1•~ L2 81.60 S43a09'49"W DATE G PHIC SCALE !1 ~ ~ ~F. r ~ 1 ~.a L3 30.00 N52°14'35'1N 100 0 80 100 200 400 ~ ~ l ( IN FEET) / - i inch = 100 ft. / / / ~ y ~ ~ ~ N , , L4 22.43 S37°,30'15"VN ~ / ~ , ~ , ~ L5 51.81 S33°02'29"W ~ ' AREA RESERVED FOR i / . DAM CONSTRUC;TIC>~N F ~D ~ !.6 51.99 S29°33'52"W RUCTION PER , , DEED BK:132 PG:821 *1 , , (.."BETWEEN A POINT F ' ~ FEET WEST OF THE SC , L!'} , I A PO?NT FIFTY ~7 52.86 S25°41'02"W OF THE SOUTHEI~1 L8 50.51 S20°29'09"W CERTIFlCATE OF SURVEY ti , •,4, ,dfs RAILWAY TRESTLE AC,~ r ' ~ ~ ; r CREEK AND A POINT 1t ESTLE ACROSS ALLENS L9 50.41 S19°22'30"W THIS SURVEY CREATES A SUBDIVISION OF LAND IN A A POItdT 100' EAST aF OR MUNICIPALITY THAT HAS AN ORDINANCE TW4T R t OF THE RAILWAY TRESTLE") L10 50.15 S18°36'05"W PARCELS OF LAND. AND IN A COUNTY / / PrKr NAIL , ~ ~r ~ ~e~ TF~ CENTER OF THE R . FOUND , , THAT REGULATES J r r. ~ i~ ~ , ^ ~ L11 65.36 S66°11'06"W wF h J r , . J W , ~1~ y 'r, L12 25.E N75'S9'11"W v J / ~ 1 11 1 rr ~ / ~ / ~ A' L13 151.30 N75"59'49"VU DATE KEVIN A. HOLLAR PLS-4239 .S-4238 1~ r r ~ 1 Lr r ? 1 1 / ~ 1 { I I .._~':i:< L14 116.48 N78°32'31"VN r ~ 1., ~ . TRAIL EASEMENT ~ r~~/~ \ _ L15 284.65 N78°32'31"VN ~ / ~ 36 ~ 20 WATER LINE r ~r ri CL , ri r/ . r , ~/i/, 'rrr!i F ~ , EASEMENT rr r r, . L16 24.65 N14°45'49"VN ,N rr//i ~ ~ . i/iii !/i ~ ~ ~ ~ rri r/ /ri r/rri ri STATE OF NORTH CAROLINA: L17 132.02 N31 °25'46"W COUNTY OF HAYWOOD: ~ rig/ii~i~/ ~ /i~/ii/ ~!r o I ~ //j// L18 60.01 N42°23'34"W , /i /ir,/i ~ 11 ,1•,1•,,, ~ ~,1 / 1 -,1••, r-1- ~ r .ri/iii ~ ~ ?•1 , x,,111 ; r .a / 1 ,.111; 1• Ir/II- .1 I / 35 RAILROAD EASEMENT !i !rr/ ~r/ f 1111 rr 1.1 ..~.I I I:J r l rl,./1--1 11-.~, 1 / r / / 2006 AT AND ~ ~ ~ h ~ ~ i ry rr' r ~ , rir rir rr CJ~ ,••/•,1 1. ~ •r-. 1 r (TO BE CLOSED /r. r ~ It 1 I r PRIOR TO RECORDING ' it ~ . I r L19 30.70 N23°31'11"W REGISTERED THIS THE DAY OF 2006 RECORDED tN PIAT BOOK PAGE r. 1 ~ rri-1-~/- ~ l ~ /r~/~r' I-/ 111;)<r•Il;ti.i-,>{ ~ { / //r' rr } L20 32.36 N01 °44'31 "E V ~ ~ j i t i i l' F/' iii-rl i , /r' i /r. L21 915.46 N15°22'47"E BY: ~ ~f ~i~ ; 20' SANIT M~ .=O ~D~ , EASEMENT / 'r/ /ri W ~ ' ' r ~r///i 4,~J"~ ~ 20 SANITARY / ri ~ ~ 2 ~ Q , ri ~rr ~ I L22 55.27 N15°09'15"E REGISTER OF DEEDS ACCESS EASEMENT L23 65.71 N08°00'28"E gY. , rj ~u ~ 4 EASEMENT ~ r. rri ~ ~ ~ Q ~ J /~i/ri./ V ~ ~ , r rr!irii . ~ Q ~ l TO BENEFIT LOT 4 ~q, 44 72 N02~23.38"W DEPUTY ~ q ~ ~ ,lye , /~i ~rrr rr W ~ r rr!ri~/ c~ 0 I , /~i!iirrii Q ~ Q IrL r rr~ rir/ . ~ ~ I (0.12 ACRES ~!i/irr ~ p ri r rr I o , ° ~!ri ~ ~i!rr~ o ~ L25 4fl.28 N03°48'16"E i ~ r . r /i r / !r ~ , h ~ . rr/ ri . err ~~r irr~ri f / L26 25.29 N 13° 17'23"E ~ o ~ ~ , ~ ( 43s 42 ~C r ~ - . ~ r~ o ~ ri'rriri . ~Q r r tom, ~ r~~r% !ryr I ' ~ % rir it r .p . L27 9.14 N22°02'58"E STATE OF NORTH CAROLINA: .k} i rr. / ~ / /rri .r . /rri/ !i r.r 1 / ..f.~.. / r! !28 22.09 N21 °23'42"E COUNTY OF HAYWOOD: ~ A / / m~,;~/~~ L29 87.54 N32°34'35"E ,REVIEW OFFICER =FICER h \ ~ / rys8a'~~ ~ cry / ~ N77o~ 16„E ~13~~ ~ ~ ~ - ~;1-~~ Mi,H i. yN~-~11 L30 35.86 N46°49'30"E yr r+ATwwu wun i r , ctK i it r i rA i 1 ht MAF' CNt F' ~E=p,i__-i 'r' ii.i;, THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTO -:i=:i L31 61.73 N25°32'57"E REQUIREMENTS FOR RECORDING. IAF' CNt YLA 1 1 V WF11(+"hl ~ r~4 08'x, ~ t ~ ~,,6.~~ , ~ ~ ~ = ::i iTATUTORY M s ~ Jt;;°,~-` , L32 159.15 N27°25'42"E a~ O / hh 20' WATER SINE L33 160.92 N32°33'97"E s / . EASEMENT { X59 ~ 6 c ~ ~ 1 ~ L34 186.55 N21 °25'05"E _ ~ , ~ ~i < ~ REVIEW OFFICER DATE L35 313.01 N28°19'53"E L36 365.80 N19°26'53"E ~ ~ y i L37 45.57 N08°1 O'26"E CERTIFICATE 4F APPROVAL FOR RECORDING: t•:..... SQL/ i ~d p~ \ / ~a W~ ~ ~ \ i V % ~ L38 75.54 N13°57'12"E .AT SHOWN HEREON % i V~ 7rU ~ L39 74.35 S71 °21'02"E H S BEEN FOU D O ACOMPLY WI H THE SUBDIV SHO L40 39.50 S54°20'12"E THE TOWN OF WAYNESVILLE, NORTH CAROLINA AND BEEN APPROVED FOR RECORDING IN THE HAYWOOD )DIVISION REGULATIONS OF INA AND THAT THIS PLAT HAS 100 yr FLOOD i i 2Q ~ Q \YWOOD COUNTY REGISTER ~ry ~ ~ ~ ~ L41 116.97 S57°42'21"E OF DEEDS. _ ~ / / L42 76.50 S51 °28'31"E V ~ / ~ / EXISTING 50' R.O.W. ~ ^ o O 2y ~ q / L43 84.71 S46°04'03"E ~J~ ~ (TO BE CLOSED) / ~ ~ ~ ~ ~ TRAIL (PRIOR TO RECORDING) ~ ~ p ;era .;;1E / tAIL EASMENT TABLE L44 117.86 S44`01~55"E DATE TOWN PLANNER v 'ry / , ~ _ .:A'::k;ic `:iiltE.e.F: ~ ~ LINE L45 124.45 S40°38'26"E ~E LENGTH BEARING L46 149.60 S39°52'01"E ; t-~ 22a.2s n~3~°33~2s°uv ~q7 75.00 Sas°a5'5o"E DEVELOPEMENT DISTRICT: i ~ ~ C-2 48.22 N13°07'15"W L48 27.89 N82°1T28"W ~ ~ OUTLOT 3 N ~ / ~t-s c-s ~a.s~ N17°40'O7"E SUUB.lECT PROPERN RESIDES tN B L49 107.53 S81°16'10"E ~ LOT 6 ~v ~o / / ~ ~ ~ 16.40 ACRES GROS ~ F~ , / ~ / ~ ~ ~ 1.99± ACRES ~ ~ RO S S ~ ; / EXISTING ~ oo' R.o.w. / ~ ~ / 1`~ / 7z.a8 Nis°o~~~s~ CREEK" & "SOUTH MAIN STREET BUSI > IN BOTH THE "HYATT t-5 54.96 tdp4°44~34•E L50 25.94 S29°24'41"E T BUSINESS" DISTRICTS. / (PRIOR BO RECORDING) / / ~ G R 0 S S ~ ~ TR-5 C-6 .43 N05°28'54"E l.51 7.18 S66°59'17"E ~ ~ o W I ~ TR-7 t-7 55. N03°ssss~ X52 4s.8o S~5°2~~3o"w SUBJECT PROPERTY IS LOCATED IN t-s 2s.22 Nis°~s~~•E X53 ~00.2~ Na7°35'5~'~ A5 (AREA OF 100 YEAR FLOOD) FLOO t-s 2s.o~ s°~7~~a~ 7.~s N~r°25'd3^E FACTQRS DETERMINED. ED IN FLOOD ZONE: N cn o o 35' RAILROAD ~ ~ / FLOOD HAZARD J ~ ~ p /;~u EASEMENT ~_9 „!a/ (TO REMAIN) ~1 / ~/~h~ TR-~O N ~ ~ Y ( A /11:7 -10 62.19 N48 '01"E L55 208.04 N12°02'22"W ~ ~ ~ a ~s.s2 N2~°48b L56 25.67 N7z°34'19"W F.E.M.A. COMMUNITY PANEL NO.3701 370124 0005 B - i 3~ M 91.13 i 20' WATE $i~ EAS i Vii/ ~ ~ ~ ~ TR-12 20' WEASEMENT ~i' l ~ ~ J 1~~ Q3' ~ TR-~3 -12 9'{.44 N28°25'03"E L57 31.04 N72'34'19"W -13 26.80 N33°OS'12"E L58 38.37 S09°37'12"W 4j. ~j moo. TR-14 > 0`3/ ~ •14 61.26 N33°06'12"E L59 50.00 N80°22'48"W liiii ~irr~~.. CENTER LINE OF ry l~l~ I ~ I I ~ I C I ~ Q Q 3 / 3 ~ D'~ /~/~3~' ~ ~ TR-15 -15 97.23 N31°24'48'E 95.37 N(~9'°37'12"E MAJOR SUBDIVISION FO N FOR - ' n/ ~ III~i~I~ y v RICHLAND CREEK / ~~v ~ , ACCESS EASEMENT 5 ~ ~J TR-16 ENT ; / ~ / / TR-17 -16 82.81 N22°22'42"E L61 11.36 N09'°37'12"E ~T ~ y ``i i ~~~1-.t~! ~ \ S, ~ TO BENEFIT LOTS 1,2,5 & 6 "~~01~°~E ~s2 27.Za N17°2542°E PROPERTY OWNER/DVEL -,8 s3.~.9 N36~,~~~~E L6~ 57~~~,~~E WAYNE~VILLE COMM -19 81.19 N27°50'13"E )VELOPER: y i i ; i~~~ ~,'ry`l~ 33 °~?4sh (1.28 ACRES) ' / TR-18 4 3~ 3r ~ TR-19 ~ c3' MONS RETAIL A ~ 10o yr FLOOD ~ 1 Li, I Ir~`~, f l • ~ ~ m TR-Za ~ . A'. -20 64.Q5 N37°18'35"E L64 27.24 S17~25'42"W ASSOCIATES L . L L.Q.G. S+ y i ir~'~~ i ~ 6 AREA TO BE DEDICATED AS R/W ~ ~ 4j~ THIS PLAT IS NOT AVALID -rR_~ -21 496.00 N29°44'39"E L68 11.34 S10 30'19"W / '~t1 ~ i ice~` ~ft•8~_~: TRAIL EASEMENT 33S~49pjC t '~.-N\` i"~(,~`l. ~ / (0.65 ,aCRES) ~ ~ V ~ ~ ' ~ SURVEY DOCUMENT i1NLESS y ~ ~ SIGNED AND SEALED. TR-23 -~z sz.~ N15°a~'11"E ass ss.~3 7z°3a~~a^E 1765 MERRIMAN RD. AKRON •23 38.34 N27°55'41"E L67 23.39 S7 '18"E SON OR 44313 ~ ~ . K o t~ y~~ii~~~ rrt-~~~i PERMANEPIT 'J ~ , ' LOT 2 ~ ~t~ ~ ~ ~ l,~ ~4'~ DRAINAGE ~ / C~ ~ I ~ 1 ~ f I ~TF.I~'I~~.,(~ ~as~rR PERMANENT ~ 4.3 6+ ACRES ' ~ ~ ~ i ! ~ ~ ~ ~ ~ ? L~~ ~ / / I$7 v ~ ~ \ ~ ~ , \ EXISTING ~ I- ~ i ~ ~ ~ ~~`ry ~ i / ~ P.K. NNL V`~ Q TR-24 -Za s.58 ss~°aa~ae~E ~s$ ss.oo S12°32~ (PRQPERTY ADDRESS 2s 49.os s4s°os~4a•E ass 44.43 s~2°3z~54°E 2154 MRIN ST. WAYNESVILLE N -26 163.52 S58°52'15"E L70 99.41 S1 37'35"E HESS) r~, (FOUND /3 4j S6jo~~ P.K.1~41L V / ~ ti9 TR 25 / TR-26 LLE NC, 28787 ~lLk' L~~ i i ~ ~ 2S9~y 49~~ P.K. NAIL V~ ~ ~ ~ TR-27 -27 86.10 S44°33'41"E L71 88.89 S27~°33'OT'E PIN#:8604685934 Y't~t~J I J,~I ~ I ~ i ~ , ~ % Y ~ 3~ CE a1~D TE OF SURVEY TR-28 -28 7Q.95 S48°40'01"E L72 40.04 S27°33'07"E 34 ~D~g~d i i ~ i . h r i i i i i i i ~ i v ~ ACCUw~C~r TR-29 •29 307.55 S43°18'16"E L73 79.87 S47°36'01"W PIN:8604781902 2 8 ~ - FLOODPL41N ~ •so ao.s2 sus°3~~os^E L74 ~09.~ No5~34'4s^w WAYN ILLE TOWNSHIP HAYWOO -31 21.06 S37°03'35"E L75 250.97 N10°04'38"W 8s ~ ' I i I i I I I i . ~ ~ P'K' ~ ~ 1, KEVIN A HOLLAR CERTIFY THAT THIS PLAT WAS (DRAWN BY ME) FROM TR-30 ~4 i V J ~S'~ ~ INFORMATION PROVIDED TOME. BASED ON DEED DESCRIPTION RECORDED IN TR-31 WOOD COUNTY NC 20' WATER L E C~ ~ G BOOlC:S90 PAGE:152, AND PLAT FILE: N/A ,SLIDE: WA :ThWT THE RATIO OF TR-32 ~ EASEMENT~„_ ~O P.K L -32 24.29 S34°48'44"E L76 56.23 N77b54'2T'W n ~ / ~at7% ~ ~ ~ ~o \ AREA TO BE DEDICATED AS R/W ~ YI ~ I J ~ ~ (0.65 ACRES) I ~ I~ I Ir ry 2 PRECISION OF T1iE SURVEY BEFORE ADJUSTMENT WAS ONE PART iN 10,000, L~ ~ L51 U~ v ~u AS CALCULATED BY LATITUDES AND DEPARTURES, AND THAT THtS MAP WAS TR-33 •33 23.40 S51°42'48"E L77 60.17 N56°43'27"W SCALE: ~ I~ V1~N BY: ~tE"'~ FtLE FILE: 0594 ~ PREPARED IN ACCORDANCE WITH G.S. 47~Q F(11~, AS AMMENDED. WITNESS TR-34 •aa 33.G9 sss°32~3o^E ~~s 35.64 N2s°24'41"W DEED REFERENCE BOOK 537 -35 20.79 S84°06'58"E ~ . 1 1 ~ AC R E S Ury ~S~p m . oo' ~ MY ORIGINAL SIGNFTURE, REGi5Ti2ATION NUMBER, AND SEAL THiS THE 2nd TR-35 537 PAGE 060 f ~~8~ siR ~ 2i 23q, 2s"W ~ i ~ i i~~~,i ? G S S / ~ DAY OF JULY, 2007. ~R_~ V •36 14.00 S74°28'16"E L79 80.E S46°20'57"E B (~?06 -3T 47.01 S66°08'01"E L80 92.$8 S08°32'48"V1l 606 PAGE 1102 ~ ~ ~ ~ ~ ~ ~ 7 ~ ~ 'B~~ I I } ~ EASE ~ ~ ? ~Y~ ~ i ~ M t 20' SANITARY EASEMENT O ~ SlP ry ~ / ~ OFFICIAL SEAL TR-38 DATE: 11/ 15/06 ~ ~ -38 37.63 S70°41'31"E X81 82.33 S1Q°16'59"E SURVEY BY:MG,KB,BK,GS, L82 70.05 S24°58'01"E 0594 ~ ~ L83 48.93 S22°47'11"W DRAWING No.: ~ w DEEDED v - mA R SUB c+ SIP ' St ~~8°2~~ ?,w / s~P ~ NOTE: ~5? ~ s ~ n "GREENWAY EASEMENT IS H ~T IS HEREBY DEDICATED TO THE TOWN 30.00 S12°34'44"E ~ `HYA7T FREE sir ~s'~ N. C. S. ~ 6~AD YAablvt rerun: Ac:c:t5b Avu MAY Ur L85 176.00 S77°25'16"W PESTERFIELD O / Vh WAYNtSVILLt FVK YAb51 3 SIP ~ IMPROVED SUBJECT TO CON 'O CONSENT AND APPROVAL OF THE L D P.A. Sip L 12 S1 4 Z / PROPERTY OWNER(S). PROP zoo' RESPONSIBILITY FOR MAINTE . PROPERTY OWNER(S) SHALL HAVE NO n~ 6475e9.6070 PROFESSIONAL LAND SURVEYOR-AK#4239 EASEMENT OR SUPERVISION MAINTENANCE OF THE GREENWAY Cl VIL ENGINEERS CX, LA VISION OF THE USE THEREOF." 959 MERRIMON AVE BLDG B SUITE 204 LA ND SUR I/ RS E s 805496.8122 Elev. = 2801.83' 204 ASHEVILLE NC 28804 Combined Factor = 0.999749881 mQ OFFICE (828) 252-8423 FAX (8.14 AX (828) 252-8463 C &xy 0 '1- o '1 "1 tQ ~f Z ~I I ~ `I ~ t S I i i i i t~ • I CATCH BASIN i 1 RtM=2770.2 ' CAT .•r Ri -27 ~ . / ~ ` 0 i ~ \ I r ~ j ~ A ~ i f 1 r . ~ 1 r'' ~•~n'~r a / r i, L` N IN ~ IM 27 ~ ~ ~ ~ 1 r f / / i / f• ~ ~ • ti ~ ~ ~ ~ ~ ~ \ / ~ \ / ~ f / ~ ~ ~ J ~ i ~ ' ~ . / TOP OF BANK T.O.B. r~ ` f ' r~~ . J+ ~ ~r , f i ~ Z ~ / ~ r- y/'^ n\ ...~+n \j 1 l ~ ~ ~ / l ~ \ ~ 1 . r-~- i 1'? ~ . ~ TROUT BUFFER T.B. ~ ~ , 4. , 2 , , ~ . ~ ~1 ? 25 FROM T.O.B. B. 3' 1 1 ~ ~ ~ . f ~ ~ ~ ; ~ { ` -....•i „ram' - ~ ~ ~ w,, Jam,.,' ~ ~ n'`\ N'~>~ i~ ~ - ~l T~.t~ y~v 1', ~ ~ ,~`y ` ~ /S%~... i ~ ~ i , 1.,.. E i ~ 7F,,, 4 ~ ~ 1 ~ ~ i~--.... ~ PROTECT EXISTIN G ~ / ~ ~ ~ ~ ~ MANHOLE ~ ~ ~ TROUT BUFFER r., i ~ / ~ ~ war ~r .w w~ ~ t 1 `til -~y 1 , ~ \ ? ' ~ `w~`~t` "...'yam-..,.,~» ~ ~ EX TING R A1~ 1 T.B. iS SEWE M k}OLE # 0 2 r f a i U U U / / r / ~ - 'a EXISTING R MANHOLE 10 =2748.6 ~ ~ U 743.0 RlM-274fi•9 , ; ~ 11 m UUU 1 r ~ ~ I 11~~2 , .fi iNV I (8 )-2742.2 , , ; - ~ =2740.2 T P 0~ BANS II L ~ C`~ r ~ / ~ . ~ ~ j ~ 1``-~--- - T.O.B. i J. 1 l ~ ~ i ~ ? EXiSTiNG SEWER MAGI LE #10.1 R1M=2746.7 ti . ~ 1 I N~y ~ LL. W SEWER MAl~ii`t0 1 , r r , iM-27 .3 ~ 2~ r ~ / / / / j ~ ~ ~ i i / ~ ~ 1 -,J~VV=2742.4 • T OF BANK / ~ , i f ~ ~ r~, /r i ~ ~ - ~ ~ T.O.B. l j ~ i ~ ~ it ~ ~ r ~ . / ~ ~,S . ~ ~ ~ ~ ~ ~ ~ ~ ~ t ~ DER o ~ , 2 ~ 1/"1 1r1y \ ~/f~~ \I ~ {J ~ T , ~ ,1 1. , l i j s / / tia % i ~ / / ~ tl , / ~ 1 ~ ~ ~ ; i TROUT BUFFER ~ ~ / ~ ~ ~ A ~ ~ ~ '~.~....ti~ ~ V I ~ f,, C 7,,8 L . - T.B. ~ I ~ ti ~ ~s ~ ~ j / / / j 1~ "err .+n~~ ...............i.~...'r+ ' 1 ~ , /r ' / / ~ a ~ t ~ In 1 t 1 ~ ....~.~y . . n ~ , ~ n N t ~f ~ • f lr} f ~u \ ~ ~ O ~ ~ ~ ~ PROTECT ING ~ ~ / i ~ ~ ~ / f % ~ / f r ,r / r~ r j j I l 1 <t C~ ~ f L1 ~ ~ LE 1 ' ~ ~ t / . ~ / o j i / t ? 1 i ~t? ~ ~ ? 61.4 / / ~ / i i / t / h f j / GI ~ ! l ~ j ~ l ~ ~ j ~ ~ t 1 ~r f r...~... + + ~ '~"~w.~...... ..~............~..~w....~....~..~. i ~ ~ ~ ~ i / f ~ i fp • . r 1 C~ r ~ j ~ / j J ~ r ~ ~ ~ n 1 / ~ ~ ~ .j / ~ cnl l 1 i i / ~ j j 1 / ~ ~ A~ Pt 1 743 ~ 1 ~27g; f i i ~ ~ 1 1 7s ~ ~ / f / / ~ ~ nl l 1, % / ~ t r ry fp ! ~ ~ ~ % ~ / 1 r i ~ ~ti ~ • r 1 ~ r - HOLE \ i r - ~ 765.4 It . j t / ! i l I j / jt f~ r / / r ~ ! / ~ ~V / i / 1 ! ~ ' ~ r / l t r ~ ~ y \ ~ ~ 1 RI fi 1. ..~,.-r. 1 I . l IN AVAfI.~gB~L-€~ v ti, ~ j r / ~ ~ ! ;r r ( . / ~ 1 ,r ~ ~ j j t . ~r ~ 1 ~ ~ i ~ ! ~ ~ ~ / ~ . / ~ ~ 1 ~ dQ • .s 1 ~ / ~ ~ ~ ~ ~ ~ r I / 1 / ~ ~ i .,..a• i ,r / ~ ~ r / \ f ~ , i ~ t~ ~ r ~ ~ / ~ , ~ r ~ 'SUEN- % r l.l~. 6 , ~ ~ ~ , WER ~ y7G , ~ 1 'v ~ 1 ~ / ~ i / ,.1 l J j I / \ / J f l 1 / I f/ `t ? ~ ~ i ~'t i . 1 OC~Q a W W ~ M LE#2 ~ 760 ~ ~ . Rlt~ 62.3 ~ C~4 ~ r / ! ~ r~ j ~ "~1r f % ~ th' / f / ~ 1 ~ r ~ % / t ' / ~ ~ ~ f t INV=UNAV BLE 7,9 h h~ } \ . Q r ~ ~ / ~ M / ~ t, r r ` j r' r ~ j t` ' r / / 1 ~ i ~ / / / f J ~ O / ~ ~ ~ W ~ G ~ Z ~ r'' i 1 ~ / t j r ! ~ ~ ~ i ~ ~ ~ ~ ~ J / / ~i ~f i _ ~ / , . / ~ fY ~ ~1 i f ~ ~ N. Q ~ r l ti ~ ~ ~ i / ~ / ~ / l / f 1 ~ ~ , / ~ % / / I. J I / / / / ~ / / ~ ~ / 3 / I ~ / ~ / ! / / I ~ / / ' . ~ i i 1 / J' l i ~ i t3~ r ~ / / ~ / ~ I r JI ~ ~ / l / r` J / i / / / / r ~ J . i ~ r" --'"may ~ ~ ; EX. S ~ MAN 1 ~ ; ~ ~ / ~ IM=27 a ~ / ~ ~ l I ~ I ~ , ~ i i ~ / !l rr ~ f ' j ~ ~ ' `~V / / / ~ J ~ / / : ~ / ~ ~ r , r J r, f ! ,r . i , ~ ~ i 3 ~ ` \ Qi ~ co / ~ \ o 0o Q _ 1 / INV-tJ AVAIiAB ,i ~ / ~ 1 ~ , / / ~ ~ / ~ / t / / / ~ J / ~ / ~ i / ~ / / / ~ / i / ' / ~ / 1 ~ ~ , I / / } / / / a~ .a, , ~ V~ e v W / ~ S i f ~ / / / / / / ~ i !J / r ~ / / ~ .i ~ J ~ / ~ / i , J / % ~ / / i i ~ J. / ,r ~ ~ , / / ; , % . ~ i ~ / / / ~ / / ~ j i / i J/ / / r r t r r i ~ / / / ,i i ~ ~ ' / / % / i/ / ~ / i ~ . i~ ~763~ ~ ' 6~ i ~ ~ / ~ ~ x~. 1 f ~ i . ~ 1 ~ ~ i / i ~ / t f' i ! 1 ` J !J ~ ~ / / ~ ~ / / ~ 1 / / i' ! % i Z TROUT Bt~'FER 1 i ~ ~ / ~ N ~ t ` ~j ~ ~ JJJ ~ w m / / / / \ / J / / f / ~ ~ / ~ / / ! / / i / i % / i • / ~ I it % / I i / / / i~ % ~ ~ ~ ! / / / / / r r ~ / f ,C r 2157. ~ / J i`~ ~ % % i" /r / / / r / J / I / / J / i G> > i • i i / / ~ / / , ~ ~ 4 1; ~ , ~ i p ; J , ~ f ~ ~ / ~ / i~ lJ, / ~ ~ / rIr I 1 1 J ~ \ TOP OF BANK t //I / ~ ~ ~ , / ~ ' / 1 ~ i ~ ~ / / / 'J ~ J i / / / / / ; / , i ~ / /f ~ \ ! / r /r i //I / ~ r / i ~ / / J r J rf ._..Mj / i / i / j / l / / f / / RIM=2 ! ~ ~ ' ' r / ; ~ INV=2 57.7 i~ ~ i ~ / / / / ~ / ~ ~ i f~ ~ / / i ' / ~ / % ! ~ % /~r i ~ i f J ~ J --z~s> ~ l/ ~ 1 ~ d . ~C ~ I / ; 1 - ~ / ~1 ~ i ~ J ~ / / \ x,15 i % / ~ ~ .J I r ,i / i~ ; J ~ ~ / , ,r ! / . /J ~ ~ r l a r: / J r/ I~ ~ ~ ~ i ! / / J J J / / r ~ ~ ; I ~ J" / ! / ' ~ / / / I 'r / / / J~ JJ /r y~ , / /j r JJ / f / ~ /J / f fI ~ / , / IJ / J / i ~ J' i J i / i' I ~ ~ ~ -2758..._ r i / i i~ 1 ~ `1 l / ! i ~ l ~ ~ ~ y/ y ~ , / 'J . f / / % ~ % /J rJ j ' J / / / r/ JI I / r ~ i ~ / / i / / i r~ , . I i ~ / i ! ~ ` / / / / i~ / ~ / / / ~ / / / ~ J / I/ I ~ / / A i~ / \ / j \._.....---759 ` ~ 'o / ~ ~ , % c~ I , J ,i i / ~ / IJ J / i % / i rj J / ' / / / / II J / / J J J J / y / i / r !I / •ir / ~ i I / / i / f ~ ~ 1 I ~ / ~ ~ / ` k' J jr r' / / Jr / / / r ~ / / ~ ~ / / / / ~ / r i ~ ~ ~ ' i i ~ f ~ ~ AT H IN ' ! j ~g C C 5 / r1 / 1 ~ / ~ / / / i J i / i! / j~ / / i % / i i / J I I / / i ~ / ~ ~ ~ . r; I -27 t i / ~ ~ ! ~ I t). J % ~ e \ / / i ]`'r,~ / / / ~ ~ , / may, _ / / / ' ~ i j ~ - / / / / ,r i ~ ~ Asti.. , / i / / J, J' / / / / J , __m.._._ ~ ~ ~ 1 ~ ~ ~ f 6 . • to `1r ; / / ~ ~ 1'`~, r' / I Jr I/ ~ r ~ iJ i % J ~ ( , ~ N, cr ~ ~Q~ / % ~ T ~ ~ ~ , L A , a i / ii / , JI J / i J / ~ ~ 1' ~ J j % ~ / rI / ~ 1~._...r / / / J ~ i / r / ! ~ J~ / i i i/ / I `O ~ ~ ~ ~ , ~ HYD - ~ J it r / / / / / r r . d ~ 1? / r / / / / J % f ~ P ~ h h r ( 1~ ~ `x ~ x , ; J, i .h / / / ' \ ~ / it j / / i ~i 3 ii / ~ ~ ~ f s ~ ~ ~ 1 / ! ~ j ~ ~ ~ ~1 N i ' ~ ~ ' ~ .1. i / / ~ ~ v • ~ ~ / ~ / ~ J JJ 1 r i ~ , / I I ~ E~I4 POLE ~ ; ~ ~ . ~ . I I i ; \ \ ,1 . t t / / . / / / ~ j' ~ l~ ~ D / F- D 1 ~ , + ~ ~ i 1 ~ f / i \ ~ , / ~ ~ ~ / r / Ji \ r~ iJ \ / / rI / r JI ~ ~ ~ ~ ~ . J ~ / ~ I ~ , / A " / i / / / / \ rI /l r', ~ I ~ J ~ ~ I 3 I ~ ~ ~ I I I i , ~ 1 CH BASIN ~ 1 I I / \ \ ~ r / ~ I / , / j~ ~ i ~ ; ~ 2766.0 I ~ ~ ~ INV=2762.8 I I ~ i i i ~ ' ~ f ~ / I ~ ~ I 1 ~ ~ i 0 I ~ 1 ~ ~ J ~ / \ ~ ~ ~ ti ~ J / ~ / / i i ~ o Z j ~ ~ ~ ~ I f 1 / .i/ ~ v ~ \ JJJSSS \r'/ ^ ~ 1 JI I / ~ ~ j I, • / JJ / % J Y \ Y J I j / j~ ~ "6'~ ova ~Z~~ ( y'• I P' o I I ~ ~ i 1 ~ ! JJ ` ~ ~ \ r ~ rJ / , /r r, / i' / \ / ~ / / J ~ / ~ ~ ~ N ti I / I~ I ~ ~ m ' ~ fo` I' ~ ~ e / ~ - 1 , ti J~l ~ / , / ~ / ~ , J'' ~ Z ~ e i OC , CATCH BASIN ~ ' ~ ~ I 1 L / / rJ i i i ~ . ~ 1 r~, J / j` r / / / ~ ~ 1 , / J ~ ; / ~ / / Z~ ~ d~N1i ~ ~ RIM=2766.0 , 2)F . ~ t 8 ~ INV=2762.8 `i ~ \ ~ ~ \ / I ~ ~ rl ,x ~ ~ ~ x ~ .a r f J ~ r / 1 / i F % ~ I I 2~s~.__.~-_ . I ~ i \ / I• 1 j ~t / h't ( \ J % / ~ / / 1 1 `l J/ / / / /r / 1 % 1 ~ I ~ /f ~ I i . ~ ~ I I I ~ x ~ s ~ ~ \ ~ ~ '•ti 4 I j / f / / / \ ~ 1 / / Jr ~ J / ~ ~ / 1 ~ r / J / j / i ~ 1 f I I ~ i \ ~ 'x ~ l I f ~ v ~ ~ J i ~ ~ ~ I ~ ~ / / / ~ 1 ~ I / ~ . ; - J , J . ~ . CATCH BASIN ~ ~ 'r~~,.......,^ ~ 1 ~ ' 4 , ~pl~- , , RIM=276$.5 't EM41JE TREES ~e ti l =2764,3 1 ~ ~ 4 i , ~ \ ~ ~ 'fix. J ~ l ~ ~ ~ r ' ~ ~ 1 1 ~ . ~ % ~ t`~ ! ~ ~ s~. i ~ ~ / / . ~ ~ ~ i ~ ~ ~ ~ f ~ \ ~ % 1 ry ~ ~ i o~ ~ r,,.... m ~ ~ - i ~ / I ~ / . ! I ~ ~ ~ f J u'' l ~M,_..._~..._ ~ ~ h~ ~ / _ 1 s ~ ~ I 1 I ~ f ~ \ r > > ( ! ~ r ' N . a _a G sw I RIM 68.8 ~ ~ . a \ ~ r, `'mow.. ~ ~ ~k`"' 4.. . , ~ - - - - _ _ _ IN 765.1 ~ ~ oa ~ . T ~ I . '1 . ~ / r- I ~ ~ TRQUT B FFE U ' w~~ ~ 1 ~ . ~ f r CATCH RIM-27 ~ ~ I ~ ~1. r , . ~ ~ f / 1 \ ~ ~y ~ ~ j~/ ~ ~ J CATC I MANHO f W/ v / GAS E C SEWER . / / ~k ti ` N TOP OF BANK x ~ l~!/ ~ ~ o - RIM=2770.5 ry E , RIM; 7 .75 ~ ~ s'' 2 a ~ ~ „ I •27 Z.8 (12 VCP) ~ t~ . 6. _w T.o.a. ~ ~ ~ -r---~--~.;.._ E CATCH ~c, L ~ \ CATCH 8A - 1 ~ ~ \ s ~ INV: 62.8 (12 VCP) Q o ~ a~- ~ r~. ,1.'~C'~ ~ ' -y.,...... r,,,.~ i i ~ w 0.~ I ca ~ -2771,3 . r-"- E , ~ ° • CATCH S1 , , INV-z~" .8 ;771,3 763.2 ~ 12 PVC) ~o ~ ~ ~ . ~ I~ANNO E R1M: 7 ~ .7 . ~ ' l 2 1 0 2, 68 ~w ~ 762,9 12 VCP} Z ~z~ , - ,.,,•~i.--._..._...,..._~..._. -----r,,, ~ RIM= 770,2 - INV=2768.4 ~ , S IN : .8 ~ ti S (8 < ~ ~ ~~M ~z~ • ~ .2 63, z...._ IN'J:~~a3,-~.. 12 PVC - ~ - _ - r.. _........_.,._.-a . ?766 ...~.,...-w---------'-° 276aT-- _._.w.._.._._._..-._._..~._ 2762--•--~•--~~,. ; ~ MURPHY BRANCH DIVISION OF p., c~ ~ . ~ G r Q C1 lulAN HO f ~ ' r,.____.._.... SOUTHERN BRANCH RAILWAY ~ ~ z°o 1 G' C 2~. ~ ~ - ~ RI 77 ~ 27;5 c T - . - '~---..~•-__~lx' ""_.m.'T`-.._.'. a T rat T - _ T['_.~.~-.---- . • ti._ . - ~ ~ L L - _ L _ _-~7->> ~ e t-~~ ~ RAIL INV;FILLED :.._--2?71.___.~.r._..,~ I ----..r..--.-.~-~ + + ~ ~ ~ /DIRT ~ ~ ! ~ ~ r Cif r. ~ ~ ~ E E E Sl ~ ~ ~ L ~ ~ ~ ~j~ ~ E ~ E E N ~ q MANHOLE REMOVE ~ ~ E OVE ,t 1 U W ~ W ~ : ~ ;-j ? o tf ~ ~ ~ \ 1 ~ ~ W/WATER VALVE ~ RIM:2770.57 STRUCTURES ~ r, f t ~ ~ "b'- , s / ~ ~Z ~~H .ti ~11 ~ ! /i`~ Sig . Q 1,. a yr N \ ~ C 1 ~ ~ ~ REMOVE STR CTUR U E A W O ~x~ Z = s ;,1 . S s D CONCRETE. / ~ i w V 1 Q ~ / 1 . ; ~1 l 1 ~ V, , ` 2 REIN ~ MANHOLE V ~ ~ ~ l TURF TO BE / . REMOVE ~ ~ ~ A 1 R~ TED. ~ ~ w a 1 ~ ~ w ~ , =1 /~1 1 a. . 1 O 11 1~ ,~f 1 - l 11 1-- • 1~1 CH BASIN RIM=2772.2 RIM= INV= 7 d ~ ~ ~ ~ ~ / ~a , ~ 1 1 5 ~ O ~ ~ ~1 ^ 1 .1 - Q t fem. 1, S 2 5$ 2 INV=2770.5 ~ CATCH BASIN _ ~AANHOL R1M=2772.3 c ~ , ~ ~ a~ ~ 1 ~ ~ l 1 ~ of Y ~ ~ r • iNV= 767.7 ` RIM=2772.4 ~ e 2 ~ a ~ ~ ~ INV= . ~ ~ ti ~ / ~a ~ 1 ~ G / 0 a / ~ t ~ ~ O QD ~ ' .y ~ - ~ ? M ~ a LLF ~ i i T CATCH BASIN ~ C, ~ >T ~ RIM=2772.4 ~ ~ ~ f AREA ESERVED FOR ~ ~ I' Q ~ • INV=2768.3 ti a ~ i ~ N ~ INV=2768.1 0 ~ / 4 I t~''~. / p I ~ ~ 1 / ~ ~ y ~ E ~ _ DAM C., NSTRUCTIDN PER ~ J W ~ • ,r4 11 1 r ~ CATCH BASIN 'sl RIM=2772.7 2~7 / ~ ~ i ~ ~ / ~ j ~ ) ~ DEED ~w, '132 PG~6z1 N Q o (V . ~ . ~ ? a INV=2766.4 / c ~ ~ ~ r i 2 / P a E ~ ~ r ~ ~ _ C„'BET~I~ A PINT FIFTY W O i. O Y E ~ / ~ ; ~ 1 ' ti, n 1~r ~ ~ i ~ r ~ ~ ~ , ~ ~ FEET WES DF THE SOUTHERN ~ L~ ~ N c}' i l~ 1 ~P a 1 4 EM ~ M ~ ,r r 11 ~ \ Q / .EM POLE ~ ~ ~3~ l ~ P e i ~ RAILWAY TR TLE ACROSS ALLENS .-g ~ ~ i ••1!• ! ~ 9 „ w!~ °1111M ,r . ! ~ jet . 5 4 I r i ~ ~ CREEK AND A DINT 100' EAST OF ~ ~ ° 1`I `I r J ~ ~ ~ • ~r - THE CENTER ?F~THE RAILWAY TRESTLE") Q W F- 1,/ ~ ~ ~ ~ ~ / , P ~ EXlSTlNG ~ , ~ H 0 J ,••1 ~ 1 ~ CURE AND ~ S ~ 0. r ~ 1 / bl V li!' 1 lSLAN S 0 i G ,r,.. P ~ ~ ~ / .,Y Q ~ ~r~' Z ~ 1 i N I ~ . ° i 1;1 I t P f _ ~ E 1 ! r~ I,r ~ 1 U I ~ ~ t r'~ ~ ~ „r- ~ i P ~ f ~ ~ Z ISSUED FOR: DATE: BY: ~ I i r' .1 n 11• r~ 1~ \ .r-''~~ r .s'. ~ ~ PC Review 10/10/06 CJC U CB CB 3 ~,o . 1;; ` ~'~T rr 4 1 1 / r~r p ~ ~ ~ .i~ ~ . ~ ~s s _.~.......-_r.. BD of Ad}ust 10/31 /06 CJC ~ ~ ~i ' ~1 ~ \ .1 ~ ! it ~,r ~ ~ { ~ ~t> Permit 11/03/06 CJC _ Permit 12/05/06 CJC ~ J C.) ! ~a i a \ , ~r / cs Permit 01 / 1 1 /07 CJC J ~ ~ ti..~ ti . ' \ I d p l~i~ ~ r t~ ~ ~ y+l,~N; 1~1 f O r~'.r - Permi# 02/16/07 CJC ~ _ ~ Permit 04/11/07 CJC z ` ` . . 1 1 ~ ~ / ; r? i ~ ~ Permit 04/30/07 CJC Q L ~1 •.2 1 • ~ ~l ~J v ~ ~ i~ ~ Construction 06/01/d7 CJC ~ Up .,11 ~~r s 1 ~ ~ J / / Z ~ ~ JOB N0. ~ W~ I r, ! ~A . , ~ \ CDW-2009-01 E Q Q Z~ 1 I 0'll~ 1 v ' 7; i v. \ 1-- SHEET c~ Q~ 1 ~ 0 '•~1 i ~ 3 U } W ~ ~ 0 ; 3 0. O ~t ` .y ~ r;-~ ~-o.z a o iY ~ i 0- U •i±' E ~ti ~ P i i i t I j ~l r > ~ w 60 30 D 30 60 120 7'' ~ .G N J ~ ~ ~ ~ i tf} ~ ~ , ~ ~ _ _ i 1 f r A!N Z4NE A5 SCALE IN FEET \ ! ~ ~ ~ r L a ~ Y ~ ` ~ J ~ ` • ~ ~ ~ ~ ti 1 `~1 ~ ~ • ?ED ON FEDERAL EMERGENCY 1 ~ ~ ~1`'\ ~ ~ ~ 'L00~ INSURANCE RATE ARY 6, 1983. ~ / ~ , ~ p~ ~ 1 r, ~ ~ ti .,1, ~ ~ ~ \ ~ t,}~ { ~ . Q K ~ ~ , ~ 'LOOD ELEVATION" ,,J, ~ ; .p `.ti...n..rmM.~/J ti ; ~ , FLOWY r v ~ \ \ ~ ' L ~ c S ~ ~ ~ ~ ~ 1 /1 z~ 4 o., 1, . ~ ~ ~ f 15 1 FL WAY Y RO~~ ~ f c'j S~ - ~ ~ ~ 1 C - / ~ / { ~ - O - ~ t ~.1 TOP UF~~K r i iO~ ` > . If~ `w ''-~.'-V-... cv ~ 5 - ~ w _ 1 Cam, , ~ a ~ ^ r ~ tt( N qi. r ~ ^ } { ~ ~ ~ . ? ~ f~ f N ~ { r { { 1 N r t { 1 { t ~O~p - - - _ - 2.._..,r,_.. ~ ~ l / t t,~ t t t t r l ~ r 1 1 ~ BR,~~ ~ ETC NCA~1 C R E - - ~ ~~~J EK ~ ' G- f ~ ? l~ 1 + ~ { r ~ wl t IRS 1ry~ j ~u fly N t,~ / J t n ~ er ~ ~ / ~t .r ~ 1 ....~rY...r ~ ~ r r, , l I . r !v'1'.a 'r{ f t { ~,r t ~ ~ 1 ~ i i V ~,r •t ~ ~ f 1 1! ~ { ! ~ ~ 1 ~ r' 1 / t ~ J~,. ~ l 1. r 1 fl t t ! c ~ l1 r r ~ hh r ~ !r ~ ~.¦r¦~ 1 © + 1 ri ~ ~ ~ ~ =\i ~ ~ ~ rll~// ~ 111 _,1..,---~_ N~ ~ ~ ! t l t o t r { / ~ AN OFFER ~ l ~ ' t / ~ ~ i ~ t ~ ~ 1 . ~ ~ ~ ` l ~ .,.J "`•`e t r f { ~ ! ~ ~ I , ~ 1 1 s 1 ~ t v ~t 1 ~ S 1 1 i r .S~ ~ ~ { • ~ t l ~ r ' ~J ~ CJ C.~ ~ ~ ~ cy i f Z7~ • • ~ t ~ ~ I 1 I ~ f I ~ ~ 1 1 , J,,,i N ~ l~•r ~ ~ ~ ~ ~ • ' 1 i ~ 1 ~ 11 rJ ~ ~ I 'J ~ 1 U~ / q{ ~ • f f ~ - 1 ~ • t 1 1 ~ i ~G 1 \ J 1 ~ 1 ~ \ ~ ~ ~ t ~ t rt I ~ ~ } 1 ~ ~ 1 ~ ~ N ~ ~ 1 1 u~ ~ s ~ t ,r, , 2 ~f ~ ~763.~ • 1 1 1 ~ ~ i ~ 27s ~ \ i ~ • ~ t f S ` L 1 / ~ ~ ~ ~ ~ y ~ ~ ~ f ~ ~ f J / ~ ~ ~1 ~ G t ~ \ ! w ~ U TRY ~ ~ ~ I~ r - -'."'--..i " f I ) f > B f 0 Z Z ~ J ~ ~ ~ ~ ~ i ~ ~ ~ ~ f t t ~ _ Py 1 ~ ~ 's `'27g 1 2~-.... ~ 15 ' ~ ~ J/ LJ ~ ~ n ~ ~ ~ g r N t -n J , .-~-`"7 ~ ~ U N ~ z cn ~ / ~ 2 1 N '"`-f ` R ~~'~'s 5~ ' v 21 a~ ~ r ,~tt ~ ~ ~ \ ~ o ~ w 0 ? . ~ ti ~ CONT ACTOR SHALL F R TO ARC ITECT RAL PLANS CT 0 ATI N A D ~EXA LC fl N ! N I NS• OF V U P P O E S E L SL ED A M E 0 S RAP MP CTORS ND M 0 A A 1 f r r z~ss- w v z \ ~ ' ~ ~ ~ a ? ~ TRUCK OCK P E ISE BUILDING DIMEN ONS A X CT S I ND E A 'tT~. NT NCE OCATIONS. L f l ti N ~ ~ ,y ~ Uj ~ F- j j ~ ~ ~ ~ f l v o~ ~ ~~.----z s / Q O ~ _ f / ~ ~ ~ i ~UI- ~ ~ A 84 • 1 ~ a ~ ~ ~ r ~ Y~ i ~ N i ~ ~ ~ v 1 Q D Q ~ ~ 2 6 1 t~1 \j i J/ ~ ~ l Q~ 1 ~ l . _ r, lF ~ I , ~ 176. j ~ 1 V j Q, I ~Y+ f \ ~ / N L ~ i J ~ a f ~ ' ~ 1 4 ~ ~ ~ i '~.J r - ~ ~o~Q ~ -,G' ~ ~ J , ~ ~ , u+ N,~ ~ 2759---~--. ~ ~ ~ ` ~ ~ ~ h N ~ • ~ . ~6 ~ . ,r-- i ~ W J ; to , 1 r^. ~ ?)g i~ ~ ' l ~ r^^~~. i~~~ ~ / ~ / ! + ~ ~ i B f r' ti ~ 1 ~ ~ n ~ i 1 \ j ~ 1 / 1 ~ r N r ~ i .1-- ~ ~ ~9 ~ r . s ~ r r + I 1 ~ ti ti ~ 1'S h I ~1 S~ / i i ~ / ( 2 ~ ~ ~ 7 \ w I I ~ 1 1 ~ 1 i ~ ~ ~ ~ N ~ / ! 1 ti ~ ~ i~~ .ti ~ ~ ~ / f 1 ~ ~ i 1 a~ / a ~ ~ erg--.... ~ ~ z~ ~ t s~., ,fie ~ tT t ,S a ~ ~ s ~ ~1 1 ~ ~ ~ 1 .._.17 _ N ~ ~ 1 / N. 1 1 ~1 .1 e~j N ` Orr""----._. ~q, n~a rn Q i ~ t 1 l , ~ ~ 1 275 RIPAR ER ~V ~_IN 1 / i t ~ ~ f ~ j ~ R 1 , ~ s a Jam....-...1 /Y 1 c ~ / ~ ~ i i ~ i 1 K ~ ~ j ( 1 1 X59 4~ , , 1.,.,,.. '7 ~ . r ~ ti~ ~ / ~ 1 21 r1 ~ M w Z7~ 1 J ~ ~ ~ / Imo.. / ~ ; \ r ~ n t~ ....r.-~- l~ ~ ~ ?~e - ~ \ ~ 1 ~ / ~e 1 276 a j / ~1 3 ~ N-~ 'L v ~ Fi / o . ? 1'~ r ~6 ~ ~7 762 ~ ` _ ~ • ~ e ~ V \ 61 f..... ' 21 ~ %r~~ - ° ~ ~'„'e., V ~ ~ ~ ~ ~ ~ ~ p o • • • P G ~ / _ ~ s ,~.r ~ , z~6 a 3 't /f i r+~~.~i ~ 1iJ4 t ~ ~ ~ ~ ~ ~ ~`'r'. P a, e--- .....r_,_.,._ ~ oQ 3767 . _ _ _ 27 , , r . rrr~~ r r~ r~1r r~ r r r~ r r r rr~1~ r r ~r~~ r r r rrrr~ r r rr_~ r r r r w~~ r r r~r ~,..r r . ~'ti.. Y._..,,...... O ~ 2762-------- ti /MURPHY BRANCH DIVISION OF 9 j ~ - S ER ~ . 27E5-.-...._... w ~ ~ ~~7~:~ w . ~ 1 •I \ ~r ~ ?J SOUTHERN BRANCH RAILWAY ~ a~~ ~ ~ \ ? c ~a , . 2 )6) _ _..y. ~ ~ _ 2 g._... i .m.. . T._ _ _ ...mow.... ..............................~...r.+..,,.......'..+~..~... ~"ti..'"°+~~............. - k~--~-T --T-._._T 1, RAIL ! .._...--~T2 ~ ~ ~ ~ 1 ~ \ r ~ ~ .-_fwj , _ _ P f SI ~ N F ` p ~ ~ ~ ~ 6 ~ ~ ~ , ~ ~ « ~ • ' r r. N 2,i i (V 6, f0 , 1 ' ~ ~ N ~ ~ ~ 2 ~-a ~ y ~ rn ~ ~ ~ w I ..r.~_ _.r.~ ~ , ,r ` ; - - - - - 6 I V \1 1 ~r'~ ~ \ •'f \ i I Z /rte ) ` r r~~ > ~r r/ i' \ ?7 1,3 ' ~0 ' \ ~ t\ 0 1 ~ c: ~ L ~ \ i l / \ ~ z Q P r ~ ~ WAY FLO TOP OF BANK x `x7, t~•, ~ ~ i A w o i 'r P r' !y QV ,t' \ " U ,r ,r'' • r F G ~ ~ P Zp EzE, . ~ .r''. P ~ ry ~ P~ ~ ~ ~ Q e ~ ~ p; ch w F oa O p„ ci ~'~x r ~ \ ~ ~ J C) _ G G 7 1 o~~ ~°w P ~ r ~ / ~Z. W~~ oo~ W w w~~ W J ~ / ~ / / Awz ~~a Q o ~ Q Z P~ o~ a \ i ~ ~ Iwo r ~ woo ~ ti v ~ ,jam,/ 1 O ~ ~~w z m Y ~ .i' i ~ ~ i ~ ~z O O ~ J f i ~ ~ ~ r~ ` \ ~ m ~ ~ ~ ' e ~ i / \ ~ ~i ~ G~.. N ~ ~ ~ oN J WN / `',ti`. r A ~ ~ ~ I f ~ L / ~ ~ . Gil _9 0 O O N ~ /i ` ~ ~ f i d' I ~ / ~ /Z ' r /I l.~''r' / / r r i 0 J 1 ~ a A ~pv g 2007 ~ ~ ~1.~ i J I d yllElt~NIDgtO ~AY~l~T~t O ~ i 'W` i O I v r f ~ t Z X i I I ISSUED FOR: DATE: BY: O ~ PC Review 10/10/06 CJC ~ BD of Adjust 10/31/06 CJC J ~ Z N Permit 11/03/06 CJC ~ Permit 12/05/06 CJC ~ i- Q. t ~ ~ Permit Q1/11/07 CJC ~ Q I ~ Permit 02/16/07 CJC W Permit Q4/11/07 CJC z I I J ~ Permit 04/30/Q7 CJC Q N L~ 0 (p I Construction 06/d1/07 CJC ~ s~ UO i I JOB N0. ~ " ~ I ~ ~ W ~ CDW--2009-01 E C7 O z~ i o d~ SHEET c~ 0 ~ U ~ W 3 X-1•~ 0 Q ~ tY 0.. U 3 i i F l i r t t ~ . I i 1 1 'l' '~2~ ~ i ,I 1 1 i 4 y } 1 . ~ 1 SITE GRADLNG NOTES 1 F Fi V ~i ' f F F F, ' i y ~s i i s { S 1 F y 1. CONTRACTOR IS RESPONSIBLE FOR DEMaLIT10N OF EXISTING 1 1 S f 1 1 1 F F 1 ~ r f j i i ~ i f 1 ~ ~ ~ ,,C STRUCTURES INCLUDfNG REMOVAL OF ANY EXISTING UTILITfES SERVING y F~ 1 i r THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 1 1 S i ~ } 1 1 f 1 F 1 ! ! i 1 y i i i f 1 1 F F F f 1 1 t 2. THE CONTRACTOR iS SPECfFICALLY CAUTIONED THAT THE LOCATION F 1 1 S ! ` F it ' i IS } 1 ~ 1 ~..r~nr . ~ ~ I F ti 1 1 ~r.r~ . PROPOSED I SLOPE = 2:1 t _ AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE l i f3 1 1 y , I ~ i, ' i i t ~ / F F ' SY Jp t' Il - ~ ^ ^ ~ PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, t i 1 1 1 I ~ BEGI RETAINI WALL. AND WHERE POSSIBLE, MEASUREMENTS TAKEN iN THE FIELQ. THE i ' t ~ F ~ _ i , 4 ~ ~ F 1 1 ' i t i i 11 1 1 ~ CONT UES A~0 CREEK/D E INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR i ~ ` ~ i F F \ i F t I j r TO HO E DEPOT E. ~ COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EkCAVATION TO 1 i 1 O~ 1 i 1 i r ' REQUEST EXACT FIELD LOCATION OF UTILITIES. lT SHALL BE THE i i f ! i 1 i , i / 'ti / i 1 F ~ / ~ 1 t 1 ~ g ,~o~, RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTfNG i , t { ...,1~~ ~ / t 1 i / 1 r `4 ~ UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN 1 ~ 5 s / 1 1 l 1 ; ,rr i i ~ ~j 'pig ~ ~ 275 ''~'y cy S~ v g' ON THE PLANS. 7 F ' j i ..r''~~ ~ ~ 1 6 F , L f i 1 : ' , ~ ' 1 F ~ i ,r• ; ~1c~• BIO-BASIN C 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. i 1 1 ~ i F / ~ ~o~ 1 ~ . ~ t i i ~ + / F , '~i it ; F S j ~r5 i 1 F _ 6 F I 1 5 CURB CUT, RAM y6• _ -~-3~,~ 4. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT 1 c F F ~ 1 1 - t i i F I / ~ F 1 1 ~ ! I / Ir ' s ~ 2542756 NP. 27 4 g ~ ~s ~ N CO / ~ ~h CUR ,s ~s~ ~ 1h~' O~ 757' OF 4'~ Al Al ~ 5. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. ' 1 ' !r ` F F t i i F i i ' 1 / ' 1 ~ 1 F F i ' 1 f f ,p 1h~~ FENCE ON RETAININ ~ \ ~ s TAINING LL S ~ ; i 1 ' 1 / 1 F F 1 / / 1 i S ( 1 ~ 1 / 1 F i 1 1 / I 6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS 1 ~ i j t ~ F F 1 1 i ~ 1 t 1 ~ 1 1 f' 1 F 1 / 2757 ~ E. ~ OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. f ~ i F 1 I I 1 1 i 1 i F 1 F ~ / ,~~j N 6'6+ ~o i S PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH 4 ~ ;s ~ 1 I F ~ / 5g CONSTRUCTION ACTIVITIES. 1 ' ; 1. ~7 ~ s { ~ ~ ~ l 1 , i ` % 1 s y i, ; F < ~ ~ F -2758 ' 759 1 ~ / F i ~ 2 7. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS 1 ~ / , 1 1 i f i 11 ' 0~ 1h~~ ~ 1`~~ c~ N NECESSARY TD ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 2 ~ ~ i t i i ~ J f 1 1 i~ i f/ it ~ 1 ~ 1 ~ ~ ~ I/ i ~ ~ i 1 1 1 / j R V N ~ REFERENCE ONLY - REFER TO N ~ 2 ARCHITECTURAL DRAWINGS. / ~ ~ ~ ~ 2~s3 N a'~T 8. CONTRACTOR SHALL ASSURE POSfTIVE DRAINAGE AWAY FROM BUILDINGS I 1 1 i i 1 F / 1 i i F l j ' 1 \ ' i ` h ` i 1 FOR All NATURAL AND PAVED AREAS. ~ ~ ~ ~ 1 , i 1 i; ' i F 4 ! ' 1 F ` S ` S ~ ~ ~ 5 9 i 1 / it ` i y ~ i ~ N N ~~~m i 1 i f i f F t + I 1 i 1 1 ' ~ i rl ~a~, ~ 9. TOPOGRAPHIC INFORMATfON TAKEN FROM A TOPOGRAPHfC SURVEY BY r ~ ; S I F 1. / ; 1 f F 1 i ~ , f ~ 1 1 t ~i ~ ~AS 259 LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXfSTING 1 ; 1 ; 1 ~ 1 i ~ i F V I i I { / f t I ~ti oo ~~s ~ TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE ~ t ! f ~ 1 / S ; j , ~ { 1 , 1 i F ~ 1 s~~~ ~L~4'~~ N ~~s \ 2~~> SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIe SURVEY BY A ~ REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR ~ i 1 ~ 1 ! i 1 1 I i ` F t i 4 ~ 1 F S ~ I I 1 i ' ~ FABRIC AND ~ o REVIEW. I ' I 1 1 / i F ~ F F 1 ~ ! ~,2 i 1 1 4 ~ ~ 1 N/ ~ ~ STONE THEN J~ti w 4 1 i ;1 f t/ 1 1 i 1 ` F `'r,,,,.~ 2~Sg X11 h°~' ~ .25 ~1 N FILL OVER PUMP OUT, REMOVE • SOFT SOILS. SEDIMENT. BREAK N 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL U' c~-n F 1 i ~ ! ~ 1 j 1 i 1 1 ' f i ~ ; 1 l t 1 ~7 - ~ I ( i ' F 1 / F ~ F ~ 1 ~ 1 1 ' DOWN CONCRETE FILL 258 RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY ~ 1 ~ ~ F ;t N N i , 1 11 S ~ ; ; ~l -...7 F / i i F (x'11 1 ~ 1 11 I ~ ~ ? 264 a ho ~ ~ WITH ENGINEERED F{LL. ~ .gyp ~ STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. ~3 v j ~ ' t f 1 j 1 i i _ ` N ! ~ ~ ~ ~ ~ ~ ~i C i ~ 1 t , f ' F i V ~ •..l ~2 259 ,~~o'~' = ~-\1-- /i ~ CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH ,z,.~ z J GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS ~ o 1 ! 1 ~ N i 1 1 ~ i 1 i 1 F 6 N S 1 1 1 ' { ~ ' 4 1 I ~ N ~ ` ~ ' } t ~ 1 1 F 1 i 1 1 ' f 4 1 ~s s9 6'0 ~ ~v OBTAINED. ~ w~ n- I ; ~ ; ~ I 1 I F1 J ' 1 t 1 1 V 1 V" 1 t S ~ f + 1 ...-----'rte" 2 it 1 ; i 1 1 , 1 V' 6'~ ~ ~0 o c" v F s l ~ I ~ 1 ~ 1 1 ' ' i ~ F F 1 ' ' F ~ I 2 1 ; 1 s 1 1 1 ~ d~Y y. o~ ~ ~ ~~rO ~6~". •8o ti~ ~i X11 11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING z ~ i 1 1 ! I f ~ ! ~ i i 4 j `i ~ ` I t I 1 1 1 \ ~ ~ i F t F I 1 1 f ~ ~ 1 1 I i ~ / 2761 _ CODES AND BE CONSTRUCTED TO SAME. ~ ° ~ o t~1 U ~ F ~ i ; I 11 1 i ' 4 i t 1 ~ I ~ 1 I 1 ~ 4 ~ 1 I, F I S ~2~5 ~ 3q N ~ ~ (/7 1 ~ / ! i i f / i ' i ' i ' i i F i i S i S .i ~ F 1 ~ i i 1 i ~I ~ 1 ~~~ti~ ~j ~ ti1~~ i i 12. CONTOURS ARE FOR INFORMATION ONLY. USE SPOT GRADES FOR w ~ w i i f ~ ~ ± i I F I i t i i 1 1 i I 4 i ~ 4 ~ 1 ~ i 1 CONSTRUCTION. z ~ ' f i i 1 ~ti . S ` 1 i ' i ' i 1 i i F { i i ' F i ' I i I ~ 1 t WAL MART ~`~ti so ~o~ t ~ 1 i F ' I ' ; i I l ~ ~ ~ ' 13. CONTRACTOR IS TO CONTACT ENGINEER IMMEDIATELY UPON o o F i ~ i ~ N N f 1 it J I ; fl F J ~ S C 1 1663-02 Waynesville, NC. DISCOVERING ANY SLOPE GREATER THAN 3~ IN PAVEMENT AND WALK cn cn ~ f ! i y ~ I I i 1! 1 ~ V~ \ n ~ c-~ni n to _ AREAS. w w Q i, ~ 1 1 V j , \ ; ~ } V ' I 1 I 1 T 1 { ~ i .I} t ~ I/ CJ J l~ L I V l~ ~ ~ ~ ; , , C;~ I I 1 ; ~ ; 1 4 i 1 1 il~ 1 1 i ; 1 1 W i~ ~ ~ ~ 1 1 ~ S 2 ' 9 ; I 1;1 s ~ s i ~ ;II: I 2763 6' ~ a~ ,~h~"~°~ FFE=2762.00 1 ; 1 I I i 1 ~ J ' 11} ! i I ; ~ ; 1 1, 1 1 1 1 ` i ' Ilt I i 6' 1 , , 11 1 rn ?>s~~ ~ i o o\o Q ~ I 1 II i ' 2/ i I i 64 1 1 i ~ I1; ~ ~ Q ELIMINATED TEXT ABOUT BOTTOM OF STONE ~`ti~ ! I I' ~ i ~ I { ; I i i I i i ; 1 i it I I f 1 1 1 i ~1 ; ~ I I f s i i I i l i 1 ; ~q ~ 8" STONE PAD TO 5' OUTSIDE OF 2~s7 G, BUfLDING LIMITS.. 4" FINE STONE a ~ ~y 2757 i I i I ~ 1 ! i i I 1 1} 1 1 l 4` i i { 11 i I N NOTE: it i 11 j 1 ' I 1 ' " a I, i i } ~ OVER 4" NCDOT N0. 57 STONE. REFER TO FOUNDATION SUBSURFACE N v~ PREPARATION SECTION ON SHEET ~ O S8 ~g ~O~ ~~~1, i i ~ ; I 1 I ; I i y I I 4 j i ' 1 1 ! i 1 A 1 C-2.2 FOR PAD PREP. & PAQ ~y1 1 , ; 1 I i ~ ! i 1 n ' I I t 1 i If I f 1 ' 1. ! i Si } 1 ' , 1 11 l /15 TREATMENT FOR WAL-MART. h ~j,r 1 ; 't y t ; a ~ t c , , u 1 1 i ; i ! I 1 it S i ~s y<b' J ~S' ~~s ~S ~ ~ ~y w i o N $ a 2 1 1 4 i i w~ 1 v' 1 i ; 1 ~ i i I I 4 , i ~ 1 1 • CONT ACTOR SHALL FER T ~ flIMENSI NS' OF VE I ULE, SLOP ~ ~a r• % ~1 ti1~ o+ TRUCK OCKS, P ECISE BUILDING ~R TO ARC ITECTURAL PLANS ACT LOCATION AND ~~°o~° ' 1 ` ~ ' { i 1 i ! I l 1 \ t, l i 1 l I ' 1 ` 1 I ~ ~ ' SLOPED PA~~EXIT S, RAMP OMPACTORS, AND ti~~ ti~ ; i i ' + f i I ~ 1 ~ \ ' i ' ~ N 1 2HIGH _POINT .DING DIMENSIONS AND EXACT NT NCE LOCATIONS. ~ - - - o WAL-MART GENERAL ~ 1 1 1 1; °r 5 1 } H , I 6 1 3 I ~ ~T- MERCHANDISE TRASH ~ ''w ' i ~ y ! , COMPACTOR GRADING DETAIL 1 1 1 I 1 I 1 ~ ~ ~q 6~ O SCALE: 1 " =20' ~ i ! 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'S 4 J ; ~ I W e f ~ ' i N Ii I i i} i a p f ~ ~ - ~ CRUSHED STONE, NCDOT SIZE w ~ ~ } 1 1 P N 1 ~ ~ i i ii 4 } L` 'ti, t\ ~(~\G~~.;' ~ ?~aaX90 2>_ \ / \ \ rte, ~1 r--~ r-~ ~1 r--~ No. 57 OR 67 O i it , ~ 1 \ 1 O``,/~ i i i ~ ~ i bt '1 I n f i ~ ~ r ~3 ,r 6+ i o~ owl o~,,~ o~ ~ ~ x o o p.~ l , , ~ 1 ! 1 ~ ~ f N ? l~ i / u @ ~ /~~C 7 67 ~ / i f u P i \ lti V L 1 t i ~ ti Q t 1 ~ V r 6 . i a ti 6' ! tl . 6' o i 1~ ~ . , •r.,. ~ y.w n , ~0 N . ~Q ~`e i ~ A _ J , V 'V i ~ ` n • .,...w.w...........rw 1 :~•::'.1':.~ 1 'tip fj , 1 6 y 'w+. i 2 0 6 ~j6 6~ ~ / /~1 W Z ~ ~ Q 1 h 1 S , ~ 1 1 ~ 1 , { L l l V.,, w.,,, `ry rw w 4 ' r \ 6? 0 27 61 Z ~l f? 1 1 1 1 r'r r r w aw S r. 1 i i 1 1 ~ ~ w,w w,w w,rr ww ,w ~ ,r~ ~ ; 1 i i r~ ~tvl~• r.yyr rwyw r,ww w .~A ww . •w rw rr w ww ' i ^,~w c_ • V s ''s FOUNDATION PAD DETAIL ~ ~ w ~ ~ x ~ wr r, Q ~q:,~.~.,.. 'Y~A,.n'~ i ~ i 1 wrr,w "rr rww 1 w w K Q ' oh y0 WADE TRIM A ~ ~ ~ ~ w 1 ~ i j • ..'w... w•ry rr 1 { ~ Ili 1 , ,,•F, • .•y y • ~ ~ ~ N.T.S. 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I 1 N ..,.,,.~.,.u....__....,..,...,`.~ , ,,,y` h ~ 6 $ 2768 ,r ,•y- , -•kr r...`~....,,,... ..rte Yw , I~ O •ti• ~ ~ s - • - 6+2 •~O •Q ,S• ••~3• ~ ~0 ?,s~p`s~ PROPOSED SPOT ~ zo } O~ -9 z~ w , PRQPOSED TOP OF CURB ti'~'~~°•P ~ ~ ~ ~ o J r. ~ i PROPOSED GUTTER `V r.> ~ w a. , ,ti , t~ 2766-----------"-_ i o d I z O i PROPOSEQ SLOPE 3'? ~ ~ ~ ~ ~ ~ ~ p v 1 N I ~ PROPOSES MAJOR CONTOUR 2 g z U i ~ ISSUED FOR: DATE: BY: O I i PROPOSED MINOR CONTOUR 2732 PC Review 10/10/06 CJC ~ C~ ~o SD of Adjust 10j37/Q6 CJC w ~ ~i L„ I- EX#ST(NG MAJOR CONTOUR zr.~s Permit 11/03/06 CJC ~ Permit 12/05/06 CJC ~ U 2ACT~R SHALL CONTACT NC i Permit 41/11/07 CJC ~ t3. r CALL CENTER @ EXISTING MINOR CONTOUR 2i~~-- Permit 02/16/07 C.1C Permi# 04/11/07 CJC ~ ~U 1 -632-4949 FOR LOCATION OF Permit 04/30/07 CJC ,a i PROPOSED RETAINING WALL Construction o6/Ot/o7 C,JC ~ d• v ITILITIES, AT LEAST 72 HOURS VO ,I~y TO BEGINNING CONSTRUCTION. ~ JOB td0. 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THE tip`' ~o ~~o = a ER OF THE BASIN BQTTOM SHALL BE NATURAL, EXISTIN MAT MATERIAL TO ALLOW INFILTRATION. h o ,y e~ p Nzti / 60 ~h ~O 5 9o w O O Sa, ELEV. ~ e ~ `L'tirO ho~1 a ~h~ ~~l' ~~S cos ~ HIGH N N Z~ao~ 99.50 ELEV. 1' 'c~ fro P01NT ELEV. 100.00 ~ ~ o 100.00 tit ~j~~~' `r N ~ ~ o 12 8'~ STQNE PAD TO 5' OUTSIDE OF ~n , i ~0, 8p 3 BUILDING LIMITS. 4" FINE STONE ~ X ~ 1:12 n N OVER 4" NCDOT N0. 57 STONE. 2. ~ ~ ~ MA [0.083] , OJT / MAX. % o~ o y0~~~ ~ U U V HOME DEPOT ~ N / 5'_ O„ ~ U U U m ~O~ ~O ~~b16? 1 ~ I _ • i 1 ~~i MIN, g • 0 1 ~2k 4CORNER LEFT ENTRY MIN. CURB HEIGHT= 6" ~ ~ ~ f ' I ~ ARMORED r HIGH ~ ~ /OVERFLOW w r a JDATION SUBSURFACE J ~ SIDEDOCK 28KGC _ .POINT _ ECTION ON SHEET ~ O O 1 " N ~ STANDARD CART CROSS-OVER D PREP. & PAD FFE=2760.50 f / - 0 AT PEDESTRIAN WALK WAL-MART. NTS ~ ~ Q ELIMINATED TEXT ABOUT BOTTOM 4F STONE o h O• O p"~ ~v z z ~4 ^ N~~ I ; i J ~ ~ AND ~~~e~ c~j 2758 / ~ ~ ~ ~ a. w~ ~ IONS. _ --HIGH ....POINT N 2p a . `V. i ° v 6°s~ ~,s~ Ohm 1-y l ! i 1~O ,°r; `ti ~~---__-2 g N FOREBAY W°~o wvZ . 2~s o ,~h~~ IGH - j ?`~j6O ~h S~'~ o~P IGH ~QS. ,2, ti ~ ~ ~ ~ ~ `L PINT NT mss. > ~ 60 ? ~ ~ 0 v Q O ~ O o~~ ~o ~ ~ ~ c'j ~ -f ~ U i `L ~1h~~~6~ ~1~1 ~ ;Sao oo¢ w w ~ cn cn 1 ! T I'- w w _ j, 6 ~ cps 2 58 ~ J ~s9 2158 ~ ~e`'~ ~~o~~y~ ~~~c~ ~ 164-._',\ 3 s6 ' ~O ~1 '1~ ~1 ho,• ~ ~ s ~ ~ ~ ~1 y~1 ~s~ , ~s ~ ~ 08 6p~ B i 0 0~0 ~ p `L 1 ~ ~ ~j dy ~ '1• h 9 sb gQ ~v j 1 01 NT ~~6~ ` ~ a ~ 6•~`~~ H ~~6~ .P `S9s ---~"-2759 -----._=r•. '1~ ? SS ,\4j°~' ~j0 ~ N r' W STANDARD CART CROSS-OVER INCLUDING _ O O `1~ ~j ~O `ti 1h°'~ `L~ S,o ~1. j PEDESTRIAN WALK AND LANDSCAPED ISLAND _ HfGH _ ~ 01 O I / NTS - '1`O~~ `1~ 2759 01 ~L~ ??~`s, O ~ ~ ~j S • 4 g ~'j / / S 6+ ~ ~ O I O O `S~ ~ ~ ~ ?S~ `9st0 FINISHED PAD ELEVATION ~j Sy ? 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'Q~~lj `l1 ~ 1~ ~ _ `L ti p `L ,~h°~ `ti 8 ~ ~o 'L ~ 6~ s y ~9 O .>s / s~ 'C~',~, X61 ~ ~o~~°' ~ ~ HIGH POINT 9 - - - ~9 FOUNDATION PAD DETAIL ~~O• 6p p s~ _ _ 2~5 ~O O O _ _ __HlGH POINT ~ho~. ~ o• ~p cP ~i1' ~ o. ti h ~s ~ `9~0 ti'~~ ~ , ~ E TRI M 29 0~ ~o ~'1 ~ ti~ ~ 2759 O RETAINING WALL ~ ' I I ' N N 1 e ?~g ~ =J~ ~c~` ti ~ ~ W zo i rn N ~~j~,~ O 2 S Q~~ p~ oQ U ~ !N f ~ !V ~ ~~09 ~S X09 ~S ~ 2759 ,gyp 9~0 0 ~1 HIGH ~9 D ~ ~ W i ~ ~'~`fB ~ ~ END FENCE AND O e ''s~~ ~s ~ / ~ STONE WALL EAST RETAINING WALL GRADING DETAIL ~ ~ ~ ~Z~~. 27 ~ ~ O ~ ~ /i ----2761 ~j ~6! ~ r- O\ ?p `11~~~~ ?~4O '~O ~~01NT ~~~~c~ POGN 6190 Z~ ~c~0 ~ OA ~ .Z ) ~~p SCALE: 1 "=60' > v ~ w ~ `1~ ~o L S ~o ~P ~ ~ / ~ ~ ADJUSTED ELEVATIONS Z ~ ~ a N 0 2761 ~jss h s RIM ?~~o ~?0 ~ s0~'~~S 1,~~0• ~ 2, ~S9 > ~ N f ~ , ~ f ro~~ h 2 h eA 2762.50 •~p sp s ~ 'S `l~ `~9~~5 f 2745 s ~~~sv ~ ; , 2769.70 SLOPE=1 OPE=12:1 MAX J--/ 0`~' ro`L I h 1 ~ ~O X11 S ,2j ~~`L~,~y ~,~~ti X11 LEGEND o SL4PE=12:1 MAX O HIGF`~ ~ i w j a; O j i PROPOSED DROP CURB ? ~V ~,~61~ END GUIDERAIL, BEGAN ~ ch - ~ o ~,ti'`,~ ~ ~~6~,• ~ ~ 2, Ste, ~ 2767. / PROPOSED SPOT 2762,65 HANDRAIL, FENCE, AND ~ ~ ~ = a. ~ ~ ti ' , ~ ~ ~ . STONE WALL. ~ O~ 6' S S' . 6~ s,...... ~ - ~7.6.6~ ~ ~ ~ 6?,,?O Gb . PROPOSED TOP OF CURB ti1`~'y~• BEGIN FENCE ~ O i ~ PROPOSED GUTTER ti~ AND STONE WALL ~ ~ l " A ~ ~ ' PROPOSED SLOPE 3~? ~ ~~6s BEGIN GUIDERAIL ~ ~ w ~ 2?66-------" ~~4j~ 27 ~ 2763 2761 27 3 X762 J276 6 ~ PROPOSED MAJOR CONTOUR ~~t~ ~h w ~ M W ~ '\11```'2767------------- `~---r~,. ~ ~8 _S - T--=~' T e------2760 i ~ - PROPOSED MINOR CONTOUR -~,,Z- T- ~ END FENCE AND Q d' ~ O a ~ EXISTING MAJOR CONTCIUR Q . F~ _ D D lul ~e1~P F~~Teti ~ReniN~ ~ ~CTllA1C . , Q! d+ ~ v'~ ~ Imo; ~ V t \/"~V 11 \ V J 1 V17L 1~r1L1~ '7 r y s ~ I s~' , / ` ~ \ ~s `'m IIIIII 5 III EXISTING MINOR CONTOUR - SCAL SCALE: 1 =20 ~6~~°~ ~~6s~ W ~ O O ~ i pp ~ ~ I \ \ q 1~ ~~il I l 6~\ I i ~ W N PROPOSED RETAINING WALL ~ !`9..'`. wNZ a~Q 0_ ' ~ cp d r` ~J~~ Z= 2? 7 , oU / ~ \ ~ AD ALL PIPE 1-1 /2" DIA. ADJUSTED ELEVATIONS A ~ ~ ~ ~ Q ~ • o w QC ~ O _ _ Z ~ -U ~ s` SCH. 4Q GALVANIZED 12" MIN. O Y Om ~ STEEL PIPE EYOND EN ~G w v~ O t0 m~ n OF RAMP LL ,r --.1 t0 W ~ ~ ~c~ W N /~J~/ ~I' y 6•• MAX. A ~ ~ 9 ~ -a o cS o a f,. N N W } o ~ ~ ~ ~ ~ ~ ~ ~ PROVIDE WELDS AS ~ ~ z : ; - NECESSARY. PAINT WELDS ~ ~ ~ n 0 2 n ~ WITH CQLO-APPLIED o ~ ° ~a , w ~ 2 ~ ~ 34•, -38" GALVANIZES PAINT ~ o ~ d~ a • C~ \ ~ U~ Q o i~ <27" - ~ ~ r v \ ~ J r~ CORE AND PLACE o ~ ~ W ~ ` t EPOXY SEALER. M1NlMUM ~ ~ V , \ \ /2763- 6" IN FROM EDGE. ~ ,,.~'1 Z L~~ r i. ff ISSUED FOR: DATE: BY: D 1 PC Review 10/10/06 CJC ~ ~ ----i, BD of Adjust 10/31 J06 CJC w Q a. d Permit 1t/03/06 CJC ~ a ~ 'e,, f ,CJ a Q ° ° ° a a a ° 4 ° ° a a. Q a a a Permit 12/45/Q6 CJC a a a a d. a Permit 01/11f07 CJC N / / / ~ \ \ / / ~ Permit 02/16/07 CJC ~ U} j ~ 1. V • 1 1 s Permit X4/11/07 CJC Z / ~ ~ ~ : 3 . ~•y ~ \ \ ~ \ ~ ~ ~ j ~ ~ Permit Q4/30/07 CJC Q ~~/~~~%.~~j~//% / ~ /~,.~//~/~~/j ~\'//~~j/ i f/\ ~ Construction Q6/07 /07 CJC ~ U p / ~ f j~- -r-====----~ ti C~ ti ~ r: Q -i CONTRACTOR SHALL BALL CONTACT NC U ~ . Y / Q ~ ~ ONE-CALL CENTER 1-800-632-4949 F j'' ~ ~g~ ALL UTILITIES, AT L z~ PRIOR TO BEGINNING TER ~ CDW-2009-01 E a ~ I ~ FoR LOCATION of HAND RAIL DETAI AT LEAST 72 HOURS N~ HANDRAIL LOCATION AS IND4CATED ON SHEET C-1.0. (WADE TRIM) :TAIL SHEET ~ U ~ ` ~ w ~ o~ O •1 ~NING CONSTRUCTION. 2, q~~ PIPE TO REMAIN GALVANIZED STEEL FINISH. N.T.S. ~-2.1 a c~ i 3. PROVIDE 36" MiNI1~UM CLEAR BETWEEN RAILS. 6 O w ~ 20'X20' PAD F4R ~ANDPIPE SEE SHEET . - - - OO T CO. BY OTHERS ~ ` ~2,, METER PIT DRAINAGE SCHEQULE -G--~.&- ~flFt' DETAILS ~ ~ sA~,~t POST INDICATOR ATOR VALVE ~ PROFILE STRUCTU # NUMBER y t ;UCTURE STRUCTURE ~T,,~gSTING INVERT INdERT LENGTH PIPE PERCENT 1 - ' - - ~ 4 BOLLARDS ~ UMBER NPE ELEVATION EtEVATiON IN ELEVATION OUT ~FE~-~ SIZE/TYPE SLOPE - o" c ~ NU / ~ i --INV y , 0" CLEAN OUT ~ ON CENTER _ ' 1 1 CURB INLET 2761.95 - W=2755.60 - ~ Z" - N UNDERDRAIN 54 LFT 24" STORM ~ 1.50 50' 25' 0' 25' 50' 100' 4 ~-2 1-2 - - - 60 HDPE 0.25 ENV. 2~JU.'~8-._-- . "?`~l~ _ 2 CURB INLET 2761.87 F=2755.45 N=2755.35 - 12" - 6 ~ ..f ~ .4Y ` ~ ~ STORM SEWER PROFILE #5 2 4 ` ~ ` SCALE 1N FEET ~-3 ` - - - . GREASE INTERCEPTOR -3 - - - 181 HDPE 0.25 ~ / 4 i uriu-rY - s ' - _ BIO-BASIN C WITH ~ -I~EF~-TLL RCH /MEP PLANS 3 3 MANHOLE 2763.15 2754.90 2754.80 - 24" - c ~ i ~ j ~ i-- -I - - - - ~~~p~Y 'f EMERGENCY 1 Q ? J EXISTING SEWER MANHOLE X10.2 ¢ . RIM=2748.6 31-16 31-16 - - - 209 HDPf 0.52 i j ~i ~ 6 4VERFLOW'~~N' 49 ~ ~ MOVED ~ INV OUT=2743.0 16 CURB INLET 2760.40 EdcN=2753.71 W=2753.61 - 24" ~ ~ DO ~ ~ ~ STORM SEW R PR ~ ~ S sE HOLE ; ~ ~ C THIS 'PROF i 2 6 . ANTI-SEEP COL i ~ t j ~ DETAIL ON SHE pT ~n ~ ~ PROP. UNDERGROU D O 0 uIOVED ~ ~ INV fN=2743.6 4 16 1~-17 - - - 272 HDPE 0.52 DOM. SERVICE CURB ~~Ft I HYDR CUT ~,;~N~ ~ORp~~ UTILITY - C -IYDRANT ~ SANITARY SEWER ~ - ~ ` t~-t7 j 17 CURB INLET 2758.15 E=2752.58 W=2752.41 - 24" - R PROFILE #4 X14 ~~~R ~ 25 + PROFILE #4 - 5 4 ,t7 20 ~ AD.D.~D s - t t s 'PROFILE USES ~ c~~~ vN ~ V 21 .y - WATER MAIN t -18 - 4U HDPE 0.52 COLLARS, SEE a I ~ _ E J SHEET C-3.3 ~ $ g~ CO ~5~ , 3 G-----_~-----1.~~ 1 D ~ ~ ~ 18 d0 ~ ~~~G . LEPHONE 5 ~ G ~ I 24 0 1 ~ ,18 9PROfILE #2 4 to-1so IE~-_.__-.~E._.~..~,._ ~z ,18 CURB INLET 2757.96 E=2752.25 N=2752.25 - 24" - ~~a~~~ ~ -180 24 HDPE 0.52 ~ ~ ~ / G . - rn 4 180 18o END SECTION - - W =2852.08 24 - 0.52 E ELECTRICAL AND T LEPH _ E Ems- OF $ i' 1` ~ ~ SERVICE ~ 0' ST B TO 29 ~ 3c 3c MANHOLE 2761.46 N=2755.57 S=2755.47 - ~ 2" - ' B TO SOUTH / c-3 - - - 230 HDPE 0.25 i ~ ~ ' ~ ~ / i 0 TELCO & f ELECTRIC EASEMENT i ~ ~OP. TELEPHONE SERVI m i ' ~ , ~ 4"! CON 20.03' WTR. . ~ F ~~G C~ p ' 21.5 EASEMENT ~ E ~ I C 1Q MOVED COACT ~ 3a 9 ~ ~ 28 ~ ° -4 3a STANDPIPE 2760.89 - 2757.00 - 12" -4 - - - 71 HDPE 1.57 SERVICE IN ~ 4 GRATE INLET 2759.40 S=2755.88 SW=2755.78 - 18" - CONDUIT 1 G M 0~~~ /G E ~ a M Q ~c a MOVED GAS S RVICE 1 ~ ' ~ ~ • , `~E ~_3 -3 DOUBLE - - - 170 HDPE 0.52 EXISTING WATER i ~ ~ PROP. GAS SER S SERVICE 7 SEE INSET DETAIL I14 GRATE INLET 2762.00 - NE=2755.10 - ~ 2" - MAIN IS PVC m p.~ ~ / STORM SEWER THIS PAGE ~ ~~~`~C 1 b 1I -3 1 -3 - - - 80 HDPE 0.25 ~ ~ y MP / / ~ u 1 2 7.3 S ~ / i UTILITY - A ~ ~ PROFILE #5a PROP. 1 " CONDUIT FOR FIR ~ , ~ ~ ~ I G ~ STORM SEWER G PROTECTION TAMPER SWITCH, ~O ~ PROFILE #6 PROP. IRE SUPPRESSfON ~ 7 LINE, 95.25' ~00' TE: BACKFLOW PREVENTOR . 14 M 2 5 5 GRATE INLET 2759.40 E=2755.22 N=2755.22 - 24" - I ~ SE~MANHOLE~3 O RIM=2761.1 I ~ ~ ~COCATED INSIDE BUILDING. REFER ~ t ~ -s -6 - - - 122 HDPE 0.20 INV=UNAVAILABLE I TO ARCHITECTURAL/MEP PLANS; 1 6 6 GRATE INLET 2759.40 S=2754.98 N=2754.88 - 24" - U U U m I CURB 3" DOMESTIC WATER • O S i 2 -7 -7 DOUBLE - - - 131 HDPE 0.38 ~ OUTLOTS SHALL 4" DOM. S ` M,aN~o~e~2 ~ ~ HAVE THEIR OWN ~M• SERVI r CUT ~ CE F~• ~ SERVICE AND M 10" PVC ROOF DRAINS, i I~ 7 7 GRATE INLET 2759.40 S=2754.38 N=2754.28 - 30" _ 3 BEHIND CURB, 83.30' Q ' TYPICAL THIS BUILDING Q M V D~ ~t 2 _g -8 - - - 122 HDPE 0.22 w RtM=2762.3 ~ UTtLtTY SERVICES Q ~ iNV=UNAVAILABLE S ~ TELEPHONE, 77.25 . H D $ ~ ELECTRIC 70.33 • 2 8 GRATE INLET 2759.10 S&W=2754.01 N=2753.91 - 30" - ~ - ~ -9 -9 DOUBLE - - - 132 HDPE 0.33 w ~ 10' STUB TO SOUTH ~L MART PRA 2 9 9 GRATE INLET 2758.OQ S=2753.48 N=2753.38 - 30" - ~ a j ~ 0 -9o DOUBLE - - - 102 HDPE 0.37 ~ w EX. SEWER MANHOLE#1 i ~ p~ STORM SEWER PROFILE RIM=2762.1 ~ THIS PROFILE USES SCE 1663-~2 g~ N0~'E: 8" AMES MODEL 3000SS TO 8E C 17 6 - INSTALLEO~ AT BASE OF FIRE RISER. . )2 Waynesvi Ile, NC. ~ ~~I 9a° 9a MANHOLE 2758.67 S=2753.00 EdcW=2?53.00 - 36" - ~ w z INV=UNAVAILABLE ~ 6-SQL-NO ~ ~ 2 " nd Filter - - - - HDPE 0.00 Q ~ ~ ANTI-SEEP COLLARS, SE SANITARY SEWER 90- nd Fi LEV = 2762.00 PROFILE #1 ~ SANITAR' ~p Q ~ DETAtL ON SHEET C-3.~ S SANITARY SEWER 3" WATTS MODEL S~21ES 009, 054 TO FF ELEV = ~ PROFILE ~ 0- nd Fil GREASE INTERCEPTOR ~ a ~9 10 GRATE INLET 2758.30 S=2753.00 N=2753.00 - 36" - Q ~ i BE INSTALLED ON POTABLE WATER LINE " nd Rifer DOUBLE - - - - HDPE 0.00 v z cn ~ o 0 ~ ~ , o~, PROFILE #3 ~ IMMEDIATELY INSIDE BUILDING. 9 MANHOLE 2756.11 E=2753.41 S=2753.41 - 18" - ~ v z . ' ~ PRESSURE VACUUM BREAKERS TO BE ~ STORM SEWER INSTALLED ON IRRIGATION LINES. REFER TO ARCH/MEP PLANS 26 W 5 1 -20 1 -20 - - - 245 HDPE 0.30 ~ ~ - ~ i y y ~ WATER MAIN PROFILE #2~ ~j PROFILE #6a ~ 20 20 MANHOLE 2756.64 N&W=2752.68 S=2752.58 - 24" - w ~ w 3 THfS PROFILE USES -5 IRRIGATION 5 CATCH BASIN O ~ S 2O ANTI-SEEP COLLARS SEA i CLOSET, DETAIL A. ~ -21 -21 - - - 91 HDPE 0.22 ~ O ~ RIM=2761.0 DETAIL ON SHEEP C-3.~- INV=2757.7 ` i t ~ NO UTI NOTE: SITE CONTRACTOR TO CONSTRUCT ALL SITE I I o 21 21 MANHOLE 2757.14 N&E=2752.38 SW=2752.38 - 24" - o o UTILITIES TO 5' FROM THE BUILDING. ~ BUILDING SAN r~~ ~ 5 2~-E d sec d Section - - - 54 - 1.50 ~ ~ ~ C01 .PROP. INV = 2753.00, C0 ~ METER PIT PROP. INV 119.50' . CONTRACTOR TO CONSTRUCT UTILITIES FROM THIS POINT. F LTE 23 23 MANHOLE 2756.61 E=2752.92 N=2752.92 - 2~4" - w w Q I i ~ SERVICE • WATER CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS 5a ~ ~ ~ c~- ~ STORM SEWER FO /ICE ~ ~ 2758.00, 16.00' . FOR EXACT UTILITY ENTRANCE LOCATIONS. 2 -24 -24 - - - 114 HDPE 0.30 W PROFILE 4 OPROP. GAS SERVICE / Q ADDED 2" WAT SERVI E • 24 5a -21 24 MANHOLE 2757.83 SSE&N=2752.58 W=2752.48 - 24" - ~ o ~ w -21 - - - 32 HDPE 0.34 ~ o ~ i TAP ~8" G a ~ C `25 25 CURB INLET 2756.40 - E=2752.60 - 12" - T oho ~ ~ ~D ~ ~ ~ ~ ~A~SR 43.9' ° F.O. 285.50' 25-20 - - - 7 HDPE 0.25 ~ EXISTING TELEPHONE, ATC~-+~r~ ~ U DER ~ i ' 2~ 1 MOVED 15.50' PROP. INV = 2477.80' r~' 16 S ~ 25-20 ELECTRIC. AND GAS RNV-~'0 ~ ~ R~qD ~ ~ i J O ~ ~ HYDRANT ~ t 18d 34 ~ ? s ~ 8d_4s 18d CLEAN OUT 2752.10 - W=2750.28 - 10" - ~ N w ALONG SOUTH SIDE OF , ~ ~ O ~ , HYATT CREEK ROAD. . ~ ~ ~ ~ 1 ~ ~ ~ ; ~d-49 - 2850.28 - 150 HQPE 0.0 1 ~ 6 ~ 49 49 STAND PIPE 2754.00 5E=2750.28 NW=2750.28 - 36" - END WATER MAIN RO~iL~ ~ ~ A O 6 C S O ~ ~ 49-50 49-50 - - - 56 HDPE 0.50 l F ; STAQ223+70.17 K ~ 3c SANITARY SEWER 6 50 50 END SECTION - SE = 2750.00 - - - - i 1 J _ PROFILE # 1 ~j 16a CURB INLET 2760.40 2753.96 2753.86 - 12" - 1 So 0 0 . r A 6a-16 - - - 30 HDPE 0.50 ~ END WATER M ~ y d O s i _ _ /'.O'~ O ~ ~ sb 16b CURB INLET 2758.74 - 2754.01 - ~ 2" - ~ PROFILE #1, S ~ ~ 4" DOM. WATER U G g° 8b-16a - - - 10 HDPE 0.50 120+22. ~ ~'1 SERVICE 14 i 4 STORM SEWER U ~ - UT UT~---._ •"".....r..-~.~ ~ ~ ~ 0' WTR 18b-16a 7 MENT ~ ANHOLE 2759.44 - W=2749.00 - 24" - EXISTING W , STORM SEWER S ~ 280-26 !80-26 Sand Filter - - - 183 2-HQPE 0.00 MAIN IS i t 20.00' PROFILE #1 b ~~UB ~ OPROFILE ~ 1 a Q 2 ~T~'-UT ~T ~ UT '~UB ` O WATER MAI~PROFILE 1 V CH BA51N i SANIl'ARY ~ c~ 3a ~ STORM SEWER ~ ~ - ~~r UT U ~ 26 GRATE INLET 2757.65 - W=2749.00 - 24" - ~ z~ss.o EASEMENT PROFILE #1 THIS PROFILE USES 26-27 Sand Filter - - - 183 2-HDPE 0.00 INV=2762.8 STANDPIPE SEE SHEET C-3.7 ~ ~ ~ ~ 1TT T-ITi' ~ 27 ~ 27 MANHOLE 2756.35 E=2749.00 NW=2745.18 - 36" - FOR DETAILS ~ ~ ~ ANTI-SEEP COLLARS, SEE PROP.C~PHONE SO iCE IN ~ ~ I I I~ I 27-28 WEIR 75 HDPE 4.19 ~5 DETAIL ON SHEET C-3.3 4" ~UIT Q I I I I ~ ~ ~ ~ 27-2s MANHOLE P Af m 610-BASIN A WITH ~ ~ _ _ CURB CUT Q 8 9 I I I IQI to 2s 28 CURB INLET 2754.63 SE=2745.06 SW=2745.06 - 36" - ~ d ~ OUTLOTS SHALL EMERGENCY 1d 28-29 - - - - 31 HDPE 0.19 Z HAVE THEIR OWN YR. OVERFLOW _____o CATCH BASIN UTILITY SERVICES RIM=2766.0 ~ p D III I I I 29 29 END SECTION - E 2745.00 - - - - ~ w ~ INV=2762.8 I 0 c~ ~ L'~ S T O R M S E W E R P R O F I L E ~ 2 Q N p. F I L T R A f~ f I I ~ SANITARY SEWER SCHEDULE o Z ~ m ~ O SEE SHEET C-3.1 FOR TOP OF PIPE "a EXISTING SANITARY D Q UTILITY TRENCH TYPICALS J AND SCHEMATICS. THiS PROFILE USES ANTI-SEEP O ' + ~ ~ ~ I I STRUCTURE PURE STRUCTURE CASTING INVERT INVERT LENGTH PIPE PERCENT o ° 3ER TYPE ELEVATION ELEVATION IN ELEVATION OUT ~FE~~ SIZE/TYPE SLOPE ~ ~ ~ ~ ~ ' CATCH BASIN i CLEAN OUT RIM=2768.5 C 3 3RS, SEE DETAIL ON SHEET ~ I ~ ~ I I ~ ~ I NUMBER o~ . INV=2764.3 , ABANDON EXISTING MANHOLE 2760.67 W = 2750.74 N = 2750.64 - g" - ~ N Ij ~ SANITARY SEWER ° o 0 7 - - - 352' PVC SDR-35 0.71 % o Z ~ o Q o ~ ~ 0 ?I z~ o: c.~~ MANHOLE 2760.82 S = 2748.13 NE = 2748.03 - g" - O L~ ~ ~-8 G -~-~G ~ G G 3 - - - ~ ~ 2' PVC SDR-35 0.71 X ~ / IM= 68.8 ~ ABANDON EXISTING 8 MANHOLE 2760.16 SE ~ 2747.19 W 2747.09 - g" - I V 2765.1 . ` ~ ~ ~ ~ CATCH SIN BUJ:) 8" METER PIT - 8-9 ~ - - - 298' PVC SDR-35 0.71 % MANHOLE 2758.44 E = 2744.97 N 2744.87 - g" - RIM=27 ~ i ~ v/ ~ 9 0~ - - 7g' PVC SDR-35 0.71 % N.C.S. 3 3 -f--~_ 3 3 3 E E E C9 ~ ~ \ 10 MANHOLE 2756.54 SE 2744.33 W = 2744.23 - 8" - ~ ~ O,}. Q~ O 1 Q-DC. MH 10.2 , MH - E 2749.50 Q - gg' PVC SDR-35 0.71 X ~ t , SW=2750.29 ~ ~ O ~ CATCH BA E .________I~ ~ \ RIM=2769. CATCH $ASIN 1 $ASI Ems""-' E ~ ~ ~?vv=2~s~.a RIM=2770.2 2770.2 UTILITY LOADS ~ ~ ~ \ INV=2768.4 I >.~ss.a F\ \ S s C~ 1 r~ F E STORE FfRE PROTECTION POTABLE WATER ~ ~ REQUIREMENTS REQUIREMENTS h N I I ~ FORMER F o THE HOME DEPOT 2250 GPM ~ 50 PSI 75 GPM ~ 40 PSl ~ ~ A-+ ~ ~ r~ F ~ E E E E~3 ~j w ~ WAL-MART SUPERCENTER 1600 GPM ~ 47 PSI 12Q GPM ~ 45 PSI I I 3 3 3 3 3 E~~ -T T T T ~-T T RAIL D w~ ~ c+~ w E-, ~~F sic" ' ~ CONTRALTO ',ACTOR SHALL CONTACT NC MATCH EXISTING ~ SST UTI Y NOT S 3 3 3 E E E E E E E E E E F \ A I C A I ~ A I 1 !`CAITCD ~ BOTTOM OF DITCH ''r LEGEND p,,, ~ ~ ~ z m ~ .r,~~ ~l.+L~V I GfC ~ PROP. GAS 1" CURB STOP & BOX i 1. ALL FlLL MATERIAL IS TO BE tN PLACE, AND COMPACTED BEFORE INSTALLATION ~ CONTRACTQR IS RESPONSIBLE FOR ALL NECESSARY INS ECTi0 OF PROP4SEfl UTILiTtES. CERTIFICATIONS REQUIRED BY CODES AND OR UTILITY S ICE IS E(:TiONS AND/OR ~ ~ ~ 1- 8 00 - 6 3 s ~cE co~t,,~vi~s. ALL UTI LIT I i LL BE COMPLETED 30 O ~ ~ P R f 0 R TO s I-632-4949 FOR LOCATION OF SERVICE FOR WATER SERVICE ' ; ,AT R/W DESCRIPTION EXISTING PROPOSED D ~ ~ ~ ° 2. CONTRACTOR SHALL NOTIFY THE UTILtN AUTHORITIES INSPECTORS 72 HOURS T}{~S AND THE FlNAL CONNECTIONS OF THE SERVICES LL B BEFORE CONNECTING TO ANY EX{STiNG UNE. pAYS PRIOR TO STORE POSSESSION. TILITIES, AT LEAST 72 HOURS ~ ~y' ~ , ~ VAULT BUILDING ' ' ' ' ' L ' ' ' ' ' ' p o a ~ ~ BLOCK ~ xi TO BEGINNING CONSTRUCTION. 1" TYPE K COPPER 4~ ~ , TO CURB AND GUTTER ~ ~ O ~ O ~ 3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D ~ g, CONTRACTOR SHALL COORDINATE WITH ALL UTIU'FY CQMPANIES MPANIES FOR \ .SEINER, STORM) AND CATCH BASIN ~ WATER SERVICE U, ~ s~ PROPERTY LINE - - - - - - W ~ ~ w ~ ~ 3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SOR26 PER ASTM D 3034. INSTALLATION REQUIREMENTS AND SPECtFlCATIONS. J 4. WATER LINfS SHALL BE PER SPECIFlCATION SECTlQN 02510-WATER 1 g, U{[1.i1'IES SHOWN AS EXtST{NG IN PUBLIC R/W (WATER. SEINE ~ DISTRIBU110N ON SHEET C-3.9. Tk1E f2UADWAYS THEMSELVES ARE HOT CONSTRUCTED ASS' OF z = 5. MiNtMUM TRENCH WIDTH SHALL BE 2 FEET. tNFRASTRUCFURE IS PROPOSED TO HE BUILT AS SHOWN (BY o v 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS MqY NOT ALL BE COMPLETED AT TIME OF WAL-MART'S CONST Q CALLED OUT IN SPECIFlCATIONS. 20. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS 'OPTtO ~ U, 7. AlL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN pRAWINGS FOR REVIEW/APPROVAI. OUTLQTS SHALL 63 ~ ~i H H ~4 ~ ~ Q~z 4S~' OF THIS DATE. THIS RIM=2772.0 HAVE THElR OWN ~ UTfUTY SERVICES PROP. 2 CQNDUIT FOR ~ ~ PROPERTY EASEMENT t W O x E-+ VN (BY OTHERS} BUT NOTE: CONTRACTOR SHALL USE AND INV=2770.5 MANWOLE S ~ 3S~ ~ GAS MAIN ~ G A ~ ~ w ~ > CONSTRUCTION. INSTALL VITON FLOUREL (FKM) GASKETS RIM=2772.4 ~ ~F~SMF o~rrav, sve~r sHO~ ON ALL PIPE CONSTRUCTED BELOW THE ENV-~ \ 9S,~F FUTURE FORCE MAIN / S OVERHEAD ELECTRIC E E 0 ~ ~ ,..'tea ~ \ N ~ti ,=J.~' CROSSING 24" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE 21. STORM PIPE SHALL BE PER SPEClFlCATION SECTION 02634-S ? v EDGE OF PIPE). ON SHEET C-3.9. ~ \ c 2634-STORM DRAINAGE GROUND WATER TABLE. \ ND IXiSTING PIPES TO ~ P r (T~~'~ 1 " CORP VALVE & PROP. TELCO Z UNDERGROUND ELECTRIC ~E -UE O ~ o m 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL 22• a~S11bG STRUCTiJRES TO BE REPAIRED AS NEEDED AND IXi o WATERLINES. BE CLEANE[} OUf TO REMOVE ALL SILY AND DEBRIS. ~F SERVECE INSE ~ TAP FOR WATER ~ \ ~~~Y,y SERVICE TO INSET DETAIL UNDERGROUND TELEPHONE -^-ur UT ~ ~ ~ ~ N.T.S. STORM SEWER ~t ~ <C 00 g 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES. SANITARY LINES, 23. IF ANY DCtSTING STRUCTURES TO REMAIN ARE DAMAGEQ DUR ° ~ STORM LINES MtD GAS LINES (EXISTING AND PROPOSED), THE SANITi4RY LINE ~T SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR 11' ~ SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON ~E IXISTING STRUCTURE AS NECESSARY TO RETURN IT TO `y' BOTH SIDES OF CROSSING. THE WATERLINE SHALL HAVE MECHANICAL JOINTS G~NDfTIONS OR BETTER. :Q DURING CONSTRUCTION ~ 1"°~' ' u~ ~ EPAIR AND/OR REPLACE ~ ~ \Lj~~ EXISTING P~~,P IT TO D(ISTtNG CATCH BASIN ~O Q A N ~ ~ y w STORM MANHOLE 5T ~ ~ WITFf APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MtNfMUM 24. ALL STORM PIPE ENTERfN6 STRUCTURES SHALL BE GROUTED tOUTED TO ASSURE O ANTI-SEEP COLLAR, SEE DETAIL SHEET C-3.3. ~ `"~~~c ~ P p,~'ac_a G' ~ ~ 62 SQ~P~~ e ~ IRRIG CLOSET ~~ET SANITARY SEWER - - - - - - ~ r ~ OF 24" CLEARANCE. MEETING REQItIREMENTS OF ANSf A21.10 OR ANSI 21.11 25. ALL ST RMNSEWERRMANHOLES It3APAVEO AREAS SHALL ~E Fl ~ (AWWA C-151) (CLASS 50). PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING dE COVER ~ 10. LINES UNDERGROUND SHALL BE lNSTALLfD, INSPECTED AND APPROVED BEFORE tJNpAVED I4REAS SHALL BE 6" ABOVE FlN15H GRADE. LIDS SFi BACKFlLLING. "STORM SEWER". . ~E FIUSH W{TH ~ "~eq ~9 v P COVERS. MANHOLES IN OH 3" DOMESTIC WATERLINE ENTRY WITH METER PER WAYNESVILLE PUBLIC WDRKS REQUIREMENTS. CONTRACTOR SW4tL BE RESPONSIBLE FOR INSTAWNG ANY LIDS SHALL BE IABELEO APPURTENANCES ON THE DOMESTIC LINE SUCH AS GATE VALVES. ETC., WHICH MAY c ~ SANITARY MANHOLE O ~s ~ Z ~ Q ~ BE REQUIRED. CONTRACTOR TO COORDINATE WCfH CITY OF WAYNESViLLE PUBLIC V- ~ 0-4625 '.10 ~ p 0 11. TOPS OF EXISTING MANHOLES SHALL BE RAtSEO AS NECESSARY TO Bf FLUSH 26. ALL STORM STRUCTURES SHALL HAVE A SA~IOOTH UNIFOtQM PO ~ WITH PROPOSED PAVEMENT ELE1/Al10NS. ANO TO @E ONE FOOT ABOVE INVERT FROM INVERT W TO INVERT OUT. 'OtQM POURED MORTAR WORKS DEPARTMENT. O SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY ' SANITARY CLEANOUT ~ ~ ~ CO ~ ~ ~ ~ -IW- ---~0-46.75 20.. o FINISHED GROUND ELE1/ATIONS WRFi WATER TIGHT LIDS. 60 C~ ~O PLO ~w ~ 0-4.25 ~ s GUY ANCHOR °cn °GA ~ ~ O M a 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY i COMPRESSION STRENGTH AT 3000 P.S.1. APPURTENANCES OM 1'HE SPRINKLER LINE SUCH AS, BUT NOT LIMITED ?O. CHECK VALVE, GATE VALVES. ETC., MEEfiNG WATER COMPANY SPECiFlCAl10NS. NI o ~3. EXISTING UTILITIES SHALL 8E VERIFlED IN FlELD PRIOR TO INSTALLATfOM OF UTILITY LEGEND GUY POLE ~cN o ~ ~ v ANY NEW LINES. Oj PROPOSED FlRE HYRRANT AND ASSEMBLY, lYPICAI AS INDICATED. S P WATER MAIN ~ ~ ~ z ' 14. REFER TO INTERIQR PLUMBING ORAWtN6S FOR TIE-IN OF ALL UTILITIES. i 15. CONTRACTOR 1S RESPONSIBLE FOR COMPLYMG TO THE SPECIFlCATIONS Of THE O 6~~ ~R~Y SEWER LATERAL AT MINIMlJM 1.096 SLOPE. ' OK REMOTE GARDEN CENT£R UTILITIES PIPE BOLLARD. SEE I}ETAIL SHEET. 3 S P~'e M ~ LOCAL AUfNURITIES (ANY CIiY) WITH REGARDS TO MATERIALS AND INSTALLATION FlRE HYDRANT ~ ~ ?SSUED FOR: DATE: BY. O PC Review 10/10/06 CJC ~ ca Of THE WATER AND SEWER LINES. ~ GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE FOR LE FOR INSTALLING PIPE O ALL PItLL BOXES LOCATED EN PAVED AREAS StiBJECT TO TRUCK TRAFFIC SHALL BE ~ ONE 2" CONDUIT SHALL B~ GARCON TYPE ~30RDINATE WITH GAS COMPANY "H-20" LOAD RA7E0. THE TYPICAL PULL BOX SIZE WILL BE 18" X 24" ~4". OR SCHED!!LE 40 P1~C. INSTALL GALVANIZE DEEPER BOXES MAY BE REQU{RED WHEN THE CONDUR ALIGNMENT IS AFFECTED BY PROP'YLPOLYETHYtENE ROPE Wt1N A MINIMU ~AS COMPANY REGARQING THE OTHER UT1LlTIES. THE PULL BOX SH~4k.L BE lNSTAIIED PER THE MANUFACTURER'S MtNtMUM BURIAL DEPTH SHALL 8E 24". EN SPECIFlCATtON WffH A CONCRETE COLLAR ANA A MINIMUM QF 8" OF GRAVEL TAPE WITH INTEGRAL "BURIED CABLE " W0 COMPACTED PER PROJECT SP£CiFlCATIONS. IF USING A BULL BOX Td CHANGE CAMERA CQNDUIT SHALL BE SEPARATE FRO DIRECTIQN THE MINIMUM BOX SIZE SHALL BE 48"X48" X 24" PRE-CAST A QMDER PLACED IN THE LIGHT POLE BAS CONCRETE WITH SEPARATE MANHOLE UD AND COLLAR. All CHANGES 1N DIRECTION OF THE CONDO V TYPE "DB" DIRECT BURIAL TELEPHONE DUCT ~P~ ~ ~i VANIZED PULL WIRE aR PURPLE ° WATER VALVE ~ e~ of Adjust 10/31/6 CJC w ,,0 16. THE CONTRACTOR IS SPECIFlCALLY CAUTIONED THAT THE LOCATION AND/OR ~LLARD PROTECTION AT METER. CONTRAG"FOR SHALL COORDItJ m vi ELEVATION OF EXISTING UTIt.JT'tES AS SHOWN ON THESE PLANS iS BASED ON FOR TYNVG OF lNDMDUAL METER. MINIMUM PUWNG TENSIQN OF 100 POUNDS. THE \ g Permit 11/03/06 CJC J POWER POLE 4 Permit i 2/o5/os c~c ~ s a RECORDS OF THE VARIOUS UTILITY CAMPANlES, AND WHERE PASSIBLE, O CONTRACTOR tS RESPONSIBLE FOR COORDINATION WITH ~AS C ~ i MEASUREMENTS TAKEN IN THE FlELD. THE INFORMATK?N 1S MOT TO BE RELIED INSTALLATION OF GAS SERVICE LINE Z4". fNSTALt AN ORANGE DETECTABLE HAZARD Permit 01/11/07 CJC N E "WORDING 12" ABOVE CONDUFT. THE 2" LP ~ ATE FROM 'fHE 480 VAC LIGHT FlXTURE POWER BY ELECTRIC OUTLET ~ Permit o2/ ~ s jo7 CSC W DETAIL A - Permit 04/1 1 /07 CJC z a ON AS BEJNG EXACT OR COMPLETE. TFtE CONTRACTOR MUST CALL THE m APPROPRWTE UTILITY COMPANIES AT !EAST 72 HOURS BEFORE ANY EXCAVATION OD PVC CONDUIT FOR TAMPER SW~fCH. SW f )LE BASE JUNCTION BOXES. ~ 'DETAI \ ~ IRRIGAl'ION CONDUIT SHALL UTilIZE STANDARD SWEEPS WITH CONSTRUCT SANITARY A' ELECTRIC MANHOLE~IMETER m ~ Permit 04/30/07 CSC ~ PION UTILITY ENTRY Construction 06fot/o7 C,1C ~ TO REQUEST EXACT FlELD LOCATION OF tJTtUT1ES. R SFIALL BE THE SIGN °s ~S o RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTfUT1ES ~ PROPOSED LOCATION OF TRANSFORMER PAD. COPI'fRACi'OR T c•~ WH~Cti CONFLICT WITFt THE PRQPOSED IMPROVEMENTS SHAWN ON THE PLANS. LOCATION AND SIZE WITH POWER COMPANY PRIOR TO fMSTALL w ~ SHALL BE RESPONSIBLE FOR I(VSTALLATIQN OF CONCRETE PAD. ,.TOR TO VERIFY EXACT O ONE 4" CONDUIT SHALL BE GARCON TYPE "DB" DIRECT BURfAL TELEPHONE DUCT A MINIAAUM BENDING RADIUS LISTED IN THE fMSTALLATION. CONTRACTOR OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE 4R PURPLE BENDS W}LL BE ,4~LOWED BETWEEN PULLIN TE PAD. CONDUIT AND PIPE PROP1'I..POLYETHYLENE ROPE WRM A M1N1Ml1M PULLfNG TENSION OF 100 POUNDS. COMBINED IN SEVERAL BENDS. PULL BO :QNTRAGfOR SHALL COORDINATE ~{E MtNiMUM BURIAL DEPTH SFWLL BE 24". INSTALL AN ORANGE DETECTABLE UNLESS THE COMBINED TOTAL OF BENDS R ~t4N OF TRANSFQRMER AND HAZARD TAPE WITH INTEGRAL "BURIED CABLE" WORDING, 12" A60VE CONDUIT. IN THE NEC. NO MORE THAN (2) 90-BEGREE MANHOLE OVER EXISTING `r S n ~ ~ 10 2~~ lRRIGA PULLING PQ1NT5, OR A TOTAL OF 180 DEGREES LINE. CONNECT 2~~ FORCE f IRRIGATION WATER ENTRY ppST/BOLLAF~d 'p J~~ N~ ULL BOXES SHALL BE LOCATED EVERY 400 FEET ~ ° „ caw-2oo~-a~ E a Q ~ BQLLARDS AS REQUIRED BY THE ELECTRIC COMPANY. CQNTRA z x SAID WORK WITH THE ELECTRIC COMPANY. FINAL LOCATION OF i~~s ~EQU~~ aoamor~ eox~s. MAIN & SERVICE AT SAME F j 20 1 WATER NATER TO YARD HYDRANT LIGHT POST ~ ~ SHEET ~ o BOLLARD CANNOT CONFLICT WffH TRUCK ACCESS TO DOCK D0 UNDERGROUND TELEPHOPtE FROM POLE TO BWLDING TQ BE E Q F COkIPANY. CONDUIT BY CONTRACTOR/WiRE BY UTIL CO. SOCK DOOR. INVERT ELEVATION. f1/1~tC^TI'~11/~T \ 18 RRIGi4TI0N IW FROM STORE TO LAWN ~ Q BE EXTENDED BY TELEPHONE ~i4TI0N TELEPHONE PEDESTAL TP C ~ O (3) 1-1 / $ fRRIGATlON 1-1 /4" CONDUITS FOR • o ~i o- ca ~ATlON CONTROL ENTRY HANDICAP PARKING ~ D ANS EXISTING SEWER MANHOL SAND FILTER B SCHEMATIC RIM INV OUT INV IN N.T.S. ~ ~ ~ ~ _ _ SANITARY SEWER MANHOLE #10.2 RIM=2748.6 EXISTING SEWER MANHOLE X10 INV OUT=2743.0 R1M=274&.9 PROP. UNDERGROUND INV IN=2743.6 ~r,v ~N ts~•>=2~42.z ELECTRIC SERVICE DRAINAGE SCHEDULE INV IN (92")=2740.2 2 ZCENT ~ PROFILE 4 ~ INV OUT (18")=2740.0 i PROFILE ~ STRUCTURE STRUCTURE CASTING INVERT INVERT LENGTH PIPE PERCENT NUMBER NPE ELEVATION ELEVATION IN ELEVATION OUT f FEEL-) SIZE/TYPE SLOPE ~ ~ ADDEt? _OPE ~ S EXISTING SEWER MANHOLE #10.1 155 LFT 18~~ PVC STORM SEWER PROFILE 8a RIFA=2746.7 STORM SEWER O 30 LFT 12" PVC STORM S ` ~ JNV=2742.4 Q.rjQ~ t 1 WEIR 2762.50 S8cW=2748.Q0 NE~2748.00 - 36" - - - _ _ ~8.. SEWER 0.25% 50~ 50' 25' 0' 25' S0' 100' STORM SEWER ' 1 3 11-12 MANHOLE - - - 44 HQPE 0.20 SEER PROFILE X11 j 12 MANHOLE 2762.70 SW=2747.91 N=2747.91 - 36" - '~20 i~ 2 8 SEE Q ETA I L ~ _ ~ 20.00' SA' - - sd _ _ 18" RY SCALE IN FEET ~ , ~ 'I 3 12-13 - - - 402 HDPE d.20 29 ~ y.2o ~ ON C-3.6 , - _.~ASEMENT - . _ SANITq POST INDICATOR ~ _ VALVE STORM SEWER - - - S ~ i 3 13 END SECTION - S = 2747.11 - - - - ~ ELBOW 19 ~ PROFfLE ~8 ~----{s~------------------- ------Q~ 30 MANHOLE 2760.04 - N 2753.90 - 18" - 8 - ~ 28 28 Y WATER MAlN ~ 30-31 - - - 155 HDPE 0.50 x.50 / :1 E-~Z- 2 BOLLARDS A 31 MANHOLE 236Q.20 S = 2753.23 N 2753.13 - 24" ~j I 'f~l'~@F~A'QIZ""'-""' "'''r- 2 BOLLARDS AT----~____--- 8 31-32 - W = 2753.13 - 390 HDPE 0.48 t I r t.48 ~ _ R i C H LAND C REEK 8 32 END SECTION - S 2751.26 - - - - _ i i 27 {SEE DETAIL ON I 27 ~ 33 G_' SUE E 33 CURB INLET 2759.60 - E = 2753.31 - 12" - 8a - ` ~ iSHEET C-3.6 ; ~ G STANDPIPE SEE SHEET _ ~ , 33-31 - - - 30 HDPE 0.25 ' ~ to ?.zs , ~ C--3.6 FOR DETAILS 34 GRATE INLET 2757.83 - NE = 2754.20 - ~ 5" - _ ~o ~o ~o i ~O ~ ~ _ M C 30 . ~ ~ E. ~ ~ c~ ~ ~ 31 1 ~a----__. ~ ,4,g 9 34-35 DOUBLE - - - 137 HDPE 0.35 1.35 j~ t~ I~ 9 ~ • ; E3 .l iT • % 35 MANHOLE 2759.58 SW = 2753.72 NE 2753.62 - 15" - v, ~~~'7 j , , ~ 47 9 35-3fi - - - 137 HDPE Q.40 ' it ?.ao i W ~ w i W ' B ~ iw ~ 10" PVC ROOF 2 ATER METER BOXES Q 390 LFT 24" PVC DRAINS, TYPICAL P P. 2 D M ST STORM SEWER ~ 36 GRATE INLET' 2758.20 SWdcE = 2753.07 N = 2752.97 - 24" - 9 I~ to , _ 32 • 36-41 DOUBLE - - - 195 HDPE 0.40 1.40 ~ N IN j N THIS BUILDING WATER SERVICE & 0.48 SEPERATE IRRIGATION LfNE ~ ~ 41 GRATE INLET 2758.10 SdcE 2752.19 N = 2752.19 - 30" - _ ~ ~ i TEE ~ PROP. 8" FIRE NOTE: 8" AMES MODEL 3000SS TO BE 9 41-54 - - - 104 HDPE 0.20 1.20 ~ ~ I PROP. INV = 2753.31 SUPPRESSION LINE INSTALLED AT BASE OF FlRE RISER. 3" WATT PROP. FDC MODEL SERIES Q09, M2QT TO 8E INSTALLED O 93 LFf 6" PVC POTABLE WATER LINE IMMEDIATELY INSIDE O ~ WATTS i i 54 MANHOLE 2760.00 S,W&NE = 2751.99 NE = 2751.98 - 30" - - , , , ~ fl LED ON ~ / ~ / 9 54-44 - - - 222 HDPE 0.30 1.30 j i ~1~ ^ ~ ~ ' W ~ r SDR-35 ~ 0.50 BUILDING. PRESSURE VACUUM BREAKERS TO 3 TO ~ m a 46 c~ c~ c~ m 44 CURB INLET 2759.50 SE = 2751.32 2751.32 - 3p" - 9 BE INSTALLED ON IRRIGATION LINES. SANITARY SEWER 3 BOLLA PROFILE #2 PROP. INV = 2752.85 H O M E D E P O T H 92 LFf 6" Pvc 102k 4CORNER LEFT ENTRY i ~ 1~ 44-39 - - - 43 HDPE .35 .35 j i ' O BOLLARDS AT ~ ~ 9 39 END SECTION - S 2751.17 - - - - HYDRANT , m ~ 43 CURB INLET 2757.80 NW = 2754.83 - - ~ 2" a - i , 26 i SEE DETAlL ON Zs ~ i ~ , I ~ 10 43-42 - - - 127 HDPE 1.5Q SDR-35 ~ 0.50 10.00' ~ELECT ~ SIDEDOCK 28KGC F~?SEMENT ELECTRICAL ~ ~ 42 GRATE INLET 2757.65 SE 2752.93 SW = 2752.93 - t 5" - •5° ~ i i SHEET C-3.6 11~ ~ EMENT ~ ~ ~ ~m , ~ ~ STORM SEWER cn ~ 10 NOTE: SITE CONTRACTOR TO STORM PROFILE #9 CONSTRUCT ALL SITE FF ELEV = 2760.50 9 ~ • ~ J~ PROFILE #10c ~ 42-54 - - - 110 HDPE 0.85 •.s5 ~ ~ ~ ~ ~ ~ o 38 GRATE INLET 2758.00 SE=2752.51 W = 2752.Si - f5" - t0a t j~~ UTtLIT1ES TO 5' FROM THE i ~ J ~ o 38-41 - - 128 HDPE 0.25 ~.2~ ~ ~ ~ ~ ~ ~ SAN BUILDING. BUILDING CONTRACTOR TO CONSTRUCT SANITARY SEWER ?EWER ice' 39~ , ~ ~ ~ 37 GRATE INL.Ef' 2758.80 - W = 2753.44 - ~ 5" - - ~ ~ ~ a F LTE ~~l UTILITIES FROM THIS POINT. PROFILE #2 i Z i ~ ~ o cn ~ 10b 37-36 - - - 147 HDPE 0.25 i.25 j ~ i N j ~ .o Z~ 45 CURB INLET 2759.20 N=2755.05 - ~2" - ~ N i N A PROP. INV = 2752.39 PROP. INV = 2753.85 BEGIN WATER MAI 43 LF? 6" PVC PROP. TELEPHONE PROFILE ~2, STA .R MAIN , ~ ~ / w ~ z tOc STA ~ / EXTENDED WEf DETENTION ~ ~ 45-46 - - - 20 HQPE 0.25 x.25 ~ ~ ~ ¦ SDR-35 ~ 0.50% SERV4CE 200+04 ~ ~ ~ BASIN BOTTOM 2749.00 ~ ~ > 47 STAND PIPE 2754.OQ - N 2746.00 - 42" - 11 - ( ~ ~ ~ I I PR DR SL ~ S 15 ~ PROP. 6' ROOF i w ~ w 47-48 - - - 66 HDPE 0.30 x.30 ~ I I ELBOW ' 16 S DRAIN 1 MiN. ~~v ~ / ~ o ~ 60 MANHOLE 2772.39 - NW = 2767.68 - 15" - SLOPE ~ ~ ? ~ ~ ~ / ooQ 12 60-61 - - - 89 HDPE 0.20 x.20 ~ I _ 34 t I ~ i ~ 61 CURB INLET 2771.86 Sf&Nf = 2767.37 NW 2767.27 - ~ 5" - ` PLACE 4 PROTECTIVE 1 E / ~ ~ ~ ~ 12 RISER PIPE WITH UPTURNED n O BOLLARDS ' i ' F / / I . E ~ 61-63 210 HDPE 1.25 •25 ELBOW AND CAP. S `J O ~ ~ ~ / ~ E~ ~~r~ 62 Cl/R6 INLET 2771.95 - SW = 2767.44 - 12" SANITARY SEWER 12 82-61 - - - 37 HDPE 0.20 26a SEE DETAIL ON PROFILE ~2 ~ ~ S 13 ` 63 CURB INLET 2768.17 SE 2764.65 N = 2764.55 - 18" - _ SHEET C - 3.6 ~ -----T=f==ur ur- .25 Q ~7 oo ~ 12 r~-ur"""' ~ 63-64 - - - 51 HDPE 1.25 3 Q 64 CURB INLET 2766.93 S = 2763.91 NW 2763.81 - ~ g" - 12 0' WTR M N ~ W 64-65 - - - 79 HDPE 0.50 x.50 M ENT ~ V 12 65 END SECTION - SW = 2763.42 - - - - - 18"X36" METER BOX ~ 24" DEEP STORM 36 ~ ~ i A ROFILE #9 O ' WATER MAIN ~ ~ ~,Q ~ ~ ~ ~ 54 m SANITARY SEWER SCHEDULE 2" 1.5" REDUCER r~~ o o O ~ ~ PROFILE #1 ~ O .20.00' WTR ~ 1.5" VALVE ~7-. r.__ _ _ n~rr-nrrmrr I ~ • EASEMENT STRUCTURE STRUCTURE CASTING INVERT INVERT LENGTH PIPE PERCENT ~ ~ t ~ t ~ ~ O IIII Illlllllln 1 ~ ~ • NUMBER NPR ELEVATION ELEVATION IN ELEVATION OUT ~FE~~ SIZE/TYPE SLOPE t ~ t t ~ 1 IIII lllllllll ~ I ~ ~ ~ , f ~ ; • - - - ~ ~ ~ zo 0 ZO 0' VYTR 10 MANHOLE 2756.54 S = 2744.33 W 2744.23 - 8" - ~ . ~ 9 ~ 9a 10 I I I I I` ~?s M sa III ~ i t ~ ~ , :AS MENT / WATER MAIN / PROFILE #2 10-EX. MH - E 2749.50 - 88' PVC SDR-35 0.7196 10.2 1.5"->2" EXPANDER ; ; i O D III II flIN~r 0 1 ~ F ~ ~IIIII~~~ STORM SEWER O ~ 42 ~ / 42 / / ~ 20~ 16 MANHOLE 2758.00 N = 2751.08 W 2750.98 - 8" - I I I I I I I I I I I I I ~ ~ ~ O PROFILE #10a I 0 ~ / ; 16-10 - - - 296' PVC SDR-35 0.50 ~ FIL R A % ~ PAVEMENT i 15 MANHOLE 2760.00 N 2752.17 S 2752.07 - g" - HOME DEPOT 15 8" wATE~~MA~~- - ' ~ METER BOX DETAIL ~ A I~~I ~I~~~~III STORM SEWER ~ ' , i~~ / ~ F-- ~ z ~ ~ z 15-16 - - - 1 gg' PVC SDR-35 0.50 M 13 MANHOLE 2758.81 W = 2753.59 S 2753.49 - g" - ~~~~~~~~~~II ~ PROFILE #10b ~ N.T.S. ~ d I I I I I I I ~ I I ~ 0 ~ , r 1 I III 1 I 37 ~ ~ ~ / ~ MIN. 24" ~ ~ 3' MIN ~ ~ a 2" TAP & SERVICE ~1 (2 EA) ~i~cZ' ~ + V MIN. ~ , 13-15 - - - 264' PVC SDR-35 0.509 L W~ ~ ~ 3 ADDITIONAL O ~ BOLLARDS 38 ~ ~~o r STORM SEWER w a j z zf ~ ~ O i~~ / PROFILE #10 - N 3• o j ~ IN ISSUED ~ f BOXES W/METER ~ , / ~Q O ~ ~ ~ = o ~ ~ WINOQW & u ~ w i 43 O ~ , J O z o w W z oQ WI W ~ ~ CHECKER STEEL C~ D WATER MAIN 24..~ ~ 24" ~ o t o ~ ~ TOP. 1 ~ o ~ ~ ~ ~ ~ • ~ ~3 13 PROFILE ~1 MIN. °z ~ g 1 1 / 1 ~ ~b z T M P F 3 ~ ~ o~ ~Z~~ t I ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ PROP. RIP-RAP Q x W ~ 1 --1 ~ CHANNEL FOR UTILITY CROSS-SECTION 5 oZ a~~~ l E Er-t-~~~ ~ ~ i OVERFLOW NP. ~ z ~ ~ a ~ N LL UE E E---~~ ~ ~ 1 l~ \ ~1~ ' F\ NO SCALE BEGIN WATER MAIN -~"'~'j'~,"'~~~ HOME DEPOT PLACE 68 LFT 18" PIPE ATTACH NEW 8" VALVE TO EXISTING ~ PROFILE #1. STA ---c ~ METER BOX S" VALVE TAPPED TO 20" WATER ~ 100+00 AIN. LOCATION NOT IDENTIFIED. ~ MURPHY BRANCH DIVISION OF W , ,~'•.~,~F c~ - - PLAN VIEW MATCH EXISTING BOTTOM ~ SOUTHERN BRANCH RAILW,4Y ~ ~ \ t ~ ~ OF DITCH ~ - T p T T ------,1 T - - T .T ~p 3 T T - T T - T ~ - T T T T T T T ~ ~ I i f ~ ~ MATCH EXISTING ~ ~ BOTTOM OF DITCH ~TING 65 ~ ~W' ~ i ~ ~1TCH i ' f ~ ~ PROP. GAS 1" CURB STOP & B ~ SERVICE FOR WATER SERVi 1" NPE K COPPER '&BOX 20' ~ °r~ PAVEMENT i ~ ~ SERVICE CURB CUT ; 64 ~ I F- ~ UTfLITY INTERSECTION UTILITY INTERSECTION UTILITY _ITY lNTERSECT~ON WATER SERVICE .r ~ w ~ z~ w ~ `2 ~8~~ Q ~ ~ w A ~i SCHEMATIC A SCHEMATIC ~B SCH NO SCALE NO SCALE N 20' 20' MIN. M N. ~ ~ 3' MtN 3' MIN Q Z ~ w ~ SCHEMATIC ~C SHALL ~ s NO SCALE iR owN 63 , I W w O ~ CAP 2" FM ~ ~ W ~ RVICES PROP. 2" CONDUIT FOR FUTURE FORCE MAIN F W 3~ Q ~ ~i M W N 1" CORP VALVE & SERVICEELCO rHVtnntiv i i rHVtnntN i i TAP FOR WAi'ER ,F SERVICE TO ~j'"'`o ~°o~ z z Z Z ~~~F) EXISTING ~ G P~~P ZAP C ~ ' / ~I - ~ ~ x ~ Q ~ ~ w~~ w al w ~ aj 1s" ~ ~ w O[~ w ~9 ~ / ~ i ~ ~a 3' M1N ~ 3 MIN ~ ~ ~ 3' MIN U Z MIN. t.li. t~ii t~i1 ~j0 Adz a~~ a W~ W~ ~,C~ ~ ~ 61 ``62 i SQNP~-~ 0 P O P p ~ 1 , 0e P~ ! I o UTILITY CROSS-SECTION ~7 ~ ~ ~ x ~ o~ Q 3~ 3, NO SCALE AO ~ w c ~ ~ i ~i 1 i'i 1 z -~o - , O ~p ~ ~ Y ~ ~ ~ ~ O CD O 60 C~ ~ ~ N ~ PAVEMENT i ~Y..~ r--1 ~ ~ m 24 24" MIN o ¢ MIN. w~ ~ Q P 1 A ~ z ! W ~N NOTE: STRUCTURE 60 AND STORM FROM #60 TO O \ SQ~P~' PAVEMENT i 18" ~ 24" ~ ~ w O #61 BY OTHERS. ~ P / / ~ U MIN. ~ ~ 3' MIN 3' MIN ~ ~ Z UTILITY CROSS-SECTION # 1 UTILITY CROSS-SECTION ~2 #60 IS #20 ON MATTERN AND CRAIG PLANS ~ NO SCALE NO SCALE #61 {S X21 ON MATTERN AND CRAIG PLANS UZ 0 w 1d' ~ MIN. it ~ e}~ ~ ~ ~ ~ ~ ~ ~ a~ O ~ ~ GRASS ~ o ~ p ~ ~~y ~J ~ O W Q 20' ~ o' Q ~ ~ H i 3 PAVEMENT i ~ ~ ~ ~ ~ GRASS 2 ~ ~ CONSTRUCT Sr4NITARY ~ Z ~ Z LJ U W U i ! M N. M N. Opp ~ aC V Z j MANHOLE OVER EXISTING S` ~ ~s~~ j Z¢,~ ~ LINE. CONNECT 2" FORCE r~FF p ~ ~i~ ~ ~ '8" ~ ~ i ~ Q ~ ,Z ~ ~ z t ,Z,., ~ W OZ 18" ' w MIN. ~ w ~ ~ ~ 24~~ ~ 3 W ~ ~ MIN M N~. W ~ 3' MIN 3' MIN w MIN. MAN ~ MAIN & SERVICE AT SAME MtN. MIN. ~ MIN. ISSU DATE: BY: d ~ j INVERT ELEVATION. UTILITY CROSS-SECTION .j~9 Bo ofvAdjust 10~31~106 CJC W ,,o ~ ~ I ~ ~ CONSTRUCT FLOW CHANNEL o r ~ FOR FM INSTALL 11-1 4° O W ~ ~ ~ ~ r TURN DOWN ELBOW ON END JW JW Permit 11/03/06 CJC J NO SCALE Permit 12/05/06 CJC ~ t ~ ~ ~ Q a \ F- Q m 1- p m I- p m 'I ~j Permit X1/11/07 CJC N ~a ~ ~ j ,t 1 ~ v m w ~ OF FM IN MANHOLE. ~ / ~ F~ M~ M~~ UTILITY CROSS-SEC E-~~.~ F~ NO SCALE Permit 02/16/07 CJC ~ ECTI O N ~ 8 Permit 04/1 1 /07 CJC Z \i E Permit Q4/30/07 CJC Q MtN. 24~~ ~ i SEE SHEET C-3.0 FOR NOTES AND Construction os/oi/o~ c~c ~ ~o CONTRACTOR SHALL CONTACT NC 24 MIN. ~`~-E p UTILfTY CROSS-SECTION ~6 ~ LEGEND ,cos Na ONE-CALL CENTER @ 24 CDW-2009--01 E a Qo a -800-632-4949 FOR LOCATION OF M~~' UTILITY CROSS-SECTION ~4 NO SCALE i 0 ~o ALL UTILITIES, AT LEAST 72 HOURS NO SCALE ~ SHEEf c~ E v~~ PRiOR TO BEGINNING CONSTRUCTION. UTI 1TY CROSS-SECTION 3 C-3.1 NO SCALE a c~ o i Y n b l r I / "may- l~~l r' ~ i i .l~ \ I I i `I i I 1 r~~ 1^. ~ 1 1'. 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