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HomeMy WebLinkAbout20040092 Ver 1_Site Plan_20041229h 0 0 O c 7 s 0 0 2 CLs v� 'w O0 E0 i 0 VN N� V A C K Oe a [l tl PO!$10. 10400.00 Af -350 'q• � ery ...M �' < �e tt NJF 1� hhn mp ` /F``Y 1LPWE a tlpOrtER Worurd 5 al s I � DITCH WPSRM Y- STA.10 +50 TO 1 .' GRAD -J50 EST. STA. 15 +00 RT \� EST. 155 S.Y. FABRIC WF EST. DDE 76 C.Y. 3' J R Loma `�+ SEE DETAIL 8D ° \ C Pr/ P 'F \ ; BOULDER C VANE 00 \\ tp \ L 1 SEE DETAIL 198 \ \ mom ON DWG NO.20 PREFORMED 1 2 SCOUR HOLE SEE DETAIL BF - \ DETAIL 8f PREFORMED SCOUR IIOLSE�A� BUFFER LBAIT NO RP RAP IN CRARHEL k NMYF VV aCTtlN 1 -� p St_ ��..pp♦'SSE (�A Qom. � � `\ I F.F £y. s• rr ov,a as• E4CIteu _ RETAIN 0 Pm REMOVE HEADWALL M�. IO n4et w+n PHr Fmrb PREFORMED STA SCOUR HOLE \ \\ \ SEE DETAIL BF BOULDER CROSS VANE \ \ ` -Y- STA. 14 +50, -Y- 5TA. 15 +00 F SEE DETAIL 19B ON DWG N0.20 ra`t LATERAL RASE \ #\ , `t �, DITCH W /PSRM -Y- STA. 13 +75 TO CORSTRUCT1011 STA -15 +25 RT ` W a \\ n \\ \ PR000CT4. EST. 155 S.Y. FABRIC EST. DOE 76 C.Y. SEE DETAIL BD F` POT -- O3TA POT SSA"-LSB 2 -Y- POT STAIj1+N.N - -_ POT ST415 +5623 -Y- BEGIN PROJECT BEGIN CONST. `III `1 `\ POT STA +OOAO -LNB -- Paf3 A/ + 44 -Y- , \ \ o��o� •i sllIXT � Euly w.ccEZSa \ C/�,. r ' C REMOVE \ GRADE TO \ POSITIVE DRAINAGE TOWARD INLET STDL, BASE DITCH CL'B= RIP RAP WRITER FABRIC EST.7 TONS EST. 22 S. Y. FABRIC SEE DETAIL BG PRELIMINARY PLANS 00 mm us r0E1 co mluucrm z w C /;rAr=��C p D S E P 2 g 2004 o W DENR - WATER QUALITY�.I WETLANDS AND STOMWATER BRANCH U w U (A GR \0 0� V� •$a ss SY$ THE STATE OFT LAR:ILeRA t 10 SCOUR 1 1 I \\ Ip(F #2 SCOUR HOLE /3 1 �.�•"''�\ � �ffp f/S 11E O r SEE DETAIL 11E m j jA � jjj j ! � 1 s z d � 1 PRffOIIM® SCOUR HOLE tl a i� SEE DETAIL ILE y 1 � F F_ - £ -- -- -� ta' RCP 14 �- �� N GRAI-350 C C 00 I —_ p 24' RCP { 0 17 mr At 4 5 B 4• W Ad RCP -LSB- 18' RC O 15' 2 — F -L- C F N 4' 44.5"E — F C ` ,— C N 3 241644fE � —�C -LNB- C C3 n 15' R 10 ce -�• �- .� J- J W Lj 15' RCP B I3 =N ;'::.'•,.....: i:: ' 8 C 9 15' RCT CB 18' V CAT :.: :....... ..... ..:. :r:••.::•.... C is, RCP ~ W LATERAL 'r DITCH - W/CL'B' RIP RAP BERM DITCH SWPSRM l LITERAL BASE DITCH 4, STA. 11 +33 TO -4- STA. 12 +50 TO STD. BASE DITCH VT/CL'B' RIP RAP STA. 12 +50 RT STA. 14 +00 RT «i LATERAL 'r DITCH WCL'B' RIP RAP Y- STA. 17 +00.00 TO EST. 41 TONS EST. 149 S.Y. FABRIC Q VVCL'8' RIP RAP -L- STA. 18+12 TO EST. 122 S.Y. FABRIC W. 18 +50.00 LT SEE DETAIL 8C 4, STA 90 IT TO SSA 6 TON MED EST. 67 TONS EST. DOE 45 C.Y. yh, STA 17 +90 IT EST. 6 TONS EST. 190 S.Y. FABRIC SEE DETAIL 88 �1 EST. 31 TONS LATERAL N' DITCH W/PSRM EST. 16 S.Y. FABRIC r EST. DDE 79 C.Y. EST. 94 S.Y. FABRIC 4- STA. 17 +90 TO ESL DOE 7 C.Y. SEE DETAIL BE d EST. DOE 31 C.Y. STA 18 +50 IT SEE DETAIL 8G r I jI) SEE DEU11�88 EST. 30 S.Y. FABRIC \ r LATERAL BASE DITCH LSiJ 8 EST. DOE 27 C.Y. \r WCL'B' RIP RAP SEE DETAIL BA Y SIX 17 +00.00 TO Q N OR F \r STA.18 +50.00 IT THE STATE Or OWTH CARMNA \� EST. 67 TONS poll 71144.330 EST. 190 S.Y. FABRIC EST. DDE 79 C.Y. S Z -1 IWACT y SEE DETAIL BE 87-2 IMPACT OURET PROTECTION F' CL.'B' RIP RAP WFILTER FABRIC W.8 \ EST. 21 S. YTONS . FABRIC 1-912412004 o�am sr. .ME 1• = 100' PW- 2003 -10 vEn •a OF 4 DWO p OWO -1 DETAIL 8f PREFORMED SCOUR IIOLSE�A� BUFFER LBAIT k NMYF VV aCTtlN 1 -� p St_ Haru-d u.KLO' Ls' s• rr ov,a as• Pm L —aw Top Ilm IO n4et w+n PHr Fmrb of Sra.QWO PLOT. eaae OlTas STA =5.9 WAR) I= IA AWIIR 20' ar Srn N•00 / P�rEI. Sal -T- 12.00 RT 2 CFS 0.3 CFS .°1ifo..Xa1s R�hrore�Mrr1 wTnO n T- H•00 R 8 CFS 3.0 CPS STDL, BASE DITCH CL'B= RIP RAP WRITER FABRIC EST.7 TONS EST. 22 S. Y. FABRIC SEE DETAIL BG PRELIMINARY PLANS 00 mm us r0E1 co mluucrm z w C /;rAr=��C p D S E P 2 g 2004 o W DENR - WATER QUALITY�.I WETLANDS AND STOMWATER BRANCH U w U (A GR \0 0� V� •$a ss SY$ THE STATE OFT LAR:ILeRA t 10 SCOUR 1 1 I \\ Ip(F #2 SCOUR HOLE /3 1 �.�•"''�\ � �ffp f/S 11E O r SEE DETAIL 11E m j jA � jjj j ! � 1 s z d � 1 PRffOIIM® SCOUR HOLE tl a i� SEE DETAIL ILE y 1 � F F_ - £ -- -- -� ta' RCP 14 �- �� N GRAI-350 C C 00 I —_ p 24' RCP { 0 17 mr At 4 5 B 4• W Ad RCP -LSB- 18' RC O 15' 2 — F -L- C F N 4' 44.5"E — F C ` ,— C N 3 241644fE � —�C -LNB- C C3 n 15' R 10 ce -�• �- .� J- J W Lj 15' RCP B I3 =N ;'::.'•,.....: i:: ' 8 C 9 15' RCT CB 18' V CAT :.: :....... ..... ..:. :r:••.::•.... C is, RCP ~ W LATERAL 'r DITCH - W/CL'B' RIP RAP BERM DITCH SWPSRM l LITERAL BASE DITCH 4, STA. 11 +33 TO -4- STA. 12 +50 TO STD. BASE DITCH VT/CL'B' RIP RAP STA. 12 +50 RT STA. 14 +00 RT «i LATERAL 'r DITCH WCL'B' RIP RAP Y- STA. 17 +00.00 TO EST. 41 TONS EST. 149 S.Y. FABRIC Q VVCL'8' RIP RAP -L- STA. 18+12 TO EST. 122 S.Y. FABRIC W. 18 +50.00 LT SEE DETAIL 8C 4, STA 90 IT TO SSA 6 TON MED EST. 67 TONS EST. DOE 45 C.Y. yh, STA 17 +90 IT EST. 6 TONS EST. 190 S.Y. FABRIC SEE DETAIL 88 �1 EST. 31 TONS LATERAL N' DITCH W/PSRM EST. 16 S.Y. FABRIC r EST. DDE 79 C.Y. EST. 94 S.Y. FABRIC 4- STA. 17 +90 TO ESL DOE 7 C.Y. SEE DETAIL BE d EST. DOE 31 C.Y. STA 18 +50 IT SEE DETAIL 8G r I jI) SEE DEU11�88 EST. 30 S.Y. FABRIC \ r LATERAL BASE DITCH LSiJ 8 EST. DOE 27 C.Y. \r WCL'B' RIP RAP SEE DETAIL BA Y SIX 17 +00.00 TO Q N OR F \r STA.18 +50.00 IT THE STATE Or OWTH CARMNA \� EST. 67 TONS poll 71144.330 EST. 190 S.Y. FABRIC EST. DDE 79 C.Y. S Z -1 IWACT y SEE DETAIL BE 87-2 IMPACT OURET PROTECTION F' CL.'B' RIP RAP WFILTER FABRIC W.8 \ EST. 21 S. YTONS . FABRIC 1-912412004 o�am sr. .ME 1• = 100' PW- 2003 -10 vEn •a OF 4 DWO p OWO -1 t a n N O 3• O L O Y- 0 W C aO 3 T2 0 O L E ao QL Sv —a Eo 0 v O O l O 1- � N / VNO E °ao� ¢o0 a0LL BASH • LOCATION (AT OUTLETI 010 0 =5.9 N/IN 0 0: LO WAR 1 - 13-46 LT 4.6 CFS 04 CFS 2 -L- 17.82 LT 2-8 CFS 0.5 CFS 3 -L- I6+50 LT 4.5 CFS 0.8 CFS LT 3.9 CFS 0.7 CF -L- 22-25 RT 2.0 CFS 0.3 CFS 6 &4 CFS 2.7 CFS b NI a s 0 0 w 0 c 0 O v 0 O L <E poi ap O O OD Eo � b 10 O t � N � V \P fV Y N � A °aoc u t p PRELIMINARY PLANS 00 Pwr un rml cmwmuc m C7 z w UFRCSte.31+72.34 e. 12 � �- + 4a- no 4 x �t o 3a8.42 L� LB — a -[ - -08- t o s � f FO 2 -LS 9- NC GRID NAD 83 W (A PERM DITCH SWPSRM GARNET s�' s �i vp ii!4p -r STA. 29 +00 TO RIDGE R47' GARNET RIDGE O E• g i, N55 SSA 32 +00 LT M aR F �e�8 EI1 BRIO STEM" a a MARTHA S. 130 ETAL P14 1233 I V Sy 4 O i j FIELD ADRIST RIM 4•90 i3 R MATCH PROPOSED TO a MATCH PROP _ -R` 2s« ti::/ ° 24 n�o zsc 2sF0 I gg I �k. zsvo 7sro zsco zsru ® /' 9I r j a q TIE TO EX- MH - -" L.JOSt.eE L?iDS5C1?Y� L ar !f• SAS - - itE7AIN c.'w -.[D - suin•m. nfas rnS' 1 /. -nrm �` \- L �� 4 1 C _ k> r REMOVE i�/ �� \1�- 1 y =51 `^ - .. _ _ _ - 1R H A "x -� 0 - _ _ 15'RCP •�� ""��.. _ _ -1 -- �� tse 12 _ 0Q ja Q1 g• RCP -f,`t '- - - "_ _ >p C-. - _ _ .-- - 15• RC 13 =_ O 6 03. O 'LS - it RC _ 3 m c) i _ \ _ _ _ * 1r RCP Q coN9ERr Ex o 0 fV O• �r 155RCPa — — — ' _`� 1 • iLP PTO m 24 R— Z QZ — = -7x� 1 + �� —.__ R©WD tEOtW CtalR — F•' N3 3036 sF e a RErN 1 4�s a Cg aou" 1/13 6 �g/ g h _. af� -.: - -_- �_--� g RETNN MT 751 RQ 13• W p lU _ '' 15• RCP -r i . - - `�_` �. aus q)YTEH Z L'J ct Z r sc y. r.ix -'' rr - s-.' >c ; - = __ _ J W -1 W F ¢iEL ce e.a k I3_w� tjr M OR P = �` t �= - -; - - - u7 ° = o = VI tXS / 7777 ` 1399 Sf MID FILL 1�HCP x r+ �' 8+3t3T18� MC czl ` — tr?"-'- "'*-' —fl�� AS~ rtu V � J o �A sP ` QFLOWABtE MATERIAL d ct ° - 3 U j < 2 a cn i ! O I f&� BZ -1 IMPACT BZ-2 1lPACT UM 912112004 n OfhFO In 1 V REVISIONS m Iq- O�iE 1 SCALES Irsutf 1' = Io0' A PW- 2003 003 -10 rftl wL 3 OF 4 a.+rc w oWO -3 Fn It O �M Q F aw N N ww zW J to U H Q L tl O v O D L O O F C T T O i E m Lp M l7 N � ap O O OD Eo F- m / oo - v\ O N Y �m E GOC O O < O LL NC GRID I NAD 83 M OR ROAD, ULL FWd 794. •� !r /�! # EDWA RIS �L mP LLC t 44+/ ARAWE :� ra . w •• .., `, ,tea i i � 1�1/ u: D EST RETAIN _ _ 12' RCP ( f :re M��- RCP F u _ ' ETAIN 71� ! I i j, RETAIN (. + / ' — — — JB MNN! '- — — CONVERT EX C 15' RCP �� EST BST • 15 � �; %' r ;� xa va a x.Re cu,TER • S11N • 1 15 RC � (`-- 2 CC�4VRT EZ co Is m �/ r }APY , .y Ll .��"'•� ETST. SVR � a h�p_.- a$i US/ / 1 '� E77 g0.4D/ ,r �"-- :1x4 -RC 15' RCP 5,)S.5 %.�' �-f — .° zy .. rD / ! h a• \ o l S 15' RC� RETAIN .°" '.'J•".' -- °%A�2'^ =%' .. tTA j /' Q� �"� r es ONVERT / T } REM CB WNH TO� 7 ' '' RETENN F aox mo !tea �p /I11' tE�^ 4 =R PTSta.4 /66.7/ ! �� OR F xv ' af>aar5 airERNATOWA.wC x OR F z.: Pa( TB+J5.O64i EPPtiARO5 >pL TJt044S 32 AER5. ttC (rl � all it 7 t END PROJECT\`�'� END CO ST. A a 1 Qd -1 - PRELIMINARY PLANS DO liar ups roa oommucrim z w w z w w O U U Q 3 um 921/2004 cx(am n. SCALES I6GLE I•:100' M72003' 10 (IE[I 1K 4 OF 4 ma(wm xv OWO -4 N 0 3 0 0 c c 7 T O 3 0 0 0 b� N � N � 00 w 00 E � F- ,a 0 2Ni NEEm E c a�0 aoLL PRELIMINARY PLANS DO NOT VU M COMMUCrM C7 z I � W 1 POTSra 10+00.00 BEGIN C T. STA. 10 +I -Y- AU -3 F EM S— Hft DETAIL OF Mrt ottw wt PREFORMED SCOUR HOLE AT I BUFFER LYT a _ N1F �Itn*Y Spoft -- PLAN YES • �F�i`, LRNMIE N +R+ORER Mahrird flan. S Stake 9EtTON 1 -A DITCH LATERAL S• trarq� 0.5' L"ti 11.�O 83 /� y Y- STA. 10 +50 TO GRAII-350 STA. 12 +00 RT r PUN ^ ut EST. 155 S.Y. FABRIC �r""i cwA TNa ■m O W EST. DOE 76 C.Y. Y'�� .• tN�..Na t -R varrb ��Q �g 4 R Noma at St. 2.00 G x, SEE DETAIL 8D .. 20• at Sta. W -00 eiN.rEif \C Q -j §. s PREFORMS BOULDER CROSS VANE Chas T� N MFR SOp �; y SCOUR HOLE `*� 1 -Y- STA. I1 +00 �� w SEE DETAIL 8f ' \ \ % : I� 1 SEE DETAIL 198 �. �� V , \\ '��) ON DWG 140.20 Q gR� WR/RITER��'F, � EST.7 TONS EST. 22 S. Y. FABRIC a s' 28 zs vc 49' \�7 SEE DEVIL SG \ } + \ } ss s5 THE STAB 14(16' O wA N0 Rp RAP RI CMANEI- t PREFORMED PREFORMED .�w SCOUR HOLE i2 SCOUR MOTE /3 .y 2 \1 . a, f \ / ���...•••••• SEE DETAIL 11E C3 SEE DETAIL TIE m ;+; w.au ro RETAIN is w1fm REMOVE l � j HEADWALL et }` ,. \ t ... '�- -... ... y PREFORMED .�/ $CWR MOLE \ \ \\ \ r. R21 SEE DETAIL 8F \ \ SCOUR HOLE it BOULDER CROSS VANE 1 \ R 2-•*, SEE DETAIL TIE y Y- SUM. 14 +50, -Y- STA. 15 +00 140 SEE DETAIL 19B ON DWG .20 } �. �lL2� �— F p (& LATERAL BASE ` as. ,_ �,� I F I uff CONTECR DITCH STA P+75 TO 443 of -- 18' RCP 14 �-' ° -_r CONSTRU6TDN STA.15 +25 RT c+ l \} -� C -_ �- _� C _�. -•G•• c) N o = ° Pr4o CTS K EST. 155 S.Y. FABRIC , TA i� \ 0 1 0: W p0 EST. DOE 76 C.Y. \ CJ U a SEE DETAIL SD '3 F= \\ <\ ,V\.� \ 4 S B P2 24• RCP + w a �- i� \ \ N 24-W d4 5' RCP -LSB- 18' RC O ~ N O n X11\\ F `� c �� c Ln� O2~ POT STA +fl0.00 -LSB -- 6 \ 24*.64H.rE � "- c -LNB- C � � w° o POT A15 +3502 -Y- s \ \ \ u• Rc a ® F F t Z w � Por STANHLN - Q } 1 \\ \ i T cs ls• RCP — J N .`;, POT STA15t5623 -Y- r1 \�Z TT \ \,1\ ±':.:..::':': •:: t ; .:: ::. .. ::::.:.:: 8 C 9 1Y RC R 13 = BEGIN PROJECT �.`} \ € \ 2' ..::.... cAr-j- BEGIN F— _ __ — _� • :. Cal 18 RcP r CONST. } 4 c IS' RCP POT STA1Ot0000 ` -LAIR c� \� �\�\ _ c- mr _ �e Alt -- \ \` � 114 LATERAL 'v DITCH 1WCL'B• RIP RAP LATERAL BASE DITCH -1- STA. i1 +33 TO -ff4- STA. 1DITCH 50 T� \ \ \ VUCL'B' NP RAP STA 12 +50 RT STD. BASE DITCH -Y- STA. 17 +00.00 TO EST. 41 TONS STA. 14 +00 RT A'T LATERAL 'V' DITCH W/CL'8' RIP RAP } \ STA TA. 17 00 .0 EST• 122 S.Y. FABRIC EST. 149 S.Y. FABRIC Q W/CL'B' NP RAP -L- STA. 18 +12 TO \ EST. DDE 45 C.Y. SEE DETAIL 8C STA. 18 +23 NED \ � `• EST. 67 TONS yT � STA 17 +00 TO _ SEE DETAIL 8B Y. STA. 17 +90 RT EST. 6 TONS xo »700 } \ l I EST. DD S.Y. FABRIC -L- STA. DI TO EST. 16 7 C.Y. iic -° x00 \ EST. DDE 79 C.Y. EST. 9 TONS LATERAL 17 90 T W/PSRM EST. 16 S.Y. FABRIC Txrcrw';. cu \ M EST. 9DOE 1 C.Y. STA 18 +50 RT SEE DETAIL BIG SEE DETAIL BE 6T. 30 S.Y. FABRIC vu CL. *V RIP RAP DITCH V) SEE DETAI�86.DDE 27 C.Y. Y- STA 17 +00.00 TO 4 NOR F SEE DETAIL 8A +r: 8/25/2004 a C / \ STA 18+50.00 LT THE STATE OF ROf1Tt1 CARpLeu EST. 67 TONS F.le 784.U.33+14 }rw EST. 190 S.Y. FABRIC aca:w na ' \ h EST. DOE 79 C.Y. .. BZ -1 IMPACT SEE DETAIL BE REVISIONS OUTLET PROTECTION BZ -2 IMPACT ra. o4rt HIV R FABRIC N01103S X11 ivno 63m \ y t +tt REMOVE \ \ \ -L\ •� EST.B TONS SCALES GRADE TO PROMO "i } L v EST. 21 S. Y. FABRICL P� TOWARD INLET DRAINAGE - P O O Z V z J 1 1• —E I• = 100' TOWARD INLET PR- 2003 -10 dWl 9 60 1 SaNVI13M Imo OF 4 ORO -1 NC GRID NAD 83 HOLE #4 All. IIE O C ci 15 RCp OTCO 16 C, O 1 15, Itcp 8 TOE PROTECTION V*?SRM -L- STA. 21+50 STA. 22 0 EST. 35 PREFOR SEE D AIL IIA SCOUR S.7 0 0 O 0 Qn av E E c 432 a.,Ir OF w- W.'FRITIt FABRIC ON EAsnmG BANKS EST. 20 TONS EST. 25 S. Y. FABRIC 9 TILE it E STATE of k OR " CAROLOA I'm lsdA3w -BERM DITCH WPSItM 4, STA. 25+25 TO STA. 27 +25 LT EST. 263 S.Y. FABRIC SEE DETAIL 110 BERM DITCH %WPSI 4- STA. 27+25 TO STX29+00 IT EST. 130 S.Y. FABRIC SEE DETAL 118 OTCB 3-- —c —c TOE PROTECTION- -L- STA. 22 +50 TO 23+65 RT CL'r RIP RAP wRLTER FABRIC EST. f1 TONS EST. 11 S. Y. FABRIC SEE WAR lID k OR v THE STATE OF mmy" CAwXv4A pill lskmssu PRELIMINARY PLANS 00 mm um I= cmwmmmm 0 z 0 V) < ASS J-8/25/2004 I SCALES —E 1-100' �c PW-2003- 10 —11 — 2 Of I OWO-2 a n v s 9 O t O F C T 3 O O L `E a o �v f OVO E2 E2 i 0 0 UN P Neu as °o° you J c O ON O � O U +W cn . N O Z Q . �- O ww ,+ vl 3 W _Z W J W N UN of F- a 1 1 C e 3 I 1 a I ! � ± I 1 1 NC GRID NAD 83 Q r " OR f STEWER R, L�mRlwt 5. 1 O O Q O� �U W 0 Z Q L ul NO ? J W N S U F- a PRELIMINARY PLANS no liar ws m cawmmrm rio � W W �z oW V U aaih � 4 i =a °g$ �e�zsizoa SCALES I6ULE 1' = 100' PN- 2003-10 3 Of 4 OWO -3 0 v c a t c T O D O O L E h N V N O ov -o 00 lo v o O � a UNP Oar Q O c u�- Q ¢ Oc aD4 It NC GRID NAD 83 ;$R / IQ / MUM WL e P «� I j j�� f r d os .y11, Rona // r EW+ROS � �n 70tt{RS, ELC Lan .-E RETAIN . -. '. , _ _ C tx, Ea51. xrw - aErr 12' RCP Rcr _^!f""" RETAIN -- - 1 i = _ _ — —. �e=� vcBU1 TO aE cis END PROJECT` RETAIN - 15' RCP `. I _ -^_ = I Y,� / END CONST. asl .W CWO dV WTI snN ' RCPI jp 15' RCP C VEIR E`X. + 15'RCP� <3%F��T .�,� .� a f � a /ky`jL' ?_- ��p� '0 3 5' R,�,s+ a oo a c Q lWil -IS- R6 RETAIN 1 = W0 ro 8' 1 OM/ERfI` / asx J! g V1 l/1 O EX. CB TO . ".�`^ = " RETAIN mo / c . \,,�r,.�- % 74 B VLA1 j - 4 < cQ' ZUJ b w rt / J 1� G2 r¢ EDBSA05 rl RERS. Eli MT sE dUGENO I c � - - BZ -2 1lIPACi PRELIMINARY PLANS 00 BRDr ws ran caucnOeT C7 Gx1�7 W z w w o� U 0� �S$ �Ia I6CPLE 1' = 100' PW- 2003-10 4 OF 1 OWO -4