Loading...
HomeMy WebLinkAbout06010005 Development Plans Rcv. 2/10/2006 DOCSMUNICIPALITY: x TELEPHONE ­.__,___::_­ , '..", - 1. ­,_., 1. Ir '. '­­ - , ._ t �� °A . � /iY��G�li�/�IEL � I 20' BSL 25 ,.." ­'. - -1 . - . , . �:!s� .., - ,, { -. '(/ *��` - �_ I - 'i,��� ONE C IVIC SQUARE �, mow. ,�' TELEPHONE SBC —JEFF RICE 'N."-.k 'i;, � , , , �, "'.. �`�T0^'`pO•�`' "" CARMEL, I N 46032 -,. � '��," �, . __ ,:�', , ". :111111 ,4 ­4 ��i, L.: 1-:1 "��� 26 . , 632 -9077 JAMES BRAINARD, MAYOR a Ph. (317) 571 -2403 FAX 317) 844 -3498 OWNER: 1A f I QNDVEU�L0 P�!//�NI� 00RP0,qA,r10# 8170 ZIONSVILLE ROAD INDIANAPOLIS, IN 46268 CONTACT: PAUL SHOOPMAN Ph. (317) 415 -0459 FAX (317) 415 -0466 ENGINEER /SURVEYOR'S= .1111-:", �:,::_ . I _., — � �. ­ -:,, ­ I .­,_�",��.s-'-',,�­.. _.__ ­ ,�,:�.�-�­�%.:`-­�' �, ., ­­- ,�:.���,,i;-,�I�'�.,..�.-�-.�.--,..- ._._­',­., . �,,' I ­­1','­.1;1. ".. .1", ­­`1711- lcl-1 1. �:!'­,. - - _:_ 1� -:�,�-, _­_11.1-ol ,-,,:. 9 �q �,_ 1­1 I .- I 1, 1- - ,1 Il- i __ i �,�%',/_ �,"',_�:/71��5_ f ?__f_;1'__- � '.. I �'� - ­_,�, L=� ! �­, I �:_­­",�� 4.tt�� A 2t 1 � . ­ _­ , ­.,." ,� � ��"­:-.,�!-r,�,, "-.:, , " I" , k I 11 -�,-,; "�,,�� ��­- 1�_"­�' �"`-­ ",�777-j", ,t-,,!­�!, ", — - " '' �,.;, , , .,:�, - , , _ , ,��!,--.z�li ,`,, , � - ,� "�_ ; - �` * ;' .., � " ,� 7, �' , �1.�.'____._.-_-,1'­­ ,-.--­.,-­,.--­­' - PLANNING CITY OF CARMEL Architects &Engineers 317 7172 GRAHAM ROAD 773 -2181 INDIANAPOLIS, INDIANA 46250 :.: Ph. (317) 842 -6777 FAX (317) 841 -4798 - 845 x TELEPHONE FAX 20' BSL 25 g { -. '(/ *��` GAS VECTREN —CHUCK SHUPPERD mow. 9 TELEPHONE SBC —JEFF RICE 23 26 . , 632 -9077 632 -5311 a 264 -7718 263 -6400 SANITARY CLAY TOWNSHIP REGIONAL WASTE 844 -9200 22 27 571 -2441 571 -2426 DRAINAGE — COUNTY CO. SURVEYOR —KENT WARD A `3 9 �q t .V� t A 2t 1 28 9 8 PLANNING CITY OF CARMEL 571 -2417 317 EROSION CONTOL SWCD —JOHN SOUTH 773 -2181 { - . ; :0000 :.: f - 845 'HOLEY MOLEY' SAYS CALL DWG. TYPE I o STN 0 YOU DIG T'S THE LAW `" �c $T- 1. CALL TOLL FREE * 7 H _ FOR CALLS OUTSIDE OF INDIANA @�iIR I ' ' . : 1. . y ` F,': O 1. O � : A f 1 IST 1. i :. .i : -: 1 �. . ., & =� g .... "" " 116TH. ` iTN - yyr !,x, + 'mss 4 -,r,r" .-a. "N!) c? vvR..,., Olw; w�"�g'�' ;+ t z W. . 1. �Wi -' �, LOCATION MAP - - - _­-1 ___ — . ____ ­ - . — L'--- �_ I - I - -0 - I 0 M 0 a N 10 N N 12 13 14 15 1s - N - 1 2 0 --- . . / ,f— P - D . ­­� __ r/1--n yzM_]J mmi " r. — __ . --.:_ ,___ -, __ — .. , ', . :: - -- I - �) - - , I ----r / --) - 1. n_. ) 0 , - I ­­ /--) _r/ I - -I r_7 r - - 6- 1 n. n I- ,-) --_1.1.11-f��J_ . - I 11 If' /I . 4 - 4111 J /Y __ / /, / 1, rl)) #/ P/� /,' - (-If /,..., r�:, �Jr ­- . - id O IM in k� I STANM FIELD DRIVE rF-- II'R- 0 0 C 9 in 0 24 TELEPHONE FAX 20' BSL 25 g 581 -3031 GAS VECTREN —CHUCK SHUPPERD 776 -5597 9 TELEPHONE SBC —JEFF RICE 23 26 CABLE TV TIME WARNER —JEFF FARMER 632 -9077 632 -5311 WATER VEOLIA WATER —MARK SHOCKLEY 264 -7718 263 -6400 SANITARY CLAY TOWNSHIP REGIONAL WASTE 844 -9200 22 27 571 -2441 571 -2426 DRAINAGE — COUNTY CO. SURVEYOR —KENT WARD A `3 9 �q CITY ENG. CITY OF CARMEL — MICHAEL McBRIDE A 2t 1 28 9 8 PLANNING CITY OF CARMEL 571 -2417 317 EROSION CONTOL SWCD —JOHN SOUTH 773 -2181 776 -1101 20 29 - 845 'HOLEY MOLEY' SAYS CALL DWG. TYPE I o 19 0 YOU DIG T'S THE LAW `" CALL TOLL FREE * 18 31 20' BSL . — STMfM WE �i II 25' 8SL OPEC, SPACE 0.31 ACRES N _---- _:_��_�41!11fzoa%r 0 0IIP 39 III O cf)I. .1 . I . i . I � . , I to PROJECT DATA PROJECT ADDRESS SHELBORNE ROAD CARMEL, IN 46032 PROPOSED LAND USE RESIDENTIAL CURRENT ZONING PUD TOTAL SITE 20.10 ACRES TOTAL OPEN SPACE 3.70 ACRES TOTAL SINGLE FAMILY LOTS 40 LOTS I INDEX I SHT DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS C201 SITE PLAN C401 EROSION CONTROL PLAN C501 UTILITY PLAN BENCHMARKS Origin Benchmark: stat :on — Lee 2 AZI, is located approximately 2.5 miles northeast of Zions.'ille; at the intersection of Shelborne Road and West 131st Street, in the Southeast quarter of the intersection; set in top of a concrete post, level with the roadway; a Department of Natural Resources brass control station tablet, stamped "LEE 2 AZI 1989 ". Elev. = 917.887 (N.G.V.D. 1929) Benchmark tie: top of control point rebar #200 for the Saddlebrook at Shelborne subdivision, located 890 feet± South of the intersection of Shelborne Road and 121st Street and 930 feet± East of the centerline of Shelborne Road. Elev. = 909.26 Temporary Benchmark #300 —A: SET ON TOP OF CONTROL POINT REBAR (POINT #500) LOCATED 355 FEET SOUTH OF THE SOUTH SCHOOL ENTRANCE CENTERLINE ON THE EAST SIDE OF SHELBORNE ROAD, AND 17' EAST OF THE CENTERLINE OF SHELBORNE ROAD, 1 FOOT BEHIND THE CONCRETE CURB. Elev. = 911.05 CONTACT CO. / PERSON FOR AGENCY /CONTACT TELEPHONE FAX POWER CINERGY —DEAN GROVES g 581 -3031 GAS VECTREN —CHUCK SHUPPERD 776 -5597 776 -5553 TELEPHONE SBC —JEFF RICE 252 -4274 252 -5000 CABLE TV TIME WARNER —JEFF FARMER 632 -9077 632 -5311 WATER VEOLIA WATER —MARK SHOCKLEY 264 -7718 263 -6400 SANITARY CLAY TOWNSHIP REGIONAL WASTE 844 -9200 844 -9203 0 571 -2441 571 -2426 DRAINAGE — COUNTY CO. SURVEYOR —KENT WARD 776 -8495 776 -9628 CITY ENG. CITY OF CARMEL — MICHAEL McBRIDE 571 -2441 571 -2426 PLANNING CITY OF CARMEL 571 -2417 317 EROSION CONTOL SWCD —JOHN SOUTH 773 -2181 776 -1101 URBAN FORESTER CITY OF CARMEL —SCOTT BREWER 571 -2417 - 845 'HOLEY MOLEY' SAYS CALL DWG. TYPE I o WORKING DAYS BEFORE - �� °'` 1-800-382-5544 YOU DIG T'S THE LAW `" CALL TOLL FREE * 1- 800 -428 -5200 _ FOR CALLS OUTSIDE OF INDIANA O O � O O O O � a g �Wi Z Q4 o - - -- I I — - - -- - -� I ! I III m /, i I I I — I II � � � � I 'I I � � � i III � i' I 1411 I i �I I — � I TV, PROJECT DATA PROJECT ADDRESS SHELBORNE ROAD CARMEL, IN 46032 PROPOSED LAND USE RESIDENTIAL CURRENT ZONING PUD TOTAL SITE 20.10 ACRES TOTAL OPEN SPACE 3.70 ACRES TOTAL SINGLE FAMILY LOTS 40 LOTS I INDEX I SHT DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS C201 SITE PLAN C401 EROSION CONTROL PLAN C501 UTILITY PLAN BENCHMARKS Origin Benchmark: stat :on — Lee 2 AZI, is located approximately 2.5 miles northeast of Zions.'ille; at the intersection of Shelborne Road and West 131st Street, in the Southeast quarter of the intersection; set in top of a concrete post, level with the roadway; a Department of Natural Resources brass control station tablet, stamped "LEE 2 AZI 1989 ". Elev. = 917.887 (N.G.V.D. 1929) Benchmark tie: top of control point rebar #200 for the Saddlebrook at Shelborne subdivision, located 890 feet± South of the intersection of Shelborne Road and 121st Street and 930 feet± East of the centerline of Shelborne Road. Elev. = 909.26 Temporary Benchmark #300 —A: SET ON TOP OF CONTROL POINT REBAR (POINT #500) LOCATED 355 FEET SOUTH OF THE SOUTH SCHOOL ENTRANCE CENTERLINE ON THE EAST SIDE OF SHELBORNE ROAD, AND 17' EAST OF THE CENTERLINE OF SHELBORNE ROAD, 1 FOOT BEHIND THE CONCRETE CURB. Elev. = 911.05 CONTACT CO. / PERSON FOR AGENCY /CONTACT TELEPHONE FAX POWER CINERGY —DEAN GROVES 581 -3052 581 -3031 GAS VECTREN —CHUCK SHUPPERD 776 -5597 776 -5553 TELEPHONE SBC —JEFF RICE 252 -4274 252 -5000 CABLE TV TIME WARNER —JEFF FARMER 632 -9077 632 -5311 WATER VEOLIA WATER —MARK SHOCKLEY 264 -7718 263 -6400 SANITARY CLAY TOWNSHIP REGIONAL WASTE 844 -9200 844 -9203 DRAINAGE — CITY CITY OF CARMEL — MICHAEL McBRIDE 571 -2441 571 -2426 DRAINAGE — COUNTY CO. SURVEYOR —KENT WARD 776 -8495 776 -9628 CITY ENG. CITY OF CARMEL — MICHAEL McBRIDE 571 -2441 571 -2426 PLANNING CITY OF CARMEL 571 -2417 317 EROSION CONTOL SWCD —JOHN SOUTH 773 -2181 776 -1101 URBAN FORESTER CITY OF CARMEL —SCOTT BREWER 571 -2417 - 845 'HOLEY MOLEY' SAYS CALL DWG. TYPE I AT LEAST TWO FULL WORKING DAYS BEFORE - �� °'` 1-800-382-5544 YOU DIG T'S THE LAW `" CALL TOLL FREE * 1- 800 -428 -5200 _ FOR CALLS OUTSIDE OF INDIANA CRIPE TEAM 317- 842 -6777 FAX - 841 -4798 DIRECT LINE PROJECT MANAGER CHRIS WISEMAN, PE 317 - 845 -7129 PROJECT ENGINEER NICK BRUCKBAUER, El 317 - 845 -7064 PROJECT SURVEYOR ERIC WHITE, RLS 317 -845 -7033 PROJECT LAND PLANNER GREG GAMBLE (LAND DESIGN) 615- 591 -7164 CAD TECHNICIAN MARK WAGNER 317 - 845 -7128 QUALITY ASSURANCE TOM SCHELLENBERGER 317 - 845 -7022 DWG. TYPE I FILE NUMBER 1 0 9 ., N 0 'q 9 o 0 W (Y- W W F Z W Z W (n O00 WU) (-) ( WW Z w F W ZWZ >� � V O Q �0W O acn = J 0- 0 0 0 Z W— Z Z Z Q Q Q Q o N Q U J J J P- 5 0 0 0 0 0 0 0 O d LC) I CV Q QD :�: N 0Qi a; [):�z —. L "2 — " a Q� 0 =zQ a Q LL_ •,_. flf U) U (-)7 O r-- r Q W > I �QNL�J E 00 z e_\ r- 15 1 c z s> o) ' W t c - =06 r ' U 4. y� i <' O Q4 O Q-4 Q4 O 00 -° CV co W W W � ° � C) Z = —' U) �0 � ' = L1J .� � o - O �r00 v ^4 0 "� 00 D C TIFIED o z ° J /0 b _ .___r_ \`` 0o 1111rllm11/11iJ,��', /i �\ \\ O.. o A. / ^ // �� j QO����� 1F,o �. O..� F = O . f C:1C� 'ji_J • -- . • — . C �� % ,% ,< • . I� -' /Z _ ' Drawn Ely: NICK BRUCKBAUER, El Checked Ely: CHRIS WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1'= NAB Sheet C S Date 02 -10-06 Project Number 050374 -20000 cc 1- tN 3 W 126TH ST O � a a M O SITE City of Carmel (ExtraterritorW Jurisdiction) 180081 w S W 121ST ST DURBIN Long Branch c-r �q t;.t.•ti`fl Jam} ~ + O o o W 116TH ST { 1 LARKSPURN o LN m NDLEDGE CR J ZONE X FEMA MAP. PANEL NUMBER 18057CO235F FEBRUARY 19, 2003 I \V AERIAL MAP USGS MAP SOILS MAP Br— Brookston silty clay loom. The Marion County Soil Survey indicates that the Brookston silty clay loam is nearly level, deep, very poorly drained soil is in broad depressions, swales, and narrow droinogewoys on till plains and is ponded by runoff from higher adjacent areas. The Marion County Soil Survey indicates that the Brookston soil family presents moderate or severe limitations for commercial construction due to the seasonal high water table, high potential frost action, moderate shrink —swell potential and moderate permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included in the Construction Documents. CrA— Crosby silt loam, 0 to 3 percent slopes. The Marion County Soil Shrrvey indicates that the Crosby silt loam is nearly level, deep, very poorly drained soil is on -Iyht rises on broad, undulating till plains. The Marion County Soil Survey indicates that the Crosby soil family presents severe limitations for building construction due to the seasonal high eater table, moderate shrink —swell potential, high potential frost action and slow permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included in the Construction Documents. SITE- MAP I L;U.Awy, 1!y(1t fi 11.2!:5:3 A.:', l�; x It era 1:1 0 a qU N O ar Z3 C O (3 F: V ! W ( Y-1 IX LJJ LaJ I- _z U 0 W Z f- W _ Z LaJwQZ >- O W Z W d Z W Z ] CJ Z d J n O tr I-. W 00.(nN U j Z Z Z< W Q —ddd(f dUJJJI- 00 0 0 0 0 0 co O In I N j 0�00 N OQ� N z ,Q- Q o© =z< a L n_' U U 00� (.C)� Q I �QCNw E3 00 Z r` r- afi 11 1 Q LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 106 -YEAR FLOOD ZONE A No base Rood e4vazlau dctennhed. ZONE AE Base Rood elevations demsnlned. ZONE AM Flood depW d 1 to 3 feet (uu aly areas at ponduV; base Rood elevanorss desenNned. ZOra AO Hood depths of 1 to 3 feet (usually sheet Bow on sloping te(ra(n); average depths determwwd. For areas of alu W fan rtoodirsg, velockks abo determined. ZONE A99 To be protected from 100 -year flood Federal Rood protealors sysims ursdcr mnY stn on; no Isue Hood de+2tiorss deter- mined. ZONE V Coastal toad wtth vebuty hazard ham .amoral: eq base Rood ekva>iorts detem:ned. Zola VE Coasts! Rood with ,e(odty hazard (.rare action); base flood ek oons dew mined. FLOODWAY AREAS IN ZONE AE c : OTHER FLOOD AREAS ZONE X Area of 500 -ytu flood; area of 100ytar Rood with average depdn of ks dun I toot or wtth drainage areas ks doss I cquue mde; arx! arm protected by levees from 100 -ymr 00 OTHER AREAS -0 N ZONE x Areas determined to be outside SOD -year W RoodpLiln. ZOrd D Area to which Rood hazards are urdeter- mtrsed, but posstie. UNDEVELOPED COASTAL BARRIERS' O M ® \ \ ° > Identdxd Idesufred Odxrwise J 1983 1990 or later Prooeaed Areas o cri N_ Idendfied = co 1941 or Laser Coastal bansx areas are n M44 tooted wtous or adocant to SpocW flood Hazard Areas. f)oodp(aln Bourdary -��— Hoodway Boundary - - Zone D Boundary 00.0 MA ding $pedal food Huard t— Zowdary Zones, and Bosesdvy OtNding Areas d thl- fftwe Coasal Base flood Elevations Wkhln Spedal Flood Hazard Zones. cc 1- tN 3 W 126TH ST O � a a M O SITE City of Carmel (ExtraterritorW Jurisdiction) 180081 w S W 121ST ST DURBIN Long Branch c-r �q t;.t.•ti`fl Jam} ~ + O o o W 116TH ST { 1 LARKSPURN o LN m NDLEDGE CR J ZONE X FEMA MAP. PANEL NUMBER 18057CO235F FEBRUARY 19, 2003 I \V AERIAL MAP USGS MAP SOILS MAP Br— Brookston silty clay loom. The Marion County Soil Survey indicates that the Brookston silty clay loam is nearly level, deep, very poorly drained soil is in broad depressions, swales, and narrow droinogewoys on till plains and is ponded by runoff from higher adjacent areas. The Marion County Soil Survey indicates that the Brookston soil family presents moderate or severe limitations for commercial construction due to the seasonal high water table, high potential frost action, moderate shrink —swell potential and moderate permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included in the Construction Documents. CrA— Crosby silt loam, 0 to 3 percent slopes. The Marion County Soil Shrrvey indicates that the Crosby silt loam is nearly level, deep, very poorly drained soil is on -Iyht rises on broad, undulating till plains. The Marion County Soil Survey indicates that the Crosby soil family presents severe limitations for building construction due to the seasonal high eater table, moderate shrink —swell potential, high potential frost action and slow permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included in the Construction Documents. SITE- MAP I L;U.Awy, 1!y(1t fi 11.2!:5:3 A.:', l�; x It era 1:1 0 a qU N O ar Z3 C O (3 F: V ! W ( Y-1 IX LJJ LaJ I- _z U 0 W Z f- W _ Z LaJwQZ >- O W Z W d Z W Z ] CJ Z d J n O tr I-. W 00.(nN U j Z Z Z< W Q —ddd(f dUJJJI- 00 0 0 0 0 0 co O In I N j 0�00 N OQ� N z ,Q- Q o© =z< a L n_' U U 00� (.C)� Q I �QCNw E3 00 Z r` r- afi 11 1 Q IIrILU��f/ - O L: •vVi:�Q O - • _ -� 1 Drown By: NICK BRUCKBAUER, El Cheded ey: CHRIS WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C100 Date 02-10 -06 Project Number 050374 -20000 O O CIDQO 00 -0 N W UJI W O M ° > LL J ►.� Qr4 o cri N_ Q = co q 00.0 q y, ZVI IIrILU��f/ - O L: •vVi:�Q O - • _ -� 1 Drown By: NICK BRUCKBAUER, El Cheded ey: CHRIS WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C100 Date 02-10 -06 Project Number 050374 -20000 0 C CL yyU O d N C O 3 11� LJ w w D Z U U w Z H- W S (n (nUU�0 O W Q Z a W F- Z Z U U Q J U LLJ LLI U) U jzzZZQ(n QQfy-_ QUJJJF -0 • • • 00 rn O LC) N 0 (D Cb • N Q ^� 0 < � Q L U = Z Q Q LL- af, U) U —J _ O Q �Q04Lv 0 00 Z NO c ' 06 K N ti .y�Y L 0 O 0 0 Cf) 00 O N o(.D ~ W d- Cj:� a Z cc _ .O o C: m C � CD O w N -O Z = H Cf) 0a goo o X iD W q C: N CE z FIED BY. F j • vlr�i� I(I(I I. 111 Drawn By: NICK BRUCKBAUER, El Checked By: CHRIS WISEMAN, PE Quality Assurance: TOM SCHELLENBERGER Scale: 0 Scale: t' = 50' Sheet C101 Date 02-10-06 Project Number 050374 -20000 0 a •c U O'1 C O L J Li W F- _Z U U Li Z F- W _ (n xcr000 LLJ �WazQ H Z W Z > ~ U J Q � 0 FW- LLI V) U Z Z Z Q Of 0 0 0 o- QUJJJF -0 0 00 9 0 0 00 O `- NCO � f 00000•fV Q OQr- N CYz�-•a � Q L :2E — U =zQ a Q tl •� ci� U) U (� J (� 0 I\ _ r- Q N W moo z Cn •ci 5i x W Y KJ T Q O O (( \rrO V co -a N a� d- z w fy_o Q Z , cc: — o a. C) •> W J o — i_ _ N , vi t\ o c q 00 0 ERTIFIED BY. f . _ -- �,��111�t1t1iI1tI11JJJIJj1�� - e - ��, • Drawn By. NICK BRUCKBAUER, El Checked By: CHRIS WISEMAN, PE Quarhy Assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C201 Date 02 -10 -06 Project Number 050374 -20000 c 0 :a ci •c CL) Co C O O LLB W w Z U U W Z F— W S co Z U 0 LJ WW z . W Z 'Q U U Q J Z) 0 HW0CLV}a_ U ZZZ<L� W- 000Cr -- QUJJJk - -C� © O © © © O 00 O � L N `- Q0 � N � C,d-• — Q ^ � O Q � Q M •Q O = Z X N ^ � Q • Q. Of C U N � � Q z N W Q � p 00 Z 0 0 0 � o Q 00 CL N 0 C J 0 d- o LLI Cr W � O O �rZ 0 U W N.- �. o 0 Co 0 cL U) q 00 a O Cr. w C T1F1ED BY: a / V `�`��`�111111111)Illltl�����j OF o �' a _ ` s • s Q_ ! s Or e V • ♦ /ar e s+ Drawn By: NICK BRUCKBAUER, El Checked By: CHRIS WISEMAN, PE Quality {assurance: TOM SCHELLENBERGER Scale: 0 Scale: 1' = 50' Sheet C401 Date 02 -10 -06 Project Number 050374 -20000 1.1 c 0 :a a •c a> c vo •u v W W W D z_ U U W z F- W z 0 O W W Q Z >- 1= W Z W Q Z) zWZ >t- w z Q 0O Ujzzzzz< W- -QaQW- QU_tJJ� --0 A © © © O © O 00 07 O L I 00 N Q � -0 OQr-,, a� (LQV— •Q = z Q a, w tL- nf, V) U C� J 0 t� _ 1� < O `— z I I �QCN w 000 z yU) 4 • �Jl ''j t� r� 1 V W -O N O ®C LJU 0 ._ w •- o0 N ERTIF(ED BY: A. �\ �4, a, p••raf,aaa �� lj s 1 n •4 � �! 1 v • 'i _ � ....,mow...-- .- .�...�... a Drawn By: NICK BRUCKBAUER, El Checked By: CHRIS WISEMAN, PE Quality assurance: TOM SCHELLENBERGER Scale: 0 Scale: I'= 50' Sheet C501 Date 02 -10 -06 Project Number 050374 -20000