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HomeMy WebLinkAboutC201U U M 0 N U 7 O T a J 0 N U W / Q N 0 0 00 / 00 r`0 N i i a; z a> LZ Q) N O a_ r2 O N 0 N L aJ 0 0 FE NOTES: 1. ALL PROFILE GRADES REPRESENT BACK OF CURB GRADES. 1 c2o1 2• FROM STA. 1 +47.35 TO 1 +85.10 OF KOSSUTH STREET TRANSITION FROM TYPICAL ALLEY 3 TO CROSS SLOPE 2 C801 C801 2 3 2 c2o1 c2o1 3. FROM STA. 7 +85.10 TO 8 +25.61 OF KOSSUTH STREET TRANSITION FROM CROSS SLOPE c8o1 4 TO INVERTED CROWN WITH CURB c8o1 til w Zw Z � C.D � 0 I CV CD G 7 cnj O I Z >G W N U J w IW U Of I O 1 +001 1 2+ ' F3 Ry/W CD c i 55' PARTI L I /W Sheet FOUND SURFA ) 852 83< N N o� Y C801 1 -4 0 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO C801 6 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. Q C801 8 Sidewalk Ramp For Handicapped Detail o O 'O 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN 19' 11 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 0 C301 SAFETY. W a IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY V F -F z t 4. 838 CD 0 + O Q 3 U 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY � 851 C w ]L 849 w 1 +001 1 2+ ' F3 Ry/W CD c i 55' PARTI L I /W 614 612 II I I 611 %1. 1 N Villag Nest( I i y -�\ 613 SEC ION 51 615 J PROFILE GRADE LINE - - - - - + 8 U N EDGE OF _ o TSBURY 3 +00 3 +04.84PT 3 +38 RH STTE BURY4 +00 STREET 4483 LO BEET + - PROFILE GRADE LINE 616 622 1 0 M 623 I I 617 I X I N Villa st it 51 11 624 11 111 i i i i i i i NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. - BLOC-! "B» COMMONS ILE GRAD LINE IV N O cn 0 r 1 PROFILE GRADE LINE ,000 160. Sheet �1GJL � 1GJ.L�l�s �® Jl J�iD� 0 DRAWN BY: C801 1 -4 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO C801 6 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. T: \1k \1238 \8002A \dwgs \C201.dwg C801 8 Sidewalk Ramp For Handicapped Detail o C801 'O 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN C801 11 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 0 C301 SAFETY. i 0 N3. a IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY V Chariback Curb Without Cutter Detail ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. t 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. All Streets to be 28' F -F in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. � Q 3 U 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY � MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS C UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE ]L UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED w PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE z MATERIAL ABOVE THE SUBGRADE) PLUS 1-0-. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 614 612 II I I 611 %1. 1 N Villag Nest( I i y -�\ 613 SEC ION 51 615 J PROFILE GRADE LINE - - - - - + 8 U N EDGE OF _ o TSBURY 3 +00 3 +04.84PT 3 +38 RH STTE BURY4 +00 STREET 4483 LO BEET + - PROFILE GRADE LINE 616 622 1 0 M 623 I I 617 I X I N Villa st it 51 11 624 11 111 i i i i i i i NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. - BLOC-! "B» COMMONS ILE GRAD LINE IV N O cn 0 r 1 PROFILE GRADE LINE ,000 160. s � z C-) E V V 101 Nc 111 n1-Z�� IBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 It n of RANFAry 1 2 8' _ 1 1 1 U 11 I I F F PROFILE GRADE LINE 50' R/W I � CT � I vo rn �' � r n � O° r ell r1n zt M D N N N N N N EXISTING Village of W stCla 9 Y \� - - -- -- -C - -� 45 +00 _ 44 +00 43 +00 TREATY LINE STREET I STREET PLAN 0 V- I o W x W a� U 01 Lid + M��J- - bo 0 -- -- PRIVATE - co m I N W _ I C C4 fV O Cp Ln XISTING m I m -_'Village. of West lay -- = E 1- = -- - -_T - - - -- TREATY LINE STREET SCALE: 1"=50 RHETTSBURY STREET ALLEY I KOSSUTH STREET ALLEY 920 HIGH POINT ELEV = 904.80 920 HIGH POINT STA = 7 +85.40 PVI STA = 8 +00 PVI ELEV = 905.09 915 I � I 7500' �� 915 LOW POINT ELEV = 901.02 LOW POINT STA = 9 +92.45 PVI STA = 10 +01.00 0 Lq 00 w^ PVI ELEV = 900.84 ° N o 910 co o �_ 5 °.00' Vc � o ± °' 910 rn I I O � N n N oo r7 rh � r7 r7 I I + o 00 _ O M W o_� _> + CV O W cn II II + rn rn cfl 00 rn °� U > > m � M rn �- N r) r\ II > W m w II II 11 II o+ o M p 11 > W II II II II II II j w Q > > > w (n Q J J O N W � W J Q W Q J 5; U (o n N m 905 1 W Cl- CIO 905 CD -1.15% O `i' 2% 1.11 00 - 0.76% - - - - 00 _ - -- -� -- _ _ -- - - - - - -- - - - - - -- -- 900 2 - - --- -1.20q -- 2Tq - -- ------------------------------------ --------- -- - --- - _ 1.04% 900 II - EX. SSD '*110 U I 8 WATERMAIN 12" RCP EX. 18" RCP I INV. 899.51 12" RCP EX. 12 RCP INV- 898.17 895 INV - 897.31 � INV -8 8.16 Z 895 8" WATERMAIN _ INV - 896.91 Lo I 12" RCP INV. 896.5± I o U-i 0c; INV- 898.04 w m °O Q cn 00 z EX. 8" PVC I 890 w Q I INV- 892.8± 890 cn I� J __j Y 75 ¢ o z 0 0O z z z cn I w CD ° ~ J w I U C° o cn �- Z 00 U x m L� 885 0 z m 885 C J Z Q:f W (n Cn U CD 0 (n [-- I- W W 0 O¢ I ¢ o z0 I w v o r7 rn �, J W LLJ O 00 m W ° W N 0O O 00 r7 r7 Z CD CD � `� CD w Ii + 4 � �' co r-7 r7 cn 880 ° +° + CD o �� o U o +lo I- O c) CD X 880 r7 W 07 W O7 d7 W O� W O� W z w CD _ _ _ � cD c0 cD co cD cD co co ° LO � 110 O � N 00 r- o r� N � 00 d co 00 00 o N � r- o M N o O 00 r- c0 � d M 00 O� rn N cl� O n 0 d 00 n 0� r� 00 n o r7 N 00 r_� LI? N O ^ d 00 10 17 O r- c0 Lr� n O N d (D 00 O N d cD r7 N cV CA O O r`� O O M N N r7 r) d d d d d r7 r� r7 r7 N N N N N cal N N N rry rM 11' d' CD O CD o 0 0 0 0 0 + o o M o 0 0 0 0 0 0 CD CD CD CD 0 CD 0 0 0 CD CD 0 CD CD CD CD 0 0 0 0 o O O o o O o O o CD CD rn rn M rn rn rn rn M rn r7 rn rn co rn rn M rn rn M rn rn rn rn rn rn rn rn rn rn rn rn M rn rn rn rn rn M M rn rn M rn M rn rn M M rn 0) rn 1 +00 2 +00 3 +00 4 +00 10 +96.47 10 +70 10 +00 9 +45.79 9 +00 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1 +46.53 1 +00 TE STREET PROFILE - -- SCALE: »_ Existing Grade New Grade VERT.: 1 -5 0 o � �o = 0 w w � � J O N o w UJ Q J o Q w�� o U H � z o a N Z J =� Q J � o 0 p o 0 oc -HQ- Ln i}-CD CJUJUQ d � CL N 4, o nNwo"i s� �a�- 0 U cD CO ri N u7 N (nom � N N\ O N M V\ n 0 (n�,jUUr'U om o w = PILL III/ \���0 •G \5 TE,, • "��j� 11012161 W= STATE OF '•�NDIANP' �? /11111111111111 DATE 03/27/2013 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2013) lf%bl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Sheet Detail Number Descri tian F DRAWN BY: C801 1 -4 Street Cross Section Details O C801 6 Concrete Sidewalk Detail T: \1k \1238 \8002A \dwgs \C201.dwg C801 8 Sidewalk Ramp For Handicapped Detail o C801 9 1 Chairback Curb and Gutter Detail rye C801 11 Pipe Underdrain Detail C301 1 Intersection /Alley Details a C801 15 Chariback Curb Without Cutter Detail z O a � z C) All Streets to be 28' F -F in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. s � z C-) E V V 101 Nc 111 n1-Z�� IBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 It n of RANFAry 1 2 8' _ 1 1 1 U 11 I I F F PROFILE GRADE LINE 50' R/W I � CT � I vo rn �' � r n � O° r ell r1n zt M D N N N N N N EXISTING Village of W stCla 9 Y \� - - -- -- -C - -� 45 +00 _ 44 +00 43 +00 TREATY LINE STREET I STREET PLAN 0 V- I o W x W a� U 01 Lid + M��J- - bo 0 -- -- PRIVATE - co m I N W _ I C C4 fV O Cp Ln XISTING m I m -_'Village. of West lay -- = E 1- = -- - -_T - - - -- TREATY LINE STREET SCALE: 1"=50 RHETTSBURY STREET ALLEY I KOSSUTH STREET ALLEY 920 HIGH POINT ELEV = 904.80 920 HIGH POINT STA = 7 +85.40 PVI STA = 8 +00 PVI ELEV = 905.09 915 I � I 7500' �� 915 LOW POINT ELEV = 901.02 LOW POINT STA = 9 +92.45 PVI STA = 10 +01.00 0 Lq 00 w^ PVI ELEV = 900.84 ° N o 910 co o �_ 5 °.00' Vc � o ± °' 910 rn I I O � N n N oo r7 rh � r7 r7 I I + o 00 _ O M W o_� _> + CV O W cn II II + rn rn cfl 00 rn °� U > > m � M rn �- N r) r\ II > W m w II II 11 II o+ o M p 11 > W II II II II II II j w Q > > > w (n Q J J O N W � W J Q W Q J 5; U (o n N m 905 1 W Cl- CIO 905 CD -1.15% O `i' 2% 1.11 00 - 0.76% - - - - 00 _ - -- -� -- _ _ -- - - - - - -- - - - - - -- -- 900 2 - - --- -1.20q -- 2Tq - -- ------------------------------------ --------- -- - --- - _ 1.04% 900 II - EX. SSD '*110 U I 8 WATERMAIN 12" RCP EX. 18" RCP I INV. 899.51 12" RCP EX. 12 RCP INV- 898.17 895 INV - 897.31 � INV -8 8.16 Z 895 8" WATERMAIN _ INV - 896.91 Lo I 12" RCP INV. 896.5± I o U-i 0c; INV- 898.04 w m °O Q cn 00 z EX. 8" PVC I 890 w Q I INV- 892.8± 890 cn I� J __j Y 75 ¢ o z 0 0O z z z cn I w CD ° ~ J w I U C° o cn �- Z 00 U x m L� 885 0 z m 885 C J Z Q:f W (n Cn U CD 0 (n [-- I- W W 0 O¢ I ¢ o z0 I w v o r7 rn �, J W LLJ O 00 m W ° W N 0O O 00 r7 r7 Z CD CD � `� CD w Ii + 4 � �' co r-7 r7 cn 880 ° +° + CD o �� o U o +lo I- O c) CD X 880 r7 W 07 W O7 d7 W O� W O� W z w CD _ _ _ � cD c0 cD co cD cD co co ° LO � 110 O � N 00 r- o r� N � 00 d co 00 00 o N � r- o M N o O 00 r- c0 � d M 00 O� rn N cl� O n 0 d 00 n 0� r� 00 n o r7 N 00 r_� LI? N O ^ d 00 10 17 O r- c0 Lr� n O N d (D 00 O N d cD r7 N cV CA O O r`� O O M N N r7 r) d d d d d r7 r� r7 r7 N N N N N cal N N N rry rM 11' d' CD O CD o 0 0 0 0 0 + o o M o 0 0 0 0 0 0 CD CD CD CD 0 CD 0 0 0 CD CD 0 CD CD CD CD 0 0 0 0 o O O o o O o O o CD CD rn rn M rn rn rn rn M rn r7 rn rn co rn rn M rn rn M rn rn rn rn rn rn rn rn rn rn rn rn M rn rn rn rn rn M M rn rn M rn M rn rn M M rn 0) rn 1 +00 2 +00 3 +00 4 +00 10 +96.47 10 +70 10 +00 9 +45.79 9 +00 8 +00 7 +00 6 +00 5 +00 4 +00 3 +00 2 +00 1 +46.53 1 +00 TE STREET PROFILE - -- SCALE: »_ Existing Grade New Grade VERT.: 1 -5 0 o � �o = 0 w w � � J O N o w UJ Q J o Q w�� o U H � z o a N Z J =� Q J � o 0 p o 0 oc -HQ- Ln i}-CD CJUJUQ d � CL N 4, o nNwo"i s� �a�- 0 U cD CO ri N u7 N (nom � N N\ O N M V\ n 0 (n�,jUUr'U om o w = PILL III/ \���0 •G \5 TE,, • "��j� 11012161 W= STATE OF '•�NDIANP' �? /11111111111111 DATE 03/27/2013 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2013) lf%bl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC O STREET PLAN & PROFILE DRAWING FILES: T: \1k \1238 \8002A \dwgs \C201.dwg SHEET NO.: (C2(gn � o � O W Q) cc z a Z z O a � z C) O � Q � w z r____I DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: T: \1k \1238 \8002A \dwgs \C201.dwg SHEET NO.: (C2(gn