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HomeMy WebLinkAbout40E m 0 00 U C > 0 9 MATCH EXISTING GRADE TOP OF BANK - NORTH DRY BASIN NORTH DRY BASIN OVERFLOW ELEV. - 861.0 PROFILE VIEW MATCH EXISTING GRADE MATCH EXISTING GRA NORTH AMERICAN GREEN SC250 CONTROL EROSION CO OL MATTING �1\ 3' OR WIDTH PER PLAN 3 1 3 TOPSOIL BACKFILL STRAIGHT CURB &GUTTER GRADE NEENAH TYPE CASTING T.C. NO. R-3010 18" REPLACE TOP 6" ASPHALT (MIN) WITH TOPSOIL #8 WASHED GRAVEL (INDOT STD. SPECS. 4" OR APPROVED EQUIV.) (MIN) TOP OF BANK - NORTH DRY BASIN i i NORTH DRY BASIN OVERFLOW ELEV. - 861 NOTE: SEE NORTH DRY BASIN FOR 4 SHAPED BOTTOM OR 4" OF # 8 WASHED GRAVEL BENEATH TILE PERFORATED SUBSURFACE TILE SWALE UNDERDRAIN DETAIL 10 C805 Figure 503-01 Ir' FOR NORTH DRY BASIN I OVERALL LAYOUT AND ELEVATIONS. CROSS SECTION VIEW NORTH DRY BASIN OVERFLOW WEIR DETAIL „ NO SCALE C805 00 00 00 00 00 00 00 �� 00 00 - D. - �" 4: 00 24" OPENING :o e 24"x24 ° ° - DD- D � I Ww Q QFn :a Q of I I - � 2 > I I � °° e e ° pD A p p ep p p v e p p A A ve p e D e a a v e p p STANDARD REINFORCED CONC. BASE W/ 6" CRUSHED STONE ** PRECAST INLETS SHALL BE CONSIDERED ACCEPTABLE ALTERNATIVE IF APPROVED BY THE CITY OF CARMEL ENGINEERING. STRAIGHT CURB 6 INLET DETAIL C805 01300 JEW know what's below. I ❑0000❑ oa0000 1313 0OO ' 13013131313 Ca before you dig. 0000 STORM MANHOLE NEENAH TYPE CASTING T.C.-� No. 1772-A 24 OPENING V. I I i I � I a I I B 6" "8" BORROW STANDARD REINFORCED CONIC. BASE DIMENSIONS INCHES A MAX B (I.D.) C (MIN) 12 3618 (MIN) 15 36 21 18 48 25 2, 1 48 28 24 48 31 27 60 34 O 60 38 33 60 41 36 60 44 42 6050 11 STORM MANHOLE DETAIL none STORM MANHOLE STORM MANHOLE NEENAH TYPE CASTING NEENAH TYPE CASTING BEEHIVE INLET NO. R-3433 (OR EJIW 5230) NO. R-3405 OR APPROVED EQUAL GRADE NEENAH TYPE CASTING ASPHALT ASPHALT C ASPHALT T.C. No. R-4342 T.C. OR APPROVED EQUAL No. 2 26" 24" �. :e. 4" MIN / /STONE ` l OPENING .' .' OPENING " 00 ° p•' 24" ::•;: - RISER RING • a •.. 00 2'-0" MIN - OPENING DIMENSIONS (INCHES) ° / o= A c ' • 24"x24" B BEEHIVE INLET (MAX) AX LD. (MIN) • X - I _c C W Q pC 12 36 • 15 36 21 ••, v a of 18 48 25 21 48 28 m Ns I ` • ' moo \ 24 48 31 < a oo 34 27 60 I 0 0 l B I <FL - 38 30 60 I 33 60 : oo GRADE 36 60T.0 42 60 6" .i ; s • 6" 41A :.• . nL,s .. ,�.,,5:,-•1T .. --�:•<'-�'' 4e :" t•'::: •:;- `�"<':: «,•;rti^:ice ...::i. :4 •i= ...;::. moi: .'_- ;r:•;ti =:'=_ ,s,:ti.f,�:: - •- .:r.��:=r-� �.. ;:�`y'.. RNFORCED 6" "B" BORROW J W/ 6"ARD CRUSH�EDSTONE CONIC. BASE STANDARD REINFORCED CONC. BASE SPECIAL DOUBLE PAVED AREA INLET DETAIL ,2 NO SCALE C805 I zl-------1 f- �I I Y a1 I PIPE I CONCRETE Q R? ° a.1 CULVERT CULVERT I END SECTION -P XI I W I N <I IQI I COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS Y PLAN VIEW SLOPE DETAIL Grooved end on outlet end tongue end on inlet end D A Q I ri a 0 0 9" a Groove (or tongue) to be the same as on standard - reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE �- LONGITUDINAL SECTION SANITARY OR STORM SEWER TYPICAL UTILITY CROSSING cos in 1 1 /2"r SECTION Y -Y 12"CtoC MAX.SPACING HOOK e BOLTS :.:.::• ,.: o Q-• CV CLASS 'A' , CONCRETE I E+2T I SECTION A -A CONCRETE PIPE TOE ANCHOR T.C. STORM MANHOLE NEENAH TYPE CASTING NO. R-3405 OR APPROVED EQUAL r - ASPHALT ° 24" .'D.v'.' OPENING :aa"A � PAVED AREA INLET SQUARE STORM STR. 7 ALTERNATE CASTINGS C805 PAVEMENT Oo O o o o o °O•o°O•o°O•o°O• O• o° O• p° O• o° O• o o° O• o° 0.0 . .o° O o° O. o.. 0.. 0. PEE GRAVEL o / BACKFILL a ,oo.oo.ao. \�\��•�°°oma°°e'°�•� �\`' I ��/i o°o•o o•� o•o°o• /�� CV \\ \ 0.0 °O . p °O .o °O • o �\ \\%/// o `° • o °O c °O o °o \ O • o °O • o °O . o °O • o o °O . o °O . o °O . o °O . /\\/\ D.0 °O • o °o • o °O o °°0 .0 ° ° 0. \\r\ o '0.0' 0. o • • 100. Z O . p ° O o o °Oo °o • C:) 0° °Oo o° O. 4" 4" (MIN (MIN PIPE UNDERDRAIN $ C805 IN PARKING LOTS GRADE (NEW OR EXISTING) VARIES _ I -1 I I=1 I I11 Mq � S�oPE _III -I 11 I scOA MPX 31 -III , � I I1 I =_ I- 1�-1111�i11 III Iil_II��IIII-��1 -ISI TYPICAL SWALE SECTION 9 C805 PRECAST CONCRETE END SECTION 13 C805 GRADE qEW OR EXISTING) IFr ..e.......a.....°. .- Q........e••••e• •• OPENING :a::A CURB INLET STRAIGHT CURB & GUTTER NEENAH TYPE CASTING NO. R-3010 OR APPROVED EQUAL ASPHALT GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 All T. T.C. OR APPROVED EQUAL i�l I I��I �I�, e :e . 4" MIN :ti::::► 24" >: - RISER RING 00 f OPENING :a::A BEEHIVE INLET ...R........e....e.... OPENING PAVED AREA INLET STORM MANHOLE NEENAH TYPE CASTING NO. R-3433 (OR EJIW 5230) ASPHALT CIRCULAR STORM STR. ALTERNATE CASTINGS 5 C805 as �sl■�:i�ll®I AARIL REMOVABLE TRASH RACK IS OPTIONAL 3 FOR EASE IN MAINTENANCE. WELDED TO CMP RISER30 CMP AN PLATE RISER PIPE TOP ELEV=857.50 141 1" DIA. HOLES-INV=856.5 4 1" DIA. HOLES-INV=856.0 ° ° 4 1" DIA. HOLES-INV=855.5 0 0 4 1" DIA. HOLES-INV=855.0 0 0 18" RCP BOTTOM OF BASIN o o INV=855.00 OUTLET PIPE #5 STONE \/\\ •° .. / \\\\\/ 3' MIN. I �\ CONIC. ANCHOR BLOCK slow OUTLET CONTROL STRUCTURE #621 2 NOT TO SCALE C805 REMOVABLE TRASH RACK IS OPTIONAL 3 /\\//\\//\\/ FOR EASE IN MAINTENANCE. WELDED TO CMP RISER 24" CMP ANTI -VORTEX PLATE RISER PIPE TOP ELEV=853.36 181 1" DIA. HOLES-INV=853.0 ° ° 5 1" DIA. HOLES-INV=852.5 5 1" DIA. HOLES-INV=852.015 5 1" DIA. HOLES-INV=851.5 o ° INV -851.50 OUTLETPPIPE BOTTOM OF BASIN _ - d #5 STONE MIN. I /i CONC. ANCHOR BLOCK \ 3 OUTLET CONTROL STRUCTURE #605 3 NOT TO SCALE C805 W Lu � z a- CD a- CD in aZ W Z U CD LU U S W J � U U 0 vj\o opo V0 C" 5 0 0 W N \\\\\\\��Yp\\\\\�1I11IIIIIII►lll�jy,,/��,,Q,,,///// ��� �`:•G�S TE7�i'`�/iii F 890258 0 STATE OF : r= �°'j�48 AL-��``O`, �"Ilinu►nnIIIIII DATE: 12/18/09 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE NTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATON, 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. (2009) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROD DIMENSIONS END SECTIONS OF CONCRETE FOR ROUND PIPE C1,2 V1 � d DIA (MIN) A C D E K RI RR� L APPROX. WEIGHT 12" 2" 5" 4'-3" 6'-2" 2'-0" 1.3 10 1 8" 9" 800 15" 2 1/4" 7" 4'-0" 6'-3" 2'-6" 1.5 12 1/2" 11 1,100 18" 2 1/2" 11" 4'-1" 6'-2" 3'-0" 1.8 15 1/2* 12" 1,300 21" 2 3/4" 11" 3'-6" 6'-3" 3'-6" 2.1 16 1/8' 13" 1,500 24" 1 3" 1'-0" 2'-8" 6'-3" 4'-0" 1 2.3_16 3/16- 14" 1,800 27" 13 1/4" V-1" 2'-5" 6'-3" 4'-6" 2.6 18 1/2' 14 1/2" 2,100 30" 13 1/2" 1'-2" V-10" 6'-3" 5'-0" 2.9 18 3/16 15" 2,400 33" 3 3/4" 1'-3" 3'-6" 8'-3" 5'-6" 3.1 18 1/2" 17 1/2" 4,100 36" 4" V-5" 1 3'-1" 8'-3" 6'-0" 3.4 123 3/4-120.1 4,200 TOLERANCE +/- 1" T.C. STORM MANHOLE NEENAH TYPE CASTING NO. R-3405 OR APPROVED EQUAL r - ASPHALT ° 24" .'D.v'.' OPENING :aa"A � PAVED AREA INLET SQUARE STORM STR. 7 ALTERNATE CASTINGS C805 PAVEMENT Oo O o o o o °O•o°O•o°O•o°O• O• o° O• p° O• o° O• o o° O• o° 0.0 . .o° O o° O. o.. 0.. 0. PEE GRAVEL o / BACKFILL a ,oo.oo.ao. \�\��•�°°oma°°e'°�•� �\`' I ��/i o°o•o o•� o•o°o• /�� CV \\ \ 0.0 °O . p °O .o °O • o �\ \\%/// o `° • o °O c °O o °o \ O • o °O • o °O . o °O • o o °O . o °O . o °O . o °O . /\\/\ D.0 °O • o °o • o °O o °°0 .0 ° ° 0. \\r\ o '0.0' 0. o • • 100. Z O . p ° O o o °Oo °o • C:) 0° °Oo o° O. 4" 4" (MIN (MIN PIPE UNDERDRAIN $ C805 IN PARKING LOTS GRADE (NEW OR EXISTING) VARIES _ I -1 I I=1 I I11 Mq � S�oPE _III -I 11 I scOA MPX 31 -III , � I I1 I =_ I- 1�-1111�i11 III Iil_II��IIII-��1 -ISI TYPICAL SWALE SECTION 9 C805 PRECAST CONCRETE END SECTION 13 C805 GRADE qEW OR EXISTING) IFr ..e.......a.....°. .- Q........e••••e• •• OPENING :a::A CURB INLET STRAIGHT CURB & GUTTER NEENAH TYPE CASTING NO. R-3010 OR APPROVED EQUAL ASPHALT GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 All T. T.C. OR APPROVED EQUAL i�l I I��I �I�, e :e . 4" MIN :ti::::► 24" >: - RISER RING 00 f OPENING :a::A BEEHIVE INLET ...R........e....e.... OPENING PAVED AREA INLET STORM MANHOLE NEENAH TYPE CASTING NO. R-3433 (OR EJIW 5230) ASPHALT CIRCULAR STORM STR. ALTERNATE CASTINGS 5 C805 as �sl■�:i�ll®I AARIL REMOVABLE TRASH RACK IS OPTIONAL 3 FOR EASE IN MAINTENANCE. WELDED TO CMP RISER30 CMP AN PLATE RISER PIPE TOP ELEV=857.50 141 1" DIA. HOLES-INV=856.5 4 1" DIA. HOLES-INV=856.0 ° ° 4 1" DIA. HOLES-INV=855.5 0 0 4 1" DIA. HOLES-INV=855.0 0 0 18" RCP BOTTOM OF BASIN o o INV=855.00 OUTLET PIPE #5 STONE \/\\ •° .. / \\\\\/ 3' MIN. I �\ CONIC. ANCHOR BLOCK slow OUTLET CONTROL STRUCTURE #621 2 NOT TO SCALE C805 REMOVABLE TRASH RACK IS OPTIONAL 3 /\\//\\//\\/ FOR EASE IN MAINTENANCE. WELDED TO CMP RISER 24" CMP ANTI -VORTEX PLATE RISER PIPE TOP ELEV=853.36 181 1" DIA. HOLES-INV=853.0 ° ° 5 1" DIA. HOLES-INV=852.5 5 1" DIA. HOLES-INV=852.015 5 1" DIA. HOLES-INV=851.5 o ° INV -851.50 OUTLETPPIPE BOTTOM OF BASIN _ - d #5 STONE MIN. I /i CONC. ANCHOR BLOCK \ 3 OUTLET CONTROL STRUCTURE #605 3 NOT TO SCALE C805 W Lu � z a- CD a- CD in aZ W Z U CD LU U S W J � U U 0 vj\o opo V0 C" 5 0 0 W N \\\\\\\��Yp\\\\\�1I11IIIIIII►lll�jy,,/��,,Q,,,///// ��� �`:•G�S TE7�i'`�/iii F 890258 0 STATE OF : r= �°'j�48 AL-��``O`, �"Ilinu►nnIIIIII DATE: 12/18/09 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE NTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATON, 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. (2009) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROD 12/18/09 4477.004 C1,2 V1 � d DCC 0 z SITE DETAILS DRAWING FILES: T:\4k\4477\004\dwgs\CB03-C805.dwg E-+ E- XREF: F:\TSC-C3D\13locks\SIG-DA5.dwg z A I -J (C O Q z E- E- P Get a Z E- W O P..' (� A Q W O 6 1�D - W U O � -E E- - E - DATE= PROD 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE DETAILS DRAWING FILES: T:\4k\4477\004\dwgs\CB03-C805.dwg XREF: T:\4k\4477\004\dwgs\Title1.dwg XREF: F:\TSC-C3D\Blocks\Seal-das.dwg XREF: F:\TSC-C3D\13locks\SIG-DA5.dwg XREF: T:\6k\6366\001\dwgs\XREF\grease Vap.dwg SHEET NO.: (C