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HomeMy WebLinkAboutC620 - Site Utility Details - SU2.2SLOPE LAP 6" 4 OZ./SYD. GEOTEXTILE 6" PERFORATED PIPE #8 WASHED AGGREGATE UNDERDRAIN - DETAIL E 1 1/2" = 1'-0" 8" M I N . VA R I E S 1" 1'-0" SLOPE SEE LANDSCAPE PLANS PIPE CAP - DETAIL F NO SCALE 1'-0"1'-0" PIPE REMOVAL LIMIT LEAN CONCRETE EXISTING PIPE MECHANICAL PLUG NYLOPLAST STRUCTURE - DETAIL C NO SCALE FOR PIPE LOCATED IN AND WITHIN 5' OF PAVED AREAS NOTES: FOR PIPE LOCATED IN GRASSED AREAS NO SCALE SANITARY SEWER PVC PIPE TRENCH - DETAIL H "B" BORROW (INDOT SPEC.) OR EQUIVALENT GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY #8 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE HAND TAMPED OR WALKED INTO PLACE 1.ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2.A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. BEDDING SEE TABLE 12" MIN. O.D.PIPE SIZE UP TO 15" 18" AND OVER BEDDING BELOW THE PIPE BARREL OD/4 MIN. = 4" OD/4 MAX = 8" MIN. 1.25 O.D.+12"REGULAR BACKFILL - GREATER THAN 5' FROM EDGE OF PAVEMENT COMPACTED TO 90% MIN. 6" TOPSOIL IN NON-PAVED AREAS PAVEMENT SECTION 6" 6"6" END VIEW 6" 5' MIN. 18 " M I N . SECTION VIEW WATER LINE STORM SEWER / WATER LINE CROSSING - DETAIL G NO SCALE STORM SEWER MUST EXTEND TO UNDISTURBED SOIL CONCRETE ENCASEMENT REQUIRED IF VERTICAL PIPE CLEARANCE IS LESS THAN 18". 5' MIN. VA R I E S 16 " M I N . 12" TO 15""A" PIPE SIZE 24" X 24" STRUCTURE SIZING CHART "F"30" X 30" "M"24" X 36" 1" = 1'-0" STORM INLET - DETAIL B INSIDE DIMENSIONS INLET TYPE 8" 6" CLASS "A" PRECAST REINFORCED CONCRETE BOX SEE STRUCTURE DATA TABLE FOR PIPE SIZE AND INVERT ELEV. INSIDE DIMENSION * SEE SIZING CHART ABOVE SEE STRUCTURE DATA TABLE FOR CASTING TYPE AND ELEVATION BASE SET ON 6" OF #8 OR #2 STONE COMPACTED SUBGRADE IN S I D E D I M E N S I O N * S E E S I Z I N G C H A R T A B O V E MAX. NUMBER OF SIDES OF THE INLET WITH PIPES 3 18" TO 24" 315" TO 18" 3 NOTES: 1.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS". 2.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE. REV E7001-110-191DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 04-03-06DATE EBCDRAWN BY 03-14-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. ©2013 NYLOPLAST SEE STRUCTURE DATA TABLE FOR CASTING TYPE AND ELEVATIONFINISH GRADE ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PRECAST CONCRETE ADJUSTING RINGS AS NEEDED (12" OF RINGS MAX.) ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. 48" DIA.5" 16 " TY P . PRECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D. + 6" W/ NON SHRINK CEMENT GROUT BENCHWALLS AT MIN. 1/2" PER FOOT SLOPE. BENCHWALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. MANHOLE BASE SET ON 6" OF #8 OR #2 STONECOMPACTED SUBGRADE PLASTIC ENCAPSULATED STEEL MANHOLE STEPS O-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL AT JOINTS BASE 6" OR 8" PER SECTION 3" #4 BAR @ 12" o.c. EACH WAY (STEEL MESH AREA = 0.12 SQ. IN./SQ. FT.) STORM MANHOLE TYPE "C" - DETAIL A 1/2" = 1'-0" 24" DIA. SEE STRUCTURE DATA TABLE FOR PIPE SIZE AND INVERT ELEV. NOTES: 1.MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443. 2.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTE DRAINS TO WATERWAYS". 3.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE. SEE DETAIL A SEE DETAIL A KS100 ACO TRENCH DRAIN NO SCALE 6" (M I N . ) 5.12"6"6" CONCRETE ACO DRAIN KS100 CHANNEL COMPACTED SUBGRADE 6" (TYP.) #5 BARS AT 12"o.c. (TYP.) #5 BAR x CONT. (TYP.) EQ . VA R I E S - C O O R D I N A T E WI T H T R E N C H D R A I N SH O P D R A W I N G S ( T Y P . ) 4" 3" CL R . 3" CLR (TYP.) KS100 ACO TRENCH DRAIN - DETAIL D NO SCALE EQ . 1/2" EXPANSION JOINT MATERIAL WITH SEALANT (TYP.) 4,500 PSI CONCRETE ENCLOSURE SEE SITE UTILITY PLAN SHEETS SU1.1 & SU1.3 FOR GRATE TYPE. NO SCALE EXTERIOR CLEANOUT TYPE 1 - DETAIL J STORM SEWER (SIZE SHOWN ON PLANS) 3'-0" SQ. MIN. MIN. 1" CLEARANCE FROM TOP OF PVC CAP TO BOTTOM OF CASTING FINISHED GRADE EXPANSION JOINT MATERIAL (1) #4 EACH WAY #8 CRUSHED STONE 6" DIA. PVC RISER 6"x6"x6" PVC WYE 45° BEND TRACER WIRE CONCRETE CRADLE SPIGOT PLUG 10 " 3 1 / 2 " NEENAH R-1976 OR EJIW 1578, LETTERED WITH "STORM SEWER CLEANOUT NOTE: 1.CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE CLEANOUT RISER PIPE OR CAP. VA R I E S BMP STORMWATER QUALITY UNIT - DETAIL K NO SCALE 100% CONSTRUCTION DOCUMENTS COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT CONSULTANT KEY PLAN BUILDING "A" BUILDING "B" A B SOUTH SUPPORT BUILDING GREYHOUND ACTIVITIES CENTER 5201 E Main Street, Carmel, IN 46033 317-844-9961 PROJECT NUMBER: 222154.00 PROJECT ISSUE DATE: 7.26.2024 DRAWN BY: ARS 317.848.0966 350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204 PROJECT MANAGER: PMR 222154.00 CARMEL HIGH SCHOOL STADIUM GRANDSTAND RENOVATION PROJECT CARMEL CLAY SCHOOLS 2390 E. SMOKY ROW (HOME SIDE) 2450 E. SMOKY ROW (VISITOR SIDE) CARMEL, IN 46032 PLAN NORTH REV. NO.DESCRIPTION DATE 19700317 No. CITY SUBMITTAL 08-14-20241 SU2.2 SITE UTILITY DETAILS ADDENDUM NO. 2 08-23-20242 3 TAC COMMENTS 10-14-20243