Loading...
HomeMy WebLinkAbout06070008.38I IL [a N N 1.5' (T1'P.) STR -11 STRUCTURE BY OTHERS 24" NYLOPLAST IN -LINE DRAIN (ALL 24• RISERS) STR -10 STRUCTURE BY OTHERS STORAGE VOLUME REQUIRED: 10000 CU FT STORAGE VOLUME PROVIDED: 10030 CU FT NOT* 1*FOOENSIONB FEV. DESCRIPTION BY MMA]QKY CHKD ARE t 112 FOOT. ADVANCED DRAINAGE SYSTEMS, INC. ("ADS-) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROMDED TO ADS. THIS Dlk DET /RET SYSTEM DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORI M ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DEWLS 4840TRUE:MAN BLVD PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, THE DESIGN ENGINEER SHALL HILLIARD. 0140 430M REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. R 6 THE DESIGN ENGINEERS RESPONSIRLILY TO ENSURE THE DETAILS • NTS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DRAW NG NUMBER: Al owOM SWIM � OF DETAILS PROVIDED HEREW ARE ACCEPTABLE FOR THIS PROJECT. I NOTES: I 1 ALL REFS TO CLASS 1 OR II MATERIAL ARE PER ASTM D2321 'STANDARD PRACTICE FOR RENCES UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS ", LATEST EDITION. 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFLL MATERIAL S. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGLNEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100rnm) FOR 4 " -24" (100mm- 600mm); 6" (15Onrn) FOR 300•60" (75On>InrMmm). 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 8. MINIMUM COVER: MINIMUM COVER OVERALL RETENTION/DETENTION SYSTEMS IN NOWTRAFFIC NOMINAL NOMINAL TYPICAL TYPICAL TYPICAL SIDE H H DIAMETER O.D. SPACING "S" SPACING "C" WALL x (NON - TRAFFIC) (TRAFFIC) 1r 14.5` 11" 25.4' 8" 120 IT (300 MM) (366 MM) (279 MM) (845 MM) (203 MM) (292 MM) (292 MM) 15" 18- 12' 280 8' 12- IT (375 MM) (457 MM) (292 MM) (734 MM) (203 MM) (292 MM) (282 MM) 18' 21 • 13" 33.9" 9" 12- 12 (460 MM) (533 MM) (330 MM) (862 MM) (229 MM) (292 MM) (292 MM) 24" 28" 13' 40.7• 10• 12' IT (600 MM) (711 MM) (330 MM) (1094 MM) (254 MM) (292 MM) (292 MM) 30" 36' 18• 53.10 16- 12• IT (750 MM) (914 MM) (457 MM) (1347 MM) (457 MM) (292 MM) (292 MM) -3' - " 2r 63' 18- 12• 1r 800 36" (559 MM) (1600 MM) (457 MM) (292 MM) (292 MM) 4 F(121 24• 71.9' 18• 1r 24- (105 CL (610 MM) (1826 MM) (457 MM) (292 MM) (610 MM) 46 00. 25• 78.5" 18- 12' 24- (1200 MM) (1372 MM) (635 MM) (1984 MM) (457 MM) (292 MM) (610 MM) 60' 67' 24' 80' 16- 12- 24- (1500 MM) (1702 MM) (610 MM) (2286 MM) (457 MM) (292 MM) (610 MM) APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12' FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12' UPTO 36' DIAMETER PIPE AND 24" OF COVER FOR 42- 60' DIAMETER PIPE. MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 0MY AM, W. mv. DESCRIPTION BY MMIDDIYY CHKD ADVANCED DRAINAGE SYSTEMS, INC. ( -ADS-) HAS PREPARED THIS DETAIL EIAgD ON INFORMATION PROVIDED TO ADS. THIS 36' DI&- DET /RET SYSTEM AWM DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS WAS NOT PERFORMED ANY ENGINEERING OR DESIGN 0725.00 SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PZN)fl00D PPAPI BIONAI 011 E 4640 TRUEMAN BLVD .. PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPE]dFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL CJRI�ti • HILLIIARD, 0140 43029 REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. R 5 THE DESIGN ENGINEERS RESPONSIMUTY TO ENSURE THE DETAILS NTS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL. STATE. OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE A■M M O SHrU , ML DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. DRAWING NUMBER: 80433_1 _2 2 OF 2 #5 RI i INSTALL 20 LFT UNDERDRAIN 0 0 I I , 11) cN - TALL 2D LFT )ERDRAIN 3' -0" INLET TYPE RRLRR EAST JORDON IRONWORKS MODEL V -8501 CASTING 6" PVC PIPE I) I �W/ 4 X 4 X 6 WELODED WPREO FABRIC 06 CLEANOUT FOR HARD SURFACE INSTALLATIONS 1i SEC IION CLEANOUT TYPE II GL� 79O \�Q EXISTING OUTLET PIPE TO BE GROUTED INTO INV. = 841.18 TE: 1/8 BEND TO BE ;TALLED AT THIS POINT EN 90 DEFLECTION LATERAL IS REQUIRED a 8 PLAN (NOT TO SCALE) 02 23 5/8" 23 5 8" 4 -+I $4�-� 2 � 1/8" ! U, I II FLANGE REMOVED FOR R -3571 A 19" 94„ r -� 22 1/4" 31 3/16" 29 11 NEENAH R -3405 PAVEMENT TYPE CASTING DIMENSIONS I DIA MIN A C D E K R1 R2 WIGHT 12" 2" 5" 4' -3" 6' -2. 2' -0' 1.3' 10 1/8' 9" 800 2 1 +' 7" _ 6' -3' 2' -6" 1.5' 12 1/2' 11" 1100 21/2" 11' 4' -1" 6' -2' 3' -0" 1.8' 2 3/4' 11" 3'- " 6- 3' -6" 2.1' is 1 13" 1 500 ¢" 3" 11'-0"12'-8' 6' -3. 4' -0" 2.3' 1s 3 16" 14" 1800 27" 31/4'1'- 1"2'- 5'6'- 3'4' -6" 2.6' 16916" 1412' 2100 30" 3 1/2 1' -2' 1' -10 6' -3' 5' -O' 2.9' 16 1 ° 15" 2400 33" 3 3/ +1' -3' - " 8' -3. 5' -6" .1' +• 171 41 0 36" 4" 1' -5' -1" 8' -3' 6' -0" 3.4' F U rn V , 12" i OC (MAX.) 3/4" HOOK j BOLTS I Igl W I PLAN VIEW 1- GROOVED END ON OUTLET END SECTION 1 SECTION A -IA TONGUE END ON INLET END SECTION CONCRETE TOE ANCHOR 0 -- C B III I - - T 1 1/2- R SECTION B -B SECTION C -C 05 CONCRETE END SECTION 45 °WYE 01 1 (6) - 4" 0 STL POST 7' LG, 3'- ] W/ FRAME STYLE W BURIAL DEPTH, FILLED WITH 0 LIP FOR MOUNTING 6" CONC. GROUT INTO PLACE.) CONCRETE CURB 12" _LEV. = 844.00 � /8" CONC. BLOCK W/ BRICK TO MATCH BUILDING ABOVE GRADE SEE PVM'T---\ DETAIL 0 CONC. PAD FIN tO GRADE 12 CONC. NORMAL POOL OF DETENTION POND , I BLOCK ELEV. 841.18 - _ BELOW GRADE t LL z z 841.1a 4„ o ELEV. - 838.68 i7 V S /F DETENTION POND OUTLET STRUCTURE 20 SECTION "A' 09 TRASH PAD DETAIL W /CONCRETE BLOCK WALL & BRICK FASCIA NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER GTY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS, SPECIFICATIONS AND MADE SERVICEABLE SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAIO CRITERIA. io REACTION PAD 6" CONC. 6X6 -6/6 WWF 8 2' -0" -- - W � Nn U � a °! �a 0 e m 0 W Q a Lu O a DATE DESCRIPTION I FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW O W CITY REVIEW mo C� W Lu a. -06 -DB RIL U) DATE DESCRIPTION CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDLANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 De Boy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJ ECT NO.: 2006 -0065 clomi 0 F 25 PRO,ECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG: C10.1 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE Monder October 06, 2008 9:41:00 AM 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -DB CITY REVIEW W U_ LL. L z 0 w Q Z O W r^ v, Of U) F U rn V , Q W CL Q W LL < J 00. � W z z 0- V 0 TZ 0 z 3: LO O Z Ill') z W CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDLANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 De Boy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP DRAWN: CLH / RCB CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJ ECT NO.: 2006 -0065 clomi 0 F 25 PRO,ECT:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGINEERING \DRAWINGS DWG: C10.1 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE Monder October 06, 2008 9:41:00 AM