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HomeMy WebLinkAboutLecesse O and Ms - Division 33LECESSE i..r1 ON T TION The Power of Partnership Submittal 1 Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Spec Section Title: Pge-c0`t Pla4 t Submittal Title: inze-t nyt sroP DW U. Subcontractor CrMri C-4 Primary Contact: W" '`'`"� F-� e4 *E Phone Number: CSs) 454 - Supplier/Manufacturer: 9TGP5 PLUS, ft't- If this box is checked this submittal may differ from the plans and specs Notes: General Contractor: LECESSE Construction Services LLC Spec Section No: 3 Submittal No: Revision No: RO Sent Date: Li / 3i's Required From Sub: 10/20/14 Approved By Architect: n 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp 0 :moN irX uaD 0 0 0 D a rh ( -I p N C.1 0 0 0 0 K w o { N N 0' to ''00 pmp N p tn' N d y 113 0 0 6. 0 0 0 o p O O • CD CD 12 mci O 00 3' 3 3 0 0 0 0 0 zj O CD • mV. C7 w Q xp 0 o 0 p r -y 0 VI 3 0 n p h Z 0 0 a iti v 0 0 pc- TS Q 0 0 C v O co iN 0 { 5Q L LECESSE CONSTRUCTION The Power of Partnership 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Submittal Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Spec Section Title: Utilities Submittal Title: Storm Sewer Frames & Covers Subcontractor: DDS Constructors Primary Contact: Mark Curran Phone Number: 585-340-0500 Supplier/Manufacturer: EJ Group If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: General Contractor: LECESSE Construction Services LLC Spec Section No: 334000-2.5C Submittal No: Revision No: RO Sent Date: 10/9/14 Required From Sub: 10/9/14 Approved By Architect: Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp ,N400APtV',4;04:VitZ, NA4Ako' LETTER OF TRANSMITTAL DDS CONSTRUCTORS 45 Hendrix Road West Henrietta, NY 14566 (585) 340-0500 as (585) 359-7541 fax TO LeCesse Construction 75 Thruway Park Drive West Henrietta, NY 14586 0 Emai 0 Deliver 0 Pick-up 0 Fax 0 Overnight WE ARE SENDING YOU El Prints 0 Correspondence COPIES DATE 10/9/14 DATE 0/9/14 JOB NO. ATTENTION Re: Stone Qtrarry Apirtrererrts 0 Attached 0 Under Separate Cover Reductions 0 Change Order DWG, NO. 0 Specifications Other DESCRIPTION Storm Sewer Frames and Covers Submittals LAST REV. THESE ARE BEING TRANSMIIIED (AS CHECKED BELOW): For Approval 0 For Your Use 0 For Approval Signature 0 Returned 0 For Review and Comment 0 As Requested 0 Other COPY TO SIGNED Mark Curran - Project Manager DDS Constructors, LLC NYSDOT Galvanized Steel Grate for F-3 Frame B 47i' [1200MM] 1/2' [12.5MM] SQUARE CROSS BARS 0 4C102MM3 46i' C1175MM3 2' E64MM] C.C. SECTION B BOLT PAD 25' [63514M] 1/2' [12.5MM] x 4' [100MM] BEARING BARS SECTION A - A 1/2' [12.514M] x 4' [100MM] END BARS OM I-- EADI MAX WELD DETAIL „row Iwo., • p go II Of Of Nve W, Product Number 655PCB-08GCI Design Features -Materials A36 STEEL -Design Load PER STATE PRINT -Open Area N/A -Coating GALVANIZED - V Designates Machined Surface Certification - NPR13-1032 - 314 LBS. -Country of Origin:USA Drawing Revision 03/19/13 Designer: ARO Revised By: Disclaimer MiglaIi, dimensions (inches/man and drawingg pftwided for your guidance We F8881,,,,e righl to modify specifigglionsigithout anor aohne, CONFIDENTIAL: This drawing is the property of EJ Group, Inc and embodies confidential information, registered marks, patents trade secret information, and/or know-how that is the property of EJ Group, Inc Copyright 02011 EJ Group, Inc Alf rights reserved, Contact 800 626 4653 V5636 Grate (2) RAISED TROUT LOGO'S 3/4" SHARP FACE GOTHIC 1 GRATE TOP VIEW 37 1/2" SQ. 15/16" 1 3/16" - 1 1/2" GRATE SECTION 1 1/16" 1" r Airitifr Ann GRATE SECTION V5636 ASTM A48 CL358 PROD. NO. MO/DY/YR X 40.0 #00 ‘1101 Product Number 45636030 Design Features -Materials Gray Iron (CL35B) -Design Load Heavy Duty -Open Area 651 sq in -Coating Undipped -\/Designates Machined Surface Certification - ASTM A48 -Country of Origin: USA Drawing Revision 06/04/2003 Designer: TCL 01/08/2014 Revised By: DAE Disclaimer 1Neghls (lbs fkg) dimensions firic•heslmm) and drawings provided for your guidance We fesenie the right to modify specificabions without poet notice CONFIDENTIAL: This drawing is the property of EJ GROUP Inc , and embodies confidential informatior registered marks, patents, trade secret information, anchor know how that is the properly of EJ GROUP, Inc Copyright Ei 2011 EJ GROUP, Inc All rights reserved Contact 800 626 4653 rn rnm V5636 Frame 1" x 1 1/2" SLOTS 4 -PLACES 40 7/8" SQ. TOP FLANGE VIEW 43 1/4" SQ. 37 3/4" SQ. 36" SQ. 1 1/2" 5/8r 37 3/4'. SQ. 38 7/8" SQ. SECTION A -A BOTTOM FLANGE VIEW 0/111111111k pi moo ue 111111 Product Number 45636010 Design Features -Materials Gray Iron (CL35B) -Design Load Heavy Duty -Open Area n/a -Coating Undipped -V Designates Machined Surface Certification -ASTM A48 -Country of Origin: USA Drawing Revision 3/6/2009 Designer: DEW 06/14/2013 Revised By: DAE Disclaimer Weights (lbs/kg), dimensions (inches/mm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. CONFIDENTIAL: This drawing is the properly of EJ Group, Inc. and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the property of EJ Group, Inc, Copyright 2011 EJ Group, Inc. All rights reserved, Contact 800 626 4653 ejco.com 7155T1 Curb Inlet 1,1114So 111!.1 !gr 1/2" SHARP FACE GOTHIC 49 5/16" A 47 5/8' 49 1/2" 3/4" 0-1 10 1/2" 1 1/2" 1" R1 1 2' 3/4" 5/8" R1/2" 17/32" R1" R3/4" -Country of Origin: USA 11" maul .tou o :01 At, Product Number 00715561 Design Features - Materials Gray Iron (CL35B) - Design Load Heavy Duty -Open Area n/a -Coating Undipped -V Designates Machined Surface - NYSDOT-CU3 Certification 48 -ASTMA 7/8" 7 1/16" 7 1/4" @ PARTING SECTION A -A 17/32" Drawing Revision 12/14/2012 Designer: DEF 06/13/2014 Revised By:DEF Disclaimer Weights (lbs/kg), dimensions (inches/mm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice. CONFIDENTIAL: This drawing is the property of EJ Group, Inc. and embodies confidential information, registered marks, patents, trade secret information, aid/or know how that is the property of EJ Group, Inc, Copyright © 2012 EJ Group, Inc. P II rights reserved: Contact 800 626 4653 ejco.com 7155Z1 Curb Inlet Frame 0 11 IZSGIL SECTION C—C SECTION B—B ofa vivo, • III ktt ‘-'ul ‘vaxii Product Number 00715513 Design Features -Materials Gray Iron (CL35B) -Design Load Heavy Duty - Open Area n/a - Coating Undipped Designates Machined Surface Certification - ASTM A48 - Country of Origin: USA Drawing Revision 4/13/2004 Designer: SBB 1/29/2013 Revised By: DAE Disclaimer hrens finchesImml 'eln8c1igrirta9415g;,gS eednfor your gurdance, We reserve the right to moan,' specications without pro r nOtIC"4-3 CONFIDENTIAL: This drawing is the property of EJ GROUP, Inc, and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the property of EJ GROUP, Inc Copyright @ 2012 EJ GROUP, Inc, All rights reserved Contact 800 626 4653 eco,com 5423 Grate 112SHARP FACED GOTHIC 25 1 /4" SQ 1 1/T TYP 11/4 TYP SECTION A -A 1 1/2" SECTION B -B BOTTOM VIEW I/0 11111% 11/10 ttl N‘va "kliasol Product Number 00542331 Design Features - Materials Gray Iron (CL35B) -Design Load Heavy Duty -Open Area 198 sq in - Coating Undipped -V Designates Machined Surface Certification -ASTM A48 -Country of Origin: USA Drawing Revision 7/23/2007 Designer: DEW 1/8/2014 Revised By: DAE Disclaimer Weights (Ibsfkg), dimensions (inchesimm) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice CONFIDENTIAL: This drawing is the property of EJ Grcup, Inc. and embodies confidential information, registered marks, patents, trade secret information, andlor know how that is the property of EJ Group. Inc.. Copyright ft:, 2011 EJ Group, Inc. All rights reserved, Contact 800 626 4653 ejco:com 5423Z Frame A XV/ 6 rt 026 117 025 112" A 024" 025 13/16' 030" SECTION A -A 3*" 40111111k‘ 11011111rilk •••.da el OOP ‘111,1' Product Number 00542311 Design Features -Materials Gray Iron (CL35B) -Design Load Heavy Duty -Open Area n/a -Coating Undipped -V Designates Machined Surface Certification -ASTM A48 -Country of Origin: USA Drawing Revision 12/23/2008 Designer: DEW 1/28/2014 Revised By: MAH Disclaimer Weights (lbs/kg), dimensions (inches/mm) and drawings provided for your guidance, We reserve the right to modify specifications without prior notice, CONFIDENTIAL: This drawing is the property of EJ Group, Inc. and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the property of EJ Group, Inc, Copyright 2012 EJ Group, Inc, All rights reserved, Contact 800 626 4653 eico.com 3771Z Frame 1" DIA HANDLING HOLE SECTION A -A NOTE: FRAME IS REVERSIBLE. Product Number 00377119 Design Features - Materials Gray Iron (CL35B) -Design Load Heavy Duty - Open Area n/a -Coating Undipped -V Designates Machined Surface Certification -ASTM A48 -Country of Origin: USA Drawing Revision 1/29/2008 Designer: DEW 9/2/2014 Revised By: DAE Disclaimer Weights lbs/k0), dimensions (inches/rum) and drawings provided for your guidance. We reserve the right to modify specifications without prior notice CONFIDENTIAL: This drawing is the property of EJ Group, Inc and embodies confidential information, registered marks, patents, trade secret information, and/or know how that is the properly of EJ Group, Inc Copyright .rQ. 2012 EJ Group, Inc All rights reserved. Contact 800 626 4653 ejco.com 1203A Cover 2" SHARP FACE GOTHIC 1 1/2" (2) CLOSED PICKHOLES COVER SECTION COVER BOTTOM PICKHOLE DETAIL „ow va, •sa p Product Number 00120329 Design Features - Materials Gray Iron (CL35B) -Design Load Heavy Duty -Open Area n/a - Coating Undipped - \/ Designates Machined Surface Certification - ASTM A48 -Country of Origin: USA Drawing Revision 03/28/2003 Designer: SBB 12/27/2013 Revised By: DVD Disclaimer WeIghis Olds /lag) ,thmensiccbs (nchesImm) and drawngs provcded for your guidance We resence the right to modrfy specifications without pnor notrce CONFIDENTIAL: This drawing is the property ot EJ GROUP, Inc , and embodies confidential informatior registered merits paMnts, trade secret information, and/or know how that is the property of EJ GROUP, Inc. Copyright © 2012 EJ GROUP, Inc All rights reserved Contact 800 626 4653 pirn rnm 11-05-15 Note:the 1480Z frame shouldnotberequired,nor used as it does not meet the 6-9" height required in the specs. Use the frame that comes with the submitted 00148234W02 assembly DDS CONSTRUCTORS 45 Hendrix Road West Henrietta, NY 14586 (585) 340-0500 office (585) 359-7541 fax NOTE! FRAME IS REVERSIBLE 00148011 Designer: Revised By: DEW SDC 8/8/2003 4/20/2012 ® ejco.com reserve the right to modify specifications without prior notice. -ASTM A48 All rights reserved. -Materials -Design Load Gray Iron (CL35B) Heavy Duty n/a -Open Area -Coating Undipped - Designates Machined Surface Copyright © 2013 EJ Group, Inc. and/or know how that is the property of EJ Group, Inc. registered marks, patents, trade secret information, -Country of Origin: USA - - CONFIDENTIAL: This drawing is the property of EJ Group, Inc. and embodies confidential information, Weights (lbs/kg), dimensions (inches/mm) and drawings provided for your guidance. We 800 626 4653 - Estimated Weight 154 lbs Contact Product Number Design Features Certification Disclaimer Drawing Revision 1480Z Frame (2) 1" HANDLING HOLES AA SEC TIO N A - A 30" 4" 38" 1 1/2" 1 1/2"32 1/4" 32 1/4" BOTTOM VIEW REVIEW STATUS T.G. Miller, P.C. Engineers and Surveyors ‰ REVIEWED ‰ APPROVED ‰ APPROVED AS NOTED ‰ REVISE/RESUBMIT ‰ REJECTED/RESUBMIT Review for conformance with Contract Documents. Approval does not authorize changes to the Contract Documents. Any deviation from the Contract Documents must be noted. By:____________________ Date:________________  10-16-14 Submittal II LECESSE 1111111 CONSTRUCTION The Power of Partnership 75 Thruway Park Drive West Henrietta, NY 14586 Ph : 585-334-4490 Job: 14-0298 Stone Quarry Apartments 400 Spencer Road Ithaca, NY Spec Section Title: Sitework Submittal Title: Sanitary Sewer Structures PD/SD Subcontractor DDS Constructors Primary Contact: Mark Curran Phone Number: 585-340-0500 Supplier/Manufacturer: Kistner Concrete If this box is checked this submittal may differ from the plans and specs because there is a contract clarification that applies to this submittal. Notes: Incoporated Add. #1 General Contractor: LECESSE Construction Services LLC Spec Section No: 333000.2 Submittal No: Revision No: Sent Date: Required From Sub: 10/6/14 Approved By Architect: Subcontractor Stamp LECESSE Stamp I HAVE PERSONALLY REVIEWED THIS SUBMITTAL AND IN MY ESTIMATION THIS DOCUMENT FULFILLS THE INTENT OF THE PLANS AND SPECIFICATIONS AND IS APPROVED FOR SUBMISSION. LECESSE CONSTRUCTION SERVICES LLC BY: Jason Socola Architect/Engineer Stamp LETTER OF TRANSMITTAL DDS CONSTRUCTORS 45 Hendrix Road West Henrietta, NY 14586 (585) 340-0500 ce (585) 359-7541 fax TO LeCesse Construction 75 Thruway Park Drive West Henrietta, NY 14586 DATE 10/3/14 ATTENTION JOB NO. Re: Stone Quarry Apartments Emai 0 Deliver 0 Pick-up 0 Fax 0 Overnight WE ARE SENDING YOU ❑ Attached Under Separate Cover Prints ❑ Reductions ❑ Specifications El Correspondence ❑ Change Order ❑ Other COPIES 1 DATE 10/3/14 DWG. NO. Precast Snittract THESE ARE BEING TRANSMITTED (AS CHECKED BELOW): For Approval es Submittals DESCRIPTION ❑ For Your Use El For Approval Signature Returned For Review and Comment ❑ As Requested Other LAST REV. COPY TO 5'22`) SIGNED Dark Curran - Pro e:tManag ;o DDS Constructors, LLC KISTNER CONCRETE PRODUCTS, INC. SHOP D ' WING Phone: 585-762-8216 Fax: 585-762-8315 INSIDE WALL DIMENSIONS 360 270' '.5" 1'80" 90" 0" ELEVATIONS ARE CALCULATED BASED ON PIPES CENTERED IN OPENING Position Elev Rim 397.3' Reducer Invert 1 Invert 2 Invert 3 382.6'-' 382.9' 388.9' Invert 4 382 9' Invert 5 Invert 6 invert 7 Invert 8 Invert: 1 Degree: 150° Offset: 0" Invert: 4 Degree: 60° Offset: 0" Angle Offset 150° 285° 0" 60° 0" 60" 0' SAMH-1 Invert: 3 Degree: 60" Offset: 0" Step 0' Rim: 397.3'Floor (Bot): 381.63 Invert: 382.8' Rim to Invert: 14.5' Catch: 0.5' Floor (Top): 382,3' Structure ID: SAMH-1 Size: 60" Pipe 8"PVC-SDR35 8" PVC-SDR35 6" PVC-SDR35 6" PVC-SDR35 Invert: 2 Degree: 285° Offset: 0" F, G, & ADJ- Total Precast Pipe OD 30" - 30.'0 F&C NOT FURNISHED - 0.58 - 30"d MH ADJUST LO - 0.333' 60" - Mh flt-30"dia - 13" w/ 30"dia 60" 60" - MH RISER - 4' 0" - MH RISER - 5' H FLG BASE -8" - 4' Connector UP(,) 8,4" 8" MH Boot-st PSX11-08DD(8-8.5) I 4,5" 8,4' 8" MH Boot-st PSX11-08DD(8-8.5) 6.275" 6.275" 6" MH Boot-st PSX 11-0600(5 7-6 9) 6" MH Boot-st PSX 11-06DD(5.7-6.9) 5.5" 28.5" 4 5" 0.917' 15.333' Spec: STANDARD Type: Mh-30dia-flt 1) 30- - 30"a F&C NOT FURNISHED - 0.58 1) 30" - 30"e MH ADJUST LO - 0.333' 1) 60" - Mh flt-30"dia - 13" wi 30"dia 1) 60' - MH RISER - 4' 1) 60'- MH RISER - 5' 1) 60' - MH FLG BASE -8' - 4' 3) 60" - MH GASKET - 5'e GASKET & LUBE 2) 8" - MH Boot-st - PSX11-08D0(8-8,5) 2) 6" - MH Boot-sPSX 11-06DD(5.7-6.9) 13) POLY STEP - MA IND. 14.08 VtFt) SPECIAL BY CONTR IN FIELD [INT] 14.75 VtFt) SPECIAL BY CONTR IN FIELD [EXT] 2351b 189 lb 3797 Ib 5119Ib 6350 lb 8773 Ib Ob Ob Ob 0 lb 0 lb 0 lb Structure Total: 24462 5 lb Structure Notes: THE V DROP INVERT SAYS IT SHOULD BE 392.90 HOWEVER THIS WILL BE HIGHER THAN THE INLET, WE'VE ASSUMED IT TO BE 382.90. IS THIS OK 7 WE'VE ASSUMED ALL PIPING TO BE SDR -35 PVC. IS THIS OK ? Project: Stone Quarry Apartments Location: Ithaca, NY DDS Companies 50241 Approved: KISTNER CONCRETE PRODUCTS, INC. SHOP D a WING Phone: 585-762-8216 Fax: 585-762-8315 INSIDE WALL DIMENSIONS 360' 270' 180' 90' 04 Q3 PI 5 5' ELEVATIONS ARE CALCULATED BASED ON PIPES CENTERED IN OPENING Position Rim Reducer Invert 1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8 Elev 395.2' 383.1' 383.2' 390.7' 383 2° Invert: 2 Degree: 150' Offset; 0" Angle Offset 270 0" 150® 0" 225® 225" ) 0" SAMH-2 Invert: 4 Degree: 225° Offset: 0" Pipe 8" PVC-SDR35 8" PVC-SDR35 4" PVC-SDR35 4" PVC-SDR35 Step: 0° Rim: 395.2'Floor (Bot): 381.93 Invert: 383.1' Rim to Invert: 12.1' Catch: 0.5' Floor (Top): 382.6' Structure ID: SAMH-2 Size: 60" Invert: 3 egree. 225° Offset. 0" Invert: 1 agree'. 2700 Offset; 02 F, G, & ADJ. Total Precast Pipe OD 0" - 30"o F&C NOT FURNISHED - 0.58 30" - 30"a MH ADJUST HI - 0,925' 1 60" - Mb fit -30 'dia - 13" w/ 30"dia 60" - MH RISER - 5' 60" - MH FLG BASE -8" - 5' Connector 84" 8" MH Boot-st PSX11-08DD(8-8.5) 8,4" 8" MH Boot-st PSX11-08DD(8-8.5) 4.21" 4" MH Boot-st 8QRSDD(3.75-4.8) 4.21" 4" MH Boot-st 8QRSDD(3.75-4.8) I) 30' - 30'0 F&C NOT FURNISHED - 0.58 1) 30' -30'n MH ADJUST HI - 0925.' I) 60' Mb 1t,30'dia 13" wi 30'dia 1) 60' MN RISER - 1) 60 MH FLG SASE 8' 2) 60* -MH GASKET 5'D GASKET & LURE 2) 8- MH Boons' PSX11-08DD(6-8.6) 2) 4' -MH Boast -8ORSD9(3.75A,8) 10) POLY STEP - MA IND. 11.08 VtFt) SPECIAL BY CONTR IN FIELD (INT) 11.75 VtFt) SPECIAL BY CONTR IN FIELD [EXT] Structure Total: UP U 4 5" 35" 5" 235 Ib 530 Ib 3797 Ib 6373 Ib 10075 Ib 0 Ib 0 lb 0 Ib 0 lb 0 lb 015 21011 lb Structure Notes: WE'VE ASSUMED ALL PIPING TO BE SDR -35 PVC* IS THIS OK'? THE STRUCTURE INFO SAYS THE DROP PIPE IS 4"PVC HOWEVER THE PIPE IS LABELED AS 6"PVC. WE'VE ASSUMED 4' PVC TO BE CORRECT, IS THIS OK'? Project: Stone Quarry Apartments 1.517' Location: Ithaca, NY 12.333' Spec: STANDARD Type: Mh-30dia-flt Approved: DDS Companies 50241 KISTNER CONCRETE PRODUCTS, INC. SHOP D • WING Phone: 585-762-8216 Fax: 585-762-8315 INSIDE WALL DIMENSIONS 360°' 270 180' 900 0° ELEVATIONS ARE CALCULATED BASED ON PIPES CENTERED IN OPENING Position Rirn Reducer Invert 1 Invert 2 Invert 3 Invert 4 Invert 5 Invert 6 Invert 7 Invert 8 Elev Angle 395 2° 383.55' 120° 383 65' 270° Invert: 1 Degree: 120° Offset: 0" Offset 0" 0" SAMH 3 Step 0° Pipe 8" PVC-SDR35 8" PVC-SDR35 Invert: 2 (-Degree: 270° Offset: 0" Rim: 395.2' Floor (Bot): 382.3M' F, G, & ADJ: Invert: 383.55' Rim to Invert: 11.65° Catch: 0,5° Floor (Top): 383.05' Structure ID: SAMH-3 Size: 48" 1 15' Total Precast 12.25' Spec: STANDARD Type: Mh-30dia-cone Pipe OD 8 4" 8.4" 30" - 300 F&C FURNISHED - 0.58 30" - 30"o MH ADJUST HI - 0.567' 48" - MH CONE -30 - 3' 48" - MH RISER - 3' 48"- MH FLG BASE -8" - 5' Connector 8" MH Boot-st PSX11-08DD(8-8 5) 8" MH Boot-st PSX11-08DD(8-8 5) 1) 30"-30c F&C FURNISHED -0 58 1) 30" - 30o MH ADJUST HI - 0.567' 1) 480 - MH CONE -30 - 3' 1) 48" - MH RISER - 3' 1) 48" - MH FLG BASE -8" - 5' 2) 48" - MH GASKET - 4'o GASKET 2) 8" - MH Boot-st - PSX11-0§0D(8-8.5) 10) POLY STEP - MA IND ( 11. WO SPECIAL BY CONTR IN FIELD [INT] 11.67 VtFt) SPECIAL BY CONTR IN FIELD [EXT] UPL) 4 5" 5 5" 23515 323 Ib 2806 Ib 2569 Ib 6840 Ib 0 lb 0 lb 0 lb 05 0 lb Structure Total: 12773 Ib Structure Notes. WE'VE ASSUMED ALL PIPING TO BE SDR -35 PVC, IS THIS OK ? Project: Stone Quarry Apartments Location: Ithaca, NY DDS Companies 50241 Approved: KISTNER CONCRETE PRODUCTS INC. 8713 READ ROAD E. PEMBROKE, N.Y, 14056 (716) 894-2267 30" DIA. X 6" Pg©IDU@riF IDN@O@R9LIV1iUC)R1 MANHOLE 4' DIA. SANITARY 1" SQ. BUTYL JOINT MATERIAL SEAL 1_1 SQ. BUTYL 0 0 JOINT 36" DIA, X 6" MATERIAL SEAL BUTYL JOINT MATERIAL SEAL - 3" RISER RINGS -24' DIA. IF REQUIRED 3'-0" DIA. 8. STD. OPNG. 1 STD,. OPNG, 00 0 1 0 0z 0 LJ o ID 0z 4 DIA. CONE - 30" A. CONE - GENERAL NOTES. 1. REINFORCED 5 TEEL CONFORMS TO ASTM A185 SPEC. 0.12 inG/LF AND 0.12 inO/LF B/W IN *T. 2. CONCRETE COMPRESSIVE STRENGTH 43. MANHOLE DESIGN SPECIFICATIONS ,000 PSI. MINIMUM. CONFORM TO LATEST ASTM C478 SPEC. FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS. 4. ONE POUR MONOUTHIC E SECTION. 5. DOGHOUSE: Hw Ww- L DIMENSION FROM INVERT TO START OF CONE L DETAIL A IF RECD XL4' DIA. RISER 5" FLAT TOP SLAB IS STEEL REINFORCED TO MEET OR EXCEED HS -20 LOADING. AVAILABLE OPENINGS 24" DIA. 0 24' SQ. ri 30" DIA. [11 PIPE OPENINGS DET. 81 THRU 65 (SIZE TO SUIT) '41 NGED KH D ASE 8" THK. "OD BITUMASTIC COATINGS (IF RECD) 1 COAT PER FACE INSIDE 0 OUTSIDE NONE (1( -0`r )./ CAP rtr A* (-17 4- B 1 HOLE-G.C. TO GROUT B3 ›; NOTES 1 „ Z SD AND 4 MONOLITHIC BASE 0 STANDARD : E THS * OPTIONAL FLANGE - 6" WIDE OPTIONAL - 6" THK. PTIONAL - 8"THK. BASE SECTION TO BE SET PER JOB SPECIFICATIONS FLAT JOINT BUTYL SEALANT ONLY s*s4" B DOGHOUS TO R N H CO CION OVE I REED GI10 E 5 - FLAT JOINT OPT: NAL BASE $ 14K. [1] STANDARD E OPTIONAL FLANGE - 6" WIDE ASTM ,2222, C443 ** ASTM C4786 FEFE.13 FACTORY LC B ED NOCE DOGHOUSE KNOCKOUT PS2 APBS POLY - T ERE !GMT BOOM PIPE TO F T PROPYLENE F OFFS ET CASK ET . FOB L.,INESEAL P E TO FIT . FACTORY LUBRICATED MANHOLE GASKETS Factory Lubricated Manhole Gaskets: A distinct innovation that becomes the total solution in the joint sealing of manhole bases and riser sections. Advantages Unique Design • Self contained lubricant • No special handling or packaging • No threat of lubricant contamination or deterioration • Saves time and mess of lubricant application • No equalization required • No butyl required Pre -lubricated Cavity Serrated Mantle (tube) Function Factory lubricated gaskets have silicone lubricant encapsulated in the tube. During pipe assembly the mantle rolls over the compression area of the gasket resulting in a watertight seal. Installation Factory lubed gasket should be positioned firmly in the step of the spigot Lower manho▪ le s ion slowly and lower onto spigot Compression Section Orifices (lamell) 'se The mantle section of the factory Tubed gasket rolls over the compression area and comes to rest in the small annular s creating a watertight seal and preventing concrete to concrete contact, • WARNING: USE NO CONVENTIONAL LUBRICANT WHATSOEVER. Using lubricant may dislodge gasket from step of spigot or prevent the mantle from being drawn into small annular space causing leaks or breaking the bell. Material S. • ifications Factory lubricated gaskets are manufactured from top quality rubber. All gasket material conforms to or exceeds C.S.A. A-257, A.S.T.M. C-443, and C-361 specifications. Quality Control Our state of the art production and laboratory faciiities, as well as our staff of competent engineers, and technicians, work together to ensure the highest quality precast products available today. Service For more than half a century, Kistner Concrete Products, Inc. has been the leader in the manufacture of precast concrete in Western New York. Our complete line of products, ongoing research and development programs, and a knowledgeable sales staff, continue to make us number one and second to none within the industry. The Leading Manufacturer of P st Concrete Products er Concrete Products, Inc. 6713 Read Road P.O. Box 218 East Pembroke, New York 14056 Phone 716-762-8216 Fax 716-762-8315 www.kis zr.com viord[wmiNu gaskets] Rev. 4/5101 FACTORY LUBRICATED MANHOLE GASKETS ASSEMBLY PROCEDURES FOR 4' DIA. SINGLE OFFSET JOINT ONLY CODE: IS-INST-MH-OSG Advantages • Self contained lubricant • No th lat of lubricant contamination or deterioration • Saw time and mess of lubricant application especially in adverse conditions • No equalization required STEP 1 Carefully clean and inspect the manhole bell. Carefully clean and inspect the manhole spigot, especially in the step area where gasket will be seated. WARNING: IMPROPERLY CLE ED OR DAMAGED BELL AND SPIGOT SURFACES MAY PREVENT HOMING OF THE MANHOLE OR KEEP THE GASKET FROM $ LING. PRINTING MST BE ON ONSIDE STEP 2 Factory lubed gasket should be positioned firmly in the step of the spigot. USE NO FIELD LUBRICANT! USE NO BUTYL! WARNING: GASKET NOT POSITIONED FIRMLY IN STEP MAY CAUSE LEAKS. STEP 3 Lower manhole sections together slowly and level. STEP 4 The mantle section of the factory tubed gasket rolls over the compression area and comes to rest in the small annular space creating a watertight seal and preventing concrete to concrete contact. WARNING: USE NO CONVENTIONAL LUBRICANT OR BU L ATSOEVER. Using lubricant may dislodge gasket from step of spigot or prevent the mantle from being drawn into small annular space causing leaks or breaking the bell. Using butyl sealant may cause a gap in joint and prevent gasket from being completely engaged in joint area. WARNING: If any joint problems arise, contact the East Pembroke Sales Office immediately. DO NOT force manhole sections together. The Leading Manufacturer of Precast Concrete Products Kistner Concrete Products, Inc. Phone 585-762-8216 KISTNER CONCRETE PRODUCTS INC. 8713 READ ROAD E. PEMBROKE, N.Y. 14056 (716) 894-2267 WATERTIGHT PIPE TO NANI-OLE BOOT SEAL POWER - SLEEVE H-MHPSX 9-6-93 GASKET TAKE-UP CLAMP P -PIPE GASKET: v. • A SPECIFICATIONS MANHOLE BASE SECTION OPTIONAL FLANGE BOOT ADAPTABLE FOR PIPE 0.D.'S OF 3"-51" ASSEMBLY COMPONENTS MEET AND/OR EXCEED ALL MATERIAL SPECIFICATIONS OF ASTM POWER SLEEVE: TAKE-UP CLAMPS: MINIMUM THICKNESS OF GASKET MATERIAL PSX 8" HOLES THRU 16" HOLE SIZES PSX-2 18" HOLES AND LARGER HOLE SIZES MINIMUM COMPOUND TENSILE STRENGTH OF RUBBER ELONGATION OF RUBBER SHORE A DUROMETER OF RUBBER RUBBER COMPOUND MEETS AND/OR EXCEEDS ASTM TYPE 304 STAINLESS STEEL TENSILE STRENGTH OF STEEL YIELD STRENGTH OF STEEL 8" THRU 26" HOLE SIZES 28° HOLE SIZES AND LARGER .290" ± :025 .300" ± .025 1800 PSI 4507- 550% 42 + 5 C-92.3 REQUIREMENTS. C-923 85,000 PSI 35,000PSI 1.5" WIDE 11 GAUGE 1.5" WIDE 10 GAUGE POWER SLEEVE STAINLESS STEEL MEETS AND/OR EXCEEDS ALL ASTM C-923 REQUIREMENTS. ALL STAINLESS STEEL CLAMP BAND. SADDLE AND HOUSING MADE OF TYPE 302 SCREW MADE OF TYPE 305 STAINLESS STEEL STAINLESS STEEL TAKE-UP CLAMPS MEET AND/OR EXCEED ALL ASTM C-923 REQUIREMENTS. FOR PIPES WITH 0.D'S, LESS THAN 14.5" (PSX), A SINGLE CLAMP IS STANDARD; (PSX-2) DOUBLE CLAMPS IS OPTIONAL, FOR PIPES WITH D.D.S. LARGER THAN 14.5" DOUBLE CLAMPS (PSX-2) 15 STANDARD, FOR PROPER CLAMP SIZING SEE PSX CLAMP ACCOMMODATION CHART. SUPPLIED BY: PRESS SEAL GASKET CORPORATION, 6935 LINCOLN PARKWAY. FORT WAYNE, IN., 46804 PHONE: (800) 348-7325 OR (219) 436-0521 FAX: (219) 436-1908 (OR EQUAL) PIPE INSTALLATION, 1, AFTER MANHOLE HAS BEEN SET TO GRADE, INSPECT AND CLEAN OUT INSIDE OF CONNECTOR. CLEAN SURFACE OF PIPE BARREL TO BE INSTALLED, 2, INSERT PIPE INTO CONNECTOR UNTIL END OF PIPE BREAKS INSIDE PLANE OF MANHOLE WALL. POSITION PIPE IN CENTER OF CONNECTOR. 3. INSTALL TAKE-UP CLAMPS(S) IN GROOVE(S) AT PIPE RECEIVING END OF GASKET, CHECK AGAIN TO MAKE SURE INTERIOR OF CONNECTOR AND PIPE BARREL SURFACES ARE CLEAN, 4. TIGHTEN TAKE-UP CLAMP(S) WITH RATCHET OR TORQUE WRENCH TO 60 IN./LBS. TORQUE. 5. ADJUST PIPE TO LINE AND GRADE. USE PROPER BEDDING, BACKFILL MATERIALS AND TECHNIQUES. 6, ANY PIPE STUBS INSTALLED IN THE MANHOLE MUST BE RESTRAINED FROM MOVE- MENT, PS2PF 1 1/8" [28mm] ......._......4 VA 1M3, INC ASTD-C4M P2 -PF 13" 330mm ] 14 3/4" [375mm] 13 3/4" [349 m m ] 9 1/4" [235mm] Manhole Step 3 3/8" [86mm ) Copolymer Polypropylene Plastic 13mm 1/2" GRADE 60 STEEL REINFORCEMENT—"" 4 4 d MA. INDUSTRES, INC. SECTION -A MEETS: ASTM C478 ASTM D410 ASTM A615 AASHTO M199 P.O. Box 2322, 303 Dividend Dr. Peachtree City, GA 30269 • Phone (770) 487-7761 • Molding Sales Fax (770) 4871482 •Corporate Fax (770) 6314679 florvOt Doha:V=21M t KISTNER CONCRETE PRODUCTS INC. 8713 READ ROAD E. PEMBROKE. N.Y. 14056 (718) 894-2267 CDGI@DU@V DEgNI@VIC-VirOCO MANHOLE 5' DIA. SANITARY FLATTOP SLAB IS STEEL REINFORCED TO MEET OR EXCEED HS -20 LOADING, 1" SQ. BUTYL JOINT MATERIAL SEAL 3" RISER RINGS IF REQUIRED AVAILABLE OPENINGS .44 24' ay. 24" SQ. 30DIA. FLATTOP 2-0" DIA. STAN el• DIA. RISER 5' DIA. CONE BITUMASTIC COATINGS (IF REQ.()) INSIDE OUTSIDE NONE DIMENSION FROM INVERT TO START OF CON DUCER 04 PIPE TO MH CONN. DET. 81, 82, B3, 84 (SIZE TO SUIT) EJ OPT1ONN_ BUTYL SEALANT IN ADDITION TO 0—RING. MFG. RECOM— MENDATION ONLY. (5" JOINT ONLY) 0-11140 SECTION JOINT CONFORMS M LATEST A.S.T.M C443 SPEC. MO 8LPM. CONFORMS TO FECERAL SPEC. SS—S-210A. GENERAL NOTES: 1. REINFORCED SIEtL CONFORMS TO LATEST A.S.T.M. A185 SPEC. 0.15 SQ. IN./UNEAL FT. AND 0.15 SQ. IN. (BOTH WAYS) IN BOTTOM LAB 60" DIA. BARREL 2. REINFORCED STEEL CONFORMS TO LATEST A.S.T.M, A185 SPEC. 0.12 SO. IN./UNEAL FT. 48" DIA. BARREL. 3. CONCRETE COMPRESSIVE STRENGTH — 4000 PSI MINIMUM. 4. MANHOLE DESIGN SPECIFICATIONS CON — FORM TO LATEST A.S.T.M. C478 SPEC. FOR PRE— CAST REINFORCED CON— CRETE MANHOLE SECTIONS. 5. ONE POUR MONOLITHIC BASE SECTION. NOTE: STEEL REINFORCED COPOLYMER OLYPROPLEN PLASTIC STEP CONFORIJS TO LATEST A.S.T.M. C478 P 11 SPEC. 5` DIA. RUBBER 0 -RING eurn. Jaw DIA. FACTORY LUBED OFFSET K ET WATERTIGHT BOOT KISTNER CONCRETE PRODUCTS INC. 8713 READ ROAD E. PEMBROKE, N.Y. 156 (716) 894-2267 MH -INSTALL 4-26-01 PRODUCT COM I$-INST-MH * EQUIPMENT MUST NEYER BE USED TO FORCE MANHOLE $ C - TIONS TOGETHER. IF DIFFICULTY IS ENCOUNTERED, REMOVE SECTION AND REPEAT STEPS 1-6. CALL KIST/MRS' SALES A ENGINEERING DEPARTMENT IMMEDIATELY. LUBRICANT APPUCAT1ON 5' DIA. - 1 GAL/JOINT 6' DIA. - 1 GAL/JOINT 8' DIA. - 2 GAL/JOINT 10' DIA. - 2 GAL/JOINT SEALANT APPUCATION 5 DIA. - 1.5 STRIPS 6' DIA. - 2 STRIPS 8' DIA. - 2 STRIPS 10' DIA. - 2.5 STRIPS PER POINT OF APPUCAT1ON. (MANUFACTURER RECOMMENDS TWO APPUCATION POINTS PER JOINT AS SHOWN IN DETAIL) MANHOLE SECTIONS SHAM BEJ STALLED AS FOLLOWS: 1. CLEAN OUTSIDE OF MANHOLE SURFACE SPIGOT OF ALL FOREIGN MATERIAL & CHECK FOR IMPERFECTIONS WHICH MAY RESTRICT '0' RING ROTATION. 2. LUBRICATE MANHOLE SPIGOT LIBERALLY BEFORE "0' RING IS INSTALLED. 3. LUBRICATE "0' RING BEFORE INSTALLING INTO SPIGOT RECESS. 4. STRETCH b" RING GASKET INTO, SPIGOT RECESS & EQUAUZE THE MATERIAL BY INSERTING A SCREWDRIVER OR SIMILAR TOOL UNDER THE GASKET, TRAVELING THE TOTAL MANHOLE CIRCUMFERENCE. (MAKE CERTAIN '0' RING GASKET IS HELD AT THE TOP OF SPIGOT RECESS.) 5. CLEAN & LU :.CATS THOROUGHLY INSIDE SURFACE OF BEL_ 6. AUGN SPIGOT & BELL AND COUPLE MANHOLE SECTIONS. a) MANHOLE SECTIONS SHOULD BE INSTALLED WITH PROPER UFTING APPARATUS, STRONGBACK OR EQUAL, SUCH THAT MANHOLE SEC- TIONS WILL HANG FREE & LEVEL b) SECTIONS SHOULD BE LOWERED TO A POINT WHERE TAPER OF INSIDE BELL IS IN CONTACT YMTH '0" RING THE TOTAL CIRCUMFER- ENCE OF MANHOLE SECTION. c) LOWER SECTION EVENLY UNTIL SECTIONS SEAT. 0E11. W MANHOLE INSTALLATION DYNAMICS '0' RING CASKET AND LUBRICANT SQ.JOINT T (O1�TtONAL) ME WALL MOTION 14EW • 1- S0. JOINT SEALANT (RECOMMENDED) DIRECTION OF GASKET ROTATION AS MANHOLE SECTION IS LOWERED. SPIGOT RECESS SPIGOT i1f m * NOTE A TAR JOINT MUST BE APPLIED TO ALL MANHOLES. '0" RING GASKET ACTUALLY SPINS AS TOP SECTION IS LO a' ED. FOR THIS REASON LUBRICATION IS NECESSARY FOR SUCCESSFUL INSTALLATION. IF '0' RING GASKET IS RESTRIC AND IS NOT ALLO al TO SPIN FREELY, THIS WILL ULTIMATELY CAUSE THE GASKET TO PINCH, RESULTING WITH UNEQUAL PRESSURE UPON BELL WALL THUS CAUSING RUPTURE. RECOMMENDED LUBRICANT USAGE PER MANHOLE JOINT. ABOVE CHART. CAUTION: IN COLD WEATHER, GASKETS MUST BE KEPT IN A WARM ENVIRONMENT, OR THE COLD HARDENED GASKET WILL POSSIBLY CAUSE RUPTURING OF THE BELL WALL  9 X X X 4/15/2015 REVIEW STATUS T.G. Miller, P.C. Engineers and Surveyors ‰ REVIEWED ‰ APPROVED ‰ APPROVED AS NOTED ‰ REVISE/RESUBMIT ‰ REJECTED/RESUBMIT Review for conformance with Contract Documents. Approval does not authorize changes to the Contract Documents. Any deviation from the Contract Documents must be noted. By:____________________ Date:________________  10-16-14 I assume you are bringing in two 4" services vs. (1) 4" and (1) 3" as there are no 3" DI pipe or fittings included. This is acceptable. Submit separate submittal for PE encasement (2.1D) and MJ pipe restraints per (2.1E). Provide stainless steel bolts, studs and nuts for bonnet. Brick P7 Approved. Cap 780A Approved ✔ date:cba 04-01-15 Brick to wrap North Canopy Columns Cap BCap A