Section 23-4 2 - Trench and area type excavations N Y

Section 23-4 2 - Trench and area type excavations N Y

Salazar v Novalex Contr. Corp. (2010 NY Slip Op 02728)

The court further found that Industrial Code (12 NYCRR) § 23-1.7 (b), upon which the section 241 (6) claim was predicated, did not apply because plaintiff "did not fall through an opening to a level below." Carpio v Tishman Constr. Corp. of N.Y. (240 AD2d 234 [1997]) involved facts similar to those of this case. There, the plaintiff was

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Medicaid Advantage Model Contract - New York State

Section 23 Program Integrity . 23.1 . Rights and Responsibilities 23.2 . Compliance Program 23.3 . Contractor Obligation to Return Overpayments 23.4 . Program Integrity Units Reporting Requirements 23.5 . Prevention Plans and Special Investigation Units 23.6 . Service Verification Process 23.7 . Withholding of Payments 23.8 . Shared Recovery

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FFORTO WATY -KI ON Y KE GNI A C EINDI AN

typical frame section 14" 3/16" 12" 1" 1/2" 1 1/2" typical frame section 23 7/8" 1 1/8" 4 1/2" typical frame section open area 57.6 (per 2' grate) sq. in frame and solid lid neenah r-4990-dx w/ type "q" gratew/type "b" frame w/ almetek environmental marker note: 1.see standard trench drain detail swLiming 1/8" green sand nail hole (4 req.) no

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Section 23-4.1 - General requirements, N.Y. Comp. Codes R

Sep 01, 2021 · N.Y. Comp. Codes R. & Regs. Tit. 12 § 23-4.1 Section 23-4.2 - Trench and area type excavations Make your practice more effective and …

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Castelo-Branco v. The City of N.Y., 150021/14 | New York

Mar 29, 2016 · The City of N.Y., 150021/14, NYLJ 1202753267825, at *1 (Sup., RI, Decided February 29, 2016) Pompeu CasteloBranco, Plaintiff v. The City of New York and the New York City Department of

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Baker v Keyspan Gas E. Corp.

an excavation in the roadway had to be performed to expose the gas main. Using a backhoe, Mr. Vitti then excavated a trench in the roadway for the new gas service. After the trench was dug, plaintiff went into the trench and used a trenching shovel to [* 1]

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Valle v Port Auth. of N.Y. & N.J. :: 2016 :: New York

In any event, the bottom of a trench is not a "floor, passageway, walkway, scaffold, platform or other elevated working surface" as contemplated by this section of the Industrial Code (see Stampone v Consol. Edison, Inc., 2012 NY Slip Op 30196 [U], citing Miranda v City of New York, 281 AD2d 403 [2001]; Scarupa v Lockport Energy Assoc., L.P

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$2,100,000 Million Settlement in New York Trench Collapse

Plaintiff, a laborer, was in a trench within the roadway removing a cap from a pipe when the trench walls collapsed, trapping Plaintiff up to his waist in dirt and concrete. As stated in the New York Industrial Code Section 23-4.2, the walls of any trench five feet or deeper must be properly shored and braced.

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KM 754e-20161011155757 - New York City

excavations, regardless of the type used nor for the removal from the trench and excavation and the disposal away from the job site of the cut sheeting, bracing and rangers. The cost thereof shall be included in the prices bid for all sewer contract items of …

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EBCS-10 Ethiopian Building Code Standard Electrical

25.4.4 Bonding to earth 25.4.5 Junction and deck boxes 25.4.6 Transformers and transformer enclosure 25.4.7 Socket outlets 25.4.8 Luminaries and lighting equipment 25.4.9 Earth-fault circuit breakers 25.5 Permanently installed swimming pools 25.5.1 General 25.5.2 Conduit type 25.5.3 Circuit segregation 25.5.4 Drainage 25.6 Storable swimming

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ADAO v. 54 ASSOCIATES, LL | 2011 NY Slip Op 32676(U

Oct 14, 2011 · In addition, the First Department has apparently found section 23-4.1 (b) to be sufficiently specific (see Caldas v City of New York, 284 A.D.2d 192 [1st Dept 2001]). Here, it appears that the sidewalk flagstone collapsed as the result of a loss of stability from the recently excavated tunnel, and the court concludes that there are triable

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SECTION 14 - RESTORATION OF SURFACES TABLE OF …

Standard Drawing. The asphalt concrete shall be placed as specified in Section 23, "Asphalt Concrete", of these Specifications. AC trench patches that settle ¼" to 1/2" shall be milled to 1-1/2" and repaved. AC trench patches that settle more than 1/2" shall be excavated to suitable material and replaced per Section 14-3.02.

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Bridge Construction Inspection Manual - Inspection Check

4.23.2 Did the concrete slope protection receive 2 coats of a Type 2 curing compound meeting the requirements of ASTM C309 or ASTM C1315? Was the first coat applied immediately after finishing and the 2nd coat 3 hours after the first coat?

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Section 23-4.4 - Sheeting, shoring and bracing, N.Y. Comp

Dec 15, 2021 · Section 23-4.4 - Sheeting, shoring and bracing (a) Where any excavation is not protected by sloped sides or banks in compliance with Table I of this Subpart, any person in such excavation shall be protected by sheeting, shoring and bracing in compliance with Tables II, III and IV of this Subpart. Sizes of materials listed in the tables are nominal or trade dimensions.

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CONCRETE PIPE STORM DRAINAGE TYPICAL PIPE BEDDING …

c o lo r a d o of n g m o n t i t y c l public works division date: nov., 2000 scale: not to scale detail 300-01 reb storm drainage 12" diameter 1/4 dia. (4" …

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Valle v Port Auth. of N.Y. & N.J. :: 2016 :: New York

In any event, the bottom of a trench is not a "floor, passageway, walkway, scaffold, platform or other elevated working surface" as contemplated by this section of the Industrial Code (see Stampone v Consol. Edison, Inc., 2012 NY Slip Op 30196 [U], citing Miranda v City of New York, 281 AD2d 403 [2001]; Scarupa v Lockport Energy Assoc., L.P

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Salazar v Novalex Contr. Corp. (2010 NY Slip Op 02728)

The court further found that Industrial Code (12 NYCRR) § 23-1.7 (b), upon which the section 241 (6) claim was predicated, did not apply because plaintiff "did not fall through an opening to a level below." Carpio v Tishman Constr. Corp. of N.Y. (240 AD2d 234 [1997]) involved facts similar to those of this case. There, the plaintiff was

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Part-07 Commissioning of Systems

4. Normally trench excavation along roads shall be located in the service reserves or verges adjacent to the road rather than in the carriageway itself. Trench excavation shall wherever practicable be carried out in such a way that every part of the excavation is at least 1 m clear of the existing edge of the carriageway.

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SECTION 14 - RESTORATION OF SURFACES TABLE OF …

Intermediate trench backfill, per Standard Drawing 4-64, must be in accordance with Section 19 -2.03, "Trench Backfill," of these Specifications. Repaving of trenched areas must be in accordance with Standard Drawing 4-64, including shallow, trench, deep trench, and earth saw trench details, with the following exceptions

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Lombardi v 79 Crosby St. LLC :: 2012 :: New York Other

Lombardi v 79 Crosby St. LLC - 2012 NY Slip Op 50796 (U) [*1] Lombardi v 79 Crosby St. LLC 2012 NY Slip Op 50796(U) Decided on April 13, 2012 Supreme Court, New York County Ling-Cohan, J. Published by New York State Law Reporting Bureau pursuant to Judiciary Law § 431.

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