Documents › Board Of Trustees, 2026-09-30

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Also attached to this agenda item: Civil Site Plan Drawings Erosion Control Detail Drawings Grading Drawings LWRP MTA Signal System Upgrade Location Plan Drawing MTA Signal Upgrade LWRP MTA Signal Upgrade Resolution Memo to VB MTA Signal Upgrade Project Resolution 227-2026 LWRP MNR Signal Upgrade Responses Signal Equipment Information.png Snowmelter Drawings

1. GENERAL 1.1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF BUILDING CODES SHOWN LISTED . 1.2 VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK BEFORE COMMENCING WORK. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 1.3 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR THE COORDINATION OF ALL PORTIONS OF THE WORK. 1.4 THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND SAFETY OF ALL PERSONS, EXISTING FACILITIES AND EXISTING EQUIPMENT AND DISPLAY AT THE CONSTRUCTION SITE AND THROUGHOUT ALL AREAS AFFECTED BY THE NEW CONSTRUCTION. ANY PORTION OF EXISTING STRUCTURES NOT TO BE REMOVED UNDER THIS CONTRACT SHALL BE PROTECTED TO PREVENT DAMAGE DURING THE PERFORMANCE OF THIS CONTRACT AND ANY DAMAGE FOR ALTERATION RESULTING FROM CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER. 1.5 THE CONTRACTOR SHALL VERIFY BY FIELD MEASUREMENT ALL DIMENSIONS, CURVATURES, AND ELEVATIONS OF EXISTING STRUCTURES THAT MAY BE REQUIRED TO LOCATE, ALIGN, DIMENSION, AND DETAIL THE CONSTRUCTION WITHIN SPECIFIED TOLERANCES. THE FIELD MEASUREMENT SHALL BE PERFORMED PRIOR TO THE PREPARATION OF SHOP DRAWINGS AND THE MANUFACTURING, FABRICATION, AND INSTALLATION OF ALL ITEMS OF CONSTRUCTION. ALL VARIATIONS FROM THE CONTRACT DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE PREPARATION OF SHOP DRAWINGS. 1.6 THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE PROVISIONS OF ALL CONTRACT DOCUMENTS(SPECIFICATIONS, MECHANICAL AND ELECTRICAL DRAWINGS ETC.) 1.7 TEMPORARILY BRACING AND/OR SHORING SHALL BE INTRODUCED WHERE NECESSARY TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. CONTRACTOR SHALL SUBMIT PROCEDURE, DESIGN CALCULATIONS AND DETAIL SIGNED AND SEALED BY LICENSED PROFESSIONAL ENGINEER FOR THE COMPLETE PROPOSED SUPPORT SYSTEM. 1.8 COORDINATE WITH ALL OTHER DISCIPLINE DRAWINGS FOR CLEARANCES, DIMENSIONS, EQUIPMENT LOCATIONS, OPENING LOCATIONS AND CONDUIT PENETRATIONS PRIOR TO COMMENCING CONSTRUCTION WORK. 1.9 THESE DRAWINGS PRESENT THE COMPLETED PROJECT, WHICH HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED ON THE DRAWINGS AND FOR OTHER LOADS INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF FALSEWORK, FORMWORK, STAGINGS, BRACING, SHEETING AND SHORING, ETC. THE CONTRACTOR MUST COMPLY WITH ALL DEPARTMENT OF BUILDINGS RULES REGARDING STRUCTURAL STABILITY INTEGRITY DURING CONSTRUCTION OPERATIONS. 4. STRUCTURAL STEEL 4.1 ALL DIMENSIONS FOR SIGNAL HOUSES, SIGNAL CASES, SNOWMELTER EQUIPMENT, SIGNAL POWER EQUIPMENT, STANDBY GENERATORS, AND ALL OTHER EQUIPMENT AND DEVICES SHOWN TO BE INSTALLED ON STEEL STRUCTURES SHALL BE CONSIDERED PRELIMINARY AND FOR ESTIMATION PURPOSES ONLY. THE CONTRACTOR SHALL OBTAIN FINAL DIMENSIONS, WEIGHTS, MOUNTING REQUIREMENTS, CABLE ENTRY PROVISIONS, AND ALL OTHER INFORMATION FOR EACH ITEM TO BE INSTALLED AND SHALL PREPARE FINAL DETAILED DESIGN FOR ALL STEEL STRUCTURES. 4.2 WHERE NEW STRUCTURES INSTALLED UNDER THIS CONTRACT ARE ADJACENT TO AN EXTEND EXISTING STRUCTURES INSTALLED BY OTHERS (FOR EXAMPLE CP-33 CIL, CP-35 CIL), THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF THE EXISTING STRUCTURES AND MAKE SUCH ADJUSTMENTS AS ARE NECESSARY TO MATCH. 4.3 STRUCTURAL STEEL WIDE FLANGE BEAMS, COLUMNS, AND MISCELLANEOUS FRAMING MEMBERS SHALL CONFORM TO A.S.T.M. A992 GRADE 50 OR A.S.T.M. A572 GRADE 50. 4.4 PLATES, BARS, AND ANGLES SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. 4.5 STEEL ANGLES FOR SHEAR (WEB) CONNECTIONS BEAM-TO-BEAM AND BEAM-TO-COLUMN SHALL CONFORM TO ASTM A36. 4.6 HSS RECTANGULAR/SQUARE MEMBERS SHALL CONFORM TO A.S.T.M. A500 GRADE B. HSS ROUND MEMBERS SHALL CONFORM TO A.S.T.M. A500 GRADE B. 4.7 DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C. CODES AND SPECIFICATIONS, INCLUDING THE A.I.S.C. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS. 4.8 ALL BOLTS, NUTS, AND WASHERS SHALL CONFIRM TO SPECIFICATIONS ASTM A325 TYPE 1, ASTM A563 GRADE DH, AND ASTM F436, RESPECTIVELY. ALL FASTENERS SHALL BE HOT DEEP GALVANIZED IN ACCORDANCE WITH ASTM A153. THREADS SHALL BE EXCLUDED FROM SHEAR PLANES FOR ALL CONNECTIONS. WASHER WHICH WILL INTERFERE WITH THE FILLETS OF WIDE FLANGES SECTION SHALL BE CLIPPED. 4.9 ALL WELD SIZES, NOT INDICATED OR THOSE TO BE DESIGNED FOR MEMBER LOADS GIVEN ON THE DRAWINGS, SHALL COMPLY WITH THE LATEST A.W.S. D1.1 BUT IN NO CASE SHALL WELD SIZE BE LESS THAN 1/4 INCH. ALL WELDING ELECTRODES SHALL BE E70XX (LOW HYDROGEN) FOR CARBON STEEL. FIELD WELDING SHALL BE FINISHED GROUND SMOOTH. 4.10 ALL STEEL FOR ANCHOR RODS SHALL CONFORM TO A.S.T.M. F1554 GRADE 36. 4.11 ALL MEMBERS SHALL BE HOT DEEP GALVANIZED IN ACCORDANCE WITH ASTM A123 w/3.5 OZ ZINC PER SQ.FT. ALL STEEL SHALL BE GALVANIZED AFTER FABRICATION. 4.12 MINIMUM OF TWO BOLTS SHALL BE INSTALLED PER CONNECTION. • • • • • • • • • • 2. DESIGN CRITERIA 2.1 APPLICABLE CODES AND SPECIFICATIONS: IBC – INTERNATIONAL BUILDING CODE, NEW YORK EDITION – VERSION IN EFFECT ON BID DATE NEW YORK STATE BUILDING CODE – VERSION IN EFFECT ON BID DATE AREMA MANUAL FOR RAILWAY ENGINEERING 2019 EDITION ASCE- 7-16, AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AISC , AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 15TH EDITION AISC 360-16, AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR STRUCTURAL STEEL BUILDINGS ACI 318-19, AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AWS D1.1, AMERICAN WELDING SOCIETY STRUCTURES WELDING CODE- STEEL PCI - PRECAST CONCRETE INSTITUTE DESIGN HANDBOOK EDITION IN EFFECT ON BID DATE METRO-NORTH RAILROAD SUSTAINABLE DESIGN/DESIGN FOR THE ENVIRONMENT, GENERIC RECOMMENDATIONS AND GUIDELINES 2.2 DESIGN LOADS: GRAVITY LOADS DEAD LOAD AND SUPERIMPOSED DEAD LOADS ARE BASED ON THE ACTUAL WEIGHT OF CONSTRUCTION AND BUILDING MATERIAL. LIVE LOADS: PLATFORMS 100 PSF OR 1000 LB CONCENTRATED LOAD STAIRS AND STAIR LANDINGS 100 PSF OR 1000 LB CONCENTRATED LOAD WIND LOADS: EXPOSURE CATEGORY C RISK CATEGORY III WIND IMPORTANCE FACTOR Iw= 1.0 BASIC WIND SPEED (ULTIMATE) 120 MPH SEISMIC LOADS: SITE CLASS D IMPORTANCE FACTOR Ie= 1.25 0.2 SEC SPECTRAL RESPONSE COEFFICIENT Sds= 0.267g 1.0 SEC SPECTRAL RESPONSE COEFFICIENT Sd1= 0.096g SEISMIC DESIGN CATEGORY B SNOW LOADS: GROUND SNOW LOAD Pg= 30 PSF SNOW EXPOSURE FACTOR Ce= 0.9 IMPORTANCE FACTOR Is= 1.10 THERMAL FACTOR Ct= 1.1 3. CONCRETE: 3.1 ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'c=4000 PSI AT 28 DAYS. 3.2 DETAIL FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACES, ETC. IN ACCORDANCE WITH THE ACI-318 REQUIREMENTS. 3.3 HOLES AND OPENINGS, EXCEPT THOSE INDICATED, SHALL NOT BE PLACED THROUGH CONCRETE SLAB, WALL AND FOOTINGS WITHOUT APPROVAL. 3.4 ALL REINFORCEMENT STEEL SHALL BE ASTM A615 GRADE 60. ALL REINFORCING BARS SHALL CONFORM TO CURRENT CONCRETE REINFORCING STEEL INSTITUTE STANDARDS. 3.5 USE NON-SHRINK NON-METALLIC CEMENT GROUT BELOW ALL BASE PLATES, EQUIPMENT, AND RAIL SUPPORTS. 3.6 CONCRETE MIXING, PLACING AND ELEVATION FOR ACCEPTANCE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NEW YORK STATE BUILDING CODE AND ACI-318 CODE. 3.7 CHAMFER EXPOSED CONCRETE EDGES 3/4" x 3/4" UNLESS NOTED OTHERWISE. 3.8 REINFORCEMENT CLEAR COVER SHALL CONFIRM TO THE FOLLOWING REQUIRMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WATER: NO. 6 THROUGH NO. 11 BARS 2" NO. 5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS: NO. 11 BARS AND SMALLER 3/4" ENCASEMENTS: 1 1/2" 3.9 UNLESS OTHERWISE NOTED, ALL HOOKS ON CONCRETE REINFORCIND DETAILS ARE STANDARD 90 DEGREE HOOK. ABBREVIATIONS: ARCH. ARCHITECTURAL O.C ON CENTER BOTT BOTTOM PJP PARTIAL JOINT PENETRATION CJP COMPLETE JOINT PENETRATION PL PLATE CL CENTER LINE REINF REINFORCEMENT CLR CLEAR REQ'D REQUIRED CMU CONCRETE MASONRY UNIT REV REVERSE COL COLUMN SCH SCHEDULE CONC CONCRETE SIM SIMILAR CONN CONNECTION SPA SPACED AT CONST CONSTRUCTION STR STRUCTURAL CONST CONSTRUCTION T.O TOP OF CONT CONTINUOUS T.O.S TOP OF STEEL DIA DIAMETER TYP. TYPICAL DWG DRAWING U.O.N UNLESS OTHERWISE NOTED DN DOWN U.O.N UNLESS OTHERWISE NOTED ELEC ELECTRICAL V.I.F. VERIFY IN FIELD ELEV ELEVATION W.P. WORKING POINT EMBED. EMBEDMENT EQUIP EQUIPMENT FIN. FINISHED FDN FOUNDATION GA GAUGE GC GENERAL CONTRACTOR HOR HORIZONTAL JT. JOINT LDH DEVELOPMENT LENGTH LG LONG LLV LONG LEG VERTICAL LLH LONG LEG HORIZONTAL LSP SPLICE LENGTH MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM NO. NUMBER 5. GEOTECHNICAL: 5.1 ALL FOUNDATION TYPES AND DETAILS SHOWN SHALL BE CONSIDERED PRELIMINARY AND FOR ESTIMATION PURPOSE ONLY. FINAL FOUNDATION TYPES WILL BE INCLUDED IN THE 100% SUBMISSION, WHICH WILL BE BASED ON THE RESULTS OF A STRUCTURE-SPECIFIC GEOTECHNICAL INVESTIGATION. 6. METAL GRATING: 6.1 GRATING SHALL BE HOT DIP GALVANIZED AS PER A.S.T.M. A123 AND SHALL BE BANDED AND TIED DOWN PER MANUFACTURERS RECOMMENDATIONS. 6.2 MINIMUM GRATING CONSTRUCTION TO BE WELDED GALVANIZED STEEL BEARING AND CROSS BARS. MAIN BEARING BARS TO BE 1 1/4" x 3/16" SPACED AT 0'-1 3/16" ON CENTER MAXIMUM. CROSS BARS TO BE 1/4" SQUARE WELDED AT RIGHT ANGLES BEARING BARS AND SPACED AT 0'-4" ON CENTER MAXIMUM. 6.3 SUBMIT COMPLETE SHOP AND ERECTION DRAWINGS FOR REVIEW PRIOR TO FABRICATION OR ERECTION. 6.4 CONNECT GRATING TO SUPPORTING STEEL MEMBERS PER MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER TO SUPPLY CONNECTION HARDWARE AS REQUIRED. ELEVATION REFERENCE: ELEVATIONS PROVIDED ARE USING THE FOLLOWING DATUM: 1. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 2. HORIZONTAL DATUM IS NORTH AMERICAN DATUM OF 1983 (NAD 83) NEW YORK STATE PLANE COORDINATE SYSTEM EAST ZONE IN U.S. SURVEY FEET. 7. STAIR AND RAILS: 7.1 DESIGN OF WORKING AND WALKING SURFACES SHALL COMPLY TO THE FOLLOWING OSHA REQUIREMENTS UNDER OSHA - 29 CFR 1910 SUBPART D A. STANDARD NUMBER 1910.23 B. STANDARD NUMBER 1910.24 7.2 DESIGN OF STAIR SHALL COMPLY TO THE FOLLOWING OSHA REQUIREMENTS UNDER OSHA - 29 CFR 1926 SUBPART X A. STANDARD NUMBER 1926.1052 7.3 RAILING SHALL CONFORM TO ASTM A53 GR. B UNLESS OTHERWISE NOTED. 7.4 GRATING SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED. 7.5 ALL STEEL SHALL BE HOT DEEP GALVANIZED AFTER FABRICATION PER ASTM A123. 7.6 ALL BOLTS, NUTS, AND WASHERS SHALL BE HOT DEEP GALVANIZED PER ASTM A153. DESIGNATES THE PLATFORM NORTH. PLATFORM NORTH TO BE IN THE GENERAL DIRECTION OF NORTHBOUND ALBANY. N 5.2 CONSTRUCTON ACTIVITIES SHALL CONSIDER THE IMPACTS TO THE RAIL TRACKS, EXISTING STRUCTURES AND SURROUNDING UTILITIES WITHIN THE VICINITY OF THE PROPOSED FOUNDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR MONITORING EXISTING RAIL TRACKS FOR VIBRATION AND SETTLEMENT AND RELOCATION OF ANY NECESSARY UTILITIES FOR THE CONSTRUCTION OF THE FOUNDATIONS. 5.3 IT IS THE CONTRACTOR'S RESPONSIBILTY TO IMPLEMENT ADEQUATE DEWATERING AND SUPPORT OF EXCAVATION MEASURES AND ENSURE THE STABILITY OF THE EXCAVATION DURING CONSTRUCTION. ALL EXCAVATIONS SHALL CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS (I.E., 29 CFR PART 1926) AND OTHER APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 5.4 PERFORM ALL WORK IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE PROJECT. OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS GENERAL NOTES AS SHOWN STR-001 185 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-001.dwg 10/31/2022 5:32:46 PM by PRYOR, GABRIELLE C. 4/18/2019 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SIGNAL HOUSE L 3'-6"* 3'-6"* CL. OF TRACK 4'-0". (MIN.) EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' CL. OF TRACK PLAN ELEVATION PLATFORM EDGE STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. SIGNAL HOUSE FOUNDATION TYPE VARIES. SEE TABLE FOR DETAILS. TRACK (TYP.) N 6'-0" (MIN.) 12'-0" 10'-0" 4'-0". (MIN.) SIGNAL HOUSE L 3'-6"* 3'-6"* CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' CL. OF TRACK PLAN ELEVATION PLATFORM EDGE STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. SIGNAL HOUSE FOUNDATION TYPE VARIES. SEE TABLE FOR DETAILS. TRACK (TYP.) N 6'-0" (MIN.) 19'-0" 10'-0" 4'-0". (MIN.) 4'-8"* 4'-0". (MIN.) 4'-0"* 6'-0". (MIN.) 6'-0"* 2'-0"* 2'-0". (MIN.) CL. OF TRACK SIGNAL CASE L 4'-0" (MIN.) 2'-0"* 10'-0" 4'-0" (MIN.) EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL CASE TRACK (TYP.) PLAN ELEVATION CL. OF TRACK STAIR (TYP.) FOR LOCATION AND ORIENTATION SEE CIVIL DWGS. PLATFORM EDGE (TYP.) N 18'-0" FOUNDATION TYPE VARIES. SEE TABLE FOR DETAILS. NOTES: 1. FOR GENERAL SITE PLAN, STATION INFORMATION, LOCATION OF SIGNAL HOUSES, SIGNAL CASES, AND OTHER EQUIPMENT ALONG THE TRACK, SEE CIVIL DRAWINGS. 2. FOR PLATFORM FRAMING PLANS, SEE SHEETS STR-111 THROUGH STR-121. 3. FOR FOUNDATION INFORMATION, SEE SHEETS STR-201 THROUGH STR-204. 4. DENOTES COMMUNICATIONS AND ELECTRICAL EQUIPMENT OVERALL DIMENSIONS & LOCATION ON PLATFORM. SEE SYSTEMS, SIGNAL POWER, AND SNOWMELTER DRAWINGS FOR MORE INFORMATION. 5. EXISTING GRADE VARIES. TOP OF FOUNDATION VARIES WITH RESPECT TO EXISTING GRADE. SEE FOUNDATION DETAILS ON SHEETS STR-201 THROUGH STR-204 FOR MORE INFORMATION. 6. " * " DIMENSIONS REPRESENT MINIMUM REQUIRED CLEARANCES FOR METRO NORTH AND VENDOR SUPPLIED EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCES WITH VENDOR APPROVED DRAWINGS AND REQUIRED DIMENSIONS AND CLEARANCES FOR CONTRACTOR SUPPLIED EQUIPMENT. OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS OVERALL PLATFORM PLAN AND ELEVATION - I AS SHOWN STR-101 186 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-101.dwg 10/31/2022 2:38:56 PM by PRYOR, GABRIELLE C. 11/14/2016 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 PLATFORM TYPE-1 LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "XX x L" 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE BANK ST GX/PTC CP-61N OPPOSITE HAND 10'-0" x 20'-0" 9.0'/12.0' 17.0' BOTH ML-350 AS DRAWN 10'-0" x 20'-0" 12.0'/19.0' 19.0' BOTH DRILLED SHAFT IN SOIL ML-356 AS DRAWN 10'-0" x 20'-0" 5.0'/10.0' 18.0' BOTH SPREAD FOOTING ON ROCK ML-368 AS DRAWN 10'-0" x 20'-0" 12.0'/14.0' 18.0' BOTH ML-389 AS DRAWN 10'-0" x 20'-0" 38.0'/39.0' 39.0' BOTH ML-414 OPPOSITE HAND 10'-0" x 20'-0" 8.0'/9.0' 18.0' BOTH SPREAD FOOTING ON SOIL ML-425 AS DRAWN 10'-0" x 20'-0" 5.0'/7.0' 18.0' BOTH SPREAD FOOTING ON SOIL ML-432 AS DRAWN 10'-0" x 20'-0" 2.0'/7.0' 18.0' BOTH DRILLED SHAFT WITH ROCK SOCKET ML-436 AS DRAWN 10'-0" x 20'-0" 8.0'/11.0' 18.0' BOTH SPREAD FOOTING ON ROCK ML-443 OPPOSITE HAND 10'-0" x 20'-0" 9.0' 18.0' BOTH ML-448 AS DRAWN 10'-0" x 20'-0" 8.0'/10.0' 18.0' BOTH ML-453 AS DRAWN 10'-0" x 20'-0" 4.0'/7.0' 17.0' BOTH DRILLED SHAFT IN SOIL ML-474 OPPOSITE HAND 10'-0" x 20'-0" 7.0'/10.0' 17.0' BOTH ML-481 OPPOSITE HAND 10'-0" x 20'-0" 6.0'/13.0' 17.0' BOTH DRILLED SHAFT WITH ROCK SOCKET ML-488 OPPOSITE HAND 10'-0" x 20'-0" 10.0'/11.0' 17.0' BOTH ML-494 AS DRAWN 10'-0" x 20'-0" 11.0'/16.0' 17.0' BOTH ML-507 AS DRAWN 10'-0" x 20'-0" 4.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-514 AS DRAWN 10'-0" x 20'-0" 4.0'/6.0' 17.0' BOTH DRILLED SHAFT IN SOIL ML-521 AS DRAWN 10'-0" x 20'-0" 5.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-541 AS DRAWN 10'-0" x 20'-0" 6.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-558 OPPOSITE HAND 10'-0" x 20'-0" 9.0'/10.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-576 AS DRAWN 10'-0" x 20'-0" 6.0'/7.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-595 AS DRAWN 10'-0" x 20'-0" 9.0'/10.0' 17.0' BOTH ML-602 AS DRAWN 10'-0" x 20'-0" 4.0'/8.0' 17.0' BOTH DRILLED SHAFT WITH ROCK SOCKET ML-609 AS DRAWN 10'-0" x 20'-0" 10.0'/11.0' 17.0' BOTH ML-622 OPPOSITE HAND 10'-0" x 20'-0" 10.5'/11.5' 17.0' BOTH ML-630 AS DRAWN 10'-0" x 20'-0" 6.0'/7.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-639 AS DRAWN 10'-0" x 20'-0" 6.0'/7.5' 17.0' BOTH SPREAD FOOTING ON ROCK ML-648 OPPOSITE HAND 10'-0" x 20'-0" 8.0'/9.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-656 AS DRAWN 10'-0" x 20'-0" 8.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-664 AS DRAWN 10'-0" x 20'-0" 7.0'/9.0' 17.0' BOTH DRILLED SHAFT IN SOIL ML-673 AS DRAWN 10'-0" x 20'-0" 11.0'/13.0' 17.0' BOTH ML-682 AS DRAWN 10'-0" x 20'-0" 8.0'/12.0' 17.0' BOTH DRILLED SHAFT WITH ROCK SOCKET ML-690 OPPOSITE HAND 10'-0" x 20'-0" 4.0'/5.0' 17.0' BOTH SPREAD FOOTING ON SOIL ML-698 OPPOSITE HAND 10'-0" x 20'-0" 8.0'/9.0' 17.0' BOTH SPREAD FOOTING ON ROCK ML-707 AS DRAWN 10'-0" x 20'-0" 8.0' 17.0' BOTH ML-715 AS DRAWN 10'-0" x 20'-0" 10.0'/11.0' 17.0' BOTH PLATFORM TYPE-2 LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "XX x L" 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE ML-550/SHP-11 AS DRAWN 10'-0" x 20'-0" 6.0'/7.0' 17.0' BOTH SPREAD FOOTING ON SOIL PIRATE CANOE GX/SHP-19 OPPOSITE HAND 10'-0" x 20'-0" 9.0'/12.0' 17.0' BOTH PLATFORM TYPE-3 LOCATION TRACK LOCATION SIGNAL CASE DIM. 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-33 LOC A OPPOSITE HAND 2'-0" x 10'-0" 2.0'/5.0' 18.0' NORTH MICROPILE IN SOIL CP-33 LOC B OPPOSITE HAND 2'-0" x 7'-0" 2.0'/5.0' 18.0' SOUTH MICROPILE IN SOIL CP-33 LOC D OPPOSITE HAND 2'-0" x 7'-0" 2.0'/5.0' 18.0' SOUTH MICROPILE IN SOIL CP-33 LOC E OPPOSITE HAND 2'-0" x 10'-0" 1.0'/6.0' 18.0' NORTH SPREAD FOOTING ON SOIL CP-33 LOC F OPPOSITE HAND 2'-0" x 7'-0" 5.0'/6.0' 18.0' NORTH SPREAD FOOTING ON SOIL CP-35 LOC C AS DRAWN 2'-0" x 10'-0" 11.0'/13.0' 18.0' SOUTH CP-36 LOC A OPPOSITE HAND 2'-0" x 10'-0" 3.0'/6.0' 18.0' NORTH SPREAD FOOTING ON SOIL CP-46 LOC C OPPOSITE HAND 2'-0" x 10'-0" 7.0'/8.0' 17.0' SOUTH DRILLED SHAFT IN SOIL CP-53 LOC A OPPOSITE HAND 2'-0" x 10'-0" 8.0'/9.5' 17.0' SOUTH CP-53 LOC B OPPOSITE HAND 2'-0" x 7'-0" 5.0'/8.0' 17.0' NORTH DRILLED SHAFT IN SOIL CP-53 LOC C OPPOSITE HAND 2'-0" x 7'-0" 3.0'/6.0' 17.0' NORTH CP-53 LOC D OPPOSITE HAND 2'-0" x 10'-0" 5.0'/6.5' 17.0' NORTH CP-58 LOC A OPPOSITE HAND 2'-0" x 10'-0" 6.0'/8.0' 17.0' SOUTH CP-58 LOC B OPPOSITE HAND 2'-0" x 7'-0" 6.5' 17.0' SOUTH CP-58 LOC C OPPOSITE HAND 2'-0" x 7'-0" 8.5' 17.0' SOUTH CP-58 LOC D OPPOSITE HAND 2'-0" x 10'-0" 7.0'/8.0' 17.0' SOUTH CP-61 LOC A AS DRAWN 2'-0" x 10'-0" 9.0' 17.0' SOUTH CP-61 LOC B AS DRAWN 2'-0" x 10'-0" 6.0' 17.0' SOUTH TCML-338 AS DRAWN 2'-0" x 10'-0" 16' 20.0' NORTH SCALE: 1/8" = 1'-0" 3 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 3 SCALE: 1/8" = 1'-0" 1 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 1 SCALE: 1/8" = 1'-0" 2 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 2 DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL SPREAD FOOTING ON SOIL SPREAD FOOTING ON SOIL SPREAD FOOTING ON SOIL SPREAD FOOTING ON SOIL SPREAD FOOTING ON SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL LOCATED IN CROTON-ON-HUDSON LOCATED IN CROTON-ON-HUDSON LOCATED IN CROTON-ON-HUDSON NOTE: FOUNDATION TYPES AND DEPTHS NOT YET CONFIRMED CL. OF TRACK 10'-0" (MIN.) 4'-0" (MIN.) 4'-0" 5'-0" * 2'-0" * SIGNAL CASE EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL CASE CL. OF TRACK PLAN PLATFORM EDGE (TYP.) STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. TRACK (TYP.) N (MIN.) 4'-0" FOUNDATION TYPE VARIES. SEE TABLE FOR DETAILS. CL. OF TRACK 10'-0" 5'-0" 2'-0"* SIGNAL CASE EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' CL. OF TRACK PLATFORM EDGE PLAN ELEVATION N ACCESS LADDER(TYP.) FOUNDATION, SEE TABLE FOR DETAILS. 1'-0"* TRACK (TYP.) CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' ELECTRICAL EQUIPMENT CL. OF TRACK PLAN ELEVATION PLATFORM EDGE STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. TRACK (TYP.) FOUNDATION,SEE TABLE FOR DETAILS. N 8'-0" 21'-0" 4'-8"* 4'-0" (MIN.) 4'-0" (MIN.) 6'-0"* 4'-0"* 2'-0". (MIN.) 2'-0"* NOTES: 1. FOR GENERAL SITE PLAN, STATION INFORMATION, LOCATION OF SIGNAL HOUSES, SIGNAL CASES, AND OTHER EQUIPMENT ALONG THE TRACK, SEE CIVIL DRAWINGS. 2. FOR PLATFORM FRAMING PLANS, SEE SHEETS STR-111 THROUGH STR-121. 3. FOR FOUNDATION INFORMATION, SEE SHEETS STR-201 THROUGH STR-204. 4. DENOTES COMMUNICATIONS AND ELECTRICAL EQUIPMENT OVERALL DIMENSIONS & LOCATION ON PLATFORM. SEE SYSTEMS, SIGNAL POWER, AND SNOWMELTER DRAWINGS FOR MORE INFORMATION. 5. EXISTING GRADE VARIES. TOP OF FOUNDATION VARIES WITH RESPECT TO EXISTING GRADE. SEE FOUNDATION DETAILS ON SHEETS STR-201 THROUGH STR-204 FOR MORE INFORMATION. 6. " * " DIMENSIONS REPRESENT MINIMUM REQUIRED CLEARANCES FOR METRO NORTH AND VENDOR SUPPLIED EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCES WITH VENDOR APPROVED DRAWINGS AND REQUIRED DIMENSIONS AND CLEARANCES FOR CONTRACTOR SUPPLIED EQUIPMENT. OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS OVERALL PLATFORM PLAN AND ELEVATION - II AS SHOWN STR-102 187 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-102.dwg 10/31/2022 2:39:29 PM by PRYOR, GABRIELLE C. 10/25/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 PLATFORM TYPE-5 LOCATION TRACK LOCATION SIGNAL CASE DIM. 'X' EXIT. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. ACCESS SIDE (LADDER) FOUNDATION TYPE LOC-409/NB START AS DRAWN 1'-0" x 2'-0" 12.0'/13.0' 14.0' (SEE NOTE) SOUTH LOC-418/SB START AS DRAWN 1'-0" x 2'-0" 6.0'/7.0' 14.0' (SEE NOTE) SOUTH MAT LOC-455/NB START OPPOSITE HAND 1'-0" x 2'-0" 1.0'/8.0' 13.0' (SEE NOTE) NORTH MAT LOC-634/SB START OPPOSITE HAND 1'-0" x 2'-0" 10.0' 13.0' (SEE NOTE) SOUTH LOC-701/NB START AS DRAWN 1'-0" x 2'-0" 8.0' 13.0' (SEE NOTE) NORTH PLATFORM TYPE-6 LOCATION TRACK LOCATION SIGNAL CASE/ EQUIP. DIM. 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE SHP-8/MONKS BR POLICE, MONK BR MW OPPOSITE HAND VARIES, SEE NOTES 14.0' 17.0' SOUTH SHP-9A AS DRAWN VARIES, SEE NOTES 8.0' 17.0' NORTH SHP-10 AS DRAWN VARIES, SEE NOTES 6.0'/7.0' 17.0' SOUTH DRILLED SHAFT IN SOIL SHP-12/HU-580 AS DRAWN VARIES, SEE NOTES 8.0' 17.0' SOUTH SHP-16 OPPOSITE HAND VARIES, SEE NOTES 10.0' 17.0' SOUTH SHP-17 AS DRAWN VARIES, SEE NOTES 9.0' 17.0' SOUTH PLATFORM TYPE-4 LOCATION TRACK LOCATION SIGNAL CASE DIM. 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE EL-345 AS DRAWN 2'-0" x 5'-0" 7.0'/8.0' 18.0' NORTH SPREAD FOOTING ON SOIL EL-589 AS DRAWN 2'-0" x 5'-0" 9.0' 17.0' NORTH EL-610 AS DRAWN 2'-0" x 5'-0" 10.5'/14.0' 17.0' SOUTH EL-632 AS DRAWN 2'-0" x 5'-0" 10.0'/13.0' 17.0' SOUTH EL-650 OPPOSITE HAND 2'-0" x 5'-0" 10.0'/11.0' 17.0' NORTH EL-697 AS DRAWN 2'-0" x 5'-0" 8.0'/9.0' 17.0' NORTH DRILLED SHAFT WITH ROCK SOCKET NOTE: FOR ALL LOCATIONS, BOTTOM OF THE SIGNAL CASE SHALL BE 4' ABOVE FIN. FLOOR EL. SCALE: 1/8" = 1'-0" 2 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 5 SCALE: 1/8" = 1'-0" 3 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 6 SCALE: 1/8" = 1'-0" 1 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 4 DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL MAT MAT MAT DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL DRILLED SHAFT IN SOIL LOCATED IN CROTON-ON-HUDSON CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' ELECTRICAL EQUIPMENT CL. OF TRACK ELEVATION PLATFORM EDGE STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. TRACK (TYP.) FOUNDATION,SEE TABLE FOR DETAILS. 8'-0" 27'-0" 4'-8"* 4'-0" (MIN.) 6'-0"* 4'-0"* 3'-6"* 3'-6"* 4'-8" 2'-0" (MIN.) 2'-0". (MIN.) 4'-0" (MIN.) N 2'-0"* NOTES: 1. FOR GENERAL SITE PLAN, STATION INFORMATION, LOCATION OF SIGNAL HOUSES, SIGNAL CASES, AND OTHER EQUIPMENT ALONG THE TRACK, SEE CIVIL DRAWINGS. 2. FOR PLATFORM FRAMING PLANS, SEE SHEETS STR-111 THROUGH STR-121. 3. FOR FOUNDATION INFORMATION, SEE SHEETS STR-201 THROUGH STR-204. 4. DENOTES COMMUNICATIONS AND ELECTRICAL EQUIPMENT OVERALL DIMENSIONS & LOCATION ON PLATFORM. SEE SYSTEMS, SIGNAL POWER, AND SNOWMELTER DRAWINGS FOR MORE INFORMATION. 5. EXISTING GRADE VARIES. TOP OF FOUNDATION VARIES WITH RESPECT TO EXISTING GRADE. SEE FOUNDATION DETAILS ON SHEETS STR-201 THROUGH STR-204 FOR MORE INFORMATION. 6. " * " DIMENSIONS REPRESENT MINIMUM REQUIRED CLEARANCES FOR METRO NORTH AND VENDOR SUPPLIED EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCES WITH VENDOR APPROVED DRAWINGS AND REQUIRED DIMENSIONS AND CLEARANCES FOR CONTRACTOR SUPPLIED EQUIPMENT. CL. OF TRACK GENERATOR L W 11'-0" EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' GENERATOR TRACK (TYP.) PLAN ELEVATION CL. OF TRACK STAIR (TYP.) FOR LOCATION AND ORIENTATION SEE CIVIL DWGS. PLATFORM EDGE (TYP.) N FOUNDATION, SEE TABLE FOR DETAILS. 18'-0" 3'-6" (MIN.) (TYP.) 3'-6" MIN. (TYP.) OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS OVERALL PLATFORM PLAN AND ELEVATION - III AS SHOWN STR-103 188 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-103.dwg 10/31/2022 2:40:03 PM by PRYOR, GABRIELLE C. 3/23/2016 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/8" = 1'-0" 1 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 7 PLATFORM TYPE-7 LOCATION TRACK LOCATION SIGNAL CASE/ EQUIP. DIM. 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE SHP-2 AS DRAWN VARIES, SEE NOTES 9.0'/12.0' 18.0' NORTH SPREAD FOOTING ON SOIL SHP-5 AS DRAWN VARIES, SEE NOTES 7.0' 18.0' SOUTH SPREAD FOOTING ON SOIL SHP-6 AS DRAWN VARIES, SEE NOTES 7.0'/9.0' 17.0' BOTH SPREAD FOOTING ON SOIL SHP-15 AS DRAWN VARIES, SEE NOTES 7.0'/8.0' 17.0' SOUTH SPREAD FOOTING ON SOIL PLATFORM TYPE-8 LOCATION TRACK LOCATION GENERATOR OVERALL DIM. (LxW) 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-36 CIL GENERATOR AS DRAWN 9'-10"x3'-2" 8.0'/9.0' 18.0' NORTH SPREAD FOOTING ON SOIL CP-53 CIL GENERATOR AS DRAWN 9'-10"x3'-2" 5.0'/7.0' 17.0' NORTH CP-58 CIL GENERATOR AS DRAWN 9'-10"x3'-2" 10.0' 17.0' SOUTH CP-61 CIL GENERATOR AS DRAWN 9'-10"x3'-2" 7.0'/8.0' 17.0' NORTH SPREAD FOOTING ON SOIL SCALE: 1/8" = 1'-0" 2 OVERALL PLATFORM PLAN AND ELEVATION - TYPE 8 SPREAD FOOTING ON SOIL SPREAD FOOTING ON SOIL LOCATED IN CROTON-ON-HUDSON SIGNAL HOUSE L CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL HOUSE TRACK (TYP.) STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. ) PLATFORM EDGE (TYP.) CL. OF TRACK FOUNDATION. SEE TABLE FOR DETAILS. N 5'-0" 5'-0" 10'-0" PLAN SIGNAL HOUSE 2'-0" * CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL HOUSE PLAN ELEVATION CL. OF TRACK STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. PLATFORM EDGE (TYP.) TRACK (TYP.) N 5'-0" L 9'-0" 10'-0" FOUNDATION, SEE TABLE FOR DETAILS. 4'-0" 3'-0" * OUTLINE OF EXISTING PLATFORM & STAIR. DIMENSIONS, OFFSET TO CP-33 CIL PLATFORM & ELEVATIONS TO BE VERIFIED IN FIELD. (TYP.) 3'-0" NOTES: 1. FOR GENERAL SITE PLAN, STATION INFORMATION, LOCATION OF SIGNAL HOUSES, SIGNAL CASES, AND OTHER EQUIPMENT ALONG THE TRACK, SEE CIVIL DRAWINGS. 2. FOR PLATFORM FRAMING PLANS, SEE SHEETS STR-111 THROUGH STR-121. 3. FOR FOUNDATION INFORMATION, SEE SHEETS STR-201 THROUGH STR-204. 4. DENOTES COMMUNICATIONS AND ELECTRICAL EQUIPMENT OVERALL DIMENSIONS & LOCATION ON PLATFORM. SEE SYSTEMS, SIGNAL POWER, AND SNOWMELTER DRAWINGS FOR MORE INFORMATION. 5. EXISTING GRADE VARIES. TOP OF FOUNDATION VARIES WITH RESPECT TO EXISTING GRADE. SEE FOUNDATION DETAILS ON SHEETS STR-201 THROUGH STR-204 FOR MORE INFORMATION. 6. " * " DIMENSIONS REPRESENT MINIMUM REQUIRED CLEARANCES FOR METRO NORTH AND VENDOR SUPPLIED EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCES WITH VENDOR APPROVED DRAWINGS AND REQUIRED DIMENSIONS AND CLEARANCES FOR CONTRACTOR SUPPLIED EQUIPMENT. SIGNAL HOUSE EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL EQUIPMENT PROFILE STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. OUTLINE OF EXISTING PLATFORM & STAIR. DIMENSIONS, OFFSET TO CP-33 CIL PLATFORM & ELEVATIONS TO BE VERIFIED IN FIELD. (TYP.) EXIST. FLOOR ELEV. FOR INFORMATION ON EXISTING AND NEW FOUNDATION SEE SHEET STR-114 AND STR-201 OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS OVERALL PLATFORM PLAN AND ELEVATION - IV AS SHOWN STR-104 189 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-104.dwg 11/1/2022 6:25:00 PM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/8" = 1'-0" 1 OVERALL PLATFORM PLAN AND ELEVATION -CP-33 LOC C PLATFORM TYPE CP-33 LOCATION C LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "10' x L" 'X' EXIST GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-33 LOC C AS DRAWN 10'-0" x 40'-0" 2.0'/4.0' 18.0' BOTH MICROPILE IN SOIL SCALE: 1/8" = 1'-0" 2 OVERALL PLATFORM PLAN AND ELEVATION - CP-33 CIL PLATFORM TYPE CP-33 CIL LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "XX x L" 'X' EXIST. GRADE ELEV. 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-33 CIL AS DRAWN 10'-0" x 44'-0" 6.0' 18.0' (SEE NOTE) BOTH MAT NOTE: WHERE NEW STRUCTURE BEING INSTALLED IS ADJACENT TO EXISTING STRUCTURE INSTALLED BY OTHERS, THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF THE EXISTING STRUCTURE AND MAKE SUCH ADJUSTMENTS AS ARE NECESSARY TO CONSTRUCT NEW STRUCTURE AS DEPICTED. SCALE: 1/8" = 1'-0" 3 OVERALL PLATFORM PLAN AND ELEVATION PROFILE - CP-33 CIL LOCATED IN CROTON-ON-HUDSON LOCATED IN CROTON-ON-HUDSON NOTES: 1. FOR GENERAL SITE PLAN, STATION INFORMATION, LOCATION OF SIGNAL HOUSES, SIGNAL CASES, AND OTHER EQUIPMENT ALONG THE TRACK, SEE CIVIL DRAWINGS. 2. FOR PLATFORM FRAMING PLANS, SEE SHEETS STR-111 THROUGH STR-121. 3. FOR FOUNDATION INFORMATION, SEE SHEETS STR-201 THROUGH STR-204. 4. DENOTES COMMUNICATIONS AND ELECTRICAL EQUIPMENT OVERALL DIMENSIONS & LOCATION ON PLATFORM. SEE SYSTEMS, SIGNAL POWER, AND SNOWMELTER DRAWINGS FOR MORE INFORMATION. 5. EXISTING GRADE VARIES. TOP OF FOUNDATION VARIES WITH RESPECT TO EXISTING GRADE. SEE FOUNDATION DETAILS ON SHEETS STR-201 THROUGH STR-204 FOR MORE INFORMATION. 6. " * " DIMENSIONS REPRESENT MINIMUM REQUIRED CLEARANCES FOR METRO NORTH AND VENDOR SUPPLIED EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCES WITH VENDOR APPROVED DRAWINGS AND REQUIRED DIMENSIONS AND CLEARANCES FOR CONTRACTOR SUPPLIED EQUIPMENT. CL. OF TRACK 10'-0" 4'-0" 2'-0" * 10'-0" (MIN.) 4'-0" EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL CASE TRACK (TYP.) PLAN ELEVATION CL. OF TRACK STAIR (TYP.) FOR LOCATION AND ORIENTATION SEE CIVIL DWGS. PLATFORM EDGE (TYP.) N 28'-0" FOUNDATION TYPE VARIES. SEE TABLE FOR DETAILS. SIGNAL CASE SIGNAL CASE 6'-0" CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' MATCH EXISTING SIGNAL CASE CL. OF TRACK PLAN ELEVATION NEW PLATFORM EDGE TRACK (TYP.) EXISTING FOUNDATION N OUTLINE OF EXISTING PLATFORM & STAIR. DIMENSIONS & ELEVATIONS TO BE VERIFIED IN FIELD. (TYP.) 2'-0" * 10'-0" * (MIN.) 4'-0" (MIN.) 4'-0" EXISTING CASE MATCH EXISTING PLATFORM NEW SIGNAL CASE 3'-3" OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS OVERALL PLATFORM PLAN AND ELEVATION - V AS SHOWN STR-105 190 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-105.dwg 11/2/2022 10:35:21 AM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 PLATFORM TYPE CP-33 LOC. G LOCATION TRACK LOCATION SIGNAL CASE DIM. "XX x L" 'X' EXIST GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-33 LOC. G AS DRAWN 2'-0" X 10'-0" 6.0' 15.0' SOUTH (EXISTING) PLATFORM TYPE CP-34 LOC. A LOCATION TRACK LOCATION SIGNAL CASE/EQUIP. DIM. 'X' EXIST GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-34 LOC A AS DRAWN VARIES 12.0' 18.0' NORTH SCALE: 1/8" = 1'-0" 2 OVERALL PLATFORM PLAN AND ELEVATION - CP-34 LOC. A SCALE: 1/8" = 1'-0" 1 OVERALL PLATFORM PLAN AND ELEVATION - CP-33 LOC. G EXISTING MICROPILE IN SOIL LOCATED IN CROTON-ON-HUDSON LOCATED IN CROTON-ON-HUDSON SIGNAL HOUSE CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL HOUSE 6'-0" (MIN.) 6'-0"* 2'-0"* 2'-0"* 3'-0"* PLAN ELEVATION CL. OF TRACK STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. PLATFORM EDGE (TYP.) TRACK (TYP.) FOUNDATION,SEE TABLE FOR DETAILS. N 6'-0" L 16'-0" 10'-0" 6'-0" (MIN.) CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' ELECTRICAL EQUIPMENT CL. OF TRACK PLAN ELEVATION PLATFORM EDGE TRACK (TYP.) FOUNDATION,SEE TABLE FOR DETAILS. N 14'-0" 4'-8"* 2'-0". (MIN.) 4'-0"* 3'-6"* 3'-6"* 2'-0" (MIN.) 2'-0" 6'-0"* 2'-0". (MIN.) 6'-0" OUTLINE OF EXISTING PLATFORM & STAIR. DIMENSIONS & ELEVATIONS TO BE VERIFIED IN FIELD. (TYP.) CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL HOUSE TRACK (TYP.) STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. PLATFORM EDGE (TYP.) CL. OF TRACK FOUNDATION,SEE TABLE FOR DETAILS N SIGNAL HOUSE 6'-0" 16'-0" L 6'-0"* 10'-0" 2'-6"* 3'-0" 3'-0" PLAN ELEVATION 3'-0"* 2'-0"* 7'-0" 4'-0" 6'-0" (MIN.) 6'-0" (MIN.) NOTES: 1. FOR GENERAL SITE PLAN, STATION INFORMATION, LOCATION OF SIGNAL HOUSES, SIGNAL CASES, AND OTHER EQUIPMENT ALONG THE TRACK, SEE CIVIL DRAWINGS. 2. FOR PLATFORM FRAMING PLANS, SEE SHEETS STR-111 THROUGH STR-121. 3. FOR FOUNDATION INFORMATION, SEE SHEETS STR-201 THROUGH STR-204. 4. DENOTES COMMUNICATIONS AND ELECTRICAL EQUIPMENT OVERALL DIMENSIONS & LOCATION ON PLATFORM. SEE SYSTEMS, SIGNAL POWER, AND SNOWMELTER DRAWINGS FOR MORE INFORMATION. 5. EXISTING GRADE VARIES. TOP OF FOUNDATION VARIES WITH RESPECT TO EXISTING GRADE. SEE FOUNDATION DETAILS ON SHEETS STR-201 THROUGH STR-204 FOR MORE INFORMATION. 6. " * " DIMENSIONS REPRESENT MINIMUM REQUIRED CLEARANCES FOR METRO NORTH AND VENDOR SUPPLIED EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCES WITH VENDOR APPROVED DRAWINGS AND REQUIRED DIMENSIONS AND CLEARANCES FOR CONTRACTOR SUPPLIED EQUIPMENT. OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS OVERALL PLATFORM PLAN AND ELEVATION - VI AS SHOWN STR-106 191 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-106.dwg 10/31/2022 5:30:02 PM by PRYOR, GABRIELLE C. 10/24/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 PLATFORM TYPE SHP-1 LOCATION TRACK LOCATION DIM 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE SHP-1 AS DRAWN VARIES, SEE PLAN 7.0'/10.0' 18.0' NONE NOTE: WHERE NEW STRUCTURE BEING INSTALLED IS ADJACENT TO AN EXTEND EXISTING STRUCTURE INSTALLED BY OTHERS, THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF THE EXISTING STRUCTURE AND MAKE SUCH ADJUSTMENTS AS ARE NECESSARY TO MATCH DIMENSIONS & ELEVATIONS. PLATFORM TYPE CP-34 CIL LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "XX x L" 'X' EXIST GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-34 CIL/SMC-34 AS DRAWN 10'-0" x 44'-0" 14.0'/15.0' 18.0' BOTH PLATFORM TYPE CP-35 CIL LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "XX x L" 'X' EXIST. GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-35 CIL AS DRAWN 10'-0" x 44'-0" 8.0'/11.0' 18.0' BOTH SPREAD FOOTING ON SOIL SCALE: 1/8" = 1'-0" 1 OVERALL PLATFORM PLAN AND ELEVATION - CP-34 CIL SCALE: 1/8" = 1'-0" 2 OVERALL PLATFORM PLAN AND ELEVATION - CP-35 CIL SCALE: 1/8" = 1'-0" 3 OVERALL PLATFORM PLAN AND ELEVATION - SHP-1 MICROPILE IN SOIL DRILLED SHAFT IN SOIL LOCATED IN CROTON-ON-HUDSON LOCATED IN CROTON-ON-HUDSON LOCATED IN CROTON-ON-HUDSON NOTES: 1. FOR GENERAL SITE PLAN, STATION INFORMATION, LOCATION OF SIGNAL HOUSES, SIGNAL CASES, AND OTHER EQUIPMENT ALONG THE TRACK, SEE CIVIL DRAWINGS. 2. FOR PLATFORM FRAMING PLANS, SEE SHEETS STR-111 THROUGH STR-121. 3. FOR FOUNDATION INFORMATION, SEE SHEETS STR-201 THROUGH STR-204. 4. DENOTES COMMUNICATIONS AND ELECTRICAL EQUIPMENT OVERALL DIMENSIONS & LOCATION ON PLATFORM. SEE SYSTEMS, SIGNAL POWER, AND SNOWMELTER DRAWINGS FOR MORE INFORMATION. 5. EXISTING GRADE VARIES. TOP OF FOUNDATION VARIES WITH RESPECT TO EXISTING GRADE. SEE FOUNDATION DETAILS ON SHEETS STR-201 THROUGH STR-204 FOR MORE INFORMATION. 6. " * " DIMENSIONS REPRESENT MINIMUM REQUIRED CLEARANCES FOR METRO NORTH AND VENDOR SUPPLIED EQUIPMENT. CONTRACTOR TO COORDINATE CLEARANCES WITH VENDOR APPROVED DRAWINGS AND REQUIRED DIMENSIONS AND CLEARANCES FOR CONTRACTOR SUPPLIED EQUIPMENT. SIGNAL HOUSE CL. OF TRACK EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' SIGNAL HOUSE (MIN.) 6'-0" 3'-6" * 3'-6" * 2'-0" * 6'-0" PLAN ELEVATION CL. OF TRACK STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. PLATFORM EDGE (TYP.) TRACK (TYP.) FOUNDATION,SEE TABLE FOR DETAILS. N 6'-0" L 14'-0" 10'-0" (MIN.) 4'-0" SIGNAL HOUSE L 3'-6" * 3'-6" * CL. OF TRACK (MIN.) 4'-0". EXIST. GRADE ELEV. 'X' FINISH FLOOR ELEV. 'Y' CL. OF TRACK PLAN ELEVATION PLATFORM EDGE STAIR (TYP.) FOR LOCATION SEE CIVIL DWGS. SIGNAL HOUSE FOUNDATION TYPE VARIES. SEE TABLE FOR DETAILS. TRACK (TYP.) N (MIN.) 6'-0" 12'-0" 10'-0" (MIN.) 4'-0". OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS OVERALL PLATFORM PLAN AND ELEVATION - VII AS SHOWN STR-107 192 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-107.dwg 10/31/2022 2:46:02 PM by PRYOR, GABRIELLE C. 3/23/2016 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 PLATFORM TYPE CP-36 CIL LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "XX x L" 'X' EXIST GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION TYPE CP-36 CIL AS DRAWN 10'-0" x 40'-0" 6.0'/8.0' 18.0' BOTH SPREAD FOOTING ON SOIL PLATFORM TYPE ML-419 LOCATION TRACK LOCATION SIGNAL HOUSE DIM. "XX x L" 'X' EXIST GRADE ELEV. (LOW/HIGH) 'Y' FIN. FLOOR ELEV. STAIR SIDE FOUNDATION LOCATION ML-419 AS DRAWN 10'-0" x 20'-0" 4.0'/9.0' 18.0' BOTH SCALE: 1/8" = 1'-0" 1 OVERALL PLATFORM PLAN AND ELEVATION - CP-36 CIL SCALE: 1/8" = 1'-0" 2 OVERALL PLATFORM PLAN AND ELEVATION - ML-419 DRILLED SHAFT IN SOIL LOCATED IN CROTON-ON-HUDSON 2.A 2.B 2.C 2.E 2.2 2.1 12'-0" 14'-0" 10'-0" 9'-0" 2.D 3'-0" 4'-3" 3'-6" * 3'-6" * 3'-0" 6'-0" * 4'-3" 2'-9" 10'-0" 5'-0" 5'-0" SIGNAL HOUSE ABOVE 3'-6" * 3'-0" * 2'-0"* N STAIR (TYP.) CB CB CB CB CB CB CB CB CB SIGNAL HOUSE 'L' * 5 STR-502 _________________________ C12X30 C12X30 CONT. W10X45 W10X45 W10X45 W10X45 W10X45 W10X45 C12X30 4 STR-501 _________________________ 5 STR-501 _________________________ 5 STR-501 _________________________ 4 STR-501 _________________________ (TYP.) (TYP.) (TYP.) W8 STEEL COLUMN (TYP.) (SEE NOTE 11) OUTLINE OF GUARDRAIL 45'-0" 6'-0" (TYP.) CB C12X30 CONT. • • NOTES: 1. FOR OVERALL PLATFORM PLAN AND ELEVATION, TRACK LOCATION, EXISTING GRADE ELEVATION AND TOP OF FINISH FLOOR ELEVATION, SEE PLATFORM INFORMATION TABLES ON STR-101 TO STR-106. 2. DENOTES 1 1/4"x 3/16" GALVANIZED STEEL GRATING TYPE SGW BY MCNICHOLS OR APPROVED EQUAL. TOP OF GRATING SHALL BE AT FINISH FLOOR ELEVATION. DIRECTION OF GRATING IS SHOWN AS ON PLAN. PROVIDE SADDLE TYPE GRATING ANCHORS TO MATCH GRATING SPACED AT 2'-0" O.C. MAX IN EACH DIRECTION. FOR EXTENT OF GRATING SEE DETAIL 6 ON STR-502. 3. TOP OF STEEL TO BE 1 1/4" BELOW TOP OF GRATING UNLESS OTHERWISE NOTED THUS [+/- ...] INDICATING DISTANCE ABOVE OR BELOW TOP OF GRATING. 4. ALL FILLER BEAMS TO BE W8x24 AND SHALL BE EQUALLY SPACED WITHIN BAYS UNLESS OTHERWISE NOTED. MAXIMUM FILLER BEAM SPACING SHALL NOT EXCEED 4'-6". 5. DIMENSION NOTED AS ' L' REPRESENTS THE LENGTH OF THE SIGNAL HOUSE OR SIGNAL CASE. SEE PLATFORM INFORMATION TABLES ON DWG. STR-101 THROUGH STR-106. 6. - - - - - INDICATES L3 1/2"x3 1/2"x1/2" KICKER BELOW. SEE STR-501 FOR DETAILS. 7. INDICATES COLUMN BELOW. 8. STAIR LENGTH AND LOCATION VARIES DUE TO VARYING GRADE ELEVATIONS AT DIFFERENT SITES. CONTRACTOR TO VERIFY FINAL GRADE ELEVATIONS AND SUBMIT STAIR SHOP DRAWINGS FOR APPROVAL. FOR TYPICAL STRINGER CONNECTION AT TOP AND BOTTOM OF STAIR SEE STR-502. FOR STAIR FOUNDATION SEE STR-204. FOR LOCATION OF THE STAIR ALONG PLATFORM WIDTH, SEE CIVIL SITE DRAWINGS. 9. FOR GUARDRAIL INFORMATION AND CONNECTION DETAILS SEE STR-505. DENOTES OUTLINE OF GUARDRAIL. PLACE GUARDRAIL POSTS AT MAX 3'-6" O.C. TYP. 10. " * " DIMENSIONS SHALL BE COORDINATED WITH VENDORS APPROVED DRAWINGS TO LOCATE EXACT BEAM LOCATION BASED ON EQUIPMENT SIZE & FRAMING REQUIREMENTS. 11. CONTRACTOR TO VERIFY EXISTING GRADE ELEVATION AT EVERY INDIVIDUAL PLATFORM LOCATION AND TO VERIFY STEEL COLUMN HEIGHT. FOR COL. HEIGHT UP TO 10FT, USE W8x48. FOR COL. HEIGHT BETWEEN 10FT TO 17FT, USE W8x67. CB 1.A 1.B 1.C 1.D 1.1 1.2 14'-0" 12'-0" C12X30 C12X30 W10X45 W10X45 W10X45 W10X45 12'-0" 5'-0" 5'-0" 10'-0" W8 STEEL COLUMN (TYP.) (SEE NOTE 11) STAIR (TYP.) CB CB CB CB CB CB CB CB OUTLINE OF GUARDRAIL 5 STR-501 _________________________ SIGNAL HOUSE ABOVE 5 STR-501 _________________________ N W10X45 4 STR-501 _________________________ 4 STR-501 _________________________ (TYP.) 3'-0" 3'-6"* 4'-3" * 3'-6" * 4'-3" 3'-6" * 5 STR-502 _________________________ SIGNAL HOUSE 'L' * 6'-0" (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) 38'-0" C12X30 CONT. C12X30 CONT. OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS TYPICAL PLATFORM FRAMING PLAN - I AS SHOWN STR-111 196 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-111.dwg 10/31/2022 2:53:18 PM by PRYOR, GABRIELLE C. 3/17/2016 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 2 PLATFORM FRAMING PLAN-TYPE 2 SCALE: 1/4" = 1'-0" 1 PLATFORM FRAMING PLAN-TYPE 1 • • NOTES: 1. FOR OVERALL PLATFORM PLAN AND ELEVATION, TRACK LOCATION, EXISTING GRADE ELEVATION AND TOP OF FINISH FLOOR ELEVATION, SEE PLATFORM INFORMATION TABLES ON STR-101 TO STR-106. 2. DENOTES 1 1/4"x 3/16" GALVANIZED STEEL GRATING TYPE SGW BY MCNICHOLS OR APPROVED EQUAL. TOP OF GRATING SHALL BE AT FINISH FLOOR ELEVATION. DIRECTION OF GRATING IS SHOWN AS ON PLAN. PROVIDE SADDLE TYPE GRATING ANCHORS TO MATCH GRATING SPACED AT 2'-0" O.C. MAX IN EACH DIRECTION. FOR EXTENT OF GRATING SEE DETAIL 6 ON STR-502. 3. TOP OF STEEL TO BE 1 1/4" BELOW TOP OF GRATING UNLESS OTHERWISE NOTED THUS [+/- ...] INDICATING DISTANCE ABOVE OR BELOW TOP OF GRATING. 4. ALL FILLER BEAMS TO BE W8x24 AND SHALL BE EQUALLY SPACED WITHIN BAYS UNLESS OTHERWISE NOTED. MAXIMUM FILLER BEAM SPACING SHALL NOT EXCEED 4'-6". 5. DIMENSION NOTED AS ' L' REPRESENTS THE LENGTH OF THE SIGNAL HOUSE OR SIGNAL CASE. SEE PLATFORM INFORMATION TABLES ON DWG. STR-101 THROUGH STR-106. 6. - - - - - INDICATES L3 1/2"x3 1/2"x1/2" KICKER BELOW. SEE STR-501 FOR DETAILS. 7. INDICATES COLUMN BELOW. 8. STAIR LENGTH AND LOCATION VARIES DUE TO VARYING GRADE ELEVATIONS AT DIFFERENT SITES. CONTRACTOR TO VERIFY FINAL GRADE ELEVATIONS AND SUBMIT STAIR SHOP DRAWINGS FOR APPROVAL. FOR TYPICAL STRINGER CONNECTION AT TOP AND BOTTOM OF STAIR SEE STR-502. FOR STAIR FOUNDATION SEE STR-204. FOR LOCATION OF THE STAIR ALONG PLATFORM WIDTH, SEE CIVIL SITE DRAWINGS. 9. FOR GUARDRAIL INFORMATION AND CONNECTION DETAILS SEE STR-505. DENOTES OUTLINE OF GUARDRAIL. PLACE GUARDRAIL POSTS AT MAX 3'-6" O.C. TYP. 10. " * " DIMENSIONS SHALL BE COORDINATED WITH VENDORS APPROVED DRAWINGS TO LOCATE EXACT BEAM LOCATION BASED ON EQUIPMENT SIZE & FRAMING REQUIREMENTS. 11. CONTRACTOR TO VERIFY EXISTING GRADE ELEVATION AT EVERY INDIVIDUAL PLATFORM LOCATION AND TO VERIFY STEEL COLUMN HEIGHT. FOR COL. HEIGHT UP TO 10FT, USE W8x48. FOR COL. HEIGHT BETWEEN 10FT TO 17FT, USE W8x67. CB 3.A 3.B 3.C 3.1 3.2 9'-0" C12X30 9'-0" C12X30 CONT. C12X30 CONT. C12X30 10'-0" W8 STEEL COLUMN (TYP.) (SEE NOTE 11) CB CB CB CB CB CB STAIR (TYP.) SIGNAL CASE ABOVE OUTLINE OF GUARDRAIL 4 STR-501 _________________________ 5 STR-501 _________________________ 4 STR-501 _________________________ (TYP.) 3'-0" N 5 STR-502 _________________________ 4'-0" 4'-0" SIGNAL CASE 'L' W10X45 W10X45 W10X45 5'-0" 5'-0" 4'-0" 2'-0"* 4'-0" SIGNAL CASE 'L' 4'-0" 4.A 4.B 4.C 4.1 4.2 6'-6" 6'-6" 10'-0" C12X30 C12X30 C12X30 CONT. C12X30 CONT. W8 STEEL COLUMN (TYP.) (SEE NOTE 11) W10X45 5 STR-501 _________________________ 4 STR-501 _________________________ STAIR (TYP.) SIGNAL CASE ABOVE OUTLINE OF GUARDRAIL, 4 STR-501 _________________________ 3'-0" (TYP.) N 5 STR-502 _________________________ 5'-0" 5'-0" 4'-0" 2'-0"* 4'-0" W10X45 W10X45 5.A 5.B 5.1 5.2 10'-0" 5'-0" C12X20.7 C12X20.7 C12X20.7 C12X20.7 STEEL COLUMN W8X48 (TYP.) ACCESS LADDER 4 STR-501 _________________________ OUTLINE OF GUARDRAIL 4 STR-501 _________________________ N OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS TYPICAL PLATFORM FRAMING PLAN - II AS SHOWN STR-112 197 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-112.dwg 10/31/2022 2:56:52 PM by PRYOR, GABRIELLE C. 3/17/2016 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 2 PLATFORM FRAMING PLAN-TYPE 4 SCALE: 1/4" = 1'-0" 1 PLATFORM FRAMING PLAN-TYPE 3 SCALE: 1/4" = 1'-0" 3 PLATFORM FRAMING PLAN-TYPE 5 • • NOTES: 1. FOR OVERALL PLATFORM PLAN AND ELEVATION, TRACK LOCATION, EXISTING GRADE ELEVATION AND TOP OF FINISH FLOOR ELEVATION, SEE PLATFORM INFORMATION TABLES ON STR-101 TO STR-106. 2. DENOTES 1 1/4"x 3/16" GALVANIZED STEEL GRATING TYPE SGW BY MCNICHOLS OR APPROVED EQUAL. TOP OF GRATING SHALL BE AT FINISH FLOOR ELEVATION. DIRECTION OF GRATING IS SHOWN AS ON PLAN. PROVIDE SADDLE TYPE GRATING ANCHORS TO MATCH GRATING SPACED AT 2'-0" O.C. MAX IN EACH DIRECTION. FOR EXTENT OF GRATING SEE DETAIL 6 ON STR-502. 3. TOP OF STEEL TO BE 1 1/4" BELOW TOP OF GRATING UNLESS OTHERWISE NOTED THUS [+/- ...] INDICATING DISTANCE ABOVE OR BELOW TOP OF GRATING. 4. ALL FILLER BEAMS TO BE W8x24 AND SHALL BE EQUALLY SPACED WITHIN BAYS UNLESS OTHERWISE NOTED. MAXIMUM FILLER BEAM SPACING SHALL NOT EXCEED 4'-6". 5. DIMENSION NOTED AS ' L' REPRESENTS THE LENGTH OF THE SIGNAL HOUSE OR SIGNAL CASE. SEE PLATFORM INFORMATION TABLES ON DWG. STR-101 THROUGH STR-106. 6. - - - - - INDICATES L3 1/2"x3 1/2"x1/2" KICKER BELOW. SEE STR-501 FOR DETAILS. 7. INDICATES COLUMN BELOW. 8. STAIR LENGTH AND LOCATION VARIES DUE TO VARYING GRADE ELEVATIONS AT DIFFERENT SITES. CONTRACTOR TO VERIFY FINAL GRADE ELEVATIONS AND SUBMIT STAIR SHOP DRAWINGS FOR APPROVAL. FOR TYPICAL STRINGER CONNECTION AT TOP AND BOTTOM OF STAIR SEE STR-502. FOR STAIR FOUNDATION SEE STR-204. FOR LOCATION OF THE STAIR ALONG PLATFORM WIDTH, SEE CIVIL SITE DRAWINGS. 9. FOR GUARDRAIL INFORMATION AND CONNECTION DETAILS SEE STR-505. DENOTES OUTLINE OF GUARDRAIL. PLACE GUARDRAIL POSTS AT MAX 3'-6" O.C. TYP. 10. " * " DIMENSIONS SHALL BE COORDINATED WITH VENDORS APPROVED DRAWINGS TO LOCATE EXACT BEAM LOCATION BASED ON EQUIPMENT SIZE & FRAMING REQUIREMENTS. 11. CONTRACTOR TO VERIFY EXISTING GRADE ELEVATION AT EVERY INDIVIDUAL PLATFORM LOCATION AND TO VERIFY STEEL COLUMN HEIGHT. FOR COL. HEIGHT UP TO 10FT, USE W8x48. FOR COL. HEIGHT BETWEEN 10FT TO 17FT, USE W8x67. CB 8.A 8.B 8.C 8.1 8.2 18'-0" 9'-0" 9'-0" 11'-0" 5'-6" 5'-6" 3'-0" * 6'-6" * 4'-0" 4'-0" 5'-9" 5'-9" CB W8 STEEL COLUMN (TYP.) (SEE NOTE 11) C12X30 CONT. C12X30 C12X30 CONT. C12X30 W10X45 W10X45 STAIR (TYP.) 5 STR-502 _________________________ 4 STR-501 _________________________ 5 STR-501 _________________________ 5 STR-501 _________________________ 4 STR-501 _________________________ CB CB CB CB CB (TYP.) (TYP.) 5'-9" 5'-9" 6.A 6.B 6.C 6.1 6.2 C12X30 C12X30 W10X45 W10X45 W10X45 4'-0" 4'-0" 8'-0" C12X30 CONT. C12X30 CONT. W8 STEEL COLUMN (TYP.) (SEE NOTE 11) STAIR (TYP.) CB CB CB CB CB CB OUTLINE OF GUARDRAIL 4 STR-501 _________________________ 5 STR-501 _________________________ 4 STR-501 _________________________ N 5 STR-502 _________________________ 21'-0" 10'-6" 10'-6" 4'-6" 4'-0" 4'-0" 6'-0" * 2'-0" * 3'-4" 4'-8"* 4'-0"* (TYP.) 7.A 7.B 7.C 7.1 7.2 7.D 4'-0" 27'-0" 10'-0" 3'-6" * 3'-6" * 9'-0" 8'-0" 6'-0" * 2'-0"* 8'-0" 4'-0" 4'-0" 4'-8"* 3'-4" 4'-0"* N STAIR (TYP.) C12X30 CONT. C12X30 C12X30 CONT. C12X30 W10X45 W10X45 W10X45 W10X45 W10X45 W10X45 5 STR-502 _________________________ 4 STR-501 _________________________ 5 STR-501 _________________________ 4 STR-501 _________________________ (TYP.) (TYP.) CB CB CB CB CB CB CB CB W8 STEEL COLUMN (TYP.) (SEE NOTE 11) OUTLINE OF GUARDRAIL OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS TYPICAL PLATFORM FRAMING PLAN-III AS SHOWN STR-113 198 G.C.P. G.C.P. S.H.V. A.I.A. c:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-113.dwg 10/31/2022 3:06:40 PM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 1 PLATFORM FRAMING PLAN-TYPE 6 SCALE: 1/4" = 1'-0" 2 PLATFORM FRAMING PLAN-TYPE 7 SCALE: 1/4" = 1'-0" 3 PLATFORM FRAMING PLAN-TYPE 8 • • NOTES: 1. FOR OVERALL PLATFORM PLAN AND ELEVATION, TRACK LOCATION, EXISTING GRADE ELEVATION AND TOP OF FINISH FLOOR ELEVATION, SEE PLATFORM INFORMATION TABLES ON STR-101 TO STR-106. 2. DENOTES 1 1/4"x 3/16" GALVANIZED STEEL GRATING TYPE SGW BY MCNICHOLS OR APPROVED EQUAL. TOP OF GRATING SHALL BE AT FINISH FLOOR ELEVATION. DIRECTION OF GRATING IS SHOWN AS ON PLAN. PROVIDE SADDLE TYPE GRATING ANCHORS TO MATCH GRATING SPACED AT 2'-0" O.C. MAX IN EACH DIRECTION. FOR EXTENT OF GRATING SEE DETAIL 6 ON STR-502. 3. TOP OF STEEL TO BE 1 1/4" BELOW TOP OF GRATING UNLESS OTHERWISE NOTED THUS [+/- ...] INDICATING DISTANCE ABOVE OR BELOW TOP OF GRATING. 4. ALL FILLER BEAMS TO BE W8x24 AND SHALL BE EQUALLY SPACED WITHIN BAYS UNLESS OTHERWISE NOTED. MAXIMUM FILLER BEAM SPACING SHALL NOT EXCEED 4'-6". 5. DIMENSION NOTED AS ' L' REPRESENTS THE LENGTH OF THE SIGNAL HOUSE OR SIGNAL CASE. SEE PLATFORM INFORMATION TABLES ON DWG. STR-101 THROUGH STR-106. 6. - - - - - INDICATES L3 1/2"x3 1/2"x1/2" KICKER BELOW. SEE STR-501 FOR DETAILS. 7. INDICATES COLUMN BELOW. 8. STAIR LENGTH AND LOCATION VARIES DUE TO VARYING GRADE ELEVATIONS AT DIFFERENT SITES. CONTRACTOR TO VERIFY FINAL GRADE ELEVATIONS AND SUBMIT STAIR SHOP DRAWINGS FOR APPROVAL. FOR TYPICAL STRINGER CONNECTION AT TOP AND BOTTOM OF STAIR SEE STR-502. FOR STAIR FOUNDATION SEE STR-204. FOR LOCATION OF THE STAIR ALONG PLATFORM WIDTH, SEE CIVIL SITE DRAWINGS. 9. FOR GUARDRAIL INFORMATION AND CONNECTION DETAILS SEE STR-505. DENOTES OUTLINE OF GUARDRAIL. PLACE GUARDRAIL POSTS AT MAX 3'-6" O.C. TYP. 10. " * " DIMENSIONS SHALL BE COORDINATED WITH VENDORS APPROVED DRAWINGS TO LOCATE EXACT BEAM LOCATION BASED ON EQUIPMENT SIZE & FRAMING REQUIREMENTS. 11. CONTRACTOR TO VERIFY EXISTING GRADE ELEVATION AT EVERY INDIVIDUAL PLATFORM LOCATION AND TO VERIFY STEEL COLUMN HEIGHT. FOR COL. HEIGHT UP TO 10FT, USE W8x48. FOR COL. HEIGHT BETWEEN 10FT TO 17FT, USE W8x67. CB S1.A S1.B S1.C S1.D S1.1 S1.2 S1.E 14'-0" 11'-0" 11'-0" 14'-0" 50'-0" C12X30 C12X30 CONT. C12X30 CONT. W10X45 W10X45 W10X45 W10X45 W10X45 W10X45 W10X45 C12X30 10'-0" 5'-0" 5'-0" W8 STEEL COLUMN (TYP.) (SEE NOTE 11) CB CB CB CB CB CB CB CB CB CB 5'-0" STAIR (TYP.) SIGNAL HOUSE ABOVE 5 STR-501 _________________________ OUTLINE OF GUARDRAIL 5 STR-501 _________________________ 5'-0" 3'-0" (TYP.) TRACK SIDE N 6" (MIN.) 6" (MIN.) 4 STR-501 _________________________ 5 STR-502 _________________________ (TYP.) (TYP.) (TYP.) TRACK SIDE S2.A S2.B S2.C S2.D S2.1 S2.2 S2.E 13'-0" 12'-8" 14'-4" (SEE NOTE 2.3) 58'-0" 18'-0" (SEE NOTE 2.3) 4'-6" 4'-6" 4'-0" 3'-0" 2'-0" CB C12X30 PARTIAL FRAMING OF EXISTING PLATFORM & STAIR INSTALLED BY OTHERS. DIMENSIONS, OFFSET TO CP-33 CIL PLATFORM & ELEVATIONS TO BE VERIFIED IN FIELD. (TYP.) KICKER BELOW (TYP.) CB W10X45 CB CB 5 STR-501 _________________________ (TYP.) W10X45 W10X45 CB CB 5 STR-501 _________________________ (TYP.) W10X45 C12X30 CB CB STAIR (TYP.) OUTLINE OF GUARDRAIL 4 STR-501 _________________________ 5 STR-502 _________________________ (TYP.) W10X45 W10X45 CB CB SIGNAL HOUSE ABOVE W8 STEEL COLUMN (TYP.) (SEE NOTE 11) 5 STR-501 _________________________ (TYP.) C12X30 CONT. C12X30 CONT. 5'-0" 9'-4" 4'-8" 4'-8" 9'-0" 3'-0" EXIST. W10 OVERHANG (TYP.) (SEE NOTE 2.2) EXIST. W10 EXIST. C8 EXIST. C8 EXISTING GUARDRAIL TO BE MODIFIED N 6 STR-502 _________________________ OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS PLATFORM FRAMING PLAN CP-33 LOC. C AND CP-33 CIL AS SHOWN STR-114 199 G.C.P. G.C.P. S.H.V. A.I.A. c:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-114.dwg 10/31/2022 3:07:19 PM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 1 CP-33 LOCATION C- PLATFORM FRAMING PLAN NOTE: 2.1 THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF THE EXISTING STRUCTURE AND MAKE SUCH ADJUSTMENTS AS ARE NECESSARY TO MATCH DIMENSIONS & ELEVATIONS OF NEW PLATFORM TO EXISTING PLATFORM. 2.2 THE CONTRACTOR SHALL VERIFY THE EXTENT OF EXISTING OVERHANG BEAMS AND CUT BEAMS AS REQUIRED TO ALLOW CONSTRUCTION OF NEW PLATFORM FRAMING. 2.3 NEW COLUMNS IN COLUMN LINES S2.C, S2.D, AND S2.D SHALL BE SUPPORTED ON EXISTING FOUNDATIONS. CONTRACTOR TO VERIFY DIMENSION BETWEEN EXISTING FOUNDATION PIERS AND MAKE ADJUSTMENTS AS NECESSARY TO MATCH UP THE CENTERLINE OF THE NEW COLUMNS TO THE CENTERLINE OF THE EXISTING FOUNDATION PIERS. 2.4 FOR THE FOUNDATION PLAN AND DETAILS OF PLATFORM CP-33 CIL, SEE SHEET STR-201. SCALE: 1/4" = 1'-0" 2 CP-33 CIL PLATFORM FRAMING PLAN S4.A S4.B S4.D S4.1 S4.2 9'-0" 9'-0" 4'-0" 4'-0" 10'-0" * S4.C 10'-0" 6'-0" * 4'-0" C12X30 10'-0" CB CB 4 STR-501 _________________________ W10X45 5'-0" 5'-0" 4'-0" 2'-0" * 4'-0" W10X45 CB CB CB CB W10X45 W10X45 W10X45 C12X30 W10X45 W8 STEEL COLUMN (TYP.) CB CB STAIR (TYP.) SIGNAL CASE ABOVE 4 STR-501 _________________________ 5 STR-501 _________________________ (TYP.) 3'-0" N 5 STR-502 _________________________ SIGNAL CASE ABOVE C12X30 CONT. C12X30 CONT. TRACK SIDE (TYP.) (TYP.) (TYP.) (TYP.) • • NOTES: 1. FOR OVERALL PLATFORM PLAN AND ELEVATION, TRACK LOCATION, EXISTING GRADE ELEVATION AND TOP OF FINISH FLOOR ELEVATION, SEE PLATFORM INFORMATION TABLES ON STR-101 TO STR-106. 2. DENOTES 1 1/4"x 3/16" GALVANIZED STEEL GRATING TYPE SGW BY MCNICHOLS OR APPROVED EQUAL. TOP OF GRATING SHALL BE AT FINISH FLOOR ELEVATION. DIRECTION OF GRATING IS SHOWN AS ON PLAN. PROVIDE SADDLE TYPE GRATING ANCHORS TO MATCH GRATING SPACED AT 2'-0" O.C. MAX IN EACH DIRECTION. FOR EXTENT OF GRATING SEE DETAIL 6 ON STR-502. 3. TOP OF STEEL TO BE 1 1/4" BELOW TOP OF GRATING UNLESS OTHERWISE NOTED THUS [+/- ...] INDICATING DISTANCE ABOVE OR BELOW TOP OF GRATING. 4. ALL FILLER BEAMS TO BE W8x24 AND SHALL BE EQUALLY SPACED WITHIN BAYS UNLESS OTHERWISE NOTED. MAXIMUM FILLER BEAM SPACING SHALL NOT EXCEED 4'-6". 5. DIMENSION NOTED AS ' L' REPRESENTS THE LENGTH OF THE SIGNAL HOUSE OR SIGNAL CASE. SEE PLATFORM INFORMATION TABLES ON DWG. STR-101 THROUGH STR-106. 6. - - - - - INDICATES L3 1/2"x3 1/2"x1/2" KICKER BELOW. SEE STR-501 FOR DETAILS. 7. INDICATES COLUMN BELOW. 8. STAIR LENGTH AND LOCATION VARIES DUE TO VARYING GRADE ELEVATIONS AT DIFFERENT SITES. CONTRACTOR TO VERIFY FINAL GRADE ELEVATIONS AND SUBMIT STAIR SHOP DRAWINGS FOR APPROVAL. FOR TYPICAL STRINGER CONNECTION AT TOP AND BOTTOM OF STAIR SEE STR-502. FOR STAIR FOUNDATION SEE STR-204. FOR LOCATION OF THE STAIR ALONG PLATFORM WIDTH, SEE CIVIL SITE DRAWINGS. 9. FOR GUARDRAIL INFORMATION AND CONNECTION DETAILS SEE STR-505. DENOTES OUTLINE OF GUARDRAIL. PLACE GUARDRAIL POSTS AT MAX 3'-6" O.C. TYP. 10. " * " DIMENSIONS SHALL BE COORDINATED WITH VENDORS APPROVED DRAWINGS TO LOCATE EXACT BEAM LOCATION BASED ON EQUIPMENT SIZE & FRAMING REQUIREMENTS. 11. CONTRACTOR TO VERIFY EXISTING GRADE ELEVATION AT EVERY INDIVIDUAL PLATFORM LOCATION AND TO VERIFY STEEL COLUMN HEIGHT. FOR COL. HEIGHT UP TO 10FT, USE W8x48. FOR COL. HEIGHT BETWEEN 10FT TO 17FT, USE W8x67. CB 5'-1" MIN. S3.A S3.1 S3.2 S3.B 14'-4" 7'-4" W10X33 W10X33 W10X33 TRACK SIDE EXISTING STAIR EXISTING PLATFORM FRAMING (TYP.) N OUTLINE OF GUARDRAIL EXISTING GUARDRAIL TO BE REMOVED 14 STR-501 _________________________ 12 STR-501 _________________________ (TYP.) (TYP.) FOR CONNECTION OF NEW BEAM TO EXISTING BEAM AT COLUMN SEE DETAIL 13 ON SHEET STR-501 (TYP.) OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS PLATFORM FRAMING PLAN CP-33 LOC. G AND CP-34 LOC. A AS SHOWN STR-115 200 G.C.P. G.C.P. S.H.V. A.I.A. c:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-115.dwg 10/31/2022 3:10:36 PM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 2 CP-34 LOCATION A PLATFORM FRAMING PLAN NOTE: 1.1 THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF THE EXISTING STRUCTURE AND MAKE SUCH ADJUSTMENTS AS ARE NECESSARY TO MATCH DIMENSIONS & ELEVATIONS OF NEW PLATFORM TO EXISTING PLATFORM. 1.2 TOP OF NEW STEEL BEAM AND NEW GRATING TO MATCH EXISTING. SCALE: 1/4" = 1'-0" 1 CP-33 LOCATION G PLATFORM FRAMING PLAN • • NOTES: 1. FOR OVERALL PLATFORM PLAN AND ELEVATION, TRACK LOCATION, EXISTING GRADE ELEVATION AND TOP OF FINISH FLOOR ELEVATION, SEE PLATFORM INFORMATION TABLES ON STR-101 TO STR-106. 2. DENOTES 1 1/4"x 3/16" GALVANIZED STEEL GRATING TYPE SGW BY MCNICHOLS OR APPROVED EQUAL. TOP OF GRATING SHALL BE AT FINISH FLOOR ELEVATION. DIRECTION OF GRATING IS SHOWN AS ON PLAN. PROVIDE SADDLE TYPE GRATING ANCHORS TO MATCH GRATING SPACED AT 2'-0" O.C. MAX IN EACH DIRECTION. FOR EXTENT OF GRATING SEE DETAIL 6 ON STR-502. 3. TOP OF STEEL TO BE 1 1/4" BELOW TOP OF GRATING UNLESS OTHERWISE NOTED THUS [+/- ...] INDICATING DISTANCE ABOVE OR BELOW TOP OF GRATING. 4. ALL FILLER BEAMS TO BE W8x24 AND SHALL BE EQUALLY SPACED WITHIN BAYS UNLESS OTHERWISE NOTED. 5. DIMENSION NOTED AS ' L' REPRESENTS THE LENGTH OF THE SIGNAL HOUSE. SEE PLATFORM INFORMATION TABLES ON DWG. STR-101 THROUGH STR-106. 6. - - - - - INDICATES L3 1/2"x3 1/2"x1/2" KICKER BELOW. SEE STR-501 FOR DETAILS. 7. INDICATES COLUMN BELOW. 8. STAIR LENGTH AND LOCATION VARIES DUE TO VARYING GRADE ELEVATIONS AT DIFFERENT SITE. CONTRACTOR TO VERIFY FINAL GRADE ELEVATIONS AND SUBMIT STAIR SHOP DRAWINGS FOR APPROVAL. FOR TYPICAL STRINGER CONNECTION AT TOP AND BOTTOM OF STAIR SEE STR-502. FOR STAIR FOUNDATION SEE STR-204. FOR OCATION OF THE STAIR ALONG PLATFORM WIDTH, SEE CIVIL SITE DRAWINGS. 9. FOR GUARDRAIL INFORMATION AND CONNECTION DETAILS SEE STR-504. DENOTES OUTLINE OF GUARDRAIL. PLACE GUARDRAIL POSTS AT MAX 3'-6" O.C. TYP. 10. " * " DIMENSIONS SHALL BE COORDINATED WITH ELECTRICAL/ MECHANICAL DRAWINGS TO LOCATE EXACT BEAM LOCATION BASED ON EQUIPMENT SIZE. 11. INDICATED MOMENT CONNECTION. SEE STR-501 FOR DETAILS. 12. CONTRACTOR TO VERIFY EXISTING GRADE ELEVATION AT EVERY INDIVIDUAL PLATFORM LOCATION AND TO VERIFY STEEL COLUMN HEIGHT. FOR COL. HEIGHT UP TO 10FT, USE W8x48. FOR COL. HEIGHT BETWEEN 10FT TO 15FT, USE W8x67. CB S5.A S5.B S5.C S5.D S5.1 S5.2 S5.E S5.F 14'-0" 14'-0" 66'-0" 12'-0" 12'-0" 14'-0" W10X45 C12X30 5'-0" 5'-0" 10'-0" CB CB OUTLINE OF GUARDRAIL 5 STR-502 _________________________ 3'-0" 3'-0" W10X45 W10X45 CB CB 5 STR-501 _________________________ W10X45 C12X30 CONT. C12X30 CONT. W10X45 CB CB SIGNAL HOUSE ABOVE W10X45 W10X45 CB CB 5 STR-501 _________________________ W10X45 W10X45 W8 STEEL COLUMN (TYP.) (SEE NOTE 12) STAIR (TYP.) CB CB CB CB (TYP.) 3'-0" 4 STR-501 _________________________ C12X30 N 2'-0"* 2'-0"* 2'-0" 4'-0" 6'-0" * 4'-0" 2'-0" 5'-0" 3'-0" * 3'-0" 3'-0" TRACK SIDE S6.A S6.B S6.C S6.D S6.1 S6.2 S6.E S6.F 11'-0" 11'-0" 66'-0" 11'-0" 11'-0" 12'-0" W10X45 W10X45 W10X45 W10X45 W10X45 C12X30 C12X30 CONT. C12X30 CONT. C12X30 3'-0" 5'-0" 5'-0" 10'-0" 3'-4" W8 STEEL COLUMN (TYP.) (SEE NOTE 12) W10X45 W10X45 W10X45 W10X45 W10X45 W8X24 2'-0" STAIR (TYP.) CB CB CB CB CB CB CB CB CB CB CB CB OUTLINE OF GUARDRAIL SIGNAL HOUSE ABOVE 4 STR-501 _________________________ 5 STR-501 _________________________ 8 STR-501 _________________________ 3'-0" 4 STR-501 _________________________ (TYP.) 5 STR-501 _________________________ (TYP.) S6.G TRACK SIDE 10'-0" CB CB W10X45 N 3'-4" 3'-0" 2'-0" * 2'-0" W8X24 C12X30 6'-0" 3'-0" 3'-0" 8 STR-501 _________________________ 6'-0" 6'-0" (TYP.) 2'-0" * 4'-0" 4'-0" * 3'-0" 3'-0" OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS PLATFORM FRAMING PLAN CP-34 CIL AND CP-35 CIL AS SHOWN STR-116 201 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-116.dwg 10/31/2022 3:10:42 PM by PRYOR, GABRIELLE C. 3/17/2016 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 1 CP-34 CIL PLATFORM FRAMING PLAN SCALE: 1/4" = 1'-0" 2 CP-35 CIL PLATFORM FRAMING PLAN • • NOTES: 1. FOR OVERALL PLATFORM PLAN AND ELEVATION, TRACK LOCATION, EXISTING GRADE ELEVATION AND TOP OF FINISH FLOOR ELEVATION, SEE PLATFORM INFORMATION TABLES ON STR-101 TO STR-106. 2. DENOTES 1 1/4"x 3/16" GALVANIZED STEEL GRATING TYPE SGW BY MCNICHOLS OR APPROVED EQUAL. TOP OF GRATING SHALL BE AT FINISH FLOOR ELEVATION. DIRECTION OF GRATING IS SHOWN AS ON PLAN. PROVIDE SADDLE TYPE GRATING ANCHORS TO MATCH GRATING SPACED AT 2'-0" O.C. MAX IN EACH DIRECTION. FOR EXTENT OF GRATING SEE DETAIL 6 ON STR-502. 3. TOP OF STEEL TO BE 1 1/4" BELOW TOP OF GRATING UNLESS OTHERWISE NOTED THUS [+/- ...] INDICATING DISTANCE ABOVE OR BELOW TOP OF GRATING. 4. ALL FILLER BEAMS TO BE W8x24 AND SHALL BE EQUALLY SPACED WITHIN BAYS UNLESS OTHERWISE NOTED. MAXIMUM FILLER BEAM SPACING SHALL NOT EXCEED 4'-6". 5. DIMENSION NOTED AS ' L' REPRESENTS THE LENGTH OF THE SIGNAL HOUSE OR SIGNAL CASE. SEE PLATFORM INFORMATION TABLES ON DWG. STR-101 THROUGH STR-106. 6. - - - - - INDICATES L3 1/2"x3 1/2"x1/2" KICKER BELOW. SEE STR-501 FOR DETAILS. 7. INDICATES COLUMN BELOW. 8. STAIR LENGTH AND LOCATION VARIES DUE TO VARYING GRADE ELEVATIONS AT DIFFERENT SITES. CONTRACTOR TO VERIFY FINAL GRADE ELEVATIONS AND SUBMIT STAIR SHOP DRAWINGS FOR APPROVAL. FOR TYPICAL STRINGER CONNECTION AT TOP AND BOTTOM OF STAIR SEE STR-502. FOR STAIR FOUNDATION SEE STR-204. FOR LOCATION OF THE STAIR ALONG PLATFORM WIDTH, SEE CIVIL SITE DRAWINGS. 9. FOR GUARDRAIL INFORMATION AND CONNECTION DETAILS SEE STR-505. DENOTES OUTLINE OF GUARDRAIL. PLACE GUARDRAIL POSTS AT MAX 3'-6" O.C. TYP. 10. " * " DIMENSIONS SHALL BE COORDINATED WITH VENDORS APPROVED DRAWINGS TO LOCATE EXACT BEAM LOCATION BASED ON EQUIPMENT SIZE & FRAMING REQUIREMENTS. 11. CONTRACTOR TO VERIFY EXISTING GRADE ELEVATION AT EVERY INDIVIDUAL PLATFORM LOCATION AND TO VERIFY STEEL COLUMN HEIGHT. FOR COL. HEIGHT UP TO 10FT, USE W8x48. FOR COL. HEIGHT BETWEEN 10FT TO 17FT, USE W8x67. CB S8.A S8.B S8.C S8.D S8.1 S8.2 S8.E S8.F 12'-0" 12'-0" W10X45 W10X45 W10X45 60'-0" W10X45 12'-0" 14'-0" 10'-0" C12X30 C12X30 CONT. C12X30 CONT. W10X45 W10X45 W10X45 W10X45 W10X45 C12X30 5'-0" 5'-0" 10'-0" STAIR (TYP.) CB CB CB CB CB CB CB CB CB CB CB CB SIGNAL HOUSE ABOVE 3'-0" (TYP.) 4 STR-501 _________________________ 5 STR-501 _________________________ OUTLINE OF GUARDRAIL 5 STR-501 _________________________ N TRACK SIDE 5 STR-502 _________________________ 2'-0"* 6'-0"* 4'-0" 3'-6"* 3'-6"* 6'-0" 3'-0" 3'-0" W8 COLUMN (TYP.) (SEE NOTE 11) 4'-6" OUTLINE OF EXISTING PLATFORM & STAIR INSTALLED BY OTHERS. DIMENSIONS & ELEVATIONS TO BE VERIFIED IN FILED. (TYP.) S7.A S7.B S7.C S7.1 S7.2 12'-0" 4'-0"* 3'-6"* 6'-0" 2'-6" 4'-8"* 2'-0" * 3'-0" 3'-0" C12X30 CONT. C12X30 W10X45 5 STR-501 _________________________ 4 STR-501 _________________________ CB CB CB CB CB CB W10X45 W10X45 W10X45 1'-4" OUTLINE OF GUARDRAIL OUTLINE OF GUARDRAIL C12X30 3'-6" * 2'-6" SEE NOTE 1.2 10'-0" 5'-0" 5'-0" W8 STEEL COLUMN (TYP.) (SEE NOTE 11) (V.I.F.) 1'-6" 5 STR-501 _________________________ 11 STR-501 _________________________ KICKER BELOW (TYP.) (V.I.F.) 6" (MAX.) 3'-0" EXIST. PLATFORM COL. BELOW (TYP.) TRACK SIDE C12X30 CONT. N OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS PLATFORM FRAMING PLAN SHP-1 AND CP-36 CIL AS SHOWN STR-117 202 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-117.dwg 10/31/2022 5:32:28 PM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 2 CP-36 CIL PLATFORM FRAMING PLAN SCALE: 1/4" = 1'-0" 1 SHP-1 PLATFORM FRAMING PLAN NOTE: 1.1 THE CONTRACTOR SHALL VERIFY THE ELEVATION AND LOCATION OF THE EXISTING STRUCTURE AND MAKE SUCH ADJUSTMENTS AS ARE NECESSARY TO MATCH DIMENSIONS & ELEVATIONS OF NEW PLATFORM TO EXISTING PLATFORM. 1.2 2'-6" CANTILEVER IS RECOMMENDED BASED ON PRELIMINARY FILED INFORMATION & EXISTING PLATFORM DRAWINGS. CONTRACTOR TO VERIFY THE REQUIRED CANTILEVER EXTENSION & NEW COLUMN LOCATION AND MODIFY DIMENSIONS AS NECESSARY TO ALLOW INSTALLATION OF NEW FOUNDATIONS. NOTES: 1. FOUNDATION TYPES AND DETAILS SHOWN HERE ARE BASED ON LIMITED AVAILABLE SUBSURFACE DATA. ALL FOUNDATION TYPES AND DETAILS SHOWN SHALL BE CONSIDERED PRELIMINARY AND FOR ESTIMATION PURPOSE ONLY. 2. SUBSURFACE EXPLORATION WILL BE PERFORMED BY METRO-NORTH RAILROAD, TO PERFORM FINAL DESIGN OF THE FOUNDATIONS IN THE 100% SUBMISSION. 14" DIA. x 2" THICK GALVANIZED PLATE CENTERED ON PILE HEAVY HEX NUT AND WASHER (TOP & BOT.) (GALVANIZED) MICROPILE 6" 1'-6" BOT. OF PILE CAP 4000 PSI GROUT PVC CENTERALIZERS AT 10'-0" O.C. MAX. (TYP.) ESTIMATED CASING LENGTH = 20 FT GALVANIZED COUPLERS AS REQUIRED 9 5/8" O.D. CASING GROUT BOND LENGTH = 10 FT A2 STR-201 _________________________ B2 STR-201 _________________________ 1'-6" 1'-6" 1'-6" 1'-6" MICROPILE, SEE DETAIL 1 (TYP.) PILE CAP, MICROPILE, COL. PILE CAP, MICROPILE, COL. MICROPILE & COL. (MIN EMBED.) 1'-6" STEEL COLUMN. SEE PLAN BASE PLATE AND ANCHORS. SHEET S-502 FOR DETAILS (TYP.) 3" CLR. (TYP.) 1'-0" MICROPILE. SEE DETAIL 1. #8 @ 6" O.C. EACH WAY # 8 @ 6" O.C. EACH WAY ADDITIONAL #7 @ 12" O.C. EACH WAY (TYP.) 3" CLR. VARIES MIN. EMBED. 4'-0" H-PILE FOUNDATION NOTES: 1. 2. PILES: STEEL HP 12X74 PILE STEEL YIELD STRESS = 50 KSI ULTIMATE AXIAL CAPACITY = 68 KIPS ALLOWABLE AXIAL CAPACITY = 30 KIPS ULTIMATE DRIVING CAPACITY = 68 KIPS ESTIMATED PILE LENGTH FROM BOTTOM OF PILE CAP = 76 FT THE CONTRACTOR SHALL SUBMIT THE RESULTS OF THE WAVE EQUATION ANALYSIS PERFORMED FOR THE STEEL HP12X74 PILE TO SHOW THAT THE PROPOSED DRIVING SYSTEM IS CAPABLE OF DRIVING THE PILES TO THE ULTIMATE AXIAL COMPRESSION CAPACITY OF 68 KIPS WITHOUT EXCEEDING THE MAXIMUM PERMISSIBLE PILE DRIVING STRESS OF 45 KSI FOR 50 KSI STEEL. 3. THE CONTRACTOR SHALL PERFORM DYNAMIC PILE LOAD TEST AS PER THE SPECIFICATIONS. THE TEST PILE SHALL BE DRIVEN TO THE REQUIRED DRIVING CAPACITY. THE CONTRACTOR SHALL SUBMIT THE TEST PILE DRIVING RESULTS TO SHOW THE CAPABILITY OF THE PILE HAMMER TO DRIVE THE PILES TO THE REQUIRED DRIVING CAPACITY WITHOUT EXCEEDING THE MAXIMUM PERMISSIBLE PILE DRIVING STRESS. 4. THE DYNAMIC LOAD TEST SHALL BE PERFORMED WITH THE PILE DRIVING ANALYZER (PDA) AND THE TEST DATA SHALL BE ANALYZED WITH THE CASE PILE WAVE ANALYZER PROGRAM (CAPWAP). 5. PRODUCTION PILES SHALL BE DRIVEN TO ACHIEVE THE DRIVING CAPACITY AS DETERMINED BY THE DRIVING CRITERIA ESTABLISHED FROM THE PDA TEST RESULTS. 6. USE PREDRILLING, SPUDDING OR AUGERING TO ADVANCE THE PILES IF REFUSAL OR OBSTRUCTION IS ENCOUNTERED AT A SHALLOW DEPTH (I.E., A DEPTH OF LESS THAN 10 FT BELOW THE EXISTING GROUND SURFACE). 7. APPLY COAL TAR EPOXY SYSTEM TO THE UPPER 30 FEET OF ALL PILES. H-PILE & COL. STEEL COLUMN. SEE PLAN BASE PLATE AND ANCHORS. SHEET S-502 FOR DETAILS HP 12x74 PILE #7 @ 12" O.C. EACH WAY 1'-6" 1'-6" 1'-0" (TYP.) 3"CLR. (TYP.) 3"CLR. (TYP.) #8 @ 6" O.C. EACH WAY # 8 @ 6" O.C. EACH WAY 1'-6" 1'-6" 1'-6" 1'-6" HP 12x74 PILE PILE CAP & H-PILE PILE CAP & H-PILE 0.472" WALL THICKNESS CASING #11THREADED BAR A615, FY=75 KSI (GALVANIZED) CENTRALLY PLACED 4000 PSI GROUT 9 5/8" O.D. CASING #11THREADED BAR A615, FY=75 KSI (GALVANIZED) CENTRALLY PLACED 4000 PSI GROUT 9 5/8" NOMINAL DIA. IN SOIL MICROPILE FOUNDATION NOTES: 1. 2. 3. ALL MICROPILES SHALL BE INSTALLED TO THE MINIMUM REQUIRED EMBEDMENT DEPTH. 4. CONSTRUCTION OF MICROPILES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. 5. MINIMUM GROUT STRENGTH FOR MICROPILES SHALL NOT BE LESS THAN 4,000 PSI AT 28 DAYS. 6. MICROPILE REINFORCING STEEL BAR SHALL BE THREADED BARS, ASTM A 615 GRADE 75 (GALVANIZED). 7. MICROPILE CASING SHALL BE ASTM A 252 GRADE 3 (FY = 80 KSI) OR BETTER. 9. THE BOTTOM OF THE MICROPILE SHALL BE FOUNDED IN UNDISTURBED MATERIAL. THE BOTTOM SHALL BE CLEANED OUT OF ALL LOOSE AND DISTURBED MATERIAL PRIOR TO GROUTING. CARE SHALL BE TAKEN TO PREVENT LOOSE SURFACE MATERIAL FALL INTO THE DRILLED HOLE. 10. MICROPILES SHALL BE PRESSURE GROUTED THROUGH THE CASING DURING CASING WITHDRAWAL IN ACCORDANCE WITH THE SPECIFICATIONS. 8. GROUT SHALL BE PLACED AS SOON AS POSSIBLE AFTER DRILLING AND CLEANING OUT BOTTOM AND AFTER FOUNDATION LEVEL AND MATERIAL HAS BEEN VERIFIED BY A QUALITY CONTROL ENGINEER AND OBTAINED REQUIRED APPROVAL FROM THE ENGINEER. 11. GROUT SHALL BE PUMPED THROUGH A TREMIE TUBE EXTENDING TO THE BOTTOM OF THE PILE UNTIL GROUT OF SUITABLE QUALITY RETURNS AT THE TOP OF THE PILE. THE DISCHARGE END OF THE TREMIE SHALL REMAIN SUBMERGED IN THE GROUT AT ALL TIMES AND REMAIN FILLED WITH GROUT TO A HEIGHT WHICH SHALL AT LEAST BALANCE THE EXTERNAL HYDROSTATIC HEAD. IF, FOR ANY REASON, THE DISCHARGE END OF THE TREMIE IS LIFTED CLEAR OF THE SURROUNDING GROUT, THUS BREAKING THE SEAL AND PERMITTING ENTRY OF WATER, THE PUMPING OPERATION SHALL BE ABANDONED AND ALL DEFECTIVE GROUT SUBSEQUENTLY REMOVED. 14. GROUT SHALL BE PLACED IN ONE CONTINUOUS OPERATION. 12. CONSTRUCTION TOLERANCE AT THE TOP OF THE PILES SHALL BE IN ACCORDANCE WITH THE SPECIFICATION. 13. DO NOT ALLOW THE PILE TO DEVIATE FROM THE VERTICAL BY MORE THAN PERMITTED IN THE SPECIFICATION. CONTRACTOR SHALL ENSURE ADEQUATE RECORDS OF ALL WORK ARE MAINTAINED AS PER THE REQUIREMENTS IN THE SPECIFICATIONS. OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS TYPICAL FOUNDATION - I AS SHOWN STR-201 207 G.C.P. G.C.P. S.H.V A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-201.dwg 11/1/2022 5:58:08 PM by PRYOR, GABRIELLE C. 10/24/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1 1/2" = 1'-0" A2 SECTION A2 SCALE: 1 1/2" = 1'-0" B2 SECTION B2 SCALE: 3/4" = 1'-0" 2 TYPICAL PILE CAP PLAN SCALE: 3/4" = 1'-0" 1 TYPICAL MICROPILE DETAIL SCALE: 3/4" = 1'-0" 3 TYPICAL PILE CAP SECTION SCALE: 3/4" = 1'-0" 4 TYPICAL H-PILE DETAIL PLAN SECTION STEEL COLUMN. SEE PLAN BASE PLATE AND ANCHORS. SHEET S-502 FOR DETAILS FOOTING & COL. (TYP.) 1'-0". GRADE ELEVATION VARIES (SEE CIVIL DWGS.) 1'-6" #6@ 8" O.C. EACH WAY 2'-0" LG. (TYP.) (8)-#6 2'-6" 3"CLR. (TYP.) PIER 1'-0" EMBED. COMPETENT BEDROCK 4'-0" MAX. #4 STIRRUPS @ 8" O.C. 2"CLR. (TYP.) FOOTING & COL. FOOTING & COL. 1'-6" 1'-6" B, SEE NOTE 1.1 B, SEE NOTE 1.1 BASE PLATE AND ANCHORS. SEE STR-502 FOR DETAILS 2 STR-202 _________________________ STEEL COLUMN. SEE PLAN BASE PLATE AND ANCHORS. SHEET STR-502 FOR DETAILS FOOTING & COL. (TYP.) 1'-0". GRADE ELEVATION VARIES (SEE CIVIL DWGS.) 1'-6" (TYP.) 3" CLR. #6@ 8" O.C. EACH WAY 2'-0" LG. (TYP.) (8)-#6 4'-0" MIN. TYP. PIER #4 STIRRUPS@ 8" O.C. 2"CLR. (TYP.) NOTES: 1. FOUNDATION TYPES AND DETAILS SHOWN HERE ARE BASED ON LIMITED AVAILABLE SUBSURFACE DATA. ALL FOUNDATION TYPES AND DETAILS SHOWN SHALL BE CONSIDERED PRELIMINARY AND FOR ESTIMATION PURPOSE ONLY. 2. SUBSURFACE EXPLORATION WILL BE PERFORMED BY METRO-NORTH RAILROAD, TO PERFORM FINAL DESIGN OF THE FOUNDATIONS IN THE 100% SUBMISSION. 3. FOR COST ESTIMATION OF THE SPREAD FOOTING ON SOIL FOUNDATIONS, ASSUME COLUMNS WITH AXIAL LOADS LESS THAN OR EQUAL TO 10 KIPS BE SUPPORTED BY TYPE A AND COLUMNS WITH AXIAL LOADS GREATER THAN 10 KIPS BE SUPPORTED BY TYPE B. 4. PROVIDE SUFFICIENT DEWATERING MEASURES TO ALLOW ALL WORK TO PROCEED IN DRY CONDITIONS. MAINTAIN GROUNDWATER LEVELS AT LEAST 2 FEET BELOW THE WORKING FOUNDATION SUBGRADE. 5. THE FOUNDATION SUBGRADE SHALL BE EXAMINED AND APPROVED BY THE PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF THE FOUNDATION REBAR AND CONCRETE. IF DIRECTED BY THE PROFESSIONAL GEOTECHNICAL ENGINEER, REMOVE UNSUITABLE MATERIALS AND REPLACE WITH SUITABLE STRUCTURAL FILL BENEATH THE FOUNDATIONS. 6. PRIOR TO PLACING ANY FILL THE GROUND SURFACE SHALL BE STRIPPED OF VEGETATION, TOPSOILS AND DEBRIS AND COMPACTED. ANY SOFT AREAS SHOULD BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 7. STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO A MINIMUM 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY ASTM D1557 (MODIFIED PROCTOR). 8. WHERE BEDROCK IS ENCOUNTERED, ROCK EXCAVATION SHALL BE PERFORMED AS PER THE SPECIFICATIONS TO PROVIDE A LEVEL BEARING SURFACE. FOOTING & COL. FOOTING & COL. 1'-6" 1'-6" 2'-6" 2'-6" 4 STR-202 _________________________ #6 @10"O.C. ADDITIONAL T. GRADE EXISTING SUBGRADE #6 @10" O.C. #6 @10"O.C. ADDITIONAL 1'-0" (TYP.) 6" (TYP.) 2'-6" (TYP.) 8" (TYP.) 3'-0" (TYP.) COARSE GRAVEL 4'-0" 1'-0" MIN. 8" (TYP.) #6 @10" EACH WAY SEE STR-504 FOR CONNECTION DETAIL EXIST. GRADE VAR 2'-6" COARSE GRAVEL 6'-6" (TYP.) C12x20.7 STAIR STRINGER 4" (TYP.) (8)-#6 #4 STIRRUPS 1'-6" 1'-6" 6" MIN. 8" MIN. 8" (TYP.) 1-#3 EACH NOSING SEE STR-504 FOR CONNECTION DETAIL #4 @ 12" O.C. EACH WAY STAIR DIMENSION VARIES C12x20.7 STAIR STRINGER 1'-6" AT EXTERIOR WWF 2-#4 FINISHED GRADE OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS TYPICAL FOUNDATION - II AS SHOWN STR-202 208 G.C.P. G.C.P. S.H.V. A.I.A. C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-202.dwg 11/2/2022 11:57:58 AM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 3/4" = 1'-0" 3 TYPICAL SPREAD FOOTING ON BEDROCK SCALE: 3/4" = 1'-0" 4 TYPICAL SPREAD FOOTING ON BEDROCK SECTION SCALE: 3/4" = 1'-0" 1 TYPICAL SPREAD FOOTING ON SOIL SCALE: 3/4" = 1'-0" 2 TYPICAL SPREAD FOOTING ON SOIL SECTION NOTE: 1.1 FOR TYPE A SPREAD FOOTINGS, B = 3 FT FOR TYPE B SPREAD FOOTINGS, B = 4 FT SCALE: NTS 6 TYPICAL EQUIPMENT CONCRETE FOUNDATION PAD DETAIL SCALE: NTS 7 TYPICAL STAIR FOUNDATION DETAIL SCALE: 3/4" = 1'-0" 5 TYPICAL PIER SECTION SCALE: NTS 8 TYPICAL STAIR LANDING ON A SLOPE DETAIL NOTE: 7.1 CONCRETE PAD SHALL BE PLACED SUCH THAT THE CENTERLINE OF THE CONCRETE PAD IS ALIGNED WITH THE CENTERLINE OF THE STAIR ALONG THE STAIR LENGTH. 7.2 FOR 3'-0" WIDE STAIR, USE 4'-0" WIDE CONCRETE PAD. FOR 5'-0" WIDE STAIR, USE 6'-0" WIDE CONCRETE PAD. DRILLED SHAFT & COL. STEEL COLUMN. SEE PLAN BASE PLATE AND ANCHORS. SHEET S-502 FOR DETAILS (TYP.) 3" CLR. (TYP.) 2 1/4" CLR. EXIST. GRADE ELEVATION VARIES(SEE CIVIL DWGS.) (TYP.) 1'-0". 2'-6" DIA. DRILLED SHAFT B STR-203 _________________________ SEE CROSS SECTION FOR REINFORCEMENT 17'-0" MIN. EMBED. DRILLED SHAFT & COL. STEEL COLUMN. SEE PLAN BASE PLATE AND ANCHORS. SHEET STR-503 FOR DETAILS (TYP.) 3" CLR. (TYP.) 3" CLR. EXIST. GRADE ELEVATION VARIES(SEE CIVIL DWGS.) (TYP.) 1'-0". 2'-0" DIA. DRILLED SHAFT SEE CROSS SECTION FOR REINFORCEMENT A STR-203 _________________________ 12'-0" MIN. EMBED. DRILLED SHAFT & COL. STEEL COLUMN. SEE PLAN BASE PLATE AND ANCHORS. SHEET STR-503 FOR DETAILS (TYP.) 3" CLR. (TYP.) 3" CLR. EXIST. GRADE ELEVATION VARIES(SEE CIVIL DWGS.) (TYP.) 1'-0". 2'-0" DIA. DRILLED SHAFT SEE CROSS SECTION FOR REINFORCEMENT A STR-203 _________________________ 10'-0" MIN. EMBED. 3 FT MIN. ROCK SOCKET DRILLED SHAFT, BASE PLATE & COL. BASE PLATE AND ANCHORS. SEE S-502 FOR DETAILS STEEL COLUMN ABOVE. SEE PLAN 2'-6" DIA. DRILLED SHAFT (TYP.) 3" CL 12#9 LONGITUDINAL BARS EQUALLY SPACED #4 TIES @12" O.C. DRILLED SHAFT, BASE PLATE NOTES: 1. FOUNDATION TYPES AND DETAILS SHOWN HERE ARE BASED ON LIMITED AVAILABLE SUBSURFACE DATA. ALL FOUNDATION TYPES AND DETAILS SHOWN SHALL BE CONSIDERED PRELIMINARY AND FOR ESTIMATION PURPOSE ONLY. 2. SUBSURFACE EXPLORATION WILL BE PERFORMED BY METRO-NORTH RAILROAD, TO PERFORM FINAL DESIGN OF THE FOUNDATIONS IN THE 100% SUBMISSION. 3. FOR COST ESTIMATION OF THE DRILLED SHAFT IN SOIL FOUNDATIONS, ASSUME COLUMNS WITH AXIAL LOADS LESS THAN OR EQUAL TO 10 KIPS BE SUPPORTED BY TYPE A AND COLUMNS WITH AXIAL LOADS GREATER THAN 10 KIPS BE SUPPORTED BY TYPE B. 4. DRILLED SHAFTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS. 5. PRIOR TO DRILLED SHAFT CONSTRUCTION, THE GRADE IN THE VICINITY OF THE SHAFTS SHALL BE CONSTRUCTED TO THE FINISHED GRADE. 6. TEMPORARY CASING OF THE DRILLED SHAFTS MAY BE NECESSARY TO PREVENT SLOUGHING OF THE GRANULAR SOILS AND INFILTRATION OF GROUNDWATER. WHILE THE CASING IS BEING WITHDRAWN, A SUFFICIENT HEAD OF CONCRETE SHOULD BE MAINTAINED ABOVE THE BOTTOM OF THE CASING, TO PREVENT "NECKING" OF THE SHAFT DUE TO SLOUGHING SOILS. CONCRETE PLACED NEAR THE SURFACE SHOULD BE IN FULL CONTACT WITH THE UNDISTURBED SOIL TO PROVIDE LATERAL STABILITY FOR THE FULL LENGTH OF THE SHAFT. 7. CONTRACTOR SHALL UTILIZE EQUIPMENT ADEQUATE TO DRILL THROUGH BEDROCK TO ACHIEVE THE MINIMUM REQUIRED ROCK SOCKET LENGTH. 8. GROUNDWATER WILL BE ENCOUNTERED DURING DRILLED SHAFT CONSTRUCTION. SO, CONCRETE SHALL BE PLACED USING CONCRETE PUMP OR A TREMIE PIPE IN ACCORDANCE WITH THE SPECIFICATIONS. DRILLED SHAFT, BASE PLATE & COL. BASE PLATE AND ANCHORS. SEE STR-503 FOR DETAILS STEEL COLUMN ABOVE. SEE PLAN 2'-0" DIA. DRILLED SHAFT (TYP.) 3" CL 12#9 LONGITUDINAL BARS EQUALLY SPACED #4 TIES @12" O.C. DRILLED SHAFT, BASE PLATE OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS TYPICAL FOUNDATION - III AS SHOWN STR-203 209 G.C.P. G.C.P. S.H.V. A.I.A. c:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-203.dwg 11/1/2022 6:20:11 PM by PRYOR, GABRIELLE C. 11/2/2022 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 3/4" = 1'-0" B TYPICAL DRILLED SHAFT SECTION- TYPE B SCALE: 3/4" = 1'-0" 2 TYPICAL DRILLED SHAFT IN SOIL DETAIL-TYPE B SCALE: 3/4" = 1'-0" 1 TYPICAL DRILLED SHAFT IN SOIL DETAIL-TYPE A SCALE: 3/4" = 1'-0" A TYPICAL DRILLED SHAFT SECTION SCALE: 3/4" = 1'-0" 3 TYPICAL DRILLED SHAFT W/ ROCK SOCKET DETAIL COMPETENT BEDROCK 2'-6" COARSE GRAVEL SEE PLAN 6" (TYP.) 3'-0" (TYP.) 2'-0" (TYP.) EXIST. GRADE #6@10" O.C. T&B, EACH WAY. STEEL COLUMN (TYP.), SEE PLAN FOR SIZE 12" (TYP.) 5.A 5.B 5.1 5.2 1'-6" 10'-0" 1'-6" 1'-6" 5'-0" 1'-6" OUTLINE OF MAT FOUNDATION 5 STR-204 _________________________ 5 STR-204 _________________________ COL. ABOVE MAT FOUNDATION NOTES: 1. FOUNDATION TYPES AND DETAILS SHOWN HERE ARE BASED ON LIMITED AVAILABLE SUBSURFACE DATA. ALL FOUNDATION TYPES AND DETAILS SHOWN SHALL BE CONSIDERED PRELIMINARY AND FOR ESTIMATION PURPOSE ONLY. 2. ALLOWABLE BEARING PRESSURE = 1,000 PSF. 3. SUBSURFACE EXPLORATION WILL BE PERFORMED BY METRO-NORTH RAILROAD, TO PERFORM FINAL DESIGN OF THE FOUNDATIONS IN THE 100% SUBMISSION. 4. PROVIDE SUFFICIENT DEWATERING MEASURES TO ALLOW ALL WORK TO PROCEED IN DRY CONDITIONS. MAINTAIN GROUNDWATER LEVELS AT LEAST 2 FEET BELOW THE WORKING FOUNDATION SUBGRADE. 5. THE FOUNDATION SUBGRADE SHALL BE EXAMINED AND APPROVED BY THE PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF THE FOUNDATION REBAR AND CONCRETE. IF DIRECTED BY THE PROFESSIONAL GEOTECHNICAL ENGINEER, REMOVE UNSUITABLE MATERIALS AND REPLACE WITH SUITABLE STRUCTURAL FILL BENEATH THE FOUNDATIONS. 6. PRIOR TO PLACING ANY FILL THE GROUND SURFACE SHALL BE STRIPPED OF VEGETATION, TOPSOILS AND DEBRIS AND COMPACTED. ANY SOFT AREAS SHOULD BE REMOVED AND REPLACED WITH STRUCTURAL FILL. 7. STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 8-INCH LOOSE LIFTS AND COMPACTED TO A MINIMUM 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY ASTM D1557 (MODIFIED PROCTOR). OUTLINE OF 1'-6" THICK CONC. MAT ROUGHEN SURFACE OF EXISTING CONC. MAT BEFORE POURING NEW CONC. MAT. STEEL COLUMN (TYP.), SEE PLAN FOR SIZE 24"X24" CONC. PIER (TYP.) EXIST. STEEL COLUMN (TYP.) EXIST. CONC. PIER (TYP.) 2 STR-204 _________________________ 1'-6" 61'-0" 13'-0" 11'-2" 1'-6" 1'-6" 9'-4" 1'-6" 12'-4" 14'-4" 18'-0" 1'-6" OUTLINE OF EXIST. 1'-6" THICK CONC. MAT NEW FOOTING & COL. NEW FOOTING & COL. EXIST. FOOTING & COL. CLASS B TENSION SPLICE 2'-6" 1'-0" #4 @ 4" O.C. 3'-6" #4 @ 8" O.C. STEEL COLUMN (TYP.), SEE PLAN FOR SIZE BASE PLATE AND ANCHORS SEE SHEET STR-501 FOR DETAILS NEW CONC. PIER #4 STIRRUPS EXIST. STEEL COLUMN EXIST. BASE PLATE AND ANCHORS EXIST. CONC. PIER, REBAR NOT SHOWN FOR CLARITY. EXIST. CONC. MAT, REBAR NOT SHOWN FOR CLARITY. CONC. MAT (TYP.) #4 STIRRUPS @ 24" O.C. EACH WAY #7@6" O.C. EACH WAY T&B ROUGHEN SURFACE OF EXISTING CONC. MAT BEFORE POURING NEW CONC. MAT. #7 DOWELS W/ HILTI HIT-HY 200 3 STR-204 _________________________ 4'-0" MIN. (TYP.) (8)-#7 #4 STIRRUPS @ 8" O.C. 2'-0" 2'-0" #4 @ 8" O.C. CROSSTIE OF DATE: SCALE: DRAWING NUMBER SHEET CONTRACT NUMBER DRAWN CHECKED APPROVED DESIGNED CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION IT IS A VIOLATION OF THE PROFESSIONAL LICENSE LAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER/ARCHITECT AS APPLICABLE. THE ALTERING ENGINEER/ARCHITECT SHALL AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF ALTERATION. DISCLAIMER CHKD. DRAWN DATE REVISIONS NO. APPRVD. MODIFICATION Metro-North Railroad 347 MADISON AVENUE NEW YORK, N.Y. 10017 STRUCTURAL PLATFORMS TYPICAL FOUNDATION - IV AS SHOWN STR-204 210 G.C.P. G.C.P. S.H.V. A.I.A C:\pwworking\gfpw01\gpryor@gfnet.com\d1137429\STR-204.dwg 11/2/2022 11:58:10 AM by PRYOR, GABRIELLE C. 3/17/2016 HUDSON LINE C&S IMPROVEMENTS EQUIPMENT INSTALLATIONS 39462 95% SUBMISSION 11/04/2022 610 MP-32 TO MP-76 SCALE: 1/4" = 1'-0" 4 TYPICAL PLATFORM TYPE 5 FOUNDATION PLAN SCALE: NTS 5 TYPICAL PLATFORM TYPE 5 MAT FOUNDATION DETAIL SCALE: 1/4" = 1'-0" 1 CP-33 CIL PLATFORM FOUNDATION PLAN SCALE: 3/8" = 1'-0" 2 CP-33 CIL PLATFORM FOUNDATION SECTION SCALE: 3/4" = 1'-0" 3 SECTION NOTE: 4.1 SEE STR-112 FOR PLATFORM FRAMING PLAN. SEE STR-501 FOR BASE PLATE DETAILS.