design construction group the governor nelson a. … 01 c.pdf · 2019. 2. 4. · updated 05/24/2018...

Updated 05/24/2018

Printed 02/04/2019 of 1 Project No. Q1767-C

DESIGN & CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 1 TO PROJECT NO. Q1767

CONSTRUCTION WORK

REPAIR SIDEWALKS

STATE ARMORY

68 LEXINGTON AVENUE

NEW YORK, NY 10010

February 4, 2019

NOTE:This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

CONSTRUCTION WORK DRAWINGS

1. Revised Drawings:

a. Drawing Nos. C-501, C-502, and C-503 noted “REVISED DRAWING 01/31/2019”

accompany this Addendum and supersede the same numbered originally issued drawings.

2. Addendum Drawings

a. Drawing Nos. C-133 and C-134 noted “ADDENDUM DRAWING 01/31/2019”

accompanies this Addendum and forms part of the Contract Documents.

END OF ADDENDUM

Erik T. Deyoe, P.E.

Director, Division of Design

Design & Construction

SECTION A-A

PLAN

AA

TEMPORARY STORAGE AREA

PROJECT NAME

CONTRACTORS'S NAME

FIELD OFFICE ADDRESSTELEPHONE NO.

4" CONCRETE SECTION AT LOADING DOCK

-

Q1767 C

36x24 P

LO

T S

HE

ET

DESIGN & CONSTRUCTION

edpllp.com

ENVIRONMENTAL DESIGN

PARTNERSHIP, LLP.

SIDEWALK BYPASS1

C-501

TREE PROTECTION4

C-501

INLET PROTECTION2

C-501

TEMPORARY STORAGE3

C-501

MORTAR REPOINT5

C-501

GRANITE CUT STONE10

C-501

STANDARD RAILING8

C-501

PEDESTRIAN STEEL BARRICADE6

C-501

CONCRETE SECTION7

C-501

LOADING DOCK BUMPER11

C-501

HAND RAIL9

C-501

SIGN INSTALLATION12

C-501

PAVEMENT MILLING & RESTORATION13

C-501

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1. HEAVY FRAMING LUMBER SHALL BE DOUGLAS FIR OR HEM-FIR HEAVY FRAMING LUMBER SHALL BE DOUGLAS FIR OR HEM-FIR (WWPA OR WCLIB) OR SOUTHERN PINE (SPIB) OR SPRUCE-PINE-FIR (NGLA). 2. LIGHT FRAMING LUMBER (2 INCHES THROUGH 4 INCHES THICK, LIGHT FRAMING LUMBER (2 INCHES THROUGH 4 INCHES THICK, LESS THAN 6" WIDE) TO BE STANDARD AND BETTER GRADE, EXCEPT STUD GRADE FOR STUD FRAMING. 3. LIGHTING FIXTURES TO BE BATTERY TYPE FLASHER WARNING LIGHT. LIGHTING FIXTURES TO BE BATTERY TYPE FLASHER WARNING LIGHT. 4. RAILS AND POSTS ARE TO RECEIVE TWO (2) COATS OIL PAINT, RAILS AND POSTS ARE TO RECEIVE TWO (2) COATS OIL PAINT, ORANGE AND WHITE COLORS, IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 5. PROVIDE SHOP DRAWINGS CERTIFIED BY LICENSED PROFESSIONAL PROVIDE SHOP DRAWINGS CERTIFIED BY LICENSED PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF NEW YORK FOR APPROVAL.

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NOTES:

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BUILDING LINE

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CURB LINE

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2"x4" HAND RAIL SMOOTH FINISH

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2"x6" TIMBER

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8"x8" TIMBERS IN ROADWAY

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2"x4" POST

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2"x6" TIMBER

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SIDEWALK

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STREET PAVEMENT

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2"x12" PLANKING

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2"x4" HAND RAIL

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CURB

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STREET PAVEMENT

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1" SPIKE

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2"X6" TIMBER

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CURB

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EXCAVATION AREA

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A

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A

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B

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B

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C

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C

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PLAN

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SECTION A-A

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SECTION B-B

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SECTION C-C

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PLANK RAMP

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PLANK RAMP

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PAVEMENT

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PAVEMENT

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4"x6"-3'-0" O.C. FOR 2"x12" PLANK

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12 (MIN)

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1 (MAX)

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PROVIDE SMOOTH TRANSITION AT TOP AND BOTTOM OF RAMP (< " LIP).12" LIP).

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4' HIGH ORANGE POLYETHYLENE LAMINAR SAFETY NETTING WARNING FENCE, TYP.

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TREE SAVE AREA

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POST THE FOLLOWING SIGN ON ALL SIDES OF TREE PROTECTION FENCE: "TREE SAVE AREA"

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DRAINAGE STRUCTURE

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TEMPORARY GRAVEL BAG

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DRAINAGE STRUCTURE

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APPLICATION NOTES: : A. THE PRIMARY PURPOSE OF DRAINAGE STRUCTURE INLET PROTECTION IS TO PREVENT SEDIMENT FROM THE PRIMARY PURPOSE OF DRAINAGE STRUCTURE INLET PROTECTION IS TO PREVENT SEDIMENT FROM ENTERING A DRAINAGE SYSTEM BY PONDING WATER, WHICH ALLOWS SEDIMENT TO FALL OUT OF SUSPENSION. B. GRAVEL BAGS ARE FILLED WITH CLEAN STONE RATHER THAN SAND TO PREVENT SEDIMENT FROM GRAVEL BAGS ARE FILLED WITH CLEAN STONE RATHER THAN SAND TO PREVENT SEDIMENT FROM ENTERING A DRAINAGE SYSTEM IF BAGS ARE ONLY TO BE USED. C. THE TOP OF THE INLET PROTECTION SHALL BE SET AT THE MAXIMUM DESIRED WATER LEVEL BASED THE TOP OF THE INLET PROTECTION SHALL BE SET AT THE MAXIMUM DESIRED WATER LEVEL BASED ON FIELD LOCATION AND CONDITIONS. GENERAL NOTES: : 1. GRAVEL BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS GRAVEL BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS TIED, DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS DOUBLE BAGGED AND INVERSELY INSERTED. GRAVEL BAGS BAGGED AND INVERSELY INSERTED. GRAVEL BAGS BAGGED AND INVERSELY INSERTED. GRAVEL BAGS AND INVERSELY INSERTED. GRAVEL BAGS AND INVERSELY INSERTED. GRAVEL BAGS INVERSELY INSERTED. GRAVEL BAGS INVERSELY INSERTED. GRAVEL BAGS INSERTED. GRAVEL BAGS INSERTED. GRAVEL BAGS GRAVEL BAGS GRAVEL BAGS BAGS BAGS SHALL LAP THE JOINTS BETWEEN THE BAGS IN THE LAYER BELOW. 2. MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE (7) CALENDAR DAYS. MEASURES SHALL BE (7) CALENDAR DAYS. MEASURES SHALL BE CALENDAR DAYS. MEASURES SHALL BE CALENDAR DAYS. MEASURES SHALL BE DAYS. MEASURES SHALL BE DAYS. MEASURES SHALL BE MEASURES SHALL BE MEASURES SHALL BE SHALL BE SHALL BE BE BE CLEANED AND REPAIRED AS REQUIRED. 3. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT BE REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT BE REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT REMOVED WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT WHEN ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT ACCUMULATION REACHES OF THE MEASURE HEIGHT, SEDIMENT REACHES OF THE MEASURE HEIGHT, SEDIMENT REACHES OF THE MEASURE HEIGHT, SEDIMENT OF THE MEASURE HEIGHT, SEDIMENT 12 OF THE MEASURE HEIGHT, SEDIMENT OF THE MEASURE HEIGHT, SEDIMENT THE MEASURE HEIGHT, SEDIMENT THE MEASURE HEIGHT, SEDIMENT MEASURE HEIGHT, SEDIMENT MEASURE HEIGHT, SEDIMENT HEIGHT, SEDIMENT HEIGHT, SEDIMENT SEDIMENT SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. 4. MAXIMUM DRAINAGE AREA FOR DRAINAGE STRUCTURE INLET PROTECTION IS 1-ACRE.MAXIMUM DRAINAGE AREA FOR DRAINAGE STRUCTURE INLET PROTECTION IS 1-ACRE.

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FLOW

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FLOW

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TEMPORARY GRAVEL BAG

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SIGN SEE DETAIL 1

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PEDESTRIAN STEEL BARRICADE

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TIMBER CURB WITH CHAINLINK FENCE

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CHAIN LINK FENCE

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TIMBER CURB (VARIES)

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CHAIN LINK FENCE

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CONCRETE BARRIER

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CROSSWALK

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INFORMATION SIGN

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DETAIL 1

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1. NO DIRECT PAYMENT FOR MAINTENANCE OF TRAFFIC CONTROL NO DIRECT PAYMENT FOR MAINTENANCE OF TRAFFIC CONTROL DEVICES. 2. PROVIDE TAPER AT APPROACH END TO CHANNELIZE TRAFFIC PER PROVIDE TAPER AT APPROACH END TO CHANNELIZE TRAFFIC PER NATIONAL MUTCD WITH NYS SUPPLEMENT.

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NOTES:

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ALTERNATE B SECTION

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PLAN

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ALTERNATE A SECTION

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EXISTING POLISHED GRANITE

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REMOVE EXISTING DETERIORATED MORTAR TO SOUND SUBSTRATE ( " MIN.). PROVIDE TYPE N MORTAR, 34" MIN.). PROVIDE TYPE N MORTAR, COLOR, TEXTURE AND TOOLING OF MORTAR TO MATCH EXISTING

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CONCRETE SIDEWALK

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EXPANSION JOINT (TYP.)

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6"Hx12"W GRANITE CUT STONE CORE DRILL AND SET ONTO REBAR DOWELS.

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2" PIPE RAIL

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PIPE RAIL FLANGE

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CORE DRILL AND SET FOUR (4) " 38" GALVANIZED FASTNERS (4" IN LENGTH). SET WITH EPOXY (HILTI OR EQUAL)

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12" MIN. MORTAR SETTING BED. (TYPE S)

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EXISTING BRICK MASONRY BELOW (WIDTH UNKNOWN)

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No.4 REBAR 8" LONG AT 4' OC MAX. (2 MIN. PER STONE PIECE) DRILLED & SET WITH EPOXY (HILTI OR EQUAL)

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1. ALL UPRIGHTS FOR RAILING SHALL BE 2" O.D. PIPE. ALL UPRIGHTS FOR RAILING SHALL BE 2" O.D. PIPE. 2. ALL HORIZONTAL RAILING SHALL BE 1-1/2" O.D. PIPE. ALL HORIZONTAL RAILING SHALL BE 1-1/2" O.D. PIPE. 3. ALL FITTINGS PER DETAIL 2/504, ARCHITECTURAL IRON COMPANY OR ALL FITTINGS PER DETAIL 2/504, ARCHITECTURAL IRON COMPANY OR APPROVED EQUAL. 4. PAINT METAL RAILINGS WITH TYPE EAL-3 MATCH SHADE OF GREEN TO PAINT METAL RAILINGS WITH TYPE EAL-3 MATCH SHADE OF GREEN TO COLOR ON EXISTING RAILINGS

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CONCRETE SIDEWALK

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GRANITE CUT STONE

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PIPE FLANGE (TYP.)

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PIPE RAIL FITTING (TYP.)

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1-1/2" O.D. HORIZONTAL PIPE RAIL (TYP.)

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2" O.D. UPRIGHT PIPE RAIL (TYP.)

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4" AIR ENTRAINED CONCRETE 4000 PSI

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PROVIDE 6"X6" W1.4XW1.4 WIRE MESH REINFORCEMENT 2" BELOW FINISH GRADE.

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EXISTING SUBBASE REPLACE WHERE UNSUITABLE.

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1. PLACEMENT AND FORMING OF ALL JOINTS SHALL BE IN CONFORMANCE WITH ACI COMMITTEE REPORT 332 R-84. PLACEMENT AND FORMING OF ALL JOINTS SHALL BE IN CONFORMANCE WITH ACI COMMITTEE REPORT 332 R-84. 2. SUBMIT JOINT LAYOUT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMIT JOINT LAYOUT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 3. ALL EXPOSED SURFACES SHALL BE SLOPED TO SHED WATER (1/4" PER FOOT STANDARD) CLASS B BROOM FINISH ALL EXPOSED SURFACES SHALL BE SLOPED TO SHED WATER (1/4" PER FOOT STANDARD) CLASS B BROOM FINISH ALIGN JOINTS WITH CURBING OR AT 5 FT. INTERVALS (SEE NOTE).

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MOLDED BUMPER MODEL BBB FROM LOADING DOCK SUPPLY LLC OR APPROVED EQUAL

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2-3/8" Dia.

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3/4" Dia.

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1. CORE DRILL AND EPOXY GROUT FOUR (4) 3/4" GALVANIZED CORE DRILL AND EPOXY GROUT FOUR (4) 3/4" GALVANIZED MOUNTING LAGS. EMBED 6" MIN. INTO EX. WALL. 2. MOUNTING HEIGHT TO BE 34" CENTER OF BUMPER. MOUNTING HEIGHT TO BE 34" CENTER OF BUMPER. 3. PROVIDE EVEN SPACING ALONG WALL FACE AS MEASURED IN FIELD, PROVIDE EVEN SPACING ALONG WALL FACE AS MEASURED IN FIELD,

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CONCRETE SIDEWALK, NOSE OF STAIR TREAD OR PLATFORM.

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1-1/2" O.D. SCHEDULE 40 HAND RAIL PIPE

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WIRE MESH WHERE SHOWN

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2.50 GALV. U-POST EMBEDDED 12" BELOW GRADE

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REFER TO SPECIFICATION 344113

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FOR SIGNS THAT HAVE BEEN REMOVED AND WILL BE REPLACED USE THIS DETAIL FOR REINSTALLING. REPLACE NECESSARY HARDWARE

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NOTE:

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EXISTING SIGN

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EXISTING TOP COURSE

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EXISTING BINDER COURSE

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EXISTING SUBBASE

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EDGE OF TOP COURSE PAVEMENT AREA TO BE REMOVED

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REMOVE 2" OF EXISTING TOP COURSE AS SHOWN

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EXTEND NEW TOP COURSE OVER EXISTING BINDER COURSE AS SHOWN AND MATCH SURFACE WITH EXISTING

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CLEAN EXISTING BINDER COURSE SURFACE AND APPLY TACK COAT JUST PRIOR TO LAYING NEW TOP COURSE.

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EXISTING SUBGRADE

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1. CLEAN EXISTING PAVEMENT SURFACE OF LOOSE AND DELETERIOUS CLEAN EXISTING PAVEMENT SURFACE OF LOOSE AND DELETERIOUS MATERIAL IMMEDIATELY BEFORE COLD MILLING. 2. KEEP MILLED PAVEMENT SURFACE FREE OF LOOSE MATERIAL AND KEEP MILLED PAVEMENT SURFACE FREE OF LOOSE MATERIAL AND DUST. 3. REPAIR OR REPLACE CURBS, MANHOLES AND OTHER REPAIR OR REPLACE CURBS, MANHOLES AND OTHER CONSTRUCTION DAMAGED DURING MILLING.

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4. PATCH SURFACE DEPRESSIONS DEEPER THAN 1 INCH AFTER PATCH SURFACE DEPRESSIONS DEEPER THAN 1 INCH AFTER MILLING, BEFORE TOP COURSE IS LAID. 5. DISPOSE OF MILLED MATERIAL OFFSITE. DO NOT ALLOW MILLED DISPOSE OF MILLED MATERIAL OFFSITE. DO NOT ALLOW MILLED MATERIALS TO ACCUMULATE ON-SITE

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EDGE OF FULL DEPTH PAVING REPLACEMENT

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WARNING:

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FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE

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NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

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ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

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UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

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AND IS A CLASS 'A' MISDEMEANOR.

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PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

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THE ALTERATION OF THIS MATERIAL IN ANY WAY,

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CLIENT:

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CONTRACT:

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TITLE:

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LOCATION:

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SHEET TITLE:

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DESIGNED BY:

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PROJECT

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DRAWN BY:

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DRAWING NUMBER:

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FIELD CHECK:

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APPROVED:

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SHEET OF

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MARK

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DATE

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DESCRIPTION

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NUMBER:

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REPAIR SIDEWALKS

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STATE ARMORY

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68 LEXINGTON AVENUE

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NEW YORK, NY 10098

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DIVISION OF MILITARY

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AND NAVAL AFFAIRS

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CONSULTANT:

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ENVIRONMENTAL DESIGN PARTNERSHIP, LLP

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CRW 12/05/2018 BID DOCUMENT

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CRW 01/31/2019 ADDENDUM #1

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1

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SITE DETAILS

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C-501

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17

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20

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CRW

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CRW

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CRW

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BPO

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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1

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REVISED DRAWING 01-31-19

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Q1767 C

36x24 P

LO

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HE

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edpllp.com


PARTNERSHIP, LLP.

LOADING DOCK #1 ELEVATION1

C-502

LOADING DOCK #1 PLAN VIEW2

C-502

STAIR 2 ELEVATION5

C-502

STAIR 2 HANDRAIL ELEVATION8

C-502

STAIR 2 PLAN VIEW & RAIL 46

C-502

LOADING DOCK #2 ELEVATION3

C-502

LOADING DOCK #2 HANDRAIL ELEVATION4

C-502

LOADING DOCK #2 PLAN VIEW7

C-502

METAL STAIR STRINGER9

C-502

PIPE SLEEVE10

C-502

REPAIR BRICK WALL11

C-502

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BUILDING FACE

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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NEW PIPE FLANGE

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1-1/2" O.D. PIPE SCHEDULE 40

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BALL TYPE FITTINGS PER DIETAIL

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2" O.D. PIPE SCHEDULE 40

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REMOVABLE GUARD SECTIONS

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RUBBER LOADING DOCK BUMPER PER DETAIL 11/501

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1-1/2" O.D. PIPE SCHEDULE 40 HAND RAIL AT 36" FROM LANDING

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1-1/2" O.D. PIPE SCHEDULE 40 HAND RAIL AT 36" STAIR NOSING

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PIPE SLEEVE 10/C-50210/C-502/C-502C-502

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4 X 4 MESH FABRIC (TYP)

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4 X 4 MESH FABRIC

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TERMINATE RAILING AT BUILDING MOUNT ON BUILDING FACE WITH PIPE FLANGE (TYP.)

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DROP CURB TRANSITION & RAMP

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DROP CURB

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EJ

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EJ

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HAND RAIL

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CONCRETE SIDEWALK

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EXISTING STAIR STRINGER

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1-1/2" O.D. PIPE SCHEDULE 40 HAND RAIL

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EXISTING METAL PLATFORM

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EXISTING WIRE MESH

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WELD POST TO METAL PLATFORM

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CONCRETE SIDEWALK

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METAL DECK

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TOP OF STAIR STRINGER

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1-1/2" O.D. PIPE SCHEDULE 40 HAND RAIL PER DETAIL 9/501

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RAIL 4 START/END AT CORNER OF BUILDING

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RAIL 4 START/END

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RAIL 4 POST ATTACHED TO NEW CONCRETE SIDEWALK WITH PIPE FLANGE

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METAL STAIR STRINGER PER DETAIL 9/502

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CONCRETE SIDEWALK

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2 EQUAL REMOVABLE GUARD SECTIONS

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PIPE SLEEVE 10/C-50210/C-502/C-502C-502

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LOADING DOCK RUBBER BUMPER PER DETAIL 11/C-501/C-501C-501

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34" O.D. SCHEDULE 40 PIPE INFILL (TYP.)

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BALL TYPE FITTINGS PER DETAIL

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PIPE FLANGE (TYP.)

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NEW 4" THICK CONCRETE SLAB PER DETAIL 7/C-501/C-501C-501

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LOADING DOCK

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CONCRETE SIDEWALK

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TOP OF METAL STAIR STRINGER

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1-1/2" O.D. PIPE SCHEDULE 40 HAND RAIL PER DETAIL 9/501

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DROP CURB TRANSITION & RAMP

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DROP CURB

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EJ

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HAND RAIL

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CONCRETE LOADING DOCK

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CONCRETE SIDEWALK

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1-1/2" STEEL GRATING W/ SERRATED TREAD AND CHECKERED NOSING

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3" STEEL CLIP ANGLE (2 TOTAL) BOLT OR WELD TO STRINGER PER MANUFACTURER'S REQUIREMENTS. SHOP DRAWING REQUIRED.

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L3x2x1/4'-0-3" LG. LLH W/3/4' DIA. STEEL ADHESIVE ANCHOR MIN. EMBEDMENT

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C12x20.7

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3/4' DIA. STEEL ADHESIVE ANCHOR MIN. EMBEDMENT 8" (2 EA. CLIP, 4 TOTAL)

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316 ANGLE TAB WELDED TO STRINGER

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CONCRETE SURFACE

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EPOXY GROUT

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2-1/8" I.D. PIPE SLEEVE

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REMOVABLE RAILING POST 2" O.D. (TYP.)

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EXISTING BRICK TO REMAIN

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EXISTING BRICK TO REMAIN

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BRICK TO BE REPLACED PER SPECIFICATION 42113

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BRICK MORTAR PER SPECIFICATION 40513

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WARNING:

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MARK

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DATE

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DESCRIPTION

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NUMBER:

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REPAIR SIDEWALKS

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STATE ARMORY

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68 LEXINGTON AVENUE

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NEW YORK, NY 10098

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AND NAVAL AFFAIRS

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CONSULTANT:

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1

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SITE DETAILS

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C-502

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18

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20

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CRW

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CRW

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CRW

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BPO

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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C-501

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8

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NOT TO SCALE

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NOT TO SCALE

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1

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1

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1

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C-503

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8

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C-503

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8

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C-503

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8

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PARTNERSHIP, LLP.

RAIL 6 PLAN VIEW2

C-503

STAIR 7 PLAN VIEW4

C-503

STAIR 7 HANDRAIL ELEVATION5

C-503

RAIL 3 PLAN VIEW1

C-503

STAIR 7 ELEVATION6

C-503

RAIL 8 PLAN VIEW3

C-503

RAIL 5 PLAN VIEW7

C-503

LOADING DOCK & STAIR RAILING8

C-503

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RAISED CONC

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RAISED CONC

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GATE

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RAIL 6 START/END

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RAIL 6 START/END

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WELDED TO ADJACENT LANDING

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TERMINATE RAILING AT STAIR SUPPORT POST. WELD PIPE FLANGE TO STAIR SUPPORT POST.

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RAIL 8 START/END

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HAND RAIL

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METAL LANDING

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GRATE LANDING

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TOP OF EXISTING STAIR STRINGER

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DWS

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FOSC - 1' WIDE

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CHAINLINK COVER

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3" O.D. PIPE FOR RAILING HEIGHTS FROM GRANITE RAILING MOUNTED ON GRANITE CURB

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NOTES:

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RAIL 8 SEE DETAIL SHEET 3/C-503

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TOP OF 6" GRANITE CURB

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CONCRETE WALK

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BALL TYPE FITTINGS PER DETAIL (TYP.)

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EXISTING STAIR STRINGER

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EXISTING METAL LANDING

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WELDED TO ADJACENT LANDING

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TERMINATE RAILING AT STAIR SUPPORT POST. WELD PIPE FLANGE TO STAIR SUPPORT POST.

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RAIL 8 START/END

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RAIL 8 START/END AT CORNER OF STAIR CAGE

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RAISED CONC

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RAISED CONC

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GATE

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RAIL 6 START/END

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RAIL 5 START/END

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RAIL 5 START/END AT GATE POST

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1. ALL UPRIGHTS FOR RAILING SHALL BE 2" O.D. PIPE. ALL UPRIGHTS FOR RAILING SHALL BE 2" O.D. PIPE. 2. ALL HORIZONTAL RAILING SHALL BE 1-1/2" O.D. PIPE. ALL HORIZONTAL RAILING SHALL BE 1-1/2" O.D. PIPE. 3. ALL FITTINGS PER DETAIL 2/504, ARCHITECTURAL IRON COMPANY OR APPROVED EQUAL. ALL FITTINGS PER DETAIL 2/504, ARCHITECTURAL IRON COMPANY OR APPROVED EQUAL. APPROVED EQUAL. 4. MESH TO BE GALVANIZED 4" X 4" WELDED WIRE FABRIC. MESH TO BE GALVANIZED 4" X 4" WELDED WIRE FABRIC. 5. "U" CHANNEL EXTENSION TO BE " GALVANIZED BAR WELDED TO "U" CHANNEL AND UPRIGHT POSTS. "U" CHANNEL EXTENSION TO BE " GALVANIZED BAR WELDED TO "U" CHANNEL AND UPRIGHT POSTS. 12" GALVANIZED BAR WELDED TO "U" CHANNEL AND UPRIGHT POSTS. 6. ALL VERTICAL ENDS OF FABRIC MESH TO TO BE ENCLOSED WITH " GALVANIZED "U" CHANNEL WELDED TO PIPE RAIL FITTINGS. ALL VERTICAL ENDS OF FABRIC MESH TO TO BE ENCLOSED WITH " GALVANIZED "U" CHANNEL WELDED TO PIPE RAIL FITTINGS. 12" GALVANIZED "U" CHANNEL WELDED TO PIPE RAIL FITTINGS. 7. PAINT METAL RAILINGS AND WIRE MESH WITH TYPE EAL-3 MATCH SHADE OF GREEN TO COLOR ON EXISTING RAILINGS. PAINTING PAINT METAL RAILINGS AND WIRE MESH WITH TYPE EAL-3 MATCH SHADE OF GREEN TO COLOR ON EXISTING RAILINGS. PAINTING SHALL BE DONE OFF SITE PRIOR TO INSTALLATION AS MUCH AS POSSIBLE. TOUCH-UPS ON-SITE ONLY.

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NOTES:

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TOP OF CONC. OR TREAD

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PIPE FLANGE (TYP.)

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PIPE RAIL FITTING (TYP.)

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1-1/2" O.D. HORIZONTAL PIPE RAIL (TYP.)

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2" O.D. UPRIGHT PIPE RAIL (TYP.)

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A

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2" PIPE RAIL

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PIPE FLANGE

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MESH FABRIC (TYP)

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12" GALVANIZED "U" CHANNEL WELDED TO PIPE RAIL FITTINGS. TREAT & PAINT IN FIELD.

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TACK WELD MESH FABRIC TO PIPE RAIL FITTINGS. TREAT & PAINT IN FIELD.

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MESH FABRIC (TYP.)

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12" GALVANIZED "U" CHANNEL EXTENDED 1" AND WELDED TO UPRIGHT PIPE. TREAT & PAINT IN FIELD.

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SECTION

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A

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NOT TO SCALE

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SET BOTTOM OF MESH IN 1/2" "U" CHANNEL (TYP)

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WARNING:

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LOCATION:

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DESCRIPTION

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NUMBER:

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REPAIR SIDEWALKS

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STATE ARMORY

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68 LEXINGTON AVENUE

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NEW YORK, NY 10098

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AND NAVAL AFFAIRS

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CONSULTANT:

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1

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SITE DETAILS

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C-503

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19

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20

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CRW

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CRW

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CRW

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BPO

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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1

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1

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C-503

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8

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C-501

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9

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PARTNERSHIP, LLP.

LE

XIN

GT

ON

A

VE

E 26TH ST

E 25TH ST

STATE ARMORY

BUILDING

# 3 & 4/C-133

# 1 & 2/C-133

GENERAL NOTES:

2+00

GRATING INSERTS AT AREA WAYS E. 26TH STREETPLAN LEGEND:

GRATING INSERTS AT AREA WAYS E. 26TH STREET PLAN NOTES:

# 1 & 2/C-134

1

1

GRATE 1 - E. 26TH STREET - DEMOLITION PLAN1

C-133


C-133

GRATE 2 - E. 26TH STREET - INSTALLATION PLAN4

C-133


C-133

2

2

2

3

3

3

3

4

4

5

5

6

6

6

3

7

7

7

7

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G

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CHAINLINK FENCE COVER

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CHAINLINK FENCE COVER

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FOBW - 1' WIDE

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BIKE PATH

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CONCRETE AREA LOWER LEVEL

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CONCRETE AREA LOWER LEVEL

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CHAINLINK FENCE COVERING AREA WAY. FENCE CONNECTED TO BUILDING AND FOUNDATION BELOW BLUESTONE WALL.

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RAISED CONC

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CONC STAIR TO LOWER LEVEL

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RAISED CONC

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GATE

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G

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BIKE PATH

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G

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BIKE PATH

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WARNING:

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CLIENT:

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NUMBER:

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REPAIR SIDEWALKS

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STATE ARMORY

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68 LEXINGTON AVENUE

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NEW YORK, NY 10098

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AND NAVAL AFFAIRS

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CONSULTANT:

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1

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GRATING INSERTS AT AREA WAYS E. 26TH STREET PLAN

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C-133

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A1-1

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20

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CRW

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CRW

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CRW

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BPO

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NORTH

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KEY MAP

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1. STAGING AREA SHALL BE AS DESIGNATED ON THESE PLANS ONLY. STAGING AREA SHALL BE AS DESIGNATED ON THESE PLANS ONLY. COORDINATE WITH SCHEDULED WORK AND DIRECTOR'S REPRESENTATIVE. 2. CONTRACTOR RESPONSIBLE FOR EXISTING ITEMS THAT ARE TO REMAIN CONTRACTOR RESPONSIBLE FOR EXISTING ITEMS THAT ARE TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION. 3. COORDINATE WITH DIRECTOR'S REPRESENTATIVE FOR CLOSURE OF ANY COORDINATE WITH DIRECTOR'S REPRESENTATIVE FOR CLOSURE OF ANY ACCESS. MAINTAIN EMERGENCY ACCESS AT ALL TIMES IN ACCORDANCE WITH THE ARMORY EMERGENCY PLAN.

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CLL

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CONTRACT LIMIT LINE

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C-501

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3

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DETAIL REFERENCE

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DETAIL NUMBER

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SHEET NUMBER

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REFERENCE STATIONING

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PIPE RAILING

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GRANITE CURB/WALL

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ADDENDUM DRAWING 01-31-19

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5.0'

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DIMENSION

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AREAWAY GRATING

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SCALE: 1/4" = 1'

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SCALE: 1/4" = 1'

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SCALE: 1/4" = 1'

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SCALE: 1/4" = 1'

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REMOVE EXISTING CONCRETE PAD AND DISPOSE OF OFFSITE. ASSUME 4" OF CONCRETE WITH WIRE MESH REINFORCEMENT FOR BIDDING PURPOSES. SUBBASE TO BE ADJUSTED TO PROVIDE PROPOSED GRADES.

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REMOVE EXISTING CHAINLINK FENCE OVER AREA WAY IN ITS ENTIRETY AND DISPOSE OF OFFSITE.

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PROVIDE GALVANIZED GRATING SYSTEM OVER AREA WAY. GRATING TO BE FINISH PAINTED BLACK. PAINTING TO BE DONE OFF-SITE PRIOR TO INSTALLATION AS MUCH AS POSSIBLE.

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PROVIDE CONCRETE PAD AS PER DETAIL.

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C-501

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7

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C-134

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3

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C-134

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3

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C-134

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3

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PROVIDE 4' X 4'-6" OPENING IN GRATING SYSTEM OVER EXISTING STAIRS PER MANUFACTURERS REQUIREMENTS (SHOP DRAWING REQUIRED). PROVIDE HASP AT EACH OPENING FOR PADLOCK TO BE PROVIDED BY OWNER.

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PROVIDE 30" X 30" OPENING IN GRATING SYSTEM FOR LADDER ACCESS PER MANUFACTURERS REQUIREMENTS (SHOP DRAWING REQUIRED). PROVIDE HASP FOR PADLOCK TO BE PROVIDED BY OWNER.

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C-134

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3

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OVERHANG GRATING 6" INTO OPENING.

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C-134

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4

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4

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4

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edpllp.com


PARTNERSHIP, LLP.

LE

XIN

GT

ON

A

VE

E 26TH ST

E 25TH ST

STATE ARMORY

BUILDING

# 3 & 4/C-133

# 1 &2/C-133

GENERAL NOTES:

2+00

GRATING INSERT AT AREA WAY E. 25TH STREET PLAN & DETAILS LEGEND:

GRATING INSERT AT AREA WAY E. 25TH STREET PLAN & DETAILS NOTES:

# 1 & 2/C-134

1

1


C-134


C-134

2

2

GRATING INSTALLATION3

C-134

3

3

4

4

2

WINDOW OPENING GRATE DETAIL4

C-134

4

NEW BOLLARD - E. 25TH STREET - INSTALLATION PLAN5

C-134

5

5

6" STEEL BOLLARD6

C-134

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DWS

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DWS

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FOSC - 1' WIDE

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CHAINLINK COVER

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FOCC

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RAMP

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1 " X " CARBON STEEL 316" X " CARBON STEEL 316" CARBON STEEL BAR GRATE. (SHOP DRAWINGS REQUIRED)

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PROVIDE " MAX GAP 12" MAX GAP AT WALLS (TYP.)

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2 " X " STEEL ANGLE MOUNTED 14" X " STEEL ANGLE MOUNTED 14" STEEL ANGLE MOUNTED TO WALLS WITH " X 6" SS HILTI 316" X 6" SS HILTI ANCHOR OR EQUAL AT 8" MAX. SPACING (TYP AT PERIMETER)

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PROVIDE "Z" STYLE OR SADDLE CLIP PER MANUFACTURERS REQUIREMENTS (TYP)

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NEW GRANITE CURB/WALL

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NEW RAILING

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NEW SIDEWALK

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EXIST. BLDNG

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EXIST. BRICK FNDTN

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AREA WAY

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SPAN OPENING WITH ANGLE BRACKET

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PROVIDE ANGLE BRACKET ALONG SIDES OF OPENING

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PROVIDE TWO ANGLE BRACKET FASTENERS INTO EXIST. STRUCTURE (HILTI OR EQUAL) AT 3" & 6" AFTER OPENING

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PROVIDE TWO ANGLE BRACKET FASTENERS INTO EXIST. STRUCTURE (HILTI OR EQUAL) AT 3" & 6" AFTER OPENING

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EXISTING WINDOW OR DOOR OPENING

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EXISTING FACILITY EXTERIOR WALL

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EXISTING FACILITY EXTERIOR WALL

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PLANTER

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PLANTER

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C

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L

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6" O.D. GALVANIZED STEEL PIPE- WITH YELLOW BUMPER POST SLEEVE

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USE S.S SECURITY SCREW 14" (TORX CENTER PIN HEAD) AT BASE

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CROWN 1" AND TROWEL SMOOTH

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FINISH GRADE

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UNDISTURBED EARHT

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CONCRETE FOOTING

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WARNING:

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CLIENT:

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MARK

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DESCRIPTION

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NUMBER:

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REPAIR SIDEWALKS

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STATE ARMORY

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68 LEXINGTON AVENUE

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NEW YORK, NY 10098

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AND NAVAL AFFAIRS

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CONSULTANT:

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1

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GRATING INSERT AT AREA WAY E. 25TH STREET PLAN & DETAILS

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C-134

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A1-2

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20

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CRW

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CRW

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CRW

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BPO

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NORTH

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KEY MAP

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1. STAGING AREA SHALL BE AS DESIGNATED ON THESE PLANS ONLY. STAGING AREA SHALL BE AS DESIGNATED ON THESE PLANS ONLY. COORDINATE WITH SCHEDULED WORK AND DIRECTOR'S REPRESENTATIVE. 2. CONTRACTOR RESPONSIBLE FOR EXISTING ITEMS THAT ARE TO REMAIN CONTRACTOR RESPONSIBLE FOR EXISTING ITEMS THAT ARE TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION. 3. COORDINATE WITH DIRECTOR'S REPRESENTATIVE FOR CLOSURE OF ANY COORDINATE WITH DIRECTOR'S REPRESENTATIVE FOR CLOSURE OF ANY ACCESS. MAINTAIN EMERGENCY ACCESS AT ALL TIMES IN ACCORDANCE WITH THE ARMORY EMERGENCY PLAN.

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CLL

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CONTRACT LIMIT LINE

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C-501

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3

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DETAIL REFERENCE

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DETAIL NUMBER

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SHEET NUMBER

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REFERENCE STATIONING

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PIPE RAILING

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GRANITE CURB/WALL

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ADDENDUM DRAWING 01-31-19

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5.0'

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DIMENSION

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AREAWAY GRATING

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SCALE: 1/4" = 1'

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SCALE: 1/4" = 1'

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REMOVE EXISTING CHAINLINK FENCE OVER AREA WAY IN ITS ENTIRETY AND DISPOSE OF OFFSITE.

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NOT TO SCALE

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C-134

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3

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PROVIDE 30" X 24" OPENING IN GRATING SYSTEM FOR LADDER ACCESS PER MANUFACTURERS REQUIRMENTS (SHOP DRAWING REQUIRED). PROVIDE HASP FOR PADLOCK TO BE PROVIDED BY OWNER.

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OVERHANG GRATING 6" INTO OPENING.

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C-134

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3

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SCALE: NTS

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PROVIDE GALVANIZED GRATING SYSTEM OVER AREA WAY. GRATING TO BE FINISH PAINTED BLACK. PAINTING TO BE DONE OFF-SITE PRIOR TO INSTALLATION AS MUCH AS POSSIBLE.

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SCALE: 1/4" = 1'

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PROVIDE 6" BOLLARD TO PROTECT STANDPIPE. LOCATE IN FIELD SO EACH SIDE OF THE SIAMESE CONNECTION HAS UNIMPEDED ACCESS FOR FIRE DEPARTMENT CONNECTION.

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NTS