Revised_Appendix_3v1_-_2016-12-20_3_Int_Munns_100_percent_-_CIVIL_18_May_2017.pdf

Michael E. Hollowood frederick.c.ston3786 Line frederick.c.ston3786 Line frederick.c.ston3786 Text Box Remove sign

RFI # 74

Callout No new stop bar RFI #23 n 2" 2"

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DILUTED TACK COAT

NYSDOT ITEM 407.01D2

6" F9 BASE COURSE HMA

(NYSDOT ITEM 403.118902)

(TO BE INSTALLED IN (2) 3" LIFTS

WITH TACK COAT BETWEEN EACH)

2 1/2" F9 BINDER COURSE

HMA NYSDOT ITEM 403.138902

1/8" THICK GALV. STEEL

REFLECTIVE SIGN PANEL.

PANEL SIZE PER DETAIL 2

THIS SHEET

GALV. STEEL FLANGED CHANNEL

SIGN POST. WEIGHT: 2 LBS/FT.

PUNCHED FULL LENGTH W/

5/16" SHEAR BOLTS.

STOP MESH 2" CLEAR AT EDGES OF CONCRETE

STIFF BROOM FINISH CONCRETE SURFACE

TERMINATE

REINFORCING MESH

3" CLEAR OF JOINT

JOINT SEAL PER SPEC

TOOLED JOINT

- "'-'--=t--PREMOULDED JOINT FILLER

1 1 1/2" JOINT

DESIGN/BUILD

BES DESIGN/BUILD, LLC

766 Middle St, Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

Ft. Drum

Public Works

Engineering Branch w

1 1/2" F2 TOP COURSE HMA

D NYSDOT ITEM 403.178202

WOVEN GEOTEXTILE FABRIC

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CONNECT BREAKAWA Y HINGE PLATE

TO STUB POST IN GROUND W/2

5/16" SHEAR BOLTS

FINISH GRADE, SURFACE

MATERI AL MAY VAR Y.

CONCRETE FOOTING, 3,000 PSI

UNDISTURBED SUBGR ADE

(RR /POJ4)

6" NYSDOT TYPE 2 SUBBASE - NYSDOT ITEM .304.12

(COMPACT TO 95% MOD. PROCTOR)

GEOTEXTILE FABRIC

COMPACTED SUBGRADE (PROOF ROLL 6" IF DISTURBED)

EXPANSION JOINT (EVERY 20')

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Powers Building, 16 Main Street West, Suite 830

Rochester, NY 14614-1607

585.262.2640 • www.chacompanies.com

-TOOLED JOINT 5' O.C.

OR AS SHOWN ON PLAN

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COMPACTED SUBGRADE (PROOF

ROLL 6" IF DISTURBED)

NOTE:

ALL SIGN AGE MATERIALS AND

NOTES:

1. EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS OR

2" TOOLED EDGE BANDS TOOLING (TO CREATE 2" EDGE

BANDS) SHALL ALSO OCCUR ""'

12" NYSDOT TYPE 2 SUBBASE

(PLACE IN 6" LIFTS & COMPACT TO 6"

MIN. 95% MOD. PROCTOR)

NYSDOT ITEM 304.12

HEA VY DUTY

INSTALLATION SHALL CONFORM TO

NYSDOT STANDARD SPECIFICATIONS

SECTION 645, AND NYSDOT MANUAL

OF UNIFORM TRAFFIC CONTROL

DEVICES, LATEST EDITION.

AT PENETRATING STRUCTURES. MAX. 20"-0" O.C.

2. LOCATE CONTROL JOINTS EVERY 5'-0" O.C. ADJUST TIGHT AREAS

TO EQUAL SPACING.

STIFF BROOM FINISH

PERPENDICULAR TO

TR AVEL DIRECTION

-PREMOLDED EXPANSION

JOINT OR CONTROL JOINT

SCORE /CONTR OL JOIN

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AROUND ENTIRE PERIMETER OF

CONC. WALK PAVEMENT.

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ASPH ALT PA VEMENT DETAIL

SCALE: NO SCALE

3A rCO NC R=ET=ES=l D E WA L=K FI NIS=Hl NG_& JOINTS

SCALE: NO SCALE

DILUTED TACK COAT

NYSDOT ITEM 407.0102

12" NYSDOT TYPE 2 SUBBASE - NYSDOT ITEM 304.12

(PLACE IN 6" LIFTS & COMPACT TO MIN. 95% MOD. PROCTOR)

2 1/2" F9 BINDER COURSE

HMA NYSDOT ITEM 403.138902

1 1/2" F2 TOP COURSE HMA

NYSDOT ITEM 403.178202

I I 1111 1 1 1 1 1 I I 111 I , .1 1 1

LEDGE OF PAVEMENT

(RR /?028)

STOP MESH 2" CLEAR AT EDGES OF CONCRETE

BROOM FINISH CONCRETE SURFACE

OPPOSITE TO TRAFFIC

6"x6"x w2.9xw2.9 REINFORCING

MESH AT MID-DEPTH

8"-4.500 psi CONCRETE

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12" NYSDOT TYPE 2 SUBBASE - NYSDOT ITEM 304. 12 w "25' g Iz-

GEOTEXTILE FABRIC

COMPACTED SUBGR ADE (PROOF

ROLL 6" IF DISTURBED)

LIGHT DUTY

SIGN LOCATION (TYP.)

@ 6' ABOVE GR ADE

TO BOTTOM OF SIGN

(PLACE IN 6" LIFTS & COMPACT TO MIN. 95% MOD. PROCTOR)

GEOTEXTILE FABRIC

COMPACTED SUBGRADE (PROOF ROLL 6" IF DISTURBED)

BUILDING LINE, AT

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WATERBORNE ...----. "RESERVED z I= z

B SCALE: NO SCALE

PAINT -_.---

=:D 2"

--=--1 PARKING" SIGN

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ASPH ALT PA VEMEN T DETAIL REFLECTIVE SPACES. 2 2. LOCATE CONTROL JOINTS EVERY 5' O.C. ADJUST TIGHT AREAS TO EQUAL SPACING. "f:3c Z u :il w lli N

24" DETECTABLE

p--- '------' 12"x18" (TYP)

"NO PARKING" SIGN L-=..J 12"x18" (TYP)

8 1 8' WI DE SIDEWA LK

(RR jP028) c "' CJ) u: c;;

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WARNING SURFACE

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CROSSWALK STRIPING TO BE

PAINT HANDICAP

4" BLUE STRIPE 24" O.C.

- SCALE: NO SCALE

COLD MILL EXISTING PAVEMENT

TOP COURSE (1-1/2" DEEP), TACK

COAT AND INSTALL NEW TOP COURSE

(RR jPOJ5)

EXISTING PAVEMENT

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CJ:: IN ACCORDANCE WITH NYSDOT SYMBOL WHITE TO REMAIN 0:0 (!!

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<( STANDARD SHEET 685-01. ON BLUE TOP COURSE PER PAVEMENT DETAIL -- EXISTING PAVEMENT co'

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BACKGROUND

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4" WHITE STRIPE (TYP)

"RESERVED PARKING" SIGN

.--2--..., 12"x18" (TYP) &

"VAN ACCESSIBLE" SIGN

12"x18" (TYP.)

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1. DETECTABLE WARNING SURFACE TO COVER THE FIRST 24" OF SIDEWALK

SURFACE FOR FULL WIDTH OF SIDEWALK. INSTALL CAST IRON

DETECTABLE WARNING PLATES BY EAST JORDAN IRON WORKS OR NEENAH

OR EQUAL. ALTERNATE PRODUCTS MAY BE PRPOSED DURING THE SHOP

DRAWING SUBMITTAL PROCESS.

NOTE:

ALL DIMENSIONS TO CENTER

OF 4" PAVEMENT STRIPING.

COLD MILL EXISTING

PAVEMENT 18" MIN. BEYOND

ID

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PLAN(S)

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WARNING: THI S DOCUMENT MAY CONTAIN

SENSITIVE SECURITY INFORMATION AND

THEREFORE MUST BE TREATED AS A

CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS

DOCUMENT MUST BE MAINTAINED IN A

CONFI DENTIAL MANNER TO PREVENT

COMPROMISI NG HOMELAND SECURITY

AS PROVIDED

ALL DIMENSIONS/EXISTING

CONDITIONS SHOWN SHALL

BE CHECKED AND

VERIFIED BY THE

CONTRACTOR AT THE SITE.

ANY DISCREPANCIES

CONCR ETE SIDEWALK DETAI L

TYPICAL PARKING SPACE

4" WHITE STRIPE

18'

COLOR WHITE

FOR HANDICAP

DETECTABLE WAR NING SUR FACE DETAIL

A CCESSI BLE PA RKING /TYPI CAL STR I PING

PA VEMEN T TR A NSITION DETAIL (RFI # 107)

A

RFI # 78

RFI # 85

http://www.chacompanies.com/

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B L I C

FORT DRUM PUBLIC WORKS ENGINEERING

BRANCH

O iiiiiiii"'iii0 1" THIS BAR

IS ONE INCH ON

SHEET

REFER

ENCE

NUMBER

E "li Ll 0 :J L

I N SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE EXPRESS WRITTEN PERMI SSION OF THE

CONTRACTING OFFICER. UNAUTHORIZED REPRODUCTION. RELEASE OR DISTRIBUTION MAY RESULT IN CIVI L

SHALL BE IMMEDIATELY REPORTED TO THE

GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL

NOT BE SCALED TO OBTAI N DIMENSIONS OR

w 0 R K S 4894 NINNINGER ROAD

FORT DRUM. NY 13602

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES CS501

UJ 0 PENALTY OR OTHER ACTION BY THE GOVER NMENT.

DISTANCES. FO R T D R UM. N E W YOR K ACCORDINGLY

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RFI#20

frederick.c.ston3786 Text Box Observation Well Spacing 50' - OC

RFI#58