Amendment1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to add drawings for the SOW.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code)

X 9B. DATED (SEE ITEM 11)

10-Mar-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

X W912P421B0007

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

U0001

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Mar-2021

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P421B0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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MOUNT MORRIS DAM

CONTRACT NO

®of Engineers

US Army Corps

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PROJECT SET AS INDEXED ON THE FOLLOWING SHEET.

OF ALL BUFFALO DISTRICT DRAWINGS WITHIN THIS

INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

THE INITIALS AND SIGNATURES AFFIXED TO THIS SHEET

BY ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE BUFFALO DISTRICT

APPROVED BY:

APPROVAL RECOMMENDED BY:

DATEDATE

DATE

CHIEF, TECHNICAL SERVICES DIVISION, P.E. CHIEF, DESIGN BRANCH, P.E.

CHIEF, CIVIL/STRUCTURAL DESIGN TEAM, P.E.

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MOUNT MORRIS, NY

VISITOR CENTER ROAD

PAVEMENT REPAIRS

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FEBRUARY 2021

BUFFALO DISTRICT

CERTIFIED FINAL DOCUMENTS - RTA

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W912P421R0007

RIVER

GENESEE

DAM ENTRANCE

MOUNT MORRIS

AREA

WORK

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SCALE OF MILES

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LOCALITY MAP

MORRIS

MOUNT

LEICESTER

EXIT 7

TO WARSAW

PERRY

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TALLMAN ROAD

SANDHILL

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LAKE ONTARIO

NEW YORK

LAKE ERIE

ROCHESTER

SALAMANCA

FULTON

SYRACUSE

UTICA

OGDENSBURG

MASSENA

KINGSTON

PENNSYLVANNIA

OSWEGO

VICINITY MAP

LANCASTER

MT. MORRIS

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ABBREVIATIONS

CLEANOUTCO

CORRUGATED METAL PIPECMP

CLEAR(ANCE)CLR

CENTER LINECL

CAST-IN-PLACECIP

CATCH BASINCB

BETWEENBTWN

BOTH SIDESBS

BENCHMARKBM

BUILDINGBLDG

BITUMINOUSBITUM

ASPHALTASPH

APPROXIMATEAPPROX

ALTERNATEALT

AREA INLETAI

ADJACENT, ADJOINING, ADJUSTABLEADJ

FIRE HYDRANTFH

EXISTINGEXST

EXCAVATEEXC

EACH FACEEF

EACHEA

EASTE

DOWELSDWLS

DRAWINGDWG

DIAMETERDIA

DEMOLITIONDEMO

DEGREEDEG

DATUMDAT

COUNTERSUNKCSK

YARD DRAINYD

WITHOUTW/O

WITHW/

WESTW

VOLUMEVOL

UTILITYUTIL

TYPICALTYP

TOPOGRAPHYTOPO

TOLERANCETOL

THICK(NESS)THK

TEMPORARYTEMP

SPECIFICATIONSPEC

SIMILARSIM

SHEETSHT

SHOULDERSHLDR

SECTIONSECT

STORM DRAINSD

SOUTHS

RIGHT OF WAYROW

REVISIONREV

REQUIREDREQD

REINFORCED CONCRETE PIPERCP

RADIUSR

QUANTITYQTY

PAVINGPVG

POLYVINYL CHLORIDEPVC

POINTPT.

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PARKINGPRKG

POUNDS PER LINEAR FOOTPLF

PROPERTY LINEPL

POINT OF INTERSECTIONPI

PERFORATE(D)PERF

PAVEMENT DRAINPD

POUNDS PER CUBIC FOOTPCF

POLEP

ON CENTEROC

NOT TO SCALENTS

NOMINALNOM

NUMBERNO

NORTHN

METALMTL

MISCELLANEOUSMISC

MINIMUMMIN

MANHOLEMH

MAXIMUMMAX

POUNDLB

INVERTINV

INCHIN

INSIDE DIAMETERID

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEIGHTHT

HORIZONTALHORIZ

HANDRAILHNDRL

GROUTGT

GRATINGGRTG

GRADE LINEGR LN

GALVANIZEDGALV

GAGEGA

NATURAL GASG

FEETFT

INDEX OF DRAWINGS

SHEET IDTITLE

F E

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C-405CATCH BASIN AND PIPE TRENCH DETAILS

C-404MEDIAN CURB AND GUTTER DETAILS

C-403PARKING LOT REPAIR PLAN/DETAIL - OPTION C

C-402TRENCH DRAIN PLAN/DETAIL - OPTION B

C-401PATCHING PLAN/DETAIL - OPTION A

C-302PROPOSED CROSS SECTIONS - BASE BID

C-301EXISTING CROSS SECTIONS - BASE BID

C-102SITE PLAN - BASE BID

C-101EXISTING SITE PLAN

G-002GENERAL INFORMATION

G-001COVER SHEET

SCHEDULE.

FOR IDENTIFICATION OF OPTIONAL WORK ITEMS AND REFER TO THE BID

ITEMS THAT MAY BE EXERCISED BY THE GOVERNMENT. SEE DRAWINGS

PROPOSED SITE IMPROVEMENTS INCLUDE A NUMBER OF OPTIONAL WORK 15.

.DETERMINE THE LOCATION OF THE PROPOSED SITE IMPROVEMENTS

REFER TO DRAWINGS TO DETERMINE DEMOLITION, RESTORATION AND TO

THEY ARE SCHEDULED TO REMAIN AS PART OF THE FINAL SITE IMPROVEMENTS.

ALSO TO INCLUDE IN THE BID THE COST NECESSARY TO RESTORE SUCH ITEMS IF

CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR IS

SITE FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE

CONTRACTOR IS TO INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING 14.

WITHIN THE MOUNT MORRIS DAM RECREATION AREAS.

CONTRACTORS WORKING AT AND AROUND VISITORS CENTER ROAD AND/OR

CONTRACTOR IS TO COORDINATE WORK WITH THE GOVERNMENT AND OTHER 13.

CONTRACTOR TO USE, SEE SHEET C-101.

CONTRACTING OFFICER. STAGING AND STORAGE AREA IS AVAILABLE FOR THE

WORK LIMITS SHOWN ON THE DRAWINGS MAY BE ADJUSTED IN THE FIELD BY THE 12.

RECORD DRAWINGS.

CREATE THE CONTRACT DRAWINGS TO ASSIST WITH COMPLETION OF AS-BUILT

CONTRACTOR WILL BE PROVIDED WITH MICROSTATION CAD FILES USED TO 11.

CONSTRUCTION FENCING WHERE DIRECTED BY THE CONTRACTING OFFICER.

SEPARATE WORK AREAS FROM THE PUBLIC BY INSTALLING TEMPORARY

AND THE PUBLIC IS NOT ENDANGERED IN ANY WAY. CONTRACTOR IS TO

WORK LIMITS, IS NOT ADVERSELY AFFECTED BY THE CONTRACTOR'S OPERATIONS

CONTRACTOR IS TO ENSURE THAT PUBLIC USE OF THE PARK, OUTSIDE OF THE

BETWEEN DAWN AND DUSK WHILE CONSTRUCTION IS BEING PERFORMED.

THROUGHOUT CONSTRUCTION. VISITORS MAY BE PRESENT IN THE PARK

VISITORS CENTER AND ADJACENT PARK AREA WILL REMAIN OPEN TO THE PUBLIC

THE PROJECT SITE IS LOCATED AT THE ENTRANCE TO MOUNT MORRIS DAM. THE 10.

CONTRACTING OFFICER.

PARKING LOTS OUTSIDE OF THE WORK LIMITS UNLESS AUTHORIZED BY THE

CONTRACTOR CANNOT PARK VEHICLES AND/OR EQUIPMENT ON ROADS OR 9.

REQUIRED TO COMPLETE THE PROJECT.

ALL COSTS ASSOCIATED WITH ANY UTILITY PROTECTION AND/OR RELOCATIONS

WHETHER SHOWN ON THE PLANS OR NOT. CONTRACTOR IS RESPONSIBLE FOR

CONSTRUCTION. VERIFY THE ACTUAL LOCATION AND ELEVATIONS OF UTILITIES

CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF UTILITIES DURING 8.

OFFICER AT THE EXPENSE OF THE CONTRACTOR.

PRECONSTRUCTION CONDITION TO THE SATISFACTION OF THE CONTRACTING

OTHERWISE) BY THE CONTRACTOR'S OPERATIONS ARE TO BE RESTORED TO

IMPROVEMENTS AND VEGETATION DISTURBED (UNLESS DESIGNATED

SIGNS, RAILINGS, CULVERTS, FENCES, TREES, LANDSCAPING, AND OTHER

PROPERTY. ROADS, TRAILS, UTILITIES, STORM SEWERS AND APPURTENANCES,

CONTRACTOR IS RESPONSIBLE FOR PRESERVATION OF PUBLIC AND PRIVATE 7.

COMPLETION OF WORK EACH DAY.

FREE FROM DEBRIS, MUD, EQUIPMENT AND CONSTRUCTION MATERIALS UPON

STREETS AND PARKING AREAS ADJACENT TO THE PROJECT ARE TO BE CLEAN AND 6.

WORKING HOURS.

PLAN IS TO INCLUDE MEASURES TO MAINTAIN TRAFFIC SAFETY AFTER NORMAL

WORK BEING PERFORMED IN THE AREA. THE CONTRACTOR'S TRAFFIC CONTROL

APPROPRIATE SIGNAGE, BARRIERS, FLAG MEN, ETC. TO NOTIFY THE PUBLIC OF

CONTRACTOR IS TO IMPLEMENT A TRAFFIC CONTROL PLAN, AND PROVIDE

THE CONTRACTOR AT ALL TIMES. DURING NORMAL WORKING HOURS

SAFE VEHICULAR, PEDESTRIAN, AND BICYCLE TRAFFIC IS TO BE MAINTAINED BY 5.

CONSTRUCTION AND REMOVED UPON COMPLETION.

INSTALLED AND MAINTAINED BY THE CONTRACTOR THROUGHOUT

PROJECT. TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES ARE TO BE

PREVENTION PLAN IS TO CONTINUE THROUGHOUT THE DURATION OF THE

IMPLEMENTATION OF THE CONTRACTOR'S STORM WATER POLLUTION

ADJUSTED TO PREVENT SIGNIFICANT IMPACTS ON RECEIVING WATERS.

TIMING OF ALL EROSION AND SEDIMENT CONTROL ITEMS ARE TO BE FIELD

PERMIT ARE TO BE MET DURING ALL STAGES OF CONSTRUCTION. LOCATION AND

CONDITIONS OF A TYPICAL NPDES CONSTRUCTION STORM WATER GENERAL

AN NPDES PERMIT IS NOT REQUIRED FOR THIS PROJECT. HOWEVER, THE 4.

PERMITS AND RESPONSIBILITIES CLAUSE WITHIN THE SPECIFICATIONS.

PERMITS, PAYING ALL FEES, ETC. REQUIRED TO COMPLETE THE WORK. SEE

UNLESS STATED OTHERWISE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL 3.

AND PROJECT VISITORS.

PROTECTION OF ALL PERSONS, INCLUDING EMPLOYEES, RECREATIONAL USERS,

CONTRACTOR IS TO EXERCISE PRECAUTIONS AT ALL TIMES TO ENSURE THE

STATE, AND LOCAL REQUIREMENTS, INCLUDING SAFETY REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE FEDERAL, 2.

DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS PRIOR TO BID.

THE CONTRACTOR IS TO VERIFY EXISTING CONDITIONS SHOWN ON THE 1.

GENERAL NOTES

CERTIFIED FINAL DOCUMENTS - RTA

W P

R

OPTION A, SHEET C-401

UNDERGROUND CULVERT

CONTRACTOR STAGING AREA

OPTION B, SHEET C-402

OPTION C, SHEET C-403

BASE OPTION, SEE SHEET C-102

EXISTING 2' RCP CULVERT

EXISTING OVERHEAD LINE

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EXISTING SITE PLAN

SCALE: 1" = 60'

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DAM

ACCES

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OAD

REMOVED AND REPLACED

AREAS OF PAVEMENT TO BE 9.

8. PAVEMENT MARKINGS

7. CONTRACTOR STAGING AREA

6. WORK AREA

5. LIGHT POLE

4. ELECTRICAL BELOW GROUND

ELECTRICAL ABOVE GROUND3.

TREE2.

TREE LINE1.

LEGEND

60' 120'0

A6

60' 120'0

NORTH

PLAN

EXISTING CONDITIONS NEAR NY-408

SCALE: 1" = 60'

N Y

VISITOR CENTER ROAD

MAINTAINED AT ALL TIMES.

ACCESS TO THE VISITORS CENTER, DAM, AND PARTNER HOUSES MUST BE 3.

NOT ALL SITE FEATURES ARE SHOWN THIS SHEET. 2.

SEE GENERAL NOTES ON SHEET G-002.1.

GENERAL SHEET NOTES

CERTIFIED FINAL DOCUMENTS - RTA

W P

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SAW CUT

SAW CUT

WORK LIMIT

NEW EDGE OF PAVEMENT

EXISTING EDGE OF PAVEMENT

MATERIAL, SEE SECTIONS ON C-303

AND COMPACT ALL SUBBASE

SUBBASE, ADD NEW SUBBASE

SCARIFY EXISTING AGGREGATE

REMOVE EXISTING PAVEMENT,

24" DIAMETER RCP CULVERT

240'-0" +/-

OVERHEAD ELECTRICAL LINE

SEE NOTE 3

EXISTING CULVERT,

TO TIE INTO

NEW EDGE DRAINS

SEE NOTE 7

NEW CATCH BASIN AND PIPE TRENCH,

SEE NOTE 8

NEW MEDIAN ISLAND,

SIGN, SEE NOTE 8

38'-0" +/-

YELLOW LINES

EXISTING SOLID BROKEN

EXISTING SOLID WHITE LINES

SEE NOTE 9.

APPROX. LOCATION.

AND WIRE LOOPS.

TRAFFIC COUNTER

REPLACE IN KIND

ADJACENT SUBBASE.

MATERIAL TO A DEPTH MATCHING THE EXISTING

COMPACTED NYS SECTION 667 SUBBASE

BENEATH EXISTING MEDIAN. REPLACE WITH

REMOVE SOIL AND OTHER UNSUITALBE MATERIAL

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SCALE: 1" = 20'-0"

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P

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ID

C-102

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ID

C-102

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C-302

C-301

C-302

C-301

NORTH

PLAN & TRUE

PLAN - BASE BID

PROVIDED BY THE GOVERNMENT.

EXISTING TRAFFIC COUNTER TO BE REPLACED IN KIND. INFORMATION TO BE 9.

C-404.

BE CONSTRUCTED AT THE LOCATION INDICATED. SEE SHEETS C-302 AND

EXISTING MEDIAN AND SIGN IS TO BE REMOVED. NEW MEDIAN AND SIGN TO 8.

DIAMETER RCP CULVER. SEE DETAILS ON SHEET C-405.

NEW CATCH BASIN AND PIPE TRENCH TO CONNECT TO EXISTING 24" 7.

MATCH ALL LINES, COLORS, AND SYMBOLS.

NEW PAVEMENT TO RECEIVE SAME MARKINGS AS EXISTING PAVEMENT. 6.

FOR THE WORK.

CONTRACTOR IS TO LAYOUT AND SET HORIZONTAL AND VERTICAL CONTROL 5.

OF TRAFFIC CONTROL/SAFETY SIGNAGE AND BARRIERS.

TO WORK NEAR STATE ROAD 408; TO INCLUDE INSTALLATION AND REMOVAL

CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY 4.

MANUFACTURERS RECOMMENDATIONS.

DETERMINED BY THE CONTRACTING OFFICER. INSTALL PER

CULVERT IS INSERTA TEE (R). EQUIVALENT PRODUCTS WILL BE ALLOWED AS

CULVERT. DESIGN BASIS FOR EDGE DRAIN CONNECTION WITH EXISTING RCP

NEW EDGE DRAINS TO CONNECT INTO EXISTING 24" DIAMETER RCP 3.

NEW EDGE DRAINS TO BE INSTALLED ALONG SIDE OF ROAD.2.

14'-0". SEE SHEETS C-301 & C-2.

PAVEMENT IN THE VICINITY OF THE MEDIAN IS TO BE WIDENED TO MINIMUM 1.

GENERAL SHEET NOTES

CERTIFIED FINAL DOCUMENTS - RTA

W P

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TYP. MEDIAN AND SIGN LOCATION

EXISTING GROUND

EXISTING GROUND

12'-0" +/-8'-0" +/-12'-0" +/-

SUBBASE

AGGREGATE

AGGREGATE SUBBASE

AGGREGATE SUBBASE

EXISTING EDGE DRAIN

2'-0" +/-

TO BE REMOVED AND REPLACED

ASPHALT PAVEMENT COURSES

TO BE REMOVED AND REPLACED

ASPHALT PAVEMENT COURSES

TO BE REMOVED AND REPLACED

ASPHALT PAVEMENT COURSES

VARIES BETWEEN 28'+/- AND 32'+/-

SEE NOTE 1 AND SHEET C-302

EXCAVATE FOR LANE WIDENING,

ROAD IS CROWNED AND DRAIN TO BOTH SIDES

TO CONTRACT SPECIFICATIONS

ON REFERENCE DRAWINGS ATTACHED

EXISTING EDGE DRAIN SEE EXTENTS

SEE NOTE 1 AND SHEET C-302

EXCAVATE FOR LANE WIDENING,

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C-301C-301C-301C-301A1

SCALE: 1/2" = 1'-0" 0 2' 4'1'

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1TYPICAL EXISTING CROSS SECTION WITH MEDIAN

TYPICAL EXISTING CROSS SECTION

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RAISED MEDIAN AND SIGN NOT SHOWN THIS SHEET. 3.

FOR THE WORK.

CONTRACTOR IS TO LAYOUT AND SET HORIZONTAL AND VERTICAL CONTROL 2.

COMPACT SURFACE BELOW EXCAVATION BY PROOF ROLLING.

EXCAVATE TO WIDEN ROAD APPROXIMATELY 2 FEET ON EACH SIDE. 1.

GENERAL SHEET NOTES

CERTIFIED FINAL DOCUMENTS - RTA

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30'-0" +/-

1.5" ASPHALT TOP COURSE

1.5" ASPHALT TOP COURSE

3.5" ASPHALT PG BINDER COURSE

3.5" PG BINDER COURSE

TACK COAT

TACK COAT, TYP

APPROXIMATELY 6" OF EXISTING SUBBASE, TYP.

SCARIFY AND RECOMPACT

APPROXIMATELY 6" OF EXISTING SUBBASE

SCARIFY AND RECOMPACT

2'-0" +/-

2'-0" +/-

EXISTING CULVERT, TYP.

NEW DRAINS TO TIE INTO

OLD AGGREGATE BASE.

INVERT PIPE EL. BELOW

INSTALL EDGE DRAINS WITH

SLOPE PIPE TO DRAIN, TYP.

IN GEOTEXTILE.

WRAP DRAIN TRENCH

POLYETHYLENE DRAINAGE PIPE, TYP.

AND CORRUGATED

4" DIAMETER PERFORATED

WITH INTEGRAL GUTTER

TYP. NEW CONCRETE CURB

12" NYSDOT SECTION 667 SUBBASE, TYP.

14'-0" +/-4'-0"

EXPANSION JOINT

EXPANSION JOINT

TYP. NEW CONCRETE MEDIAN AND SIGN LOCATION

3" ASPHALT PAVEMENT

3" ASPHALT PAVEMENT

PAVEMENT

EXISTING EDGE OF

PAVEMENT

EXISTING EDGE OF

ADJACENT SUBBASE.

MATERIAL TO A DEPTH MATCHING THE EXISTING

COMPACTED NYS SECTION 667 SUBBASE

BENEATH EXISTING MEDIAN. REPLACE WITH

REMOVE SOIL AND OTHER UNSUITALBE MATERIAL

14'-0" +/-

NYSDOT SECTION 667 SUBBASE

MINIMUM 6" COMPACTED

SUBBASE MAT., TYP.

PROVIDE NYSDOT SECTION 667

SUBBASE MAT.

PROVIDE NYSDOT SECTION 667

EXISTING CULVERT.

NEW DRAINS TO TIE INTO

OLD AGGREGATE BASE.

INVERT PIPE EL. BELOW

INSTALL EDGE DRAINS WITH

SLOPE PIPE TO DRAIN.

IN GEOTEXTILE.

WRAP DRAIN TRENCH

POLYETHYLENE DRAINAGE PIPE.

AND CORRUGATED

4" DIAMETER PERFORATED

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SCALE: 1/2" = 1'-0"

A1 0 2' 4'1'

0 2' 4'1'

TYPICAL PROPOSED CROSS SECTION

SCALE: 1/2" = 1'-0"

TYP.

TYP.

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MIN +/-2%

MATCH EXISTING

MIN +/-2%

MATCH EXISTING

MIN +/-2%

MATCH EXISTING

NEW CONCRETE CURB AND MEDIAN TO BE INSTALLED. SEE SHEET C-404.4.

PIPE TRENCH TO TIE INTO EXISTING 2' DIA. RCP CULVERT. SEE SHEET C-405.

INSTALL NEW CATCH BASIN AND PIPE TRENCH ALONG NORTH SIDE LANE. 3.

ARE TO TIE INTO EXISTING 2' DIA. RCP CULVERT. SEE SHEET C-103.

INSTALL NEW EDGE DRAINS ALONG SIDE OF WIDENED ROAD. EDGE DRAINS 2.

APPROXIMATELY 14'-0".

EXISTING TRAVEL LANES IN THE VICINITY OF THE MEDIAN TO BE WIDENED TO 1.

GENERAL SHEET NOTES

MIN 2%

MATCH EXISTING GRADE

CERTIFIED FINAL DOCUMENTS - RTA

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TO PLACING NEW ASPHALT.

COMPACT SUBBASE PRIOR

EXISTING ASPHALT PATCH.

REMOVE AND REPLACE

TO PLACING NEW ASPHALT.

COMPACT SUBBASE PRIOR

EXISTING ASPHALT PATCH.

REMOVE AND REPLACE

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C-401C-401C-401

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SEAL JOINTS BETWEEN NEW ASPHALT AND EXISTING PAVEMENT.3.

ADJACENT LINES AND GRADES OF THE EXISTING ROAD PAVEMENT.

LINES AND GRADES TO ENSURE THE NEW ASPHALT MATCHES THE

PLACE ADDITIONAL SUBBASE MATERIAL AS NEEDED TO MEET EXISTING 2.

IS TO BE COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS.

EXISTING ASPHALT PATCHES ARE TO BE REMOVED. THE EXISTING SUBBASE 1.

GENERAL SHEET NOTES

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CERTIFIED FINAL DOCUMENTS - RTA

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NO. 4 REBARNO. 4 REBAR

WWF

REINFORCED CONCRETE

CONCRETE

CONCRETE

SLOPES TOWARD DRAIN

EXISTING GROUND,

STRUCTURAL FILL

DRAIN INVERT

TOWARDS TRENCH

GROUND SLOPED

IN KIND AROUND NEW TRENCH DRAIN

TO BE REMOVED AND REPLACED

EXISTING SIDEWALK SQUARES

PAVEMENT MARKINGS

1'-8 1/4 "

6" 6"

/4

TOP AND BOTTOM.

3" CLEAR COVER

NO. 4 REBAR PLACED WITH

DRAIN, SEE DETAIL A6

SLOPE AREA TO DRAIN TO TRENCH

INVT. EL 885.

DRAIN LEVEL WITH GROUND SURFACE

OF DRAIN OPEN AND INVERT OF

INTO GRASSED AREA, WITH END

TRENCH DRAIN IS TO EMPTY

INVT. EL 883.,

2' TO 3' FROM TRENCH DRAIN.

EXTENT OF PAVEMENT REPAIRS APPROXIMATELY

THE CRACKED ASPHALT PAVEMENT.

TRENCH TO BE LOCATED WITHIN

SEE NOTE 4

RESTORE AREA WITH NEW SEEDING AND TURF,

SEE NOTE 4

RESTORE TURF,

SEE NOTE 4.

NEW SEEDING AND TURF,

RESTORE AREA WITH

INTO GRASSED AREA.

GRADE AREA TO DRAIN

NEW SIDEWALK

AGGREGATE BASE MATERIAL

EXISTING COMPACTED CRUSHED

NEW ASPHALT PAVEMENT

TYP. SUBBASE MATERIAL.

UNDER CHANNEL. FILL CMU WITH

O.C. TO ALLOW FOR CONCRETE

6" CMU ON EDGE SPACED @ 36"

/- 6 '-0

JOINT JOINT

GRATE, SEE NOTE 3

GRATE, SEE NOTE 2

GRATE, SEE NOTE 2.

GRATE, SEE NOTE 2

GRATE, SEE NOTE 2.

UV PROTECTED PVC TRENCH DRAIN

PVC TRENCH DRAIN

UV PROTECTED

UV PROTECTED PVC TRENCH DRAIN

PVC TRENCH DRAIN

UV PROTECTED

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A1 10' 20'0

NORTH

PLAN

OPTION 2 PLAN

SCALE: 1" = 10'

F6

D6

B6

0 2' 4'1'

SCALE: 1/2" = 1'

SCALE: 1/2" = 1'

SCALE: 1/2" = 1'

TYPICAL TRENCH DRAIN IN GRASS DETAIL

F E

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A6

TRENCH DRAIN GRADING DETAIL

SCALE: NTS

TYPICAL TRENCH DRAIN IN SIDEWALK DETAIL

TYPICAL TRENCH DRAIN IN PAVEMENT DETAIL

MIN. SLOPE 2%

TO NOT EXCEED 3.4% BY WEIGHT.

NOT TO EXCEED 1%. MATERIALS OTHER THAN WEED AND PURE LIVE SEED

PRATENSIS (KENTUCKY BLUEGRASS). WEED SEED PERCENTAGE BY WEIGHT

WEIGHT FESTUCA RUBRA (CREEPING RED FESCUE) AND 75% BY WEIGHT POA

STATE APPROVED SEED SOURCES. SEEDS SHALL CONSIST OF 25% BY

INSTALLING TRENCH DRAIN WITH NEW SEEDING AND TURF COMPLIANT WITH

CONTRACTOR TO RESTORE DISRUPTED SITE AFTER GRADING AND 4.

DESCRIBED IN NOTE 2 IN GRASS AREAS AS WELL.

OF LAWN MAINTENANCE EQUIPMENT. CONTRACTOR MAY SUPPLY GRATING

GRATING IN GRASSY AREAS IS TO BE APPROPRIATE FOR REPEATED PASSES 3.

VEHICLES/H-20 TRUCK LOAD AND IS TO BE ADA COMPLIANT.

GRATING IN PARKING LOT AND SIDEWALK IS TO BE RATED FOR CLASS C 2.

SHALLOW PROFILE.

DESIGN BASIS FOR TRENCH DRAIN IS NDS 8" PRO SERIES CHANNEL 1.

GENERAL SHEET NOTES

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MILLED AND REPLACED

PAVEMENT TO BE

SEE NOTE 1

VERTICAL SAW CUT,

IN FIELD BY CONTRACTING OFFICER.

EXACT LIMITS DETERMINED

VERTICAL SAW CUT.

IN FIELD BY CONTRACTING OFFICER.

EXACT LOCATION TO BE DETERMINED

VERTICAL SAW CUT.

PAVEMENT TOP COURSE

MILL AND REPLACE

/2

TOP COURSE TO REMAIN

EXISTING PAVEMENT

BASE COURSE TO REMAIN

EXISTING PAVEMENT

AGGREGATE SUBBASE

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1TYPICAL SAWCUT DETAIL

0 1" 2"1/2"

NEW PAVEMENT TO RECEIVE SAME MARKINGS AS EXISTING PAVEMENT.4.

PLACEMENT OF NEW PAVEMENT TOP COURSE MATERIAL.

APPLY TACK COAT ON EXISTING PAVEMENT TO REMAIN PRIOR TO 3.

REMAIN BEYOND THE DEPTH OF THE MILLED PAVEMENT.

NEW PAVEMENT IS TO FILL EXISTING POTHOLES AND ALL LOW AREAS THAT 2.

CONTRACTING OFFICER.

APPROXIMATE. EXACT LOCATION TO BE DETERMINED IN FIELD BY

VERTICAL SAW CUT LOCATION SHOWN IN PLAN THIS SHEET IS 1.

GENERAL SHEET NOTES

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C-

E6

E6

C-

1/8" PITCH TOWARDS ROADWAY

1" 7"12"

NYS SECTION 667 SUBBASE

TO BE RECOMPACTED

EXISTING SUBBASE

2'-0"

MIN 16'-8"

20'-0"

IN A DOME SHAPE

CONCRETE GRADED ABOVE SURFACE

CONCRETE GUTTER

CONCRETE CURB

ON SHEET C-302

NEW ASPHALT SEE DETAIL E1

REPLACE IN KIND

NEW TIMBER POSTREPLACE IN KIND

NEW TIMBER POST

6"

EXPANSION JOINT

SUBBASE

NYSDOT SECTION 667

BE REINSTALLED

EXISTING SIGN TO

2'-0"

SHOWN ON C-303

SLOPE TO DRAIN AS

CONCRETE MEDIAN,

EXPANSION JOINT

CONTROL JOINT, TYP

1/2 "

1/4" CHAMFER, TYP. 1/4" CHAMFER, TYP.

1/2 "

/2

JOINT FILLER

JOINT FILLER

JOINT

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C-404C-404C-404C-404

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1' 2'0 6"E1

SCALE: 1 1/2" = 1'-0"

1 1/2 "R

B5

MEDIAN PLAN DETAIL

4'0 2' 8'

4'0 2' 8'

E5

MEDIAN SIGN ELEVATION

SCALE: 3/8" = 1'-0"

SCALE: 3/8" = 1'-0"

2'-0

R

2'-0"

TYPICAL CURB AND GUTTER DETAIL

CROSS SLOPE

CONTROL JOINTS MAY BE PHYSICAL COLD JOINTS OR SAW CUT.2.

PLACEMENT.

CONCRETE FINISH TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO

MEDIAN CONCRETE SURFACE TO FEATURE A DECORATIVE STAMPED 1.

GENERAL SHEET NOTES

B1

B3

SCALE: NTS SCALE: NTS

TYP. EXPANSION JOINT DETAILTYP. CONTROL JOINT DETAIL

CERTIFIED FINAL DOCUMENTS - RTA

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4'-0"

1'-0"

4'-0"

6" 6"6"

6"

3'-0"

FRAME AND GRATE

FRAME AND GRATE

3'-0"

TOP OF PAVEMENT

3H:1V

2H:1V

3" X 2 1/2" X 3/8"

FRAME ANGLE, TYP.

TOP OF PAVEMENT

#3 @ 6" OC IN BOTH DIRECTIONS

IN BOTH DIRECTIONS

#3 @ 10" OC

GRATE

SURFACE

8"1'-4"8"

1'-0"

CATCH BASIN

PRECAST CONCRETE

3'- 1/2 "

/8

SCOOP

M

IN

INTO EXISTING 24" DIA. RCP

RC PIPE, SLOPE TO DRAIN

3"

SECTION 667 SUBBASE

BACKFILL WITH NYSDOT

BEDDING

WRAP TRENCH IN GEOTEXTILE

5" ASPHALT PAVEMENT

4" TOPSOIL OR

S O

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E6

B6

B3

0 1' 2'6"0 1' 2'6"

0 1' 2'6"

CATCH BASIN PLAN

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"

SURFACE FLOW

B6

C-405

B3

C-405

E3

TYPICAL REINFORCEMENT

SCALE: 1 1/2" = 1'-0" 1' 2'0 6"E1

2'0 1' 4'

TYPICAL PIPE TRENCH SECTION

SCALE: 3/4" = 1'

CATCH BASIN SECTIONCATCH BASIN SECTION

RECOMMENDATIONS.

CONTRACTING OFFICER. INSTALL PER MANUFACTURERS

EQUIVALENT PRODUCTS WILL BE ALLOWED AS DETERMINED BY THE

FOR CONNECTION WITH EXISTING RCP CULVERT IS INSERTA TEE (R).

PIPE TRENCH TO CONNECT TO EXISTING 24" RCP CULVERT. DESIGN BASIS 3.

PIPE TRENCH.

CONTRACTOR TO EXCAVATE AS NECESSARY TO INSTALL CATCH BASIN AND 2.

STANDARD CATCH BASIN STRUCTURE TYPE B WITH WELDED 3 FRAME.

CATCH BASIN IS TO BE PRECAST CONCRETE. DESIGN BASIS IS NYSDOT 1.

GENERAL SHEET NOTES

CERTIFIED FINAL DOCUMENTS - RTA

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