GJJWTF construction documents (2).pdf

CONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

ENGINEER IN CHARGE

FINAL COST TOTAL

LAKE ONTARIO

LONG

ISLAND

SOUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTI

C

OCEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

T

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A N

A D

A

CANADA

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

D E

S I G

N

S U

P E

R V I S

O R

P R

O J

E C

T

M A

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G E

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E S I G

N D

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F T I N

G C

H E

C K

C H

E C

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FISCAL SHARE COST(S)

STATE SHEET NO.

1N.Y.

INDEX ON SHEET NO.

COUNTY:

S

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NFOETATS

SEFORP

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CONSULTING ENGINEERS

GREENMAN-PEDERSEN, INC.

ALBANY, NY 12205

80 WOLF ROAD, SUITE 600

J O

B

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G E

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PROJECT LOCATION

F I L

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G J

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R c p h c o v .d g n r j o b i n

PROJECT LOCATION

GRID

NORTH

BY:PREPARED

VICE PRESIDENT/DIRECTOR OF CIVIL/HIGHWAY ENGINEERING

CHRISTOPHER C. CORNWELL, P.E.

PROJECT LOCATION

C O

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THE CONTRACT PROJECT "PROPOSAL."

PROJECT "PROPOSAL" EXCEPT AS MODIFIED BY THESE PLANS OR BY CHANGES SET FORTH IN

WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY) REFERENCED IN THE CONTRACT

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMITY

DOCUMENTS.

TO THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT

ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT

EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY

ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE CONSIDERED TO BE IN

THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTAINED BY THE NYSDOT, WHICH

FULTON COUNTY

FULTON

TREATMENT FACILITY

GLOVERSVILLE-JOHNSTOWN JOINT WASTEWATER

MANAGER-WASTEWATER PROGRAMS

HARRY BRAND

GLOVERSVILLE-JOHNSTOWN JOINT WASTEWATER

TREATMENT FACILITY

NOT TO SCALE

4 SHEETS

GJJWTF EMERGENCY SLOPE REPAIR

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IN

PO NUMBER 14081-A

SEPTEMBER 2024

WASTEWATER TREATMENT FACILITY, FULTON COUNTY

GLOVERSVILLE-JOHNSTOWN JOINT

GJJWTF EMERGENCY SLOPE REPAIR

ADMINISTRATIVE BUILDING

STAGING AREA

POSSIBLE

CAYADUTTA C

REEK

ACCESS ROAD

TEMPORARY

SLOPE FAILURE

(NO HEAVY EQUIPMENT)

UNDERGROUND DUCT BANK

ROADWAY

WASTEWATER TREATMENT FACILITY

UTILITY NOTES

STORAGE OF MATERIALS:

GENERAL NOTES

EROSION AND SEDIMENT CONTROL - GENERAL REQUIREMENTS

STORMWATER POLLUTION PREVENTION AND TEMPORARY SOIL

ENVIRONMENTAL PERMITS

EMBANKMENT STABILIZATION

EMBANKMENT MATERIAL

BASE MAPPING

TREE CUTTING RESTRICTIONS

STREAM PROTECTION NOTES

PERMITTED TO ENTER ANY WATER BODY.

NO PETROLEUM PRODUCTS OR EXCESSIVE AMOUNTS OF SILT, CLAY, OR MUD SHALL BE 3.

FOR THE CONSTRUCTION AREA.

THE COMPLETION OF THE WORK AS TO PROTECT SUCH WATER BODIES AGAINST CONTAMINANTS

APPROPRIATE TEMPORARY OR PERMANENT EROSION CONTROL MEASURES IMMEDIATELY FOLLOWING

OR IMPOUNDMENT PRIOR TO COMMENCING WORK AND SHALL STABILIZE DISTURBED AREAS WITH

NECESSARY WORK TO ISOLATE CONSTRUCTION ACTIVITIES OR WORK AREAS FROM WATER COURSES

PRIOR TO THE START OF ANY CONSTRUCTION OPERATION. THE CONTRACTOR SHALL PERFORM

APPROPRIATE SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE DETERMINED AND PLACED 2.

POLLUTION CONTROL."

COMPLETED UNDER THE PROVISIONS OF SECTION 209- "TEMPORARY SOIL EROSION AND WATER

ALL SEDIMENT AND EROSION CONTROL WORK SHOWN ON THE CONTRACT DOCUMENTS WILL BE 1.

PROPERTY BOUNDARY LINES.

TREATMENT PLANT FOR LOCATIONS TO BE USED TO STORE MATERIALS WITHIN THE THEIR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMISSION FROM THE WASTEWATER 1.

CONSTRUCTION DOCUMENTS. COST TO BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.

THE CONTRACTOR SHALL COMPLY WITH ANY AND ALL PERMIT REQUIREMENTS PROVIDED IN THE 1.

(NO HEAVY EQUIPMENT)

PEDESTRIAN WALKWAY BRIDGE

IND-1

GENERAL NOTES, INDEX AND

OVERALL SITE PLAN

THE PROJECT LIMITS.

ALL EXCAVATED MATERIAL THAT CONTAINS ORGANIC MATERIAL SHALL BE DISPOSED OF OUTSIDE OF 2.

SUITABLE FOR EMBANKMENT FILL MATERIAL.

ANY MATERIAL EXCAVATED FROM THE EMBANKMENT THAT CONTAINS ORGANIC MATERIAL WILL NOT BE 1.

RESTORE SERVICE AND MAY NOT CEASE WORK OPERATIONS UNTIL SERVICE IS RESTORED.

INTERRUPTION IN SAID SERVICE, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK TO

IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN 1.

SUGGESTED SEQUENCE OF CONSTRUCTION

FLOW

COMBINATION OF A ROLLED EROSION CONTROL FABRIC AND SEDIMENT LOGS AND SEED AND MULCH.

DISTURBED OR RAW BANKS SHALL BE PROTECTED EITHER BY SUITABLE STONE FILL OR A 3.

CONTOURS OF THE UNDISTURBED LAND ADJACENT TO THE WORK AREA.

THE WORK AREA SHALL BE GRADED TO MATCH, AS UNIFORMLY AS POSSIBLE, THE ELEVATION AND 2.

MULCHED WITH STRAW IMMEDIATELY FOLLOWING FINAL GRADING.

WITH AN APPROPRIATE MIX OF ANNUAL AND PERENNIAL GRASS SEED, PAID UNDER ITEM 610.1605, AND

ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THE PROJECT SHALL BE GRADED AND SEEDED 1.

FOR VARIOUS ITEMS AS NOTED WITHIN THE CONTRACT.

FAILURE INCLUDING STUMPS AND DOWNED TREES, PAYMENT TO BE INCLUDED IN THE PRICE BID

THE CONTRACTOR SHALL REMOVE ALL UNDERLYING VEGETATION WITHIN THE LIMITS OF THE SLOPE 1.

MAINTAIN WATER QUALITY.

CONTRACTOR SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM REQUIRED TO PROTECT AND

CEMENT, OIL, OR OTHER IMPURITIES. IF THE CONTRACTOR USES WATER FROM A STREAM, THE

OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND, SILT, RETURN DIRECTLY TO A STREAM ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR

EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS. THE CONTRACTOR SHALL NOT

POLLUTION BY DEBRIS, SEDIMENT, OR OTHER FOREIGN MATERIAL, OR FROM MANIPULATION OF

A MANNER AS TO PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH 2.

ENVIRONMENTAL RESOURCE MAPPER.

THE CAYADUTTA CREEK ON-SITE IS LISTED AS A CLASS C STREAM ACCORDING TO THE NYSDEC 1.

MODIFICATIONS.

SIGNIFICANT CHANGES NOTED SHALL BE PRESENTED TO THE ENGINEER FOR POSSIBLE DESIGN

CONTRACTOR SHALL FIELD VERIFY BASEMAPPING DUE TO ONGOING SLOPE MOVEMENT. ANY 2.

IN US SURVEY FEET.

IN JULY 2024. THE HORIZONTAL AND VERTICAL DATUMS USED HEREON ARE ARBITRARY AND ARE

BASEMAPPING WAS DEVELOPED FROM INTERPOLATION OF LIDAR AND AERIAL IMAGERY OBTAINED 1.

ROAD (SEE NOTE 11)

EXISTING ACCESS

THE SITE, OTHER METHODS OF ROCK REMOVAL SHALL BE PERFORMED.

USING BLASTING METHODS. DO TO THE LOCATION OF THE CLIENTS UNDERGROUND UTILITIES NEAR

5'-0" WIDE FOR THE LENGTH OF THE SLOPE. THE BEDROCK REMOVAL SHALL NOT BE PERFORMED

EXTRA HEAVY STONE FILL SHALL BE PLACED IN A BEDROCK KEYWAY OF AT LEAST 1'-0" DEEP X 12.

REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATION 107-08 AND 107-09).

WORK LIMITS. ANY SUCH INJURIES OR DAMAGES SHALL BE SATISFACTORILY REPAIRED OR ITEMS

THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE TO ANY AREAS OUTSIDE THE 11.

FORTH IN FEDERAL, STATE, AND LOCAL PERMITS OR CERTIFICATIONS.

DURING THE TERM OF THE CONTRACT, THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS SET 10.

THE CONTRACTOR SHALL PROVIDE ALL SUBMITTAL'S AS PER THE SPECIFICATIONS.9.

APPLICABLE CODES AND IN A PROPER AND WORKMANLIKE MANNER.

THE SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER IN CONFORMANCE WITH ALL

THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK AS INDICATED ON THE PLANS, IN 8.

REGULATIONS.

THE CONTRACTOR SHALL BE REQUIRED TO PROTECT WORKERS AT ALL TIMES AS PER OSHA 7.

PROMPTLY BROUGHT TO THE ATTENTION OF THE ENGINEER.

BETWEEN ACTUAL DIMENSIONS AND THOSE SHOWN IN THE CONTRACT DOCUMENTS SHALL BE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK. ANY DISCREPANCIES

DUE TO THE NATURE OF SITE FAILURE, ACTUAL CONDITIONS WILL VARY SLIGHTLY FROM SHOWN. 6.

ALL SHOP DRAWINGS AND SUBMITTAL'S FOR THIS PROJECT SHALL BE IN US CUSTOMARY UNITS.5.

PROPORTIONAL AND ARE FULLY DIMENSIONED.

SCALE FOR VISUAL CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO 4.

553.030001).

WILL NEED TO PROVIDE A COFFERDAM (ITEM 553.020001) AND TURBIDITY CURTAIN (ITEM

PERMIT RESTRICTIONS FOR WORKING IN THE WET, IT IS ANTICIPATED THAT THE CONTRACTOR

PROVISIONS ARE MET. HOWEVER DUE TO THE PRACTICALITY OF MEETING ALL OF THE NATIONWIDE

THE CONTRACTOR WILL NOT BE REQUIRED TO DE- WATER EXCAVATIONS IF ALL PERMIT 3.

LISTED HEREIN.

TO THE SPECIFIC DRAWING THEY ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL NOTES

ADDITIONAL NOTES MAY BE FOUND ON SUBSEQUENT DRAWINGS. SUCH NOTES, WHILE PERTAINING 2.

EFFECT FOR THIS PROJECT, INCLUDING ALL APPLICABLE NYSDOT STANDARD SHEETS.

ENGINEERING, DATED SEPT 1, 2024 WITH CURRENT ADDITIONS AND MODIFICATIONS, SHALL BE IN

MATERIALS". NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) OFFICE OF

MATERIAL AND CONSTRUCTION SPECIFICATIONS: "STANDARD SPECIFICATIONS, CONSTRUCTION AND 1.

UNION AVE EXT

SITE DAILY.

BE RESTORED/SECURED EVERYDAY. NO ADDITIONAL PAYMENT WILL BE MADE TO SECURE THE

EASE OF CONSTRUCTION AND TO CREATE THE ACCESS ROAD. ALL BREACHES IN THE FENCE MUST

THE SITE IS SURROUNDED BY FENCING AND IT MAYBE NECESSARY TO REMOVE SECTIONS FOR 5.

WITH STONE ARMOR.

HAY OR STRAW IMMEDIATELY FOLLOWING FINAL GRADING, EXCEPT WHERE GRADE IS FINISHED

SEEDED WITH AN APPROPRIATE MIX OF ANNUAL AND PERENNIAL GRASS SEED AND MULCHED WITH

ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE GRADED AND 4.

TRANSITION TO THE OVERLY STEEPENED EXISTING GRADES, AOBE.

TRANSITIONAL SLOPES MAY REQUIRE LIGHT STONE FILL, ITEM 620.03, TO ALLOW THE

THE FINISHED GRADE SHALL BE FEATHERED INTO THOSE WHICH EXIST ADJACENT TO IT. THESE 3.

THE SOIL SLOPE ABOVE IT HAS BEEN STABILIZED.

THE FAILED SOIL AND DEBRIS ALONG THE TOE OF THE SLOPE SHALL ONLY BE REMOVED AFTER 2.

WHAT IS EXCAVATED CAN BE FILLED WITHIN THE SAME DAY OF WORK.

EXCAVATION SHALL BE STAGED FOR A DRY PERIOD AND PROGRESSED IN A MANNER SUCH THAT 1.

BRIDGES CULVERTSPIN

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, DRAWING NO.

SHEET NO.

REGION:

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GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

C A

D D

G J

E S

R c p h g n n .d g n r j o b i n

Greenman-Pedersen, Inc.

80 Wolf Road, Suite 600

Albany, NY 12205

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FULTON

TREATMENT FACILITY

JOINT WASTEWATER

GLOVERSVILLE-JOHNSTOWN

GLOVERSVILLE-JOHNSTOWN JOINT WASTEWATER TREATMENT FACILITY

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PURCHASE ORDER NUMBER

CITY OF JOHNSTOWN

GJJWTF EMERGENCY SLOPE REPAIR

14081-A

ON: 9/17/2024

AFFIX SEAL:

518.453.9431 GPINET.COM

BRIDGES CULVERTSPIN

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, DRAWING NO.

SHEET NO.

REGION:

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GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

C A

D D

G J

E S

R c p h t y p .d g n r j o b i n

Greenman-Pedersen, Inc.

80 Wolf Road, Suite 600

Albany, NY 12205

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JOINT WASTEWATER

GLOVERSVILLE-JOHNSTOWN

GLOVERSVILLE-JOHNSTOWN JOINT WASTEWATER TREATMENT FACILITY

R

J O

B I N

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PURCHASE ORDER NUMBER

CITY OF JOHNSTOWN

GJJWTF EMERGENCY SLOPE REPAIR

14081-A

ON: 9/17/2024

AFFIX SEAL:

NOT TO SCALE

ITEM 620.03

2'-0" LIGHT STONE FILL

FINISHED GRADE

SEE NOTES 1 AND 2

EARTHWORK BENCHING (TYP)

R = 2'-0" ROUND VERTICAL CURVE

GRADE (TYP)

EXISTING

NOT TO SCALE

OR AOBE

LEVEL

c

1.5 u TO STA AR 2+10uSTA AR 0+95

SLOPE REPAIR SECTION

NOT TO SCALE

OR AOBE

LEVEL

c

1.5

1.5 u TO STA AR 0+95uSTA AR 0+18

ITEM 209.2301

TEMPORARY 12"

SEDIMENT FILTER LOG -

TEMPORARY HILL ACCESS ROAD

ITEM 201.06

AND GRUBBING

LIMITS OF CLEARING

CONSTRUCTION ENTRANCE, ITEM 209.22

EXISTING BEDROCK ELEV.

BOTTOM OF STREAM/ APROX

12'-0"

ITEM 203.02 (TYP)

EXCAVATION

UNCLASSIFIED

BANK (SEE NOTE 5)

EXISTING UTILITY DUCT

FILL ITEM 620.14020009

3'-0" EXTRA HEAVY STONE

ORDINARY HIGH WATER (OHW)

ITEM 304.12

LIMITS OF FILL,

TOE OF SLOPE

2'-0" MIN

1.5 & (FLATTER)

ROADWAY

EXISTING

ITEM 610.1605

4" TURF ESTABLISHMENT - PERFORMANCE

553.04010006

PAID UNDER ITEM

PROTECTION MAT

TEMPORARY GROUND

4' (TYP)

ASSUMED BEDROCK

FENCING, ITEM 607.61000005

REMOVE AND RESET CHAIN LINK

ITEM 553.020001

COFFERDAM (TYPE 2),

ITEM 209.1501

(TEMPORARY),

TURBIDITY CURTAIN

20'-0" MAX

ITEM 201.06

AND GRUBBING

LIMITS OF CLEARING

20'-0" MAX

VEGETATED SLOPE (TYP)

EXISTING TREE AND

VEGETATED SLOPE (TYP)

EXISTING TREE AND

ACCESS ROAD

12'-0"

ACCESS ROAD

12'-0"

ALL COST OF REMOVAL PAID UNDER ITEM 203.02

REMOVE ALL ORGANIC MATERIAL WITHIN FAILURE,

PAYMENT MADE UNDER ITEM 203.02

REMOVE FAILED SLOPE MATERIAL

BE PERFORMED BY OTHERS IF REQUIRED.

FILL WITH SUBBASE, ANY RESTORATION WILL

ASPHALT RESTORATION - CONTRACTOR SHALL

HCL

HCL

TEMPORARY ACCESS ROAD WITHIN FLOOD PLAIN

EDGE OF WETLAND

MADE UNDER ITEM 203.02

BEDROCK EXCAVATION PAYMENT

620.14020009.

MIN EMBEDED IN ROCK) ITEM

HEAVY STONE KEYWAY, (1'-0"

6' WIDE BY 3' DEEP EXTRA

TYP-1TYPICAL SECTIONS

ITEM UNIT DESCRIPTION

UNIT

NOTES:

DESCRIPTION ITEM

CY

CY

LS

LF

CY

LF

SF

SY

CY

LS

CONTRACTOR SHALL NOT DRIVE HEAVY EQUIPMENT OVER THIS UTILITY DUCT BANK.

CONTRACTOR SHALL TAKE GREAT CARE AS TO NOT EXPOSE THESE UTILITIES. 5)

203.02 OR 209.22.

REMAIN AS PART OF PERMANENT REPAIR AOBE. COST INCLUDED AS PART OF ITEMS

SUITABLE EMBANKMENT MATERIAL REMOVED OR PLACED FOR ACCESS ROAD MAY 4.

BE REMOVED, COST INCLUDED UNDER ITEM 203.02.

COMPONENTS OF ACCESS ROAD NOT COMPATIBLE WITH FINAL SLOPE REPAIR SHALL 3.

SHALL BE DETERMINED BY CONTRACTOR.

CONSTRUCTION AND SLOPE REPAIR CONSTRUCTION PHASING. CONSTRUCTION PHASING

BENCHING PLAN SHALL BE COMPATIBLE WITH TEMPORARY ACCESS ROAD 2.

SLOPE AND BE COMPLETED VIA CONTRACTOR'S MEANS AND METHODS.

EARTHWORK BENCHING SHALL BE PROGRESSED FROM TOE OF SLOPE TO TOP OF 1.

620.14020009

620.03

610.1605

EXTRA HEAVY STONE, TYPE B

STONE FILLING (LIGHT)

4" TURF ESTABLISHMENT PERFORMANCE

607.61000005

553.04010006

553.020001

304.12

209.2301

209.22

209.1501

203.02

201.06

REMOVE AND RESET CHAIN LINK FENCING

TEMPORARY RIVER ACCESS

COFFERDAMS (TYPE 2)

SUBBASE COURSE, TYPE 2

SEDIMENT FILTER LOG - TEMPORARY 12"

STABILIZED CONSTRUCTION ACCESS

TURBIDITY CURTAIN - TEMPORARY

UNCLASSIFIED EXCAVATION AND DISPOSAL

CLEARING AND GRUBBING

GNP-1

GENERAL PLAN

OF THE COE NATIONWIDE PERMIT 13 AND USAGE PERMIT SECURED FOR THIS PROJECT.

ADDITIONAL WETLAND OR STREAM IMPACTS THAN WHAT AS ALLOWED UNDER THE CONDITIONS

THE CONTRACTORS ACCESS ROAD ALIGNMENT SHOWN, SHALL NOT RESULT IN ANY 3)

PART OF HIS OR HER MEANS AND METHODS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL ACCESS ROAD LAYOUT AND PROFILE AS

THE TEMPORARY ACCESS ROAD ALIGNMENT SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. 2)

TO BE MADE UNDER ITEM 553.04010006.

ACCORDANCE WITH THE PERMITS. PAYMENT FOR TEMPORARY CROSSING AND LAY DOWN AREA

CONCRETE BARRIER MAY BE USED AS A TEMPORARY CROSSING OR LAY DOWN AREA IN

CANNOT BE STOCKPILED IN THE STREAM. CRANE MATS ON TOP OF MAFIA BLOCKS OR

TRACKED EQUIPMENT OR OTHER APPROVED METHODS. MATERIAL FOR SLOPE RESTORATION

THE CONTRACTOR IS ALLOWED TO WORK IN THE STREAM USING CLEAN NON-LEAKING 1)

NOTES:

WILL BE PERFORMED BY OTHERS IF REQUIRED.

ASPHALT RESTORATION - CONTRACTOR SHALL FILL WITH SUBBASE, ANY RESTORATION 6)

REPLACEMENT POSTS SHALL BE INCLUDED IN THE COST FOR THIS PAYMENT ITEM.

CONCRETE AND CLEANED, THE CONTRACTOR SHALL REPLACE THE POST IN-KIND.

NEW FOOTING. IF THE POSTS CANNOT BE SUCCESSFULLY EXTRACTED FROM THE EXISTING

EXISTING CONCRETE SHALL BE REMOVED SUFFICIENTLY FOR POSTS TO BE RESET IN THE

CONSTRUCTION DEBRIS. FENCE POSTS SHALL BE CLEANED FOR REUSE; ALL REMNANTS OF

CONCRETE FOR INDIVIDUAL POST FOOTINGS SHALL BE EXTRACTED AND REMOVED AS

THE CONTRACTOR SHALL CAREFULLY REMOVE THE EXISTING CHAIN LINK FENCE. THE 5)

SHALL BE RESPONSIBLE FOR THE COST OF THESE REPAIRS.

ACTIVITIES SHALL BE REPLACED IN KIND OR WITH AN APPROVED EQUAL. THE CONTRACTOR

ANY PUBLIC OR PRIVATE FACILITY DAMAGED AS A RESULT OF CONSTRUCTION 4)

0+00

ACCESS ROAD

TEMPORARY WETLAND

KEYWAY

STONE

LOCATION AOBE

ACCESS ROAD

TEMPORARY HILL

OF PAVEMENT

ROADWAY EDGE

BOTTOM OF HILL

(SEE NOTE 1)

STREAM CROSSING CAYADUTTA CREEK

RETAINING WALL

EXISTING

287'-0"43'-0" 35'-0"

STA 2

+10

STA 1

+68

12'- 0"

STA 0+95

STA 0+18

" 5

ORDINARY HIGH WATER

APPROXIMATE EDGE OF

EDGE OF STREAM AND

PROPOSED TOE OF SLOPE

UNDER ITEM 553.04010006

PROTECTION MAT PAID FOR

PLACE TEMPORARY GROUND

620.14020009

STONE FILL,

EXTRA HEAVY

ITEM 620.03

LIGHT STONE FILL,

LIMITS OF WETLAND

ITEM 209.22

ENTRANCE,

CONSTRUCTION

FLOW

FENCE ITEM 209.13

TEMPORARY SILT

ITEM 209.1501

(TEMPORARY),

TURBIDITY CURTAIN

ITEM 553.020001

COFFERDAM (TYPE 2),

B-1

B-2

WINGWALL

BRIDGE ABUTMENT/

INSTALLED UP TO

STONE FILL

FENCING, ITEM 607.61000005

REMOVE AND RESET CHAIN LINK

DUCT BANK

EXISTING UNDERGROUND

(TYP)

AND CLEARING AND GRUBBING

20'-0" LIMITS OF DISTURBANCE

607.61000005 (SEE NOTE 5)

LINK FENCING, ITEM

REMOVE AND RESET CHAIN

(SEE NOTE 6)

ROADWAY PAVEMENT

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, DRAWING NO.

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GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

C A

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d g n r j o b in

Greenman-Pedersen, Inc.

80 Wolf Road, Suite 600

Albany, NY 12205

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JOINT WASTEWATER

GLOVERSVILLE-JOHNSTOWN

GLOVERSVILLE-JOHNSTOWN JOINT WASTEWATER TREATMENT FACILITY

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PURCHASE ORDER NUMBER

CITY OF JOHNSTOWN

GJJWTF EMERGENCY SLOPE REPAIR

14081-A

ON: 9/17/2024

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