AMEND 3_07282020.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

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

AMENDMENT 03: Questions and Answers, Changes to Plans and Specifications, and addition of new attachments. See attached.

North East Acquisition Team 4 Farm Colony Drive Warren PA 16365

See block 6.

12168120B0001

07/28/2020

05/07/2020

Solicitation: 12168120B0001

Date: 28 July 2020

AMENDMENT 3

QUESTIONS AND ANSWERS:

1. QUESTION: Talking with the GMP (GMP= Green Mountain Power) line engineer, he is not planning to provide any pricing without someone filling out their load sheet on the future building. Are you planning to put an allowance in the bid for this?

RESPONSE: Transformer and primary electrical conductor will be installed on Phase 2 with the building construction. See updated plans reflecting this.

2. QUESTION: Please send existing conditions and proposed grading files for this RFP.

RESPONSE: The PDF file “GMFL SO Bid Addendum Plans 07-24-2020” has updated existing conditions and proposed grading on it.

CHANGES:

1. The following documents are hereby deleted from this solicitation in their entirety:

- Construction Plans

- Construction Specifications

2. The following documents are hereby incorporated into this solicitation and are attached:

- Construction Plans: Dated 07/24/2020

- Construction Specifications: Dated 07/24/2020

- NAE-2018-02592 Permit

- VTrans Permit 43768

- Wastewater Systems and Potable Water Supply Permit WW-1-3284

- Source Construction Approval Letter

(End of Amendment 3)

PROJECT LOCATION

PROJECT SITE

SHEET OF

United States Department of Agriculture Forest Service

NATIONAL FORESTS SUPERVISOR'S OFFICE

SITE PLAN

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

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TRAVEL DIRECTIONS:

FROM INTERSECTION OF US-7 WITH US-4 E, TURN ONTO US-4 E AND TRAVEL ON IT FOR 5.5 MILES. DESTINATION

WILL BE ON LEFT DIRECTLY ACROSS FROM WOODWARD ROAD.

LAT/LON: 43.651100, -72.894838 (43° 39' 3.9600'' N, 72° 53' 41.4168'' W)

LAT/LON: 43.651100, -72.894838

(43° 39' 3.9600'' N, 72° 53' 41.4168'' W)

WOODWARD ROAD

GREEN MOUNTAIN & FINGER LAKES

MENDON, RUTLAND COUNTY

VERMONT

NOT FOR

CONSTRUCTION

INDEX OF SHEETS

SHEET SHEET TITLE DATE

-- TITLE SHEET

C1.01 GENERAL NOTES

C1.02 EXISTING CONDITIONS PLAN

C2.01 CIVIL SITE PLAN

C3.01 CIVIL GRADING PLAN

C4.01 PHASING PLAN

C5.01 EROSION CONTROL AND STORMWATER PLAN

C5.02 EROSION CONTROL DETAILS

C6.01 ROAD PLAN SHEET

C6.02 ROAD PROFILE SHEET

C6.03 ROAD PROFILE SHEET

C6.04 ROAD PROFILE SHEET

C6.05 ROAD PROFILE SHEET

C6.06 PAVEMENT MARKING LAYOUT PLAN

C6.07 SIDEWALK LAYOUT PLAN

C7.01 SEWER PLAN AND PROFILE

C7.02 STORMWATER PLAN AND PROFILE

C8.01 DETAILS

C8.02 CULVERT DETAILS

C8.03 TYPICALS

C8.04 SEWER AND STORMWATER DETAILS

C8.05 GATE DETAILS

L1.01 LANDSCAPE PLANTING PLAN (TREES)

L1.02 LANDSCAPE PLANTING PLAN (SHRUBS, GROUNDCOVERS & GRASSES)

L1.03 LANDSCAPE DETAILS

E1.01 ELECTRICAL SITE PLAN AND DETAILS

E1.02 TYPICAL SITE LIGHTING DETAILS

E1.03 TYPICAL SITE DETAILS

E1.04 PULLBOX-HANDHOLE DETAILS

I1.01 BORING LOGS SHEET

I1.02 BORING LOGS SHEET

I1.03 BORING LOGS SHEET

BRIAN AUSTIN Digitally signed by BRIAN AUSTIN Date: 2020.03.03 09:03:30 -05'00'

CHRISTOPHER MATTRICK Digitally signed by CHRISTOPHER MATTRICK Date: 2020.03.05 09:01:41 -05'00'

JOHN SINCLAIR Digitally signed by JOHN SINCLAIR Date: 2020.03.05 12:27:39 -05'00'

JUAN RIOS Digitally signed by JUAN RIOS Date: 2020.03.17 14:31:57 -05'00'

JOSIAH KIM Digitally signed by JOSIAH KIM Date: 2020.03.17 15:01:23 -05'00'

TYPICAL ABBREVIATIONS:

AASHTO = AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION

OFFICIALS

AC = ACRE(S), OR AIR CONDITIONING

ACP = ASBESTOS CEMENT PIPE

AWWA = AMERICAN WATER WORKS ASSOCIATION

B = BORING

BIT = BITUMINOUS

BM = BENCH MARK

BMP = BEST MANAGEMENT PRACTICE

CB = CATCH BASIN

CF = CUBIC FEET, OR CONSTRUCTION FENCE

CFS = CUBIC FEET PER SECOND

CGP = CONSTRUCTION GENERAL PERMIT

CI = CAST IRON

CL = CLASS, OR CENTER LINE

CMP = CORRUGATED METAL PIPE

COR = CONTRACTING OFFICER'S REPRESENTATIVE

CPEP = CORRUGATED POLYETHYLENE PIPE

CU = COPPER

CY = CUBIC YARD

DI = DUCTILE IRON

DEC = DEPARTMENT OF ENVIRONMENTAL CONSERVATION

DMH = DRAIN MANHOLE

DWL = DOWEL

EG = EXISTING GROUND

ELEV = ELEVATION

EPA = ENVIRONMENTAL PROTECTION AGENCY

EW = EACH WAY

EX = EXISTING

FE = FLANGED END

FFE = FINISHED FLOOR ELEVATION

FG = FINISH GROUND

FOB = FACE OF BUILDING

FT = FOOT, FEET

G = GAS

GCMP = GALVANIZED CORRUGATED METAL PIPE

GPD = GALLONS PER DAY

GPM = GALLONS PER MINUTE

GV = GATE VALVE

HC = HANDICAPPED

HDPE = HIGH DENSITY POLYETHYLENE

HP = HORSE POWER

HVAC = HEATING, VENTILATION, AIR CONDITIONING

HYD = HYDRANT

HVCTRL= HORIZONTAL/VERTICAL CONTROL

ID = INSIDE DIAMETER

IN = INCH

INV = INVERT

LF = LINEAR FEET, LINEAL FEET

MAX = MAXIMUM

MIN = MINIMUM

MJ = MECHANICAL JOINT

MSE = MECHANICALLY STABILIZED EARTH

MUTCD = MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N/F = NOW OR FORMERLY

NTS = NOT TO SCALE

OC = ON CENTER

OD = OUTSIDE DIAMETER

OHT&P = OVERHEAD TELEPHONE & POWER

PCA = PORTLAND CEMENT ASSOCIATION

PL = PROPERTY LINE

PSI = POUNDS PER SQUARE INCH

PVC = POLYVINYLCHLORIDE

RD = ROOF DRAIN

ROW = RIGHT-OF-WAY

RPC = REINFORCED CONCRETE PIPE

S = SEWER

SCH = SCHEDULE

SDR = STANDARD DIMENSION RATIO

SF = SQUARE FEET, OR SILT FENCE

SD = STORM DRAIN

SMH = SEWER MANHOLE

SRW = SEGMENTAL RETAINING WALL

SWPPP = STORMWATER POLLUTION PREVENTION PLAN

SY = SQUARE YARDS

T = TELEPHONE

TBM = TEMPORARY BENCHMARK

TP = TEST PIT, OR TURNING POINT

TYP = TYPICAL

UGT&P = UNDERGROUND TELEPHONE & POWER

UP = UTILITY POLE

VAOT = VERMONT AGENCY OF TRANSPORTATION

VCT = VITRIFIED CLAY TILE

VTRANS = VERMONT AGENCY OF TRANSPORTATION

W = WATER

WSO = WATER SHUT OFF

GENERAL NOTES

GENERAL CONDITIONS

1. SITE WORK SHALL BE CONSTRUCTED FROM A COMPLETE SET OF PLANS. THE

CONTRACT OFFICER'S REPRESENTATIVE (COR) IS TO BE NOTIFIED OF ANY CONFLICT

WITHIN THIS PLAN SET. A SET OF CONSTRUCTION PLANS AND TECHNICAL

SPECIFICATIONS SHALL BE ON SITE AND IN GOOD CONDITION AT ALL TIMES DURING

CONSTRUCTION ACTIVITIES.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF

CONSTRUCTION AND FOR SAFETY CONDITIONS AT THE SITE. THE CONSTRUCTION

CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS

WHICH MAY BE REQUIRED BY THE U.S. OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) AND ALL APPLICABLE REGULATIONS. THESE PLANS AND

PROFESSIONAL SEALS DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO

THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR THEIR EMPLOYEES, AGENTS,

OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK.

3. CONTRACTOR SHALL LAY OUT THE CONSTRUCTION BASELINES, STAKE OUT LIMITS OF

PROPOSED WORK AND REVIEW WITH THE COR PRIOR TO CONSTRUCTION. ALL

APPLICABLE EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO

CONSTRUCTION.

4. CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES AS

NECESSARY AND IN A MANNER CONSISTENT WITH THE MOST CURRENT EDITION OF

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING, WATER

DIVERSION, AND DEWATERING REQUIREMENTS NEEDED FOR THE PROJECT IN

ACCORDANCE WITH REGULATIONS AND PERMIT REQUIREMENTS.

6. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. IN CASE OF

CONFLICT BETWEEN THIS PLAN SET AND ANY OTHER DRAWING AND/OR TECHNICAL

SPECIFICATIONS, THE COR SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATION

PRIOR TO PROCEEDING CONSTRUCTION ACTIVITIES.

7. LOCATE STAGING AREAS AWAY FROM SENSITIVE AREAS INCLUDING WETLANDS AND

STREAM BUFFERS IN COMPLIANCE WITH REGULATIONS AND PERMIT REQUIREMENTS

8. TO LIMIT INADVERTENT DAMAGE TO AND UNAUTHORIZED REMOVAL OF TREES

ADJACENT TO THE WORK AREA, CONTRACTOR SHALL COORDINATE WITH THE COR

AND OBTAIN APPROVAL PRIOR TO CUTTING OR TRIMMING TREES WITHIN AND

ADJACENT TO THE WORK AREA.

9. ALL MATERIALS USED ON THIS PROJECT SHALL CONFORM TO THE TECHNICAL

SPECIFICATIONS. FOR ANY DISCREPANCY BETWEEN THE PLANS AND MATERIAL

SPECIFICATIONS, THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE OVER

NOTES CONTAINED WITHIN THESE PLANS.

10. VERIFY ALL INDICATED CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE

COMMENCING ANY FABRICATION, ORDERING OF MATERIAL, OR PERFORMING ANY

WORK. NOTIFY THE COR OF ANY CONDITIONS OR DIMENSIONS THAT WOULD PREVENT

OR HAMPER THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE

CONTRACT DRAWINGS AND SPECIFICATIONS.

11. THE CONTRACTOR SHALL PROVIDE THE COR A MINIMUM OF 48-HOUR PRIOR NOTICE

FOR ANY PLACEMENT OF CONCRETE, SHEET PILE, AND/OR EARTHEN MATERIAL.

12. ALL SOIL MOVING EQUIPMENT SHALL BE THOROUGHLY CLEANED TO MAKE IT FREE OF

SOIL, NON-NATIVE INVASIVE SPECIES OR OTHER DEBRIS THAT COULD CONTAIN OR

HOLD SEEDS PRIOR TO BEING DELIVERED TO THE PROJECT SITE. EQUIPMENT SHALL

BE CONSIDERED FREE FROM NON-NATIVE OR INVASIVE SPECIES AND OTHER SUCH

DEBRIS WHEN A VISUAL INSPECTION BY THE COR, COMPLETED PRIOR TO THE

EQUIPMENT BEING MOVED TO THE SITE, DOES NOT DISCLOSE SUCH MATERIAL

PRESENT. A CURRENT LIST OF NON-NATIVE SPECIES OF CONCERN TO THE FOREST

SERVICE IS AVAILABLE AT THE FOREST SERVICE SUPERVISOR'S OFFICE AT THE

GREEN MOUNTAIN AND FINGER LAKES NATIONAL FORESTS, 231 NORTH MAIN STREET,

RUTLAND, VT 05701.

13. THE CONTRACTOR SHALL PERFORM ALL WORK DURING WEEKDAYS, MONDAY

THROUGH FRIDAY, BETWEEN THE HOURS OF 6:00 AM AND 6:00 PM. NO WORK SHALL BE

PERMITTED ON GOVERNMENT HOLIDAYS OR OUTSIDE THE HOURS LISTED ABOVE

WITHOUT PRIOR APPROVAL OF THE COR.

EXISTING INFORMATION

1. TOPOGRAPHIC SURVEY INFORMATION BASED ON OCTOBER 2003 SURVEY DATA BY

DUBOIS & KING, INC. ELEVATION DATUM IS BASED ON RTK GPS. THE DATUM OF THIS

ELEVATION IS NAVD83.

2. WETLAND BOUNDARIES BASED UPON DELINEATION AS PROVIDED BY DUBOIS & KING

IN OCTOBER 2003 AND OCTOBER 2018.

3. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES SHOWN ON THE SITE

DRAWINGS ARE BASED ON AVAILABLE INFORMATION. DUBOIS & KING, INC INCLUDES

THIS INFORMATION WITHOUT WARRANTING ITS ACCURACY IN ANY WAY. THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,

SIZE, AND ELEVATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE

COR SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE

PROPOSED CONSTRUCTION, AND APPROPRIATE REMEDIAL ACTION SHALL BE

DETERMINED AND AGREED UPON BY THE COR BEFORE PROCEEDING WITH WORK.

4. THE CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING

CONDITIONS OF THE SITE AND SURROUNDINGS PRIOR TO THE START OF ANY

CONSTRUCTION.

5. AT THE COMPLETION OF WORK, THE CONTRACTOR MUST RESTORE ACCESS ROADS,

TOWN HIGHWAYS AND STAGING AREAS TO PRE-CONSTRUCTION CONDITION.

RESTORATION MAY INCLUDE BUT NOT LIMITED TO PLACEMENT OF PAVEMENT OR

GRAVEL ON EXISTING DRIVES AND / OR APPLICATION OF TOPSOIL, GRASS SEED,

FERTILIZER, AND MULCH TO AFFECTED GRASSED AREAS.

POST CONSTRUCTION SOIL DEPTH AND QUALITY TREATMENT

A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 4% DRY WEIGHT IN

PLANTING BEDS AND TURF AREAS. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF

4 INCHES, EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF

AMENDMENTS NEEDED TO MEET THE CRITERIA

1. COMPOST AND OTHER MATERIALS SHALL BE USED THAT MEET THE FOLLOWING

REQUIREMENTS:

a. THE COMPOST OR OTHER MATERIALS SHALL HAVE A CARBON TO NITROGEN

RATIO BELOW 25:1.

b. COMPOST SHALL MEET THE DEFINITION OF “COMPOST” IN THE VERMONT AGENCY

OF NATURAL RESOURCES SOLID WASTE MANAGEMENT RULES OR SHALL MEET

THE CONTAMINANT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT

RULES §6-1104(G)(6-7), §6-1105(E)(8-9), AND §6-1106(E)(7-9). COMPOST OR OTHER

ORGANIC MATERIALS MAY BE AMENDED TO MEET THE FOREGOING

REQUIREMENTS.

c. EXCEPTIONAL QUALITY BIOSOLIDS (EQ BIOSOLIDS) MAY BE USED AS A SOIL

AMENDMENT, AT A MAXIMUM PROPORTION OF 35% OF THE TOTAL SOIL VOLUME,

AND SHALL BE WELL MIXED WITH EXISTING SOIL BEFORE OR DURING

APPLICATION.

2. THE RESULTING SOIL SHALL BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE

ESTABLISHED.

3. THE SOIL QUALITY REQUIREMENTS SHALL BE MET BY USING ONE OR A COMBINATION

OF THE FOLLOWING METHODS:

a. OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT

FROM COMPACTION DURING CONSTRUCTION. IDENTIFY AREAS OF THE SITE THAT

WILL NOT BE STRIPPED, LOGGED, GRADED, OR DRIVEN ON, AND FENCE OFF

THOSE AREAS TO PREVENT IMPACTS DURING CONSTRUCTION. FAILURE TO

ESTABLISH AND MAINTAIN EXCLUSIONARY CONTROLS AROUND THESE AREAS

DURING THE CONSTRUCTION PHASE MAY TRIGGER THE REQUIREMENT TO

RESTORE SOILS PER ONE OF THE FOLLOWING OPTIONS.

b. OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE.

· SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO

ACHIEVE A TOTAL DEPTH OF 8 INCHES OF UNCOMPACTED SOIL AFTER

CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE

DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED

BY SCARIFICATION;

· AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS: -PRE-APPROVED

RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER

CONTENT BETWEEN 40 AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR

-CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED

MATERIAL OR APPROVED ORGANIC MATERIAL AND ROTOTILL INTO DEPTH OF

SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC

CONTENT;

· RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2

INCHES IN DIAMETER; AND

· WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY

DENSITY.

c. OPTION 3: REMOVE AND STOCKPILE EXISTING TOPSOIL DURING GRADING.

· STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50

FEET FROM SURFACE WATERS, WETLANDS, FLOODPLAINS, OR OTHER

CRITICAL RESOURCE AREAS;

· SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN

THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE

DISTURBED BY SCARIFICATION;

· STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE

ORGANIC CONTENT REQUIREMENTS:

-PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN

ORGANIC MATTER CONTENT BETWEEN 40 AND 65% INTO THE TOPSOIL AT A

RATIO 1:3, OR

-CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED

ORGANIC MATERIAL AT A CALCULATED RATE TO ACHIEVE 4 INCHES OF

SETTLED SOIL AT 4% ORGANIC CONTENT;

· REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING; AND

· RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN

DIAMETER. O

d. OPTION 4: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING

COMPOST, OF SUFFICIENT ORGANIC CONTENT AND DEPTH.

· SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN

THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE

DISTURBED BY SCARIFICATION;

· PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED

TOPSOIL MIX SHALL CONTAIN 4% ORGANIC MATTER. SOILS USED IN THE MIX

SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA;

· RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2

INCHES IN DIAMETER; AND

· WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY

DENSITY.

POST CONSTRUCTION SOIL DEPTH AND QUALITY VERIFICATION

1. PREPARE A SITE-SPECIFIC PLAN FOR SOIL MANAGEMENT MUST BE PROVIDED THAT:

a. IDENTIFIES AREAS ON THE SITE SUBJECT TO THE STANDARD (SLOPES < 1:3);

b. INCLUDES CONSTRUCTION DETAILS AND NOTES ON THE VARIOUS METHODS THE

CONTRACTOR MAY USE TO MEET THE STANDARD.

c. SOIL DEPTH AND QUALITY SHALL BE ESTABLISHED TOWARDS THE END OF

CONSTRUCTION AND ONCE ESTABLISHED, PROTECTED FROM COMPACTION,

SUCH AS FROM LARGE MACHINERY, VEHICLE TRAFFIC, AND FROM EROSION; AND

d. INCLUDES INSTRUCTIONS FOR VERIFICATION OF THE STANDARD, INCLUDING A

SAMPLING SCHEME, FOR VERIFICATION BY THE CONTRACTOR, THAT INCLUDES

NINE 8-INCH DEEP TEST HOLES PER ACRE OF AREA SUBJECT TO STANDARD.

TEST HOLES SHALL BE EXCAVATED USING ONLY A SHOVEL DRIVEN SOLELY BY

INSPECTOR'S WEIGHT AND SHALL BE AT LEAST 50 FEET APART FROM EACH

OTHER.

2. A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE ESTABLISHED OVER TURF

AREAS.

CODES & PERMITS

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS IN

ADDITION TO THOSE PROVIDED PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY

OF THE CONTRACTOR TO BE FAMILIAR WITH THE APPLICABLE PROVISIONS OF EACH

PERMIT AS THEY APPLY TO THE WORK AND ABIDE BY THOSE PROVISIONS DURING

CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE PERMITS ON

SITE DURING ALL CONSTRUCTION ACTIVITIES. THE FOLLOWING PERMITS ARE

PROVIDED FOR THIS PROJECT:

a. WETLAND GENERAL PERMIT – U.S.A.C.E.

b. STATE HIGHWAY ACCESS & WORK PERMIT - VTRANS

c. PUBLIC SOURCE WATER PERMIT - VERMONT DEC

d. STORMWATER OPERATIONAL PERMIT - VERMONT DEC

e. WATER/WASTEWATER PERMIT - VERMONT DEC

2. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING CONSTRUCTION PERMITS:

a. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM CONSTRUCTION

GENERAL PERMIT - UNITED STATES EPA

b. STATE HIGHWAY ACCESS & WORK PERMIT-VTRANS (AS NECESSARY FOR

TEMPORARY WORK WITHIN R.O.W.)

3. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT

ACCORDANCE WITH ALL MUNICIPAL, STATE, & FEDERAL ORDINANCES, CODES, RULES,

AND LAWS HAVING JURISDICTION. THE CONTRACTOR SHALL NOT PROCEED WITH ANY

WORK WHICH MANY NOT COMPLY COMPLETELY WITH ALL MUNICIPAL, STATE, &

FEDERAL ORDINANCES, CODES, RULES, AND LAWS HAVING JURISDICTION. THESE

INCLUDE, BUT ARE NOT LIMITED TO:

a. THE ARCHITECTURAL BARRIERS ACT

b. VERMONT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

UTILITY & EXCAVATION

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND DETERMINING ALL UTILITIES

(ABOVE AND BELOW GROUND) WITHIN THE PROJECT LIMITS, AND TO TAKE THE

NECESSARY PRECAUTIONS TO PROTECT UTILITIES DURING CONSTRUCTION.

CONTACT DIG-SAFE AT 1-800-DIG-SAFE (WWW.DIGSAFE.COM) A MINIMUM OF 72 HOURS

BEFORE GROUND DISTURBANCE. ALL DISTURBANCE OR DAMAGE TO UTILITIES BY

CONTRACTOR ACTIVITIES WILL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER. ALL REPAIRS SHALL BE REVIEWED AND APPROVED

BY THE COR.

2. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL UTILITY RELOCATION AND

INSTALLATION WITH THE APPROPRIATE UTILITY. THE APPROPRIATE UTILITY OR ITS

AUTHORIZED REPRESENTATIVE WILL PERFORM ADJUSTMENTS OF ALL UTILITY

STRUCTURES.

3. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION, ACQUISITION, AND

INSTALLATION OF PRIMARY ELECTRICAL SERVICE CONDUCTOR AND EQUIPMENT IN

CONJUNCTION WITH GREEN MOUNTAIN POWER. THIS SHALL INCLUDE BUT NOT BE

LIMITED TO THE FOLLOWING ITEMS.

a. TRANSFORMER VAULT

b. POLE RISER

c. UNDERGROUND CONDUIT

d. GMP INSTALLATION AND INSPECTION FEES

4. ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN

SERVICE UNLESS OTHERWISE NOTED ON THE DEMOLITION PLAN. UTILITIES SHALL BE

MAINTAINED IN ACTIVE OPERATION AT ALL TIMES. PROVIDE BYPASS PIPING AND

PUMPING WHERE REQUIRED. ALL NEW UTILITY SYSTEMS SHALL BE OPERATIONAL

BEFORE ANY EXISTING SYSTEMS ARE ABANDONED OR REMOVED. IF EXISTING

UTILITIES ARE TAKEN OUT OF SERVICE FOR CONNECTIONS, THE TIMING SHALL BE

APPROVED BY THE COR.

5. THE LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES SHOWN ON THE

CONTRACT DRAWINGS ARE APPROXIMATE. THE FOLLOWING SHALL BE PERFORMED:

a. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK

PRIOR TO CONSTRUCTION.

b. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING POWER, COMMUNICATIONS, WATER OR GAS LINES TO PREVENT DAMAGE TO THESE LINES.

c. IMMEDIATELY REPAIR ANY DAMAGE TO EXISTING UTILITIES IN A MANNER

APPROVED BY THE COR, AT NO COST TO THE AUTHORITY.

d. ENSURE THAT ALL PIPES, CATCH BASINS, MANHOLES, SWALES, ETC. WITHIN AND

NEAR THE AREA OF WORK ARE KEPT FREE FROM MATERIAL THAT WOULD

HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS. FURNISH AND INSTALL

SOIL EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH

THE CONTRACTOR'S APPROVED SWPPP. UPON COMPLETION OF CONSTRUCTION,

REMOVE ACCUMULATED SEDIMENT AND REMOVE CONTROL DEVICES IN

ACCORDANCE WITH THE CONTRACTOR'S APPROVED SWPPP.

SITE MAINTENANCE

1. PREVENT WATER PONDING RESULTING FROM CONSTRUCTION OPERATIONS.

PROMPTLY REMOVE ANY PONDED WATER TO THE SATISFACTION OF THE COR.

2. ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DAMAGED BY THE

CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE

SATISFACTION OF THE COR.

3. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS, EQUIPMENT AND UNUSED

MATERIALS FROM THE PROPERTY AND RESTORE STAGING AREAS TO ORIGINAL

CONDITION, AS APPROVED BY THE COR.

GRADING

1. FINISH GRADES AROUND BUILDINGS SHALL BE 6 INCHES LOWER THAN FINISH FLOOR

ELEVATIONS, UNLESS OTHERWISE NOTED.

2. EXCESS MATERIAL SHALL BE DISPOSED OF IN AN APPROVED LOCATION AWAY FROM

WETLANDS, FLOODPLAIN, OR OTHER SENSITIVE AREAS.

3. ALL REMOVED TOPSOIL SHALL BE SCREENED AND STOCK PILED FOR FUTURE REUSE.

CONTRACTOR SHALL NOT MIX ANY WOODY VEGETATION, TREE STUMPS, ROOTS OR

OTHER NON-SUITABLE MATERIAL WITH THE STOCK PILED TOPSOIL.

4. ALL WASTE MATERIAL, INCLUDING UNUSED EXCAVATED MATERIAL, SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF U.S.

GOVERNMENT (NATIONAL FOREST) LAND AT AN APPROVED LOCATION. THERE ARE NO

GOVERNMENT DISPOSAL SITES OR PITS AVAILABLE FOR THIS PROJECT.

5. COMPACTION TESTING IS REQUIRED ON BACKFILL AREAS. REFER TO APPLICABLE

DETAILS AND SPECIFICATIONS.

6. PLACE 4 INCHES MINIMUM OF LOAM, TOPSOIL AND SEED ON ALL NEW EMBANKMENT

MATERIAL AND DISTURBED AREAS, UNLESS OTHERWISE NOTED IN THE PLANS. LOAM

SHALL BE STRIPPED FROM THE EMBANKMENT IN AREAS TO BE DISTURBED,

SCREENED AND REPLACED.

DRAINAGE

1. WHERE CONNECTIONS TO EXISTING DRAINAGE OR SANITARY STRUCTURES ARE

REQUIRED, CUT NEATLY WITHOUT PERCUSSION INTO THE EXISTING STRUCTURE. THE

MAXIMUM SIZE OF THE OPENING SHALL NOT EXCEED THE PIPE’S OUTER DIAMETER

PLUS 3 INCHES. CONNECT THE NEW PIPE AND SEAL AROUND IT WITH CEMENT

MORTAR.

WATER SUPPLY

1. THE TOP OF WATER PIPES SHALL BE 5.5 FEET BELOW FINISHED GRADE UNLESS

OTHERWISE SHOWN ON THE CONTRACT DRAWINGS.

EROSION & SEDIMENTATION CONTROL

1. ALL WORK SHALL TAKE PLACE IN THE DRY. THE CONTRACTOR SHALL DEWATER ALL

WORK AREAS IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED DEWATERING

PLAN, PRIOR TO DISTURBANCE.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL OF WATER MEASURES FROM

THE INITIATION OF CONSTRUCTION UNTIL THE CONTROL OF WATER MEASURES ARE

REMOVED AT THE CONCLUSION OF THE PROJECT.

3. CONTRACTOR SHALL CONSTRUCT TEMPORARY AND PERMANENT EROSION AND

SEDIMENTATION CONTROL FACILITIES IN ACCORDANCE WITH THE CONTRACTOR'S

APPROVED SWPPP PRIOR TO THE COMMENCEMENT OF EARTHWORK OPERATIONS.

4. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN EROSION AND SEDIMENTATION

CONTROL DEVICES THROUGHOUT THE PROJECT SITE FOR THE DURATION OF THE

CONSTRUCTION. THE CONTRACTOR SHALL INSPECT AND RECORD FINDINGS OF ALL

EROSION AND SEDIMENTATION CONTROL DEVICES IN ACCORDANCE WITH THE

CONTRACTOR'S SWPPP TO ENSURE THAT ALL ITEMS ARE IN STABLE CONDITION. IN

THE EVENT THAT SAID ITEMS ARE DETERMINED TO BE IN UNSATISFACTORY

CONDITION, THE CONTRACTOR SHALL RECORD THE UNSATISFACTORY ISSUE, AND

IMPLEMENT A CORRECTIVE MEASURE IN ACCORDANCE WITH THE CONTRACTOR'S

APPROVED SWPPP.

5. ALL EXISTING STORM DRAINAGE INLETS WITHIN THE WORK AREA OR THAT MAY BE

AFFECTED BY THE WORK SHALL BE PROTECTED IN ACCORDANCE WITH THE

CONTRACTOR'S APPROVED SWPPP TO PREVENT ENTRY OF SEDIMENT FROM RUNOFF

WATERS INTO THE STORM DRAIN SYSTEM.

PAVEMENT MARKINGS

1. ALL PAVEMENT MARKINGS SHALL BE 4 INCH WIDE AND WHITE UNLESS OTHERWISE

SPECIFIED.

PRECAST CONCRETE HEADWALL AND WINGWALL NOTES

1. THE HEADWALLS AND WINGWALLS SHALL BE PRECAST CONCRETE CONFORMING TO

SECTION 33 4231 OF THE SPECIFICATIONS, AND SHALL MEET THE DIMENSIONS

INDICATED IN THE PLANS.

2. ALL ELEMENTS OF THE PRECAST STRUCTURE (S) SHALL BE DESIGNED BY THE

PRECAST SUPPLIER, INCLUDING ANCHORAGE AND CONNECTIONS BETWEEN

ELEMENTS. ALL ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE

FABRICATOR'S RECOMMENDATIONS. THE CONTRACTOR SHALL SUBMIT FABRICATION

DRAWINGS FOR THE PRECAST HEADWALLS AND WINGWALLS FOR APPROVAL PRIOR

TO CONSTRUCTION. IN ADDITION TO FABRICATION DRAWINGS, THE FABRICATOR OF

THE PRECAST HEADWALLS AND WINGWALLS SHALL ALSO PROVIDE A LOAD RATING

AND BACKUP CALCULATIONS IN ACCORDANCE WITH AASHTO SPECIFICATIONS

REFERENCED IN GENERAL NOTE 1 AND THE VTRANS STRUCTURES DESIGN MANUAL,

2010, WHICH PROVIDES SPECIFIC LOAD RATING INSTRUCTIONS. THE RATING AND

BACKUP CALCULATIONS SHALL BE SIGNED, STAMPED, AND DATED BY A

PROFESSIONAL ENGINEER LICENSED TO PRACTICE ENGINEERING IN THE STATE OF

VERMONT. NOTE THAT THE FABRICATOR ASSUMES ALL LIABILITY FOR THE ADEQUACY

AND ACCURACY OF THE HEADWALLS AND WINGWALLS DESIGN AND LOAD RATING.

3. ALL EXPOSED EDGES OF THE PRECAST COMPONENTS SHALL BE CHAMFERED 1"X1".

4. JOINTS BETWEEN ALL ABUTTING PRECAST UNITS SHALL BE WATERTIGHT AND

MECHANICALLY CONNECTED.

CONCRETE

1. ALL CONCRETE ON THIS PROJECT IS PRECAST CONCRETE. A STAMPED AND SIGNED

DESIGN BY A VERMONT REGISTERED PROFESSIONAL STRUCTURAL ENGINEER IS

REQUIRED AS PART OF THE SUBMITTAL PROCESS ON THE PROPOSED CULVERT AND

WINGWALL SECTIONS.

SANITARY BASIS OF DESIGN:

PROPOSED FLOW:

(65 EMPLOYEES) X (15 GALLONS PER PERSON PER SHIFT) = 975 GPD

(25 VISITORS PER DAY) X (5 GALLONS PER VISITOR) = 125 GPD

1,100 GPD

PROPOSED I&I <500' 0 GPD

ROUNDED TOTAL FOR SANITARY FLOW: 1,100 GPD

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 0:

B

LA

NZ

IL

OT

TA

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_G

EN

NO

TE

SL

EG

EN

D.

DW

G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

LDC

PCD/BEG

GENERAL NOTES

C1.01

UPDATED SANITARY FLOW4/10/20

BID ADDENDUM 6/08/20

BID ADDENDUM 7/23/20

davidpdonahue Callout SOIL MOVING EQUIPMENT SHALL BE CLEANED IN ACCORDANCE WITH NOTE 12 PRIOR TO LEAVING THE SITE.

davidpdonahue Polygon davidpdonahue Typewritten Text

50'

STREAM

EDGE

BUFFER

EXISTING

BUILDING

FOUNDATION REMAINS

STO

N

EW

ALL

HVCTRL 41

1444.53

N420142.28

E1535630.60

HVCTRL 4

1433.31

N420016.24

E1535731.78

HVCTRL 3

1435.85

N419888.25

E1535899.32

HVCTRL 22

1424.56

N419740.27

E1535750.57

HVCTRL 19

1416.15

N419851.89

E1535420.60

HVCTRL 20

1430.75

N419882.06

E1535590.54

HVCTRL 21

1435.14

N419905.26

E1535739.11

HVCTRL 71

1437.59

N420300.64

E1535465.10

HVCTRL 6

1459.61

N420357.55

E1535853.87

HVCTRL 5

1443.98

N420205.86

E1535811.67

HVCTRL 72

1419.74

N420121.18

E1535411.82

BM

VT GEODETIC SURVEY

DISC IN CONCRETE

ELEV.1457.40

N:420032.94

E:1536276.18

EXISTING

BUILDING

LEDGE

BOULDER (TYP.)

EXISTING BUILDINGS

40" MAPLE

36" PINE

36" PINE

24" PINE

30" PINE

30" PINE

36" MAPLE

2-24" PINES

10" FIR

48" STEEL

SPRING

MH# 58

INV: 1416.71

INTERMITTENT

STREAM

WETLAND

DELINEATION LINE

STONE FIELD

T

O

R

U

T

L

A

N

D

U

S

R

O

U

E

K

I

L

L

I

N

G

T

O

N

UN-NAMED TRIBUTARY

TO MENDON BROOK

2-8" APPLE

2-8" APPLE

TRAIL

W

O

O

D

W

A

D

A

D

36" CMP STORM CULVERT

INV IN: 1412.4

INV OUT: 1406.9

HVCTRL 7

1456.03

N420355.33

E1535658.75

HVCTRL 1

1444.19

N419877.25

E1536117.50

MH# 57

RIM: 1445.11

INV: 1439.65

MH #57D

RIM: 1429.23

INV: 1423.54 S

INV: 1423.05 E

INV: 1423.05 W

EXISTING CONTOURS

UNMAINTAINED TRAIL/WOODS ROAD

GAS

WETLAND AND BOUNDARY

STONEWALL

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

SURVEY MONUMENT

SURVEY MARKER

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

EXISTING LEDGE

STREAM BUFFER LINE

LEGEND

SURVEY BENCH MARK

PCD/BEG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 2:

B

LA

NZ

IL

OT

TA

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_E C.

DW

G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

EXISTING CONDITIONS

PLAN

C1.02

HVCTRL

PARCEL 1

PARCEL 2

BID ADDENDUM 6/08/20

BID ADDENDUM 7/23/20

EDGE

BUFFER

T

L

A

N

D

U

S

R

O

U

L

L

I

N

G

T

O

N

U

N

N

A

M

I

B

U

T

A

Y

M

N

D

N

B

O

O

K

W

O

O

D

W

A

A

D

MH# 57

RIM: 1445.11

INV: 1439.65

MH #57D

RIM: 1429.23

INV: 1423.54 S

INV: 1423.05 E

INV: 1423.05 W

COLD

STORAGE

REMOVE

EXISTING

FOUNDATION

CONNECT TO

EXISTING MANHOLE

9' x 4' CONCRETE BOX CULVERT

EXISTING STONEWALL

REMOVE UNDER PROPOSED

WORK, TO BE PRESERVED

WHERE POSSIBLE

5" THICK CONCRETE

DUMPSTER PAD

SLIDING SECURITY GATE

SEE CIVIL DETAILS

4" CONCRETE SIDEWALK

AND RAMPS, SEE

SIDEWALK PLAN SHEET

SEE CIVIL DETAILS

FOR PARKING

PAVEMENT MARKINGS

TRANSFORMER

OVERSIZE VEHICLE PARKING

INTERMITTENT STREAM

PROPOSED WELL

LOCATION

ASPHALT PAVEMENT ROADWAY AND GRAVEL

SHOULDER, SEE TYPICAL SECTIONS

STORMWATER

RETENTION BASIN

OVERFLOW DRAIN

(TYP.)

STORM DRAINAGE

PIPING (TYP)

STA. 0+00

EASTING: 1535951.0712

NORTHING: 419711.7398

UTILITY POLE RELOCATED

(BY OTHERS)

10,000 SF

OFFICE

(BY OTHERS)

LIMITS OF

CONSTRUCTION

(TYP)

Point Table

Point #

Raw Description

SB3

B4

SB4

B6

B7

SB6

SB7

SB5

B5

B3

SB2

SB1

B1

B2

Northing

419966.1588

420004.8572

419968.9893

419835.0474

419795.9142

419832.3338

419791.9547

419951.0371

420025.1323

420040.8169

420161.0684

420202.2790

420267.6679

420276.6424

Easting

1535486.2503

1535653.0823

1535587.2496

1535540.0072

1535612.1661

1535615.4449

1535886.7442

1535741.5015

1535706.9111

1535669.4095

1535708.4644

1535642.9558

1535620.9504

1535667.3758

SB3

SB4

B6

B7

SB6

SB7

SB5

B5

B4

B3

SB2

SB1

B1

B2

1427.00

1428.00

1432.28

1443.00

LIMITS OF

CONSTRUCTION

(TYP)

BORINGS

25'

MIN

M I N

SLIDING SECURITY GATE

ACCESS CONTROL

SEE CIVIL DETAILS

STONE SPLASH

PAD (TYP)

SIGN:

(MUTCD W11-9)

SIGN:

(MUTCD W11-9, R7-8P)

SIGN:

(MUTCD R5-1)

SIGN:

(MUTCD R1-1,

R5-1)

SIGN:

(MUTCD R6-1)

SIGN

"GATE AHEAD"

SIGN:

(MUTCD R1-1)

WATER CURB

STOP

2" TYPE K

COPPER

WATER

1450.58

GRAVEL

DIAPHRAGM (TYP)

STONE UNDERDRAIN

POND OUTLET

PROPOSED SIGN

LEGEND

TOP OF CUT SLOPE

TOE OF FILL SLOPE

PROPOSED ROAD CENTERLINE

PROPOSED WATER

PROPOSED SEWER/SEPTIC

PROPOSED UNDERGROUND TELEPHONE

GAS

PROPOSED UNDERGROUND ELECTRIC

WETLAND AREA AND BOUNDARY

STONEWALL

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

SURVEY MONUMENT

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

PROPOSED SEWER MANHOLE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

STREAM BUFFER LINE

EXISTING LEDGE

NEW CONCRETE SIDEWALK

PCD/BEG

PCD/BEG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 6:

B

GR

AV

ES

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_C

IV

IL

SI

TE

.D

W G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

CIVIL SITE PLAN

C2.01

SURVEY MARKER

PROPOSED STORM PIPE

NUMBER OF PARKING SPACES

PROPOSED WATER LINE

PROPOSED WELL

PROPOSED UTILITY POLE

ORDINARY HIGH WATER

LIMITS OF CONSTRUCTION

PHASE 2 COORDINATION AREA (SEE PHASING PLAN)

PROPOSED ELECTRIC MANHOLE

PROPOSED WATER VALVE

PROPOSED STONE SPASH PAD

PROPOSED SPOT ELEVATION

SB#

BORINGS

3/26/20DRAINAGE/UTILITY

MODIFICATIONS

GRAVEL DIAPHRAGM (SEE DETAIL)

ADDED STONE DIAPHAGM4/17/20

PARCEL 1

PARCEL 2

BID ADDENDUM 6/08/20

BID ADDENDUM 7/23/20

davidpdonahue Polygon davidpdonahue Polygon davidpdonahue Callout Grubbing material within this area shall be spread on-site at a location approved by the COR davidpdonahue Typewritten Text

MH# 57

RIM: 1445.11

INV: 1439.65

MH #57D

RIM: 1429.23

INV: 1423.54 S

INV: 1423.05 E

INV: 1423.05 W

FF ELEV. 1443.25'

FF ELEV.

1449.25'

DITCH BOTTOM

ELEV: 1433.72

DITCH BOTTOM

ELEV: 1429.00

MATCH

EXISTING

GRADE

GRAVEL DIAPHRAGM (SEE DETAIL)

EXISTING LEDGE

EXISTING CONTOURS

LEGEND

TOP OF CUT SLOPE

TOE OF FILL SLOPE

PROPOSED ROAD CENTERLINE

PROPOSED CONTOURS

PROPOSED WATER

PROPOSED SEWER/SEPTIC

PROPOSED UNDERGROUND TELEPHONE

GAS

PROPOSED UNDERGROUND ELECTRIC

WETLAND AREA AND BOUNDARY

STONEWALL

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

PROPOSED SEWER MANHOLE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

BUFFER LINE

NEW CONCRETE SIDEWALK

PCD

PCD/BEG

JLS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 6:

B

GR

AV

ES

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_C

IV

IL

SI

TE

.D

W G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

CIVIL GRADING PLAN

C3.01

SURVEY MARKER

PROPOSED STORM PIPE

ORDINARY HIGH WATER

SLIDING SECURITY GATE

SEE CIVIL DETAILS

PHASE 2 COORDINATION AREA (SEE PHASING PLAN)

ADDED STONE DIAPHAGM4/17/20

SURVEY MONUMENT

PARCEL 1

PARCEL 2

10,000 SF OFFICE

INSTALLATION OF SIDEWALK

IN PHASE 2 BY OTHERS

WATER SERVICE TERMINUS

FOR PHASE 1 AT CURB STOP

INSTALLATION OF SIDEWALK

IN PHASE 2 BY OTHERS

ELECTRICAL SERVICE TERMINUS

CAP FOR PHASE 1

COMMUNICATIONS DUCTBANK

TERMINUS AT PULLBOX FOR

FUTURE CONNECTION

PROVIDE 5' PIPE

SERVICE WITH CAP FOR

FUTURE CONNECTION

SITE LIGHTING TERMINUS

AT PULLBOX FOR

FUTURE CONNECTION

SITE LIGHTING TERMINUS

AT PULLBOX FOR

FUTURE CONNECTION

PORTION OF 6" PVC UNDERDRAIN

TO BE INSTALLED AS PART OF

THIS PROJECT. TERMINUS AT

THE TOP OF SLOPE

PORTION OF 6" PVC UNDERDRAIN

TO BE INSTALLED AS PART OF

THIS PROJECT. TERMINUS AT

THE TOP OF SLOPE

COLD

STORAGE

PHASE 2 PAVEMENT BY OTHERS

WITHIN 5 FEET OF BUILDING

ELECTRICAL SERVICE

TERMINUS CAP FOR PHASE 1

LEGEND

TOP OF CUT SLOPE

TOE OF FILL SLOPE

PROPOSED ROAD CENTERLINE

PROPOSED WATER

PROPOSED SEWER/SEPTIC

PROPOSED UNDERGROUND TELEPHONE

GAS

PROPOSED UNDERGROUND ELECTRIC

WETLAND AREA AND BOUNDARY

STONEWALL

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

PROPOSED SEWER MANHOLE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

STREAM BUFFER LINE

EXISTING LEDGE

NEW CONCRETE SIDEWALK

PCD/BEG

PCD/BEG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 6:

B

GR

AV

ES

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_C

IV

IL

SI

TE

.D

W G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

PHASING PLAN

C4.01

SURVEY MARKER

PROPOSED STORM PIPE

NUMBER OF PARKING SPACES

PROPOSED WATER LINE

PROPOSED WELL

PROPOSED UTILITY POLE

PROPOSED SIGN

ORDINARY HIGH WATER

LIMITS OF CONSTRUCTION

NOTES:

1. PHASE 2 COORDINATION AREA LINE SHOWS GENERAL BOUNDARY FOR WORK TO

BE PERFORMED BY OTHERS. WITHIN THESE LIMITS, PROPOSED GRADES SHALL BE

BROUGHT TO FINISH GRADES, TOPSOIL, AND SEEDED.

2. SIDEWALK INSTALLATION SHALL EXTEND TO THE LIMITS SHOWN ON THIS PLAN.

3. LANDSCAPE PLANTINGS WITHIN THE PHASE 2 COORDINATION LINE SHALL BE

PERFORMED BY OTHERS.

4. UNDERGROUND UTILITY SERVICES TO BUILDINGS SHALL BE CAPPED, SURVEYED,

AND MARKED AT THE LOCATIONS IDENTIFIED ON THIS PLAN. MINOR FIELD

ADJUSTMENTS TO THE TERMINUS POINTS MAY OCCUR AT THE DIRECTION OF THE

COR.

5. ALL SITE LIGHTING POLES AND BASES SHALL BE PROCURED AND INSTALLED AS

PART OF THIS PROJECT.

6. ALL GRAVEL DIAPHRAGMS SHALL BE INSTALLED AS PART OF THIS PROJECT.

PHASE 2 COORDINATION AREA

SITE LIGHTING ELECTRIC

PROPOSED ELECTRIC MANHOLE

PROPOSED WATER VALVE

PROPOSED STONE SPASH PAD

TRANSFORMER

PROPOSED LIGHT POLE

3/26/20DRAINAGE/UTILITY

MODIFICATIONS

GRAVEL DIAPHRAGM (SEE DETAIL)

ADDED GRAVEL DIAPHAGM 4/17/20

SURVEY MONUMENT

EDGE

BUFFER

T

L

A

N

D

U

S

R

O

U

L

L

I

N

G

T

O

N

U

N

N

A

M

I

B

U

T

A

N

D

O

O

K

W

O

O

D

W

A

A

D

FIBER ROLL

CHECK DAM OR

DEWATERING

MECHANISM

CHECK DAM OR

DEWATERING

MECHANISM

18" CPEP

15" CPEP

15" CPEP

12" CPEP

36" CPEP

TEMPORARY

EROSION MATTING

(TYP)

10,000 SF

OFFICE

COLD

STORAGE

SLIDING SECURITY GATE

SEE CIVIL DETAILS

STONE

SPLASH

PAD

STONE

SPLASH

PAD

STONE

SPLASH

PAD

36" CPEP

PROPOSED ELECTRIC MANHOLE

TEMPORARY EROSION MATTING

EXISTING CONTOURS

EXISTING LEDGE

LEGEND

TOP OF CUT SLOPE

TOE OF FILL SLOPE

PROPOSED ROAD CENTERLINE

PROPOSED CONTOURS

TRAIL/WOODS ROAD

PROPOSED WATER

PROPOSED SEWER/SEPTIC

PROPOSED UNDERGROUND TELEPHONE

GAS

PROPOSED UNDERGROUND ELECTRIC

SILT FENCING OR FIBER ROLL

WETLAND AREA AND BOUNDARY

STONEWALL

TREELINE

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

PROPOSED SEWER MANHOLE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

BUFFER LINE

NEW CONCRETE SIDEWALK

JLS

PCD/BEG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 0:

B

LA

NZ

IL

OT

TA

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_E

PS

C.

DW

G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

EROSION CONTROL AND

STORMWATER PLAN

C5.01

SURVEY MARKER

PROPOSED STORM PIPE

ORDINARY HIGH WATER

PHASE 2 COORDINATION AREA

PROPOSED WATER VALVE

PROPOSED STONE SPASH PAD

TRANSFORMER

3/26/20DRAINAGE/UTILITY

MODIFICATIONS

GRAVEL DIAPHRAGM (SEE DETAIL)

ADDED GRAVEL DIAPHAGM 4/17/20

SURVEY MONUMENT

PARCEL 1

PARCEL 2

DEWATERING

THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE COR FOR REVIEW.

WINTER CONSTRUCTION

SITE CONSTRUCTION MAY CONTINUE THROUGH THE WINTER MONTHS IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED SWPPP

INSPECTION AND MAINTENANCE

INSPECTION AND MAINTENANCE MUST BE PERFORMED IN ACCORDANCE WITH THE CONTRACTOR'S APPROVED SWPPP.

18"

FILTER FABRIC

SECTION B-B

DITCH BOTTOM

SECTION A-A

B

B

SLOPE

SAME ELEVATION

A

A

PROFILE

NOTES:

1. SET SPACING OF CHECK DAMS SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.

2. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM.

3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE.

4. ENSURE THAT CHANNEL APPURTENANCE SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE

FROM DISPLACED STONE.

STONE CHECK DAM

NOT TO SCALE

TOE

CUTOFF TRENCH

18" WIDE

6" DEEP

SPACING VARIES

DEPENDING ON

CHANNEL SLOPE

CREST

24" MAX.

AT CENTER

GROUND LINE

FILTER FABRIC

CUTOFF TRENCH

DESIGN BOTTOM

9"

MIN

18"

MIN

M

A X

C

E N

T E

R

GENERAL NOTES:

1. GRADE AND SMOOTH THE SLOPE TO PROVIDE GOOD MATTING TO SOIL SURFACE

CONTACT.

2. APPLY FERTILIZER, LIME, AND SEED PRIOR TO PLACING MATTING.

3. ANCHOR MATTING AS SHOWN, UTILIZING ANCHOR STAPLES. STAPLE PLACEMENT SHALL

BE DETERMINED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

4. UNROLL MATTING VERTICALLY DOWN SLOPE IN THE DIRECTION OF WATER FLOW.

5. OVERLAP UPPER MATTING OVER LOWER MATTING AS SHOWN.

6. OVERLAP ADJACENT MATTING AS SHOWN.

7. CUT EXCESS MATTING AT END OF SLOPE AND ANCHOR THE END.

8. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS MINIMUM AND

WITHIN 24 HOURS OF A STORM EVENT GREAT ENOUGH TO CAUSE WATER TO LEAVE THE

CONSTRUCTION SITE.

9. MATTING SHALL BE REPAIRED AND RE-STAPLED AS NECESSARY TO ENSURE PROPER

FUNCTION.

10. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE

INSTALLATION, INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND

SEDIMENT CONTROL MEASURES.

6''

6"

6"

12''

EROSION PREVENTION FOR SIDE SLOPES

NOT TO SCALE

TRACKING

CONTOUR FURROWS

SURFACE ROUGHENING

NOT TO SCALE

M I N

GROVES MUST BE

PERPENDICULAR TO

SLOPE DIRECTION

M I N

50' MIN.

50' MIN.

SEE NOTE 4

CONSTRUCTION SPECIFICATIONS:

1. STONE SIZE SHALL BE 3 TO 4 INCHES.

2. LENGTH SHALL NOT BE LESS THAN 50 FEET.

3. THICKNESS SHALL NOT BE LESS THAN 8 INCHES.

4. WIDTH SHALL NOT BE LESS THAN 10' WIDER THAN THE LARGEST VEHICLE ENTERING

OR EXITING THE SITE.

5. WASHING. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT

PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED,

IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE, WHICH DRAINS

INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE

PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH

USE OF SAND BAGS, GRAVEL, BOARDS, OR OTHER APPROVED METHODS.

6. MAINTENANCE. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS

MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS

DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

ALL SEDIMENT SPILLED, DROPPED, WASHED ONTO PUBLIC RIGHTS-OF-WAY MUST BE

REMOVED IMMEDIATELY.

STABILIZED CONSTRUCTION ENTRANCE

NOT TO SCALE

EXISTING

GROUND

PROVIDE GEOTEXTILE FABRIC UNDER STONE

EXISTING GROUND

PUBLIC

RIGHT-OF-WAY

PROVIDE

APPROPRIATE

TRANSITION

BETWEEN

STABILIZED

CONSTRUCTION

ENTRANCE AND

PUBLIC

RIGHT-OF-WAY

PUBLIC

RIGHT-

OF-WAY

STAKE

1/2" X 1/2"

NOTCH

FIBER ROLL (TYPE 2)

FIBER ROLL (TYPE 2)

STAKE

ROPE

FIBER ROLL

2'

6"

2'

STAKE

ROPE

FIBER ROLL

NOTCH

SLOPE

N.T.S.

N.T.S.

PLANSECTION

STAKE TYPE 2

PERSPECTIVE

1.5'

MIN.

F

T

M

I N

TYPICAL FIBER ROLL DETAIL

NOT TO SCALE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 0:

B

LA

NZ

IL

OT

TA

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_E C-

DE

TA

IL

S.

DW

G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

PCD

PCD/BEG

EROSION CONTROL

DETAILS

C5.02

COLD

STORAGE

10,000 SF

OFFICE

R

R

STA. 5+15.84 =

STA. 40+00.00

STA. 7+67.63 =

STA. 42+27.93

STA. 8+82.09 =

STA. 13+51.83

STA. 1+99.49 =

STA. 20+00.00

STA. 2+74.23 =

STA. 22+59.49

STA. 0+00

EASTING: 1535951.0712

NORTHING: 419711.7398

B P

EP: 13+51.83

PC: 1+04.10

PC: 2+69.09

PC: 5+43.59

PC: 7+65.92

PC: 9+83.47

PC: 10+63.94

PC: 12+30.73

PT: 2+34.33

PT: 3+82.16

PT: 7+11.33

PT: 8+22.47

PT: 10+11.70

PT: 11+29.55

PT: 12+77.86

PRC: 3+10.20

N

W

S72° 23' 30.50"W

34.76'

L=41.109

Δ=47.1075

R=50.000

L

Δ

R

N64° 24' 44.51"W

161.43'

L

Δ

R

N38° 51' 05.25"E

54.58'

L=56.552

Δ=13.6834

R=236.797

N

E

L=28.231

Δ=53.9165

R=30.000

N

E

L

.6

Δ

.30

R

.0

S

W

N65° 35' 16.92"W

73.97'

BP: 20+00.00

EP: 22+59.49

PC: 20+18.29

PC: 20+54.62

PT: 20+25.52

PT: 22+04.61

L=7.231

Δ=13.8101

R=30.000

N6° 52' 08.22"W

29.10'

L

Δ

R

S

E

1'-12'-12'-1'

1'-12'-12'-1'

1'-12'-12'-1'

L

0.2

Δ

9.0713

R

8.031

L

Δ

R

ALIGNMENT TABLE

ALIGNMENT SHEET BEGIN STA END STA

MAIN C5.02 0+00 5+00

MAIN C5.03 5+00 10+00

MAIN C5.04 10+00 13+52

SOUTH C5.05 20+00 22+59

WEST C5.05 40+00 42+28

SUPERELEVATION TABLE

STATION SUPERELEV. LEFT LANE RIGHT LANE

0+21.77 MATCH RT. 4 5.36% 5.36%

0+21.77 - 0+60.77 TRANSITION - -

0+60.77 - 2+95.05 FULL SUPER 1.00% 1.00%

2+95.05 - 3+34.05 TRANSITION - -

3+34.05 - 5+09.43 NORMAL CROWN 1.00% -1.00%

5+09.43 - 5+48.43 TRANSITION - -

5+48.43 - 13+25.05 FULL SUPER -1.00% -1.00%

20+00.00 - 22+59.49 FULL SUPER 1.00% 1.00%

40+00.00 - 42+27.93 FULL SUPER 1.00% 1.00%

BEGIN PROJECT/

MATCH EXISTING

STA. 0+26.25

BP: 40+00.00

EP: 42+27.93

PC: 40+81.45

PT: 41+92.73

N

E

L

Δ

R

N51° 23' 42.73"W

35.20'

CONCEPT BUILDING

N:420061.9369

E:1535668.2508

CONCEPT BUILDING

N:420014.1034

E:1535678.8786

CONCEPT BUILDING

N:419995.2336

E:1535593.9496

CONCEPT

BUILDING

N:420043.0672

E:1535583.3218

CONCEPT BUILDING

N:420282.1573

E:1535771.0734

CONCEPT BUILDING

N:420311.6148

E:1535765.3938

CONCEPT BUILDING

N:420286.0715

E:1535632.8360

CONCEPT BUILDING

N:420256.6145

E:1535638.5123

1'-15'-1'

SLIDING SECURITY GATE

SEE CIVIL DETAILS

EXISTING CONTOURS

EXISTING LEDGE

LEGEND

TOP OF CUT SLOPE

TOE OF FILL SLOPE

PROPOSED ROAD CENTERLINE

PROPOSED CONTOURS

TRAIL/WOODS ROAD

PROPOSED WATER

PROPOSED SEWER/SEPTIC

PROPOSED UNDERGROUND TELEPHONE

GAS

PROPOSED UNDERGROUND ELECTRIC

WETLAND AREA AND BOUNDARY

INLET PROTECTION

STONEWALL

TREELINE

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

PROPOSED SEWER MANHOLE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

BUFFER LINE

NEW CONCRETE SIDEWALK

JLS

PCD/BEG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 0:

B

LA

NZ

IL

OT

TA

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_R

OA

DP

LA

N.

DW

G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

ROAD PLAN SHEET

C6.01

SURVEY MARKER

PROPOSED STORM PIPE

ORDINARY HIGH WATER

NOTES:

1. BUILDING CORNER COORDINATES ARE

APPROXIMATE FOR FUTURE BUILDING

LOCATION.

PHASE 2 COORDINATION AREA

GRAVEL DIAPHRAGM (SEE DETAIL)

ADDED GRAVEL DIAPHAGM4/17/20

SURVEY MONUMENT

PARCEL 1

PARCEL 2

0+00

G

F G

0+50

F

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

PVI STA: 4+53.16

PVI ELEV: 1428.60

K: 37.38

LVC: 75.00

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT. STA: 4+75.17

LOW PT ELEV: 1428.72

PVI STA: 0+38.32

PVI ELEV: 1431.82

K: 3.73

LVC: 22.14

B V

C S

B V

C E

E V

C S

E V

C E

LOW PT. STA: 0+41.76

LOW PT ELEV: 1431.97

G R

A D

E

B

R E

A

S

E L E

V

PVI STA: 1+31.33

PVI ELEV: 1433.72

K: 13.75

LVC: 50.00

B V

C S

B V

C E

E V

C S

E V

C E

HIGH PT. STA: 1+34.43

HIGH PT ELEV: 1433.50

-1.59%

-3 .8

2.04%

9' X 4' CONCRETE BOX CULVERT

STA 1+91.82

PROPOSED GROUND

EXISTING GROUND

6" PVC SEWER

15" STORM PIPE

36" STORM PIPE

R

R .0

B P

PC: 1+04.10

PC: 2+69.09

PC: 5+43.59

PT: 2+34.33

PT: 3+82.16

PRC: 3+10.20

N

W

S72° 23' 30.50"W

34.76'

L=41.109

Δ=47.1075

R=50.000

L

Δ

R

N

W

L

.23

Δ

.0

R

.031

BEGIN PROJECT/

MATCH EXISTING

STA. 0+26.25

B P

PC: 1+04.10

PC: 2+69.09

PT: 2+34.33

PT: 3+82.16

PRC: 3+10.20

PC: 40+81.45

N

E

SLIDING SECURITY GATE

SEE CIVIL DETAILS

CONCRETE BOX CULVERT

EXISTING CONTOURS

EXISTING LEDGE

LEGEND

TOP OF CUT SLOPE

TOE OF FILL SLOPE

PROPOSED ROAD CENTERLINE

PROPOSED CONTOURS

TRAIL/WOODS ROAD

PROPOSED WATER

PROPOSED SEWER/SEPTIC

PROPOSED UNDERGROUND TELEPHONE

GAS

PROPOSED UNDERGROUND ELECTRIC

WETLAND AREA AND BOUNDARY

INLET PROTECTION

STONEWALL

TREELINE

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

PROPOSED SEWER MANHOLE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

BUFFER LINE

NEW CONCRETE SIDEWALK

LDC

PCD/BEG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 0:

B

LA

NZ

IL

OT

TA

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_R

OA

DP

LA

N.

DW

G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

ROAD PROFILE SHEET

C6.02

SURVEY MARKER

PROPOSED STORM PIPE

M

A

T C

H

L I

A

S

X

T

S

H

E

3/26/20DRAINAGE/UTILITY

MODIFICATIONS

GRAVEL DIAPHRAGM (SEE DETAIL)

ADDED GRAVEL DIAPHAGM 4/17/20

SURVEY MONUMENT

EP: 13+51.83

PC: 5+43.59

PC: 7+65.92

PC: 9+83.47

PT: 7+11.33

PT: 8+22.47

PT: 10+11.70

PT: 12+77.86

STA:7+18.02

OFFSET:30.18'L

STA:7+14.62

OFFSET:12.00'L

STA:8+52.22

OFFSET:12.00'R

STA:8+47.20

OFFSET:12.00'R

L

Δ

R

N38° 51' 05.25"E

54.58'

N

E

5+00

5+50

6+00

6+50

7+00

7+50

8+00

8+50

9+00

9+50

10+00

PVI STA: 5+42.61

PVI ELEV: 1428.97

K: 12.40

LVC: 50.00

B V

C S

B V

C E

E V

C S

E V

C E

0.42%

.4

PROPOSED GROUND

EXISTING GROUND

LDC

PCD/BEG

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 4/2

0 1 0:

B

LA

NZ

IL

OT

TA

I:

\4\

G

MF

L

SO

\D

RA

W

IN

GS

\42

_R

OA

DP

LA

N.

DW

G;

R09

EASTERN REGION

SUPERVISOR'S

OFFICE SITE

DESIGN

GREEN MOUNTAIN &

FINGER LAKES

NATIONAL FORESTS

MIDDLEBURY DISTRICT

424827

2/27/2020

LDC

ROAD PROFILE SHEET

C6.03

EXISTING CONTOURS

EXISTING LEDGE

LEGEND

TOP OF CUT SLOPE

TOE OF FILL SLOPE

PROPOSED ROAD CENTERLINE

PROPOSED CONTOURS

TRAIL/WOODS ROAD

PROPOSED WATER

PROPOSED SEWER/SEPTIC

PROPOSED UNDERGROUND TELEPHONE

GAS

PROPOSED UNDERGROUND ELECTRIC

WETLAND AREA AND BOUNDARY

INLET PROTECTION

STONEWALL

TREELINE

APPROXIMATE PROPERTY LINE

EXISTING EDGE OF WATERCOURSE

BOULDER

EXISTING UTILITY POLE

EXISTING SEWER MANHOLE

EXISTING SEWER/SEPTIC

EXISTING OVERHEAD ELECTRIC/TELEPHONE

PROPOSED SEWER MANHOLE

EXISTING DECIDUOUS/CONIFER

EXISTING STORM PIPE

BUFFER LINE

NEW CONCRETE SIDEWALK

SURVEY MARKER

PROPOSED STORM PIPE

GRAVEL DIAPHRAGM (SEE DETAIL)

ADDED GRAVEL DIAPHAGM4/17/20

SURVEY MONUMENT

COLD

STORAGE

10,000 SF OFFICE

EP: 13+51.83

PC: 7+65.92

PC: 9+83.47

PC: 10+63.94

PC: 12+30.73

PT: 8+22.47

PT: 10+11.70

PT: 11+29.55

PT: 12+77.86

STA:8+91.81

OFFSET:12.00'L

STA:9+06.94

OFFSET:12.14'R

STA:13+29.54

OFFSET:12.00'R

STA:13+20.73

OFFSET:28.20'R

STA:9+82.69

OFFSET:29.76'R

STA:9+90.25

OFFSET:12.00'R

STA:13+25.19

OFFSET:12.00'L

N 25°

10' 0 4.8

9"E

161.0 0'

STA:10+13.58

OFFSET:12.00'R

STA:10+17.82

OFFSET:30.00'R

STA:10+62.82

OFFSET:30.00'R

STA:10+69.92

OFFSET:11.99'R

STA:11+40.86

OFFSET:12.00'R

STA:11+45.12

OFFSET:30.09'R

STA:12+26.12

OFFSET:30.09'R

STA:12+30.37

OFFSET:12.00'R

STA:12+69.34

OFFSET:12.00'L

STA:12+76.53

OFFSET:12.00'L

STA:12+32.02

OFFSET:12.00'L

STA:12+28.52

OFFSET:30.00'L

STA:12+28.54

OFFSET:35.00'L

STA:11+33.53

OFFSET:30.00'L

STA:11+29.55

OFFSET:12.00'L

STA:11+14.54

OFFSET:12.00'…