936CM2002-WNY-NAT-CEM-PH1B_BID-DWG_139-164.pdf

PDF 16 MB Posted May 19, 2021

Attached to: Y1PC--Western New York National Cemetery Phase 1B
Solicitation number: 36C10F21R0016
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for cemetery development services. The Western New York National Cemetery in Corfu, NY seeks to develop approximately 30 additional acres to provide around 9,942 new gravesites over a 10-year period. This represents the second phase of ongoing development at the cemetery to support the needs of veterans in the surrounding 75-mile region for the next decade. Interested parties should respond to solicitation number 36C10F21R0016 by the specified deadline. The selected contractor will be responsible for constructing new burial facilities and supporting infrastructure to enable the cemetery to continue serving the veteran population as outlined. The Department of Veterans Affairs Office of Construction and Facilities Management will oversee the contract award.

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ATTACHMENT 3 - Pre-Proposal Inquiry (PPI) Form.docx	DOCX document	May 19, 2021

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"EXIT 48A"

TRUCK PARKING

SIGN

"Akron

Corfu

EXIT 48A"

SIGN

"CAMPING EXIT 48A"

ATTRACTIONS EXIT 48A"

SIGN

"EXIT 48A

Pembroke

Medina

1 mile next exit

16 miles"

SIGN

I G

SIGN

W A

T E

A I N

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T E

A I N

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D E

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P H

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P H

O N

4" GAS MAIN

UNDERGROUND

CONDUIT AND POWER

SWITCH TO

REMOVED

BILLBOARD LOCATION

NYS THRUWAY I-90

THE PEOPLE OF THE

STATE OF NEW YORK

NYS THRUWAY I-90

THE PEOPLE OF THE STATE OF NEW YORK

NYS THRUWAY I-90

THE PEOPLE OF THE

STATE OF NEW YORK

#8335 ALLEGANY ROAD

TAX MAP No.

10-1-29.11

TIMOTHY D. KING

(NOW/FORMERLY)

REF. LIBER 730 OF DEEDS, PAGE 159

#8331 ALLEGANY ROAD

TAX MAP No.

10-1-28

RONALD M. MARKEK

(NOW/FORMERLY)

REF. LIBER 840 OF DEEDS, PAGE 138

#8331 ALLEGANY ROAD

TAX MAP No.

10-1-28

RONALD M. MARKEK

(NOW/FORMERLY)

REF. LIBER 840 OF

DEEDS, PAGE 138

MON

H E

D G

O W

A C

C E

O A

NYS THRUWAY I-90

THE PEOPLE OF THE

STATE OF NEW YORK

NYS THRUWAY I-90

THE PEOPLE OF THE

STATE OF NEW YORK

NYS THRUWAY I-90

THE PEOPLE OF THE

STATE OF NEW YORK

W x x x x x x

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TREES & BRUSH

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TREES & BRUSH

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BRUSH

TREES & BRUSH

X X

XXX

X X

XXX

X X

XXX

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XXX

X X

XXX

END OF FORMER U.S.

GYPSUM GAS LINE

(ABANDONED IN PLACE)

FORMER U.S. GYPSUM

GAS LINE (ABANDONED

IN PLACE)

FORMER U.S. GYPSUM

GAS LINE (ABANDONED

IN PLACE)

START OF FORMER U.S.

GYPSUM GAS LINE

(ABANDONED IN PLACE)

AREA 5

AREA 2

AREA 3 AREA 4

AREA 6

AREA 7

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P l a n d w g

P l o t t e d

B y

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N A

T H

H A

Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

NOTES:

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24"HDPE

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DITCH

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(SEE SHEET CG105)

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(SEE SHEET CG102)

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(SEE SHEET CG103)

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(SEE SHEET CG104)

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(SEE SHEET CG106)

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(SEE SHEET CG107)

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ALLEGHANY ROAD

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INDIAN FALLS ROAD

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NYS THRUWAY I-90

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COLUMBARIUM

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INDIAN FALLS CEMETERY (OWNED BY OTHERS)

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STORMWATER WETLAND

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APPROXIMATE ARCHAEOLOGICAL AREA, TYP.

AutoCAD SHX Text B

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ATIONAL

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EMETERY

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DMINISTRATION

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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AutoCAD SHX Text 02-08-21

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

AutoCAD SHX Text

EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

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OVERALL GRADING & DRAINAGE PLAN

AutoCAD SHX Text

CG100

AutoCAD SHX Text

JGS

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DBH

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AutoCAD SHX Text 1 inch = 200 feet

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GRAPHIC SCALE

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NORTH

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PROPERTY LINE

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MAJOR CONTOUR

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MINOR CONTOUR

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EXISTING MAJOR CONTOUR (LINE TYPES VARY - SEE NOTE ON V-100)

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EXISTING MINOR CONTOUR (LINE TYPES VARY - SEE NOTE ON V-100)

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WETLAND DELINEATION

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PROPOSED STORM DRAIN

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PROPOSED CATCH BASIN/MANHOLE

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1. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE RE/COR PRIOR TO CONTINUING WORK. 2. PRIOR TO EARTHWORK OPERATIONS, REFER TO SWPPP FOR ALL PRIOR TO EARTHWORK OPERATIONS, REFER TO SWPPP FOR ALL EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES. 3. NO WORK SHALL OCCUR IN WETLANDS UNLESS SPECIFICALLY NOTED NO WORK SHALL OCCUR IN WETLANDS UNLESS SPECIFICALLY NOTED ON PLANS. WETLAND PROTECTION FENCE SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 4. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 6. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. 7. SET CATCH BASIN RIMS TO DRAIN SURROUNDING AREAS AND AT SAME SET CATCH BASIN RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.

AutoCAD SHX Text

APPROXIMATE ARCHAEOLOGICAL AREA

4" GAS MAIN

INDIAN FALLS ROAD (66' R.O.W.)

HIGHWAY BOUNDARY

INDIAN FALLS ROAD (66' R.O.W.)

H E

D G

O W

A C

C E

D x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

U D

S T

A C

C E

H E

D G

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X X

XXX

X X

XXXXXXXXX

X X

END OF FORMER U.S.

GYPSUM GAS LINE

(ABANDONED IN PLACE)

S a t

F i m

P r o j

W e s t e r n

N e w

Y o r k

N a t i o n a l

C e m e t e r y

P h a s e

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G r a d i n g

D r a i n a g e

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N A

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Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

NOTE:

Scale: 1"=10'-0"

BIVOUAC OF THE DEAD GRADING PLAN ENLARGEMENT

AutoCAD SHX Text

INDIAN FALLS ROAD

AutoCAD SHX Text

APPROXIMATE ARCHAEOLOGICAL AREA

AutoCAD SHX Text

INDIAN FALLS CEMETERY (OWNED BY OTHERS)

AutoCAD SHX Text 54' OF 12" HDPE PIPE @ 1.3% WITH FLARED END SECTION AND RIPRAP OUTLET APRON INV. IN=851.5 INV. OUT=850.8

AutoCAD SHX Text 47' OF 12" HDPE PIPE @ 1.06% WITH FLARED END SECTION AND RIPRAP OUTLET APRON INV. IN=847.0 INV. OUT=846.5

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APPROXIMATE ARCHAEOLOGICAL AREA

AutoCAD SHX Text 848.05

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2:1 SLOPE

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CONSTRUCTION ACCESS ROAD

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EXISTING PIC / ADMINISTRATION BUILDING

AutoCAD SHX Text B

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ATIONAL

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EMETERY

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DMINISTRATION

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text

GRADING & DRAINAGE PLAN AREA 2

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CG102

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JGS

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DBH

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GRAPHIC SCALE

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MAJOR CONTOUR

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EXISTING MAJOR CONTOUR (LINETYPE VARIES - SEE NOTE ON V-100)

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CONSTRUCTION LINE LIMITS

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HIGH POINT

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LOW POINT

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SPOT ELEVATION

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FINISHED GRADE PITCH

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PROPOSED STORM DRAIN

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PROPOSED CATCH BASIN/MANHOLE

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1. SEE NOTES ON CG100 SEE NOTES ON CG100 2. SEE SHEET CG113 FOR TEMPORARY SEE SHEET CG113 FOR TEMPORARY FACILITIES GRADING AND DRAINAGE RESTORATION PLAN.

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NORTH

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 4 - SHEET CG104

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 4 - SHEET CG104

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UNDERDRAIN

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HEADER PIPE

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WETLAND ADJACENT AREA BOUNDARY

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APPROXIMATE ARCHAEOLOGICAL AREA REQUIRING FURTHER STUDY

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NOTE: : 1. VERIFY EXISTING GRADES PRIOR VERIFY EXISTING GRADES PRIOR TO EXCAVATION.

H P

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PIPE TABLE

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Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

NOTE:

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2.0% SLOPE

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WYE STORM PIPE INTO HEADER PIPE (TYP.)

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WYE STORM PIPE INTO HEADER PIPE (TYP.)

AutoCAD SHX Text REMOVE FLARED END SECTION AND CONNECT TO EXISTING 18" HDPE STORM PIPE INV. = ±852.32'

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CONNECT FWS 4" HDPE PIPE TO CB#17

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LOOP ROAD

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EXISTING 10" HDPE HEADER PIPE

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ATIONAL

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DMINISTRATION

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

AutoCAD SHX Text

SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

AutoCAD SHX Text

EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text

GRADING & DRAINAGE PLAN AREA 3

AutoCAD SHX Text

CG103

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JGS

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DBH

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AutoCAD SHX Text 1 inch = 30 feet

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GRAPHIC SCALE

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NORTH

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 4 - SHEET CG104

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PROPERTY LINE

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MAJOR CONTOUR

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MINOR CONTOUR

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CONSTRUCTION LINE LIMITS

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HIGH POINT

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LOW POINT

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SPOT ELEVATION

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FINISHED GRADE PITCH

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WETLAND DELINEATION

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PROPOSED STORM DRAIN

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PROPOSED CATCH BASIN/MANHOLE

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NORTH

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KEY PLAN (N.T.S.)

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 5 - SHEET CG105

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 5 - SHEET CG105

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UNDERDRAIN

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HEADER PIPE

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1. SEE NOTES ON CG100SEE NOTES ON CG100

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WETLAND ADJACENT AREA BOUNDARY

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EXISTING MAJOR CONTOUR (LINETYPE VARIES - SEE NOTE ON V-100)

EXISTING MINOR CONTOUR (LINETYPE VARIES - SEE NOTE ON V-100)

X X

XXX XXX

X X

XXX

X X

XXX

X X

XXX

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XXX

X X

FORMER U.S. GYPSUM

GAS LINE (ABANDONED

IN PLACE)

FORMER U.S. GYPSUM

GAS LINE (ABANDONED

IN PLACE)

START OF FORMER U.S.

GYPSUM GAS LINE

(ABANDONED IN PLACE)

PIPE TABLE

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G r a d i n g

D r a i n a g e

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P l o t t e d

B y

J O

N A

T H

H A

Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

NOTE:

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WETLAND ADJACENT AREA BOUNDARY

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APPROXIMATE ARCHAEOLOGICAL AREA, TYP.

AutoCAD SHX Text 62' OF 12" HDPE PIPE @ 8.5% WITH FLARED END SECTION AND RIPRAP OUTLET APRON INV. IN=855.25 INV. OUT=850.0

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LOOP ROAD

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SEE ROAD CROSS SECTIONS FOR SHOULDER REQUIREMENTS

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IN-GROUND CREMAIN SECTION NO. 17

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ATIONAL

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EMETERY

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DMINISTRATION

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

AutoCAD SHX Text

SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

AutoCAD SHX Text

EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text

GRADING & DRAINAGE PLAN AREA 4

AutoCAD SHX Text

CG104

AutoCAD SHX Text

JGS

AutoCAD SHX Text

DBH

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 30 feet

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 3 - SHEET CG103

AutoCAD SHX Text

PROPERTY LINE

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MAJOR CONTOUR

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MINOR CONTOUR

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HIGH POINT

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LOW POINT

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SPOT ELEVATION

AutoCAD SHX Text 2.0%

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FINISHED GRADE PITCH

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WETLAND DELINEATION

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PROPOSED STORM DRAIN

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PROPOSED CATCH BASIN/MANHOLE

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NORTH

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KEY PLAN (N.T.S.)

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 6 - SHEET CG106

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 3 - SHEET CG103

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 6 - SHEET CG106

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 2 - SHEET CG102

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UNDERDRAIN

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HEADER PIPE

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CONSTRUCTION LINE LIMITS

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1. SEE NOTES ON CG100SEE NOTES ON CG100

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WETLAND ADJACENT AREA BOUNDARY

AutoCAD SHX Text

APPROXIMATE ARCHAEOLOGICAL AREA REQUIRING FUTURE STUDY

AutoCAD SHX Text

EXISTING MAJOR CONTOUR (LINETYPE VARIES - SEE NOTE ON V-100)

S T

S a t

F i m

P r o j

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Y o r k

N a t i o n a l

C e m e t e r y

P h a s e

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C G

G r a d i n g

D r a i n a g e

P l a n

A r e a d w g

P l o t t e d

B y

J O

N A

T H

H A

Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

NOTE:

AutoCAD SHX Text T

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2.0% SLOPE

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ALLEGHANY ROAD / N.Y.S. RTE 77

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ALLEGHANY ROAD / N.Y.S. RTE 77

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2.0% SLOPE

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2.0% SLOPE

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SECONDARY CONSTRUCTION ACCESS

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IN-GROUND CREMAIN SECTION NO.11

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RIDGELINE

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ATIONAL

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EMETERY

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DMINISTRATION

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AutoCAD SHX Text N

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

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VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Drawing Title

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GENESEE COUNTY, NEW YORK

AutoCAD SHX Text Project Title

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

936CM2002

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

TRAFFIC/GEOTECHNICAL

AutoCAD SHX Text

ARCHITECTURAL/MEP&T*

AutoCAD SHX Text

STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

AutoCAD SHX Text

SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

AutoCAD SHX Text

EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

AutoCAD SHX Text

GRADING & DRAINAGE PLAN AREA 5

AutoCAD SHX Text

CG105

AutoCAD SHX Text

JGS

AutoCAD SHX Text

DBH

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 30 feet

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 6 - SHEET CG106

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

MAJOR CONTOUR

AutoCAD SHX Text

MINOR CONTOUR

AutoCAD SHX Text

CONSTRUCTION LINE LIMITS

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

FINISHED GRADE PITCH

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WETLAND DELINEATION

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PROPOSED STORM DRAIN

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PROPOSED CATCH BASIN/MANHOLE

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NORTH

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KEY PLAN (N.T.S.)

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MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 7 - SHEET CG107

AutoCAD SHX Text

MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 6 - SHEET CG106

AutoCAD SHX Text

MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 7 - SHEET CG107

AutoCAD SHX Text

MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 3 - SHEET CG103

AutoCAD SHX Text

MATCHLINE SEE GRADING & DRAINAGE PLAN AREA 3 - SHEET CG103

AutoCAD SHX Text

1. SEE NOTES ON CG100. SEE NOTES ON CG100. 2. SEE SHEET CG114 FOR TEMPORARY SEE SHEET CG114 FOR TEMPORARY FACILITIES GRADING AND DRAINAGE RESTORATION PLAN.

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WETLAND ADJACENT AREA BOUNDARY

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EXISTING MAJOR CONTOUR…

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File details come from the government source that posted it. Updated May 19, 2021.