Civil Plans B140 2-10-2017.pdf

New 6" SDR 17 HDPE gravity sewer

New 6" DI INV. =308.30

New 6" SDR 17 HDPE s=0.015

New 6" PVC SDR 35 gravity sewer. s=0.01 or SDR 17 HDPE

New 6" PVC SDR 35 gravity sewer. s=0.023

New 6" PVC SDR 35 gravity sewer. s=0.100New Inv in 292.37 6" PVC or PVC SDR 35

New 6" SDR 17 HDPE gravity sewer. s=0.015

Contractor shall use all means necessary to protect ex.

communication lines and existing underground infrastructures.

New SMh#2 Rim 324.7±

Inv in 306.82 Inv. out 306.72

New SMh#3 Rim 325.0±

Inv in 305.00 Inv. out 304.90

New SMh#4 Rim 324.0± Inv in 303.73 Inv. out 303.63

New SMh#5 Rim 312.5± Inv in 302.30 Inv. out 302.20

New SMh#6 Rim 304.0±

Inv in 298.50 Inv. out 298.40

Core and boot new penetration in existing manhole.

Cut and cap existing 4" sewer.

New SMh#1 Rim 325.1

Inv in 308.00 Inv. out 307.90

Contractor to horizontal bore from

SMh#2 to SMh#3.

Contractor to restore all disturbed sidewalk

Proposed passive barrier.

Shown for coordination purposes only.

New 6" ductile iron sewer line from B140 to New SMh#1. To be pushed from SMh#1 to B140, S=0.015

Contractor must locate and preserve existing fiber optic line prior to start of construction.

C-1 Contractor shall provide all neccesary sheeting and shoring to protect the existing foundation wall

C O N S U L T A N T S

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

CIVIL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-8660-8403

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

STRUCTURAL

SCALE: 1" = 10'

R E V I S I O N S

CHECKED: MJB

DATE:

P R O J E C T

DRAWN: SWH

VERMONT AIR

NATIONAL

GUARD

FEBRUARY 10, 2017

P: 8 0 2 * 8 6 3 * 2 2 2 7

F: 8 0 2 * 8 6 3 * 0 0 9 3

ALVAR E Z

A R C H I T E C T S

SIENKIEWYCZ

S M I T H

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 05401

MECHANICAL/

ELECTRICAL:

SAS PROJECT NO. 0705

CURZ 152813

ALTER B-140

SQUAD OPS

FACILITY

SOUTH BURLINGTON,

VERMONT

SITE PLAN

Gravity Sewer Line

B140

KL - PROJECT NO: 16116

Proposed building entrance improvements. Shown for coordination purposes only.

Relocate existing transformer. Shown for coordination purposes only.

Restore existing concrete sidewalk and subbase.

Remove and dispose of (2) trees and stumps. x x

(verify invert)

(verify invert) x

Contractor to verify benchmark prior to construction or use.

AutoCAD SHX Text S

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AutoCAD SHX Text 1 " Main + 5 str. wire14" Main + 5 str. wire

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text 1 " Main + 8 str. wire14" Main + 8 str. wire

AutoCAD SHX Text 3' deep

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text 1 " Main + 13 str. wire14" Main + 13 str. wire

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AutoCAD SHX Text Falcon Street

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AutoCAD SHX Text Ex. Power Units

AutoCAD SHX Text Existing pavement

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AutoCAD SHX Text Ex. lilac

AutoCAD SHX Text 3" maple

AutoCAD SHX Text 4" maple

AutoCAD SHX Text 4" maple

AutoCAD SHX Text Retaining wall

AutoCAD SHX Text Ex. CB11 Rim 317.79 Inv. in 306.65 (30" RCP) Inv. in 307.85 (12" ADS) Inv. in 310.25 (12" PVC) Inv. out 307.85 (15"CMP)

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text topo5437

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AutoCAD SHX Text Concrete

AutoCAD SHX Text Building 170

AutoCAD SHX Text Existing Electrical pads

AutoCAD SHX Text Ex. CB29 Rim=323.40'

AutoCAD SHX Text Existing parking

AutoCAD SHX Text Existing concrete pads

AutoCAD SHX Text Ex. Comm. Vaults

AutoCAD SHX Text Ex. Electrical Vaults

AutoCAD SHX Text com

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AutoCAD SHX Text Existing concrete pad

AutoCAD SHX Text C

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AutoCAD SHX Text Building 150

AutoCAD SHX Text 10" clay

AutoCAD SHX Text Existing Pavement

AutoCAD SHX Text Existing grassed surface

AutoCAD SHX Text Existing concrete pads

AutoCAD SHX Text Existing asphalt pavement

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AutoCAD SHX Text Monitor well

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AutoCAD SHX Text Existing electric manhole

AutoCAD SHX Text Ex. concrete sidewalk

AutoCAD SHX Text com

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AutoCAD SHX Text topo1693

AutoCAD SHX Text 12" Oak

AutoCAD SHX Text 4" Spruce

AutoCAD SHX Text D

AutoCAD SHX Text

ICV

AutoCAD SHX Text Existing Electrical Manhole Rim 323.63

AutoCAD SHX Text Existing Electrical MH Rim 323.97

AutoCAD SHX Text Existing Communications manhole

AutoCAD SHX Text Ex. CB Rim 316.61 Inv. in 308.48 Inv. in 308.28 Inv. out 308.18

AutoCAD SHX Text 6" Blue Spruce

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ex. concrete

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AutoCAD SHX Text Transformer pads

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ex. transformer pad

AutoCAD SHX Text 6" Blue Spruce

AutoCAD SHX Text

CB

AutoCAD SHX Text Building 310

AutoCAD SHX Text NCO Drive

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AutoCAD SHX Text Monitor well

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AutoCAD SHX Text C

AutoCAD SHX Text com

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AutoCAD SHX Text Existing comm. manhole

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text Ex. CB11A Rim 322.70

AutoCAD SHX Text C

AutoCAD SHX Text Sign

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AutoCAD SHX Text m

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AutoCAD SHX Text Existing EMH Rim 309.91

AutoCAD SHX Text Comm MH Rim 325.94

AutoCAD SHX Text Ex. CB

AutoCAD SHX Text Ex. CB

AutoCAD SHX Text Ex. CB11D Rim 324.36

AutoCAD SHX Text Ex. DMH15 Rim 322.19 Inv. in 317.79 (12" PVC) Inv. in 316.74 (24" CMP) Inv. out 316.49 (24" CMP)

AutoCAD SHX Text Ex. CB28 Rim=325.18'

AutoCAD SHX Text

CB30

AutoCAD SHX Text Ex. CB11C Rim 324.31

AutoCAD SHX Text Ex. CB11B Rim 323.62

AutoCAD SHX Text Ex. CB (DMH16) Rim 324.54 Inv. in 318.58 (12" RCP) Inv. out 318.48 (12" PVC))

AutoCAD SHX Text TBM Hydrant Northerly bonnet bolt with tab Elev. = 325.73

AutoCAD SHX Text TBM Hydrant northerly bonnet bolt Elev. = 326.95

AutoCAD SHX Text Sign

AutoCAD SHX Text Ex. vault

AutoCAD SHX Text Existing pavement

AutoCAD SHX Text Existing CB48

AutoCAD SHX Text Ex. crosswalk

AutoCAD SHX Text Ex. crosswalk

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AutoCAD SHX Text NEW CB I Rim 323.66 Inv In 318.35(S) Inv Out 318.25(N)

AutoCAD SHX Text CB K Rim 324.05 Inv In 319.60(S) Inv In 318.68(E) Inv Out 318.58

AutoCAD SHX Text CB M Rim 324.29 Inv Out 319.79

AutoCAD SHX Text CB L Rim 324.26 Inv In 319.61 Inv Out 319.60

AutoCAD SHX Text CB N Rim 324.51 Inv Out 319.00

AutoCAD SHX Text CB O Rim 324.66 Inv In 317.76(N) Inv In 317.66(W) Inv Out 317.61(S)

AutoCAD SHX Text

1 12" HDPE

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12" HDPE

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15" HDPE

AutoCAD SHX Text 15" HDPE s=0.003

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15" HDPE

AutoCAD SHX Text CB R Rim 323.89 Inv Out 318.19

AutoCAD SHX Text 15" HDPE s=0.005

AutoCAD SHX Text Existing CB12 Rim 321.16 Inv. in 316.45 (12"AC) Inv. in 316.41 (24"CMP) Inv. in 316.37 (18"ACMP Inv. out 316.01 (15" CMP) Inv. in 316.29(15")

AutoCAD SHX Text Existing CB9C Rim 304.29 Inv. in 299.22 (4" PVC) Inv. in 293.62 (30" RCP) Inv. out 293.52 (30" RCP) New Inv In 299.37 (12"HDPE)

AutoCAD SHX Text Ex. CB9 New Rim 302.03 Inv. in 291.42 Inv. out 291.27

AutoCAD SHX Text Ex. CB9B Rim 308.66 Inv in 304.06 (12"HDPE)

AutoCAD SHX Text ramp

AutoCAD SHX Text ramp

AutoCAD SHX Text CB U Rim 310.30 Inv Out 304.70

AutoCAD SHX Text Inv. in 306.32 (4" SDR) Inv. in 300.37 (30" RCP) Inv. out 300.22 (30" RCP)

AutoCAD SHX Text CB V Rim 308.42 Inv Out 304.27

AutoCAD SHX Text 12" HDPE s=0.03

AutoCAD SHX Text ramp

AutoCAD SHX Text ramp

AutoCAD SHX Text ramp

AutoCAD SHX Text Existing paved drive

AutoCAD SHX Text

TOC 303.50

AutoCAD SHX Text

TOC 303.00

AutoCAD SHX Text flush

AutoCAD SHX Text CB W Rim 304.02 Inv Out 299.49

AutoCAD SHX Text 12" HDPE s=0.05

AutoCAD SHX Text Building 170

AutoCAD SHX Text Building 120

AutoCAD SHX Text 12" HDPE s=0.012

AutoCAD SHX Text 12" HDPE s=0.008

AutoCAD SHX Text 12" HDPE s=0.015

AutoCAD SHX Text CB Q Rim 324.23 Inv In 317.22(N) Inv In 317.12(W) Inv Out 317.07(S)

AutoCAD SHX Text ramp

AutoCAD SHX Text Ex. CB13 Rim 322.04 Inv. out 319.49(12")

AutoCAD SHX Text ramp

AutoCAD SHX Text ramp

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AutoCAD SHX Text CB S Rim 321.88 Inv In 316.61(N) Inv Out 316.56(S)

AutoCAD SHX Text m

AutoCAD SHX Text Ex. CB27 Rim 322.94 Inv. out 317.9±

AutoCAD SHX Text Ex. CB29A Rim 323.77 Inv out. 320.42

AutoCAD SHX Text CB P Rim 324.60 Inv In 319.60 Inv Out 319.35

AutoCAD SHX Text 12" HDPE s=0.022

AutoCAD SHX Text x325.08

AutoCAD SHX Text x325.06

AutoCAD SHX Text x325.48

AutoCAD SHX Text x323.91

AutoCAD SHX Text x322.72

AutoCAD SHX Text x323.16

AutoCAD SHX Text x324.86

AutoCAD SHX Text 320.46x

AutoCAD SHX Text 317.50x

AutoCAD SHX Text 315.50x

AutoCAD SHX Text 306.87x

AutoCAD SHX Text x324.95

AutoCAD SHX Text x325.21

AutoCAD SHX Text x325.21

AutoCAD SHX Text Inv. in 306.61 (4"PVC) Inv. in 298.51 (30" RCP) Inv. out 298.36 (30" RCP)

AutoCAD SHX Text Ex. CB910 Rim 310.25 Inv in 304.40 (12"HDPE)

AutoCAD SHX Text 12" HDPE s=0.02

AutoCAD SHX Text

FF = 327.34

AutoCAD SHX Text

4" SDR

AutoCAD SHX Text st

AutoCAD SHX Text

4" SDR

AutoCAD SHX Text Exisitng DMH Rim 325.00 Inv. in 320.35 (4" SDR)

AutoCAD SHX Text st

AutoCAD SHX Text D

AutoCAD SHX Text Permitted not constructed stormwater infiltration chambers, Stormtech SC-740 or approved equal.

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AutoCAD SHX Text Permitted 6" PVC SDR 35 storm

AutoCAD SHX Text Permitted 12" PVC SDR 35 storm

AutoCAD SHX Text D

AutoCAD SHX Text Ex. 8" clay

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text 4" C.I. sanitary Inv. 323.0

AutoCAD SHX Text 4" C.I.

AutoCAD SHX Text Ex. SMH

AutoCAD SHX Text Ex. Concrete

AutoCAD SHX Text

ex. sanitary service

AutoCAD SHX Text 4" sewer

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AutoCAD SHX Text Ex. Canopy

AutoCAD SHX Text Ex. Canopy

AutoCAD SHX Text X FF=314.3 (basement)

AutoCAD SHX Text Septic Pump Station

AutoCAD SHX Text X FF Pumping Vault =306.0

AutoCAD SHX Text Existing SMH Rim 324.07

AutoCAD SHX Text Inv. in 319.07' (6"PVC) Inv. in 318.02' (8"clay) Inv. out 317.97 (8"clay)

AutoCAD SHX Text Existing SMH Rim 324.91

AutoCAD SHX Text Inv. in 320.31 (6"PVC) Inv. in 319.81' (8"clay) Inv. out 319.71 (8"clay)

AutoCAD SHX Text Existing SMh Rim 305.62

AutoCAD SHX Text Inv. in 295.02 (6"PVC) Inv. out 294.97 (6"PVC)

AutoCAD SHX Text com

AutoCAD SHX Text com

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AutoCAD SHX Text S

AutoCAD SHX Text Existing granite base for jet display

AutoCAD SHX Text Existing SMh Rim 301.07 Existing Inv. in 291.37 (6"PVC) Existing Inv. out 290.87 (6"PVC)

AutoCAD SHX Text

ex. 6" PVC

AutoCAD SHX Text ugp

AutoCAD SHX Text ugp

AutoCAD SHX Text

ex. concrete walk

AutoCAD SHX Text Ex. 4" DI Inv. =308.30

AutoCAD SHX Text Ex. Inv. 4" DI=320.4

AutoCAD SHX Text 4" cherry

AutoCAD SHX Text

ex. landscaping

AutoCAD SHX Text

ex. landscaping

AutoCAD SHX Text st

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AutoCAD SHX Text

ex. conc. walk

AutoCAD SHX Text 4" cherry

AutoCAD SHX Text

ex. landscaping

AutoCAD SHX Text 326.28x

AutoCAD SHX Text Gas meter

AutoCAD SHX Text 325.99x

AutoCAD SHX Text 325.35x

AutoCAD SHX Text 325.09x

AutoCAD SHX Text 324.57x

AutoCAD SHX Text x 324.79 ff

AutoCAD SHX Text x327.01

AutoCAD SHX Text x326.80

AutoCAD SHX Text Ex.Tele. Vault

AutoCAD SHX Text

ex. landscaping

AutoCAD SHX Text Ex.Concrete monument

AutoCAD SHX Text 12" Pine

AutoCAD SHX Text 8" tree

AutoCAD SHX Text tree

AutoCAD SHX Text 8" tree

AutoCAD SHX Text 8" tree

AutoCAD SHX Text

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AutoCAD SHX Text N

AutoCAD SHX Text Vermont State Plane

AutoCAD SHX Text Grid North (NAD83)

AutoCAD SHX Text Legend

AutoCAD SHX Text

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AutoCAD SHX Text Notes:

AutoCAD SHX Text

1. This plan is not a boundary survey. The property lines shown are This plan is not a boundary survey. The property lines shown are considered approximate. 2. The underground utilities shown on this plan are based on visible utilities The underground utilities shown on this plan are based on visible utilities located during a topographic survey performed by Krebs & Lansing in 12/2015 and 1/2016 and AutoCAD utility mapping files provided by Vermont Air National Guard. Underground utilities are approximate and not warranted to be exact or complete. Dig Safe, Vermont Air National Guard, and other non-member utilities shall be contacted at least 48 hours prior to any excavation. 3. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. Contractor must verify bench marks prior to using. 4. Project Horizontal Coordinates derived from GPS observation using Project Horizontal Coordinates derived from GPS observation using reference frame NAD83 (2011) 2010.00 epoch. 5. Site information shown outside of the survey limits was taken from Site information shown outside of the survey limits was taken from previous plans by Krebs and Lansing, and is shown with dashed line type and should be considered approximate. 6. Location of monitor wells, air sparge wells, air extraction wells, and Location of monitor wells, air sparge wells, air extraction wells, and process trenches shown is based on a record drawing AutoCAD file provided by the Vermont Air National Guard and is not warranted to be exact or complete. Contact Contracting Officer's Representative for more information. 7. This plan is for gravity sewer improvements related to Building 140 only. This plan is for gravity sewer improvements related to Building 140 only.

AutoCAD SHX Text Existing Overhead Electric Line/Power Pole

AutoCAD SHX Text Existing Overhead Utility

AutoCAD SHX Text Existing Sewer Line/Manhole

AutoCAD SHX Text Existing Storm Line/Manhole/Basin

AutoCAD SHX Text Existing Guardrail

AutoCAD SHX Text Existing Gas Line/Valve

AutoCAD SHX Text Existing Chain Link Fence

AutoCAD SHX Text Existing Underground Power

AutoCAD SHX Text Existing Water Line/Hydrant/Valve/Shutoff

AutoCAD SHX Text Approximate Property Line

AutoCAD SHX Text

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AutoCAD SHX Text Survey Control Point

AutoCAD SHX Text Existing Sign

AutoCAD SHX Text Existing Light Pole

AutoCAD SHX Text Existing Deciduous Tree

AutoCAD SHX Text Existing Evergreen Tree

AutoCAD SHX Text Existing Spot Grade Elevation

AutoCAD SHX Text Existing Tree Line

AutoCAD SHX Text Existing Contour

AutoCAD SHX Text

AutoCAD SHX Text Existing Subsurface Process Trench (See Note #6)

AutoCAD SHX Text Existing Barbed Wire Fence

AutoCAD SHX Text Existing Stockade Fence

AutoCAD SHX Text Existing Underground Electric & Telephone Line

AutoCAD SHX Text Existing Communications Line

AutoCAD SHX Text Existing Site Lite Line

AutoCAD SHX Text mw

AutoCAD SHX Text Monitor Well or Air Sparge Well (See Note #6)

AutoCAD SHX Text Soil Vapor Extraction Well (See Note #6)

AutoCAD SHX Text mw

AutoCAD SHX Text MPE Well with Concrete Apron (See Note #6)

AutoCAD SHX Text i

AutoCAD SHX Text Existing Irrigation System (abandoned)

AutoCAD SHX Text i

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AutoCAD SHX Text Bar Scale

AutoCAD SHX Text 1" = '

AutoCAD SHX Text

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text Proposed Sewer Line/Manhole

AutoCAD SHX Text S

AutoCAD SHX Text Erect barrier fencing prior to start of construction

AutoCAD SHX Text

1. Verify existing B140 sewer invert and location prior to construction. Verify existing B140 sewer invert and location prior to construction. 2. Do not remove existing sewage ejector, until new sewer line has been Do not remove existing sewage ejector, until new sewer line has been installed and tested. 3. Cut 2' hole in existing foundation wall 18" above and 6" below existing Cut 2' hole in existing foundation wall 18" above and 6" below existing building sewer line. 4. Push new 6" sewer line from SMh#1, maintain 1.5% slope. Push new 6" sewer line from SMh#1, maintain 1.5% slope. 5. Connect new line to existing line and install a cleanout. Connect new line to existing line and install a cleanout. 6. Restore wall penetration with sewer bricking. Grout all voids. Restore wall penetration with sewer bricking. Grout all voids. 7. The Contractor shall use all means necessary, including but not The Contractor shall use all means necessary, including but not limited to, bypass pumping to maintain sewer service for building 140 while installing the new gravity sewer line.

AutoCAD SHX Text Contractor shall remove and dispose of existing tree.

AutoCAD SHX Text Contractor shall sawcut all pavement to be removed. Restore all subbase and pavement to existing conditions.

AutoCAD SHX Text DWGS:16116/VTANG B140-2016-gravity sewer.dwg

AutoCAD SHX Text Approximate Location of Sending/Recieving Pit for Horizontal Boring

AutoCAD SHX Text

- Contractor shall make connection to existing B140 building sewer Contractor shall make connection to existing B140 building sewer line in the existing sewer ejector pit, located in the basement of B140, with a DI solid sleeve. - Contractor shall verify sewer inverts and location before installing Contractor shall verify sewer inverts and location before installing new gravity sewer line. - Contractor shall remove existing sewer ejector pump station and Contractor shall remove existing sewer ejector pump station and appurtenances. Provide water tight seal at building penetrations. - Contractor may choose means and methods utilizing "sheeting and Contractor may choose means and methods utilizing "sheeting and shoring" or "jack and bore" to install the new sewer line from B140 to New SMh#1. The Contractor shall submit a plan, outlining means and methods for installing the sewer line, prepared by a Vermont Licensed Engineer to Contracting Officer's Representative for review and comments before work commences. It shall be the Contractors sole responsibility to install and connect the new sewer line, to preserve existing structures and existing infrastructure to ensure no voids are created by sewer line installation, to achieve 95% compaction (Modified Proctor) in all back filled excavations and to do so at no additional cost to the Owner.

AutoCAD SHX Text Existing concrete pad/sidewalk

AutoCAD SHX Text Existing paved walk

AutoCAD SHX Text Pavement and Subbase Restoration Areas

AutoCAD SHX Text Proposed concrete pad

AutoCAD SHX Text Existing fiber optic feed (Fairpoint)

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NO 5440

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AutoCAD SHX Text N

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AutoCAD SHX Text C

AutoCAD SHX Text A

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AutoCAD SHX Text B

AutoCAD SHX Text U

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AutoCAD SHX Text K

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text Permitted but not constructed stormwater infiltration chambers Existing tree to be removed Preconstruction test pit to identify location, depth, size and condition of existing underground utilities.

New SMh#2 Rim 324.7 Inv. in = 306.82 Inv. out = 306.72

New 6" HDPE SDR 17 PVC sewer line

St ati on 1+

New SMh#3 Rim 325.1 Inv. in = 305.00 Inv. out = 304.90

New SMh#4 Rim 324.0 Inv. in = 303.73 Inv. out = 303.63

New SMh#5 Rim 312.5 Inv. in = 302.30 Inv. out = 302.20 New SMh#6

Rim 304.0 Inv. in = 298.50

Inv. out = 298.40 s=0.015 New 6" HDPE SDR 17 (horizontal bore) New 6" PVC gravity sewer line s=0.010 New 6" PVC SDR 35 gravity sewer line s=0.023 New 6" PVC SDR 35 gravity sewer lines=0.100

New Inv. in = 292.37 Core and boot

St ati on 2+

St ati on 3+

St ati on 4+

St ati on 6+

01New SMh#1 Rim 325.0 Inv. in = 308.00 Inv. out = 307.90St ati on

0+

New 6" ductile iron or HDPE Sch80 PVC sewer s=0.0143

New 6" HDPE SDR 17 PVC sewer line s=0.015 s=0.015, SDR 35 PVC (open cut)

Station 0+06

C-2

PROFILE

DETAILS

Gravity Sewer Line

B140

C O N S U L T A N T S

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

CIVIL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-8660-8403

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

STRUCTURAL

SCALE: AS NOTED

R E V I S I O N S

CHECKED: MJB

DATE:

P R O J E C T

DRAWN: SWH

VERMONT AIR

NATIONAL

GUARD

P: 8 0 2 * 8 6 3 * 2 2 2 7

F: 8 0 2 * 8 6 3 * 0 0 9 3

ALVAR E Z

A R C H I T E C T S

SIENKIEWYCZ

S M I T H

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 05401

MECHANICAL/

ELECTRICAL:

SAS PROJECT NO. 0705

CURZ 152813

ALTER B-140

SQUAD OPS

FACILITY

SOUTH BURLINGTON,

VERMONT

KL - PROJECT NO: 16116

FEBRUARY 10, 2017

AutoCAD SHX Text Existing conc. wall

AutoCAD SHX Text 2- existing irrigation lines

AutoCAD SHX Text Ex. SMh Rim 301.07 Inv. in = 291.37 Inv. out = 290.37

AutoCAD SHX Text

ex. elec.

AutoCAD SHX Text

ex. gas

AutoCAD SHX Text existing irrigation line

AutoCAD SHX Text

ex. gas

AutoCAD SHX Text

ex. 8" clay sanitary service

AutoCAD SHX Text existing irrigation line

AutoCAD SHX Text

ex. elec.

AutoCAD SHX Text

ex. 12" watermain

AutoCAD SHX Text

ex. 15" storm

AutoCAD SHX Text

ex. 4" & 12" storm

AutoCAD SHX Text

ex. 12" storm

AutoCAD SHX Text

ex. elec.

AutoCAD SHX Text

ex. elec.

AutoCAD SHX Text Ex. electrical lines (4)

AutoCAD SHX Text existing 6" DI sanitary

AutoCAD SHX Text Face of Building 140

AutoCAD SHX Text

ex. 15" storm

AutoCAD SHX Text

ex. elec.

AutoCAD SHX Text Bar Scale

AutoCAD SHX Text 1" = '

AutoCAD SHX Text

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 120'

AutoCAD SHX Text Existing ground

AutoCAD SHX Text Scales: Horizontal: 1" = 20' Horizontal: 1" = 20' Vertical: 1" = 2'

AutoCAD SHX Text Contractor may install new sanitary line by horizontal boring or by open trench method from SMH#3 to the Existing SMh. Use SHDPE SDR 17 pipe if horizontal boring is used. Use SDR 35 PVC pipe when opening cut is used.

AutoCAD SHX Text Sanitary Installation Notes

AutoCAD SHX Text

- Contractor shall make connection to existing B140 building sewer Contractor shall make connection to existing B140 building sewer line in the existing sewer ejector pit, located in the basement of B140, with a DI solid sleeve. - Contractor shall verify sewer inverts before installing new gravity Contractor shall verify sewer inverts before installing new gravity sewer line. - Contractor shall remove existing sewer ejector pump station and Contractor shall remove existing sewer ejector pump station and appurtenances. Provide water tight seal at building penetrations. - Contractor may choose means and methods utilizing "sheeting and Contractor may choose means and methods utilizing "sheeting and shoring" or "jack and bore" to install the new sewer line from B140 to New SMh#1. The Contractor shall submit a plan, outlining means and methods for installing the sewer line, prepared by a Vermont Licensed Engineer to Contracting Officers Representative for review and comments before work commences. It shall be the contractors sole responsibility to install and connect the new sewer line, to preserve existing structures, existing infrastructure to ensure no voids are created by sewer line installation, to achieve 95% compaction (Modified Proctor) in all back filled excavations and to do so at no additional cost to the Owner.

AutoCAD SHX Text Approximate existing footing. Contractor shall provide all necessary sheeting and shoring to protect footings.

AutoCAD SHX Text

1.6 mm (1/16") tolerance

AutoCAD SHX Text Smooth cut existing bit. pavement prior to paving.

AutoCAD SHX Text pavement (63.5 mm (2 1/2" ) minimum)

AutoCAD SHX Text Patching of Existing Bituminous Pavement

AutoCAD SHX Text

5. Apply liquid asphalt tack to vertical faces in a uniform manner.

AutoCAD SHX Text

7. Clean up area. Do not leave excess fill or excavated material

AutoCAD SHX Text

6. Fill top of hole with type III bituminous concrete and compact

AutoCAD SHX Text

2. Reshape hole and patch area by cutting with a concrete saw

AutoCAD SHX Text

4. Remove all loose material and thoroughly sweep the hole area

AutoCAD SHX Text

3. Backfill trench in 152 mm (6") lifts and compact each lift to

AutoCAD SHX Text

1. Set up and maintain signs and other safety control devices..

AutoCAD SHX Text into square or rectangular shape and cut side faces vertically.

AutoCAD SHX Text 95% of maximum density of optimum moisture content as

AutoCAD SHX Text Reshape downward solid material and around hole to sound

AutoCAD SHX Text determined by AASHTO-T-99 modified proctor.

AutoCAD SHX Text clean of mud and standing water.

AutoCAD SHX Text pavement.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text prior to paving.

AutoCAD SHX Text thoroughly cleaned

AutoCAD SHX Text All joints shall be

AutoCAD SHX Text and coated with

AutoCAD SHX Text emulsified asphalt

AutoCAD SHX Text (1') min.

AutoCAD SHX Text 3,660 mm

AutoCAD SHX Text Thickness of existing

AutoCAD SHX Text on the pavement. Remove safety signs.

AutoCAD SHX Text Do not puddle tack coat on bottom of hole.

AutoCAD SHX Text thoroughly compacted with a vibratory plate compactor or a

AutoCAD SHX Text are necessary to ensure good compaction. Hand tamp should only

AutoCAD SHX Text an 8 ton vibratory roller and mix temperature above 250%%dF (121%%dC)

AutoCAD SHX Text portable roller. Experience has shown that 15 to 20 passes with

AutoCAD SHX Text in lifts no more than 51 mm (2") thick. Each lift should be

AutoCAD SHX Text be used for small areas (less than 1 s.f.) (0.09 sq. m)

AutoCAD SHX Text Existing bit.

AutoCAD SHX Text or both sides.

AutoCAD SHX Text paving on one

AutoCAD SHX Text Trench Excavation

AutoCAD SHX Text Existing gravel

AutoCAD SHX Text subbase

AutoCAD SHX Text Thickness of existing gravel (407 mm (16") minimum dense graded crushed gravel per Vt. AOT spec. 704.05A)

AutoCAD SHX Text Perform compaction tests every 15,240 mm (50 linear feet) of trench horizontally, at 610 mm (2 foot) intervals vertically.

AutoCAD SHX Text The location and size of existing underground utilities is not warranted to be exact or complete. The Contractor shall field locate all utilities and shall contact the affected utility company and the Contracting Officer's representative prior to making any hook ups. The Contractor shall be solely responsible for all existing utilities and their uninterrupted services. If existing utilities are damaged, the Contractor shall immediately repair the utility to its original condition or better at their own cost. All off-site backfill, sheeting and shoring, dewatering, clearing and grubbing, erosion control, dust control, traffic control, grading and all incidentals shall be included as part of the required work.

AutoCAD SHX Text The Contractor shall verify all temporary bench marks before use.

AutoCAD SHX Text The Contractor shall sawcut all existing pavement to be removed. The Contractor shall

AutoCAD SHX Text minimize the pavement area disturbance from trench excavation and/or regrading.

AutoCAD SHX Text The Contractor shall call Dig Safe and Vermont Air National Guard Dig Safe prior to

AutoCAD SHX Text The Contractor shall verify all utility intersections and contact Contracting Officer's

AutoCAD SHX Text disturbed areas shall be loamed and mulched until permanent ground cover is

AutoCAD SHX Text paving, and other incidentals are included as part of the required work. All

AutoCAD SHX Text Repair of all disturbed areas, grading, seeding, mulching, repair of roads and curbs, AutoCAD SHX Text 15.

AutoCAD SHX Text 10.

AutoCAD SHX Text 11.

AutoCAD SHX Text 12.

AutoCAD SHX Text 14.

AutoCAD SHX Text 13.

AutoCAD SHX Text representative with conflicts.

AutoCAD SHX Text established.

AutoCAD SHX Text any excavation.

AutoCAD SHX Text The Contractor shall be responsible for all work and materials shown and required to make the job complete. These drawings do not show every fitting or appurtenance.

AutoCAD SHX Text The Contractor shall not disturb any existing ground after October 15th and until April 15th, unless approved by the Contracting Officer's representative.

AutoCAD SHX Text Site Work Construction Notes

AutoCAD SHX Text All area disturbed and all areas within the clearing limits shall

AutoCAD SHX Text be graded and covered with a minimum of 102 mm (4") of compacted loam

AutoCAD SHX Text topsoil. The areas to be loamed shall be free and clear of roots, AutoCAD SHX Text waste material and other deleterious material. Topsoil shall be spread

AutoCAD SHX Text and lightly compacted to a depth of 102 mm (4"). Topsoil shall be approved

AutoCAD SHX Text by the Contracting Officer's representative. All side slopes are to be loamed.

AutoCAD SHX Text All cut slopes shall be no steeper than 3h on 1v. All fill slopes

AutoCAD SHX Text Temporary silt fence shall be erected prior to any clearing or construction.

AutoCAD SHX Text Fencing may be erected in phases, but in no case shall construction

AutoCAD SHX Text Owner for preservation of existing trees. These areas shall be the

AutoCAD SHX Text Contractor's responsibility to insure no damage is done to designated trees.

AutoCAD SHX Text Slope stability based upon unsaturated soil conditions. If during

AutoCAD SHX Text construction saturated soils are encountered, contact the Contracting

AutoCAD SHX Text of clearing precede fencing. Special areas may be designated by the

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text Officer's representative immediately.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 6.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text shall be no steeper than 2.5h on 1v.

AutoCAD SHX Text The methods and materials of construction shall conform to the standards of the VTrans Standard Specification for Construction and the Vermont Air National Guard, all work shall be in conformance with all permits and approvals issued for the project. In case of conflict, the more stringent specification shall apply. All work shall be done in a workmanlike manner.

AutoCAD SHX Text The workmen and public shall be protected by the Contractor from any and all hazards connected with the construction work. Open trenches, materials, or equipment within the working limits are to be guarded by the use of adequate barricades or flagmen. All barricades left in position overnight are to be properly lighted. Kerosene pots are not acceptable. When work narrows the usable pavement to one lane, flagmen shall be employed to aid the flow of traffic so that there will be no undue delays. The Contractor shall be held responsible for the safety of all workmen and the general public and all damages to property occurring from or upon the work occasioned by negligence or otherwise growing out of a failure on the part of the Contractor to protect persons or property from hazards of open trenches, materials, or equipment at any time of the day or night within the working area. All work shall be in conformance to OSHA regulations, Title 19, Parts 1926.651 and 1926.652, and applicable to VOSHA regulations.

AutoCAD SHX Text Class B 3000 p.s.i. concrete

AutoCAD SHX Text Restoration of Sidewalk Detail

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

20.8 mm/m (1/4" per ft)

AutoCAD SHX Text thickness varies -refer to plan

AutoCAD SHX Text varies - see Site Plan

AutoCAD SHX Text sidewalk (typical)

AutoCAD SHX Text Broom finish concrete

AutoCAD SHX Text Provide expansion joint where sidewalk meets asphalt or concrete pavement

AutoCAD SHX Text Expansion joint every 457 mm (15') sawcut 25.4 mm (1") deep every 153 mm (5') or as shown on architectural plans.

AutoCAD SHX Text 152 mm (6")

AutoCAD SHX Text 152 mm (6")

AutoCAD SHX Text 305 mm (12") Crushed gravel subbase (704.05A, fine). Compact to 95% Standard Proctor

AutoCAD SHX Text Crossings: Sewers crossing water mains shall be laid beneath the water main with at least 18 inches vertical clearance between the outside of the sewer and the outside of the water main.

AutoCAD SHX Text 18" (45.7 cm) separation shall be maintained whether water is over or under sewer. If this distance cannot be obtained, then the pipes shall be installed according to EPR Chapter 1, 11b.

AutoCAD SHX Text Sewer / Water Separation Detail

AutoCAD SHX Text 18" min. (45.7 cm)

AutoCAD SHX Text in 6" (15.2 cm) layers-95% standard

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 3.

AutoCAD SHX Text Select backfill compacted

AutoCAD SHX Text proctor density.

AutoCAD SHX Text Water main

AutoCAD SHX Text Sewer

AutoCAD SHX Text Sewers shall be laid at least 10 feet (3.0 m) horizontally from any existing or proposed water main. The distance shall be measured edge to edge. If this distance cannot be obtained, then the pipes shall be installed according to EPR, Chapter 1, Appendix 1A, 11a.

AutoCAD SHX Text The location of sewer mains in relation to water mains shall be in accordance with the "Recommended Standards for Sewage Works" so-called Ten State Standards and Water Supply Rules.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text mound slightly

AutoCAD SHX Text responsible for complying

AutoCAD SHX Text paved

AutoCAD SHX Text frozen lumps, clay or organic material.

AutoCAD SHX Text than 76 mm (3") in diameter, no

AutoCAD SHX Text contain no stones greater

AutoCAD SHX Text Onsite backfill material shall

AutoCAD SHX Text Place in 305 mm (12") lifts and

AutoCAD SHX Text compact as indicated.

AutoCAD SHX Text Typical Sewer Line Trench Detail

AutoCAD SHX Text standard

AutoCAD SHX Text proctor

AutoCAD SHX Text 95%

AutoCAD SHX Text Bedding, haunching, and

AutoCAD SHX Text initial backfill

AutoCAD SHX Text crushed stone

AutoCAD SHX Text Undisturbed material

AutoCAD SHX Text (6")

AutoCAD SHX Text D

AutoCAD SHX Text (2")

AutoCAD SHX Text standard

AutoCAD SHX Text proctor

AutoCAD SHX Text 95%

AutoCAD SHX Text regulations.

AutoCAD SHX Text with OSHA - VOSHA

AutoCAD SHX Text 51 mm

AutoCAD SHX Text 152 mm

AutoCAD SHX Text

(AASHTO-T-99)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text for initial backfill.

AutoCAD SHX Text Use on site sand

AutoCAD SHX Text PVC SDR 35 or HDPE sanitary

AutoCAD SHX Text 914 mm min. cover (typical)

AutoCAD SHX Text Bedding

AutoCAD SHX Text Haunching

AutoCAD SHX Text backfill

AutoCAD SHX Text Initial

AutoCAD SHX Text (3 ft.)

AutoCAD SHX Text paving to match existing

AutoCAD SHX Text unpaved

AutoCAD SHX Text The Contractor shall be

AutoCAD SHX Text D+2'

AutoCAD SHX Text subbase materials in area with

AutoCAD SHX Text See construction note regarding

AutoCAD SHX Text surfaces

AutoCAD SHX Text concrete or bituminous paved

AutoCAD SHX Text Typical Precast Sewer Manhole

AutoCAD SHX Text Undisturbed material

AutoCAD SHX Text Asphalt coated

AutoCAD SHX Text shelf and invert.

AutoCAD SHX Text Class B concrete or

AutoCAD SHX Text red hardened brick

AutoCAD SHX Text 127 mm (5")

AutoCAD SHX Text Frame & cover

AutoCAD SHX Text reinforcement or equal.

AutoCAD SHX Text steps.

AutoCAD SHX Text Provide cast in place

AutoCAD SHX Text plastic rungs with

AutoCAD SHX Text Use polypropylene

AutoCAD SHX Text 13 mm (1/2") grade 60 steel

AutoCAD SHX Text Neenah R-1642, AutoCAD SHX Text Lebaron LC 266 or equal

AutoCAD SHX Text 152 mm (6")

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text Monolithic base section

AutoCAD SHX Text Manhole shall be vacuum tested

AutoCAD SHX Text while lowest joint is still exposed.

AutoCAD SHX Text Cast in place or press-seal

AutoCAD SHX Text gasket for all pipe penetrations.

AutoCAD SHX Text Flow

AutoCAD SHX Text D

AutoCAD SHX Text 4"

AutoCAD SHX Text 2.1%%%

AutoCAD SHX Text Finish grade

AutoCAD SHX Text of manhole.

AutoCAD SHX Text Do not mortar inside face

AutoCAD SHX Text 'O' Ring gasket or Mastic

AutoCAD SHX Text concrete manhole and cover

AutoCAD SHX Text ASTM C478 Precast reinforced

AutoCAD SHX Text by Camp Precast, Griswold or equal.

AutoCAD SHX Text slope to drain

AutoCAD SHX Text 1,219 mm

AutoCAD SHX Text 305 mm

AutoCAD SHX Text Flow

AutoCAD SHX Text Refer to plan view for location of pipes and inverts.

AutoCAD SHX Text Cast in place concrete riser or precast riser ring. Use class B concrete (246,100 kg/m^2) (3,500 psi)) between cast iron frame and precast concrete manhole

AutoCAD SHX Text (4'-0")

AutoCAD SHX Text (12")

AutoCAD SHX Text 610 mm

AutoCAD SHX Text (2'-0")

AutoCAD SHX Text 305 mm min. (12")

AutoCAD SHX Text 203 mm (8")

AutoCAD SHX Text 203 mm (8") min.

AutoCAD SHX Text 19 mm (3/4") to 38 mm (1 1/2") crushed stone Stone shall be consolidated using a plate compactor

AutoCAD SHX Text Testing and Contractor Coordination Requirements

AutoCAD SHX Text (applies to sanitary sewer)

AutoCAD SHX Text Sewer and Manhole Testing Requirements

AutoCAD SHX Text 1.

AutoCAD SHX Text All sewer lines and manholes shall be thoroughly tested by the Contractor in accordance with the Environmental Protection Rules (09/29/07).

AutoCAD SHX Text All sewer lines shall be air tested in the presence of the Contracting Officer's Officer's representative. At a minimum, the test pressure shall be 4 pounds per square . At a minimum, the test pressure shall be 4 pounds per square inch at the highest point along the test for 4 minutes.

AutoCAD SHX Text All sanitary manholes shall be vacuum tested in the presence of the Contracting Officer's representative. The structure shall be tested prior to backfill with the . The structure shall be tested prior to backfill with the lowest seam exposed. Test procedures and pressure shall be determined jointly by the local approval agency and the Contracting Officer's representative. Failure Officer's representative. Failure . Failure of any vacuum test shall necessitate repair and/or replacement of the structure and retest. Water testing manholes is not acceptable.

AutoCAD SHX Text Utility Testing. The Contractor shall be responsible for scheduling sanitary testing at a minimum of 24 hours prior to the test. Based on availability of Engineer's staff, the Contracting Officer's representativeshall accommodate the Officer's representativeshall accommodate the shall accommodate the testing schedule within 24 hours of the Contractor requested test date/time.

AutoCAD SHX Text The Contractor shall immediately contact the Contracting Officer's Officer's representative if pre-scheduled testing and/or water/sewer construction is if pre-scheduled testing and/or water/sewer construction is canceled.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text

1. The Contractor will be responsible for all construction of sanitary systems as shown on the plans. The Contractor will be responsible for The Contractor will be responsible for all construction of sanitary systems as shown on the plans. The Contractor will be responsible for all necessary adapters, fittings, etc. to make connections to the existing and proposed utilities. The Contractor shall be responsible for all work shown or implied on the plans and/or referenced in the specifications and permits. 2. All sewer lines and structures shall be thoroughly tested by the Contractor in accordance with the Environmental Protection Rules All sewer lines and structures shall be thoroughly tested by the Contractor in accordance with the Environmental Protection Rules (09/29/07), and the Chapter 21 Water Supply Rules (the more stringent rule shall apply). 3. No water main shall be closer than ten (10) feet to any sanitary sewer or sanitary manhole and five (5) feet to any catch basin or No water main shall be closer than ten (10) feet to any sanitary sewer or sanitary manhole and five (5) feet to any catch basin or storm sewer line. Provide minimum of 18" vertical separation between water main and storm/sanitary sewer crossing. 4. The Contractor shall maintain an up-to-date set of red-marked, annotated as-built drawings to be furnished to the Contracting Officer's The Contractor shall maintain an up-to-date set of red-marked, annotated as-built drawings to be furnished to the Contracting Officer's representative upon completion of the construction. 5. The Contractor shall be responsible for Contacting the Contracting Officer's representative at least 24 hours prior to starting construction The Contractor shall be responsible for Contacting the Contracting Officer's representative at least 24 hours prior to starting construction on any portion of the gravity sewer line. 6. Utility Testing. The Contractor shall be responsible for scheduling sanitary testing, with the Contracting Officer's representative, at a Utility Testing. The Contractor shall be responsible for scheduling sanitary testing, with the Contracting Officer's representative, at a minimum of 24 hours prior to the test.

AutoCAD SHX Text DWGS:16116/VTANG B140-2016-gravity sewer.dwg

AutoCAD SHX Text The Contractor shall install the new 6" HDPE sewer line from New SMh#1 to New SMh#3 utilizing horizontal boring methods. Contractor shall excavate both sending and receiving pits.(typ.)

AutoCAD SHX Text B140

AutoCAD SHX Text Verify existing gravity sewer pipe type and invert inside the building before commencing any work.

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text

NO 5440

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text K

E

C-3

C O N S U L T A N T S

KREBS & LANSING

164 MAIN ST.

COLCHESTER, VT 05446

P: 802-878-0375 F: 802-878-9618

CIVIL

RICHARD M. DOHERTY, P.E.

595 DORSET STREET #6

SO. BURLINGTON, VT

05403 P: 802-660-9212 F: 802-8660-8403

YEATON ASSOCIATES

66 JACKSON ST.

LITTLETON, NH 03561

P: 603-444-6578

STRUCTURAL

SCALE: 1" = 10'

R E V I S I O N S

CHECKED: MJB

DATE:

P R O J E C T

DRAWN: SWH

VERMONT AIR

NATIONAL

GUARD

FEBRUARY 10, 2017

P: 8 0 2 * 8 6 3 * 2 2 2 7

F: 8 0 2 * 8 6 3 * 0 0 9 3

ALVAR E Z

A R C H I T E C T S

SIENKIEWYCZ

S M I T H

1 1 7 S t. P a u l S t r e e t 3 r d F l o o r

B u r l i n g t o n, V T 05401

MECHANICAL/

ELECTRICAL:

SAS PROJECT NO. 0705

CURZ 152813

ALTER B-140

SQUAD OPS

FACILITY

SOUTH BURLINGTON,

VERMONT

ENLARGED SITE

PLAN

SOUTHWEST CORNER

BUILDING B140

KL - PROJECT NO: 16116

New 8' high chain link fence

Proposed mechanical equipment, shown for coordination purposes.

See Mechanical plans Sawcut and remove existing pavement as needed. Restore pavement and subbase to existing conditions.

(REMOVE)

Refer to bid option 2 pergola adjoined to heritage room.

See BID OPTION #2 Remove existing fence as needed.

Preserve the existing gate.

(PRESERVE)

Proposed generator and concrete pad. See Elec. plansRemove existing privacy fence and post.

The intent of this plan is to show the location of new chain link fence and gates at the southwest corner of building 140. Refer to Landscape and Mechanical plans for location and details mechanical equipment and pads. Refer to sheets C-1 and C-2 for plan and profile of gravity sewer line installation.

Note:

(PRESERVE)

New 8' high x 4' wide chain link fence gate x

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text 1 " Main + 5 str. wire14" Main + 5 str. wire

AutoCAD SHX Text 1 " Main + 5 str. wire14" Main + 5 str. wire

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text 1 " Main + 8 str. wire14" Main + 8 str. wire

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text i

AutoCAD SHX Text Existing asphalt pavement

AutoCAD SHX Text

WV

AutoCAD SHX Text Ex. fence and gate

AutoCAD SHX Text com

AutoCAD SHX Text Ex. CB

AutoCAD SHX Text C

AutoCAD SHX Text 10" clay

AutoCAD SHX Text Existing communications manhole

AutoCAD SHX Text Existing concrete pads

AutoCAD SHX Text Existing concrete pad

AutoCAD SHX Text 10" clay

AutoCAD SHX Text Existing asphalt pavement

AutoCAD SHX Text

WV

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text com

AutoCAD SHX Text com

AutoCAD SHX Text Ex. CB

AutoCAD SHX Text Ex. CB36

AutoCAD SHX Text E

AutoCAD SHX Text Existing electric manhole

AutoCAD SHX Text m

AutoCAD SHX Text

AutoCAD SHX Text Monitor well

AutoCAD SHX Text com

AutoCAD SHX Text Ex. concrete sidewalk

AutoCAD SHX Text Ex. concrete walk

AutoCAD SHX Text Existing chain link fence.

AutoCAD SHX Text com

AutoCAD SHX Text com

AutoCAD SHX Text Ex. CB

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text f

AutoCAD SHX Text Abandoned fuel line

AutoCAD SHX Text Abandoned fuel line

AutoCAD SHX Text Abandoned fuel line

AutoCAD SHX Text

FF = 327.34

AutoCAD SHX Text S

AutoCAD SHX Text 4" C.I. sanitary Inv. 323.0

AutoCAD SHX Text 4" C.I.

AutoCAD SHX Text

ex. Brick Patio

AutoCAD SHX Text Ex. Canopy

AutoCAD SHX Text 326.28x

AutoCAD SHX Text Gas meter

AutoCAD SHX Text 325.99x

AutoCAD SHX Text 325.35x

AutoCAD SHX Text x327.01

AutoCAD SHX Text x326.80

AutoCAD SHX Text

ex. landscaping

AutoCAD SHX Text Existing concrete pad

AutoCAD SHX Text Existing chiller

AutoCAD SHX Text Existing privacy fence

AutoCAD SHX Text Existing concrete pad

AutoCAD SHX Text Existing bollard

AutoCAD SHX Text Existing asphalt pavement

AutoCAD SHX Text 8" tree

AutoCAD SHX Text Ex. concrete walk

AutoCAD SHX Text N

AutoCAD SHX Text Vermont State Plane

AutoCAD SHX Text Grid North (NAD83)

AutoCAD SHX Text Notes:

AutoCAD SHX Text

1. This plan is not a boundary survey. The property lines shown are This plan is not a boundary survey. The property lines shown are considered approximate. 2. The underground utilities shown on this plan are based on visible utilities The underground utilities shown on this plan are based on visible utilities located during a topographic survey performed by Krebs & Lansing in 12/2015 and 1/2016 and AutoCAD utility mapping files provided by Vermont Air National Guard. Underground utilities are approximate and not warranted to be exact or complete. Dig Safe, Vermont Air National Guard, and other non-member utilities shall be contacted at least 48 hours prior to any excavation. 3. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. Elevations are based on the NAVD 88 (Geoid 12A) vertical datum. 4. Project Horizontal Coordinates derived from GPS observation using Project Horizontal Coordinates derived from GPS observation using reference frame NAD83 (2011) 2010.00 epoch. 5. Site information shown outside of the survey limits was taken from Site information shown outside of the survey limits was taken from previous plans by Krebs and Lansing, and is shown with dashed line type and should be considered approximate. 6.