1600393dwg02of11-CIVIL.pdf

PDF 8 MB Posted Feb 18, 2020

Attached to: Repair Failing (CI58) Submarine A School Building 488, New London CT
Solicitation number: N40085-20-R-0034
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package includes plans and specifications for repair work at Building 488, a 188-bed enlisted housing facility, at the Naval Submarine Base in New London, Connecticut. The project scope includes whole building repairs, construction of a new sidewalk, site grading, and upgrades to fire protection, interior finishes, HVAC, plumbing, and the building exterior enclosure. The work aims to restore adequacy and quality of life at the critical permanent party facility. The solicitation was issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy. The response due date is not provided in the documents shared.

View the file

Other files

File	Type	Posted
19095 SKS-001.pdf	PDF	Apr 1, 2020
Amendment 0009.pdf	PDF	Apr 1, 2020
02 03 44.pdf	PDF	Apr 1, 2020
Amendment 0008.pdf	PDF	Mar 30, 2020
B488_ELMR_Antenna_SOW_NAVFAC.docx	DOCX document	Mar 30, 2020
Attachment F - Price Proposal Form REVISED.docx	DOCX document	Mar 30, 2020
Amendment 0007.pdf	PDF	Mar 27, 2020
Amendment 0006.pdf	PDF	Mar 16, 2020
06 20 00.pdf	PDF	Mar 13, 2020
Amendment 0005.pdf	PDF	Mar 13, 2020
Amendment 0004.pdf	PDF	Mar 11, 2020
20R0034 Site Visit Log 2.pdf	PDF	Mar 11, 2020
Amendment 0003.pdf	PDF	Feb 28, 2020
20R0034 Site Visit Log.pdf	PDF	Feb 28, 2020
Amendment 0002.pdf	PDF	Feb 28, 2020
1600393dwg07of11-FIRE ALARM - corrected.pdf	PDF	Feb 18, 2020
Amendment 0001.pdf	PDF	Feb 18, 2020
Attachment C - Construction Experience Project Data Sheet.docx	DOCX document	Feb 18, 2020
Attachment A - Pre-Proposal Inquiry Log Template.xlsx	XLSX spreadsheet	Feb 18, 2020
1600393dwg11of11-ELECTRICAL.pdf	PDF	Feb 18, 2020
1600393dwg07of11-FIRE ALARM.pdf	PDF	Feb 18, 2020
1600393dwg08of11-FIRE PROTECTION.pdf	PDF	Feb 18, 2020
1600393dwg10of11-MECHANICAL.pdf	PDF	Feb 18, 2020
1600393spec01of02.pdf	PDF	Feb 18, 2020
1600393dwg06of11-LIFE SAFETY.pdf	PDF	Feb 18, 2020
1600393dwg09of11-PLUMBING.pdf	PDF	Feb 18, 2020
Attachment D - Past Performance Questionnaire.docx	DOCX document	Feb 18, 2020
Attachment B - SECNAV_5512_1_11787-One Day Past Request.pdf	PDF	Feb 18, 2020
Attachment F - Price Proposal Form.docx	DOCX document	Feb 18, 2020
1600393dwg05of11-INTERIORS.pdf	PDF	Feb 18, 2020
1600393dwg03of11-STRUCTURAL.pdf	PDF	Feb 18, 2020
1600393spec02of02.pdf	PDF	Feb 18, 2020
1600393dwg01of11-GENERAL.pdf	PDF	Feb 18, 2020
20R0034 Solicitation.pdf	PDF	Feb 18, 2020
1600393dwg04of11-ARCHITECTURAL.pdf	PDF	Feb 18, 2020
Attachment E - Small Business Subcontracting Plan.docx	DOCX document	Feb 18, 2020

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BUILDING #488

N A

V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

P R

C T

R M

-1

0, R E

P A

S U

B M

A R

A S

C H

O O

L B

C-101

BITUMINOUS CONCRETE BERM

BCB

CHAIN LINK FENCECLF

VGC VERTICAL GRANITE CURB

x10.00 SPOT GRADE

BITUMINOUSBIT.

CONC. CONCRETE

WETLAND LINE

ABUTTERS PROPERTY LINE

PROPERTY LINE

5' CONTOURS

1' CONTOURS

TREE LINE

STONE WALL

OVERHEAD WIRES

UNDERGROUND TELEPHONE

UNDERGROUND CABLE TV

WOOD FENCE

CHAIN LINK FENCE

GAS LINE

WATER LINE

DRAIN LINE

SEWER LINE

AREA DRAIN

SIGN

HANDICAP PARKING STALL

FLAG POLE

TELEPHONE MANHOLE

LIGHT POLE

MANHOLE (UNKNOWN TYPE)

CONIFER TREE

UTILITY POLE

WATER VALVE

BOLLARD

CATCH BASIN

GAS VALVE

GAS METER

DECIDUOUS TREE

SIGN

DRAIN MANHOLE

SEWER MANHOLE

HYDRANT

CONCRETE BOUND

LEGEND & ABBREVIATIONS

GUY WIRE

ELECTRIC MANHOLE

PCC PRECAST CONCRETE CURB

CPE

I.=

RIM ELEVATION

INVERT ELEVATION

FFE

FINISH FLOOR ELEVATION

CLDI

CAST IRON PIPE

POLYVINYL CHLORIDE PIPE

PVC

RCP

REINFORCED CONCRETE PIPE

PCPE

UNDERGROUND ELECTRIC

DUCTILE IRON PIPE

E X

I S

T I N

O N

D I T

I O

L A

REFERENCES

1. UTILITY DRAWINGS RECEIVED FROM THE NAVY FOR ELECTRIC, SEWER, STORM

DRAIN, STEAM, TELECOMMUNICATIONS AND WATER.

NOTES

1. COORDINATES, IN U. S. SURVEY FEET, ARE IN THE CONNECTICUT STATE PLANE

COORDINATE SYSTEM, REFERENCED TO THE NORTH AMERICAN DATUM OF 1983

NAD83/2011 (EPOCH 2010.00), BASED ON THE KeyNETGPS NETWORK USING A

TRIMBLE GNSS R8 GPS RECEIVER.

2. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NATIONAL

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), AS DETERMINED BY THE

KeyNETGPS OBSERVATIONS USING A TRIMBLE GNSS R8 GPS RECEIVER. FINISHED

FLOOR ELEVATIONS MAY VARY FROM ARCHITECTURAL PLANS BASED ON A RECORD

DATUM.

3. SUBSURFACE UTILITY LINES, AS SHOWN HEREON, WERE COMPILED ACCORDING

TO AVAILABLE RECORD INFORMATION FROM THE REFERENCED COMPANIES AND

PUBLIC AGENCIES, AND THEIR LOCATIONS ARE APPROXIMATE ONLY. ACTUAL

LOCATIONS MUST BE DETERMINED IN THE FIELD. SMC ASSUMES NO

RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR

INACCURATELY SHOWN.

4. GENERALLY THE LINES IN THE PUBLIC AND PRIVATE WAYS ARE SHOWN AND

THE LATERAL CONNECTIONS SERVICING INDIVIDUAL USERS ARE NOT SHOWN.

BEFORE DESIGNING FUTURE CONNECTIONS, THE APPROPRIATE UTILITIES MUST BE

CONSULTED.

5. BEFORE CONSTRUCTION, ALL UTILITIES, PUBLIC AND PRIVATE MUST BE

NOTIFIED (SEE CONNECTICUT GENERAL LAWS, CHAPTER 16 SECTION 345.) CALL 811

OR GO TO HTTP://WWW.CBYD.COM.

SMH

DMH

RECORD UTILITY LINE

(R)

SURVEY SPIKE

CEMENT LINE DUCTILE

IRON PIPE

PERFORATED CORRUGATED

POLYETHYLENE PIPE

CORRUGATED

POLYETHYLENE PIPE

CONNECTION UNKNOWN

12806856

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STATION #2 MAG. NAIL SET N 706193.88 E 1182638.11 ELEV=204.70

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STATION #3 SPIKE SET N 706215.06 E 1182413.53 ELEV=220.99

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STATION #4 SPIKE SET N 706071.75 E 1182544.86 ELEV=208.38

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STATION #5 SPIKE SET N 705998.12 E 1182443.92 ELEV=193.54

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STATION #6 MAG. NAIL SET N 705848.33 E 1182565.04 ELEV=195.38

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STATION #7 SPIKE SET N 705922.66 E 1182707.92 ELEV=194.33

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STATION #8 SPIKE SET N 706011.13 E 1182727.59 ELEV=195.81

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STATION #9 SPIKE SET N 706184.16 E 1182548.65 ELEV=208.14

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CC.PAD W/HVAC (204.16)

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SBCC

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CONCRETE

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LEDGE (TYP.)

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PAVED SWALE

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SBCC

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SBCC

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CONCRETE

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CONCRETE STAIRS

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BIT. CONC. PAVEMENT

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NO ACCESS

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STONE WALL

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FROM PIPE TO UNDERGROUND

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CONCRETE WHEELSTOP

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STATION #10 SPIKE SET N 706150.29 E 1182372.97 ELEV=211.78

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(TYP.)

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SBCC

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SBCC

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EOP

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CC.PAD

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LEDGE

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LEDGE

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LEDGE

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LEDGE

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BOULDER (TYP.)

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LEDGE

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8'CLF

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8'CLF

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SEPTEMBER 2019

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OCTOBER 2019

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OCTOBER 2019

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SEPTEMBER 2019

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SEPTEMBER 2019

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OCTOBER 2019

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STEEL GUARDRAIL

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STEEL GUARDRAIL

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SEPTEMBER 2019

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OCTOBER 2019

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STEEL COLUMN

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STEEL BEAM

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BRICK WALL

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BIT. CONC. PAVEMENT

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METAL HANDRAIL

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LP/BASE

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HYD

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HYD

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GRASS

AutoCAD SHX Text 10"D

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AutoCAD SHX Text 16"D

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AutoCAD SHX Text 14"D

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AutoCAD SHX Text 28"D

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TWIN

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LEDGE (TYP.)

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BOULDER

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LEDGE (TYP.)

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CAPPED 6"CIP

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CAPPED 3"CIP

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THERMAL PIPE (TYP.)

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FROM PIPE TO UNDERGROUND

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RIPRAP

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CC.PAD W/TRANS.

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15"CMP

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HEADWALL

AutoCAD SHX Text I=196.1

AutoCAD SHX Text E(R)

AutoCAD SHX Text S

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SMH

AutoCAD SHX Text R=196.28

AutoCAD SHX Text S

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SMH

AutoCAD SHX Text R=198.15

AutoCAD SHX Text I=188.5

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8"VCP

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8"VCP

AutoCAD SHX Text I=188.4

AutoCAD SHX Text I=191.5

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6"PVC

AutoCAD SHX Text I=187.9

AutoCAD SHX Text I=187.8

AutoCAD SHX Text I=194.3

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8"VCP

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6"VCP

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LP/BASE

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AD R=208.52 I=206.3

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UP NO#

AutoCAD SHX Text I=202.1

AutoCAD SHX Text D

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AutoCAD SHX Text I=187.9

AutoCAD SHX Text I=188.1

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10"VC

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10"VC

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LP/BASE

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AutoCAD SHX Text 30"D

AutoCAD SHX Text 14"D

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AutoCAD SHX Text 8"D

AutoCAD SHX Text 18"D

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SAND VOLLEYBALL COURT

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GUY WIRE

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LP/BASE

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CONCRETE STEP AT GARAGE DOOR

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BOULDERS

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CONC. STEPS

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SHRUB

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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EPROJECT NO.:

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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NAVY BASE NEW LONDON

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NEW LONDON, CT

AutoCAD SHX Text 1600393

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PUBLIC WORKS DEPARTMENT

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NAVY BASE NEW LONDON - NEW LONDON, CT

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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ISSUE FOR CONSTRUCTION

AutoCAD SHX Text 01/28/2020

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DCC

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MRI/LEJ

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CHK

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JCH

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JAH

AutoCAD SHX Text APPROVED BY JOHNATHAN JOHNS PM&EB Supervisor with NAVAL BASE, New London, CT

AutoCAD SHX Text

AutoCAD SHX Text 01/10/2020

AutoCAD SHX Text N40085-20-R-0034

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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C-501

TREE PROTECTION

(TYP.)

PROTECT EXISTING

WALKWAY

PROTECT SEWER MANHOLE

PROTECT SEWER LINE

PROTECT

STEAM LINE

PROTECT BUILDING AND FOUNDATION

COMPOST SOCK WITH

SILT FENCE (TYP.)

PROTECT

SEWER LINE

PROTECT

VOLLEYBALL

COURT

PROTECT SEWER LINE

COMPOST SOCK WITH

SILT FENCE (TYP.)

PROTECT SEWER LINE

PROTECT AREA DRAIN

SAWCUT PAVEMENT AT

NEAREST SCORE JOINTS

AND REMOVE PAVEMENT

SECTION

PROTECT EXISTING LANDING

AREA DRAIN

FILTER

CONTRACTOR STAGING

AREA INCLUDES ENTIRE

PARKING AREA

TEMPORARY

CONSTRUCTION

FENCE (TYP.)

TEMPORARY CONSTRUCTION

FENCE W/ GATE (TYP.)

TEMPORARY

CONSTRUCTION FENCE

(TYP.)

CONTRACTOR STAGING

AREA INCLUDES ENTIRE

PARKING AREA

REMOVE SHRUBS AS

REQUIRED FOR

CONCRETE LANDING

PROTECT SEWER LINE

TEMPORARY CONSTRUCTION

ENTRANCE (TYP.)

REMOVE EXISTING STAIR,

PAVEMENT SECTION, AND

ADJACENT CURB

SAWCUT

PAVEMENT

SAWCUT PAVEMENT

NEW STAIR AT EXISTING DOOR

(SEE ARCHITECTURAL PLANS FOR

DEMOLITION AND LAYOUT)

N A

V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

P R

C T

R M

-1

0, R E

P A

S U

B M

A R

A S

C H

O O

L B

1. INSTALL COMPOST SOCK, SILT FENCE AND FILTER BAGS AT LEAST 48 HOURS PRIOR TO THE

COMMENCEMENT OF ANY SITEWORK OR EARTHWORK OPERATIONS, AND MAINTAIN THROUGHOUT

CONSTRUCTION. MEASURES ARE TO REMAIN IN PLACE UNTIL SITEWORK IS COMPLETE AND GROUNDCOVER

IS ESTABLISHED, AS DETERMINED BY THE ARCHITECT.

2. DO NOT REMOVE EXISTING VEGETATION FROM AREAS UNTIL SUCH TIME THAT THE SPECIFIC AREA IS

TO BE CONSTRUCTED. STRIP AND STOCKPILE TOPSOIL. SURROUND STOCKPILES ON THEIR PERIMETERS

WITH STAKED COMPOST SOCK AND SILT FENCE.

3. COMMENCE EARTHWORK ACTIVITIES. INSTALLATION OF SITE STRUCTURES ARE TO FOLLOW. AREAS

SUSCEPTIBLE TO EROSION ARE TO BE COVERED WITH A TEMPORARY GRASS SEED MIXTURE UNTIL SUCH

TIME AS FINAL VEGETATIVE COVER CAN BE IMPLEMENTED.

4. AT THE COMPLETION OF CONSTRUCTION, AND ONCE VEGETATIVE COVER IS ESTABLISHED, CLEAN OUT

SILT AND SEDIMENT OUT FROM THE SUMPS IN THE CATCH BASINS. THE SITE IS TO RECEIVE FINAL

INSPECTION, AND EROSION CONTROL MEASURES ARE TO BE REMOVED. THE DRIVES AND PARKING AREAS

ARE TO BE SWEPT AND CLEANED.

CONCEPTUAL CONSTRUCTION SEQUENCING:

DURING THE PERIOD OF CONSTRUCTION AND UNTIL LONG-TERM VEGETATION IS ESTABLISHED:

1. INSPECT EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A

0.25-INCH OR GREATER STORM EVENT.

2. REPLACE OR REPAIR EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO

1/2 THE DESIGN HEIGHT OR CAPACITY OF THE MEASURE.

3. MAINTAIN THE ENTRANCES AND EXITS FROM THE SITE IN A CONDITION THAT PREVENTS TRACKING OR FLOWING OF SEDIMENT INTO

THE PRIVATE OR PUBLIC WAY. SEDIMENT THAT IS TRACKED, SPILLED, OR WASHED INTO THESE WAYS, IS TO BE REMOVED BY THE

CONTRACTOR IMMEDIATELY.

1. SURROUND SOIL STOCKPILES ON THEIR PERIMETERS WITH STAKED COMPOST SOCK AND SILT FENCES

TO CONTROL EROSION. MAINTAIN THROUGHOUT CONSTRUCTION.

2. STABILIZE SOIL STOCKPILES AND EXPOSED SOIL AREAS WHERE CONSTRUCTION ACTIVITIES WILL

CEASE FOR 14 DAYS OR MORE.

EROSION CONTROL NOTES - GENERAL:

EROSION CONTROL NOTES - MAINTENANCE:

1. PRIOR TO CONSTRUCTION, VERIFY EXISTING UTILITY LOCATIONS AS SHOWN ON THE DRAWINGS. REPORT DISCREPANCIES TO THE

ARCHITECT.

2. SUBMIT UTLITIES REQUEST TO THE CONTRACTING OFFICER AT LEAST 15 DAYS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT

FIELD LOCATIONS OF UTILITIES. NOTIFY THE CONTRACTING OFFICER OF ANY UTILITIES INTERFERING WITH THE PROPOSED

CONSTRUCTION.

3. PROTECT NEW AND EXISTING UTILITIES DURING CONSTRUCTION. ONLY REMOVE EXISTING UTILITIES THAT ARE SPECIFICALLY

DESIGNATED ON THIS PLAN TO BE REMOVED.

4. MAINTAIN FUNCTIONING UTILITIES AND NOTIFY THE CONTRACTING OFFICER AND ARCHITECT A MINIMUM OF 5 DAYS PRIOR TO ANY

UTILITY SERVICE INTERRUPTION. OBTAIN APPROVAL TO PROCEED PRIOR TO INTERRUPTION.

5. IF UNDOCUMENTED UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, CONTACT THE ARCHITECT FOR DIRECTION, PRIOR TO

ALTERING THE UTILITY IN ANY WAY.

6. PROTECT EXISTING SITE FEATURES DURING CONSTRUCTION, EXCEPT FOR THOSE ITEMS OR AREAS SPECIFICALLY DESIGNATED ON

THIS PLAN TO BE REMOVED.

7. PROTECT EXISTING TREES AND VEGETATION DURING CONSTRUCTION, EXCEPT FOR THOSE ITEMS OR AREAS SPECIFICALLY

DESIGNATED ON THIS PLAN TO BE REMOVED. INSTALL TREE PROTECTION PER DETAIL AT LOCATIONS INDICATED. REPLACE OR PROVIDE

COMPENSATION FOR TREES DAMAGED OR DECEASED THAT WERE DESIGNATED TO BE PROTECTED, AS A RESULT OF CONSTRUCTION

ACTIVITIES. REFER TO SPECIFICATION 0157 19 TEMPORARY ENVIRONMENTAL CONTROLS SECTION 3.1.2 VEGETATION.

8. REMOVE DEMOLISHED MATERIALS NOT DESIGNATED FOR SALVAGE OR STOCKPILE OFF THE SITE AND DISPOSE OF IN ACCORDANCE

WITH LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

9. ADJUST TEMPORARY FENCING AS REQUIRED THROUGHOUT CONSTRUCTION.

10. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING CONTROL POINTS AND BENCH MARKS NECESSARY FOR

THE CONSTRUCTION OF THE PROJECT.

11. ASSUME LEDGE AND/OR HARD ROCK WILL BE ENCOUNTERED 12" BELOW GRADE.

UTILITIES AND DEMOLITION NOTES:

SAWCUT LINE

LIMIT OF WORK

LEGEND & ABBREVIATIONS

S I T

R E

P A

R A

T I O

L A

C-102

COMPOST SOCK

WITH SILT FENCE

REMOVE CONCRETE

PAVEMENT

PROPOSED EOP LINE

3. DEWATERING REQUIRED DURING CONSTRUCTION IS TO BE DISCHARGED INTO A TEMPORARY SEDIMENTATION BASIN. DO NOT

DISCHARGE DIRECTLY INTO THE PIPED STORM DRAIN SYSTEM OR RESOURCE AREA. REFER TO SPECIFICATION SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS.

4. KEEP ON SITE AT ALL TIMES: 50LF RESERVE OF COMPOST SOCK (MINIMUM), 50 LF RESERVE OF SILT FENCE WITH STAKES (MINIMUM), ADDITIONAL EROSION CONTROL BLANKETS, STONE RIP-RAP, AND OTHER EROSION CONTROL DEVICES USED DURING CONSTRUCTION.

THESE ARE TO BE INSTALLED AS NEEDED AND AT THE DIRECTION OF THE ARCHITECT OR THE CONTRACTING OFFICER TO MITIGATE AN

EMERGENCY CONDITION.

REMOVE SHRUBS

TEMPORARY

CONSTRUCTION FENCE

12806857

TREE PROTECTION

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CC.PAD W/HVAC (204.16)

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CENTER OF 4-3"CONDUITS

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1"CONDUIT

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REMAINS OF POST FOR GRILL

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THERMAL PIPE (TYP.)

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SBCC

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OVERHANG

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OVERHANG

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CONCRETE

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CONCRETE

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LEDGE (TYP.)

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SBCC

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CONCRETE

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SBCC

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CONCRETE

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CONCRETE STAIRS

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BIT. CONC. PAVEMENT

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NO ACCESS

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STONE WALL

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NO ACCESS

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NO ACCESS

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BRICK COLUMN

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8'CLF

AutoCAD SHX Text D(R)

AutoCAD SHX Text

AutoCAD SHX Text W(R)

AutoCAD SHX Text

8'CLF

AutoCAD SHX Text

STEEL GUARDRAIL

AutoCAD SHX Text

STEEL COLUMN

AutoCAD SHX Text

STEEL BEAM

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BIT. CONC. PAVEMENT

AutoCAD SHX Text

METAL HANDRAIL

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

HYD

AutoCAD SHX Text W(R)

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 10"D

AutoCAD SHX Text 12"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 24"D

AutoCAD SHX Text 14"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 20"D

AutoCAD SHX Text 28"D

AutoCAD SHX Text

TWIN

AutoCAD SHX Text 20"D

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

CAPPED 6"CIP

AutoCAD SHX Text

CAPPED 3"CIP

AutoCAD SHX Text

THERMAL PIPE (TYP.)

AutoCAD SHX Text

FROM PIPE TO UNDERGROUND

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

CC.PAD W/TRANS.

AutoCAD SHX Text

15"CMP

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text I=196.1

AutoCAD SHX Text E(R)

AutoCAD SHX Text S

AutoCAD SHX Text

SMH

AutoCAD SHX Text R=196.28

AutoCAD SHX Text S

AutoCAD SHX Text

SMH

AutoCAD SHX Text R=198.15

AutoCAD SHX Text I=188.5

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text I=188.4

AutoCAD SHX Text I=191.5

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text I=187.9

AutoCAD SHX Text I=187.8

AutoCAD SHX Text I=194.3

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text S(R)

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text E(R)

AutoCAD SHX Text

AD R=208.52 I=206.3

AutoCAD SHX Text

UP NO#

AutoCAD SHX Text I=202.1

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text I=187.9

AutoCAD SHX Text I=188.1

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

AutoCAD SHX Text E(R)

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text 12"D

AutoCAD SHX Text 10"D

AutoCAD SHX Text 30"D

AutoCAD SHX Text 14"D

AutoCAD SHX Text 10"D

AutoCAD SHX Text 8"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text

SAND VOLLEYBALL COURT

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

CONCRETE STEP AT GARAGE DOOR

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

CONC. STEPS

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 12 APRIL 2018

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

NAVY BASE NEW LONDON

AutoCAD SHX Text

NEW LONDON, CT

AutoCAD SHX Text 1600393

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

NAVY BASE NEW LONDON - NEW LONDON, CT

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

ISSUE FOR CONSTRUCTION

AutoCAD SHX Text 01/28/2020

AutoCAD SHX Text

DCC

AutoCAD SHX Text

MRI/LEJ

AutoCAD SHX Text

CHK

AutoCAD SHX Text

JCH

AutoCAD SHX Text

JAH

AutoCAD SHX Text APPROVED BY JOHNATHAN JOHNS PM&EB Supervisor with NAVAL BASE, New London, CT

AutoCAD SHX Text

AutoCAD SHX Text 01/10/2020

AutoCAD SHX Text N40085-20-R-0034

AutoCAD SHX Text

LOW

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

CONCRETE WALKWAY

(TYP.)

CONCRETE SIDEWALK

(TYP.)

CONCRETE STAIRS W/ RAILING

(10 RISERS)

CONCRETE STAIRS W/ RAILING

(8 RISERS)

CONCRETE STAIRS W/

RAILING (10 RISERS)

REPLACE

CONCRETE

PAVEMENT

SECTION

C-503

C-502

C-503

4.0'

C-503

CONCRETE SIDEWALK - LEVEL

LANDING AT BUILDING

C-502

CONCRETE STAIRS W/ RAILING

(6 RISERS)

C-503

C-502

CONCRETE WALKWAY

(TYP.)

C-502

CONCRETE WALKWAY

(TYP.)

C-502

R=10.0'

R=5.0'

PAVE TO EXISTING

PAVEMENT

10.0'

6.2'

37.6'

2.5'

HANDRAIL AT EXISTING

STAIR BY ARCHITECTURE

SOD ALL DISTURBED

AREAS (TYP.)

SOD ALL DISTURBED

AREAS (TYP.)

SOD ALL DISTURBED AREAS (TYP.)

PROTECT VOLLEYBALL COURT

DRAINAGE TRENCH ABUTTING

EXISTING WALKWAY

DRAINAGE TRENCH

ABUTTING EXISTING PLAZA

CONCRETE STAIRS W/ RAILING

(6 RISERS)

C-503

CONCRETE STAIRS W/

RAILING (4 RISERS)

C-503

REPLACE BITUMINOUS CONCRETE

PAVEMENT AT TEMPORARY

CONSTRUCTION ENTRANCE

C-502

CONCRETE SIDEWALK -

LEVEL LANDING AT STAIR

C-502

32.2' 79.2'

R=10.0'

10.0'

CONCRETE STAIRS (4 RISERS)

SEE ARCHITECTURE FOR HANDRAILS

C-503

CONCRETE FOOTINGS AT STAIR FROM

MECHANICAL ROOM N-102

C-503

R=10.0'

REPLACE BITUMINOUS CONCRETE

PAVEMENT AT BASE OF STAIR

C-502

PROTECT EXISTING PAD AND

PROVIDE EXPANSION JOINT

C-502

N A

V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

P R

C T

R M

-1

0, R E

P A

S U

B M

A R

A S

C H

O O

L B

LAYOUT & MATERIALS NOTES:

1. DIMENSIONS SHOWN OFF THE BUILDING ARE FROM THE EXTERIOR

FACE OF THE FOUNDATION WALL.

2. DIMENSIONS SHOWN IN THE CONCRETE WALKWAYS AND PLAZAS

ARE FROM SCORE JOINTS, EXPANSIONS JOINTS, AND EDGE OF

CONCRETE.

3. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS

AND LOCATIONS OF DOORS.

4. INSTALL SITE FEATURES AND FURNISHINGS TO MEET ADA

REQUIREMENTS FOR ACCESSIBILITY. NOTIFY THE ARCHITECT OF

POTENTIAL CONFLICTS PRIOR TO INSTALLING.

5. APPROXIMATE AREA OF TOTAL SOD: 14,500 SF.

LEGEND & ABBREVIATIONS

CONCRETE WALK

L A

Y O

U T

E R

I A

C-103

CONCRETE STAIRS W/ CHEEK WALL

SOD

DRAINAGE TRENCH

BITUMINOUS CONCRETE PAVING

12806858

AutoCAD SHX Text

CC.PAD W/HVAC (204.16)

AutoCAD SHX Text

CENTER OF 4-3"CONDUITS

AutoCAD SHX Text

1"CONDUIT

AutoCAD SHX Text

THERMAL PIPE (TYP.)

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

PAVED SWALE

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE STAIRS

AutoCAD SHX Text

BIT. CONC. PAVEMENT

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC. WALL

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

BRICK COLUMN

AutoCAD SHX Text

THERMAL STEAM LINE SUPPORT POST AND FOOTING (TYP.)

AutoCAD SHX Text

FROM PIPE TO UNDERGROUND

AutoCAD SHX Text

CONCRETE WHEELSTOP

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

EOP

AutoCAD SHX Text

CC.PAD

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

BOULDER (TYP.)

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

8'CLF

AutoCAD SHX Text

8'CLF

AutoCAD SHX Text

STEEL GUARDRAIL

AutoCAD SHX Text

STEEL COLUMN

AutoCAD SHX Text

STEEL BEAM

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BIT. CONC. PAVEMENT

AutoCAD SHX Text

METAL HANDRAIL

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 10"D

AutoCAD SHX Text 12"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 24"D

AutoCAD SHX Text 14"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 20"D

AutoCAD SHX Text 28"D

AutoCAD SHX Text

TWIN

AutoCAD SHX Text 20"D

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

CAPPED 6"CIP

AutoCAD SHX Text

CAPPED 3"CIP

AutoCAD SHX Text

THERMAL PIPE (TYP.)

AutoCAD SHX Text

FROM PIPE TO UNDERGROUND

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

CC.PAD W/TRANS.

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text 12"D

AutoCAD SHX Text 10"D

AutoCAD SHX Text 30"D

AutoCAD SHX Text 14"D

AutoCAD SHX Text 10"D

AutoCAD SHX Text 8"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text

SAND VOLLEYBALL COURT

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

CONCRETE STEP AT GARAGE DOOR

AutoCAD SHX Text

BOULDERS

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 12 APRIL 2018

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

NAVY BASE NEW LONDON

AutoCAD SHX Text

NEW LONDON, CT

AutoCAD SHX Text 1600393

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

NAVY BASE NEW LONDON - NEW LONDON, CT

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

ISSUE FOR CONSTRUCTION

AutoCAD SHX Text 01/28/2020

AutoCAD SHX Text

DCC

AutoCAD SHX Text

MRI/LEJ

AutoCAD SHX Text

CHK

AutoCAD SHX Text

JCH

AutoCAD SHX Text

JAH

AutoCAD SHX Text APPROVED BY JOHNATHAN JOHNS PM&EB Supervisor with NAVAL BASE, New London, CT

AutoCAD SHX Text

AutoCAD SHX Text 01/10/2020

AutoCAD SHX Text N40085-20-R-0034

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

205.52

205.57

208.57

203.66

BERM TO SLOPE AWAY

FROM BUILDING

60 LF 15" CPE

S=0.054

69LF 15" CPE

S=0.11

10LF 15" CPE

S=0.112

C-502

TRENCH SECTION-

PERFORATED PVC

C-502

TRENCH SECTION-

PERFORATED PVC

DRAIN MANHOLE DMH-1

RIM= 206.5

I.IN (TRENCH)= 202.75

I.IN (CB-1)= 201.0

I.OUT= 200.9

C-502

TRENCH SECTION-

CPE DRAIN

C-502

TRENCH SECTION-

CPE DRAIN

C-502

MATCH EXISTING

LANDING GRADE

MATCH EXISTING

LANDING GRADE

MATCH EXISTING

PAVEMENT GRADE

INV.= 205.8

INV.= 203.87

78LF 6" PPVC

S=0.028

INV.= 206.0

80LF 6" PPVC

S=0.0025

INV.= 206.2

LEVEL LANDING AT

BUILDING ENTRANCE

C-502

DRYWELL DW-1

RIM=197.00

I.IN=193.00

I.OUT=192.90

C-502

CORE NEW PENETRATION

IN EXISTING STRUCTURE

INV.=189.25

74LF 15" CPE

S=0.05

AREA DRAIN AD-1

RIM= 205.6

I.OUT= 201.4

C-502

4LF 15" CPE

S=0.1

MATCH EXISTING

PAVEMENT GRADES

CLEANOUT

C-503

MATCH EXISTING

PAVEMENT GRADE

N A

V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

P R

C T

R M

-1

0, R E

P A

S U

B M

A R

A S

C H

O O

L B

GRADING & UTILITY NOTES:

1. PRIOR TO CONSTRUCTION, VERIFY EXISTING UTILITY LOCATIONS AS SHOWN ON THE

DRAWINGS. REPORT DISCREPANCIES TO THE ARCHITECT.

2. FILE AND PAY FOR APPLICABLE PERMITS AND FEES (UNLESS OTHERWISE NOTED).

3. PIPE MATERIALS (UNLESS OTHERWISE SPECIFIED):

STORM DRAIN: CORRUGATED POLYETHYLENE PIPE (CPE)

TRENCH DRAIN: PERFORATED POLYVINYL CHLORIDE PIPE (PPVC)

4. PROVIDE ADEQUATE BRACING AND SHORING OF ALL EXCAVATIONS IN ACCORDANCE WITH

ALL GOVERNING CODES AND REGULATIONS.

5. PROTECT NEW AND EXISTING UTILITIES TO REMAIN, DURING CONSTRUCTION.

6. COORDINATE WORK WITH APPROPRIATE UTILITY COMPANIES.

7. SUBMIT UTILITIES REQUEST TO THE CONTRACTING OFFICER AT LEAST 15 DAYS PRIOR TO

ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. NOTIFY

THE ARCHITECT OF ANY UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION.

8. NOTIFY THE ARCHITECT A MINIMUM OF 5 DAYS PRIOR TO PERFORMING ANY WORK THAT

INVOLVES CONFLICTS BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES TO REMAIN.

9. IF UNDOCUMENTED UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, CONTACT THE

ARCHITECT FOR DIRECTION, PRIOR TO ALTERING THE UTILITY IN ANY WAY.

10. THE GAS, ELECTRIC AND TELEPHONE SERVICES SHOWN ARE APPROXIMATE. COORDINATE

ACTUAL LOCATIONS WITH THE APPROPRIATE SUBCONTRACTOR AND UTILITY COMPANY.

11. VERIFY EXISTING DRAINAGE INVERTS WHERE NEW UTILITY CONNECTIONS ARE PROPOSED.

REPORT DISCREPANCIES FROM EXISTING OR PROPOSED CONNECTING INVERTS SHOWN TO THE

ARCHITECT, PRIOR TO PERFORMING ANY DRAINAGE WORK TRIBUTARY TO THE CONNECTION

POINT.

12. ESTABLISH AND MAINTAIN CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE

CONSTRUCTION OF THE PROJECT.

13. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NATIONAL AMERICAN

VERTICAL DATUM OF 1988 (NAVD 88), AS DETERMINED BY THE KeyNETGPS OBSERVATIONS USING

A TRIMBLE GNSS R8 GPS RECEIVER. FINISHED FLOOR ELEVATIONS MAY VARY FROM

ARCHITECTURAL PLANS BASED ON A RECORD DATUM. NOTIFY THE ARCHITECT AND

CONTRACTING OFFICER A MINIMUM OF 5 DAYS PRIOR TO PERFORMING ANY WORK THAT

INVOLVES CONFLICTS BETWEEN CIVIL AND ARCHITECTURAL ELEVATIONS.

14. CLEAN UTILITY STRUCTURES PRIOR TO PROJECT CLOSE-OUT.

G R

A D

I N

R A

I N

A G

L A

C-104

CORRUGATED POLYETHYLENE PIPE

CPE

INV

DRY WELL

DRAIN MANHOLE

LEGEND & ABBREVIATIONS

DMH

RIM

RIM ELEVATION

INVERT ELEVATION

DRAINAGE TRENCH W/ RIPRAP

x213.0

MAJOR CONTOUR

SPOT GRADE

DRAIN LINE

MINOR CONTOUR

PERFORATED POLYVINYL CHLORIDE PIPE

PPVC

12806859

AREA DRAIN

CLEAN OUT

AutoCAD SHX Text

AutoCAD SHX Text R=192.73

AutoCAD SHX Text

STATION #2 MAG. NAIL SET N 706193.88 E 1182638.11 ELEV=204.70

AutoCAD SHX Text

STATION #3 SPIKE SET N 706215.06 E 1182413.53 ELEV=220.99

AutoCAD SHX Text

STATION #4 SPIKE SET N 706071.75 E 1182544.86 ELEV=208.38

AutoCAD SHX Text

STATION #5 SPIKE SET N 705998.12 E 1182443.92 ELEV=193.54

AutoCAD SHX Text

STATION #6 MAG. NAIL SET N 705848.33 E 1182565.04 ELEV=195.38

AutoCAD SHX Text

STATION #7 SPIKE SET N 705922.66 E 1182707.92 ELEV=194.33

AutoCAD SHX Text

STATION #8 SPIKE SET N 706011.13 E 1182727.59 ELEV=195.81

AutoCAD SHX Text

STATION #9 SPIKE SET N 706184.16 E 1182548.65 ELEV=208.14

AutoCAD SHX Text

CC.PAD W/HVAC (204.16)

AutoCAD SHX Text

CENTER OF 4-3"CONDUITS

AutoCAD SHX Text

1"CONDUIT

AutoCAD SHX Text

REMAINS OF POST FOR GRILL

AutoCAD SHX Text

THERMAL PIPE (TYP.)

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

PAVED SWALE

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE STAIRS

AutoCAD SHX Text

BIT. CONC. PAVEMENT

AutoCAD SHX Text G(M)

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

NO ACCESS

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC. WALL

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

BRICK COLUMN

AutoCAD SHX Text

THERMAL STEAM LINE SUPPORT POST AND FOOTING (TYP.)

AutoCAD SHX Text W(R)

AutoCAD SHX Text T(R)

AutoCAD SHX Text E(R)

AutoCAD SHX Text

FROM PIPE TO UNDERGROUND

AutoCAD SHX Text

CONCRETE WHEELSTOP

AutoCAD SHX Text

STATION #10 SPIKE SET N 706150.29 E 1182372.97 ELEV=211.78

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

SBCC

AutoCAD SHX Text

EOP

AutoCAD SHX Text

CC.PAD

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

BOULDER (TYP.)

AutoCAD SHX Text

LEDGE

AutoCAD SHX Text

8'CLF

AutoCAD SHX Text D(R)

AutoCAD SHX Text

AutoCAD SHX Text D(R)

AutoCAD SHX Text W(R)

AutoCAD SHX Text

8'CLF

AutoCAD SHX Text

SEPTEMBER 2019

AutoCAD SHX Text

OCTOBER 2019

AutoCAD SHX Text

OCTOBER 2019

AutoCAD SHX Text

SEPTEMBER 2019

AutoCAD SHX Text

SEPTEMBER 2019

AutoCAD SHX Text

OCTOBER 2019

AutoCAD SHX Text

STEEL GUARDRAIL

AutoCAD SHX Text

SEPTEMBER 2019

AutoCAD SHX Text

OCTOBER 2019

AutoCAD SHX Text

STEEL COLUMN

AutoCAD SHX Text

STEEL BEAM

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BIT. CONC. PAVEMENT

AutoCAD SHX Text

METAL HANDRAIL

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HYD

AutoCAD SHX Text W(R)

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 10"D

AutoCAD SHX Text 12"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 24"D

AutoCAD SHX Text 14"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 20"D

AutoCAD SHX Text 28"D

AutoCAD SHX Text

TWIN

AutoCAD SHX Text 20"D

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

LEDGE (TYP.)

AutoCAD SHX Text

CAPPED 6"CIP

AutoCAD SHX Text

CAPPED 3"CIP

AutoCAD SHX Text

THERMAL PIPE (TYP.)

AutoCAD SHX Text

FROM PIPE TO UNDERGROUND

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

CC.PAD W/TRANS.

AutoCAD SHX Text

15"CMP

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text I=196.1

AutoCAD SHX Text E(R)

AutoCAD SHX Text S

AutoCAD SHX Text

SMH

AutoCAD SHX Text R=196.28

AutoCAD SHX Text S

AutoCAD SHX Text

SMH

AutoCAD SHX Text R=198.15

AutoCAD SHX Text I=188.5

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text I=188.4

AutoCAD SHX Text I=191.5

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text I=187.9

AutoCAD SHX Text I=187.8

AutoCAD SHX Text I=194.3

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text S(R)

AutoCAD SHX Text

LP/BASE

AutoCAD SHX Text E(R)

AutoCAD SHX Text

AD R=208.52 I=206.3

AutoCAD SHX Text

UP NO#

AutoCAD SHX Text I=202.1

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text I=187.9

AutoCAD SHX Text I=188.1

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

10"VC

AutoCAD SHX Text

AutoCAD SHX Text E(R)

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LP/BASE

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SAND VOLLEYBALL COURT

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GUY WIRE

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LP/BASE

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CONCRETE STEP AT GARAGE DOOR

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BOULDERS

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DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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EPROJECT NO.:

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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NAVY BASE NEW LONDON

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NEW LONDON, CT

AutoCAD SHX Text 1600393

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PUBLIC WORKS DEPARTMENT

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NAVY BASE NEW LONDON - NEW LONDON, CT

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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ISSUE FOR CONSTRUCTION

AutoCAD SHX Text 01/28/2020

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DCC

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MRI/LEJ

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CHK

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JCH

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JAH

AutoCAD SHX Text APPROVED BY JOHNATHAN JOHNS PM&EB Supervisor with NAVAL BASE, New London, CT

AutoCAD SHX Text

AutoCAD SHX Text 01/10/2020

AutoCAD SHX Text N40085-20-R-0034

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

P R

C T

R M

-1

0, R E

P A

S U

B M

A R

A S

C H

O O

L B

NOTE:

12" DIAMETER COMPOST SOCK

SEED

UNDISTURBED SUBGRADE

OR COMPACTED (TYP,)

COMPOST SOCK WITH SILT FENCE

2"x2" WOOD POST @ 4'-0" (MAX.) O.C.

INSTALL ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS

D E

T A

I L

C-501

DUMP LOOPS

SEDIMENT BAG

SEDIMENT BAG AT AREA DRAIN

EXISTING

CATCH BASIN

FOAM BLOCK

1" REBAR FOR BAG

REMOVAL FROM INLET

TEMPORARY CONSTRUCTION ENTRANCE

TREE PROTECTION DETAIL

EXISTING TREE

6'-0" HIGH CONTINUOUS

CHAIN LINK FENCE WITH POSTS

LOCATED 6'-0" O.C. MAXIMUM

WITH ONE 3'-0" OPENING. LOCATE

AT DRIPLINE OF TREE, OR AS

INDICATED ON THE SITE

PREPARATION PLAN

ELEVATION

DRIP LINE OF TREE

DIRECTION OF

FLOW COLLECTING

BEHIND FENCE

DIRECTION OF

FLOW FROM

ADJACENT SLOPE

TEMPORARY CONSTRUCTION FENCE W/GATE

TENSION WIRE

20'-0"

10'-0" MAX.

3" MAX.

9 GAUGE GALVANIZED

2"X2" CHAIN LINK

FABRIC KNUCKLED TOP

AND BOTTOM

TENSION

WIRE

H A

F A

B R

Y P

EXISTING

GRATE

FOLD FABRIC AROUND

POST ONE FULL TURN

LOCKABLE

GATE WITH

PADLOCK

" Ø TRUSS ROD WITH TURNBUCKLE

FOR TENSIONING AT GATES,

TERMINALS, AND END POSTS

NOTE:

DO NOT STORE ANY MACHINERY

OR MATERIALS WITHIN AREA OF

THE TREE PROTECTION FENCING

EXISTING

GRADE

RAILS TYP. AT GATES

AND BRACED ASSEMBLY

I N

12806860

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

AutoCAD SHX Text

DESCRIPTION

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DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 12 APRIL 2018

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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EPROJECT NO.:

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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NAVY BASE NEW LONDON

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NEW LONDON, CT

AutoCAD SHX Text 1600393

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PUBLIC WORKS DEPARTMENT

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NAVY BASE NEW LONDON - NEW LONDON, CT

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PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

ISSUE FOR CONSTRUCTION

AutoCAD SHX Text 01/28/2020

AutoCAD SHX Text

DCC

AutoCAD SHX Text

MRI/LEJ

AutoCAD SHX Text

CHK

AutoCAD SHX Text

JCH

AutoCAD SHX Text

JAH

AutoCAD SHX Text APPROVED BY JOHNATHAN JOHNS PM&EB Supervisor with NAVAL BASE, New London, CT

AutoCAD SHX Text

AutoCAD SHX Text 01/10/2020

AutoCAD SHX Text N40085-20-R-0034

AutoCAD SHX Text

AutoCAD SHX Text N.T.S.

V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

P R

C T

R M

-1

0, R E

P A

S U

B M

A R

A S

C H

O O

L B

CONCRETE WALKWAY

5' O.C. (TYP.)

TOOL JOINT

M I N

FINISH GRADE

WWF

SEALANT

E.J. @ 30' O.C. MAX.

FABRIC

6X6 W1.4 X W1.4

PREMOLDED JOINT FILLER

1/8" RADIUS (TYP.)

EXPANSION JOINT

IN OPEN PVM'T. AREAS

FACE OF BLDG., STAIRS

M I N

NOTES:

1. MAXIMUM CROSS SLOPE = 2%

2. MAXIMUM GRADIENT = 5%

3. PROVIDE EXPANSION JOINT AT FACE OF ABUTTING SLABS AND STRUCTURES.

4. EXCAVATE LEDGE TO 12" BELOW CONCRETE IF ENCOUNTERED.

5. PROVIDE DOWELS AT ALL SIDEWALK EXPANSION JOINTS. SEE DETAIL A5 ON SHEET C-503.

4000 PSI AIR ENTRAINED

CONCRETE (BROOM FINISH)

1/2"

EXPANSION JOINT

AT STRUCTURE

E.J.

SEALANT

PREMOLDED JOINT

(SEE PLAN)

BASE COURSE MATERIALWALKWAY TYPE

GRAVEL BASE COURSE 12"STANDARD

CRUSHED STONE 30"WITHIN 10' OF A STRUCTURE

THICKNESS(A)

M I N

LEVEL LANDING AT BUILDING ENTRANCES

2'-0"2'-0"

I N

MAX. SLOPE

SLOPE1%

"LEVEL" LANDING

SLOPE

COMPACTED SUBGRADE

6" PERFORATED PVC

#57 CRUSHED STONE

NON-WOVEN FILTER FABRIC

" DOUBLE-WASHED CRUSHED STONE

FINISHED GRADE

TRENCH SECTION - PERFORATED PVC

12"

M I N

12"

TRENCH SECTION - CPE DRAINS

UNDISTURBED

SUBGRADE OR

COMPACTED BACKFILL

COMPACTED GRANULAR

FILL PLACED IN LIFTS PER

SPECIFICATION

PAVED AREAS

COMPACTED GRAVEL BASE

HARDSCAPE FINISH

(PAVING, CONCRETE,

ETC.)

VEGETATIVE

FINISH AS

SPECIFIED

NOTE: SEE APPLICABLE HARDSCAPE

DETAIL FOR THICKNESS OF

HARDSCAPE MATERIAL AND GRAVEL

BASE COURSE.

10"

D E

T A

I L

I I

C-502

PRECAST CONCRETE DRAIN MANHOLE

FINISHED GRADE

MANHOLE FRAME & COVER

2'-0"

CONC. FILL AS REQUIRED

NON-SHRUNK GROUT (TYP.)

MORTAR

M A

1'-6" MAX.

4'-0" I.D.*

PIPE INVERT

6" MIN.

CONC. FILL AS REQUIRED

SLOPE 1/2" PER FT.

SECTION A

5' MIN. O.D. PRECAST REINFORCED

CONCRETE BASE SECTION

PRECAST CONCRETE RISER SECTIONS-AS

REQUIRED

PRECAST CONC. ECCENTRIC CONE TOP

NOTES:

1. STRUCTURE ADEQUATE FOR H-20 LOADING.

2. PROVIDE 5' I.D. OR 6' I.D. SECTIONS AS REQUIRED FOR

MULTIPLE/LARGE DIAMETER PIPES.

S E

I T

L A

12" STEEL EDGING

3-5" RIVER STONE

ALL DIRECTIONS

MAXIMUM 2% SLOPE IN

PLAZA AREAS

I M

M C

WALKWAYS

OR OPEN PAVEMENT AREAS

PAVEMENT SLOPES

NON-PAVED

AREAS

UNDISTURBED

OR COMPACTED

SUBGRADE

COMPACTED

GRAVEL BASE

4000 PSI AIR-ENT.

CONCRETE

(BROOM FINISH)

MAXIMUM…

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File details come from the government source that posted it. Updated Feb 18, 2020.