BARC WILDLIFE OFFICE RTA DRAWINGS 03_09_2022.pdf

PDF 20 MB Posted Mar 15, 2022

Attached to: Wildlife Office, Building 513, U. S. Department of Agriculture (USDA) Beltsville Agricultural Research Center (BARC), Beltsville, Maryland
Solicitation number: W912DR22B0009
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a wildlife office relocation project at the Beltsville Agricultural Research Center in Beltsville, Maryland. The Department of Agriculture seeks a contractor to prepare the site for and procure, fabricate, deliver, and install a prefabricated modular structure to house the wildlife office. The project is valued between $500,000 and $1,000,000 and has a performance period of 230 calendar days from the notice to proceed. A site visit is scheduled for March 22nd and questions about the solicitation are due by March 28th. Bids are to be submitted according to the instructions in the solicitation.

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Other files

File	Type	Posted
W912DR22B0009 - Abstract of Bids.pdf	PDF	Apr 26, 2022
Bid Opening Sign-In Sheet_25.Apr.2022.docx	DOCX document	Apr 26, 2022
B.08.03 W912DR22B0009 Solicitation Amendment 0001 - 06.Apr.2022.pdf	PDF	Apr 6, 2022
B.08.02 W912DR22B0009 Solicitation -03.15.2022.pdf	PDF	Mar 28, 2022
Site Visit Attendance Sheet back.jpg	JPG image	Mar 28, 2022
Site Visit Attendance Sheet front.jpg	JPG image	Mar 28, 2022
SF LLL.pdf	PDF	Mar 15, 2022
W912DR22B0009 Solicitation -03.15.2022.pdf	PDF	Mar 15, 2022
EFT UFC Form 23.pdf	PDF	Mar 15, 2022
BARC WILDLIFE Building Specifications 011022.pdf	PDF	Mar 15, 2022

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US Army Corps of Engineers ®

SHEET

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

K D

BALTIMORE DISTRICT

GI000

C O

S H

G R

C H

R E

H O

R E, M

F-

-2

N U

BALTIMORE DISTRICT

WILDLIFE OFFICE

JAN 2022

U .S

. A R

M Y

C O

O F

R S

U S

T, B

M O

R E

G D

Y D

N B

C H

THIS PROJECT WAS DESIGNED BY BALTIMORE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SUBMITTED:

MD LIC. #20463, EXPIRES 28 MAY 22

RECOMMENDED:

CHIEF, MILITARY DESIGN BRANCH: GERALD A. PLACEK, P.E.

CHIEF, GEOTECHNICAL BRANCH: CHARLES E. FREY III, P.E.

CHIEF, ENGINEERING DIVISION: MARY P. FOUTZ, P.E.

MD LIC. #25374, EXPIRES 21 JULY 22

MD LIC. #23155, EXPIRES 08 JULY 23

SHEET

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

BALTIMORE DISTRICT

GI001

D R

G R

C H

R E

H O

R E, M

F-

-2

N U

E U

.S . A

R M

Y C

O R

U S

T, B

M O

R E

G D

Y D

N B

C H

INDEX OF DRAWINGS

Sheet Number SHEET_TITLE

01 - GENERAL INFORMATION

GI000 COVER SHEET

GI001 DRAWING INDEX

GI002 ABBREVIATIONS

03 - SURVEY/MAPPING

VF001 SURVEY DATA AND LEGEND

VF101 SURVEY AND DEMOLITION PLAN

04 - GEOTECHNICAL

B-100 BORING LOCATION PLAN

B-300 SUBSURFACE EXPLORATION LOGS & NOTES

B-301 SUBSURFACE EXPLORATION LOGS

B-501 PAVEMENT SECTION AND TRENCHING DETAILS

B-502 SUBGRADE STABILIZATION DETAILS

05 - CIVIL

CE101 EROSION AND SEDIMENT CONTROL PLAN

CE501 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CE502 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CE503 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CE504 EROSION AND SEDIMENT CONTROL DETAILS

CE505 EROSION AND SEDIMENT CONTROL DETAILS

CE506 EROSION AND SEDIMENT CONTROL DETAILS

CS101 SITE PLAN

CS501 SITE DETAILS

CU201 SANITARY SEWER PROFILE

CU501 STORMWATER MANAGEMENT DETAILS

CU502 WATER LINE DETAILS

CU503 SANITARY SEWER DETAILS

06 - LANDSCAPE

LP101 LANDSCAPE PLAN

LP501 LANDSCAPE NOTES AND DETAILS

08 - ARCHITECTURE

AE101 FLOOR PLAN

AE102 CANOPY, DECKS, STAIRS & RAMPS

AE201 ELEVATIONS

AE601 SCHEDULES

15 - ELECTRICAL

ES101 ELECTRICAL DEMOLITION SITE PLAN

ES102 ELECTRICAL SITE PLAN

ES501 ELECTRICAL SITE DETAILS

ES502 ELECTRICAL SITE DETAILS

ES601 ELECTRICAL SCHEDULES

SHEET

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

E M

C R

O N

BALTIMORE DISTRICT

GI002

N S

G R

C H

R E

H O

R E, M

D es ig ne r

Au th or

C he ck er

F-

-2

N U

E U

.S . A

R M

Y C

O R

U S

T, B

M O

R E

G D

Y D

N B

C H

SHEET NUMBER CONVENTION

BUILDING MATERIALS LEGEND

SEQUENTIAL NUMBERING OF SHEETS (TWO DIGITS)

EARTH

BRICK

STEEL

CONCRETE MASONRY UNITS

CONCRETE

CRUSHED STONE

PLYWOOD

FINISH WOOD

ROUGH WOOD

ACOUSTICAL TILE COMPRESSIBLE FILLER

RIGID INSULATION

BATT INSULATION

PLASTER OR GWB

ABBREVIATIONS

POINT OF VERTICAL CURVE,

POLYVINYL CHLORIDE

PAPER AND LEAD NEOPRENE JACKET

COP, CU

CONCRETE MASONRY UNITS

CORRUGATED METAL PIPE ARCH

CORRUGATED METAL PIPE

COLUMN

CONVERTER

CONTRACTION

CONTINUOUS

CONSTRUCTION

CONNECTION

CONDUCTOR

CONCRETE

CONV

CONTR

CONT

CONST

CONN

COND

CONC

CLEANOUT

CEILING

CLEAR, CLEARANCE

CENTERLINE

CIRCUIT

CONTROL JOINT

CIRCULATING

CAST IRON PIPE

CAST IRON

COL

CMU

CMPA

CMP

CLG

CKT

CIR

CIP

FHC

FPM

4 WAY

FLUOR

FIN

FIG

FABX

FDR

FDN

EXT

EXP JT

EXP

EXIST

ALUMINUM

CUBIC FEET PER MINUTE

CENTER TO CENTER

BRITISH THERMAL UNIT

BITUMINOUS COATED CORRUGATED

METAL PIPE

AMERICAN WIRE GAUGE

CEMENT

CAPACITY

CONDUIT

BASEMENT

BEAM, BENCHMARK

BLOCK

BUILDING

BASE LINE

BITUMINOUS

BTU

CFM

CEM

CAP

C, CND

BSMT

BLK

BLDG

BIT

BOARD

BOTTOM OF CURB

BOTTOM

ASPHALT

ARRESTOR

ARCHITECTURAL

APPROXIMATE

ACCESS PANEL

ALTERNATE

ASPH

BCCMP

AWG

APPROX

ARR

ARCH

ALT

ELEC

EWC

EQUIP

EMT

EMER

DWG

DWD

D PNL

DIM

DIA

DET

ALUMINUM CONDUCTOOR STEEL REINFORCED

AIR CIRCUIT BREAKER

ASBESTOS CEMENT, ASPHALTIC CONCRETE

ANCHOR BOLT, AUGER BOLT

ADJUSTABLE

AREA DRAIN

ACOUSTIC

AIRBREAK SWITCH

AMPERE

ABS

ADJ

ACST

ACSR

ACB

A, AMP

CWB

CTR

CSK

CRS

KIPS (1000 LBS)

LONG LEG VERTICAL

LONG LEG HORIZONTAL

LIGHTNING ARRESTOR

LOUVER, LENGTH, LENGTH OF CURVE

KILOVOLT-AMPERE

KEENE'S CEMENT PLASTER

JANITOR CLOSET

FIRE HOSE CABINET

FEET PER MINUTE

FLOOR, FLASHING

FRAME

FOUR WAY

FLUORESCENT

FELT JOINT

FINISH

FIGURE

FAHRENHEIT, FIRE

EXPANSION JOINT

EXPANSION, EXPOSED

FIRE ALARM BOX

FINISH FLOOR

FIRE HYDRANT

FOUNDATION

FLOOR DRAIN

FEEDER

EXTERIOR

EXISTING

LLV

LLH

LBS

LAV

LIGHT

LIVE LOAD

LEAD COVERED

POUNDS

LAVATORY

KVA

KCP

JST

JCT

KILOWATT

KILOVOLT

KNOCK OUT

JUNCTION

JUNCTION BOX

JOINT

JOIST

PNL

PVC

PSI

PSF

PRIM

PRESS

PRELIM

POV

PJF

PLYWD

PLNJ

PLAS

PIV

PANEL

POINT, POINT OF TANGENT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PRIVATELY OWNED VEHICLE

PULL SWITCH

PRIMARY

PRESSURE

PRELIMINARY

PREFORMED JOINT FILLER

POST INDICATOR VALVE

POINT OF INTERSECTION

PLYWOOD

PLASTER

PROPERTY LINE

PLATE

POINT OF CURVE

PULL BOX

PROFILE

PIPE

INSULATION, INSULATED

INSIDE DIAMETER, INSIDE DIMENSION

INLET, MOMENT OF INERTIA

HIGH WATER LEVEL

HOT WATER, HEADWALL

HIGH STRENGTH

HORSEPOWER, HIGH POINT

HORN GAP SWITCH

GROUND WATER

GLAZED STRUCTURAL UNIT

GALLONS PER MINUTE

GR GRADE

DEPTH, DEEP, DEGREE OF CURVATURE, DRAIN

DRY BULB, DECIBEL, DIRECT BURIAL

ELECTRIC WATER COOLER

ELECTRICAL METALLIC TUBING

ELECTRIC

EACH WAY

EQUIPMENT

EMERGENCY

EQUAL

ELEVATION

EACH FACE

EMPTY

EACH

EAST

CONDUIT

DRINKING WATER DISPENSER

DISTRIBUTION PANEL

DEAD LOAD

DRAWING

DOWNSPOUT

DITTO

DOWN

DIMENSION

DIAMETER

DRILL HOLE

DETAIL

INSUL

INV

INT

HWL

HVY

INVERT

INTERIOR

INCH

HERTZ

HEAVY

H, HGT

HORIZ

HGSW

HDW

GYP

GSU

GRD

HEIGHT

HORIZONTAL

HARDWARE

HARD DRAWN

HOUR

GYPSUM

GROUND

CERAMIC TILE, CURRENT TRANSFORMER

CAPILLARY WATER BARRIER

COLD-ROLLED STEEL

(NONREINFORCED) CONCRETE PIPE

COLD WATER

COUNTER SUNK

CENTER

COPPER

GPM

GOVT

GALV

FTG

GOVERNMENT

GLASS

GALVANIZED

GAGE, GAUGE

FOOT, FEET

FOOTING

FULL SIZE

MIN MINIMUM

OVHD, OH

OPP

OPNG

OCB

NTS

NOM

NIC

MTG

NEUT

NDC

MWP

MTD

MPH

MISC

OUTSIDE DIAMETER

OIL CIRCUIT BREAKER

NOT IN CONTRACT

ON CENTER

OVERHEAD

OPPOSITE

OPENING

OUTSIDE AIR

NOT TO SCALE

NOMINAL

NUMBER

NOSE DOWN CURB

MEMBRANE WATERPROOFING

MEDIUM PRESSURE

MASONRY OPENING

MOUNTING

NEUTRAL

NON CORROSIVE

NORTH

MOUNTED

MILES PER HOUR

MISCELLANEOUS

MET

MEP

MECH

MBH

MAX

MATL

MAS

MACH

MILITARY EQUIPMENT PARKING

THOUSAND BTU PER HOUR

MANHOLE

MECHANICAL

MAXIMUM

METAL

MATERIAL

MASONRY

MACHINE

2:1 SLOPE

SLOPE

1 ON 2

X-STR

XFMR

WWM

SINGLE POLE DOUBLE THROW

STAINLESS STEEL

SWITCHBOARD

TOP OF CURB

TOP AND BOTTOM

TILE, TOP, TANGENT

SWITCHGEAR

SUSPENDED

STRUCTURAL

STANDARD

STREAM, SINGLE THROW, STREET

SINGLE POLE, SINGLE THROW

SPECIFICATION

SUSPENDED PLASTER CEILING

SINGLE POLE

SANITARY MANHOLE

STR

T & B

SWGR

SWBD

SUSP

SUP

SWITCH

SUPPORT

SQ SQUARE

STA

STL

STD

SST

STATION

STEEL

SPEC

SPDT

SPST

SPC

SMH

1 VERTICAL ON 2 HORIZONTAL

2 HORIZONTAL TO 1 VERTICAL

WASTE STACK, WATER SURFACE, WATERSTOP

WATERPROOF, WEATHERPROOF

EXTRA STRENGTH

TRANSFORMER

WELDED WIRE MESH

WATER LEVEL

WIDTH, WINDOW DIMENSION

YEAR

WEIGHT

W/O W/

VWR

VOL

VEST

VERT

VEH

VCP

V ASB

VAC

UNO

TYP

THRU

THRSLD

TERM

TEMP

TEL

RECP RECEPTACLE

REVOLUTIONS PER MINUTE

SUSPENDED KEENE'S CEMENT PLASTER

SINGLE PHASE

STORM DRAIN

SCHEDULE

SUSPENDED ACOUSTICAL TILE CEILING

SANITARY SEWER

SOUTH, SECTION MODULUS

RIGHT OF WAY

RAIN LEADER

RUBBER INSULATED

REQUIRED

REMOVED

RELOCATED

REINFORCEMENT

REGULATOR, REGISTER

REDUCING

SKCP

1 PH

SERV

SECT

SHEET

SLOPE

SERVICE

SECTION

SAN

SCH

SATC

R/W

REQD

RPM

REV

ROOM

ROOF

REVISION

REINF

REM

REL

REG

RED

POINT OF VERTICAL INTERSECTION

ROOF DRAIN, ROAD

REINFORCED CONCRETE PIPE

RADIUS, RISER, RUBBER SHEATH

QUARRY TILE

POINT OF VERTICAL TANGENT

RCP

RAD

RADIUS

PVT

PVI

THROUGH

WIDTH, WASTE, WATER, WATT, WEST

VERTICAL WALL REINFORCING

VARNISH CAMBRIC, VITRIFIED CLAY

VENT, VOLT, VALVE, VELOCITY

TOP OF STEEL

WATER CLOSET

WET BULB

VESTIBULE

VERTICAL

VITRIFIED CLAY PIPE

WITH

WITHOUT

VOLUME

VEHICLE

VAPOR BARRIER

VINYL ASBESTOS

UNLESS NOTED OTHERWISE

UNDERGROUND

TOP OF WALL

VACUUM

TYPICAL

TEST PIT

THRESHOLD

TOTAL HEAD (PUMPS)

TOP OF FOOTING

TERMINAL

TEMPORARY

TELEPHONE

SECOND CHARACTER

DESIGNATOR - SHEET TYPE:

A - ALARM

B - SUBSTRUCTURE

D - DEMOLITION

E - ELEMENTS

F - FINISHES

G - GRAPHICS

H - HVAC

I - INTERIORS

L - LIGHTING

P - PIPING

P - POWER

Q - EQUIPMENT

S - SITE

THIRD CHARACTER

SHEET TYPE:

1 - PLANS

2 - ELEVATONS

3 - SECTIONS

4 - LARGE SCALE VIEWS

5 - DETAILS

6 - SCHEDULES

FIRST CHARACTER

DISCIPLINE:

A - ARCHITECTURE

B - GEOTECHNICAL

C - CIVIL

D - PROCESS

E - ELECTRICAL

F - FIRE PROTECTION

G - GENERAL

H - HAZARDOUS MATERIALS

I - INTERIORS INTERIOR DESIGN

K - FOOD SERVICE

L - LANDSCAPING

M - MECHANICAL

P - PLUMBING

Q - EQUIPMENT

R - RESOURCE

S - STRUCTURAL

T - TELECOMMUNICATIONS

V - SITE / MAPPING

ANNOTATION SYMBOLS

LAST LETTER DESIGNATES BUILDING IDENTITY FOR MULTIPLE BUILDING PROJECTS

PLAN NORTHPLAN NORTH

PLAN NORTH

SHEET

1 3 5 7 9

F I L E

A M

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

US Army Corps

OF Engineers ®

F I

U M

B E

M A

R K

D E

S C

R I P

T I O

N D

A T

2 4 6 8

S U

B M

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T E

C H

E C

K E

D E

S I G

D R

A W

S I Z

B E

L T

S V

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G R

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U L T

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W I L D

L I F

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US Army Corps

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F I

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US Army Corps

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AutoCAD SHX Text

TACK COAT

AutoCAD SHX Text NEW BITUMINOUS SURFACE (9.5mm MIX)

AutoCAD SHX Text NEW BITUMINOUS BASE (12mm MIX)

AutoCAD SHX Text

%%UNEW ASPHALT PAVEMENT SECTION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 2"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 6"

AutoCAD SHX Text

%%UREPLACEMENT OF GRAVEL PAVEMENT DUE TO

AutoCAD SHX Text

%%UTRENCHING (EXISTING TO REMAIN)

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AGGREGATE SURFACE COURSE

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COMPACTED SUBGRADE

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AGGREGATE BASE COURSE

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TACK COAT

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%%UNEW ASPHALT PAVEMENT SECTION -

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AGGREGATE BASE COURSE

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UNCOMPACTED SUBGRADE

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WITH EARTHWORK SPECIFICATION 31 00 00. DEPTH OF OVER EXCAVATION

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AND REPLACEMENT SHALL BE INCREASED AS NECESSARY TO ACHIEVE

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STABLE SUBGRADE (PER "CHANGES" CLAUSE).

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SPECIFICATION 32 11 23.

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AGGREGATE BASE COURSE

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WITH SPECIFICATION 32 11 23.

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EXISTING

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GRAVEL

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NOTE 3: DETAIL IS FOR REFERENCE ONLY, NOT TO BE INCLUDED IN BASE BID.

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NEW PAVEMENT

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AGGREGATE BASE COURSE

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%%UAND EXISTING GRAVEL SURFACE

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EXISTING GRAVEL

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NEW ASPHALT PAVEMENT

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COMPACT SBGRD

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%%USUBBASE STABILIZATION SECTION DETAIL

AutoCAD SHX Text NOTE - THIS DETAIL IS CONCEPTUAL ONLY. PROVIDED AS REFERENCE, FOR INFORMATION ONLY. SUBGRADE STABILIZATION IS NOT PART OF THE BASE BID, AND WILL BE HANDLED VIA THE "CHANGES" CLAUSE. 1. LOCATION: PROOFROLLING AND SUBRADE STABILIZATION IS REQUIRED AS SPECIFIED IN SPECIFICATION SECTION 31 00 00. 2. PROOFROLL ELEVATION: CONTRACTOR SHALL EXCAVATE TO THE REQUIRED DEPTH FOR PAVEMENT SUBGRADE TO PERFORM THE PROOFROLL. CONTRACTOR SHALL NOT EXCAVATED DEEPER INTO EXISTING SUBGRADE THAN WHAT IS REQUIRED FOR CONSTRUCTING PAVEMENT SECTION. WITHIN BUILDING LIMITS, PROOFROLL SHALL BE PERFORMED ON EXPOSED SUBGRADE, AFTER STRIPPING OF TOPSOILS AND UNSUITABLE MATERIAL. 3. LIMITS OF PLACEMENT: THE AGGREGATE STABILIZATION LAYER SHALL EXTEND A MINIMUM OF 3 FEET BEYOND AREAS OF FAILED PROOFROLL. 4. SURFACE PREPARATION: THE CONTRACTOR SHALL REMOVE ANY SURFACE MUD AND PLACE THE STABILIZATION GEOTEXTILE DIRECTLY ON THE UNDISTURBED SUBGRADE. 5. STABILIZATION GEOTEXTILE REQUIREMENTS: A. GENERAL: REFER TO SPECIFICATION SECTION 31 00 00 FOR GENERAL: REFER TO SPECIFICATION SECTION 31 00 00 FOR STABILIZATION MATERIAL REQUIREMENTS. B. GEOTEXTILE OVERLAP: IF MORE THAN ONE ROLL WIDTH OR LENGTH GEOTEXTILE OVERLAP: IF MORE THAN ONE ROLL WIDTH OR LENGTH OF GEOTEXTILE IS REQUIRED, OVERLAP THE TWO WIDTHS A MINIMUM OF 2 FEET. 6. PLACEMENT OF AGGREGATE STABILIZATION LAYER: A. DO NOT DRIVE DIRECTLY ON THE GEOTEXTILE. DO NOT DRIVE DIRECTLY ON THE GEOTEXTILE. B. BACK DUMP THE STABILIZATION AGGREGATE MATERIAL ONTO THE BACK DUMP THE STABILIZATION AGGREGATE MATERIAL ONTO THE GEOTEXTILE. C. SPREAD OUT THE AGGREGATE IN THE DIRECTION OF ANY OVERLAP SPREAD OUT THE AGGREGATE IN THE DIRECTION OF ANY OVERLAP OF THE GEOTEXTILE WHILE MAINTAINING A MINIMUM OF 12 INCHES OF AGGREGATE AT ALL TIMES. D. COMPACT WITH MINIMAL PASSES OF A STATIC ROLLER, TO ACHIEVE COMPACT WITH MINIMAL PASSES OF A STATIC ROLLER, TO ACHIEVE 90% MAXIMUM DENSITY. DO NOT OVER COMPACT, AVOID WICKING UP MOISTURE FROM SUBGRADE INTO AGGREGATE LAYER. 7. EQUIPMENT FOR SURFACE PREPARATION AND AGGREGATE PLACEMENT: ALL OF THE ABOVE WORK SHALL BE DONE WITH TRACKED VEHICLES. PNEUMATIC-TIRED VEHICLES SHALL BE LIMITED TO MINIMUM HAULING EQUIPMENT NECESSARY TO COMPLETELY PLACE THE AGGREGATE STABILIZATION LAYER. COMPACTION SHALL BE ACCOMPLISHED WITH STATIC ROLLER. 8. ANTICIPATED RUTTING AND REMEDIAL WORKING OF AGGREGATE STABILIZATION LAYER: THE CONTRACTOR CAN ANTICIPATE INITIAL RUTS OF UP TO 4 INCHES IN DEPTH TO DEVELOP DURING SUBSEQUENT OPERATION OF PNEUMATIC-TIRED VEHICLES ON THE AGGREGATE STABILIZATION LAYER. DO NOT GRADE OUT THE RUTS. BACK DUMP ADDITIONAL AGGREGATE MATERIAL AND CONTINUE TO FILL IN THE RUTS BACK TO THE REQUIRED GRADES UNTIL A STABLE SURFACE IS ACHIEVED. 9. SUBSEQUENT OPERATIONS: THE CONTRACTOR SHALL OPERATE OUTSIDE OF THE AGGREGATE STABILIZATION LAYER AT ALL TIMES AND SHALL MINIMIZE CONTAMINATION OF THE SURFACE WITH MUD, SOIL, OR OTHER CONSTRUCTION DEBRIS.

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%%USUBGRADE/ SUBBASE STABILIZATION NOTES:

(FOR REFERENCE ONLY, NOT PART OF BASE BID)

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STANDARD STABILIZATION NOTE

Following initial soil disturbance or redisturbance, permanent or temporary stabilization shall be completed within:

a) Three (3) calendar days as to the surface of all perimeter controls, dikes, swales, ditches, perimeter slopes, and all slopes steeper than 3 horizontal to 1 vertical (3:1); and

b) Seven (7) calendar days as to all other disturbed or graded areas on the project site not under active grading.

MDE requires that these notes, in their entirety, be included on the erosion and sediment control plan. It is recognized that not every note may apply to all projects. The requirement of any individual note not applicable to the subject project is not binding upon the applicant or the applicant's contractor.

1. The contractor shall notify MDE at (410) 537-3510 seven (7) days before commencing any land disturbing activity and, unless waived by MDE, shall be required to hold a pre- construction meeting between project representatives and a representative of MDE.

2. The contractor shall notify MDE in writing and by telephone at the following points:

A. The required pre-construction meeting.

B. Following installation of sediment control measures.

C. During the installation of sediment basins (to be converted into permanent stormwater management structures) at the required inspection points (see Inspection Checklist on plan). Notification prior to commencing construction of each step is mandatory.

D. Prior to removal or modification of any sediment control structure(s).

E. Prior to removal of all sediment control devices.

F. Prior to final acceptance.

3. The plan approval letter, approved erosion and sediment control plans, daily log books, and test reports shall be available at the site for inspection by duly authorized officials of MDE and the agency responsible for the project.

4. The contractor shall construct all erosion and sediment control measures per the approved plan and construction sequence and shall have them inspected and approved by the MDE inspector prior to beginning any other land disturbances. Minor sediment control device location adjustments may be made in the field with the approval of the MDE inspector. The contractor shall ensure that all runoff from disturbed areas is directed to the sediment control devices and shall not remove any erosion or sediment control measure without prior permission from MDE inspector. The contractor shall obtain prior agency and MDE approval for modifications to the erosion and sediment control plan and/or sequence of construction.

5. The MDE inspector has the option of requiring additional safety or sediment control measures, if deemed necessary.

6. The contractor shall protect all points of construction ingress and egress to prevent the deposition of materials onto public roads. All materials deposited onto public roads shall be removed immediately.

7. The contractor shall inspect daily and maintain continuously in an effective operating condition all erosion and sediment control measures until such time as they are removed with prior permission from the MDE inspector.

8. Erosion and sediment control for utility construction shall be provided in accordance with approved plans. Utility construction shall only be for areas within the delineated limit of disturbance. Call “Miss Utility” at 1-800-257-7777

48 hours prior to the start of work. When same day stabilization is approved:

A. Excavated trench material shall be placed on the high side of the trench.

B. Trenches for utility installation shall be backfilled, compacted, and stabilized at the end of each working day. No more trench shall be opened than can be completed the same day.

9. All water removed from excavated areas shall be passed through an MDE approved dewatering practice or pumped to a sediment trap or basin prior to discharge to a functional storm drain system or to stable ground surface.

10. Concrete washout structures shall be used when concrete trucks, drums, pumps, chutes, or other equipment is rinsed or cleaned on-site.

11. Construction activities producing dust shall implement control measures to avoid the suspension of dust particles and/or prevent dust from blowing off-site or to areas without treatment.

12. Following initial soil disturbance or re-disturbance, permanent or temporary stabilization shall be completed within:

A. Three (3) calendar days as to the surface of all perimeter controls, dikes, swales, ditches, perimeter slopes, and all slopes steeper than 3 horizontal to 1 vertical (3:1); and

B. Seven (7) calendar days as to all other disturbed or graded areas on the project site not under active grading.

13. Vegetative stabilization shall be performed in accordance with the 2011

Maryland Standards and Specifications for Soil Erosion and Sediment Control.

Refer to appropriate specifications for temporary seeding, permanent seeding, mulching, sodding, and ground covers.

14. When seeding, all disturbed areas with slopes flatter than 2:1 shall be stabilized with 4 inches of topsoil, seed, and mulch. All disturbed areas with slopes 2:1 or steeper shall be stabilized with matting over 2 inches of topsoil and seed.

15. All sediment basins, trap embankments and slopes, perimeter dikes, swales and all disturbed slopes steeper or equal to 3:1 shall be stabilized with seed and anchored straw mulch, sod, or other approved stabilization measures, as soon as possible but no later than three (3) calendar days after establishment.

All areas disturbed outside of the perimeter sediment control system shall be minimized. Maintenance shall be performed as necessary to ensure continued stabilization.

16. Permanent swales or other points of concentrated water flow shall be stabilized with seed and an approved erosion control matting, sod, rip-rap, or other approved stabilization measures.

17. For stockpile slopes steeper than 3 horizontal to 1 vertical (3:1), the contractor shall apply seed and anchored straw mulch, sod, or other approved stabilization measures to the face of the stockpile within three (3) calendar days of activity having ceased on the respective face. For slopes 3:1 or flatter, the contractor shall apply stabilization measures to the face of the stockpile within seven (7) calendar days of activity having ceased on the respective face.

Maintenance shall be performed as necessary to ensure continued stabilization.

18. For finished grading, the contractor shall provide adequate gradients to prevent water from ponding for more than twenty-four (24) hours after the end of a rainfall event. Drainage courses and swale flow areas may take as long as forty-eight (48) hours after the end of a rainfall event to drain. Areas designed to have standing water shall not be required to meet this requirement.

19. Where deemed appropriate by the engineer or inspector, sediment basins and traps may need to be surrounded with an approved safety fence. The fence must conform to local ordinances and regulations. The developer or owner shall check with local building officials on applicable safety requirements.

Where safety fence is deemed appropriate and local ordinances do not specify fencing sizes and types, the following shall be used as a minimum standard:

The safety fence shall be made of welded wire and at least 42 inches high, have posts spaced no farther apart than 8 feet, have mesh openings no greater than 2 inches in width and 4 inches in height with a minimum of 14 gauge wire.

Safety fence shall be maintained and in good condition at all times.

20. All sediment trap depth dimensions are relative to the outlet elevation. All traps shall have a stable outfall. All traps and basins shall have stable inflow points.

21. Sediment shall be removed and the trap or basin restored to its original dimensions when the sediment has accumulated to one quarter of the total depth of the trap or basin. Total depth shall be measured from the trap or basin bottom to the crest of the outlet.

22. Sediment removed from traps (and basins) shall be placed and stabilized in approved areas, but not within a floodplain, wetland or tree-save area. When pumping sediment laden water, the discharge shall be directed to an MDE approved sediment trapping device prior to release from the site. A sump pit may be used if sediment traps themselves are being pumped out.

23. Prior to removal of sediment control measures, the contractor shall stabilize and have established permanent stabilization for all contributory disturbed areas using sod or an approved permanent seed mixture with required soil amendments and an approved anchored mulch. Wood fiber mulch may only be used in seeding season where the slope does not exceed 10% and grading has been done to promote sheet flow drainage. Areas brought to finished grade during the seeding season shall be permanently stabilized as soon as possible, but not later than three (3) calendar days after establishment for slopes steeper than 3 horizontal to 1 vertical (3:1) and seven (7) calendar days for flatter slopes. When property is brought to finished grade during the months of November through February, and permanent stabilization is found to be impractical, temporary seed and anchored straw mulch shall be applied to disturbed areas. The final permanent stabilization of such property shall be applied by March 15 or earlier if ground and weather conditions allow.

24. Temporary sediment control devices shall be removed with permission of the

MDE inspector within thirty (30) calendar days following establishment of permanent stabilization in all contributory drainage areas. Upon removal of sediment control devices, the area disturbed by removal shall be stabilized with topsoil, seed, and mulch, or as specified, within 24 hours of said removal.

Stormwater management structures used temporarily for sediment control shall be converted to the permanent configuration within this time period as well.

25. Off-site spoil or borrow areas on State or federal property shall have prior approval by MDE and other applicable State, federal, and local agencies;

otherwise approval shall be granted by the local authorities. All waste and borrow areas off-site shall be protected by sediment control measures and stabilized.

26. Site Information:

A. Area Disturbed 0.92 Acres

B. Total Cut Cubic Yards*

C. Total Fill Cubic Yards*

D. Off-Site Waste/ Borrow Area Location OFF SITE / TBD

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* TALL FESCUE PORTION OF "PERMANENT SEEDING" MIX SHALL BE A TURF-TYPE TALL FESCUE BLEND CONTAINING 3 OR MORE OF THE LATEST IMPROVED VARIETIES. FOR TURF-TYPE TALL FESCUE CULTIVARS, SEE THE MOST UP TO DATE UNIVERSITY OF MARYLAND TURFGRASS TECHNICAL UPDATE (TT-77).

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#5 @ 12" OC EACH WAY

6" TYP

SEE

CIVIL/ARCH/MECH

FOR LOCATION

AND SIZE

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(TYP)

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AS-BUILT CERTIFICATION REQUIREMENTS:

4 HOLES PER ROW. WRAPPED WITH

PERFORATIONS: 3/8"DIA @ 6" O/C

6" PERFORATED PVC (Sch 40)

ESDv

No. 57 STONE

DOUBLE WASHED

FILTER BED AREA PER PLAN

NON-WOVEN GEOTEXTILE

(SIDES ONLY)

PONDING DEPTH

1/4" GALVANIZED HARDWARE CLOTHSUBGRADE

3" MIN

4" No. 8 STONE

4" COARSE SAND

6" PVC OBSERVATION

WELL W/ SCREW-ON

CAP SEE NOTE 6

3/8"DIA @ 6" O/C, 4

PERFORATIONS:

HOLES PER ROW.

WRAPPED WITH 1/4"

SOLID PIPE

THROUGH SOIL

MEDIA AND PEA

GRAVEL

GALVANIZED HARDWARE

CLOTH.

FILTER BED

SURFACE ELEV.

SOIL

MEDIA

3" MULCH

ABOVE FILTER

BED

TOP OF PONDING

SHEET

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Wind

RUBBER HOSE

(BLACK)

120°

PLAN

3-4" DOUBLE-SHREDDED DARK

HARDWOOD BARK MULCH

GUY CABLE

NOTE:

ON WINDY SITE 2 STAKES

SHALL BE ON PREVAILING

WINDY SIDE.

NO PRUNING - EXCEPT FOR

BROKEN OR DEAD BRANCHES.

PRUNE AT NODE OR BRANCH

BARK COLLAR WITH CLEAN

SHARP PRUNERS

2"X2"X48" HARDWOOD

STAKES. 3 TOTAL, 120°

APART OR AS DIRECTED

REMOVE ALL TAGS, RIBBONS,

PROTECTIVE TAPE, BURLAP, AND

TRANSIENT TRUNK GUARDS

UNDISTURBED SUBGRADE

FINISHED GRADE

PLANTING SOIL MIXTURE

(SEE THIS SHEET)

TOPSOIL

PLANTING BASE SOIL TO SUPPORT

ROOTBALL WITH NO SETTLEMENT

SCARIFIED SUB-GRADE REMOVE

ALL LARGE ROCKS AND CONSTRUCTION

DEBRIS FROM PLANTING PIT

DEPTH

OF ROOT

BALL

EARTH SAUCER TO THE

LIMITS OF CANOPY

NOTES:

NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT.

REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD BURLAP BACK

BELOW GRADE.

SEE RELATED PLANTING DETAILS PER TREE SIZE FOR ALL OTHER RELATED

DETAILS AND DEPTHS FOR TREE PLANTING.

REMOVE ALL TWINE, WIRE, ROPE AND

BURLAP FROM TOP 1/3 OF ROOT BALL.

(REMOVE ALL NON-ORGANIC TWINE,

BURLAP FROM ENTIRE ROOT BALL).

IF WIRE BASKET, CUT BASKET IN 4 PLACES

AND FOLD DOWN 8" INTO PLANTING HOLE.

ROOT BALL1'-6" 1'-6"

NOTES :

1. QUANTITY OF PLANTS AND ON-CENTER SPACING IS INDICATED ON PLANT SCHEDULE.

2. INSTALL PLANTS WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED ON DRAWINGS.

3. FOR ALL ORNAMENTAL GRASS PLANTINGS, PROVIDE 3-4" OF DOUBLE-SHREDDED DARK

HARDWOOD BARK MULCH OVER ENTIRE PLANTING BED. DO NOT COVER CROWNS OF PLANTS.

4. PLANT SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS THEY DID IN THE NURSERY.

RETAIN NATURAL PLANT SHAPE.

SHEET

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AE201

LICENSE ISSUE

PUBLIC TOILET

PUBLIC WAITING

KITCHEN

OFFICE

12A

SECURE ST

TOILET

SHOWER

NOTE 2

OFFICE

12B

RAMP DN

5' - 0"

3' - 0"

4' - 0"

UTILITY RM

(MIN.)

6' - 9"

(MIN.)

5' - 11"8' - 0"

ENTRY

SEE

LEGEND

NOTE 3

OUTLINE LOCATION OF

GUN SAFE

CONCRETE SLAB ON

GRADE (TYP.)

OUTLINE OF

WALK-IN

REFRIGERATOR -

INSTALLED BY

OTHERS.

OUTLINE OF SCALE -

INSTALLED BY OTHERS.

PROVIDE OUTDOOR

POWER SUBPANEL FOR

WALK-IN REFRIGERATOR

PROVIDE & LOCATE

HOSE BIB - OUTDOOR

SPIGOT

NOTE 3

OUTLINE OF WASHER

& DRYER - INSTALLED

BY OTHERS (NIC)

CANOPY NOTE 6

NOTE 6

LOCATE ACCESS

DOOR INTO CRAWL

SPACE BELOW -

ALIGN UNDER

WINDOW

~ 30' - 0" ~ 30' - 0"

~ 60' - 0"

W1W1W1W1 W1W1W1

AE601

12A

12B

DETAIL NOTES:

2. SHOWER REQUIRES ABA COMPLIANCE – PROVIDE REINFORCED

FIBERGLASS SHOWER PAN & WALL PANEL LINERS. INCLUDE FOLDING

SHOWER SEAT, GRAB BARS, SHOWER CONTROL WITH HAND HELD

HEAD, & WALL MOUNTED SOAP TRAY. ACTUAL INSIDE CLEAR

DIMENSIONS OF SHOWER ENCLOSURE 36”X36”.

LOCATE SYSTEM CONTROLS IN UTILITY ROOM. SYSTEM CONTROLS

SHALL INCLUDE, BUT NOT BE LIMITED TO MECHANICAL SYSTEMS,

SERVICE PANELS, WATER HEATER, & SPRINKLER SYSTEM CONTROLS

AIR FILTERS & WATER FILTERS.

3. TRANSACTION WINDOW W/ TWO WORKING SERVICE COUNTERS OF

SOLID SURFACE. ONE SERVICE COUNTER ON EACH SIDE OF WINDOW.

LEGEND:

DOOR TAG - DOOR SCHEDULE ON AE101. FOR DOOR

TYPES & ELEVATION SEE SHEET AE601.

PROJECT REQUIRES FULL COMPLIANCE W/ ARCHITECTURAL BARRIERS

ACT (ABA) THROUGHOUT. ESPECIALLY AT DOOR THRESHOLD &

EXTERIOR WOOD FRAMED DECK ELEVATIONS NO GREATER THAN ¼”.

PROVIDE HOOKUPS FOR WASHER & DRYER, INCLUDING RECESSED IN

WALL HOT & COLD WATER WITH SHUT OFF VALVES, SANITARY WASTE,

120 & 240 ELECTRIC POWER, & DRYER VENT. - WASHER & DRYER NOT IN

CONTRACT, & INSTALLED BY GOVERNMENT.

EXTERIOR CANOPY, DECKS, STAIRS, & RAMP. AFTER INSTALLATION OF

PREFABRICATED STRUCTURE, ERECTION OF WOOD FRAMED EXTERIOR

CANOPY, DECKS, STAIRS, & RAMP TO BE DESIGNED & CONSTRUCTED BY

CONTRACTOR. REFER TO SECTION 06 10 00, ROUGH CARPENTRY.

GENERAL NOTES:

A. PROVIDE FACTORY FABRICATED BUILDING PER SECTION 13 34 19,

PREFABRICATED MODULAR STRUCTURE. INSTALLATION REQUIRES NO

FEWER THAN FIFTEEN STRUCTURAL PIERS BENEATH TRAILER CHASSIS.,

EACH LOCATED BY DESIGN PROVIDED BY MANUFACTURE. FOR PIERS,

USE CONCRETE MASONRY UNITS (CMU) & DESIGN FOR LATERAL

LOADS. .

B. FLOOR PLAN LAYOUT & DIMENSIONS REPRESENT GOVERNMENTS

REQUESTED FUNCTIONAL LAYOUT. CONTRACTOR SHALL PROVIDE

REQUESTED LAYOUT AS MUCH AS PRACTICABLE. FABRICATOR IS

RESPONSIBLE RESOLVING DIMENSIONS & SIZES AS NECESSARY FOR

CONSTRUCTION, TRANSPORT, ERECTION & STRUCTURE. SIZE OF

UTILITY ROOM CAN CHANGE AS NEEDED. PROVIDE FLOOR PLAN AS

CLOSE TO REPRESENTATIVE PLAN AS PRACTICABLE.

DESIGN FLOOR STRUCTURE & ASSEMBLY TO

ACCOMMODATE CONCENTRATED FLOOR LOAD. SEE LIST

OF CRITERIA FOR LOADS.

US Army Corps of Engineers ®

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1/4" = 1'-0"A

FLOOR PLAN

PLAN NORTH

0 2' 8'4'

SCALE: 1/4" = 1' - 0"1

ARIAL OVERVIEW

DOOR SCHEDULE

DOOR #

ROOM: # STC

DOOR PANEL FRAME FIRE

RATING

(MIN.) CommentsELEV. MAT'L W H T U.C. ELEV. MAT'L

01 1 --- A ALUM 3' - 0" 7' - 0" 1 3/4" 3/4" A ALUM ---

02 2 --- --- HM 3' - 0" 7' - 0" 1 3/4" --- C HM --- CASED OPENING

03 3 --- C HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

04 4 --- C HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

06 6 --- C HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

07 7 --- C HM 2' - 6" 7' - 0" 1 3/4" 3/4" C HM ---

08 8 --- B HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

09 9 --- C HM 2' - 6" 7' - 0" 1 3/4" 3/4" C HM ---

10 10 --- C HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

11 11 --- B HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

12A 12A --- C HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

12B 12B --- C HM 3' - 0" 7' - 0" 1 3/4" 3/4" C HM ---

C A

N O

P Y

OUTLINE OF FREE

STANDING FRAMED

CANOPY ABOVE.

OUTLINE OF

WALK-IN

REFRIGERATOR -

INSTALLED BY

OTHERS.

OUTLINE OF SCALE -

INSTALLED BY OTHERS.

END OF PREFABRICATED

MODULAR STRUCTURE

NOTES:

1. DESIGN & CONSTRUCT

FREESTANDING CANOPY

2. PROVIDE VENTED ALUM SOFFIT

/ CEILING THROUGHOUT

KEEPING BIRDS OUT (TYP.)

3. ROOF SLOPE & ROOFING TO

MATCH STRUCTURE. PROVIDE

METAL FLASHING TO THE

STRUCTURE. (TYP.)

NOTES:

1. DESIGN & PROVIDE CONSTRUCTION FOR DECKS, STAIRS, RAMP &

CANOPY PER SECTION 06 10 00, ROUGH CARPENTRY.

2. DECKS, STAIRS, & RAMP REQUIRED TO COMPLY WITH ARCHITECTURAL

BARRIERS ACT (ABA). MAXIMUM RAMP SLOPE AS INDICATED. DECK

ELEVATIONS LOWER THAN ACTUAL INTERIOR FINISH FLOOR ELEVATION

BY NO MORE THAN 1/4".

4. PROVIDE LOW END OF RAMP W/ METAL TRANSITION PLATE COMPLYING

WITH ABA FLOOR ALIGNMENTS.

5. PROVIDE BIRD SCREEN ON UNDER SIDE OF FRAMING OF CANOPY &

DECKS,

PROVIDE SAFETY RAILING, GRAB WITH BALUSTRADE THROUGHOUT PER

SECTION 05 52 00, METAL RAILINGS.

6. REFER TO CIVIL DRAWINGS FOR GRADE & SLAB ELEVATIONS. ACTUAL

ELEVATIONS TO BE USED TO DETERMINE DESIGN CRITERIA FOR DECKS,

STAIRS & RAMP. (TYP.)

7. LOCATE UTILITY’S DIRECTLY UNDER PREFABRICATED STRUCTURE

COMING UP THROUGH SLAB ON GRADE & CLOSE TO WHERE FINAL

CONNECTIONS ARE MADE. UTILITIES INCLUDE WATER, SANITARY,

ELECTRIC & COMMUNICATION.

GENERAL NOTES:

A. DESIGN & CONSTRUCT WOOD FRAMED DECKS, STAIRS & RAMPS PER

SECTION 06 10 00, ROUGH CARPENTRY. WOOD SHALL BE PRESSURE

TREATED & RATED FOR GROUND CONTACT. FOR DECK BOARDS

PROVIDE PLASTIC WOOD ORIENTED PERPENDICULAR TO TRAVEL

PATH.

8. PROVIDE GUTTERS & DOWNSPOUTS ALONG ROOF EAVES (TYP.)

9. PROVIDE SUPPORT COLUMNS NO LESS THAN 6X6. BEVEL EACH EDGE

W/ 1" – 45 DEGREE CHAMFER FULL HEIGHT. PROVIDE METAL COLUMN

BASES PREVENTING CONTACT OF WOOD WITH GRADE OR CONCRETE.

ANCHORS SHALL ALLOWING VENTING & DRAINAGE.

01 FLOOR PLAN

3' - 6"

TO SLAB ON GRADE

FREE STANDING FRAMED CANOPY,

MATCH SLOPE, ROOF & MATERIALS

OF STRUCTURE.

OUTLINE OF WALK-IN

REFRIGERATOR -

INSTALLED BY OTHERS.

OUTLINE OF SCALE -

INSTALLED BY OTHERS.

L E

A R

H E

NOTE 3

CLOSE GABLE END WITH SIDING &

PROVIDE RAKE & FASCIA TRIM W/

GUTTERS & DOWNSPOUTS.

DESIGN LATERAL

BRACING AS

REQUIRED.

NOTE 8

NOTE 9

01 FLOOR PLAN

3' - 6"

TO SLAB ON GRADE

L E

A R

H E

FREE STANDING FRAMED

CANOPY, MATCH SLOPE, ROOF

& MATERIALS OF STRUCTURE.

NOTE 8

PROVIDE COLUMNS NO LESS THAN

6X6. CHAMFER EACH EDGE W/ 1"

SIZE.

DESIGN LATERAL

BRACING AS

REQUIRED.

NOTE 8

RAMP DN

NOTE 1

MIN.

> 5'-0"

SLOPE 7/8" ON 12" (MAX)

AS REQ. FOR GRADE ALIGNMENT

RAMP DN

FOR ELEVATIONS

REFER TO CIVIL

DWGS.

LANDING

SIDEWALK

NOTE 6

NOTE 4.

AE102

10' - 0"

3' - 3" 5' - 3" 1' - 6"

SLOPE 7/8" ON 12" (MAX)

20' - 0"

AE102

AE201

01 FLOOR PLAN

3' - 6"

. 1' - 5"

1' - 4" 1' - 4"

. 1' - 5"

1X6 PLASTIC LUMBER

DECK BOARDS - ORIENT

PERPENDICULAR TO

LENGTH OF RAMP (TYP.)

2X PT RAMP STRINGERS,

16" OC (MAX) PROVIDE

BRIDGING @ 8' OC (MAX)

(TYP.)(MIN)

. 5' - 6"

DOUBLE STRINGERS

AT EDGE (TYP.)

METAL RAILING & HANDRAIL

PER SECTION 05 52 00.(TYP.)

AE102

RAMP DN

C A

N O

P Y

FREE STANDING FRAMED

CANOPY, MATCH SLOPE,

ROOF & MATERIALS OF

STRUCTURE.

NOTE 1

6' - 1 1/2" 6' - 0"

SLOPE 7/8" ON 12" (MAX)

~ 26' - 0" > 5'-0"

SLOPE 7/8" ON 12" (MAX)

AS REQ. FOR GRADE ALIGNMENT

RAMP DN

CONC. SLAB ON GRADE 6' x 5'

AT 4" THICK, NOTE 6

5' - 0"

REFER TO

CIVIL DWGS.

LANDING

SIDEWALK

NOTE 6

NOTE 4.

OUTLINE OF

WALK-IN

REFRIGERATOR -

INSTALLED BY

OTHERS.

OUTLINE OF SCALE -

INSTALLED BY OTHERS.

LOCATION OF

ACCESS DOOR INTO

CRAWL SPACE

NOTE 8

10' - 0"

AE601

NOTE 9

(TYP.)

01 FLOOR PLAN

3' - 6"

1X6 PLASTIC LUMBER

DECK BOARDS - ORIENT

PERPENDICULAR TO

LENGTH OF TRAVEL (TYP.)

2X PT RAMP STRINGERS,

16" OC (MAX) PROVIDE

BRIDGING @ 8' OC (MAX)

(TYP.)

DOUBLE STRINGERS

AT EDGE (TYP.)

METAL RAILING & HANDRAIL

PER SECTION 05 52 00.(TYP.)

5' - 3"

1' - 3 1/2" 1' - 4"1' - 4" 1' - 3 1/2"

11" MIN.

E Q

1X6 PLASTIC LUMBER

DECK BOARDS - ORIENT

PERPENDICULAR TO

LENGTH OF TRAVEL (TYP.)

2X PT STRINGERS,

16" OC (MAX) (TYP.)

ALL RISERS EQUAL AND

LESS THAN 7” RISE (TYP.)

5/8” PT PLY RISERS,

ALLOW DRAINAGE ON

BACKSIDE (TYP.)

" 7

T Y

P T

H R

O U

G H

O U

FABRICATE USING 1 1/2”

DIAM ALUMINUM TUBES

THROUGHOUT W/

WELDED JOINTS

FACTORY FINISH BLACK

HANDRAIL 1 1/2”

DIAM ALUMINUM

TUBES W/ WELDED

OFFSET BRACKETS

FACTORY FINISH

BLACK

METAL MOUNTING BRACKET – USE

MIN. 3 THROUGH BOLTS TO FACE OF

DECK FRAMING (TYP.)

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

AE102

C A

N O

P Y

E C

K S

T A

A M

P S

B E

L T

S V

L E

A G

U L T

U R

A L R

E S

E A

R C

H C

E N

L T

S V

L E

B A

L T

R E

T R

O P

S P

L A

Z A

B A

L T

R E

A R

Y L A

N D

U S

A R

M Y

E N

E E

R D

T B

A L T

R E

E N

E E

G D

R Y

D E

N B

R A

N C

D e s ig n e r

A u th o r

C h e c k e r

J A

F -8

-5

-2

E N

U M

B E

E N

A M

D L

E O

F F

1/8" = 1'-0"A

CANOPY PLAN LAYOUT

PLAN NORTH

0 4' 16'8'

SCALE: 1/8" = 1' - 0"

1/8" = 1'-0"A1

ELEVATION

1/8" = 1'-0"A2

ELEVATION

1/8" = 1'-0"B

RAMP DETAIL PLAN

1/4" = 1'-0"3

RAMP SECTION (TYP.)

1/8" = 1'-0"C

PLAN CANOPY, DECKS, STAIR & RAMP

1/4" = 1'-0"2

AE102 - 2 - RAMP SECTION

3/4" = 1'-0"1

ACT CEILING AT WALL (TYP.)

3/4" = 1'-0"4

GUARD RAIL & HANDRAIL DETAIL

0 2' 8'4'

SCALE: 1/4" = 1' - 0"

0 2' 3'1'

SCALE: 3/4" = 1' - 0"

01 FLOOR PLAN

3' - 6"

TO SLAB ON GRADE

02_EAVE ELEV

12' - 0"

NOTE 1

01 FLOOR PLAN

3' - 6"

TO SLAB ON GRADE

02_EAVE ELEV

12' - 0"

LOCATION OF

ACCESS DOOR INTO

CRAWL SPACE

CL7

01 FLOOR PLAN

3' - 6"

02_EAVE ELEV

12' - 0"

NOTE 6

01 FLOOR PLAN

3' - 6"

TO SLAB ON GRADE

02_EAVE ELEV

12' - 0"

NOTE 1

DORMER REQUIRED

OVER DOOR

NOTES:

1. PROVIDE ENCLOSED SKIRTING ALL AROUND. PROVIDE ACCESS DOOR

AS SHOWN AND INCLUDE LOCK. SKIRTING SHALL INCLUDE FRAME WITH

METAL FENCING SPECIFICALLY TO KEEP ANIMALS OUT. VERTICAL VINYL

SIDING TO COVER & CONCEAL SPACE UNDER STRUCTURE.

01 FLOOR PLAN

3' - 6"

02_EAVE ELEV

12' - 0"

ATTIC SPACE VENTED (TYP.)

RIDGE VENT (TYP.)

INSULATED

CEILING R>24

MIN. (TYP.)

INSULATED

FLOOR R>30

MIN. (TYP.)

INSULATED

WALLS R>20

MIN. (TYP.)

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

AE201

E L E

V A

N S

B E

L T

S V

L E

A G

U L T

U R

A L R

E S

E A

R C

H C

E N

L T

S V

L E

B A

L T

R E

T R

O P

S P

L A

Z A

B A

L T

R E

A R

Y L A

N D

U S

A R

M Y

E N

E E

R D

T B

A L T

R E

E N

E E

G D

R Y

D E

N B

R A

N C

D e s ig n e r

A u th o r

C h e c k e r

J A

F -8

-5

-2

E N

U M

B E

E N

A M

D L

E O

F F

1/4" = 1'-0"2

WEST ELEVATION

1/4" = 1'-0"4

SOUTH ELEVATION

1/4" = 1'-0"3

EAST ELEVATION

1/4" = 1'-0"1

NORTH…

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File details come from the government source that posted it. Updated Mar 15, 2022.