A.07.23_ATCH_2_-_Sand_and_Salt_Drawings_29_July_2015.pdf

ANDREW F. CRONAN

Lic. No. 4775

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USACE ANC SOIL, SAND, & SALT

STORAGE BUILDING

ARLINGTON NATIONAL CEMETERY

SCHEDULE OF DRAWINGSSCHEDULE OF DRAWINGSSCHEDULE OF DRAWINGSSCHEDULE OF DRAWINGS

PROJECT TEAM:PROJECT TEAM:PROJECT TEAM:PROJECT TEAM:

ARCHITECTARCHITECTARCHITECTARCHITECT

GUERNSEY TINGLE ARCHITECTS

4350 NEW TOWN AVENUE

SUITE 101

WILLIAMSBURG, VIRGINIA 23188

757#220#0220

ARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURAL

A1.01 SITE LOCATION PLAN

A1.02 GATE & SITE WALL DETAILS

A1.03 HEADSTONE STORAGE RACK

A2.01 FLOOR PLAN

A2.02 PLAN DETAILS

A3.01 ROOF PLAN

A3.02 ROOF DETAILS

A3.03 ROOF DETAILS

A3.04 ROOF DETAILS

A4.01 BUILDING ELEVATIONS

A5.01 BUILDING SECTIONS

A5.02 WALL SECTIONS & DETAILS

A5.03 WALL SECTIONS & DETAILS

A5.04 WALL SECTIONS & DETAILS

A7.01 DOOR/WINDOW SCHEDULES

A7.02 HEAD, JAMB, & SILL DETAILS

A7.03 HEAD, JAMB, & SILL DETAILS

CIVILCIVILCIVILCIVIL

S4.03 ENLARGED FRAMING ELEVATIONS

BL1.01 BORING LOGS

BL1.02 BORING LOGS

BL1.03 BORING LOGS

CM1.01 HAUL ROUTE MAP

CD1.01 DEMOLITION PLAN

C1.01 SITE PLAN

J1.01 JOINT LAYOUT PLAN

G1.01 GRADING & DRAINAGE PLAN

G1.02 STORM DRAIN PROFILES

G1.03 DRAINAGE AREA MAP AND COMPUTATIONS

G1.04 BEST MANAGEMENT PRACTICES MAP

G1.05 WATER QUALITY COMPLIANCE WORKSHEETS

D1.01 SITE DETAILS

D1.02 SITE DETAILS

D1.03 MANUFACTURED TREATMENT DEVICE DETAILS

ES1.01 STORMWATER POLLUTION PREVENTION PLAN

ES1.02 STORMWATER POLLUTION PREVENTION PLAN

ES1.03 STORMWATER POLLUTION PREVENTION PLAN

ES1.04 EROSION & SEDIMENT CONTROL PLAN

ES1.05 EROSION & SEDIMENT CONTROL PLAN

LP1.01 LANDSCAPE PLAN

STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL

S0.01 GENERAL NOTES

S1.01 FOUNDATION PLAN

S1.02 ROOF FRAMING PLAN

S3.01 SECTIONS

S3.02 SECTIONS

S4.01 ENLARGED FRAMING ELEVATIONS

S4.02 ENLARGED FRAMING ELEVATIONS

S4.03 ENLARGED FRAMING ELEVATIONS

S4.03 ENLARGED FRAMING ELEVATIONS

S5.01 FRAMING ELEVATION DETAILS

S5.02 TYPICAL DETAILS

PLUMBING, MECH, & ELECT. ENGINEERPLUMBING, MECH, & ELECT. ENGINEERPLUMBING, MECH, & ELECT. ENGINEERPLUMBING, MECH, & ELECT. ENGINEER

PACE COLLABORATIVE

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VA 23454

757#499#7223

TITLE SHEETSTITLE SHEETSTITLE SHEETSTITLE SHEETS

T1.01 TITLE SHEET

T1.02 CODE & EGRESS PLAN

GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:GENERAL NOTES:

1. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF DIVISION

ONE SPECIFICATION SECTIONS AND ALL ARLINGTON NATIONAL

CEMETERY REQUIREMENTS. IT IS OF UTMOST IMPORTANCE TO THE

CEMETERY THAT FUNERAL SERVICES NOT BE DISRUPTED BY

CONSTRUCTION OPERATIONS. CAREFUL COORDINATION WITH THE

CEMETERY AND THEIR REPRESENTATIVES WILL BE REQUIRED FOR

ALL WORK, INCLUDING DELIVERIES AND ALL CONSTRUCTION

SUPPORT ACTIVITIES.

2. ALL MATERIALS AND PRODUCTS SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER'S LATEST WRITTEN

INSTRUCTIONS AT THE TIME OF AWARD.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

IN THE FIELD BEFORE INSTALLATION OF WORK. IF CONDITIONS VARY

FROM THOSE INDICATED ON DRAWINGS, THE CONTRACTOR SHALL

BRING THE CONFLICT TO THE ATTENTION OF THE GOVERNMENT FOR

RESOLUTION BEFORE BEGINNING THAT PORTION OF WORK.

4. THE SELECTED CONTRACTOR SHALL SUPPLY ALL MISC. BLOCKING,

BRACING, METAL, TRIM, FASTENERS, HARDWARE, ETC. AS REQ'D TO

COMPLETE THE WORK HEREIN.

5. CONTROLS AND OPERATING MECHANISMS FOR ALL FIXTURES AND

FURNISHINGS SHALL BE OPERABLE BY A FORCE OF NO GREATER

THAN 5 LBF WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING,

PINCHING OR TWISTING OF THE WRIST TO ACTIVATE CONTROLS. ALL

DOOR HARDWARE TO BE LEVER STYLE AND/OR ADA COMPLIANT.

6. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED OUT ON

THE DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE

OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE

SHOWN OR CALLED OUT.

7. SUBMIT SAMPLES OF ALL FINISH MATERIALS FOR APPROVAL PRIOR

TO COMMENCING WORK. SUBMIT ACTUAL COLOR AND FINISH OF

PAINT. SAMPLES OF NATURAL STONE OR OTHER MATERIAL WITH

WIDE COLOR VARIATIONS SHALL COME FROM ACTUAL MATERIAL TO

BE USED.

8. ONLY ONE DYE#LOT OF EACH MATERIAL AND COLOR SPECIFIED

SHALL BE USED.

9. ALL WOOD PRODUCTS IN PROJECT SHALL BE PRESSURE TREATED.

STRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEER

MCPHERSON DESIGN GROUP

6371 CENTER DRIVE

NORFOLK, VA 23502

757#965#2000

CIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEER

HNTB

2900 SOUTH QUINCY STREET

SUITE 200

ARLINGTON, VA 22206

703#824#5100

OWNEROWNEROWNEROWNER

ARLINGTON NATIONAL CEMETERY

1 MEMORIAL DRIVE

ARLINGTON, VA 22211#5003

PLUMBINGPLUMBINGPLUMBINGPLUMBING

P001 GENERAL NOTES, LEGEND, AND

ABBREVIATIONS

P100 NEW WORK PLAN

ELECTRICALELECTRICALELECTRICALELECTRICAL

E001 ELECTRICAL GENERAL NOTES,

LEGEND, AND ABBREVIATIONS

E002 PARTIAL SITE PLAN

E100 NEW WORK PLAN

E500 LIGHTING DETAILS

VICINITY MAPVICINITY MAPVICINITY MAPVICINITY MAP LOCATION MAPLOCATION MAPLOCATION MAPLOCATION MAP

MECHANICALMECHANICALMECHANICALMECHANICAL

M001 MECHANICAL GENERAL NOTES, LEGEND,

ABBREVIATIONS, AND DETAILS

M100 MECHANICAL NEW WORK PLAN

OWNER'S REPRESENTATIVEOWNER'S REPRESENTATIVEOWNER'S REPRESENTATIVEOWNER'S REPRESENTATIVE

US ARMY CORPS OF ENGINEERS

803 FRONT STREET

NORFOLK, VA 23510

757#201#3739

CONTACT: MICHAEL ESRY

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EXIT

EXIT

EXIT

LOCATION OF

FIRE WALL

BUILDING CODE SUMMARY:BUILDING CODE SUMMARY:BUILDING CODE SUMMARY:BUILDING CODE SUMMARY:

ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE VIRGINIA

CONSTRUCTION CODE, 2012 EDITION.

OCCUPANCY CLASSIFICATION: STORAGE S#2

CONSTRUCTION TYPE: TYPE VB, COMBUSTIBLE, UN#PROTECTED

FIRE SUPPRESSION SYSTEM : NO

ALLOWABLE BUILDING AREA AND HEIGHT (IBC 507.3):

ALLOWABLE AREA: USE GROUP S#2: 13,500 SF

ACTUAL AREA: 8,755 SF

ALLOWABLE HEIGHT: 2 STORIES, 40'

ACTUAL HEIGHT: 1 STORY, 27'#0"

*ALLOWABLE AREA UNDER UFC 3.600.01 BEFORE TYPE V BUILDING MUST BE SPRINKLED IS

5,000 SF. THEREFORE, A 2 HOUR FIRE WALL HAS BEEN PROVIDED TO DIVIDE THE

BUILDING INTO TWO AREAS, EACH WITH 4,378 SF.

BUILDING DATA:

OCCUPANCY:

OCCUPANT LOAD (BY CODE):

WAREHOUSE: 8,755sf @ 1/500sf = 17 OCCUPANTS17 OCCUPANTS17 OCCUPANTS17 OCCUPANTS

STRUCTURAL FRAME: 0 HOURS

BEARING EXTERIOR WALLS: 0 HOURS

BEARING INTERIOR WALLS: 0 HOURS

NON BEARING EXTERIOR WALLS: 0 HOURS

NON BEARING INTERIOR WALLS: 0 HOURS

FLOOR CONSTRUCTION: 0 HOURS

ROOF CONSTRUCTION: 0 HOURS

CORRIDOR WALLS: 0 HOURS

FIRE WALL: 2 HOURS

FIRE RESISTANCE RATINGS:

CORRIDORS: CLASS II FLOORS AND CLASS C WALLS AND CEILINGS

ROOMS AND AREAS: CLASS II FLOORS AND CLASS C WALLS AND CEILINGS

MATERIAL FINISH RATINGS: (REQUIRED)

LIFE SAFETY SYSTEM

EXIT REQUIREMENTS

DESIGN LOADS:

NONE REQUIRED, FACILITIES AVAILABLE WITHIN 500'.

REQUIRED PLUMBING FIXTURES:

WAREHOUSE:

DEAD#END LIMIT MAXIMUM NO LIMIT (LENGTH < 2.5 WIDTH)

COMMON PATH OF EGRESS TRAVEL: 81'

MAXIMUM TRAVEL TO EXIT: 300'

ACTUAL (MAXIMUM) TRAVEL TO EXIT: 77'

MINIMUM NUMBER OF EXITS: 1 REQUIRED, 1 PROVIDED

EGRESS WIDTH: 36" DOOR, 34" MINIMUM CLEAR

WIDTH @ 0.3" PER OCCUPANT =

120 OCCUPANT CAPACITY.

TOTAL BUILDING EGRESS

CAPACITY, (3) DOORS x 120 =

360 OCCUPANTS.

EMERGENCY LIGHTING: YES

EXIT SIGNS: NO (1011.1, EXCEPTIONS 1,2)

FIRE DETECTION SYSTEM: NO

SEE STRUCTURAL DRAWINGS

ANDREW F. CRONAN

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MAINTENANCE COMPLEX

COLUMBIA PIKE

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HAUL ROUTE MAP1

CONSTRUCTION FENCE LINE

CONSTRUCTION ROUTE

0' 20' 40' 80' 160' 1" = 40'

ENLARGED SITE PLAN2

CONTRACTOR

VEHICLES

PROHIBITED

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MATERIAL AND

EQUIPMENT

STORAGE AREA

EXISTING FIRE HYDRANT AVAILABLE FOR

CONTRACTORS USE AS WATER SUPPLY

BACKFLOW PREVENTER REQUIRED

CM1.01

APPROXIMATE PROJECT

TRAILER LOCATION

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PROJECT TRAILER

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SCALE:1"= 20'

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HOR SCALE: 1"=20' VER SACLE: 1"=5'

STORM PIPE PROFILE EX DI TO DI #S18A

HOR SCALE: 1"=20' VER SACLE: 1"=5'

STORM PIPE PROFILE SF #S1 TO DI #S11B

RD

0 20'

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NOTES:

LIMITS OF DISTURBANCE = 0.70 AC

IMPERVIOUS AREA WITHIN LOD = 0.53 AC

DRAINAGE AREA GOING TO MTD = 0.51 AC

IMPERVIOUS AREA WITHIN THIS 0.51 AC DRAINAGE AREA = 0.48 AC

THE MTD WILL PROVIDE A TOTAL SUSPENDED SOLIDS (TSS) REMOVAL EFFICIENCY OF 80%.

PORTLAND CEMENT CONCRETE

* SLOPE IN GUTTER

A

PLAN

(Grate Removed)

SECTION A-A

LUGS

DIMENSIONS FOR

CAST IRON ONLY

L 2 1/2" x 2 1/2" x 1/4"

SECTION C-C

APPROXIMATE WEIGHT

Cast Iron

Grate 363 ± 18 lbs

3 LBS.

GALV.

STEEL

CAST

IRON

2' -2

" M

IN

. 1 2"

P

IP

E 2'

-5 " M

IN

. 1

5" P

IP

E

2' -8

" M

IN

. 1 8"

P

IP

E 3'

-3 " M

IN

. 2

4" P

IP

E

43.6 lbs.

66 ±

CONCRETE QUANTITIES FOR MIN. DEPTH

12" concrete pipe - 1.440 Cu. Yds. Concrete 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete

Add 0.469 Cu. Yds. per additional foot of depth.

SECTION B-B

COLLAR DETAIL

D

D

GRATE DETAIL

SECTION D-D

N0TES

1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A

2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE

OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS.

3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE

STRUCTURE.

4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE.

THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE

FOR THE STRUCTURE.

5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1.

6. THIS ITEM MAY BE PRECAST OR CAST-IN-PLACE.

7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO

PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR ALTERNATE

DESIGN.

8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH ‚" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE.

9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI.

10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST

IRON LUGS AS SHOWN HEREON.

PLAN

(COVER REMOVED)

(COVER REMOVED)

PLAN

PRECAST

CAST IN PLACE

RECOMMENDED MINIMUM

HEIGHT CHART

PIPE

SIZE CONC. CORR. METAL

INCREMENT PER FOOT OF ADDITIONAL DEPTH (H)

SECTION B-B

SECTION A-A

H DIMENSION

0.362 CU. YDS. (12" - 36" PIPE)

0.410 CU. YDS. (42" PIPE)

FOR USE WITH 12" TO 42" PIPES

A=4'-4" (12" - 36" PIPE)

B=3'-0" (12" - 36" PIPE)

A=4'-10" (42" PIPE)

B=3'-6" (42" PIPE)

15.

16.

17.

DI-7--------NO GUTTER

DI-7A-------SINGLE GUTTER WHEN DROP INLET

IS ON A GRADE.

DI-7B------ DOUBLE GUTTER WHEN DROP INLET

IS IN A SAG BETWEEN TWO GRADES.

NOTES (CONT.)

GRATE BARS TO BE PARALLEL TO

1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.

2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE

TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. MAXIMUM DEPTH (H) TO BE 12'-8.

3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICEN FOR THE STRUCTURE.

4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE.

5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1.

6. REINFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST-IN-PLACE. TWO LIFTING HOOKS OF FABRICATORS DESIGN TO BE PROVIDED IN

PRECAST FOOTING

7. 4" DEPTH AGGREGATE 68, 78, OR 8 X 6" WIDTH.

8. " DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH ‚" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE.

9. THE TYPE OF INLET (PRECAST OR CAST IN PLACE), DETAILED HEREON, TO BE CONSTRUCTED, WILL BE AT THE OPTION OF THE CONTRACTOR.

10. FOR DETAILS OF CONCRETE COVER, COLLAR AND GRATE AND THE METHOD OF PLACING APPROACH GUTTER SEE SHEET 2 OF 3.

11. CAST-IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI.

12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATED DEPTH (H) WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO

OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT THE APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH

FOOT OF DEPTH.

13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG-2A.

14.

FOR DETAILS OF PRECAST DI-7 NOT

SHOWN HEREON SEE PRECAST UNIT

ASSEMBLY DIAGRAM, PAGE 103.01, FOR

PRECAST GENERAL NOTES, PAGE

103.02 AND FOR APPLICABLE PRECAST

BASE, RISER AND TOP DETAILS, PAGES

103.07 THRU 03.12.

DITCH FLOW.

N0TES

(650 PSI FLEX)

X X XX X X XX XX X X

21A CRUSHED STONE

MATERIAL, CONFORMING TO ASTM C-33 COARSE

SELECT BACK FILL: SHALL BE GRANULAR

6"

3"&4"

10"

12"

8"

D

DIAMETER

AGGREGATE (NO. 57 STONE)

NOTE:

11"

12"

9"

8"

10"

W

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NTS

CONCRETE PAVEMENT SECTION1 NTS

PCC CURB AND GUTTER WITH CONCRETE PAVEMENT2

NTS

STANDARD DROP INLET DI-1 12" - 24" PIPE4

NTS

TRENCHING DETAIL6

2.5"

8"

8"

TIE ROD ASSEMBLY

1/4" R1" R 12" 8"

1/2"

7"

9" MIN.8"

4"

6"

8" PCC PAVEMENT

W2.9 X W2.9 WWF

8" MIN. VDOT

21A CRUSHED

STONE

9 1/2"

2'-7"

9 1/2"

4'-2"

A

4'-2"

9 1/2" 2'-7" 9 1/2"

2'-7"

1'-3 1/2"

2'-7"

B B

LUGS TO BE CAST WITH

COLLAR

1/2 SECTION STEEL1/2 SECTION CAST IRON

10'-4" LONG

ONE WELDED JOINT

WELD ALL

CONNECTORS

TO COLLAR

OPTIONAL

BRACE RIBS

1/2" x 1 1/2" x 4" LUGS 1/2" x 4" STUD SHEAR

CONNECTORS

INCLUDINGINCLUDING

CONNECTORS

12" 9 1/2" 3/8"

2 1/2"

2 1/2"

1/2"

9"

12"

COLLAR

4'-2" 2'-7"

12"-15"-18" OR 24"

12" MIN.

HARDWARE CLOTH

3" DIAMETER

WEEP HOLE

SEE NOTE 8

4" DEPTH AGGR.

#68, #78, OR #8 X

6" WIDTH

1'-3"

2'-6"

1 1/2"

2'-6"

2 1/2"

2"

4"

1" TYP

6"

1" TYP

1" TYP 1" TYP

C C

3/4" TYP 1 1/4"

LIFT HOLES

GROUT CONCRETE COVER (FOR

DETAILS SEE SHEET 2 OF

3)

AGGREGATE.

SEE NOTE 7.

SEE NOTE 4.

WEEP HOLE,

SEE NOTE 8

CONCRETE COVER (FOR

DETAILS SEE SHEET 2 OF

3)

AGGREGATE.

SEE NOTE 7.

WEEP HOLE,

SEE NOTE 8

STEPS, SEE NOTE 5.

8" B 8" A

8"

B

8"

A

A A

BB

8"

H VARIABLE

8"

VARIABLE 2" MIN.

8"

VARIES

VARIES

H VARIABLE 5" MIN.

X D X

TRENCH SHEETING AS

REQUIRED, TYPSATISFACTORY SOIL/

PAVEMENT

#57 STONE SELECT BACK

FILL

12" W

2"

6"

W

D

COMPACTED SUBGRADE

4'-0"

NTS

TREE PROTECTION DEVICE7

MAXIMUM SPACING BETWEEN POSTS IS 10'-0".

NOTE:

5'-0"

2'-0"

PLASTIC FENCE

(ORANGE, YELLOW, OR

WHITE)

STEEL "T" POST, TYP

BLUE SURVEYORS

FLAGGING TAPE,

TYP

15" 6.5"

18" 4"

PIPE

SIZE

MINIMUM

DEPTH, H

CONCRETE

CUBIC YARDS

12" 15" 18" 24" 30" 36" 42"

2'-0" 2'-3" 2'-6" 3'-1" 3'-7" 4'-2" 4'-8"

.947 1.045 1.143 1.339 1.535 1.731 1.927

COMPACTED SUBGRADE

NTS

FIRE HYDRANT- WET TYPE8

1'-6" 1'-6"

1'-4" 3"1'-4"

1'-6"

4"

12"

3"

1'-6"

NTS

STANDARD DROP INLET DI-7 12" - 24" PIPE5

1" WATERLINE PIPE

NTS

YARD HYDRANT9

2'-6"

2'-6"

X X X X X X X X X X

X X X X X X X X X X

ASPHALT

AGGREGATE

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CONTRACTION JOINT (PREFORMED INSERT)

CONTRACTION JOINT (SAWED)

TRANSVERSE CONTRACTION JOINT

1/2" THICK ASPHALT-IMPREGNATED

FIBERBOARD; FULL JOINT DEPTH

NOTES:

1. DEPTH AS RECOMMENDED BY MANUFACTURER, BUT NOT LESS

THAN 0.75 INCHES

2. "H" EQUALS PAVEMENT THICKNESS AT JOINT

LOWER PORTION OF SAWED

JOINT FILLED WITH 1/8"

THICK ASPHALT-IMPREGNATED

FIBERBOARD

PREFORMED FILLER TO BE 1/2"

THICK ASPHALT-IMPREGNATED

FIBERBOARD

EXPANSION JOINT

TRANSVERSE OR LONGITUDINAL

2"x4" DIAGONAL BRACE

2"X4" HORIZONTAL

ELEVATION

ADJUSTABLE SECTION

NTS

TRANSVERSE CONTRACTION JOINT (CJ) DETAIL4 NTS

TRANSVERSE CONSTRUCTION JOINT (CJ) DETAIL5

NTS

THICKENED-EDGE (TE) JOINT & THICKENED-EDGE EXPANSION JOINT (TEJ) DETAIL2

NTS

CONCRETE PAVING JOINT DETAILS3

4" X4

" P

OS

T

4" X4

" P

OS

T

2"X4" HORIZONTAL

2.5"

3" MAX.

4"±1/2"

8"

15"

8'

15"

8" O.C.

8"

5'-0" MIN.

9.5"

NON-EXTRUDING JOINT FILLER STRIP

SEE DETAIL 3, THIS PAGE

FULL DEPTH SAWCUT

TEJ REQUIRED ADJACENT TO STRUCTURES

AND EXISTING PAVEMENT

EXISTING ASPHALT PAVEMENT

6" X 6" - W2.9 X W2.9 WWM

REINFORCED STEEL IS NOT

CARRIED THROUGH JOINTS

SEE DETAIL 3 THIS PAGE

4" DIAMETER, 16" LONG DOWEL, SPACED 12" CENTER TO

CENTER. ONE END PAINTED AND OILED.

SEE DETAIL 3 THIS PAGE

W2.9 X W2.9 WWM REINFORCED

STEEL IS NOT CARRIED

THROUGH JOINTS

2.5"

3" MAX.

4"±1/2"

8"

4" DIAMETER, 16" LONG

DOWEL, SPACED 12"

CENTER TO CENTER. ONE

END PAINTED AND OILED.

BUTT JOINT

4'

NOTES:

1. THE CONTRACTING OFFICER HAS THE RIGHT TO CHANGE

THE CONSTRUCTION ACCESS TO AND FROM THE SITE

WITHIN THE CEMETERY GROUNDS AS NECESSARY.

EXTERIOR TRAFFIC PATTERNS DICTATED BY THE VIRGINIA

STATE POLICE ARE THE CONTRACTOR'S RESPONSIBILITY.

2. ALL DIMENSIONS ARE TYPICAL.

ADJUSTABLE SECTION NOTES:

1. THE CONTRACTOR SHALL PROVIDE AN ADJUSTABLE

FRAMED STOCKADE FENCE.

2. THE FENCE SHALL BE FRAMED WITH LUMBER AND

SUPPORTED WITH SAND BAGS AS NECESSARY TO

STABILIZE THE FENCE. THE CONTRACTOR SHALL PROVIDE

ADDITIONAL ANCHORING AS NECESSARY TO PREVENT THE

FENCE FROM FLIPPING OVER DURING HIGH WINDS.

FINISH GRADE

FINISH GRADE

FENCE SHALL BE PAINTED

WHITE UNLESS INDICATED

OTHERWISE BY THE

CONTRACTING OFFICER

2" X 4" BRACE

SAND FILLED SACKS AS

REQUIRED TO STABILIZE

FENCE

FINISH GRADE

ELASTOMERIC JOINT SEALANT

1/2"±1/16"

3/16"±1/16"

H/4"

NOTE 1

3/16"±1/16"

3/16"±1/16"

1/2"±1/16"

1/2"±1/16"

ELASTOMERIC JOINT SEALANT

ELASTOMERIC JOINT SEALANT

H/4"

NOTE 1

NOTE 1

1/2" MAX.

1/8" MIN.

3/4"

NTS

CONCRETE PAVING LONGITUDINAL TIE DEVICES6 NTS

8-FOOT HIGH TEMPORARY CONTRUCTION FENCE7

1-1/2" 2-1/2"

42.0" 24.0"

3-7/8"

2-3/4"

SECTION C-C

SECTION B-B

PLAN VIEW

SECTION A-A

REMOVABLE

COVER (TYP.)

INLET GRATE

(TYP.)

0.75 CFS

WATER QUALITY

FLOW RATE

SITE DESIGN DATA

PEAK FLOW

RATE TBD CFS

## YRS

RETURN PERIOD

OF PEAK FLOW

ZPG FILTER MEDIA TYPE

COUNT DESCRIPTION INSTALLED BY

MATERIALS LIST - PROVIDED BY MANUFACTURER

CONTRACTOR

CONTRACTOR

CONTRACTOR

FLOW KIT

36 LF

36 LF

CONTRACTOR

CONTRACTOR

24" x 26" INLET GRATE (EJIW 00695841)

24" x 26" REMOVABLE COVER (EJIW 00695820)

24" x 45" REMOVABLE COVER (EJIW 47513031)

18" CARTRIDGE, 15 GMP (BLK)

MANUFACTURER

MANUFACTURER

PERFORMANCE SPECIFICATION

FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT

TIME SHALL BE AT LEAST 37 SECONDS.

SPECIFIC FLOW RATE SHALL BE 2 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA

VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA (MAXIMUM).

1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.

2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.

3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR MANUFACTURER REPRESENTATIVE.

4. MANUFACTURED TREATMENT DEVICE STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND

INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM THAT STRUCTURE MEETS THE REQUIREMENTS OF THE PROJECT.

5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION.

ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306.

6. GRATE INLETS/COVERS SHALL BE EAST JORDAN IRON WORKS #00695840 / #00695820 / #47513031 OR

APPROVED EQUALS.

7. TRENCH FRAMES SHALL BE EAST JORDAN IRON WORKS #00695031 / #47300311 OR APPROVED EQUALS.

8. HEAVIEST GRATE/COVER PICK WEIGHT IS 430 LBS.

9. CONTRACTOR TO REFER TO DEQ'S APPROVED LIST OF MTD'S FROM THE VIRGINIA BMP CLEARINGHOUSE WEBSITE.

10. ACCORDING TO DEQ'S REQUIREMENTS, MTD TO PROVIDE ATLEAST 10% REDUCTION IN TP BELOW PRE-REDEVELOPMENT LOAD.

INSTALLATION NOTES

A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD.

B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE MANUFACTURED TREATMENT DEVICE STRUCTURE (LIFTING

CLUTCHES PROVIDED).

C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE.

D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR.

E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.

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PEAK DIVERSION MANUFACTURED TREATMENT DEVICE1

SECTION I GENERAL INFORMATION SECTION II EROSION AND SEDIMENT CONTROL

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STATE

HYDROLOGIC

UNIT CODE

(7)

BMP TYPE

STATE

HYDROLOGIC

UNIT CODE

BMP TYPE

(SEE TABLE 2 )

(5) (7)

(SEE TABLE 1 AND 3 )

( ) SEE NOTE REFERENCED BY NUMBER IN PARENTHESES.SECTION VI - PERMANENT BMP INFORMATION

MANUFACTURED TREATMENT DEVICE ARLINGTON 38.8714 -77.0619 PL24 N/A 0.5 0.0 0.5

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SCALE:1"= 20'

0 20'

NN

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FILTER FABRIC

WIRE

3/8" X 3/8" WIRE MESH

SEDIMENT

FILTERED WATER

*GRAVEL (12" MIN. DEPTH)

SPECIFIC APPLICATION

2 ACRES OR LESS OF DRAINAGE AREA:

(DOWNSTREAM VIEW)

FLOW

6"

2:1 3'

3'

NTS

GRAVEL CONSTRUCTION ENTRANCE DETAIL1

NTS

SILT FENCE DETAIL2 NTS

CHECK DAM DETAIL3

NTS

GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER DETAIL4

18" MIN.

* GRAVEL SHALL BE #3, #357, OR #5 COARSE AGGREGATE

2 TO 3" STONE

COARSE

10' MAX.

PLAN

SECTION B-B

STAPLE DETAIL

CONSTRUCTION SPECIFICATIONS

1. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP.

2. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER

DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL.

3. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.

4. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT

STRUCTURE UNTIL STRUCTURE IS REMOVED.

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE

HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE

PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE

INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND

UNPROTECTED AREAS.

NOTES:

THE HEIGHT OF THE SILT FENCE SHALL BE A

MINIMUM OF 16 INCHES ABOVE THE ORIGINAL

GROUND SURFACE AND SHALL NOT EXCEED

34 INCHES ABOVE GROUND ELEVATION. THE

WIRE SHALL EXTEND INTO THE TRENCH A

MINIMUM OF 2 INCHES. THE STANDARD

STRENGTH FABRIC SHALL EXTEND 8 INCHES

INTO THE TRENCH.

1. SET POSTS AND EXCAVATE A 4"x4"

TRENCH UPSLOPE ALONG THE LINE

OF POSTS.

2. STAPLE WIRE FENCING TO THE POSTS.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

3. ATTACH THE FILTER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE

TRENCH.

EXTENSION OF FABRIC AND

WIRE INTO THE TRENCH

FILTER CLOTH

(OPTIONAL)

VDOT # 1

COARSE AGGREGATE

2" TO 3" STONE

NOTES:

THE CONTRACTOR SHALL UTILIZE SWEEPER TRUCK TO CLEAN ADJACENT ROADWAYS

IMPACTED BY THE CONSTRUCTION ACTIVITY ON A DAILY BASIS OR AS DIRECTED BY THE

CONTRACTING OFFICER.

RUNOFF WATER

WITH SEDIMENT

8 IN DIA.

STEEL WIRE

8 IN DIA.

STEEL WIRE

STAPLES (2

PER BALE)

IMPERMEABLE

SHEETING

BINDING

WIRE

STRAW

BALE (TYP.)

IMPERMEABLE

SHEETING

WOOD OR

METAL STAKES

(2 PER BALE)

NOTE:

CAN BE TWO STACKED BALES OF PARTIALLY

EXCAVATED TO REACH 3 FT DEPTH.

4"

2"

STRAW BALE

(TYP.)

10' (TYP.)

NTS

WASHOUT STRUCTURE WITH STRAW BALES5

10' (TYP.)

0 20'

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TREE PLANTING DETAIL - FOR DECIDUOUS AND EVERGREEN TREESA1

1" - 20' - 0"

LANDSCAPE SITE PLAN - PART 1A

1. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER.

2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS (IF DRAWINGS ARE APPLICABLE) THAT COMPRISE THE COMPLETE DOCUMENT SET FOR THIS PROJECT. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, ANCHORS, INSERTS, HANGERS, HOLES, ETC. TO BE PLACED IN THE

STRUCTURAL WORK.

3. THE CONTRACTOR SHALL EXERCISE ALL PRECAUTIONS NECESSARY TO MAINTAIN ALL AREAS OF WORK IN A

SAFE CONDITION THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH ALL APPLICABLE SAFETY PRECAUTIONS AND REGULATIONS THAT MAY BE REQUIRED.

4. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE AND SIMILAR

CONDITIONS.

5. UNDER NO CIRCUMSTANCES SHALL THE CONTRACT DRAWINGS BE REPRODUCED AND USED AS SHOP

DRAWINGS.

6. THE REFERENCE DATUM (ELEVATION = 0'-0") FOR ELEVATIONS SHOWN ON THESE DRAWINGS SHALL BE

FINISHED FLOOR ELEVATION AT THE ENTRANCE TO THE CENTRAL BAYS.

GENERAL STRUCTURAL NOTES:

1. THE FOLLOWING LOADS, IN ADDITION TO THE DEAD LOADS OF THE PERMANENT MATERIALS AND

CONSTRUCTION, WERE USED.

ROOF LIVE LOAD : 20 PSF

FLOOR LIVE LOADS:

SOIL, SAND AND SALT STORAGE : 1,260 PSF

SNOW LOADS:

GROUND SNOW LOAD : P = 25 PSF

FLAT ROOF SNOW LOAD : P = 15.1 PSF

SNOW IMPORTANCE : I = 0.8

THERMAL CATEGORY : C = 1.2 (UNHEATED)

SNOW EXPOSURE FACTOR : C = 0.9 (FULLY EXPOSED)

WIND LOADS:

BASIC WIND SPEED (3 SECOND GUST) : 105 MPH

WIND EXPOSURE : C

INTERNAL PRESSURE COEFFICIENT : +/- 0.55 (PARTIALLY ENCLOSED)

RISK CATEGORY : I

COMPONENTS AND CLADDING PRESSURE : +/- 30 PSF

SEISMIC LOADS:

RISK CATEGORY : I

SEISMIC IMPORTANCE FACTOR : Ie - 1.0

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS :

S = 0.119g S = 0.051g

SITE CLASS : D

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS :

S = 0.0127g S = 0.082g

SEISMIC DESIGN CATEGORY : B

BASIC SEISMIC FORCE RESISTING SYSTEM : ORDINARY CONCRETE SHEAR WALLS

DESIGN BASE SHEAR : 128 KIPS

SEISMIC RESPONSE COEFFICIENT (Cs) : 0.032

RESPONSE MODIFICATION COEFFICIENT (R) : 4

ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE

DESIGN LOADS:

S

DS

D1 g f s t e

1. 2012 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC)

2. 2010 EDITION OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS / STRUCTURAL ENGINEERS INSTITUTE (ASCE/SEI) : ASCE/SEI 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES".

3. LATEST EDITION OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

4. LATEST EDITION OF THE AMERICAN STANDARDS OF TESTING OF MATERIALS (ASTM), "STANDARDS IN

BUILDING CODES", VOLUME I AND II.

5. 2011 EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) : ACI 318-11, "BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE".

6. 2011 EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) : ACI 530-11, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1-11, "SPECIFICATIONS FOR MASONRY STRUCTURES".

7. 2012 EDITION OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) NATIONAL DESIGN

SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION.

8. 2010 EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) : AISC 360-10, "SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS".

9. LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS), D1.1 "STRUCTURAL WELDING CODE - STEEL", D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL", D1.4 "STRUCTURAL WELDING CODE - REINFORCING

STEEL".

10. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01; STRUCTURAL ENGINEERING.

DESIGN CRITERIA AND GOVERNING NOTES:

1. CONTRACTOR SHALL READ AND FULLY UNDERSTAND UNITED STATES ARMY CORPS OF ENGINEERS

GEOTECHNICAL REPORT DATED NOVEMBER 2014 PRIOR TO BEGINNING CONSTRUCTION.

2. THE FOUNDATIONS WERE DESIGNED FOR A MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE OF 1500 PSF. THE SOILS BENEATH THE PROPOSED FOOTINGS SHALL BE CAPABLE OF SAFELY SUPPORTING THIS LOAD WITHOUT EXCESSIVE SETTLEMENT. ANY UNUSUAL SOIL CONDITIONS SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT/ENGINEER.

3. OVER EXCAVATE THE BUILDING SITE TO (-6'-0") BELOW LOCAL FINISHED FLOOR

4. EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE, LINES AND DIMENSIONS AS SHOWN ON THE FOUNDATION PLAN. BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT STORMWATER FROM ENTERING FOUNDATION EXCAVATIONS. ALL WATER SHALL BE REMOVED BEFORE DEPOSITING CONCRETE. CONCRETE

SHALL NOT BE PLACED ON SOFT, SATURATED OR FROZEN SOIL.

6. OPERATIONAL CONTROLS TO MINIMIZE DIFFERENTIAL SETTLEMENT ARE OUTLINED IN THE GEOTECHNICAL

REPORT.

7. STRIP AND GRUB EXISTING SOILS A MINIMUM OF 10 FEET BEYOND THE LIMITS OF THE STRUCTURE.

8. PROOF ROLL SUBGRADE SOILS WITH A 20 TON LOADED DUMP TRUCK OR OTHER PNEUMATIC VEHICLE OF THE SAME SIZE AND WEIGHT. UNDER-CUT AND FILL AREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND

THE GOVERNMENT.

FOUNDATION NOTES:

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301 "STRUCTURAL CONCRETE FOR

BUILDINGS" AND ACI 318/318R "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.

2. GENERAL REQUIREMENTS OF PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318), UNLESS MODIFIED HEREIN.

3. ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND ATTAIN AN ULTIMATE

COMPRESSIVE STRENGTH OF 4,000 PSI AT AN AGE OF 28 DAYS.

4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60 DEFORMED BARS UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL MARKED CONTINUOUS (CONT.) SHALL BE LAPPED WITH A CLASS "B" SPLICE

PER ACI 318-11, UNLESS OTHERWISE NOTED.

5. ALL WELDED WIRE REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185 (FLAT SHEETS ONLY).

6. THE SLUMP OF CAST-IN-PLACE CONCRETE SHALL NOT EXCEED 4 INCHES WITHOUT A HIGH RANGE WATER REDUCING ADMIXTURE. THE SLUMP OF CAST-IN-PLACE CONCRETE WITH THE USE OF A HIGH RANGE WATER REDUCING ADMIXTURE SHALL NOT EXCEED 8 INCHES. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-

ENTRAINED 5% TO 7%. ENTRAPPED AIR SHALL NOT EXCEED 3%.

7. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR BOLTS AND WELD PLATES SHALL BE ACCURATELY PLACED IN THE POSITIONS SHOWN AND ADEQUATELY TIED AND SUPPORTED BEFORE CONCRETE IS PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES. “WET-SETTING” OF

REINFORCING STEEL IS PROHIBITED.

8. MINIMUM CONCRETE COVER FOR PROTECTION OF REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS

OTHERWISE NOTED:

CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH : 3 INCHES

CONCRETE CAST AGAINST FORMWORK AND

PERMANENTLY EXPOSED TO EARTH OR WEATHER : 1 1/2 INCHES

CONCRETE CAST AGAINST FORMWORK AND

NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH : 3/4 INCH

ALL CONCRETE WITHIN STORAGE BAYS : 3 INCHES

9. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF CONCRETE MIX DESIGN AND TEST REPORTS. THE MIX DESIGN SHALL INCLUDE ALL PROPERTIES OF THE MIX, MATERIALS USED IN THE CONCRETE AND ACTUAL CONCRETE STRENGTH. SHOP DRAWINGS FOR CONCRETE REINFORCEMENT SHALL ALSO BE PROVIDED, INCLUDING BAR AND WELDED WIRE REINFORCEMENT.

10. PROVIDE 1" CHAMFER ON ALL EXPOSED CONCRETE CORNERS.

CAST-IN-PLACE CONCRETE NOTES:

ACI AMERICAN CONCRETE INSTITUTE

ADDIT. ADDITION/ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ARCH. ARCHITECTURAL

ASTM AMERICAN STANDARD FOR TESTING OF MATERIALS

AWS AMERICAN WELDING SOCIETY

BLDG. BUILDING

B.O. BOTTOM OF

BOTT. BOTTOM

BRG. BEARING

CL CENTERLINE

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECT/CONNECTION

CONT. CONTINUE/CONTINUOUS

COORD. COORDINATE

DBL. DOUBLE

Ø / DIA. DIAMETER

DIAG. DIAGONAL

DWGS. DRAWINGS

EA. EACH

ELEV. ELEVATION

EMBED. EMBEDDED/EMBEDMENT

EQ. EQUAL/EQUALLY

EXIST. EXSITING

FLR. FLOOR

FNDN. FOUNDATION

FTG. FOOTING

F.V. FIELD VERIFY

GALV. GALVANIZED

HORIZ. HORIZONTAL

INFO. INFORMATION

KSI KIPS PER SQUARE INCH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

L.W. LONG WAY

MANUF. MANUFACTURER

MAX. MAXIMUM

MIN. MINIMUM

MTL. METAL

o/c ON CENTER

OPNG. OPENING

OPP. OPPOSITE

PEJ PREMOLDED EXPANSION JOINT

PROJ. PROJECTION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF. REINFORCED/REINFORCING

REM. REMAINDER

REQ'D. REQUIRED

SECT. SECTION

SIM. SIMILAR

STD. STANDARD

STRUCT. STRUCTURAL

THK. THICK

T.O. TOP OF

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

VERT. VERTICAL

WWF WELDED WIRE REINFORCEMENT

ABBREVIATION LEGEND

1. ALL GLULAM BEAMS SHALL BE 24F -1.8E PRESSURE TREATED SOUTHERN PINE.

2. ALL WOOD MEMBERS (SOLID, COMPOSITE, ETC.) SHALL BE TREATED IN ACCORDANCE WITH THE AMERICAN

WOOD PRESERVERS ASSOCIATION STANDARD U1 FOR USE CATEGORY 2 (UC2).

3. ALL FASTENERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153.

4. ALL STEEL CONNECTORS SHALL BE A MINIMUM OF 5/8" THICKNESS AND HOT-DIPPED GALVANIZED AFTER

FABRICATION IN ACCORDANCE WITH ASTM A123.

5. FASTENING REQUIREMENTS NOT SHOWN SHALL BE IN ACCORDANCE WITH IBC 2012 TABLE 2304.9.1, "FASTENING SCHEDULE".

6. ALL SCREWS SHALL BE SELF-DRILLING OR INSTALLED IN PRE-DRILLED HOLES AND SHALL BE OF THE

APPROPRIATE TYPE FOR THE SUBSTRATE.

WOOD FRAMING NOTES:

OFHTLAEW

N O M M O

C

A I

NI

GR

IV

GREGORY M. GERLING

Lic. No. 030573

P R O F

E

SS I ONA L EN

G I N

E E R

McPHERSON

DESIGN

GROUP p.c.

STRUCTURAL ENGINEERS

6371 Center Drive, Suite 100 Norfolk, Virginia 23502-4102 Phone (757) 965-2000 Facsimile (757) 965-2001 www.McPhersonDesignGroup.com

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

U

S

AR

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

N

AO

F

IL

E N

U M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

7/29/15

7/

/ 2

:1 1 :

A

M

A rli ng to n N a tio na l C em et er y Pa tto n

D r iv e, A rli ng to n, V A

1 1

/2

1/

PH SD

W

AF

C

S0.01

N O

R

FO

LK

D

I S

TR

IC

T

N O

R

FO

LK

, V

A

R

EA

D Y

TO

AW

AR

D

G M

G

G

EN

ER

AL

N O

TE

S

S oi l, Sa nd

S al t S t o ra g e

B ui ld in g

S0 . 0

1-

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

2 3 4 5 6 71

A

B

C

D

E

F

1' - 2" 26' - 4" 26' - 4" 26' - 4" 26' - 4" 26' - 4" 26' - 4" 1' - 2"

1'

2"

8"

8"

55' - 0" 52' - 8" 52' - 8"

1'

0"

C1 S3.01 C2

S3.01

C3 S3.01

B1 S3.01

REFER TO COLUMN

REINFORCING DETAILS

ON SHEET S5.02, TYP.

A1 S3.01

B2 S3.01

C1 S3.01

C1 S3.01

C1 S3.01

C1 S3.01

B2 S3.01

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

(0' - 0")

(+0' - 8")

(-0' - 8")

A2 S3.01

12' - 0"

REFER TO CIVIL

DWGS. FOR EXACT

LOCATION & SLOPE

BLDG. EXP. JOINT, TYP.,

REFER TO TYP. DETAIL

ON SHEET S5.02

3' - 0"

8'

0"

REFER TO ARCH.

DWGS. FOR EXTENTS

OF VENEER SHOULDER

53' - 2" 52' - 8" 54' - 6"

8" 8"

8"

160' - 4"

TS4.0 TS4.0

TS4.0 TS4.0

TS4.0 TS4.0

TS

3.

TS2.5 TS2.5

TS2.5 TS2.5

TS2.5 TS2.5

TS

2.

TS

3.

TS

4.

TS3.0

TS3.0

TS

4.

TS

5.

TS

4.

TS

4.

TS

3.

(+1' - 8")

(+0' - 8")

(0' - 0")

(+1' - 0")

(-0' - 8")

6" CONC. STEP

6" CONC. STEP

6" CONC. STEP

B3

S3.01

B3 S3.01

B3 S3.01

SIM.

1. FIRST FLOOR CONSTRUCTION SHALL BE A 12" CONCRETE SLAB-ON-GRADE REINFORCED WITH #6 AT 12" ON CENTER TOP AND BOTTOM EACH WAY OVER 10 MIL POLYETHYLENE VAPOR BARRIER AND 4" OF POROUS FILL

MATERIAL. REFERENCE ELEVATIONS ARE NOTED ON PLAN.

2. COORDINATE ALL OPENINGS AND DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.

3. INDICATES A 8" STEP IN THE TOP OF CONCRETE SLAB ELEVATION, REFER TO SECTIONS.

4. TSX.X INDICATES THICKENED SLAB. REFER TO THICKENED SLAB SCHEDULE THIS SHEET.

5. WALL CONSTRUCTION SHALL BE 16" THICK REINFORCED CONCRETE. REFER TO SECTIONS FOR REINFORCEMENT.

REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND ADDITIONAL DIMENSIONS.

FOUNDATION PLAN NOTES:

THICKENED SLAB SCHEDULE

MARK WIDTH DEPTH

REINFORCING

TOP BOTTOM STIRRUPS

REMARKS

TS2.5 2' - 6" 2' - 6" (3)-#6, CONT. (3)-#6, CONT. #3 AT 16"o/c

TS3.0 3' - 0" 2' - 6" (3)-#6, CONT. (3)-#6, CONT. #3 AT 16"o/c

TS4.0 4' - 0" 2' - 6" (4)-#6, CONT. (4)-#6, CONT. #3 AT 16"o/c

TS5.0 5' - 0" 2' - 6" (5)-#6, CONT. (5)-#6, CONT. #3 AT 16"o/c

OFHTLAEW

N O M M O

C

A I

NI

GR

IV

GREGORY M. GERLING

Lic. No. 030573

P R O F

E

SS I ONA L EN

G I N

E E R

McPHERSON

DESIGN

GROUP p.c.

STRUCTURAL ENGINEERS

6371 Center Drive, Suite 100 Norfolk, Virginia 23502-4102 Phone (757) 965-2000 Facsimile (757) 965-2001 www.McPhersonDesignGroup.com

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

U

S

AR

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

N

AO

F

IL

E N

U M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

7/29/15

7/

/ 2

:1 1 :

A

M

A rli ng to n N a tio na l C em et er y Pa tto n

D r iv e, A rli ng to n, V A

1 1

/2

1/

PH SD

W

AF

C

S1.01

N O

R

FO

LK

D

I S

TR

IC

T

N O

R

FO

LK

, V

A

R

EA

D Y

TO

AW

AR

D

G M

G

FO

U

N D

A T

IO

N P

L A N

S oi l, Sa nd

S al t S t o ra g e

B ui ld in g

S1 . 0

1-

1/8" = 1'-0"

FOUNDATION PLAN

4' 8' 16' 32'0'

1/8" =1'-0"

GRAPHIC SCALE:

NOTE:

IF THIS DRAWING IS A REDUCTION,

GRAPHIC SCALE MUST BE USED.

PROJECT

NORTH

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

5 1/2 x 17 7/8 GLULAM

2 3 4 5 6 71

A

B

C

D

E

F

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SLOPE

SLOPE

SL

O

PE

SL

O

PE

S4.01 C1

S4.01 B1

S4.02 C1

S4.02 B1 S4.02 A1

C2 S3.02

C2 S3.02

1' - 2" 13' - 4 5/8" 12' - 11 3/8" 13' - 2" 13' - 2" 13' - 2" 13' - 2" 13' - 2" 13' - 2" 13' - 2" 13' - 2" 13' - 6" 12' - 10" 1' - 2"

1/ x

/8 G

LU

LA

M

1/ x

/8

G

LU

LA

M

1/ x

/8 G

LU

LA

M

1/ x

/8

G

LU

LA

M

1/ x

/8 G

LU

LA

M

1/ x

/8 G

LU

LA

M

1/ x

/8

G

LU

LA

M

1/ x

/8 G

LU

LA

M

1/ x

/8 G

LU

LA

M

1/ x

/8

G

LU

LA

M

5 1/2 x 17 7/8 GLULAM

1/ x

/8 G

LU

LA

M

1/ x

/8

G

LU

LA

M

5 1/2 x 17 7/8 GLULAM

5 1/2 x 17 7/8 GLULAM

1/ x

/8 G

LU

LA

M

1/ x

/8 G

LU

LA

M

5 1/2 x 17 7/8 GLULAM

5 1/2 x 17 7/8 GLULAM

1/ x

/8 G

LU

LA

M

5 1/2 x 17 7/8 GLULAM

5 1/2 x 17 7/8

GLULAM

1/ x

/8 G

LU

LA

M

1/ x

/8 G

LU

LA

M

1'

2"

1'

2"10

0"

2'

1/

8"

/4

/8

1'

2"

C1 S3.02

C3 S3.02

C3 S3.02

C3 S3.02

C4 S3.02

C4 S3.02

C4 S3.02

SIM. B1

S3.02

PARAPET

REFER TO PLAN

NOTE 5, TYP.

REFER TO

PLAN NOTE 6

P.T. 8 x8

TYP. U

.O

.N

B1 S3.02

B2 S3.02

B3 S3.02

1. ALL ELEVATIONS ON THIS SHEET ARE REFERENCED FROM CENTRAL BAY TOP OF SLAB ELEVATION OF (0'-0").

REFER TO S1.01 FOR LOCATION.

2. ROOF CONSTRUCTION SHALL CONSIST OF 3" TONGUE AND GROOVE, HEAVY TIMBER/GLULAM DECKING WITH

15/32" STRUCTURAL I GRADE SHEATHING. REFER TO TYPICAL DETAILS ON SHEET S5.02.

3. REFER TO ARCHITECTURAL DRAWINGS FOR SLOPES, ELEVATIONS, OVERHANGS, ETC.

4. DENOTES ROOF DECK SPAN DIRECTION.

5. DIAGONAL WOOD BRACE. REFER TO TYPICAL WOOD BRACING ELEVATION (A1/S3.02) FOR ADDITIONAL

INFORMATION.

6. PROVIDE FIRE RETARDANT TREATMENT (1-HOUR MIN. RATING) TO ROOF DECK WITHIN 4'-0" OF GRID LINE 4 AND

ALL SUPPORTING WOODEN/COMBUSTIBLE MEMBERS.

ROOF FRAMING PLAN NOTES:

OFHTLAEW

N O M M O

C

A I

NI

GR

IV

GREGORY M. GERLING

Lic. No. 030573

P R O F

E

SS I ONA L EN

G I N

E E R

McPHERSON

DESIGN

GROUP p.c.

STRUCTURAL ENGINEERS

6371 Center Drive, Suite 100 Norfolk, Virginia 23502-4102 Phone (757) 965-2000 Facsimile (757) 965-2001 www.McPhersonDesignGroup.com

SHEET

IDENTIFICATION

1 2 3 4 5

D R

AW

N

B Y:

D

ES

I G N

B Y:

SB

M

T

BY

S

IZ

E :

FI

LE

N

A M

E:

IS

SU

E D

A

TE

U

S

AR

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C

KD

B Y:

US Army Corps of Engineers ®

" x

4"

D

C

B

A

N

AO

F

IL

E N

U M

BE

R

P

LO

T

SC

A

LE

P

LO

T D

AT

E:

SHEET OF

7/29/15

7/

/ 2

:1 1 :

A

M

A rli ng to n N a tio na l C em et er y Pa tto n

D r iv e, A rli ng to n, V A

1 1

/2

1/

PH SD

W

AF

C

S1.02

N O

R

FO

LK

D

I S

TR

IC

T

N O

R

FO

LK

, V

A

R

EA

D Y

TO

AW

AR

D

G M

G

R O

O F

FR

AM

IN

G

P

LA

N

S oi l, Sa nd

S al t S t o ra g e

B ui ld in g

S1 . 0

2-

1/8" = 1'-0"

ROOF FRAMING PLAN

4' 8' 16' 32'0'

1/8" =1'-0"

GRAPHIC SCALE:

NOTE:

IF THIS DRAWING IS A REDUCTION,

GRAPHIC SCALE MUST BE USED.

PROJECT

NORTH

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

16" CONC. WALL

2x4 KEY, CONT.

STONE VENEER,

REFER TO ARCH.

DWGS.

THICKENED SLAB,

REFER TO PLAN

CONC. SLAB,

REFER TO PLAN

SLOPE

POROUS FILL

3" CLR.

3" CLR.

3" C

LR

3" C

LR

3"

3"3" CLR. TYP.

9"

#5 AT 12" o/c EA. FACE, EA. WAY

(3)-#3 BARS

#6 AT 8" o/c

#3 BAR, CONT.

GRADE, REFER

TO CIVIL DWGS.

CONT. ADHESIVE

WATERSTOP

CMU VENEER, GROUTED

SOLID BELOW GRADE,

REFER TO ARCH.

DWGS.

THICKENED SLAB,

REFER TO PLAN

16" CONC. WALL

POROUS FILL

2x4 KEY, CONT.

16" CONC. WALL

CONC. SLAB,

REFER TO PLAN

#5 AT 12" o/c EA. FACE, EA. WAY

GRADE, REFER

TO CIVIL DWGS.

CONT. ADHESIVE

WATERSTOP

6" STD. PIPE BOLLARDS,

FILL SOLID W/ CONC.

SLOPE

CMU VENEER,

GROUTED SOLID

BELOW GRADE, REFER

TO ARCH. DWGS.

PIPE SLEEVE EMBED.

2'-0" INTO THICKENED

SLAB, GROUT SOLID

16" CONC. WALL

CONC. SLAB,

REFER TO PLAN

#5 AT 12" o/c EA. FACE, EA. WAY

REFER TO

CIVIL DWGS.

4'

4" 4'

0"

2x4 KEY, CONT.

NOTE:

6" CONC. STEP NOT

SHOWN FOR CLARITY.

POROUS FILL

CONC. TURNDOWN,

REFER TO PLAN

CONT.

ADHESIVE

WATERSTOP

STONE VENEER,

REFER TO ARCH.

DWGS.

CONC.

TURNDOWN,

REFER TO PLAN

POROUS FILL

2x4 KEY, CONT.

16" CONC. WALL

CONC. SLAB,

REFER TO PLAN

#5 AT 12" o/c EA. FACE, EA. WAY

GRADE, REFER

TO CIVIL DWGS.

CONT. ADHESIVE

WATERSTOP

THICKENED SLAB,

REFER TO PLAN

POROUS FILL

2x4 KEY, CONT.

16" CONC. WALL

CONC. SLAB,

REFER TO PLAN

#5 AT 12" o/c EA. FACE, EA. WAY

CONC. SLAB,

REFER TO PLAN

POROUS FILL

CONT. ADHESIVE

WATERSTOP

CONC.

TURNDOWN,

REFER TO PLAN

POROUS FILL

CONC. SLAB,

REFER TO PLAN

WALL

BEYOND

REFER TO

CIVIL DWGS.

CONT. ADHESIVE

WATER STOPS

OUTLET PIPE, REFER

TO CIVIL DWGS. FOR

SIZE & INVERT ELEV.

#5 BARS AT 12"o/c, EA.

WAY, EA. FACE, TYP.

1'

0"

12" CONC. WALL

ACI STD. HOOKS, TYP.

12" CONC. SLAB, REFER

TO CIVIL DWGS. FOR

SLOPE REQUIREMENTS

L3x3x1/4 GALV.

STL. ANGLE W/

1/2Ø HEADED

STUDS AT 2'-0"o/c, 3" MIN. EMBED.

T.O. FTG.

ELEV.=(-5'-6")

REFER TO TYP. PIPE

PENETRATION DETAIL

ON SHEET S5.02 3" CLR., TYP.

GRATING, REFER

TO CIVIL DWGS.

2x4 KEY

3' - 0"

2x4 KEY, TYP.

THICKENED

SLAB, REFER

TO PLAN

POROUS FILL2x4 KEY, CONT.

16" CONC. WALL

CONC. SLAB,

REFER TO PLAN

#5 AT 12" o/c EA. FACE, EA. WAY

CONC. SLAB,

REF…