Phpt_WKS_Plans_Amd1.pdf

OE

OE

CUT AND TEMPORARY CAP

EXISTING UTILITY SERVICE

LINE (TYP)

SITE

BENCHMARK

6" C.I. SEWER PER

ACOE RECORD DWGS

10.00' MIN.

BUILDING

SETBACK

SF

SF

SF

SILT FENCE

C-901

SIZE & MATERIAL

UNKNOWN

WATER FOUNTAIN TO BE

REMOVED AS NEW FOUNTAIN

INSTALLED ON NEW BUILDING

CONTRACTOR TO COORDINATE WITH

LOCAL UTILITY FOR ELECTRIC SERVICE

DISCONNECT PRIOR TO DEMOLITION

AND TO THE ELECTRICAL PLANS FOR

RE-CONNECT

CUT AND TEMPORARY CAP

EXISTING UTILITY SERVICE

LINE (TYP)

EXISTING 2" WATER LINE

PER ACOE RECORD DWGS

CUT AND TEMPORARY CAP

EXISTING UTILITY SERVICE

LINE (TYP)

SF

SF

SF

SF

SF

SF

SF

N 3458804.30 E 11032338.50

CUT AND CAP

OE

OE

PROPOSED

CONCRETE

SIDEWALK

PROPOSED

SHOWERHOUSE

FF = 1026.1'

CO

CO

REGRADE FROM

SIDEWALK 4:1 SLOPE

TO EXISTING

1025.14

1025.7

1025.00

1026.0

1026.00 1026.00

1025.9

1025.90

1025.9

C-901

1025.6

1025.90

1:1 2 M

AX.

1026.00

SEE NOTE 2

MEG

1026.10

2%

2%

2%

C-901

PROPOSED

CURB & HANDRAIL

4.9% MAX.

1024.50

MEG

1023.76±RAILING WITHOUT CURB

C-901

OE

OE

PROPOSED

CONCRETE

SIDEWALK

.1

7'

7.

28.00' 5.00'

PROPOSED

SHOWERHOUSE

FF = 1026.1'

5.

3.00'

CO

CO

5.00'

5.0 0'

5.00'

R

R15'

R10'

5.

5.00'

N 3458777.32 E 11032299.36

SEE NOTE A

RECONNECT WATER

SERVICE TO BUILDING

UTILIZING PLUMBING PLAN

N 3458784.90 E 11032305.00

N 3458746.16 E 11032298.66

N 3458736.42 E 11032308.60

N 3458731.33 E 11032314.18

N 3458741.88 E 11032269.54

N 3458731.34 E 11032280.40

N 3458791.49 E 11032271.57

N 3458777.16 E 11032265.94

N 3458741.18 E 11032267.61

N 3458747.89 E 11032303.70

RECONNECT PER

ELECTRICAL PLANS

CONTRACTOR TO USE DOUBLE CLEANOUT AS SHOWN

ON PLUMBING PLANS FOR SEWER CONNECTION TO

STRUCTURE, TYPICALLY 5' FROM BUILDING.

SEE NOTE A

N 3458783.09 E 11032268.57

N 3458788.52 E 11032271.07

N 3458743.93 E 11032267.59

N 3458797.21 E 11032303.70

N 3458790.30 E 11032306.24

N 3458804.65 E 11032284.71

2" WATER VALVE

A. REMOVE TEMPORARY CAP AND

RECONNECT UTILITY SERVICES TO BLDG

(TYP) UTILIZING APPROVED MATERIAL AS

SPECIFIED IN SECTIONS 331100 (WATER

DISTRIBUTION) AND 333000 (SEWER

DISTRIBUTION), RESPECTIVELY. 1.0%

MINIMUM SLOPE FOR SEWER ON 6 INCH

PIPE. CONTRACTOR TO INSTALL 6 INCH x 4

INCH REDUCER AS NECESSARY AT

BUILDING CLEANOUT CONNECTION.

2" WATER

SERVICE PIPING

N 3458800.27 E 11032295.88

N 3458795.39 E 11032308.32

N 3458785.27 E 11032275.67

N 3458785.80 E 11032269.82

N 3458797.52 E 11032287.82

10'5' 20'0

N

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AN

C-200

10'5' 20'0

N

10'5' 20'0

N

TO BE DEMOLISHED

AND DISPOSED

PROPOSED

CONCRETE

PROPOSED

CONTOUR

PROPOSED

SILT FENCE

SF

XX.XX

XX.XX

SOFT SPOT

ELEVATION

HARD SPOT

ELEVATION

WATER FLOW

DIRECTION

1. SEED, FERTILIZE, AND MULCH ALL

VEGETATED AREAS DISTURBED DURING

CONSTRUCTION. VEGETATIVE COVER SHALL

BE RE-ESTABLISHED AS SOON AS POSSIBLE

AFTER LAND DISTURBANCE.

2. REPLACE DISTURBED GRAVEL AREAS WITH

SAME GRAVEL MATERIAL TO FULL DEPTH AS

EXISTING.

3. ALL GRADE ELEVATIONS OUTSIDE

DOORWAYS ARE TO EQUAL FINISHED FLOOR

ELEVATION. OTHER AREAS, TYPICAL 0.1 FT

DIFFERENCE, REFER TO ARCHITECTURAL

DRAWINGS.

TREE TO BE

REMOVED

EXISTING GRAVEL

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AI

LS

SILT FENCE PROTECTION IN DITCHES

WITH INTERMITTENT FLOW

SILT FENCE PROTECTION AROUND

DITCH BOTTOM INLETS

SECTION

STORMWATER

RUNOFF

SILT FENCE

WATERCOURSE

SILT FENCE

SILT FLOW

6' MAX.

(CONTRACTOR TO VERIFY WHETHER

WOODEN STAKES ARE ALLOWED BY LOCAL

REGULATING AUTHORITY) POST OPTIONS:

SOFTWOOD 2-1/2" DIA. (IF ALLOWED)

SOFTWOOD 2"X4" (IF ALLOWED)

HARDWOOD 1-1/2"X1-1/2" DIA. (IF ALLOWED)

STEEL 1.33LBS/FT MIN.

OPTIONAL POST

POSITIONS

20°±

FILTER

FABRIC

PRINCIPLE POST

POSITION

(CANTED 20°

TOWARD FLOW)

V E

R

TI

C

AL

3' O

R M

O R

E

" M

IN

8"

" T O

ELEVATION

TYPE IV SILT FENCE

FILTER FABRIC (IN

CONFORMANCE WITH

SPECIFICATIONS

SILT FLOW

NOTES FOR SILT FENCES

1. DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE UPLAND LOCATIONS

AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

2. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE TO AVOID

CHANNELIZING RUNOFF ALONG THE LENGTH OF THE FENCE.

SECTION

2% MAX

PLAN

CONCRETE SIDEWALK DETAIL 2

SCALE: N.T.S. -

5'-0" MAX. 5'-0" MAX. 5'-0" MAX.

1/2" EXPANSION JOINT

FULL DEPTH OF WALK

MAX 15'-0" SPACING

3/16"X1" TOOLED

OR CUT JOINTS

5'-0"VARIES

2"

3"

VARIES

4" MINIMUM

3/4" RADIUS

FIN. GRADE

WELL TAMPERED OR UNDISTURBED EARTH COMPACTED TO

100% OF THE STANDARD PROCTOR MAXIMUM DENSITY IN

AREAS ADJACENT TO THE BUILDING, PARKING AREAS, AND

STREETS. COMPACT TO 90% OF THE STANDARD PROCTOR

MAXIMUM DENSITY (ASTM D-698) IN YARD AREAS.

3,500 PSI CONC (MIN)

FIBER MESH

TOP SOIL

CURB AND RAILING

DETAIL 3

SCALE: N.T.S. - TYPICAL TRENCH DETAIL FOR

SANITARY SEWER PIPE 4

SCALE: N.T.S. -

SERVICE LATERAL 5

SCALE: N.T.S. -

HANDICAP SIGN

5.0'

STRIPING

12.0'

' O

R

8'

4" WHITE

4" BLUE

STRIPING

CONC. WALK

1'

5.

0'

4" 5 S.F.

STRIPING EQUALLY SPACED

(3) 6" WHITE DIAG0NAL

CONCRETE WALKWAY TO

BE LEVEL WITH THE

ASPHALT PARKING

SURFACE

By Ordinance

FINE $

4"

7'

SIGN TO BE SUBLIMATED 12"x6" WITH 1

1/2" CORNER RADII SERIES "C" BLUE

LEGEND AND 1/2" BLUE BORDER WITH

A WHITE BACKGROUND.

HANDICAP PARKING

AND SIGN DETAIL 6

SCALE: N.T.S. -

PARKING BY

DISABLED

PERMIT ONLY

TOW AWAY

9'

SILT FENCE DETAIL 1

SCALE: N.T.S. -

EXPANSION JOINT

TO BE PROVIDED

ADJACENT TO

BUILDING PER

ARCHITECTURAL

PLANS

C-901

SEWER MAIN

SPRING LINE

FINISHED GRADE

1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.

2. ALL FITTINGS SHOWN ARE TO BE INSTALLED.

3. CONNECT SERVICE TO BUILDING PER PLUMBING PLANS.

4. SIZE OF SEWER SERVICES TO BUILDING SHOWN ON CIVIL PLANS.

WYE WITH

6" BRANCH

6" 45° BEND

SEWER MAIN

SIZE VARIES

ROTATE

30° (TYP.)

SLOPE TO TERMINAL DEPTH

@ 1.0% MIN (TYP.)

PLUMBING

NTS

NTS

SEE NOTE 3

CIVIL

5' FEET FROM

BUILDING ±

DOUBLE CLEAN-OUT

PER PLUMBING DETAILS

PLUMBING CIVIL

STANDARD HANDRAIL METHOD OF

LOCATING AND ERECTING 7

SCALE: N.T.S. -

4-1/2" O.C. (TYP)

6" M

IN

4" M

AX

* 1-1/2" O.C. STANDARD PIPE FOR RAILS (SMOOTH FLO-COAT GALVANIZED OR APPROVED EQUAL)

* 1-1/2" O.D. EXTRA STRONG PIPE FOR POSTS (GALVANIZED)

HANDRAILS SHALL BE GROUNDED AND

EFFECTIVELY BONDED. GROUNDING

MATERIALS INSTALLATION TO BE IN

ACCORDANCE WITH ST'D FE-6.

6'-0" MAX.4"

1. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY TESTING AND

REPORTING TO THE CONTRACTING OFFICER.

2. THE SUPPLIER OF ALL GUARDRAIL AND HANDRAIL SHALL ENSURE THAT

IT IS DESIGNED AND ENGINEERED IN ACCORDANCE WITH THE 2006

INTERNATIONAL BUILDING CODE WITH VIRGINIA AMENDMENTS. ALL

DETAILING SHOWN IS MINIMUM REQUIRED, SUPPLIER TO VERIFY OR

UPGRADE AS NECESSARY.

3. HEIGHT VARIES PER LOCATION

a. SALTHOUSE BRANCH BEACH SHOWERHOUSE PROJECT HEIGHT = 42".

REFER TO SECTION C, SHEET C-902.

b. ROLANDS BRANCH PROJECT, LOWER RAIL HEIGHT = 38", UPPER RAIL

HEIGHT = 42". REFER TO SECTIONS A & B, SHEET C-902.

c. SALTHOUSE MAIN SHOWERHOUSE PROJECT HEIGHT OF RAILING = 38"

FROM RAMP SURFACE, REFER TO DETAIL 3, C901, AND C200 GRADING

PLAN

4. FASTEN WITH BOLTS AND CONCRETE EPOXY (POWERS PE 1000+ OR

APPROVED EQUAL)

5. WEDGE ANCHORS (POWER STUD OR EQUAL) MAY BE UTILIZED AS

APPROVED ALTERNATE.

6. BASE PLATES SHALL BE IN ACCORDANCE WITH ASTM A36 OR ASTM A709

GRADE 36.

6" x 4" REDUCER

IF APPLICABLE

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6" x 4" REDUCER

IF APPLICABLE

1/8" 1/4"

8"

4"X8"X1

2" BASE

PLATE

GROUNDING

ELECTRODE

3/4" GALVANIZED

BOLTS (TYP)

(SEE NOTE 4)

GALVANIZED BASE

PLATE WITH 1

8"

THICK RESILIENT

OR NEOPRENE PAD

AND SHIM PLATES

AS REQUIRED (TYP)

2" DIA. SOLID STEEL

SMOOTH ROUND ROD (TYP)

OR 1" STANDARD PIPE

(GALVANIZED)

RAILING

C901

5'-0"

6"

6"

CONCRETE

SIDEWALK

C901

6"x6"

THICKENED

EDGE

CENTERED

ON RAIL

LOCATION

hernan.lopez Stamp