6

12345678910 G - .NET Framework

  • Upload
    others

  • View
    19

  • Download
    0

Embed Size (px)

Citation preview

Page 1: 12345678910 G - .NET Framework
Page 2: 12345678910 G - .NET Framework
Page 3: 12345678910 G - .NET Framework

C2.1

1"=5'

HTTPS://WWW.YOUTUBE.COM/WATCH?V=PO2AHZUZIEW&INDEX=4&LIST=RDEMTZWQ9PH1A_JFG1KY9ULMNW

NOTE: THE EARTHWORK QUANTITIES SHOWN HEREON ARE

EXCLUSIVE OF WALL FOOTINGS, EXISTING PAVEMENT REMOVAL

AND OVER EXCAVATION AND RECOMPACTION, UTILITY TRENCH SPOILS &

SOIL EXPANSION AND CONTRACTION FACTORS.

ITEM DESCRIPTION CUT (cu.yds) FILL (cu.yds)

1 EG VS. FG 0.5 94.5

NET VOLUME =

94 CU.YDS. OF FILL

THE ABOVE QUANTITIES ARE FOR INFORMATION PURPOSES ONLY.

THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE NECESSARY CUT

AND FILL TO ACCOMPLISH FINISH GRADE SHOWN ON THESE PLANS.

EARTHWORK QUANTITIES

GRA

DIN

G A

ND

DRA

INAG

EPL

AN

Date:

Scale:

Drawn:

Job:

Of Sheets

Sheet:

REVISIONS BY

4/19/19

JW

446-83

C

G /

CIV

IL C

ON

SULT

AN

TS

GR

OU

P, I

NC

.

Engineers/Planners

Scotts Valley, CA 95066

4444 Scotts Valley D

rive / Suite 6

T (831) 438-4420

F (831) 438-4420

2

AND

ERSO

N C

ABAN

A

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

6

1043

0 D

UKE

CT G

ILRO

Y, C

AAP

N 8

30-1

7-08

7

1

JW

SCC COMMENTS

DATED 8/28/19

DON'T TAKE THE MONEYSOMEBODY BROKE ME ONCELOVE WAS A CURRENCYA SHIMMERING BALANCE ACTI THINK THAT I LAUGHED AT THATAND I SAW YOUR FACE AND HANDSCOLOURED IN SUN AND THENI THINK I UNDERSTANDWILL I UNDERSTAND?WILL WE FIGHT, STAY UP LATE?IN MY DREAMS I'M TO BLAMEDIFFERENT SIDES OF THE BEDROLL YOUR EYES, SHAKE MY HEADNOW WE'RE STUCK IN THE STORMWE WERE BORN TO IGNOREAND ALL I GOT IS A CHANCE TO JUST SIT(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEYI SLEPT ON MY OWN THOSE NIGHTSWAS STILL IN MY PARENTS HOUSEAND I CUT OFF MY T-SHIRT SLEEVESAND CLAIM A NEW CONTINENT'TIL I SAW YOUR FACE AND HANDSCOVERED IN SUN AND THENI THINK I UNDERSTANDWILL I UNDERSTAND?WILL WE FIGHT, STAY UP LATE?IN MY DREAMS I'M TO BLAMEDIFFERENT SIDES OF THE BEDROLL YOUR EYES, SHAKE MY HEADNOW WE'RE STUCK IN THE STORMWE WERE BORN TO IGNOREAND ALL I GOT IS A CHANCE TO JUST SIT(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEY(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEY(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)WHEN YOU'RE LOOKING AT YOUR SHADOWSTANDING ON THE EDGE OF YOURSELFPRAYING ON THE DARKNESSJUST DON'T TAKE THE MONEYDREAMING OF AN EASYWAKING UP WITHOUT WEIGHT NOWAND YOU'RE LOOKING AT THE HEARTLESSJUST DON'T TAKE THE MONEYYOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYWELL, DON'T TAKE THE MONEY(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEYJUST DON'T TAKE THE MONEYJUST DON'T TAKE THE MONEYJUST DON'T TAKE THE MONEYJUST DON'T TAKE THE MONEY

NEW CONTOUR W/DAYLIGHT

EXISTING CONTOUR

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL REPORT.

2. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED TO A DEPTH OF 6"

3. ALL MATERIAL TO BE USED AS FILL WITHIN BUILDING PAD AREAS TO BE FREE OF ALL

VEGETATION & FOREIGN MATTER AND SHALL BE APPROVED BY THE GEOTECHNICAL

ENGINEER.

4. BUILDING PADS TO BE OVEREXCAVATED TO A DEPTH OF 12" BELOW EXISTING GRADE

OR PAD ELEVATION, WHICHEVER IS DEEPER. PLACE 12" OF ENGINEERED FILL IN ALL

BUILDING PAD AREAS AND COMPACT TO 90% R.C.

5. STRIPPINGS MAY BE PLACED IN PLANTING AREAS; ALL EXCESS STRIPPING SHALL BE

HAULED OFF.

6. ALL WORK SHOWN OR NOTED IN THESE PLANS SHALL BE IN STRICT ACCORDANCE

WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, ALL LOCAL, STATE

AND FEDERAL MINIMUM STANDARDS AND THE LATEST EDITION OF THE UNIFORM

BUILDING CODE.

7. CONTRACTOR SHALL PROTECT ALL EXISTING SITE IMPROVEMENTS NOT IDENTIFIED

FOR REMOVAL DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR ANY DAMAGE

TO AS-NEW CONDITION AT THEIR SOLE EXPENSE.

8. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, SITE DIMENSIONS AND

GRADES PRIOR TO THE START OF CONSTRUCTION.

9. ALL GRADING AND RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE

STANDARD REQUIREMENTS OF THE COUNTY OF SANTA CLARA.

10. GRADING SLOPES FOR BOTH CUT AND FILL SHALL NOT EXCEED 2(H):1(V) UNLESS

OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER.

11. UPPER 6" OF FILL PLACED BELOW CONCRETE SLABS SHALL BE COMPACTED TO 95%

RELATIVE COMPACTION, ALL OTHER FILL TO 90% RELATIVE COMPACTION.

12. BASEROCK AND SUBBASE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION

13. ALL SOFTSCAPE GRADES ADJACENT TO (N) BUILDINGS SHALL BE 8" (MIN.) BELOW

FINISH FLOOR.

14. CONTRACTOR SHALL GRADE TO ENSURE DRAINAGE FLOWS AWAY FROM (N)

BUILDINGS.

GENERAL GRADING NOTES

LEGEND

NEW PEDESTRIAN CONCRETE

ABBREVIATIONS

AB AGGREGATE BASE

AC ASPHALT CONCRETE

BFC BOTTOM FACE OF CURB

BFS BOTTOM FACE OF STEP

B/STEP BOTTOM OF STEP

BFW BOTTOM FACE OF WALL

BW BACK OF WALL

BFP BACKFLOW PREVENTER

E ELECTRICAL (PG&E)

(E) EXISTING

EC EDGE OF CONCRETE

EP EDGE OF PAVEMENT

C AT&T CABLE

CB CATCH BASIN

FH FIRE HYDRANT

FL FLOW LINE

FG FINISHED GROUND

FS FINISHED SURFACE

G GROUND

GB GRADE BREAK

GF GARAGE FLOOR

GV GATE VALVE

HP HIGH POINT

HYD HYDRANT

LP LOW POINT

ME MATCH EXISTING

(N) NEW

OH OVERHEAD LINES

P PAVEMENT

POC POINT OF CONNECTION

REC RECLAIMED WATER

PE POLY ETHYLENE TUBING

SAN SANITARY

SSCO SANITARY SEWER CLEAN OUT

SD STORM DRAIN

STA STATION

T TELEPHONE

THR THRESHOLD

T/REC TOP OF REC WATER LINE

T/S TOP OF STEP

TC TOP OF CURB

TOW TOP OF WALL

T/STEP TOP OF STEP

SW TOP OF SIDEWALK

W WATER

WM WATER METER

WV WATER VALVE

(N) 4" THICK CONCRETE SLAB

(3,000 PSI)

FG

SUBGRADE @ 95%

RELATIVE COMPACTION

4" THICK CLASS II

AGGREGATE BASE ROCK

Scale: NTS

CONCRETE SIDEWALK SECTION

3

#4 REBAR @ 24" OC EW

HTTPS://WWW.YOUTUBE.COM/WATCH?V=PO2AHZUZIEW&INDEX=4&LIST=RDEMTZWQ9PH1A_JFG1KY9ULMNW

Scale: 1"=40'

FULL SITE PLAN

1

Scale: 1"=10'

ENLARGED GRADING PLAN

2

1

1

EC=414.26

EC=414.44

EC=414.26(ME)

EC=414.44

EC=414.44

EC=414.44

EC=414.33

EC=414.33

G=414.01

EC=414.33

EC=414.33

NEW TRELLIS

NEW CONCRETE BELOW TRELLIS

NEW CONCRETE WALK

NEW OUTDOOR SHOWER

(SEE ARCH PLAN)

EC=414.33

EC=414.33

G=413.5

1

5

'

S

L

O

P

E

&

B

R

I

D

L

E

P

A

T

H

E

A

S

E

M

E

N

T

3

0

'

R

O

A

D

&

U

T

I

L

I

T

Y

E

A

S

E

M

E

N

T

3

0

'

I

N

G

R

E

S

S

/

E

G

R

E

S

S

E

A

S

E

M

E

N

T

&

P

.

U

.

E

.

EXISTING GRAVEL DRIVE

(ALL WEATHER SURFACE)

EXISTING CONCRETE DRIVE

FT TURNAROUND TYPE A

EXISTING HYDRANT

100 PSI PER PURVEYOR

AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
30
AutoCAD SHX Text
40
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
Exp. 6/30/21
AutoCAD SHX Text
No. C 64561
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
R.
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
R
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
S
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
3
AutoCAD SHX Text
--
AutoCAD SHX Text
3
AutoCAD SHX Text
--
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1"=40'
AutoCAD SHX Text
40
AutoCAD SHX Text
80
AutoCAD SHX Text
120
AutoCAD SHX Text
160
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
HEAVY BRUSH
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
NEW CABANA FF=414.48
AutoCAD SHX Text
413
AutoCAD SHX Text
414
AutoCAD SHX Text
412
AutoCAD SHX Text
414
AutoCAD SHX Text
1.8%
AutoCAD SHX Text
1.8%
AutoCAD SHX Text
1.8%
AutoCAD SHX Text
1.8%
AutoCAD SHX Text
1.8%
AutoCAD SHX Text
1.8%
AutoCAD SHX Text
3.3%
AutoCAD SHX Text
25%
AutoCAD SHX Text
5.5%
AutoCAD SHX Text
5.5%
AutoCAD SHX Text
(N 23°47'00" W 409.52)
AutoCAD SHX Text
(S 81°58'25" E 410.17)
AutoCAD SHX Text
(S 80°00'20" W 124.97)
AutoCAD SHX Text
(S 43°18'45" W 220.32)
AutoCAD SHX Text
(S 23°46'55" E 650.31)
AutoCAD SHX Text
(N 23°47'00" W 719.98)
AutoCAD SHX Text
(S 23°47'00" E 229.96)
AutoCAD SHX Text
REDWOOD GROVE
AutoCAD SHX Text
HEAVY BRUSH
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
SEPTIC
AutoCAD SHX Text
HOT
AutoCAD SHX Text
TUB
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
DUKE DRIVE
AutoCAD SHX Text
EXISTING HOME
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
H
AutoCAD SHX Text
413
AutoCAD SHX Text
414
AutoCAD SHX Text
412
AutoCAD SHX Text
414
Page 4: 12345678910 G - .NET Framework

C3.1

1"=10'

HTTPS://WWW.YOUTUBE.COM/WATCH?V=PO2AHZUZIEW&INDEX=4&LIST=RDEMTZWQ9PH1A_JFG1KY9ULMNW

ERO

SIO

N C

ON

TRO

L PL

AN

Date:

Scale:

Drawn:

Job:

Of Sheets

Sheet:

REVISIONS BY

4/19/19

JW

446-83

C

G /

CIV

IL C

ON

SULT

AN

TS

GR

OU

P, I

NC

.

Engineers/Planners

Scotts Valley, CA 95066

4444 Scotts Valley D

rive / Suite 6

T (831) 438-4420

F (831) 438-4420

2

AND

ERSO

N C

ABAN

A

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

1 2 3 4 5 6 7 8 9 10

6

1043

0 D

UKE

CT G

ILRO

Y, C

AAP

N 8

30-1

7-08

7

1

JW

SCC COMMENTS

DATED 8/28/19

DON'T TAKE THE MONEYSOMEBODY BROKE ME ONCELOVE WAS A CURRENCYA SHIMMERING BALANCE ACTI THINK THAT I LAUGHED AT THATAND I SAW YOUR FACE AND HANDSCOLOURED IN SUN AND THENI THINK I UNDERSTANDWILL I UNDERSTAND?WILL WE FIGHT, STAY UP LATE?IN MY DREAMS I'M TO BLAMEDIFFERENT SIDES OF THE BEDROLL YOUR EYES, SHAKE MY HEADNOW WE'RE STUCK IN THE STORMWE WERE BORN TO IGNOREAND ALL I GOT IS A CHANCE TO JUST SIT(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEYI SLEPT ON MY OWN THOSE NIGHTSWAS STILL IN MY PARENTS HOUSEAND I CUT OFF MY T-SHIRT SLEEVESAND CLAIM A NEW CONTINENT'TIL I SAW YOUR FACE AND HANDSCOVERED IN SUN AND THENI THINK I UNDERSTANDWILL I UNDERSTAND?WILL WE FIGHT, STAY UP LATE?IN MY DREAMS I'M TO BLAMEDIFFERENT SIDES OF THE BEDROLL YOUR EYES, SHAKE MY HEADNOW WE'RE STUCK IN THE STORMWE WERE BORN TO IGNOREAND ALL I GOT IS A CHANCE TO JUST SIT(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEY(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEY(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)WHEN YOU'RE LOOKING AT YOUR SHADOWSTANDING ON THE EDGE OF YOURSELFPRAYING ON THE DARKNESSJUST DON'T TAKE THE MONEYDREAMING OF AN EASYWAKING UP WITHOUT WEIGHT NOWAND YOU'RE LOOKING AT THE HEARTLESSJUST DON'T TAKE THE MONEYYOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYWELL, DON'T TAKE THE MONEY(I'M IN LOVE AND YOU'VE GOT ME, RUNAWAY)YOU STEAL THE AIR OUT OF MY LUNGS, YOU MAKE ME FEEL ITI PRAY FOR EVERYTHING WE LOST, BUY BACK THE SECRETSYOUR HAND FOREVER'S ALL I WANTDON'T TAKE THE MONEYDON'T TAKE THE MONEYJUST DON'T TAKE THE MONEYJUST DON'T TAKE THE MONEYJUST DON'T TAKE THE MONEYJUST DON'T TAKE THE MONEY

EROSION CONTROL NOTES

BLANDO BROME 50%

ROSE CLOVER (PELLET INOCULATED) 35%

CREEPING RED RESCUE 15%

ZORRO ANNUAL FESCUE TRACE

WILDFLOWERS TRACE

1. BETWEEN OCTOBER 15 AND APRIL 15, EXPOSED SOIL SHALL BE PROTECTED FROM EROSION

AT ALL TIMES. HAY BALES, FILTER BERMS, OR OTHER MEANS SHALL BE EMPLOYED TO PREVENT

TURBID RUNOFF TO ADJOINING PROPERTIES.

2. ALL AREA ON AND OFF SITE, EXPOSED DURING CONSTRUCTION, IF NOT PERMANENTLY

LANDSCAPED PER PLANS, SHALL BE PROTECTED BY MULCHING AND/OR PLANTING OF THE

FOLLOWING APPROVED EROSION CONTROL MIX, AT A RATE OF 35 POUNDS PER ACRE:

3. UNNECESSARY GRADING AND DISTURBING OF SOIL IS NOT ALLOWED.

4. ANY EXCESS MATERIAL SHALL BE DISPOSED OF OFF-SITE OR STOCKPILED IN A MANNER TO

AVOID RUNOFF ONTO ADJOINING PROPERTIES.

5. UPON COMPLETION OF CONSTRUCTION, ALL REMAINING EXPOSED AREAS SHALL BE

PERMANENTLY REVEGETATED PER LANDSCAPE PLANS.

6. ANY MATERIAL STOCKPILED DURING CONSTRUCTION SHALL BE COVERED WITH PLASTIC.

7. DURING CONSTRUCTION, NO TURBID SITE WATER SHALL BE PERMITTED TO ENTER STORM

DRAIN SYSTEM. USE OF SILT AND GREASE TRAPS, FILTER BERMS, OR HAY BALES MAY BE USED

TO PREVENT SUCH DISCHARGE.

8. CONTRACTOR SHALL NOTIFY COUNTY 72 HOURS BEFORE ANY EARTHWORK IS BEGUN.

PONDING HT.

STANDARD DETAIL

TRENCH WITH NATIVE BACKFILL

STEEL OR

WOOD POST

12" MIN.

F

L

O

W

F

L

O

W

RUNOFF

8"

GRAVEL

F

L

O

W

9" MAX.

STORAGE HT.

12" MIN.

(RECOMMENDED)

RUNOFF

ALTERNATE DETAIL

TRENCH WITH GRAVEL

PONDING HT.

THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES. STORAGE HEIGHT SHALL NEVER EXCEED 18". THE FENCE

LINE SHALL FOLLOW THE CONTOUR AS CLOSELY AS POSSIBLE.

IF POSSIBLE, THE FILTER FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. WHEN

JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH

OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST.

POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12

INCHES). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT

EXCEED 6 FEET. TURN THE ENDS OF THE FENCE UPHILL.

A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTS AND

UPSLOPE FROM THE BARRIER.

WHEN STANDARD-STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY

TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG

RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES AND SHALL NOT EXTEND MORE THAN 36

INCHES ABOVE THE ORIGINAL GROUND SURFACE.

THE STANDARD-STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 6 INCHES OF THE FABRIC

SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL

GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.

WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY

BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS.

THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE TOE OF THE FILTER FABRIC.

SILT FENCES PLACED AT THE TOE OF A SLOPE SHALL BE SET AT LEAST 6 FEET FROM THE TOE IN ORDER TO INCREASE

PONDING VOLUME.

SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE

AREA HAS BEEN PERMANENTLY STABILIZED, AND ANY SEDIMENT STORED BEHIND THE SILT FENCE HAS BEEN REMOVED.

INSPECTION AND MAINTENANCE

SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT STORM (1" IN 24

HR.). ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/3

HEIGHT OF THE FENCE OR 9 INCHES MAXIMUM.

THE REMOVED SEDIMENT SHALL VEGETATE OR OTHERWISE STABILIZED.

Scale: NTS

SILT FENCE

1

FILTER FABRIC

EXTRA STRENGTH

NEEDED MESH

SUPPORT WITHOUT

WIRE

Scale: NTS

FIBER ROLLS

2

v

a

r

i

e

s

S

l

o

p

e

Fiber roll

wood stakes

3/4"X3/4"

8" ∅ min

CONSTRUCTION SPECIFICATIONS

LOCATE FIBER ROLLS ON LEVEL CONTOURS SPACED AS FOLLOWS:

- SLOPE INCLINATION OF 4 :1 (H:V) OR FLATTER: FIBER ROLLS SHOULD BE

PLACED AT A MAXIMUM INTERVAL OF 20 FT.

- SLOPE INCLINATION BETWEEN 4:1 AND 2:1 (H:V) FIBER ROLLS SHOULD BE

PLACED AT A MAXIMUM INTERVAL OF 15 FT. (A CLOSER SPACING IS MORE

EFFECTIVE).

- SLOPE INCLINATION OF 2:1 (H:V) OR GREATER: FIBER ROLLS SHOULD BE

PLACED AT A MAXIMUM INTERVAL OF 10 FT. (A CLOSER SPACING IS MORE

EFFECTIVE).

- TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM

GOING AROUND THE ROLL. STAKE FIBER ROLLS INTO A 2 TO 4 IN. DEEP TRENCH

WITH A WIDTH EQUAL TO THE DIAMETER OF THE FIBER ROLL.

- DRIVE STAKES AT THE END OF EACH FIBER ROLL AND SPACED 4 FT MAXIMUM

ON CENTER.

- USE WOOD STAKES WITH A NOMINAL CLASSIFICATION OF 0.75 BY 0.75 IN. AND

A MINIMUM LENGTH OF 24 IN.

- IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE

OVERLAPPED, NOT ABUTTED. REPAIR OR REPLACE SPLIT, TORN, UNRAVELING

OR SLUMPING FIBER ROLLS.

Rolls

Fiber

m

e

a

s

u

r

e

d

a

l

o

n

g

t

h

e

V

e

r

t

i

c

a

l

s

p

a

c

i

n

g

v

a

r

i

e

s

b

e

t

w

e

e

n

f

a

c

e

o

f

t

h

e

s

l

o

p

e

1

0

'

a

n

d

2

0

'

4

' M

a

x

4

' M

a

x

into a steeper slope

slope where it transitions

Install a fiber roll near

along a level contour

Install fiber roll

4

' M

a

x

Note:

IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE

DEVICE, OR AS AN EROSION CONTROL DEVICE TO

MAINTAIN SHEET FLOWS, SEDIMENT THAT

ACCUMULATES IN THE BMP MUST BE PERIODICALLY

REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS.

SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT

ACCUMULATION REACHES ONE-HALF THE DESIGNATED

SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE

DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND

THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED

DURING THE MAINTENANCE MAY BE INCORPORATED

INTO EARTHWORK ON THE SITE OR DISPOSED AT AN

APPROPRIATE LOCATION.

4

' M

a

x

CONSTRUCTION SPECIFICATIONS

FILTER FABRIC

ATTACH SECURELY

TO UPSTREAM

SIDE OF POST.

WOOD POST

36" HIGH MAX

4"x6" TRENCH

WITH COMPACTED

BACKFILL

10 FT MAX SPACING WITH

WIRE SUPPORT FENCE 6

FT MAX SPACING WITHOUT

WIRE SUPPORT FENCE

SANITARY FACILITY W/

SECONDARY CONTAINMENT

TRAY

CONCRETE/WASTE WASHOUT

C

MATERIALS & EQUIPMENT

STORAGE AREA (INC. HAZMAT)

LEGEND

SILT FENCE

FIBER ROLL

LIMIT OF DISTURBANCE

C

AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
30
AutoCAD SHX Text
40
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
Exp. 6/30/21
AutoCAD SHX Text
No. C 64561
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
R.
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
R
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
S
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
2" min 4" max
AutoCAD SHX Text
12" min
AutoCAD SHX Text
NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED AT AN AREA THAT REMOVED SEDIMENT SHALL BE DEPOSITED AT AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE REPLACED ON SLOPE CONTOURS TO SILT FENCE SHALL BE REPLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
AutoCAD SHX Text
2
AutoCAD SHX Text
BMP2
AutoCAD SHX Text
2
AutoCAD SHX Text
--
AutoCAD SHX Text
1
AutoCAD SHX Text
--
AutoCAD SHX Text
HEAVY BRUSH
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
CRUSHED ROCK
AutoCAD SHX Text
EXISTING HOME
AutoCAD SHX Text
413
AutoCAD SHX Text
414
AutoCAD SHX Text
412
AutoCAD SHX Text
414
Page 5: 12345678910 G - .NET Framework

������������������� ������������ ��������������� ������������������������������� ����

�������������� ��

��� !"#"$%&�'()*�+,-�"()�.)�+ )-%/.0"�'1�21�3%� "#�4'56

���7

�8%#(-"�9�3"**": �"()�3%;"-%*'1�21�3%� "#�.'56<

���=

>?@AB@CBDEF>?DG@A@HFGFA?DIC@J?KJFDAL?F>

�M���� ���������� � ���N��������������O���P ������ �������Q������������ ������������������ ��������� ����Q��������������R��������R��������� ��R�����Q����Q���R�������������������������� �S����M��N���������� ���������T��Q����� ����������P������������� ����U��S��Q����Q����� ����S�� ���M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS�����[\����������M

]M��_�������N��������������O���P ���S��S�������� �������� �S����������_�������Q������T����� ���������_�������Q��������� ���������M��_�������Q������������T�������������S��S�������T����� �������������� ���������������������� ��T������� ���M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS�������������a\����������M

[M��S �����P��� ��������������O���P ���S��S���������������������� b� ��������� ������ ���R� ����� ������ �����������_���������T�������R��Q��������������R��������R��������� ��R�����Q����Q���M��S ��������������� ��������T��c�S������ ���Q��������� ��������� T��M���S ��������T�����������S� �� ��������������� �������� ��� �S�����S��S����M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS�������d������eR����[�������Y\����������M�

YM�f�� ����������������� ����b� S�������P ��������������O�g�������������T����� ���������������� ��������R�Q��������� ���� ��������� ����b� ���R�����������������b� S��������� ��S�����������������Q����������������������M�����������������T��S��P ���������S���������Q������ ��R���T� �����R����������S����� ���S��������������������Q������������T��S��S������ �S������������� ��M�X��� ������������� ��������h��S� �R�����Q��� ���������T����������������� ���Q����P������� T��M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS�����i\����������M�

M������ ������ P���R����� ��������������O�����������R����� ���������������T������cS �������� ��M��N�������S����������cS �����������������������SS��P���T������������R������������T����P�����Q �����������S���� ������� ���������S������������� ����� ��������������������������� ������������������Q���������� �����S���������Q����Q���M����� ����������T��S��P �������������������������Q��������� ��������S����� ����� ����������Q ���������M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS����������������]\����������M�

aM����� �������� �S��������������������������O�N�����������������c�������b� S��������Q���������� ��R����������Q����Q�����������T������� ���� ����� ������������ �������� ������S������� ��������Q����� ����S ��Q�����Q���������������������������������������P��M����S��� T�����P�������������������������P�����������Q����Q���������� ��M����������������������������������T��Q������ �������������� �������Q��M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS���������������a\����������M�

dM��P�������������� ������������O���P������������������� �����������S��������������S�P ����S���� ���R��� ��������������S��P����������������������S����� �������S��S������ �S�� ������Q�����M�gP� ��S�P ��� ������Q�������������������������S�P ���Q������ �� �� ��������������M��V�� ����������Q����� ���������T��P�����������S��S���� �S����M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS��������d�������e\����������M�

eM������ �������� ������N��������������O����S��� ������� ���� �������� �������� ����������������S� ��������������� ������������������ ����P������� ������������ ��M�V��� �� �������� �������� ���������������S��S���������� ���� j��� �������T���S�� j�������������� ����� ���� j��R�Q� ������ ���������_�������Q��������P��M�V������������ ���W���� ������������X ����������R�Y����� � ���ZS��������i������]k\����������M�

iM���� ����h��S� ��N��������������O�l�S��������� �������� � � ����������T�����������Q���������� �����S����R�Q����Q���R���������j�������M��m����� ���������� �����������S� ��Q��������������������T������M���������������� ������������T��S��P ��������������� �������� � � ��M���V������������ ���W���� ������������X ����������R�Y����� � ���ZS������]�\����������M

�kM����S��� ���W��� ��������O�g������������ ��������b� S������������� ����������S��������� �������� � � �������T�� ��S������Q��c��M���T���������������T�� ���� j��������SS��S� ������� � ��������h����������� P������������������ S�������� �� �����R�Q �� ��]Y��������������S��T���T� ��� ���� j��M

>?@AB@CBDFCL>KLADJLA?CLnDAL?F>Doo

pqorstuvswxoyzwx{z|o}~w~�svswx�

�{~��uw�o�{s�swxuzwo�oy|s~wo���oo��xu�uxus�o��~||o�soz{�~wu�sto~wtovs~��{s�ox~�swo~�owsststoxzo�{s�swxoz{ovuwuvu�sox{~��uw�oz�o�zu|ozwxzox�so���|u�o�x{ssxo���xsvqo�o�{~�s|oz{o�{z�{usx~{�ots�u�so�zw�x{��xuzwoswx{~w�s�s�uxou�o{s��u{sto�z{o~||o�uxs�qoy|s~wo��oz�ox{~��stov~xs{u~|o��~||o�so�{z�utsto��ovs~w�oz�o~o�x{ssxo��ss�s{o�{uz{oxzo~wo~��{z~��uw�o{~uwos�swx�oz{o~xo|s~�xozw�so~xox�soswtoz�os~��o�z{�t~�ox�~xov~xs{u~|ou�ox{~��st�oz{�ovz{so�{s��swx|�o~�otsxs{vuwsto��ox�soyz�wx�o�w��s�xz{qo�s�s{oxzo�{z�uzwo�orstuvswxoyzwx{z|o�us|to}~w�~|�o�x�o�tuxuzwo��~�s�o���poxzo�����oz{o|~xs�xq

rxz{vo {~uwo�w|sxo~wtoy~x��o�~�uwo�w|sxo�{zxs�xuzw�o�||ouw|sx�o�ux�uwox�so�u�uwux�oz�ox�so�{z¡s�xo~wto�ux�uwox�so�{z¡s�xo|uvux�o��~||o�so�{zxs�xsto�ux�o�{~�s|o�~��o�|~�sto~{z�wtouw|sx�oz{ozx�s{ouw|sxo�{zxs�xuzwqo�xo|z�~xuzw�o��s{sos��z�sto�zu|�o~{so�{s�swx�o�x~�sto¢�s{o{z|s�oz{o�x~�sto�u|xo�sw�s�o�~wo�so��stqoo�w|sxo¢|xs{�o~{sowzxo~||z�stot�soxzo�|z��uw�o~wto����s��swxo£zztuw�qo�s�s{oxzo�{z�uzwo�orstuvswxoyzwx{z|o�us|to}~w�~|�o�x�o�tuxuzwo��~�s�o���¤oxzo��¥p�oz{o|~xs�xq

rxz{vo¦~xs{o��wz���o§zo�xz{vo�~xs{o{�wz��o��~||o�so~||z�stoxzot{~uwouwoxzox�sos�u�xuw�o~wt�z{o�{z�z�sto�wts{�{z�wto�xz{vot{~uwo���xsvoz{ozx�s{o~�z�so�{z�wto�~xs{�z�{�s�o�wxu|o~��{z�{u~xsos{z�uzwo�zwx{z|ovs~��{s�o~{so��||�ouw�x~||stq

 ��xoyzwx{z|�o��so�zwx{~�xz{o��~||o�{z�utsot��xo�zwx{z|ouwo�{~tsto~{s~�o~�o{s��u{sto��o�{z�utuw�o�sxo����{s��uzwoz{o��svu�~|o�x~�u|u�~xuzwoz�os��z�sto�zu|��o�{z�utuw�o�z{o{~�uto�|s~wo��oz�o�stuvswx�ots�z�uxstozwo�~�sto{z~t��o��{wu��uw�o�zw�x{��xuzwo{z~toswx{~w�s�o~wto�s�u�|so�~��otz�wo~{s~��o~wto|uvuxuw�ox�so~vz�wxoz�o~{s~�otu�x�{�sto��o�|s~{uw�o~wtos~{x�ovz�uw�oz�s{~xuzw�o��o���st�|uw�ox�s�so~�xu�uxus�ouwo��~�s�q

rxz���u|uw��oo���~�~xsto�zu|�o��~||owzxo�so�|~�stouwo�x{ssx�oz{ozwo�~�sto~{s~�qooo�z{{z�o~wtoxsv�z{~{�o�xz���u|s�o��~||o�so�{zxs�xsto�ux�o~��{z�{u~xsos{z�uzwo�zwx{z|ovs~��{s��x~{���o�x{~�o�~|s��o�u|xo�sw�s��os�xq�oxzosw��{so�u|xotzs�owzxo|s~�sox�so�uxsoz{oswxs{ox�so�xz{vot{~uwo���xsvoz{owsu���z{uw�o�~xs{�z�{�sq

qo�{z�uzwoyzwx{z|�oo �{uw�ox�so{~uw�o�s~�zw�o~||otu�x�{�sto~{s~�ov��xouw�|�tso~wos��s�xu�so�zv�uw~xuzwoz�os{z�uzwo~wto�stuvswxo�zwx{z|qoo�xou�o{s��u{stox�~xoxsv�z{~{�os{z�uzwo�zwx{z|ovs~��{s�o~{so~��|ustoxzo~||otu�x�{�sto�zu|o~{s~�o�{uz{oxzo~o{~uwos�swxqoo �{uw�ox�sowzw�{~uw�o�s~�zw�os{z�uzwo�zwx{z|ovs~��{s�ov��xo�so~��|usto���¢�uswxoxzo�zwx{z|o�uwtos{z�uzwo~xox�so�uxsq

�qo�w��s�xuzwo�o}~uwxsw~w�s�o u�x�{�sto~{s~�oz�ox�so�{z¡s�x©�o�uxs�o|z�~xuzw�o��s{so�s�u�|s�oswxs{oz{os�uxox�so�uxs�o~wto~||os{z�uzwo~wto�stuvswxo�zwx{z|�ox�~xo~{soutswxu¢sto~�o�~{xoz�ox�so�{z�uzwoyzwx{z|o�|~w�ov��xo�souw��s�xsto��ox�soyzwx{~�xz{o�s�z{s�ot�{uw��o~wto~�xs{o�xz{vos�swx��o~wto~xo|s~�xo�ss�|�ot�{uw�o�s~�zw~|o�sxo�s{uzt�qo�{z�|svo~{s~�o��~||o�soutswxu¢sto~wto~��{z�{u~xso~ttuxuzw~|o~wt�z{o~|xs{w~xu�so�zwx{z|ovs~��{s�ouv�|svswxstouvvstu~xs|��o�ux�uwo�o�z�{�oz�ox�so�{z�|svo�suw�outswxu¢stqo

�qo�{z¡s�xoyzv�|sxuzw�oo�{uz{oxzo�{z¡s�xo�zv�|sxuzwo~wto�u�wz��o��ox�soyz�wx�o�w��s�xz{�o~||otu�x�{�sto~{s~�o��~||o�so{s�sstst�o�|~wxst�oz{o|~wt��~�stoxzovuwuvu�sox�so�zxswxu~|o�z{os{z�uzwozwox�so���¡s�xo�uxsq

¥qo�xo��~||o�sox�soª�ws{©��yzwx{~�xz{©�o{s��zw�u�u|ux�oxzov~uwx~uwo�zwx{z|oz�ox�soswxu{so�zw�x{��xuzwoz�s{~xuzwo~wtoxzo�ss�ox�soswxu{so�uxsouwo�zv�|u~w�so�ux�ox�sos{z�uzwo�zwx{z|o�|~wq

«qo�{z�uzwo~wto�stuvswxo�zwx{z|o�s�xov~w~�svswxo�{~�xu�s�o��~||o�soz�s{~�|so�s~{o{z�wtoz{o�wxu|o�s�sx~xuzwou�o��||�os�x~�|u��stozwo|~wt��~�sto��{�~�s�q

¬¬¬¬¬¬­®°±²³®µ°¶®· ·¹®º°»¼²±®½³¾±¿¾¶¿»

½ÀÁ¶Â°®ÃÀ¶®¹¶¾µ¼Â»Ä®Å¾Æ¼ÃÀ¶±¼¾®½³À¶ÇȾ³°¶®Éʮ˾±¿ÌÀÀÍήžƼÃÀ¶±¼¾®½³À¶ÇȾ³°¶®ÏÁ¾Æ¼³Ð®·»»À¼¾³¼À±Î®Ñ¾±Á¾¶Ð®ÒÓÓÔÕ®®·Ö¾¼Æ¾ÌÆ°®Ã¶ÀÇ®ÈÈÈÕ¾Ìǵ¾±¿ÌÀÀÍ»ÕÂÀÇÕ

¬­

�"#��×%)-%'1�21�3%� "#��.56

6

�"#��×%)-%'1�21�3%� "#��.56

Ø

Page 6: 12345678910 G - .NET Framework

������������������� ������������ ��������������� ������������������������������� ����

�������������� ��

��� !"# $%&"'&()�"* ��)+�%�&,-�.-"#)�$%("�/012

3��� !"# $%&"'&()�"* ��)+�%�&

,-�.-"#)�$%("�/0124 ��� !"# $%&"'&()�"* ��)+�%�&

,-�.-"#)�$%("�/0125 ,�&+ )�)"6$7�)"8$&$9)!)&�

,-�.-"#)�$%("6803:

";)��)<�%()7"$&="8$�7,-�.-"#)�$%("/,0>

>";)��)<�%()7"$&="8$�7

,-�.-"#)�$%("/,0>? "@%A) "B�((7

,-�.-"#)�$%("�/0?"""1

"/&� $&+)CDE�()�"F% )"6$7G,-�.-"#)�$%("F,0H

"""H

IJKLMNOPJLOQLRSTUMVWOXRYUPJLZUROI[JL\]R[NLO_ OaRZbcJJdeOXRYUPJLZUROI[JL\]R[NLOfKRYU[gOhVVJMUR[UJZeOiRZKRLgOjkklmOOhnRUYRcYNOPLJ\O]]]mMRc\STRZbcJJdVmMJ\m