>>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XXXX

X

XXXXX

X

XX

XX

XXX

X

X

X

X

X

X

X

X

X

XX

SCALE: 1"=50'

0

10

20

30

40

100

50

4

8

.0

0

'

4

0

.0

0

'

(

9

5

5

)

(

9

6

5

)

(

9

3

5

)

(9

4

0

)

(945)

(9

5

0

)

(950)

(

9

4

5

)

(9

5

5

)

(9

5

0

)

(9

1

0

)

(915)

(920)

(9

2

5

)

(

9

3

0

)

(9

3

5

)

(940)

(945)

(950)

(955)

(

9

6

0

)

(

9

5

0

)

(

9

5

5

)

(

9

6

0

)

(

9

6

5

)

(

9

7

0

)

(

9

7

0

)

(

9

6

5

)

(

9

5

5

)

(

9

6

0

)

(965)

(9

5

5

)

(960)

(

9

6

0

)

(9

6

0

)

(

9

5

5

)

(965)

(7

40

)

(760)

(7

8

0

)

(8

00

)

(8

2

0

)

(8

4

0

)

(860)

(

8

8

0

)

(

9

0

0

)

(

9

2

0

)

(940)

(

7

2

5

)

(

7

3

0

)

(

7

3

5

)

(745)

(750)

(755)

(765)

(7

7

0

)

(7

7

5

)

(785)

(7

9

0

)

(7

9

5

)

(8

0

5

)

(8

10

)

(8

1

5

)

(

8

2

5

)

(8

3

0

)

(

8

3

5

)

(8

4

5

)

(850)

(8

5

5

)

(8

65

)

(870)

(875)

(

8

8

5

)

(

8

9

0

)

(

8

9

5

)

(

9

0

5

)

(

9

1

0

)

(

9

1

5

)

(

9

2

5

)

(

9

3

0

)

(9

3

5

)

(

7

6

0

)

(

7

8

0

)

(

8

0

0

)

(

8

2

0

)

(

8

4

0

)

(

8

6

0

)

(8

8

0

)

(900)

(920)

(940)

(

9

6

0

)

(

9

6

0

)

(765)

(7

7

0

)

(775)

(

7

8

5

)

(

7

9

0

)

(

7

9

5

)

(

8

0

5

)

(

8

1

0

)

(

8

1

5

)

(

8

2

5

)

(

8

3

0

)

(

8

3

5

)

(

8

4

5

)

(

8

5

0

)

(

8

5

5

)

(

8

6

5

)

(

8

7

0

)

(

8

7

5

)

(8

8

5

)

(8

9

0

)

(8

9

5

)

(9

0

5

)

(9

1

0

)

(915)

(9

2

5

)

(

9

3

0

)

(935)

(945)

(9

50

)

(

9

5

0

)

(950)

(

9

5

5

)

(

9

5

5

)

(

7

6

0

)

(

7

8

0

)

(800)

(820)

(

8

4

0

)

(860)

(880)

(9

0

0

)

(

9

2

0

)

(940)

(

7

5

5

)

(

7

6

5

)

(

7

7

0

)

(

7

7

5

)

(

7

8

5

)

(7

9

0

)

(7

9

5

)

(805)

(810)

(815)

(8

2

5

)

(830)

(

8

3

5

)

(8

4

5

)

(

8

5

0

)

(855)

(865)

(870)

(875)

(8

8

5

)

(8

9

0

)

(

8

9

5

)

(9

0

5

)

(

9

1

0

)

(9

1

5

)

(9

2

5

)

(9

3

0

)

(9

3

5

)

970

970

9

6

5

9

6

5

9

6

5

9

6

5

9

6

5

S

e

e

S

h

e

e

t

3

f

o

r

D

e

t

a

i

l

s

1077.54'

S

53°03'15"E

613.17'

S

53°03'15"E

304.97'

90.00'

202.49'

145.98'

N

36°56'4

5"E

144.25'

S

53°03'15"E

111.39'

S

53°03'15"E

90.00'

S

53°03'15"E

90.00'

S

53°03'15"E

104.99'

100.00'

200.00'

200.00'

200.00'

N

36°56'4

5"E

N

36°56'4

5"E

S

53°03'15"E

100.00'

S

53°03'15"E

100.00'

S

53°03'15"E

11.45'

S

3

1

°

1

5

'1

0

"E

3

6

.1

2

'

S

3

1

°

1

5

'1

0

"E

5

.4

8

'

R=175.00'

A=21°48'05"

L=1032.97'

N45°22'55"E

613.17'

S

53°03'15"E

N45°22'55"E

195.00'

S

53°03'15"E

200.30'

N

36°56'4

5"E

118.21'

S

53°03'15"E

S

53°03'15"E

95.00'

N

36°56'4

5"E

S

53°03'15"E

200.30'

S

53°03'15"E

135.00'

S

52°57'34"E

S

53°03'15"E

90.00'

S

53°03'15"E

S

53°03'15"E

144.25'

N

36°56'4

5"E

90.00'

N

36°56'4

5"E

S

7

5

°

3

3

'

2

8

"

E

2

1

.

9

0

'

125.45'

L=173.99'

A=44°18'18"

R=225.00'

1

5

0

.8

0

'

118.06'

N

36°56'4

5"E

140.01'

S

53°03'15"E

N

36°56'4

5"E

109.98'

S

53°03'15"E

N

36°56'4

5"E

100.00'

S

53°03'15"E

N

36°56'4

5"E

100.00'

S

53°03'15"E

N

36°56'4

5"E

499.98'

S

53°03'15"E

S

53°03'15"E

N

36°56'4

5"E

S

7

5

°

3

3

'

2

8

"

E

174.07'

S

3

1

°

1

5

'1

0

"E

N45°22'55"E

N45°22'24"E

1077.54'

Limit of Work

conform to

existing road

O

a

k

L

e

a

f D

riv

e

(C

ity M

a

in

ta

in

e

d

)

L

a

k

e

v

ie

w

D

riv

e

APN 728-04-003

Chang,Chen & Tsung, Doc#9377966

APN 728-01-001

Valencia, Doc# 11865427

Parcel 1, 639 M 26

17200 Kruse Ranch Ln.

APN 729-06-017

___, Doc#5632922

Lot 43, 300 M 13

17375 Oak Leaf Dr.

APN 729-06-018

____, Doc#15985548

Lot 44, 300 M 13

17380 Oak Leaf Dr.

APN 729-35-043

Cullum, Doc#22135870

Lot 489, 216 M 40

17305 Lakeview Dr.

APN 728-04-002

First, Doc#22791557

15.00 acres

APN 729-35-042

Lee, Doc#19373687

Lot 488, 216 M 40

17311 Lakeview Dr.

APN 729-35-041

Prescott, Doc#19207500

Lot 487, 216 M 40

17321 Lakeview Dr.

APN 729-35-040

Raymond, Doc#14946771

Lot 486, 216 M 40

17331 Lakeview Dr.

APN 729-35-039

Kakalec, Doc#14531827

Lot 485, 216 M 40

17341 Lakeview Dr.

8

3

'

L

i

m

i

t

o

f

W

o

r

k

Limit of Work

Limit of Work

Proposed Detention Pond

S

e

e

S

h

e

e

t 2

fo

r

D

e

ta

ils

Existing Tree

8

6

0

' to

V

a

lle

y V

ie

w

C

t. In

te

rse

ctio

n

Proposed Fire Truck

Turn Around

36' radius

to edge of pavement

42' radius

street dedication

to City of Morgan Hill

extend City water line

& install City std. fire hydrant

install City std.

street light

ex City water

blow off, remove &

extend line to new hydrant

R36'

R42'

Proposed Gate with Fire Access

0

50

0

10

00

20

00

40

00

Scale: 1"=2000'

Vicinity Map

H

i

g

h

w

a

y

1

0

1

D

i

a

n

a

A

v

e

.

E

.

M

a

i

n

A

v

e

.

E

.

D

u

n

n

e

A

v

e

.

H

i

l

l

R

d

.

H

i

l

l

R

d

.

E

.

D

u

n

n

e

A

v

e

.

O

a

k

L

e

a

f

D

r

.

L

a

k

e

v

i

e

w

D

r

.

H

o

l

i

d

a

y

D

r

.

Project Location

Applicant:

Jenny & Kerr First

PO Box 41128

San Jose, CA 95138

408.821.6298

jenny@warmenhoven.org

Owner:

Jenny & Kerr First

PO Box 41128

San Jose, CA 95138

408.821.6298

jenny@warmenhoven.org

Engineer:

Allen Andrade LS7741, RCE 58384

MH Engineering

16075 Vineyard Blvd.

Morgan Hill, CA 95037

408.779.7381

allena@mhengineering.com

Project Information:

APN 728-04-002

Location: northerly terminus of Oak Leaf Drive - Morgan Hill CA

Present Use: Grazing

Proposed Use: Residential/Grazing

Present Zoning: A-20Ac-d1

Proposed Zoning: A-20Ac-d1

Sanitary Sewer: Septic Tank System

Gas and Electric: PG&E

Water: On-Site Well

Telephone: Verizon

Existing Improvements: As Shown

Area: 15.00 ac

Topo: Field Survey

Basis of Bearings: The bearings shown upon this map are based on the

southwesterly line of Tract No. 4196 as found monumented and recorded as South 53° 04'

00" East, on that map thereof recorded in Book 216 of Maps, Pages 39-44, Santa Clara

County Records.

Benchmark: Elevations shown on this plan are based on the top of lid of the

sanitary sewer clean out at the terminus of Oak Leaf Drive. ELEVATION = 963.57 (assumed

NAVD 88±1')

Boundary Note: Property lines shown on this plan are based on record data

and boundary monumentation measured to date. These lines are approximate pending the

completion of a Record of Survey that is in process yet are sufficiently accurate for the

development currently under consideration.

Preliminary Quantities:

Proposed roof areas: 5,692 square feet

Proposed pavement area: 1,370 square feet

Earthwork

Area Cut (cy) Fill (cy) Net (cy)

Building Pad 871 944 73 (fill)

Turnaround 736 0 736 (cut)

Driveway 591 10 581 (cut)

Bioretention 120 61 60 (cut)

Total 2285 1015 1304 (cut)

Max depth of Cut: 4.00'

Max depth of Fill: 1.75'

Area to be graded: 54,036 square feet

Area to be disturbed: 105,076 square feet

Sheet Index

1. Overall Project Plan

2. Site Plan

3. Driveway Plan, Profile, and Sections

2:1 Cut Slope

to Existing Ground

2:1 Fill Slope

to Existing Ground

Typical Driveway Cross Section

2.0

0 %

10"

15'

C:\U

sers\kristian\appdata\local\tem

p\A

cP

ublish_5488\214057 S

ite P

lan.dw

g - 11/09/2015 3:13pm

- P

lotted 11/12/2015 1:45pm

by kristian

>

>

>

>

>

X

X

X

X

X

XX

XXX

X

X

0

50

10

0

20

0

400

Scale: 1"=200'

Site Map

S

e

e

D

e

ta

il S

h

o

w

n

L

e

ft

>

>

>

>

>

>

>

>

(

S

D

)

>

>>

>

>

>

>

>

>

>

>

>

>

>>

>

>

>

>

>

>

>

(974)

(

9

6

5

)

(974)

(960)

(9

6

5

)

(970)

(961)

(962)

(9

6

3

)

(9

6

4

)

(966)

(967)

(968)

(969)

(971)

(972)

(973)

(965)

(

9

7

1

)

(

9

7

2

)

(

9

7

3

)

965

962

963

964

9

7

0

9

6

6

9

6

7

9

6

8

9

6

9

965

966

Proposed

Septic Tank

Proposed Leech Field

See Right for Calculations

Proposed Pool

Proposed Garage

Pad: 965.75'

FF:966.75'

Proposed Structure

Pad : 965.75'

FF: 966.75'

Slab 965.90

Breezeway 965.97

Slab 966.37

Proposed Structure

Pad: 965.75'

FF: 966.75'

0

40

30

20

10

SCALE: 1"=20'

Slab 966.42

Slab 966.08

Slab 966.02

Slab 966.75

(9

6

1

)

B

C

D

B

C

D

A

-

0

.

2

%

-0.2%

-0

.3

%

-

0

.

3

%

9

6

6

966

9

6

6

9

6

1

FL 965.48'

FL 965.71'

FL 965.75'

FL 965.67'

FL 965.51'

FL 965.38'

FL 965.26'

FL 965.12'

FL 965.38'

-0

.2

%

-

0

.

2

%

9

7

0

9

6

6

9

6

7

9

6

8

9

6

9

9

7

1

9

7

2

966

9

6

6

9

6

6

9

6

7

9

6

8

Edge of AB 966.75'

Edge of AB 966.63'

Edge of AB 966.44'

Edge of AB 966.18'

Edge of AB 966.32'

Edge of AB 966.34'

Edge of AB 966.65'

Edge of AB 966.29'

Edge of AB 966.33'

-1

.1

%

-0

.7

%

-

0

.

5

%

0.4%

-

0

.

3

%

-

0

.2

%

FL 965.33'

R20.00'

R50.00'

Edge of AB 969.69'

Edge of AB 968.48'

Edge of AB 966.98'

Edge of AB 965.62'

Edge of AB 965.90'

Edge of AB 967.30'

Edge of A

B 967.14'

Proposed Fire Truck

Turn Around

48.00'

40

.0

0'

-0

.2

%

A

-0

.5

%

-2

.5

%

Pro

po

se

d D

ete

ntio

n P

on

d

FL 963.42'

FL 963.05'

Invert 962.91', 1" Ø

Invert 962.89', 1" Ø

FL 961.69'

1

1

0

.0

0

'

1

0

.0

0

'

TH1

P6

P5

P4

P3

P2

TH2

P1

Percolation Test Location

See Right for Results

PROFILE: A-ASCALE H: 1"=20' SCALE V: 1"=2'

963

964

965

966

967

968

969

970

963

964

965

966

967

968

969

970

0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+71

-

1

9

.

8

%

Building Pad 966.57'

FL 965.75'

Proposed Structure

Pad: 965.75'

FF: 966.75'

Proposed Garage

Pad: 965.75'

FF: 966.75'

Toe 964.75'

Proposed Structure

Pad: 965.75'

FF: 966.75'

Tob 968.25'

PROFILE: B-BSCALE H: 1"=20' SCALE V: 1"=2'

961

962

963

964

965

966

967

968

961

962

963

964

965

966

967

968

0+25 0+50 0+75 1+00 1+25 1+501+50

-

1

7

.

8

%

Proposed Garage

Pad: 965.75'

FF: 966.750'

Toe 963.05'

Bld Pad 965.72'

Edge of AB 966.27'

FL 965.22'

PROFILE: C-CSCALE H: 1"=20' SCALE V: 1"=2'

959

960

961

962

963

964

965

966

967

968

969

970

971

959

960

961

962

963

964

965

966

967

968

969

970

971

0+25 0+50 0+75 1+00 1+25 1+50 1+58

-

1

9

.

6

%

-

2

0

.

0

%

ToB 969.16'

FL 965.49'

Building Pad

Pad: 965.75'

FF: 966.750'

Building Pad 965.97'

Toe 960.93'

PROFILE: D-DSCALE H: 1"=20' SCALE V: 1"=2'

964

965

966

967

968

969

970

971

972

973

964

965

966

967

968

969

970

971

972

973

0+25 0+50 0+75 0+91

-

1

9

.

5

%

ToB 970.73'

FL 965.66'

Proposed Structure

Pad: 965.75'

FF:966.75'

FL 965.66'

ToB 966.16'

Drain Field Sizing

The following information is used to determine the required square

footage and length of the dispersal trench (drain field).

1. Percolation Rate of the soil

2. Waste water application rate

3. Waste water discharge measured in gallons per day (gpd) at

peak flow

4. Inches of rock below the perforated drain pipe and width of

trench

Percolation Rate: 9.46 MPI

Application Rate: 0.8 gpd/ft

2

Depth of rock below pipe: 12 inches

Width of trench: 24 inches

Total gallons of waste water at peak demand: 675 gpd*

*using 6 bed value due to the presence of 6 bathrooms in the

residence

Therefore:

675 gpd ÷ (0.8 gpd/ft² * 4 ft²) = 211 linear feet

C:\U

sers\kristian\appdata\local\tem

p\A

cP

ublish_5488\214057 B

uilding D

etail.dw

g - 10/20/2015 3:11pm

- P

lotted 11/12/2015 1:46pm

by kristian

>

>

>

>

>

>

>

>

>

>

>

>

>

>

>> > > > > > >

>

X

X

X

X

X

X

X

X

X

X

(

9

6

0

)

(

9

7

4

)

(

9

7

4

)

(965)

(9

7

0

)

(963)

(

9

6

4

)

(966)

(9

6

7

)

(9

6

8

)

(9

6

9

)

(9

7

1

)

(9

7

2

)

(9

7

3

)

(

9

6

0

)

(

9

6

5

)

(

9

7

0

)

(

9

5

6

)

(

9

5

7

)

(

9

5

8

)

(

9

5

9

)

(

9

6

1

)(

9

6

2

)

(

9

6

3

)

(

9

6

6

)

(

9

6

7

)

(

9

6

8

)

(

9

6

9

)

(

9

7

1

)

(

9

7

2

)

(9

73

)

(

9

6

0

)

(

9

6

5

)

(959)

(

9

6

1

)

(

9

6

2

)

(

9

6

3

)

(

9

6

4

)

(

9

7

3

)

Proposed Structure

See Sheet 2 for Details

SCALE: 1"=40'

0

10

20

30

40

60

80

100

9

7

0

9

6

69

6

7

9

6

8

9

6

9

9

6

5

S

5

3

°

0

3

'

1

5

"

E

2

0

2

.

4

9

'

1

9

5

.

0

0

'

Proposed Detention Pond

48'

40'

Proposed Fire Truck

Turn Around

1

+

5

0

2

+

0

0

2

+

5

0

3

+

0

0

3

+

5

0

4+

00

4+

50

5+

00

5+

50

6+

00

6

+

5

0

7

+

0

0

7

+

5

0

8

+

0

0

8

+

5

0

8

+

5

0

8

+

0

0

7

+

5

0

7

+

0

0

6

+

5

0

6+

00

5+

50

5+

00

4+

50

4+

00

3

+

5

0

3

+

0

0

2

+

5

0

2

+

0

0

1

+

5

0

Invert 958.38', 6"Ø

Invert 958.70', 6" Ø

P

r

o

p

o

s

e

d

D

e

t

e

n

t

io

n

P

o

n

d

Invert 962.92', 1" Ø

Invert 962.89', 1" Ø

9

7

0

966

967

968

9

6

9

9

7

1

9

7

2

964

9

6

5

9

6

5

964

963

9

6

2

9

6

1

9

6

1

9

6

2

9

6

3

9

6

4

9

6

5

8'

40'

Proposed Turnout

36' radius to

edge of pavement

9

6

6

42' radius, dedication

to City of Morgan Hill

install City std.

fire hydrant

install City std.

street light

e

x

t

e

n

d

C

i

t

y

w

a

t

e

r

l

i

n

e

t

o

n

e

w

h

y

d

r

a

n

t

ex blow off, remove

& extend line to new hydrant

3" AC / 10" AB

Proposed Gate

with Fire Access

>

>

>

>

>

X

X

X

X

X

XX

XXX

X

X

0

50

100

200

400

Scale: 1"=200'

S

e

e

D

e

t

a

i

l

S

h

o

w

n

L

e

f

t

Site Map

1077.54'

S

53°03'15"E

N45°22'55"E 1077.54'

S

53°03'15"E

613.17'

613.17'

N45°22'55"E

Proposed Detention Pond

Proposed Fire Truck

Turn Around

Invert 958.38', 6"Ø

Invert 958.70', 6" Ø

P

r

o

p

o

s

e

d

D

e

t

e

n

t

io

n

P

o

n

d

Invert 962.92', 1" Ø

Invert 962.89', 1" Ø

970

9

6

6

9

6

7

9

6

8

9

6

9

9

7

1

9

7

2

9

6

4

9

6

5

9

6

59

6

4

9

6

3

9

6

2

9

6

1

9

6

1

9

6

2

963

9

6

4

9

6

5

Proposed Turnout

9

6

6

install City std.

fire hydrant

install City std.

street light

ex blow off, remove

& extend line to new hydrant

3" AC / 10" AB

2:1 Cut Slope

to Existing Ground

2:1 Fill Slope

to Existing Ground

Typical Driveway Cross Section

2.0

0 %

10"

15'

Section: 1+50 - DWY New

Scale: 1"=30 H / 1"=5 V

963

964

965

966

967

968

963

964

965

966

967

968

0 10 20 30 40 500-10-20-30-40-50

EP

9

64

.6

2'

33

.5

1' R

EP

9

66

.0

6'

38

.3

4' L

EG 967.74'

41.70' L

EG 964.91'

34.07' R

Section: 2+00 - DWY New

Scale: 1"=30 H / 1"=5 V

964

965

966

967

964

965

966

967

0 10 200-10

EG 965.39'

8.19' R

EG 966.60'

10.01' L

EP

9

65

.0

4'

7.5

0' R

EP

9

65

.3

4'

7.5

0' L

Section: 2+50 - DWY New

Scale: 1"=30 H / 1"=5 V

961

962

963

964

965

966

961

962

963

964

965

966

0 10 200-10

EG 963.21'

8.92' R

EG 964.48'

8.02' L

EP

9

63

.9

2'

7.5

0' R

EP

9

64

.2

2'

7.5

0' L

Section: 3+00 - DWY New

Scale: 1"=30 H / 1"=5 V

960

961

962

963

964

960

961

962

963

964

0 10 200-10

EG 961.73'

9.62' R

EG 963.26'

7.82' L

EP

9

62

.8

0'

7.5

0' R

EP

9

63

.1

0'

7.5

0' L

Section: 3+50 - DWY New

Scale: 1"=30 H / 1"=5 V

959

960

961

962

963

964

959

960

961

962

963

964

0 10 20 300-10

EG 960.86'

9.12' R

EG 962.58'

8.71' L

EP

9

61

.6

7'

7.5

0' R

EP

9

61

.9

7'

7.5

0' L

Section: 4+00 - DWY New

Scale: 1"=30 H / 1"=5 V

958

959

960

961

962

963

958

959

960

961

962

963

0 10 20 30 400-10

EG 960.50'

8.13' R

EG 962.02'

9.32' L

EP

9

60

.8

1'

7.5

0' R

EP

9

61

.1

1'

7.5

0' L

Section: 4+50 - DWY New

Scale: 1"=30 H / 1"=5 V

958

959

960

961

962

963

958

959

960

961

962

963

0 10 20 30 400-10

EG 960.55'

7.98' R

EG 961.86'

9.05' L

EP

9

60

.7

9'

7.5

0' R

EP

9

61

.0

9'

7.5

0' L

Section: 5+00 - DWY New

Scale: 1"=30 H / 1"=5 V

958

959

960

961

962

963

964

958

959

960

961

962

963

964

0 10 20 300-10

EG 960.16'

9.89' R

EP

9

61

.3

5'

7.5

0' R

EP

9

61

.8

0'

14

.8

5' L

Section: 5+50 - DWY New

Scale: 1"=30 H / 1"=5 V

958

959

960

961

962

963

964

958

959

960

961

962

963

964

0 10 200-10

EG 961.44'

8.49' R

EP

9

61

.9

4'

7.5

0' R

EP

9

62

.3

4'

12

.5

1' L

Section: 6+00 - DWY New

Scale: 1"=30 H / 1"=5 V

959

960

961

962

963

964

965

959

960

961

962

963

964

965

0 10 200-10

EG 961.95'

8.71' R

EG 963.45'

8.69' L

EP

9

62

.5

6'

7.5

0' R

EP

9

62

.8

6'

7.5

0' L

Section: 6+50 - DWY New

Scale: 1"=30 H / 1"=5 V

959

960

961

962

963

964

965

959

960

961

962

963

964

965

0 10 20 300-10

EG 962.20'

10.26' R

EG 964.07'

7.87' L

EP

9

63

.5

8'

7.5

0' R

EP

9

63

.8

8'

7.5

0' L

Section: 7+00 - DWY New

Scale: 1"=30 H / 1"=5 V

964

965

966

967

968

964

965

966

967

968

0 100-10-20

Section: 7+50 - DWY New

Scale: 1"=30 H / 1"=5 V

964

965

966

967

968

969

970

971

972

973

964

965

966

967

968

969

970

971

972

973

0 10 20 30 40 50 600-10-20-30-40-50-60-70

Section: 8+00 - DWY New

Scale: 1"=30 H / 1"=5 V

965

966

967

968

969

970

971

972

973

965

966

967

968

969

970

971

972

973

0 10 20 30 40 50 600-10-20-30-40-50-60-70

Section: 8+50 - DWY New

Scale: 1"=30 H / 1"=5 V

962

963

964

965

966

967

968

969

970

971

962

963

964

965

966

967

968

969

970

971

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100

Section: 9+00 - DWY New

Scale: 1"=30 H / 1"=5 V

963

964

965

966

967

968

969

963

964

965

966

967

968

969

0 10 20 30 40 50 60 70 80 90 100 110 1200-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

Section: 9+50 - DWY New

Scale: 1"=30 H / 1"=5 V

963

964

965

966

967

963

964

965

966

967

0 10 20 30 40 50 60 70 80 90 1000-10-20-30-40-50-60-70-80-90-100

-3

.6

5

%

-2.0

0%

-2.0

0%

-2.0

0%

-2.0

0%

-2.00%

-2.0

0%

-2.0

0%

-2.00%

-2.00%

-2.0

0%

-2.45%

-4

.2

3

%

-3

.3

2

%

-4

.1

6

%

-1.6

4%

-3

.1

3

%

-0.51%

-0.19%

EP

965.46'

-8.15'

945.40'

EG 966.94'

-15.05'

EP

964.89'

7.49'

EG 965.00'

8.05'

EG

970.34'

-76.80'

EP 966.39'

-4.25'

EP 966.34'

4.25'

EP

966.33'

33.51'

EP

966.42'

82.76'

EG

964.67'

95.42'

EG

971.85'

-61.42'

EP

968.04'

-41.85'

EG

971.98'

-59.78'

EP

968.92'

-44.56'

EG

964.18'

-85.70'

EP

966.07'

-68.75'

EG

968.18'

-130.54'

FL 965.75'

-118.24'

Pad 966.55'

100.60'

Proposed

Structure

Pad: 965.75'

FF: 966.750'

Proposed

Structure

Pad: 965.75'

FF: 966.750'

Proposed

Garage

Pad: 965.75'

FF: 966.750'

EP

965.95'

46.01'

EP

965.51'

41.85'

EP

965.74'

58.05'

EG

963.41'

83.65'

Pad 964.73'

109.40'

1+50

2+00 3+00

4+00

5+00

6+00

7+00

8+00

9+002+00 3+00

4+00

5+00

6+00

7+00

8+00

1+50

9+00

2+50 3+50

5+50

6+502+50 3+50

5+50

6+50

8+50

9+50

4+50 4+50 7+50 7+50

8+50

9+50

FL 963.22'

112.41'

-2.0

0%

FL 958.67'

Top 960.38'

EG 958.61'

FL 964.41'

FL 961.65'

FL 960.19'

FL 959.43'

Top 960.38'

EG 959.42'

FL 958.650'

Top 960.38'

EG 959.212'

FL 958.77'

Top 960.380'

EG 959.56'

FL 958.89'

Top 960.38'

EG 960.08'

FL 959.02'

FL 959.16'

Pond Bot. 962.99'

Pond Top 964.76'

3" AC

10" aggregate base

PROFILE: DWY NewSCALE H: 1"=40' SCALE V: 1"=4'

957

958

959

960

961

962

963

964

965

966

967

968

969

970

957

958

959

960

961

962

963

964

965

966

967

968

969

970

0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+0010+06

BV

C 1

+0

3.2

2

CL

9

63

.7

5

EV

C 2

+0

3.2

2

CL

9

65

.1

2

HP

1

+7

2.1

8

CL

9

65

.4

7

PV

I 1

+5

3.2

2

CL

9

66

.2

5

BV

C 3

+6

0.6

6

CL

9

61

.5

8

EV

C 4

+6

0.6

6

CL

9

61

.0

4

LP

4

+2

6.4

4

CL

9

60

.8

4

PV

I 4

+1

0.6

6

PI 9

60

.4

6

BV

C 5

+8

1.6

6

CL

9

62

.4

6

EV

C 6

+8

1.6

6

CL

9

64

.6

4

PV

I 6

+3

1.6

6

PI 9

63

.0

4

BV

C 1

+0

3.2

2

CL

9

63

.7

5

EV

C 2

+0

3.2

2

CL

9

65

.1

2

HP

1

+7

2.1

8

CL

9

65

.4

7

PV

I 1

+5

3.2

2

CL

9

66

.2

5

BV

C 3

+6

0.6

6

CL

9

61

.5

8

EV

C 4

+6

0.6

6

CL

9

61

.0

4

LP

4

+2

6.4

4

CL

9

60

.8

4

PV

I 4

+1

0.6

6

PI 9

60

.4

6

BV

C 5

+8

1.6

6

CL

9

62

.4

6

EV

C 6

+8

1.6

6

CL

9

64

.6

4

PV

I 6

+3

1.6

6

PI 9

63

.0

4

5

.

0

0

%

-2

.2

5

%

-

2

.7

9

%

1.1

7%

2

.9

%

2

.1

%

4

.

9

%

2

.0

%

0.2%

2

.1

%

0.0%

-1.4%

-

2

0

.

0

%

Bu

ild

in

g P

ad

8

+7

4.1

3

96

6.7

50

Bu

ild

in

g P

ad

9

+1

4.3

8

96

6.7

50

FL 9+62.33

965.391

EG 9+85.17

961.724

ToB 9+64.33

965.891

C:\U

sers\kristian\appdata\local\tem

p\A

cP

ublish_5488\214057 D

rivew

ay P

lan and P

rofile.dw

g - 11/09/2015 3:31pm

- P

lotted 11/12/2015 1:47pm

by kristian