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50' drainage swale

setback

33'

28'

1

2

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5

4

10

9

8

7

6

11

Existing 60" Ø

Sycamore

Existing 36" Ø Valley Oak

Existing double 15" Ø

Valley Oak

Existing 40" Ø Live Oak

Existing 36" Ø Sycamore

Existing 48" Ø Sycamore

Existing 60" Ø Live Oak

Existing 10" Ø tree

Existing 12" Ø Black Walnut

Existing 30" Ø Sycamore

Existing 30" Ø Sycamore

Existing double 30" Ø Sycamore

Existing double 15" Ø Black Walnut

Existing 30" Ø Sycamore

Existing 30" Ø Sycamore

Existing 30" Ø Sycamore

B

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12'

SCALE: 1"=20'

0

10

20

30

40

30'

Setback

(

2

5

3

)

(252)

(2

5

3

)

(

2

5

2

)

(

2

5

0

)

(

2

5

3

)

(2

5

2

)

(2

5

1

)

(251)

(249)

(

2

5

3

)

(

2

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2

)

(2

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2

)

(251)

(

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(2

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)

(

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3

)

(

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4

)

20'

20'

10'

(N

0°59'29"E

)

(322.51')

(

S

4

3

°

0

0

'

3

6

"

E

)

(

2

3

1

.

9

9

'

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(

N

4

6

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5

9

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2

9

"

E

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(

2

2

4

.

0

4

'

)

48.39'

30'

Setback

30'

Setback

APN 783-05-008

Harper

Doc# 21487423

D

S

D

S

D

S

D

S

D

S

3

%

3

%

6

%

2

.

5

%

(

2

5

2

)

(2

5

2

)

(

2

5

2

)

APN 783-05-007

Harper, Doc# 21487423

APN 783-05-009

Harper, Doc# 21487423

5'

10.67'

55'

10.64'

APN 783-05-025

Dillon, Doc# 18211440

30'

Proposed 1500 gallon

septic tank

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b

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s

(Existing shed

to be removed)

(Existing shed)

(Existing 26" )

(Existing shed)

(Existing wire fence)

(Existing wire fence)

(Existing top of bank)

Driveway approach per

Santa Clara County Roads

and Airports Standard B-4

(Existing dirt road)

Found 3/4" iron pipe, open, leaning

Found 1" iron pipe, open

Proposed

AC driveway

Zone AE Boundary per

FEMA Firm 06085C0619H

P

r

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(R/W)

(R/W)

(

c

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l

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)

(Existing 18" CMP culvert)

(Existing 24" CMP culvert)

(Existing 16" HDPE culvert)

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3,000 gallon water tank

for domestic and fire sprinklers

per CFMO 1 & 5, Max height 12'

Elevation = 253.00'

Wharf hydrant

per CFMO-4

Elevation = 252.60'

Connect to existing 1" water line from

shared well on adjacent property

(Existing gate)

12" Square DI

24" Square JB

24" Square JB

Detention Pipe

6" PVC

with orfice

6" PVC

4" PVC from

downspouts (TYP)

Swale

Swale

G

r

a

d

e

B

r

e

a

k

Install Rip Rap

at outlet

(Existing dirt road

to be abandoned)

(Existing dirt road

to be abandoned)

66 LF 4" SCH 40 PVC

to wharf hydrant per CFMO-4

4" PVC from

downspouts (TYP)

5,000 gallon water tank

dedicated to wharf hydrant

per CFMO 1 & 5, Max height 12'

Elevation = 253.00'

10' proposed R/W

to be dedicated

Existing 36" Ø Valley Oak

152OR

N

I

A

FI

L

A

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152OR

N

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Burchell R

oad

Santa T

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lvd.

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Project Site

(

W

)

(SS)

>

>

>

>

>

>

>

>

>

APN 783-05-007

Harper, Doc# 21487423

APN 783-05-025

Dillon, Doc# 18211440

APN 783-04-026

City of Gilroy, Doc# 3743795

APN 783-05-008

Harper

Doc# 21487423

APN 783-05-024

Hammond

Doc# 22432392

APN 783-05-009

Harper, Doc# 21487423

APN 783-05-031

Harper, Doc# 21487423

APN 783-05-038

Cruz, Doc# 19847165

No

rth

Scale: 1"=200'

400

200

100

500

Found 1" IP

LS 255

Found 1" IP

Open

Found 3/4" IP

Open

Found 3/4" IP

Open

Basis of B

earings

(ex well)

562.39'

to ex well

Uvas - Carnadero

Creek Flowline

(ex water line)

Vicinity Map

Found 3/4" iron pipe, open

Applicant\Owner:

Peter Harper

8155 Burchell Road

Gilroy, CA 95020

408.767.0606

peteharper@yahoo.com

Engineer:

William J. McClintock, RCE 24893

MH Engineering

16075 Vineyard Blvd.

Morgan Hill, CA 95037

408.779.7381

billm@mhengineering.com

Project Information:

APN 783-05-008

Present Use: Vacant

Proposed Use: Residential

Present Zoning: A-20a

Proposed Zoning: A-20a

Sanitary Sewer: Septic Tank System

Gas and Electric: PG&E

Water: Offsite Well on APN 783-05-007

Telephone:

Existing Improvements: As Shown

Area: 0.50 ac

Topo: Field Topo

Basis of Bearings: The bearings shown upon this map are

based on the easterly line of that parcel as described in 2571 OR 277

map thereof recorded in Book 765 of Maps, Page 54, Santa Clara

County Records.

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

record data and boundary monumentation measured to date.

Flood Zone: The property lies wholly in Zone D per FEMA Firm

Panel 0608C0619H, effective May 18, 2009.

Benchmark: Elevations shown on this plan are based on Santa

Clara Valley Water District Benchmark BM549, located at the

northeast corner of Santa Teresa Boulevard, on top of curb. City of

Gilroy. ELEVATION = 238.10'. (NAVD88)

Existing Trees

ID

Description

1

2

3

4

5

6

7

8

9

10

11

Earthwork Quantities

Cut Fill Net Max Cut Max Fill

Residence

22 cy 5 cy 17 cy (cut)

1.00' 0.33'

Driveway 15 cy 15 cy

balanced 1.00' 1.00'

Site Grading 0 cy 17 cy 17 cy (fill)

0.00' 0.50'

Total

37 cy

37 balanced

Impervious Area Summary

Proposed Residence1,875 SF

Proposed Patios

230 SF

Proposed Driveway1,727 SF

Total New Impervious Area3,832 SF

Site Map

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 320

1

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EXP.

No. 24893

REG

IS

T

E

R

E

D

P

R

O

FESS

IO

N

A

L

E

N

G

IN

EER

12-31-2019

FOR PLANCHECK ONLY

FOR PLANCHECK ONLY

signature shall be provided upon approval

10/30/2018 2:21pm

Water Note: A shared well agreement with APN 783-05-007

will be completed. Well location shown on Site Map below.

Note: Fire sprinklers will be installed.