APN 779-04-075

Royal Oaks Enterprises, Inc.

S51°

41'1

8"E

211.

15'

S32°35'13"W93.02'

S57°24'47"E30.00'

N32°35'13"E 477.58' N39°47'10"E

396.34'

N48°18'53"E53.98'

N40°20'08"E150.92'

N84°19'32"E57.86'

S51°

40'4

5"E

232.

13'

N38°20'51"E

1,205.10'

10' P.S

.E.

10'P.S.E.

Cal

le S

ueno

Watsonville Road

Mon

tere

y

Roa

d

55'55'

55'

60'55'

30'25'

55'

30'23'

(S40°20'08"W)

(245.03')

(R= 5,000.00')

(Δ = 7°44'55")(L = 676.20')(Basis of Bearings N32°35'13"E)

(E) 10' S.D.E. & P.U

.E.

Proposed Public StreetDedication

(E) Public Right of Way

(E) Public Right of Way

(E) Public Right of Way

Llag

as C

reek

Llagas Creek

Doc. No. 13146185

(E) Public Right of Way

Via

Nar

etto

Parcel One3.70 Ac (Net)

4.03 Ac (Gross)

Parcel Two3.45 Ac (Net)

3.61 Ac (Gross)

26'E.V.A.E.& P.S.E.

26'E.V.A.E.

&P.S.E.

26'E.V.A.E.& P.S.E.

26'E.V.A.E.& P.S.E.

26'E.V.A.E.& P.S.E.

S51°

39'0

9"E

272.

38'

(R= 4,945.00')(Δ = 3°34'06")(L = 307.96')

(R= 4,945.00')(Δ = 4°10'49")(L = 360.80')

N40°20'08"E157.62'

Proposed Public StreetDedication

S32°35'13"W254.72'

N38°20'51"E652.52'

N38°20'51"E552.58'

Watsonville Road

North

7.64 ac (Gross)

26'E.V.A.E.

&P.S.E.

10' P.S

.E.

Crossings on Watsonville Road Tentative-Parcel Map

NOTES:

779-04-075VACANTRESIDENTIALMU-FMU-FCITY OF MORGAN HILLPG&ECITY OF MORGAN HILLVERIZONAS SHOWNMIXED USE FLEX (7-24 DU/AC)

ASSESSOR'S PARCEL NO:PRESENT USE:PROPOSED USE:PRESENT ZONING:PROPOSED ZONING:SANITARY SEWER:GAS and ELECTRIC:WATER:TELEPHONE:EXISTING IMPROVEMENTS:GENERAL PLAN:

LEGEND

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

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

0

Sheet

ofDATE: DRAWN: CHECKED:

16075 Vineyard Boulevard Morgan Hill, CA 95037

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22003461

10/20 MM HS

EMERGENCY VEHICLE ACCESS EASEMENT

PUBLIC SERVICE EASEMENT

E.V.A.E.

P.S.E.

50 100403020100

SCALE: 1"=50'L

ICEN

SED LAND SURVEYORHAR I NDER S I NGLA

STATE OF CA L I FORN I A

No. 8347

Signature shall be provided upon approval

Calle

Sue

no

Watsonville Road

55'55'

60'55'

30'25'

55'

30'

23'

Parcel Two3.45 Ac (Net)

3.61 Ac (Gross)

(E) 10"Ø waterline

(E) 10"Ø waterline

(E) 8

"Ø w

ater

line

6

7

4

3

9

5

2

321.02(3) 4" rw

320.55

10" rw

320.8818" bwal321.30

15" bwal

320.74

12" rw320

.52

8" rw

321.04

8" rw

321.40

15" lo321.07

8" rw

321.08

6" rw

321.5712" lo

321.56

(2) 12

" lo

321.67

10" lo

321.89

4" rw 321.79

4" lo321

.97

18" lo

322.04

8" rw

322.78

8" rw

322.96

10" rw

322.96

8" rw

319.7115" wil

319.36

wv

319.3636" euc

319.70(2) 24" euc

319.3836" euc

319.72water tank

322.80gate

323.16

3" rw

323.2410" rw

323.1710" rw

323.868" rw

322.74(4) 6" bwal

323.2010" bwal

320.9872" euc

320.1712"-8"-4" lo

320.116" lo

319.79

8" lo

319.55Sump 12'x12'

320.16

twin 10",

14" lo

319.77

12" lo

319.74twin 6",8" lo

320.05

6" lo319

.80

10" lo

319.76

8" lo

319.888" lo

319.77

twin 12"

lo

319.99twin 12" lo

319.65

10" lo

319.69

12" lo

319.466" bwal

319.638" lo

319.36

4" rdw

d

319.676" rdwd

319.60

6" rdw

d

320.23

8" rdw

d

APN 779-04-075

Royal Oaks Enterprises, Inc.Doc. No. 13146185

Parcel One3.70 Ac (Net)

4.03 Ac (Gross)

7.64 ac (Gross)

>>

>>

>>

>> >

>>

>>

> >>

>>

(w)

(w)

(ss)(ss)

(ss)(ss)

(ss)

(ss)

(ss)

(sd)

(sd)

(sd)

(sd)(sd)

(sd)(sd)

(ss)

(sd)

(sd)(sd)

(sd)

(w)(w)

(w)

(w)(w)

(w)(w)

(w)(w)

(sd)(sd)

(ss)

(sd)(g)

(g)

(g)(g)

(g)(g)

(g)(g)

(g)(g)

(g)(g)

(g)(g)

(ss)(ss)

(ss)(ss)

(ss)(ss)

(ss)

(w)(w)

(w)(w)

(sd)

(oh)(e)

(oh)

(e)(oh)

(e)(oh)

(e) (oh) (e)

(w)

320.12pp319.68

guy

319.56jp

319.70wm

321.49jp

320.54bollard

321.09slb

321.17slb

320.07gate

(E) 24"Ø SD @ S=0.50%

(E) 15"Ø SS @ S=0.30% )

3

3

33

33

3

3

33

3

3

3 3

33

3

3

3

3

3

3

2

2

2

2 2

2

5

5

5

5

8

Proposed Right of WayProposed 10' P.S.E.

ExistingPavement

Backfill(E) Basin

(321

)

(322)(3

23)(323)

(324

)

(322)

(323)

(324)

(324)

(320)

(320)

(320)

(320)

(322)

(320)(323)

(322

)

(320)

(319

)

(324

)

(324

)

(324)

(320

)

(321)

(320)

(320)

(320)

(320)

(320)(318)

(321)

(321)

(319)(320) (319)

11

1

1

1

1

1

All slabs, pavement, buildings, sheds and other related structures located on 'Parcel One'are to be demolished with a separate Permit to allow for imported soil backfill for theproposed development in area of mitigated flood plain.All existing perimeter fencing and gates to be removed on 'Parcel One'.All trees within Watsonville Road right of way are to removed as part of the roadwidening, see Offsite Improvement Plans. Other remaining trees over 'Parcel One' are toremoved per tree schedule on this sheet.Existing Transformer to be relocated per Dry Utility Plans.Existing overhead transmission line to be undergrounded and all affected utility poles tobe removed and/or relocated per Dry Utility Plans.Remove existing service pole and guy wire per Dry Utility Plans.Approximate location existing gas lateral, status to be determined with street widening.Remove existing irrigation water service and back flow preventor per City standard.Remove existing water tank and sump.

Onsite Demolition Notes:

2

3

5

1

4

6

7

9

8

SANITARY SEWER MANHOLE (S-4)

STORM DRAIN MANHOLE (SD-1)SLOPE

SECTION - DETAIL

MONUMENT, TYPE AS SHOWN

BENCH MARK

STREET BARRICADE (A-32)

WATER MAINSANITARY SEWERSTORM DRAIN

FENCE, TYPE AS SHOWN

DRIVEWAY APPROACH (A-8 & 9)

CURB AND GUTTER

DROP INLET (SD-4)

CURB INLET (SD-5)

SWALE

REVISION

W

GAS

(T)

(E)

(G)

TELEPHONEELECTRIC

(W)

(SS)

(SD)

DESCRIPTION (City Std Detail#)

CENTER LINEPROPERTY LINE

LEGENDPROPOSED EXISTING

SHEET NO.

BEG. VERTICAL CURVEBVCMAXIMUMMAX.

PRIVATE STORM DRAIN EASEMENTPUBLIC SERVICE EASEMENTPROPERTY LINEPULL BOX

REINFORCED CONCRETE PIPE

STORM DRAIN MANHOLESANITARY SEWER MANHOLE

SIDEWALKTEMPORARY BENCH MARKTOP OF CURB

WATER METERWATER VALVE

RIGHT OF WAY

STANDARD

POINT OF VERTICAL INTERSECTION

NATURAL GROUND

EP EDGE OF PAVEMENT SW

END VERTICAL CURVE

FIRE HYDRANTFLOW LINEGRADE BREAK

FINISH GRADEFINISH FLOOR

END OF RETURN

GB

FHFG

FL

EVCEX, EXST.FF

ER

EXISTING

WMWV

TYP. TYPICAL

TCTBM

END OF CURVEDRIVEWAYDUCTILE IRON PIPE

EXISTING GRADEELECTROLIER

DROP INLETCLEAN OUTCORRUGATED METAL PIPECENTERLINE OF DRIVEWAYCENTERLINECURB INLETCATCH BASINBACK OF SIDEWALK

CL D/W

DID.I.P.

ECEGELCT

DWY

CMPCO

CBCI

BW

SSMHSTD.

SDMHR/W

P.S.E.P.S.D.E.

RCPPVI

MIN.

PBNG

MINIMUM

HIGH POINTGATE VALVE

LOW POINTJOINT POLE

ASPHALT CONCRETEBEGINNING OF CURVE

BUILDING

BC

BLDG

ABBREVIATIONS:AC

INV.

LPJP

INVERT

GVHP

X X X X X

SD

SS

LCLP

(A-31)

(2.1%)2.2%

D15

SD

SS (SS)

(SD)

BASE FLOOD ELEVATIONBFE

> >

E

S

W

E

STORM JUNCTION BOX

SANITARY SEWER LATERAL (S-2) SEWER CLEAN OUT (S-1)

WATER SERVICE (W-1)

FIRE HYDRANT (W-14)

BLOW OFF VALVE (W-20)

WATER GATE VALVE (W-12)ELECTRICAL SERVICE

PUBLIC STREET LIGHT (E-3)

PRIVATE STREET LIGHT

S

(W)

(E)

HANDICAP RAMP (A-1 & A-5)

North

605040302010

SCALE: 1"=30'

0

TOP OF WALLTW

BOTTOM OF WALLBWTOP OF BANKTOB

(2) 12" Live Oak9

13121110

87654321

8" Live Oak12" Live Oak6" Black Walnut10" Live Oak

(2) 12" Live Oak8" Live Oak10" Live Oak(2) 6" Live Oak8" Live Oak6" Live Oak12" Live Oak(3) 4" Redwood

161514

8" Redwood6" Redwood4" Redwood

29282726252423222120191817

10" Live Oak(2) 12" Live Oak12" Live Oak6" Redwood8" Redwood15" Live Oak8" Redwood8" Redwood8" Redwood12" Redwood15" Black Walnut18" Black Walnut10" Redwood

34333231 30

10" Redwood8" Redwood8" Redwood18" Live Oak4" Live Oak

35 8" Redwood

Tree TypeNo.

Tree Removal Schedulewithin public right of way:

54321

10" Walnut(3) 10" Redwood

72" EucalyptusTree TypeNo.

within private property onParcel One:

(2) 36" Eucalyptus(2) 24" Eucalyptus

6 (4) 6" Walnut

CITY FILE NO.

PLAN SET:

DRAWING:

REVISIONS

DESCRIPTIONNO. DATE BY

Public Works DepartmentCity of Morgan Hill

ITY OF ORGAN ILLC M H 17575 PEAK AVE. MORGAN HILL, CA 95037(408) 776-6480 FAX (408) 779-7236 CALIFORNIAMORGAN HILL

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a

WORK ACCEPTED: INSPECTOR: SUPERVISED BY:

DATESIGNATURE

DRAWN:

CHECKED:

APPROVED:

DESIGN:

DATE:

HOR.

VERT.

JOB NO.DATE:BY: DATE:16075 VINEYARD BOULEVARD MORGAN HILL, CA 95037

(408) 779-7381 FAX: (408) 226-5712

SUBDIVISIONS - LAND PLANNING - LAND SURVEYS

Xre

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4 LO

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New

; 220

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Crossings on Watsonville RoadSite Topo Map & Demolition Plan

2of 6

10/2020

MM HS 1"=30'

NA

220034

HAR I NDER S I NGLA

STATE OF CA L I FORN I A

C49717

REG I

STER

ED PROFESS IONAL ENGINEER

BENCHMARK:BENCHMARK DESCRIPTION: SANTA CLARA VALLEY WATER DISTRICT BENCHMARK 'BM004",A BRASS DISK NEAR THE SOUTH CORNER OF WATSONVILLE ROAD AND MONTEREY ROAD,SET IN CONCRETE HEADWALL FOR BOX CULVERT UNDER MONTEREY ROAD, ON THESOUTHWEST SIDE OF MONTEREY ROAD, 150 FEET SOUTHEAST OF THE CENTERLINE OFWATSONVILLE ROAD, ELEVATION(NAVD88) = 319.12 FEET.

18'

SDSD

SDSD

SDSD

SDSD

SDSD

SD

SD

SD

>>

>>

>>

>

SD SD SD

>>

>

>

>>

>>

>>

>>

SD

SDSD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

> > >

>

> >

(320)

(320)

(320)

(321)

(322)

(323)

(323)

(324)

(324)

(324)

(321)

(322)

(320)

(320)

(322)

(323)

(324)

(324)

(322)

(320)

(323

)

Calle

Sue

no

Watsonville Road

55'55'

60'55'

30'25'

55'

30'

23'

Royal Oaks Enterprises, Inc.Doc. No. 131461857.64 ac (Gross)APN 779-04-075

(322

)

(319

)

(319

)

(323)

(320)

(sd)

(sd)

(sd)

(sd)(sd)

(sd)(sd)

(sd)

(sd)(sd)

(sd)

(sd)(sd)

(sd)(sd)

(sd)

(sd)

-0.68%-0.68%

-0.68%

-0.68%

-0.20%

1.25

%1.

4%

2.0%

FG324.00

3.58

%

FG324.002%

FG324.001%

1%

2.25

%

2%1.6%

4.1%2%

-1.76%

-2%

1.93

%

0.35

%

Lp322.09

1.42%

2.6%

2.2%

1.12%

1.8%

1.8%

2.5%

bow320.45

tob321.75

tob32

1.75

tob322.75bottom 321.75

tob323.00tob320.70

bottom 319.70 tob320.70bottom 319.70

tob3

22.7

botto

m 3

21.5

botto

m 3

21.5

tob3

23.0

botto

m 3

21.0

tob321.50bottom 320.50

tob322.00 tob320.70

(bw322.20)

tw322.5 tw321.5 tw321.5tw324.0 tw323.5/tw323.0tw322.0

tw323.0

bottom 320.75

fg323.80

bottom 321.00

MO

FG32

3.36

MOFG323.36

MOFG323.36

fg32

3.30

tob3

22.5

fg323.30

fg323.30

fg323.80

bottom 320.75 fg32

3.30

fg32

3.80

(bw322.20)tw324.3

(bw322.20)tw324.3

fg323

.30

fg323.80

S1/05

S1/05

S2/05

S2/05

S4/05

S4/05

S3/05

S3/05

(324.10) (323.78)(322.72) (322.19) (321.07) (319.77) (319.56) (319.61)tw321.5

(323.94)

(319.96)

(320.31)

(320.09)

(bw321.00) (bw321.00)(bw321.00) (bw321.00)

(bw322.7)

(bw322.7)tw323.0

tw322.0

Tc321.23

Tc321.58

Tc322.10Tc322.33

Tc322.88Tc323.18

Tc323.47

Tc323.34Tc323.34

Tc323.21

Tc322.87

Tc323.03Tc322.67

Tc321.53Tc321.20

Tc323.49 Tc323.14

Tc323.15

Tc323.52Tc323.34Tc323.32Tc323.54Tc323.91

Tc323.56

HPTc322.99

Tc324.09Tc324.41

Tc324.57

Tc323.76Tc324.28

Tc324.11

Tc323.96

Tc323.90

Tc323.71

Tc323.67

Tc323.54

Tc322.55Tc322.78Tc323.17

Tc323.18

Tc321.84Tc321.81Tc322.01 Tc321.57 Tc321.57 Tc321.57

Tc321.57

Tc321.57

Tc321.57

Tc321.57

Tc321.93 Tc321.85

Tc321.50

Tc322.44

Tc322.00Tc322.00

Tc322.00

Tc322.39 Tc322.46

Tc322.35

Tc322.61

Tc322.35

Tc321.99Tc322.31Tc322.31

Tc322.40 Tc322.00

Tc322.62Tc322.67

Tc323.62

Tc323.85

GBTc323.50

Tc322.77

LPTc321.91Tc322.67

Tc323.05Tc323.37

Tc323.83

Tc322.45 Tc322.45 Tc322.44

Tc322.00

Tc321.92Tc321.93Tc322.19Tc322.90 Tc321.93

Fg322.01 Fg321.69 Fg321.69Fg3

21.95

Fg322.32

Fg322.26

HPFg322.40Fg322.03

Fg322.81

Fg323.10

Fg323

.45

Fg323.22

Fg32

3.35

Fg32

3.52

Fg32

3.02

Fg322.97

Fg322.88 Fg322.74 Fg321.34

Fg320.63

Fl320.50

Fl322.15

Fl320.64

Fg322.79

Fg322.40

Fg32

3.10

Fg320.88

Tc321.99

GBTc321.11

Tc321.05

Tc320.72

HPTc320.79

Tc322.31LPTc321.00

LPTc320.69

GBTc320.62

Tc320.25

bow320.89

bow321.28

bow322.13

Fg32

3.85Fg

323.8

9 Fg323.78 Fg32

3.72

Fg32

3.88

-3.1

%-2

.0%

Tc323.11 Tc322.91

Tc323.17

-2.0

%

-2.4

%

-2.2

%

2.0%

-2.0

%

-1.9

%

-1.8%

-1.8%

-2.0%

-2.0%

-2.0%

-2.0%

-1.9%

Fg32

3.44

Fg32

3.69

Fg32

3.98

-1.9% -1.7%

-1.8%

-1.8%

-2.0% -2.0% -2.0%

-1.7%

-2.0

%

-2.0

%

-2.3

%

-2.5

%

-2.0

%-2

.0%

-2.0

%

-2.5

%-2

.0%

-2.0

%-2

.0%

-2.0

%-2

.0%

-2.0

%

-2.0

%-2

.0%

-2.0

%

-2.2

%2.

3%

-2.0

%

-2.0

%

-1.8

%

-1.5%

-1.6

%

-2.0%

-2.2%

-2.2%

-2.0%

-2.0%-2.0%

322322

322

322

322

322322

322

321321

323

323

323

322

322

321

323

323

323

324

322321

324

321

323

322

323324

323

323

324

323322

323

322321

321 322 323

323

321

321

324

324

321

321

321

321

321

321321

-2.1

%

-2.0

%-4

.1%

-2.0

%

-2.0

%

Parcel One3.70 Ac (Net)

4.03 Ac (Gross)

Parcel Two3.45 Ac (Net)

3.61 Ac (Gross)

BFE323.02 (XS 282.5)Pad 323.70FF324.53

Building A

Building B

Building B

Club House

BFE323.02 (XS 284.5)Pad 323.20FF324.03

BFE323.02 (XS 284.5)Pad 323.20FF324.03

BFE323.02 (XS 282.5)Pad 323.20FF324.03

BFE323.02 (XS 284.5)Pad 323.20FF324.03

DMA-10.50ac

DMA-23.71ac

Retaining Wall in CutHeight Varies(12"-30")

End Wall

Begin Wall

End Wall

Begin Wall

Retaining Wall in CutHeight Varies

(12"-30")

(323.95)

(324.15)

Retaining Wall in FillHeight Varies(12"-30")

Retaining Wall in FillHeight Varies(12"-30")

323

324

Fg323.45

Fg323.44

Fg323.62Fg324.05

Fg323.94

tob321.50bot320.50

Fl320.1824'

18'

8' bow323.07bow323.24Tc323.51

18'

Future 18' wide Maintenance Road

by Valley Water

8 wide Bike Path Connectionto Future Multi-Use Trail along the Food Channel

24' Wide EVApaved with Grass CreteSee Landscape Plansfor Details

24'

Appr

oxim

ate

Loca

tion

(E) F

lood

Chan

nel

North

605040302010

SCALE: 1"=30'0

CITY FILE NO.

PLAN SET:

DRAWING:

REVISIONS

DESCRIPTIONNO. DATE BY

Public Works DepartmentCity of Morgan Hill

ITY OF ORGAN ILLC M H 17575 PEAK AVE. MORGAN HILL, CA 95037(408) 776-6480 FAX (408) 779-7236 CALIFORNIAMORGAN HILL

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lotte

d 10

/5/2

020

3:16

PM

by

Har

inde

r Sin

gla

WORK ACCEPTED: INSPECTOR: SUPERVISED BY:

DATESIGNATURE

DRAWN:

CHECKED:

APPROVED:

DESIGN:

DATE:

HOR.

VERT.

JOB NO.DATE:BY: DATE:16075 VINEYARD BOULEVARD MORGAN HILL, CA 95037

(408) 779-7381 FAX: (408) 226-5712

SUBDIVISIONS - LAND PLANNING - LAND SURVEYS

Xre

fs: 2

2003

4 H

atch

New

; 220

034

LO N

ew; 2

2003

4 LO

Exi

stin

g-M

ap L

ayer

s; 2

2003

4 LO

Exi

stin

g-To

po la

yers

; Arc

h S

ite 8

-13-

20-M

H; x

2001

48_C

lubh

ouse

; x20

0148

_BA

1; x

2001

48_B

B1;

X00

000_

S1;

x20

0148

_P1-

1; x

2001

48_P

2-1;

x20

0148

_P3-

1; L

ands

cape

Bas

e 8-

26-2

0-M

H

Crossings on Watsonville RoadGrading and Drainage Plan

3of 6

10/2020

MM HS 1"=30'

NA

220034

HAR I NDER S I NGLA

STATE OF CA L I FORN I A

C49717

REG I

STER

ED PROFESS IONAL ENGINEER

Scale none

24"

0.50

"

PAVINGLC

13' 13'

Pavement Section to be adjustedprior to base rock placement per final'R' values obtained by the Geotech

A

TI = 5R = 20

A

# 4 BARS@ 9" O.C.

24"

6" PCC OVER6" CL II AGG BASE

Detail-Typical PCC Valley Gutter

PCC Valley Gutter 4" AC on 7.5" CLII AB

Detail - Private Access off Watsonville RoadScale none

LC

2% max 2% max1.8% to 2.5% 1.8% to 2.5%Varies Varies

26' E.V.A.E & P.S.E.

LC

13' 13'

TI = 5R = 20

A4" AC on 7.5" CLII AB

26' E.V.A.E & P.S.E.

Detail-Typical Private Access All other locationsScale none

18' Parking Stall 18' Parking Stall

1.8% to 2.5%Varies

1.8% to 2.5%Varies

18' Parking Stall 18' Parking Stall

4,438

2,000

9,367

(w/ 10% compaction)

1,827Access Drive, Parking & Site Grading

Cut (yd) fill (yd)

Net volume

Trench spoils (wet & dry)

Description

9,367

Strippings Loss (1" depth) Typically Absorbed Onsite

311Bio-retention basin excavation for backfill with soil media and drain rock

300 Finish grading

4,929Import of Material

incl. bio-retention basin excavation

Preliminary Earthwork Summary ONSITE:

18'

SDSD

SDSD

SDSD

SDSD

SDSD

SD

SD>

>>

>>

>>

SD SD SD

>>

>

>

>>

>>

>>

>>

SD

SDSD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

> > >

>

> >

(320)

(320)

(320)

(321)

(322)

(323)

(323)

(324)

(324)

(324)

(321)

(322)

(320)

(320)

(320)

(322)

(323)

(324)

(324)

(322

)

(320)

(323

)

Calle

Sue

no

Watsonville Road

55'55'

60'55'

30'25'

55'

30'

23'

(322

)

(319

)

(319

)

(323)

(320)

(sd)

(sd)

(sd)

(sd)(sd)

(sd)(sd)

(sd)

(sd)(sd)

(sd)

(sd)(sd)

(sd)

(sd)

-0.68%

-0.68%

-0.68%

-0.68%

-0.20%

FG324.00

-1.76%

-2%

1.93

%

0.35

%

Lp322.09

2.6%

2.2%

bow320.51

HWS321.75

HWS32

1.75

HWS322.75bottom 321.75

HWS323.00HWS320.70

bottom 319.70 HWS320.70bottom 319.70

HW

S32

2.7

botto

m 3

21.5

botto

m 3

21.5

HW

S32

3.00

botto

m 3

21.0

bottom 320.75

fg323.80

bottom 321.00

MO

FG32

3.36

MOFG323.36

fg32

3.30

HW

S32

2.7

fg323.30

fg323.80

bottom 320.75 fg32

3.30

fg32

3.80

fg323

.30

fg323.80

-3.1

%-2

.0%

-2.0

%

-2.4

%

-2.2

%

2.0%

-2.0

%

-1.9

%

-1.8%

-1.8%

-2.0%

-2.0%

-2.0%

-1.8%

-2.0% -2.0%

-1.7%

-2.0

%

-2.0

%

-2.3

%

-2.5

%

-2.0

%-2

.0%

-2.5

%-2

.0%

-2.0

%

-2.0

%-2

.0%

-2.0

%-2

.0%

-2.2

%2.

3%

-2.0

%

-2.0

%

-1.8

%

-1.5%

-1.6

%

-2.0%

-2.2%

-2.2%

-2.0%

-2.0%

322322

322

322

322

322322

322

321

323

323

323

322

322

321

323

323

323

324

322321

324

321

323

322

323324

323

323

324

323322

323

322321

321 322 323

323

321

321

324

324

321

321

321

321

321

321321

-2.1

%

-2.0

%-4

.0%

-2.0

%

-2.0

%

323

324

bottom 319.50HWS320.50

bottom321.00HWS322.00

bottom320.50HWS321.50

bottom320.50HWS321.50bottom320.50

HWS321.50

Parcel One3.70 Ac (Net)

4.03 Ac (Gross)

Parcel Two3.45 Ac (Net)

3.61 Ac (Gross)

BFE323.02 (XS 282.5)Pad 323.70FF324.53

Building A

Building B

Building B

Club House

BFE323.02 (XS 284.5)Pad 323.20FF324.03

BFE323.02 (XS 284.5)Pad 323.20FF324.03

BFE323.02 (XS 282.5)Pad 323.20FF324.03

BFE323.02 (XS 284.5)Pad 323.20FF324.03

DMA-543,231sf

DMA-417,929sf

DMA-218,455sf

DMA-134,100sf

DMA-310,544sf

DMA-650,675sf

DMA-710,581sf

SCM-1

SCM-2

SCM-3

SCM-4

SCM-5 SCM-6

SCM-9 SCM-10

SCM-7

SCM-8

SCM-11

18"Overflow DIRIM 323.10

12"Ø Orifice (Side Opening), INV321.00INV 319.87, 12"∅Out

18"Overflow DIRIM 322.35INV 319.78, 12"∅InINV 319.78, 12"∅Out

105' - 12"Ø HDPE @ S=0.35%

203' - 12"Ø HDPE @ S=0.35%

184'

- 12

"Ø H

DPE

@ S

=0.3

5%

SDMHRIM 320.93

INV 318.05, 12"∅InINV 318.05, 12"∅Out

58' -

12"

Ø H

DP

E @

S=0

.35%

SDMHRIM 322.24

INV 317.70, 15"∅OutINV 317.70, 18"∅Out

INV 317.85, 12"∅In 304' - 15"Ø RCP @ S=0.30%

377' - 18"Ø RCP @ S=0.30%

SDMHRIM 321.61

INV 318.70, 12"∅InINV 318.70, 12"∅Out

INV 318.70, 12"∅In

106' - 12"Ø HDPE @ S=0.35%

SDMHRIM 323.01

INV 319.07, 12"∅Out

North

605040302010

SCALE: 1"=30'

0

CITY FILE NO.

PLAN SET:

DRAWING:

REVISIONS

DESCRIPTIONNO. DATE BY

Public Works DepartmentCity of Morgan Hill

ITY OF ORGAN ILLC M H 17575 PEAK AVE. MORGAN HILL, CA 95037(408) 776-6480 FAX (408) 779-7236 CALIFORNIAMORGAN HILL

L:\P

roje

cts\

Har

ry\2

2003

4 U

HC

-Wat

sonv

ille

Roa

d\D

WG

\220

034-

S04

Sto

rm W

ater

Man

agem

ent P

lan.

dwg

- 10/

1/20

20 1

1:51

AM

- P

lotte

d 10

/1/2

020

12:0

5 P

M b

y H

arin

der S

ingl

a

WORK ACCEPTED: INSPECTOR: SUPERVISED BY:

DATESIGNATURE

DRAWN:

CHECKED:

APPROVED:

DESIGN:

DATE:

HOR.

VERT.

JOB NO.DATE:BY: DATE:16075 VINEYARD BOULEVARD MORGAN HILL, CA 95037

(408) 779-7381 FAX: (408) 226-5712

SUBDIVISIONS - LAND PLANNING - LAND SURVEYS

Xre

fs: 2

2003

4 H

atch

New

; 220

034

LO N

ew; 2

2003

4 LO

Exi

stin

g-M

ap L

ayer

s; 2

2003

4 LO

Exi

stin

g-To

po la

yers

; Arc

h S

ite 8

-13-

20-M

H; x

2001

48_C

lubh

ouse

; x20

0148

_BA

1; x

2001

48_B

B1;

X00

000_

S1;

x20

0148

_P1-

1; x

2001

48_P

2-1;

x20

0148

_P3-

1; L

ands

cape

Bas

e 8-

26-2

0-M

H

Crossings on Watsonville RoadStorm Water Management Plan

4of 6

10/2020

MM HS 1"=30'

NA

220034

HAR I NDER S I NGLA

STATE OF CA L I FORN I A

C49717

REG I

STER

ED PROFESS IONAL ENGINEER

DMA-1

SCM-1

DMA-2 DMA-3 DMA-4

MitigatedControlledRelease

Public Storm Drainon Watsonville Road

Scale: NoneWatershed Model Schematic

SCM-2 & 3 SCM-4 & 5 SCM-5 & 6

DMA-5

SCM-7 & 8

DMA-6

SCM-9&10

DMA-7

SCM-11MitigatedOverflow

MitigatedOverflow

MitigatedOverflow

SCM 1 thru 5 are Interconnected

Vegetation (See Landscape Plans)

See Curb OpeningDetail on this sheet

Storm Pipe, See Planfor Invert & Size Info

8"Ø Clean Out withTight Cover. Bottommust be open intodrain rock layer.

8"

6"Ø culvert interconnectbetween basins whereshown on Plan

24" Engineered Bio-soilPlanting Media

Min. 24" Class 2 drain rock(see SCM sizing Table formaterial depth)

Pon

ding

Dep

th V

arie

s(M

in. 1

2")

See

SC

M S

izin

g Ta

ble

Natural/UncompactedSubgrade

Scale: NoneTypical Bio-Retention Basin Detail

Overflow Drain as calledout on Plan

24"Min.

Varies (see plan)

3" MulchLayer

3'-6"12"

12" MIN.

(Varies)Max 2:1

Non-Woven Geo Filter Fabric(Only along Sides)

Cobble lining

Scale: NoneCurb Opening Detail @ Bio-Retention Basin

PROFILE: Grading Section-S4SCALE H: 1"=30' SCALE V: 1"=10'

316

320

330

316

320

330

0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+88

FF324.03 FF324.03 tw323.00

Bottom321.50

Fg323.30

Tc323.35 Tc322.88Tc324.03Tc324.03Tc324.46Tc324.01

Bio-Retention Basin1.20' Ponding

max2:1

Retaining Wall in fillAlong Property LineHeight Varies12"-30"

bw322.70

Bottom321.00

Bio-Retention Basin2.0' Ponding

max

2:1

tw324.30 bw322.20tob322.00 tob322.50

fg323.80

Retaining Wall in CutAlong Property Line

Height Varies(Max 30")

PROFILE: Grading Section-S1SCALE H: 1"=30' SCALE V: 1"=10'

316

320

330

316

320

330

0+50 1+00 1+50 2+00 2+50 2+80

PROFILE: Grading Section S2SCALE H: 1"=30' SCALE V: 1"=10'

316

320

330

316

320

330

0+50 1+00 1+50 2+00 2+50 3+00 3+17

PROFILE: Grading Section-S3SCALE H: 1"=30' SCALE V: 1"=10'

316

320

330

316

320

330

0+50 1+00 1+50 2+00 2+50 2+79

FF324.03

FF324.03

FF324.53 tw324.30

Bottom321.00

Fg323.80

min. 36" bench

Bio-Retention Basin2.0' Ponding

Bio-Retention BasinTyp. 12" PondingBottom321.75

Fg323.80min. 36" benchWatsonville Road

Rig

ht o

f Way

10'

max2:1 Retaining Wall in Cut

Along Property LineHeight Varies(Max 30")

Watsonville Road

Rig

ht o

f Way

10'

Watsonville Road

Rig

ht o

f Way

10'

Bio-Retention Basin12" Ponding

max

2:1 Retaining Wall

Along Property LineHeight Varies24"-36"

Bio-Retention Basin12" Ponding

bottom320.50

Tc323.27 Tc322.00Tc322.00

tob322.00

tob322.49

Bio-Retention Basin12" Ponding

Provide drainage slotsTyp @ 36" o/cSee Curb Opening Detail

Bottom320.50

bow322.07

Bottom320.75

fg323.30min. 36" bench

FF323.35 Tc322.40 Tc322.44Tc321.57

tw321.50

Bio-Retention Basin12" Ponding Bottom319.70

tob321.00

Provide drainage slotsTyp @ 36" o/cSee Curb Opening Detail

Grade earth swale@ min. 0.30% alongback of publicside walk

CITY FILE NO.

PLAN SET:

DRAWING:

REVISIONS

DESCRIPTIONNO. DATE BY

Public Works DepartmentCity of Morgan Hill

ITY OF ORGAN ILLC M H 17575 PEAK AVE. MORGAN HILL, CA 95037(408) 776-6480 FAX (408) 779-7236 CALIFORNIAMORGAN HILL

L:\P

roje

cts\

Har

ry\2

2003

4 U

HC

-Wat

sonv

ille

Roa

d\D

WG

\220

034-

S05

Gra

ding

Sec

tions

.dw

g - 1

0/1/

2020

11:

52 A

M -

Plo

tted

10/1

/202

0 11

:53

AM

by

Har

inde

r Sin

gla

WORK ACCEPTED: INSPECTOR: SUPERVISED BY:

DATESIGNATURE

DRAWN:

CHECKED:

APPROVED:

DESIGN:

DATE:

HOR.

VERT.

JOB NO.DATE:BY: DATE:16075 VINEYARD BOULEVARD MORGAN HILL, CA 95037

(408) 779-7381 FAX: (408) 226-5712

SUBDIVISIONS - LAND PLANNING - LAND SURVEYS

Xre

fs:

Crossings on Watsonville RoadGrading Sections & Details

5of 6

10/2020

MM HS 1"=30'

1"=10'

220034

HAR I NDER S I NGLA

STATE OF CA L I FORN IA

C49717

REG I

STER

ED PROFESS IONAL ENGINEER

18'

SD

SDSD

SDSD

SDSD

SDSD

SDSD

SD

SD

SD

SSS

SS

S

W W W W

SS

SSS

SS

SSS

W

W

W W

W W

W

CO CO

CO

CO

WW

W W W

W

CO

SS

CO

CO

>>

>>

>>

>

WW

SD SD SD

>>

>>

>>

>>

>>

SD

SDSD

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

> >

(w)

(w)

(ss)(ss)

(ss)(ss)

(ss)

(ss)

(ss)(ss)

(sd)

(sd)

(sd)

(sd)(sd)

(sd)(sd)

(ss)

(sd)

(sd)(sd)

(sd)

(w)(w)

(w)

(w)(w)

(w)(w)

(w)(w)

(sd)(sd)

(ss)

(sd)

(ss)(ss)

(ss)(ss)

(ss)(ss)

(ss)

(w)(w)

(w)(w)

(sd)

Calle

Sue

no

Watsonville Road

55'55'

60'55'

30'25'

55'

30'

23'

Royal Oaks Enterprises, Inc.Doc. No. 131461857.64 ac (Gross)APN 779-04-075

Parcel One3.70 Ac (Net)

4.03 Ac (Gross)

Parcel Two3.45 Ac (Net)

3.61 Ac (Gross)

1

2

3

67

34

4

44

33

55

5

5

76

8

8

1

2

10'P.S.E.

10'P.S

.E.

26'E.V.A.E.& P.S.E.

26'E.V

.A.E

.&

P.S

.E.

26'E.V

.A.E

.&

P.S

.E.

26'E.V.A.E.& P.S.E.

26'E.V

.A.E

.&

P.S

.E.

2'

1'

10'PSE

SSMHRIM 323.21

INV 316.48, 6"∅InINV 316.48, 6"∅OutINV 316.48, 6"∅Out

Clean OutRIM 322.86

INV 316.98, 6"∅In

Clean OutRIM 322.75INV 316.87, 6"∅In

(E) SSMHINV 313.32, 15"∅In

INV 313.32, 15"∅Out

Clean OutRIM 320.47INV 315.50, 6"∅In

SSMHRIM 320.45

INV 315.38, 6"∅InINV 315.38, 6"∅OutINV 315.38, 6"∅Out

Clean OutRIM 320.42

INV 315.46, 6"∅In

(E) SSMHINV 312.60, 15"∅In

SSMHINV 315.20, 6"∅OutINV 314.21, 15"∅In

SSMHINV 312.97, 15"∅OutINV 312.97, 15"∅OutINV 314.00, 6"∅Out

(E) 15"Ø SS @ S=0.28% )

(E) 15"Ø SS @ S=0.30% )

128' - 6"Ø SS (SDR26) @ S=1.00%

39' - 6"Ø SS (SDR26) @ S=1.00%50' - 6"Ø SS (SDR26) @ S=1.00%

(E) 15"Ø SS @ S=0.28% )

139' - 6"Ø SS (SDR26) @ S=1.00%

12' - 6"Ø SS (SDR26) @ S=1.00%

8' - 6"Ø SS (SDR26) @ S=1.00%

SDMHRIM 324.18INV 312.97, 24"∅In

SDMHRIM 323.81INV 318.83, 18"∅In

18"Overflow DIRIM 323.10

12"Ø Orifice (Side Opening)INV321.00

INV 319.87, 12"∅Out

SDMHRIM 323.01

INV 319.07, 12"∅Out

SDMHRIM 322.60

INV 314.37, 24"∅InINV 314.37, 24"∅Out

18"Overflow DIRIM 322.35INV 319.78, 12"∅InINV 319.78, 12"∅Out

SDMHRIM 322.24

INV 317.70, 15"∅OutINV 317.70, 18"∅Out

INV 317.85, 12"∅In

SDMHRIM 322.06INV 319.41, 12"∅InINV 319.41, 12"∅OutINV 319.41, 6"∅In

SDMHRIM 321.61

INV 318.70, 12"∅InINV 318.70, 12"∅Out

INV 318.70, 12"∅In

SDMHRIM 321.27

INV 315.28, 24"∅Out

SDMHRIM 320.93

INV 318.05, 12"∅InINV 318.05, 12"∅Out

SDMHRIM 318.22INV 316.78, 15"∅In

(E) 24"Ø SD @ S=0.50%(E) 24"Ø SD @ S=0.56%

304' - 15"Ø RCP @ S=0.30%

377' - 18"Ø RCP @ S=0.30%

19' - 12"Ø HDPE @ S=0.50%105' - 12"Ø HDPE @ S=0.35%

203' - 12"Ø HDPE @ S=0.35%

184'

- 12

"Ø H

DPE

@ S

=0.3

5%58

' - 1

2"Ø

HD

PE

@ S

=0.3

5%

106' - 12"Ø HDPE @ S=0.35%

27' - 6"Ø HDPE @ S=0.33%

(E) 10"Ø waterline

(E) 10"Ø waterline

(E) 8

"Ø w

ater

line

180' - 6"Ø DIP Water

109' - 6"Ø DIP Water229' - 6"Ø DIP Water

Typical 2"Ø Domestic City Std. Water Meter2"Ø Irrigation City Std. Water Meter with ReducedPressure Back Flow PreventorTypical 4"Ø Fire Water MainTypical 4"Ø Fire RiserTypical 6"Ø Sewer Lateral at minimum 1% Slope6"Ø Double Detector Check Valve Assembly with 4"Ø FireDept. ConnectionCity. Std Fire HydrantTypical 4"Ø Trash Area Grease Trap Connection toSanitary Sewer line

Utility Improvements Notes:

2

3

5

1

4

6

7

8

North

605040302010

SCALE: 1"=30'

0

CITY FILE NO.

PLAN SET:

DRAWING:

REVISIONS

DESCRIPTIONNO. DATE BY

Public Works DepartmentCity of Morgan Hill

ITY OF ORGAN ILLC M H 17575 PEAK AVE. MORGAN HILL, CA 95037(408) 776-6480 FAX (408) 779-7236 CALIFORNIAMORGAN HILL

L:\P

roje

cts\

Har

ry\2

2003

4 U

HC

-Wat

sonv

ille

Roa

d\D

WG

\220

034-

S06

Util

ity P

lan.

dwg

- 10/

1/20

20 1

2:02

PM

- P

lotte

d 10

/1/2

020

12:0

2 P

M b

y H

arin

der S

ingl

a

WORK ACCEPTED: INSPECTOR: SUPERVISED BY:

DATESIGNATURE

DRAWN:

CHECKED:

APPROVED:

DESIGN:

DATE:

HOR.

VERT.

JOB NO.DATE:BY: DATE:16075 VINEYARD BOULEVARD MORGAN HILL, CA 95037

(408) 779-7381 FAX: (408) 226-5712

SUBDIVISIONS - LAND PLANNING - LAND SURVEYS

Xre

fs: 2

2003

4 LO

New

; 220

034

LO E

xist

ing-

Map

Lay

ers;

220

034

LO E

xist

ing-

Topo

laye

rs; 2

2003

4 H

atch

New

; Arc

h S

ite 8

-13-

20-M

H; x

2001

48_C

lubh

ouse

; x20

0148

_BA

1; x

2001

48_B

B1;

X00

000_

S1;

x20

0148

_P1-

1; x

2001

48_P

2-1;

x20

0148

_P3-

1; L

ands

cape

Bas

e 8-

26-2

0-M

H

Crossings on Watsonville RoadUtility Plan

6of 6

10/2020

MM HS 1"=30'

NA

220034

HAR I NDER S I NGLA

STATE OF CA L I FORN I A

C49717

REG I

STER

ED PROFESS IONAL ENGINEER