UP

A/C A/C

UP

A/CA/C

A/CA/C

A/C A/C

A/C

A/C

A/C

A/C

A/CA/C

A/C A/C

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

A

/

C

A

/

C

A/C

A/C

A

/

C

A

/

C

A/C

A/C

UP

A/C

A/C

A/C

A/C

A/C

A/C

PARCEL ACOMMON

OPENSPACEK

ERN

AV

ENU

E(P

UB

LIC

STR

EET)

ST. CLAR AVENUE(PUBLIC STREET)

1

4

5

2

3

6

29

9

24

22

16151413

28 27 2625

23

21

20

19

18

17

12

7 8

10

11

PARCEL B

WIC

KH

AM

CO

UR

T(P

RIV

ATE

STR

EET)

BARTON WAY(PRIVATE STREET)

WICKHAM COURT(PRIVATE)

KERN

AVE

NU

E

WRE

N A

VEN

UETATUM AVENUE

MANTELLI DRIVE

CITY OF GILROY LIMITS

PROJECTSITE

VESTING TENTATIVE MAPTHE COTTAGES AT KERNGILROY, CALIFORNIA

PROJECT TEAM

OWNERS:CRC KERN INVESTORS, LLC.ST FRANCIS INVESTMENT III

APPLICANT:D.R. HORTON6683 OWENS DRIVE PLEASANTON, CA 94588CONTACT: CHRIS ZABALLOS(510) 506-3750, CPZABALLOS@DRHORTON.COM

CIVIL ENGINEER & PLANNER:RUGGERI-JENSEN-AZAR8055 CAMINO ARROYO, GILROY CA 95020CONTACT ENGINEER: JIM SCHUL, P.E. RCE#CONTACT PLANNER: ROSS DOYLE(408) 848-0300, JSCHUL@RJA-GPS.COM & RDOYLE@RJA-GPS.COM

VICINITY MAPPROJECT INFORMATION 1. ASSESSOR'S PARCEL NUMBER: 790-17-002 & 790-17-0032. ADDRESS: 9130 & 9160 KERN AVENUE, GILROY3. PROJECT DESCRIPTION: RESIDENTIAL SUBDIVISION CONSISTING OF 29 SINGLE-FAMILY

HOMES WITH ASSOCIATED ONSITE IMPROVEMENTS.4. PRESENT LAND USE: VACANT5. EXISTING GENERAL PLAN: MEDIUM DENSITY RESIDENTIAL6. EXISTING ZONING DISTRICT: R3-PUD7. PROPOSED ZONING DISTRICT: R3-PUD8. GROSS SITE AREA: ±3.73 AC9. NET SITE AREA: ±2.91 AC10. BUILDING AREA:

29 SINGLE-FAMILY LOTS ±2.79 ACPRIVATE STREETS (BARTON WAY & WICKHAM COURT) ±0.49 ACWICKHAM COURT (PARCEL B) ±0.09 ACPUBLIC STREET (KERN AVENUE) ±0.24 ACPARCEL A - COMMON OPEN SPACE ±0.12 ACTOTAL ±3.73 AC

11. NET DENSITY: 9.97 DU/AC12. BUILDING COVERAGE: ±34,679 SF (±21.3%)13. LANDSCAPE COVERAGE: ±71,722 SF (±44.0%)14. PARKING & DRIVE AISLES COVERAGE: ±21,121 SF (±12.9%)15. HARDSCAPE COVERAGE: ±35,656 SF (±21.9%)16. UTILITIES:

WATER CITY OF GILROYGAS & ELECTRIC PACIFIC GAS & ELECTRICSANITARY SEWER H.O.A.STORM DRAIN H.O.A.TELEPHONE VERIZONCABLE CHARTER COMMUNICATIONS

17. THE PROJECT LIES WITHIN FLOOD ZONE X - OTHER FLOOD AREA DEFINED AS AREASOF 0.2% ANNUAL CHANCE FLOOD; AREA OF 1% ANNUAL CHANCE FLOOD WITHAVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD(FIRM MAP 06085C0639H, EFFECTIVE DATE MAY 18, 2009).

18. THE EXISTING TOPOGRAPHY AS SHOWN IS BASED ON AN AERIAL SURVEY DATEDMARCH 16, 2020 PREPARED BY RADMAN. THE CONTOURS SHOWN ON THIS PLANREPRESENT GROUND ELEVATIONS AS DETERMINED AT THE TIME OF SAID SURVEY.

19. PARCEL A, STREET LANDSCAPING, AND PARCEL B (WICKHAM COURT) WITHIN THEPROJECT DEVELOPMENT AREA WILL BE OWNED AND MAINTAINED BY A HOMEOWNERASSOCIATION OR A SIMILAR ENTITY.

GENERAL NOTES1. THE PROPOSED STREET NAMES DEPICTED HEREIN ARE PRELIMINARY AND

SUBJECT TO CHANGE.

2. FLOOR PLANS ARE CONCEPTUAL IN NATURE AND ARE SUBJECT TO CHANGE.

3. LOT NUMBERS ARE FOR IDENTIFICATION ONLY AND ARE NOT INTENDED ASFINAL.

4. CERTIFICATION OF GRADES AND SOIL COMPACTION REQUIRED PRIOR TOBUILDING PERMIT FINAL.

5. ALL FUTURE BUILDINGS SHALL BE SPRINKLERED FOR FIRE SAFETY PER THECITY OF GILROY FIRE AND BUILDING DEPARTMENT STANDARDS.

6. ALL RETAINING WALLS (IF REQUIRED) SHALL BE MASONRY AND SHALL BE AMODULAR SYSTEM AND/OR CAST IN PLACE CONCRETE WITH A DECORATIVESURFACING. ALL SITE RETAINING WALLS ARE SUBJECT TO THE REVIEW ANDAPPROVAL OF THE PLANNING, BUILDING, AND ENGINEERING DIVISIONS. WOODWALLS SHALL NOT BE PERMITTED.

7. PROPOSED PIPE SIZES, SLOPES, AND ELEVATIONS ARE PRELIMINARY ANDSUBJECT TO REFINEMENT DURING FINAL DESIGN.

8. ALL WORK IS TO BE DONE IN COMPLIANCE WITH THE CITY OF GILROYSPECIFICATION STANDARDS AND DESIGN CRITERIA AND IS SUBJECT TO ALLLAWS OF THIS COMMUNITY BY REFERENCE.

9. TRANSFORMERS AND SPLICE BOXES SHALL BE UNDERGROUND.

10. CERTIFICATION OF IMPROVEMENTS ON SITE PLANS IS REQUIRED PRIOR TOBUILDING FINAL.

11. ALL GRADING WILL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONSAND CONDITIONS OF THE GEOTECHNICAL ENGINEER'S REPORTS REGARDINGTHIS PROJECT.

12. PROPOSED GRADES AS SHOWN ARE PRELIMINARY. FINAL GRADES ARE SUBJECTTO FINAL DESIGN.

13. ALL EROSION CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THECRITERIA AND STANDARDS OF THE CITY OF GILROY.

14. GRADING, SURFACE IMPROVEMENTS, AND UTILITIES ARE CONCEPTUAL ANDARE SUBJECT TO REVISION AND CITY APPROVAL DURING FINAL DESIGN.

15. IF THE PROJECT HAS EXCESS FILL OR CUT THAT WILL BE ON OR OFF-HAULED TOA SITE WITHIN THE CITY LIMITS OF GILROY, AN ADDITIONAL PERMIT ISREQUIRED.

16. ALL UTILITIES LOCATED WITHIN BARTON WAY, WICKHAM COURT, AND PARCELB (WICKHAM COURT) ARE PRIVATELY OWNED AND MAINTAINED.

17. ALL VEGETATION WITHIN PROJECT BOUNDARY TO BE REMOVED EXCEPT TREESNOTED TO REMAIN ON AS&PUD-02.

TITL

E SH

EET

VTM-01

W:\J

OB

S 20

\202

016

- KER

N A

ND

ST

CLA

R\D

RA

WIN

GS\

PREL

IM\A

PPLI

CA

TIO

NS\

VTM

\VTM

-01

TITL

E SH

EET.

DW

G

PROPOSED

LEGEND

DESCRIPTION EXISTING

PROPERTY LINE

EASEMENT

FACE OF CURB

STORM DRAIN

WATER

MANHOLE

SIDEWALK

SANITARY SEWER

FIRE HYDRANT

STORM DRAIN FIELD INLET

STORM DRAIN CURB INLET

UNDERGROUND RETENTION FACILITY

BOUNDARY

ELECTROLIER

SD

SS

W

VES

TIN

G T

ENTA

TIV

E M

AP

THE

CO

TTA

TGES

AT

KER

NG

ILR

OY

, C

ALI

FOR

NIA

FOR

: D. R

. HO

RTO

N

SHEET INDEXSHEET NUMBER SHEET TITLE

VTM-01 TITLE SHEETVTM-02 EXISTING CONDITIONSVTM-03 SITE PLANVTM-04 PRELIMINARY GRADING PLANVTM-05 PRELIMINARY UTILITY PLANVTM-06 PRELIMINARY SWC PLAN

I, JIM SCHUL, CERTIFY THAT THIS VESTING TENTATIVE MAP WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT IT COMPLIES WITH THE CITY OF GILROY SUBDIVISION ORDINANCE AND THE STATE MAP ACT.

A SOILS REPORT ON THIS PROPERTY HAS BEEN PREPARED BY QUANTUM GEOTECHNICAL, INC., ENTITLED "GEOTECHNICALINVESTIGATION ON PROPOSED RESIDENTIAL DEVELOPMENT AT KERN AVENUE", DATED MARCH 25, 2020, WHICH HAS BEENFILED WITH THE CITY OF GILROY.

I, BRYAN PIERCE, A LICENSED LAND SURVEYOR IN THE STATE OF CALIFORNIA, HEREBY STATE THAT THIS VESTINGTENTATIVE MAP IS BASED UPON SURVEY UNDER MY DIRECT SUPERVISION AND THAT IT COMPLIES WITH CITY OF GILROYSUBDIVISION ORDINANCE AND STATE MAP ACT.

TM 20-06

N 89° 59' 50" W 368.72'

N 01° 31' 00" W

434.15'

N 89° 59' 50" W 381.16'

S 0

0° 0

7' 3

0" W

4

34

.0

0'

LANDS OFST. FRANCIS INVESTMENTS III, A CALIFORNIA LIMITED PARTNERSHIP

APN: 790-17-003(DOC #24019154)

LANDS OFCRC KERN INVESTORS LLC, A CALIFORNIA LIMITED LIABILITY COMPANY

APN: 790-17-002(DOC #2413959)

RIGHTS OF THE PUBLIC

EX OAK TO REMAIN

VTM-02

EXIS

TIN

G C

ON

DIT

ION

S

BASIS OF BEARINGS:THE BEARING OF S00°07'30"W BETWEEN FOUND STANDARD CITY MONUMENTS ALONG THECENTERLINE OF KERN AVENUE, AS SHOWN ON THE MAP ENTITLED "TRACT NO. 9112, LOSARROYOS", FILED NOVEMBER 16, 1998 IN BOOK 710 OF MAPS, AT PAGES 1 AND 2, RECORDS OFSANTA CLARA COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS.

BENCHMARK:SANTA CLARA VALLEY WATER DISTRICT BENCHMARK "BM259", A BRASS DISK SET IN THE TOPEASTERLY CURB FOR SANTA TERESA BOULEVARD AT THE CENTER OF THE SOUTH MOREYCHANNEL, 800 FEET NORTH FROM MANTELLI DRIVE, ELEVATION (NAVD88) = 219.75 FEET.

W:\J

OB

S 20

\202

016

- KER

N A

ND

ST

CLA

R\D

RA

WIN

GS\

PREL

IM\A

PPLI

CA

TIO

NS\

VTM

\VTM

-02

EXIS

TIN

G C

ON

DIT

ION

S.D

WG

PROPOSED

LEGENDDESCRIPTION EXISTING

PROPERTY LINE

EASEMENT

FACE OF CURB

STORM DRAIN

WATER

MANHOLE

SIDEWALK

SANITARY SEWER

FIRE HYDRANT

STORM DRAIN FIELD INLET

STORM DRAIN CURB INLET

UNDERGROUND RETENTION FACILITY

BOUNDARY

ELECTROLIER

SD

SS

W

VES

TIN

G T

ENTA

TIV

E M

AP

THE

CO

TTA

TGES

AT

KER

NG

ILR

OY

, CA

LIFO

RN

IAFO

R: D

. R. H

OR

TON

GENERAL NOTES:ALL VEGETATION WITHIN PROJECT BOUNDARY TO BE REMOVED EXCEPT TREES NOTED TOREMAIN.

16.0'

PSE

PARCEL ACOMMON

OPENSPACE

26'

36'

36'

24.0'35.0'

KER

N A

VEN

UE

(PU

BLI

C S

TREE

T)66' 46' 46' 46' 61' 80'

45'

84'

44'

44'

44'

44'

44'

86'

73'63'44'44'45'88'

88'

88'

88'

65' 44' 44' 58'

98'

95'

41'26'

16'

68'

82'

93'

92'

91'

77'50

'44

'46

'44

'50

'37'

53'50'

88'

44'46'

44'50'

44'

81'

81'

81'

51'

41'

44' 32' 33'

44'44'

44'

26'

51'

15'

26'

69'

70'

81'

57'

26'

16'

32'45'27'

7'36'

23'

38'4'

33'10'

44'44'

10'

33'

4'

44'

30'23'

20'38' 35'

83'

83'

83'

85'

38'

55'

60'

87'

46'44'

1

4

5

2

3

6

29

9

24

22

16151413

28 27 2625

23

21

20

19

18

17

12

7 8

10

11

3,814 ± SF 3,819 ± SF 3,870 ± SF

3,817 ± SF6,363 ± SF

4,630 ± SF

3,822 ± SF

4,014 ± SF

4,070 ± SF

3,989 ± SF

3,430 ± SF

7,389 ± SF

3,848 ± SF3,420 ± SF3,038 ± SF3,129 ± SF

4,057 ± SF

4,293 ± SF

4,312 ± SF

4,433 ± SF3,563 ± SF3,564 ± SF5,097 ± SF

4,400 ± SF

3,872 ± SF

4,048 ± SF

3,872 ± SF

4,415 ± SF

8' 11'

16'

14'12'

4'

45'

12'

21' 4'

81'

12'

121'

121'

37'

98'

18'

69'

PARCEL B

R=28R=28

R=28R=50

R=36

R=50

R=50R=50

R=36

R=500

R=50

16'PSE

16'PSE

7' PSE

16'PSE

16'PSE

16'PSE

10' PSE

16'PSE

16'PSE

16'PSE

WIC

KH

AM

CO

UR

T(P

RIV

ATE

STR

EET)

BARTON WAY(PRIVATE STREET)

0.12 ± AC

0.09 ± AC

WICKHAM COURT(PRIVATE)

19'

9'

18'

6'

6'

5.5'

5.5'

5.5'

6'

5,255 ± SF

5.5'

5.5'5.5'

36' PRIVATE STREETBARTON WAY & WICKHAM COURT

NO SCALE

8.0' PARKING

36.0' ROW

FC/ROW

16.0' PSE5.5'

SWK 10.0' TRAVEL LANE℄

8.0' PARKING10.0' TRAVEL LANE

16.0' PSE

5.5' SWK

KERN AVENUE (PUBLIC STREET)NO SCALE

24.0'TO BE DEDICATED TO THE CITY OF GILROY

16.0' PSE

6.0' SWK

35.0'

FCR/W

EXIST.PL

10.0' LANDSCAPE

PROPOSED RESIDENTIALSUBDIVISION

FC/ROW

FC/ROW

13.0' TRAVEL LANE

26.0' PSE

13.0' TRAVEL LANE

PL PL

2%

℄

26' PRIVATE ALLEY (NO PARKING)WICKHAM COURT (PARCEL B)

NO SCALE

10.0' PSE 7.0' PSE

GRIND AND OVERLAY EXISTING STREET

W:\J

OB

S 20

\202

016

- KER

N A

ND

ST

CLA

R\D

RA

WIN

GS\

PREL

IM\A

PPLI

CA

TIO

NS\

VTM

\VTM

-03

SITE

PLA

N.D

WG SI

TE P

LAN

VTM-03

PROPOSED

LEGENDDESCRIPTION EXISTING

PROPERTY LINE

EASEMENT

FACE OF CURB

STORM DRAIN

WATER

MANHOLE

SIDEWALK

SANITARY SEWER

FIRE HYDRANT

STORM DRAIN FIELD INLET

STORM DRAIN CURB INLET

UNDERGROUND RETENTION FACILITY

BOUNDARY

ELECTROLIER

SD

SS

W

VES

TIN

G T

ENTA

TIV

E M

AP

THE

CO

TTA

TGES

AT

KER

NG

ILR

OY

, CA

LIFO

RN

IAFO

R: D

. R. H

OR

TON

UP

A/C A/C

UP

A/CA/C

A/CA/C

A/C A/C

A/C

A/C

A/C

A/C

A/CA/C

A/C A/C

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

A

/C

A

/C

A/C

A/C

A

/

C

A

/

C

A/C

A/C

UP

A/C

A/C

A/C

A/C

A/C

A/C

14PAD 216.0

13PAD 216.3

15PAD 215.9

16PAD 215.7

17PAD 215.7

18PAD 215.5

19PAD 215.3

20PAD 215.1

21PAD 214.9

22PAD 214.6

23PAD 214.4

24PAD 214.7

25PAD 214.9

26PAD 214.9

27PAD 214.7

29PAD 214.9

6PAD 215.0

10PAD 215.0

11PAD 215.2

12PAD 215.5

1PAD 216.2

2PAD 215.9

3PAD 215.6

4PAD 215.3

5PAD 215.3

7PAD 214.7

8PAD 214.7

9PAD 215.0

28PAD 214.7

LPTC 213.3

CL 214.3±

GBCL 213.8

CL 213.9

CL 215.1

CL 215.3 CL 215.0

LPCL 213.2

LPTC 213.27

HPTC 213.7

TC 213.7

LPTC 213.2

HP

TC 2

13.8TC

213

.7TC

214

.3

TC 2

14.3

HPTC 214.9

LPTC

213

.8

TC 214.9

TC 215.1TC 215.5

TVC 215.9

TVC 215.7

TVC 215.6

CL 214.9

TC 215.0

TVC 216.1

TC 213.7TC

214

.2

TC 2

14.0

TC 213.7

TC 2

14.1

TC 2

15.2

CL/BOW

214.8

TVC

215.5

PAV 214.3

GBCL 214.4

HPTC 213.8

CL 213.8CL 213.4

TC 213.5 TC 213.5

TC 213.5

TC 214.5 TC 214.5

1.7' MAX RETAINING

1.7' MA

X R

ETAIN

ING

2.0' MA

X R

ETAIN

ING

2.5' MA

X R

ETAIN

ING

2.9' MA

X R

ETAIN

ING

4.3' MA

X R

ETAIN

ING

3.8' MA

X R

ETAIN

ING

3.8' MAX RETAINING2.4' MAX RETAINING1.7' MAX RETAINING1.2' MAX RETAINING

1.3' MAX RETAINING

WIC

KH

AM

CO

UR

T

BARTON WAY

WICKHAM COURT

CL 213.8

PREL

IMIN

AR

Y G

RA

DIN

G P

LAN

VTM-04

SHEE

T R

EVIS

ION

S D

ATE

JOB NO.

OF SHEETS

SHEET

MK

BY

DA

TE

SCA

LEC

K

THE

CO

TTA

TGES

AT

KER

NG

ILR

OY

, CA

LFO

RN

IAFO

R: D

. R. H

OR

TON

202016

6

OC

T 20

20

VES

TIN

G T

ENTA

TIV

E M

AP

GRADING NOTES

1. ALL PROPOSED GRADES SHOWN ON THIS PRELIMINARY GRADING PLANARE PRELIMINARY AND SUBJECT TO CHANGE DURING FINAL DESIGN.

2. SEE THIS SHEET FOR GRADING SECTIONS.

3. PROJECT SHALL PROVIDE 2" AC OVERLAY WITH PAVEMENT DIG-OUTSALONG THE PROJECT FRONTAGE.

GRADING LEGEND

APPROXIMATE PAD ELEVATION

APPROXIMATE SPOT ELEVATION

SLOPE

POSSIBLE RETAINING WALL

ANTICIPATED STREET SLOPE

EMERGENCY OVERLAND DRAINAGE RELEASE

EXISTING CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

LINE OF VISIBILITY PER CITY OF GILROY STANDARD DETAIL STR-9

P 214.0

213.0

1.5%

EARTHWORK SUMMARYITEM QUANTITY

SITE CUT 7,100± CY

SITE FILL 9,900± CY

NET IMPORT 2,800± CY

UP

A/C A/C

UP

A/CA/C

A/CA/C

A/C A/C

A/C

A/C

A/C

A/C

A/CA/C

A/C A/C

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

A

/C

A

/C

A/C

A/C

A

/

C

A

/

C

A/C

A/C

UP

A/C

A/C

A/C

A/C

A/C

A/C

8" PVC W PRIVATE

18" PVC SD S=0.005±

8" PVC W

8" P

VC

W

8" PVC W

8" PVC W

8" PVC SS S=0.012± 8" PVC SS S=0.003±

15" PVC SD S=0.02±

8" P

VC

SS

S=0.

003±

8" PVC SS S=0.003±

18"

PVC

SD

S=0.

005±

18" PVC SD S=0.005±

8" PVC SS S=0.003± PRIVATE (PVC)

18" PVC SD S=0.005± PRIVATE

SDMHRIM 213.7±INV 15" IN 208.7±INV 15" IN 206.9±INV 18" OUT 206.9±

SDMHRIM 213.2±INV 18"IN 206.3±INV 18" OUT 205.0

SDMHRIM 213.1±INV 18" THRU 208.7±

SDMHRIM 214.1±

CONNECT TO EX SDINV 18" 207.9±EX INV 207.9±

SSMHRIM 214.2±

CONNECT TO EX SSINV IN 204.7±

EX INV 204.61±

SSMHRIM 213.8±INV 8" THRU 205.5±

SDCITC 214.9±INV 15" OUT 209.9±

SSMHRIM 212.2±

INV 8" THRU 206.1±

SSMHRIM 215.0±

INV 8" THRU 206.3±SSMH

RIM 215.3±INV 8" 206.9±

SDMHRIM 215.2±

INV 18" THRU 204.7± SDMHRIM 214.9±

INV 15" IN 209.3±INV 18" OUT 205.0±

SDMHRIM 214.5±INV 18" OUT 209.2±

SDCITC 213.3±

INV 18" THRU 204.9±

18" SD INV 204.4

18" SD INV 204.4

1413 15 16 17

18

19

20

21

22

23

2425262729

6

10

11

12

1

2

3

4

5

7 8 9

28

EX 1

8" S

DEX

18"

SD

EX 1

2" S

S

EX 1

2" W

EX 1

2" W

EX 1

2" S

S8" WM

SDCITC 213.8INV 15" 208.5±

CO

NN

ECT

TO E

XIS

TIN

G W

STORMCHAMBER

8" BFP

SDCITC 214.0INV 15" 207.8±

15" SDS=0.005±

15" PVC SD S=0.005±

EX SDMHRIM 213.8±CONNECT TO EX SDMHINV 15" 207.5±EX INV 18" 207.5±EX INV 12" 207.5±

EX SDMHRIM 213.7±

CONNECT TO EX SDMHINV 15" 208.3±

EX INV 18" 208.2±EX INV 12" 208.3±

EX INV 12" 208.9±

EX SDCIRIM 213.2±

EX INV 12" 208.2±

EX SDCIRIM 213.1±

EX ELECT

EX ELECT

EX ELECT

EX FH

EX SSMH

EX SSMH

EX FH

WIC

KH

AM

CO

UR

T

BARTON WAY

WICKHAM COURT

SDCITC 213.3±

INV 15" OUT 206.7±SDCITC 213.2±INV 15" OUT 207.5±

SDCITC 213.7±

INV 15" OUT 209.2±

15" PVC SD S=0.01±

15"

PVC

SD

S=0.

01±

18"

PVC

SD

S=0.

005±

18"

PVC

SD

S=0.

005±

PREL

IMIN

AR

Y U

TILI

TY P

LAN

VTM-05

UTILITY NOTES1. ALL PIPE SIZES, SLOPES AND ELEVATIONS ON THIS PRELIMINARY

UTILITY PLAN ARE PRELIMINARY AND SUBJECT TO REFINEMENTDURING FINAL DESIGN.

2. ALL WATER MAINS SHOWN IN PUBLIC STREETS ARE PUBLIC AND SHALLBE MAINTAINED BY THE CITY OF GILROY.

3. ALL WATER MAINS SHOWN IN PRIVATE STREETS SHALL BE PRIVATEAND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.

4. ALL SANITARY SEWER MAINS SHOWN IN PRIVATE STREETS SHALL BEPRIVATE AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION.

5. ALL STORM DRAIN MAINS SHOWN IN PRIVATE STREETS SHALL BEPRIVATE AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION.

6. ALL SANITARY SEWER AND STORM DRAIN SHOWN IN PUBLIC STREETSSHALL BE OWNED AND MAINTAINED BY THE CITY OF GILROY.

7. STORM DRAIN PIPE SYSTEM TO BE DESIGNED TO MEET CITY OF GILROYDESIGN STANDARDS TO CONVEY THE 10-YEAR, 24-HOUR STORM PEAKFLOW RATE. THE 100-YEAR, 24-HOUR PEAK FLOW WILL BE CONVEYEDBY THE FULL STREET SECTION TO THE DOWNSTREAM STORM WATERBASIN.

UTILITY LEGEND & ABBREVIATIONS

STORM DRAIN

SANITARY SEWER

WATER

MANHOLE

INLET

FIRE HYDRANT

WATER METER

ELECTROLIER

STORM DRAIN

STORM DRAIN MANHOLE

SANITARY SEWER

SANITARY SEWER MANHOLE

SLOPE

INVERT ELEVATION

WATER

PROPOSED EXISTING/FUTURE

SD

SDMH

SS

SSMH

S

INV

W

SHEE

T R

EVIS

ION

S D

ATE

JOB NO.

OF SHEETS

SHEET

MK

BY

DA

TE

SCA

LEC

K

THE

CO

TTA

TGES

AT

KER

NG

ILR

OY

, CA

LFO

RN

IAFO

R: D

. R. H

OR

TON

202016

6

OC

T 20

20

VES

TIN

G T

ENTA

TIV

E M

AP

UP

A/C A/C

UP

A/CA/C

A/CA/C

A/C A/C

A/C

A/C

A/C

A/C

A/CA/C

A/C A/C

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

UP

A/C A/C

UP

A/CA/C

UP

A/C

A/C

UP

A/C

A/C

A

/C

A

/C

A/C

A/C

A

/

C

A

/

C

A/C

A/C

UP

A/C

A/C

A/C

A/C

A/C

A/C

SCM A

WIC

KH

AM

CO

UR

T

BARTON WAY

WICKHAM COURT

PROPOSED

LEGENDDESCRIPTION

STORM DRAIN

STORM DRAIN INLET

DRAINAGE AREA BOUNDARY

DRAINAGE MANAGEMENT AREA ID

PRELIMINARY STORMWATER SIZING CALCULATIONS

NOTE:1) REFER TO STORM WATER CONTROL PLAN FOR PRELIMINARY AREA

CALCULATIONS.

UNDERGROUND RETENTION FACILITY

STORM WATER MANAGEMENT NOTES:

1. THE PROJECT IS LOCATED IN THE CENTRAL COAST REGIONAL WATER QUALITY CONTROL BOARD (CCWQCB) JURISDICTION.STORM WATER RUNOFF MANAGEMENT SHALL ADHERE TO THE CRITERIA IDENTIFIED IN THE "STORMWATER MANAGEMENTGUIDANCE MANUAL FOR LOW IMPACT DEVELOPMENT & POST CONSTRUCTION REQUIREMENTS FOR THE CITY OF GILROY,CITY OF MORGAN HILL, AND COUNTY OF SANTA CLARA", DATED JUNE 2015.

2. THIS STORM WATER RUNOFF MANAGEMENT PLAN IS CONCEPTUAL AND SUBJECT TO REVISION BASED ON FINAL DESIGN ANDSITE SPECIFIC INFILTRATION TESTING.

3. THE UNDERGROUND STORMWATER RETENTION WAS SIZED USING THE "ROUTING METHOD" IN COMPLIANCE WITH APPENDIXD OF THE CCRWQCB RESOLUTION NO. R3-2013-0032. A GEOTECHNICAL REPORT HAS NOT BEEN PREPARED FOR THIS PROJECT,CALCULATIONS ARE SUBJECT TO CHANGE DURING FINAL DESIGN BASED ON SOIL INFORMATION.

4. ALL STORMWATER CALCULATIONS PROVIDED ARE PRELIMINARY AND SUBJECT TO CHANGE DURING FINAL DESIGN. THE LIDMEASURES AND STORMWATER CONTROL FACILITIES MAY BE CHANGED OR MODIFIED DURING FINAL DESIGN AS LONG AS THEPROJECT CAN SHOW CONFORMANCE WITH THE CITY OF GILROY AND CCRWQCB POST-CONSTRUCTION STORMWATERREGULATIONS IN EFFECT AT THE TIME OF THE PROJECT APPROVAL.

5. PEAK FLOW AND FLOOD CONTROL MANAGEMENT IS PROVIDED IN EACH TREATMENT AREA WHERE APPLICABLE.

PREL

IMIN

AR

Y S

WC

PLA

N

VTM-06

SHEE

T R

EVIS

ION

S D

ATE

JOB NO.

OF SHEETS

SHEET

MK

BY

DA

TE

SCA

LEC

K

THE

CO

TTA

TGES

AT

KER

NG

ILR

OY

, CA

LFO

RN

IAFO

R: D

. R. H

OR

TON

202016

6

OC

T 20

20

VES

TIN

G T

ENTA

TIV

E M

AP