BUILDING SITE APPROVAL/ GRADING AND DRAINAGE ......A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELEVATIONS A6 CROSS SECTION G-6 GRADING DETAILS C1-NEW DRIVEWAY AND TURNAROUND WILL BE CONSTRUCTED

CONSULTANTS

AREA MAP VICINITY MAP

G-2 DRIVEWAY PLAN

G-1 GRADING TITLE SHEET

SHEET INDEX

SIDE SETBACK

REAR SETBACK

FRONT SETBACK

ZONING

LOT AREA

A.P.N.

30'

30'

30'

HS-D1

1.00 Ac. (43,560 SQUARE FEET)

612-37-016

BUILDING SITE APPROVAL/

PREPARED FOR:

PROPERTY LOCATION:

SAN JOSE, CALIFORNIA 95127

MAXIMUM NUMBER OF STORIES 2

COVER SHEET/

INDEX

MAXIMUM HEIGHT 35'

G-3

PROPOSED LIVING AREA 4,450 SQUARE FEET

CONSTRUCTION TYPE VN

SITE INFORMATION

GEOTECHNICAL ENGINEER

ASSOCIATED TERRA CONSULTANTS, INC.

1735 DELL AVENUE

CAMPBELL, CALIFORNIA 94030

RICK HALTENHOFF

CIVIL ENGINEER

STEVEN ARNOLD CIVIL ENGINEERING, INC.

492 PRINCE STREET

OAKLAND, CALIFORNIA 94610

ANDREW E. ARNOLD, P.E.

VINOD AND JANAK BANSAL

3522 ADEGA CIRCLE

SAN JOSE, CALIFORNIA 95148

PHONE

OWNERS

PHONE

PHONE

PROPOSED F.A.R. 4450/43560 x 100 = 10.2%

GRADING AND DRAINAGE PLAN/

APPLICANT: BANSALROAD NAME: CLAYTON ROAD COUNTY FILE NO.

VINOD AND JANAK BANSAL

11391 CLAYTON ROAD

SITESITE

G-5 GRADING DETAILS

SEPTIC SYSTEM PLAN

C1 COVER SHEET/INDEX

GRADING AND DRAINAGE PLAN/

SEPTIC SYSTEM PLAN

(650) 533-9484

(408) 866-1067

(415) 786-9622

FAX (415) 871-2582

EMAIL [email protected]

FAX (408) 866-1047

GRADING SECTIONSG-4

PROJECT DESCRIPTION

NUMBER OF BEDROOMS 3

JONATHAN COULTER

930 SAN BENITO STREET

HOLLISTER, CALIFORNIA 95023

PHONE

ARCHITECTURAL DRAFTING/DESIGNER

(831) 537-4040

A1 MAIN FLOOR PLAN

A2 LOWER FLOOR PLAN

A3 ROOF PLAN

A4 EXTERIOR ELEVATIONS

A5 EXTERIOR ELEVATIONS

A6 CROSS SECTION

G-6 GRADING DETAILS

C1

- NEW DRIVEWAY AND TURNAROUND WILL BE CONSTRUCTED

AS SHOWN FOR ACCESS.

- NEW SEPTIC SYSTEM AND LEACH FIELD WILL BE INSTALLED

AS SHOWN.

- NEW SINGLE FAMILY RESIDENTIAL CUSTOM HOME OF UP TO

MAX. 3 BEDROOMS AND A MAXIMUM OF 4,450 SQUARE FEET

OF LIVING SPACE WILL BE CONSTRUCTED AS SHOWN.

- DRAINAGE IMPROVEMENTS AND UTILITIES WILL BE

INSTALLED AS SHOWN.

- NEW ROADWAY IMPROVEMENTS ARE PROPOSED FOR THE

PRIVATE ACCESS ROAD FROM CLAYTON ROAD UP TO THE 45'

EASEMENT EXTENSION.

A0 SITE PLAN

L-1 LANDSCAPE PLAN

GRADING SECTIONSG-4.1

N

134'-3 5/8"

31

'-1

"

30

'-0

"

40'-0"

WALK (PAVERS)

WA

LK

(P

AV

ER

S)

N 04° 59' 11" W 240.00'

N 04° 59' 11" W 240.00'

N 8

5°

00' 49"

E

181.5

0'

N 8

5°

00' 49"

E

181.5

0'

5' MAX HT. RETAINING WALL SHALL BE

TREATED WITH A BLEND OF

EARTH TONE COLOR AND

SCREENING TREES

5' MAX HT. RETAINING WALL SHALL BE



SCREENING TREES

DRIVEWAY

SCALE: 1"=10'

WALK (PAVERS)

5' RETAINING WALL SHALL BE



SCREENING TREES

Site Plan

CL

AY

TO

N

R

OA

D

PROPERTY LINE TYPICALPROPERTY CORNER

PROPOSED HOME

SHEET

SCALE

DATE

PL

AN

FO

R:

PL

AN

BY

:

Jo

nath

an

C

ou

lter

930 S

an

Ben

ito

Str

eet

Ho

llis

ter,

Ca. 95023

Ph

on

e:

(831)

637-8

059 (8

31)

537-4

040

MR

& M

RS

BA

NS

AL

11391 C

LA

YT

ON

RO

AD

SA

N J

OS

E,

CA

. 95127 (

650)

533-9

484

A0

N

5' MAX HT.RETAINING WALL SHALL BETREATED WITH A BLEND OF

EARTH TONE COLOR AND SCREENING TREES

DRIVEWAY

NO

TR

EES A

LLO

WED

IN

LEA

CH

FIE

LD

SCALE: 1"=10'

WALK (PAVERS)

5' RETAINING WALL SHALL BETREATED WITH A BLEND OF


5' MAX HT.RETAINING WALL SHALL BETREATED WITH A BLEND OF


LEGEND

= 24" BOX FRUIT TREE PER COUNTY STANDARDS

= 24" BOX EVERGREEN PER COUNTY STANDARDS

= LARGE DROUGHT TOLERANT SHRUB

PER COUNTY STANDARDS

= MEDIUM DROUGHT TOLERANT SHRUB PER COUNTY STANDARDS

= SMALL DROUGHT TOLERANT SHRUB

PER COUNTY STANDARDS

Landscaping Plan

CL

AY

TO

N

R

OA

D

PROPERTY LINE TYPICALPROPERTY CORNER

PROPOSED HOME

SHEET

SCALE

DATE

PL

AN

FO

R:

PL

AN

BY

:

Jo

nath

an

C

ou

lter

930 S

an

Ben

ito

Str

eet

Ho

llis

ter,

Ca. 95023

Ph

on

e:

(831)

637-8

059 (8

31)

537-4

040

MR

& M

RS

BA

NS

AL

11391 C

LA

YT

ON

RO

AD

SA

N J

OS

E,

CA

. 95127 (

650)

533-9

484

L-1

GRADING

5.

4.

2.

3.

1.

1.

6.

5.

OF SANTA CLARA STANDARD SPECIFICATIONS; 4) STATE OF CALIFORNIA STANDARD DETAILS;

5) STATE OF CALIFORNIA STANDARD SPECIFICATIONS.

DEVELOPER SHALL OBTAIN ENCROACHMENT PERMITS FROM THE SANTA CLARA VALLEY WATER

PERFORMANCE AND COMPLETION OF ALL WORK MUST BE TO THE SATISFACTION OF THE COUNTY.

IN THE EVENT OF CONFLICT THE FORMER SHALL TAKE PRECEDENCE OVER THE LATTER. THE

COMPLY WITH COUNTY STANDARDS OR CONDITIONS OF DEVELOPMENT APPROVAL.

WORK AND SUCH CORRECTION AND MODIFICATION OF PLANS AS MAY BE NECESSARY TO

THESE PLANS. THE COUNTY SHALL BE AUTHORIZED TO REQUIRE DISCONTINUANCE OF ANY

DEVELOPER SHALL BE RESPONSIBLE FOR CORRECTION OF ANY ERRORS OR OMISSIONS IN

PLANS AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE RESPONSIBLE FOR THEIR

DEVELOPER IS RESPONSIBLE FOR INSTALLATION OF THE IMPROVEMENTS SHOWN ON THESE

4.

CONTINUED MAINTENANCE.

2.

COUNTY OF SANTA CLARAGENERAL CONSTRUCTION

1) THESE PLANS AND SPECIFICATIONS; 2) THE COUNTY OF SANTA CLARA STANDARD DETAILS; 3) THE COUNTY

REPORT PREPARED BY ASSOCIATED TERRA CONSULTANTS, INC. FILE NO. 178831 DATED SEPTEMBER 11, 2002.

ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS AND/OR GEOTECHNICAL

SPECIFICATIONS

2. ALL EXPOSED DISTURBED AREAS SHALL BE SEEDED WITH BROME SEED SPREAD AT THE RATE

RUN-OFF SHALL BE RELEASED TO SHEET FLOW.

OF 5 POUNDS PER 1000 SQUARE FEET (OR APPROVED EQUAL). SEEDING AND WATERING SHALL BE

AT ALL DITCH OUTFALLS. WHERE OUTFALLS ARE NOT INTO AN EXISTING CREEK OR WATER COURSE,

EROSION CONTROLS, e.g. SACKED CONCRETE RIP-RAP. ENERGY DISSIPATORS SHALL BE INSTALLED

ALL STORM DRAINAGE STRUCTURES SHALL BE INSTALLED WITH EFFECTIVE ENTRANCE AND OUTFALL

DRIVEWAY LOCATIONS SHALL BE AS SHOWN ON THE IMPROVEMENT PLANS WITH CENTERLINE

STATIONING. THE MINIMUM CONCRETE THICKNESS SHALL BE 6 INCHES THROUGHOUT. THE MAXIMUM

APPROACH GRADE SHALL BE 5% FOR A LENGTH OF 20 FEET.

ALL DITCHES AT SLOPES GREATER THAN 5% SHALL BE LINED WITH 2" AC OR PCC THROUGHOUT.

1.

DRIVEWAYS

MAINTAINED AS REQUIRED TO ENSURE GROWTH.

3.

4.

ALL FILL SLOPES SHALL BE COMPACTED AND LEFT IN A SMOOTH AND FIRM CONDITION CAPABLE

EROSION CONTROL

OF WITHSTANDING WEATHERING.

1.

VICINITY MAP

COUNTY LOCATION MAP

1.

PACIFIC GAS & ELECTRIC ELECTROLIER SERVICE FEE SHALL BE PAID BY THE DEVELOPER AND/OR

CONSTRUCTION STAKING

STABILIZED, ETC. FOR THE CONVENIENCE OF CONTRACTORS. LATERAL OFFSET OF STAKES SET

OF CONSTRUCTION GRADE STAKES. THE STAKES ARE TO BE ADEQUATELY IDENTIFIED, LOCATED,

THE DEVELOPER'S ENGINEER IS RESPONSIBLE FOR THE INITIAL PLACEMENT AND REPLACEMENT

SHALL BE REPLACED BY DEVELOPER'S ENGINEER OR LICENSED LAND SURVEYOR.

ANY PROPERTY LINE STAKES OR ROAD MONUMENTS DISTURBED DURING CONSTRUCTION

FOR CURBS AND GUTTERS SHALL NOT EXCEED 2 1/2 FEET FROM THE BACK OF CURB.

CONSTRUCTION INSPECTION

2.

1.

DEVELOPER SHALL REMOVE OR TRIM ALL TREES TO PROVIDE AN UNOBSTRUCTED FIFTEEN

OFFICE IN ACCORD WITH PROVISIONS OF THIS ORDINANCE. (COUNTY ORDINANCE CODE SECTION B6-18).

NO FURTHER DISTURBANCE OF THE SITE MAY BE MADE EXCEPT AS AUTHORIZED BY THE LAND DEVELOPMENT

OR ARTIFACTS, THE PERSON MAKING SUCH DISCOVERY SHALL IMMEDIATELY NOTIFY THE COUNTY

UPON DISCOVERING OR UNEARTHING ANY BURIAL SITE AS EVIDENCE BY HUMAN SKELETAL REMAINS

CORONER AT (408) 454-2520 AND LAND DEVELOPMENT ENGINEERING OFFICE AT (408) 299-5730

SECTION 13005 OF THE HEALTH AND SAFETY CODE RELATING TO THE USE OF SPARK

ALL PERSONS MUST COMPLY WITH SECTION 4442 OF THE PUBLIC RESOURCES CODE AND

DEVELOPER SHALL PROVIDE ADEQUATE DUST CONTROL AS REQUIRED BY THE COUNTY

(15) FOOT VERTICAL CLEARANCE FOR ROADWAY AREA.

ARRESTERS.

9.

INSPECTOR.

8.

5.

7.

ALL MATERIALS AND METHODS OF CONSTRUCTION OF SANITARY SEWERS SHALL CONFORM TO

THE SPECIFICATIONS OF THE JURISDICTION INVOLVED. INSPECTION OF SANITARY SEWER WORK

DESIGN SHALL BE UNDER THE CONTINUAL CONTROL OF THE COUNTY INSPECTOR.

MINIMUM STRENGTH FACTOR OF 2200 P.S.I. IN A SEVEN DAY PERIOD. THE CONCRETE MIX

CONCRETE USED FOR STRUCTURAL PURPOSES SHALL BE CLASS "A" (6 SACK PER CUBIC YARD) AS

SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. CONCRETE PLACED MUST DEVELOP A

SANITARY SEWERS

PORTLAND CEMENT CONCRETE

SHALL BE DONE BY SAID JURISDICTION.

1.

1.

UPON INSTALLATION OF DRIVEWAY CONNECTIONS, PROPERTY OWNERS SHALL PROVIDE FOR THE

FOR THE ADEQUACY AND CONTINUED MAINTENANCE OF THESE FACILITIES IN A MANNER WHICH

DROP INLETS SHALL BE COUNTY STANDARD TYPE 5 UNLESS OTHERWISE NOTED ON THE PLANS

WHERE CULVERTS ARE INSTALLED THE DEVELOPER SHALL BE RESPONSIBLE FOR GRADING THE OUTLET

INLETS. WHERE STREET PROFILE GRADE EXCEEDS 6% DROP INLETS SHALL BE SET AT 30 DEGREE ANGLE

UNINTERRUPTED FLOW OF WATER IN ROADSIDE DITCHES.

DITCH TO DRAIN TO AN EXISTING SWALE OR TO AN OPEN AREA OF SHEET FLOW.

DEVELOPER IS RESPONSIBLE FOR ALL NECESSARY DRAINAGE FACILITIES WHETHER SHOWN

ON THE PLANS OR NOT AND HE OR HIS SUCCESSOR PROPERTY OWNERS ARE RESPONSIBLE

WILL PRECLUDE ANY HAZARD TO LIFE, HEALTH OR DAMAGE TO ADJOINING PROPERTY.

THE DEVELOPER'S ENGINEER SHALL BE RESPONSIBLE FOR THE PROPER LOCATION OF DROP

CURB LINE TO ACCEPT WATER OR AS SHOWN ON THE PLANS.

2.

3.

4.

HIS AUTHORIZED REPRESENTATIVE

STORM DRAINAGE

1.

DISTRICT AND CALIFORNIA DEPARTMENT OF TRANSPORTATION WHERE NEEDED. COPIES OF THESE

PERMITS SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY THE COUNTY'S INSPECTOR.

STREET LIGHTING

WITH THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS. THE STRUCTURAL SECTION

AGGREGATE BASE MATERIAL, COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95%, AND 4

FOR TRENCH REPLACEMENT SHALL CONSIST OF NOT LESS THAN 12 INCHES OF APPROVED

STATEMENT OF PURPOSE

3.INSPECTION BY SANTA CLARA COUNTY SHALL BE LIMITED TO INSPECTION OF MATERIALS AND

EQUIPMENT OR PERSONNEL. CONTRACTOR SHALL NOTIFY THE COUNTY LAND DEVELOPMENT INSPECTOR AT

ROADWAYS (EITHER PRIVATE OR TO BE DEDICATED TO PUBLIC USE).

APPROXIMATE AND FOR GENERAL INFORMATION ONLY.

OTHER OBSTRUCTIONS IN THE WAY OF CONSTRUCTION.

COMPACTED BEFORE PLACING AGGREGATE BASE MATERIAL OR SURFACE STRUCTURES. SURFACING

OR FACILITIES SHALL BE THE INDIVIDUAL CONTRACTORS RESPONSIBILITY. PLAN LOCATIONS ARE

ACCURATE VERIFICATION AS TO SIZE, LOCATION AND DEPTH OF EXISTING UNDERGROUND CONDUITS

BORE. UNLESS SPECIFICALLY AUTHORIZED BY THE COUNTY, GAS AND WATER MAINS SHALL BE

TRENCH BACKFILL IN EXISTING PAVEMENT AREAS SHALL BE SAND MATERIAL IN ACCORDANCE.

IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MOVE OR RELOCATE UTILITY POLES AND

b) FROM AREAS AFFECTED BY THE PROPOSED GRADING EXCEPT WHERE NOTED ON THE PLANS.

ALL UNDERGROUND INSTALLATIONS SHALL BE IN PLACE AND THE TRENCH BACKFILLED AND

MAY BE DONE IF THE UTILITY COMPANY CONCERNED INDICATES BY LETTER THAT IT WILL

INSTALLED OUTSIDE THE PAVED AREA.

4.

3.

2.

2.

DOES NOT INCLUDE RESPONSIBILITY FOR THE SUPERINTENDENCE OF CONSTRUCTION, SITE CONDITIONS,

PROCESSES, OF CONSTRUCTION TO OBSERVE THEIR COMPLIANCE WITH PLANS AND SPECIFICATIONS, BUT

DEVELOPER AND/OR HIS AUTHORIZED REPRESENTATIVE MUST SUBMIT WRITTEN REQUEST FOR

FINAL INSPECTION AND ACCEPTANCE. SAID REQUESTS SHALL BE DIRECTED TO THE INSPECTION

PHONE (408) 299-6868 AT LEAST 24 HOURS PRIOR TO COMMENCING WORK AND FOR FINAL INSPECTION

IMPROVED TO AN AUTHORIZED DISPOSAL SITE AS FOLLOWS:

EXISTING TREES, ROOTS AND FOREIGN MATERIAL WILL BE REMOVED FROM AREAS TO BE

a) TO A MINIMUM DEPTH OF TWO FEET BELOW THE FINISHED GRADE PROPOSED

OFFICE NOTED ON THE PERMIT FORM.

SITE PREPARATION (CLEARING & GRUBBING)

1.

OF WORK AND SITE.

4.

HOURS FOR ASPHALT CONCRETE INSPECTION.

CONTRACTOR SHALL NOTIFY PERMIT INSPECTION UNIT, SANTA CLARA COUNTY PRIOR TO COMMENCING

THE COUNTY REQUIRES A MINIMUM 24 HOUR ADVANCE NOTICE FOR GENERAL INSPECTION, 48

WORK AND FOR FINAL INSPECTION OF WORK AND SITE.

2.

1.

THE WESTERLY PROPERTY LINE OF PARCEL.

GINNIE NO. 1 APPROXIMATELY 2 FEET FROM THE SOUTH EDGE OF CLAYTON ROAD NEAR

BENCHMARK

BE COMPACTED TO 95% OF MAXIMUM DENSITY.

NO ORGANIC MATERIAL SHALL BE PLACED IN ANY FILL NO TREES SHALL BE REMOVED OUTSIDE

SURPLUS EARTH FILL MATERIAL SHALL BE PLACED IN A SINGLE (8" max) THICK LAYER COMPACTED

MAXIMUM CUT SLOPE SHALL BE 1 1/2 HORIZONTAL TO 1 VERTICAL. MAXIMUM FILL SLOPE SHALL BE

2 HORIZONTAL TO 1 VERTICAL.

TO WITHSTAND WEATHERING IN THE AREA(S) DELINEATED ON THE PLAN.

THE UPPER 6" OF SUBGRADE BELOW DRIVEWAY, ACCESS ROAD, OR PARKING AREA SHALL

OF CUT, FILL, OR ROADWAY AREAS.

MAXIMUM DEPTH OF CUT

CONSTRUCTION/ENCROACHMENT/GRADING PERMIT

COUNTY OF SANTA CLARA

LAND DEVELOPMENT ENGINEERING & SURVEYING

ENVIRONMENTAL RESOURCES AGENCY

ISSUED BY:

PERMIT(S) NO. :

FILE'(S) NO.:

DATE:

INADEQUATE COMPARED TO THE PROPOSED TYPICAL PAVEMENT SECTION, SHALL BE

WATER CONTENT THAT WILL PERMIT PROPER COMPACTION BY EITHER: (1) AERATING THE FILL IF

BE THOROUGHLY MIXED BEFORE COMPACTION TO ENSURE A UNIFORM DISTRIBUTION OF MOISTURE.

IT IS TOO WET, OR (2) MOISTENING THE FILL WITH WATER IF IT IS TOO DRY. EACH LIFT SHALL

IS PLACED. WHERE NATURAL GROUND IS STEEPER THAN 5:1, IT SHALL BE BENCHED AND THE

EXISTING FILL SHALL BE REMOVED UNTIL MATERIAL COMPACTED TO 90% RELATIVE COMPACTION

IS EXPOSED. THEN THE NEW FILL MATERIAL SHALL BE PLACED IN UNIFORM LIFTS NOT EXCEEDING

MATERIAL, THE SURFACE OF THE GROUND SHALL BE SCARIFIED TO DEPTH OF 6" BEFORE FILL

REMOVED, RECONSTRUCTED OR REPLACED AS REQUIRED BY THE COUNTY INSPECTOR IN THE FIELD.

HAULED AWAY FROM THE SITE. WHERE FILL MATERIAL IS TO BE PLACED ON NATURAL GROUND,

6" OF UNCOMPACTED THICKNESS BEFORE COMPACTION BEGINS, THE FILL SHALL BE BROUGHT TO A

EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BE

IT SHALL BE STRIPPED OF ALL VEGETATION. TO ACHIEVE A PROPER BOND WITH THE FILL

GRADING

THE CONSTRUCTION OPERATIONS AND ANY EXISTING SHOULDER AREAS WHICH ARE STRUCTURALLY

TRENCH BACKFILL IN NEW CONSTRUCTION AREAS SHALL BE SAND MATERIAL COMPACTED TO

MAY BE WAIVED BY COUNTY IF THE NATIVE SOIL IS SUITABLE FOR USE AS TRENCH BACKFILL,

BACKFILL AND TRENCH RESTORATION REQUIREMENTS SHALL APPLY AS MINIMUM STANDARDS

INCHES OF HOT ASPHALT CONCRETE PLACED IN TWO LIFTS. TRENCH RESTORATION FOR HIGHER

ANY EXISTING IMPROVEMENTS WHICH ARE SCARRED, DAMAGED, OR REMOVED DURING

A RELATIVE COMPACTION OF AT LEAST 90%. THE REQUIREMENT FOR SELECT MATERIAL

BUT THE COMPACTION REQUIREMENTS WILL NOT BE THEREBY WAIVED.

TO ALL UNDERGROUND FACILITIES INSTALLED BY OTHER FIRMS OR PUBLIC AGENCIES.

TYPE PAVEMENTS SHALL BE MADE IN KIND OR AS DIRECTED BY THE COUNTY.

REPLACEMENT OF DAMAGED IMPROVEMENTS

3. INSTALL ROAD AND DRIVEWAY FOR ACCESS AS SHOWN.

1. CLEAR AND GRUB.

2. COMPLETE GRADING FOR INSTALLATION OF PROPOSED RESIDENCE AND DRIVEWAY.

ENGINEER'S STATEMENT

DATED

COUNTY ENGINEER'S NOTE

OR THE PLANS, THE COUNTY SHALL HAVE THE AUTHORITY TO REQUIRE THE

SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE.

APPROVED TENTATIVE MAP (OR PLAN) AND CONDITIONS OF APPROVAL PERTAINING THERETO

I HEREBY STATE THAT THESE PLANS ARE IN COMPLIANCE WITH ADOPTED COUNTY STANDARDS, THE

OMISSIONS CONTAINED IN THE PLANS, IF, DURING THE COURSE OF THE CONSTRUCTION, THE

PERMITTEE OR ENGINEER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR

ISSUANCE OF A PERMIT AUTHORIZING CONSTRUCTION DOES NOT RELEASE THE DEVELOPER,

SUSPENSION OF WORK, AND THE NECESSARY MODIFICATION OR DEPARTURE AND TO

PUBLIC INTEREST REQUIRES A MODIFICATION OF (OR A DEPARTURE FROM) THE SPECIFICATIONS

DATE

DATE

SIGNATURER.C.E. No. / EXPIRATION DATE

CUBIC YARDS

MAXIMUM DEPTH OF FILL

CUBIC YARDS

FEET

FEET

ESTIMATED VOLUME OF CUT

ESTIMATED VOLUME OF FILL

3.

1.

PURPOSE OF GRADING AND DRAINAGE PLAN ILLUSTRATES PROPOSED

SINGLE FAMILY CUSTOM HOME AND THE REQUIRED GRADING.

SCOPE OF WORK

ELEVATION = 100.00'

SPECIFICATIONS; 2) THE COUNTY OF SANTA CLARA STANDARD DETAILS; 3) THE COUNTY

THESE REPORTS ARE SUPPLEMENTED BY:

APPROXIMATE EARTHWORK QUANTITIES

DESCRIPTION CUT FILL

ON SITE DRIVEWAY

OFF SITE DRIVEWAY AND TURNAROUND

THIS PLAN AUTHORIZES THE REMOVAL OF ONLY THOSE TREES WITH TRUNK DIAMETERS GREATER6.

THAN 12 INCHES MEASURED 4.5 FEET ABOVE THE GROUND THAT ARE SHOWN TO BE REMOVED

UNLESS AN AMENDED PLAN IS APPROVED OR A SEPARATE TREE REMOVAL PERMIT IS OBTAINED

FROM THE PLANNING OFFICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT REMOVAL

OF ADDITIONAL TREES HAS BEEN PERMITTED.

24 HOURS BEFORE FEGINNING UNDERGROUND WORK FOR VERIFICATION OF THE LOCATION OF

CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 800-227-2600 A MINIMUM

UNDERGROUND UTILITIES.

UTILITY LOCATION, TRENCHING & BACKFILL

1.

-IMPORTED MATERIALS

EXCESS MATERIALS

CUBIC YARDS

CUBIC YARDS

ALL EXCESS GRADING MATERIALS SHALL BE DISPOSED AT A COUNTY APPROVED DUMP SITE.6.

, FILE(S) No.

R.C.E. No. / EXPIRATION DATESIGNATURE

AS-BUILT PLAN STATEMENT

THIS IS A TRUE COPY OF THE AS-BUILT PLANS. THERE ( WERE) ( WERE NOT)

MINOR FIELD CHANGES--MARKED WITH . THERE ( WERE) ( WERE NOT)

PLAN REVISIONS INDICATING SIGNIFICANT CHANGES REVIEWED BY THE COUNTY ENGINEER

AND MARKED WITH THE SYMBOL .

DATE

SIGNATURE

NOTE: THIS STATEMENT IS TO BE SIGNED BY THE PERSON AUTHORIZED BY THE COUNTY

ENGINEER TO PERFORM THE INSPECTION WORK. A REPRODUCIBLE COPY OF THE AS-BUILT

PLANS MUST BE FURNISHED TO THE COUNTY ENGINEER AFTER CONSTRUCTION.

BEARINGS SHOWN ON THIS MAP.

SANTA CLARA, STATE OF CALIFORNIA WAS TAKEN AS THE BASIS OF

THE BEARING N 85° 00' 49" E OF THE CENTERLINE OF CLAYTON ROAD

IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF

AS SHOWN ON THE PARCEL MAP BOOK 644 OF MAPS AT PAGE 24

BASIS OF BEARING

NAME

NAME

ANDREW E. ARNOLD

CHRISTOPHER L. FREITAS

RCE 66537 EXP. 06/30/2016

RCE 42107 EXP. 03/31/2016

NOTES:

THE WATER AND SANITARY UTILITIES SHOWN ON THESE PLANS ARE SHOWN

1.

FOR REFERENCE ONLY.

SHALL BE RESEEDED IN CONFORMANCE WITH THE COUNTY GRADING ORDINANCE

PRIOR TO GRADING COMPLETION AND RELEASE OF BOND, ALL GRADED AREAS

2.

TO MINIMIZE THE VISUAL IMPACTS OF THE GRADED SLOPES AND REDUCE THE

POTENTIAL FOR EROSION ON THE SUBJECT SITE.

ROADWAYS DESIGNATED AS NOT COUNTY MAINTAINED ROADS AS SHOWN UPON

3.

THIS PLAN WILL NOT BE ELIGIBLE FOR COUNTY MAINTENANCE UNTIL THE ROADWAYS

ARE IMPROVED (AT NO COST TO THE COUNTY) TO PUBLIC MAINTENANCE ROAD

STANDARDS APPROVED BY THE BOARD OF SUPERVISORS AND IN EFFECT AT SUCH TIME

THAT THE ROADWAYS ARE CONSIDERED FOR ACCEPTANCE INTO THE COUNTY'S ROAD SYSTEM.

4. A CONSTRUCTION OBSERVATION LETTER FROM THE RESPONSIBLE GEOTECHNICAL ENGINEER

DETAILING CONSTRUCTION OBSERVATIONS AND CERTIFYING THAT THE WORK WAS DONE IN

ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT SHALL BE SUBMITTED

PRIOR TO GRADING COMPLETION AND RELEASE OF BOND.

COUNTY OF SANTA CLARA

Development Services Office

Land Development Engineering Division

Construction Permit No.:

Issued by: Date:


TITLE SHEET

SITE

SITE

LANDSCAPE AND COURTYARD

GRADING IN EASEMENT OFF SITE

BUILDING PAD

0 cu. yd.800 cu. yd.



130 cu. yd.200 cu. yd.

210 cu. yd.90 cu. yd.

2025

390

1635

10

10

PRO RATA SHARE OF PRIVATE ROAD 50 cu. yd.50 cu. yd.

G-1

DRIVEWAY PLAN

DRIVEWAY PLAN


N 85°00'49" E 181.50'

N 04°59'11" W

240.

00'

N 85°00'49" E

PROPOSED

N 04°59'11" W

240.

00'

N 85°00'49" E 181.50'

S 29°46'29" W

S 19°52'04" W

S 06°16'49" W

S 10°30'38" E

N 37°00'38" W

N 40°13'48" W

N 32°34'37" W

89.5

3'

72.7

7'

78.1

3'

87.57'

210.28'

261.85'

141.65'

N 85°00'49" E 180.97'N 85°00'49" E 119.90'N 84°49'19" E 127.81'N 85°22'39" E 176.25'

N 85°00'49" E 275.57'

S 47°48'31" E

23.90'48.60'

S 66°03'1

8" W

476.15'

S 03°15'00" W

672.

58'

N 84°49'19" EN 85°22'39" E

BUILDING

APN 612-37-015

APN 612-37-017

APN 612-37-016

16'

R/W

15'

20'

DRIVEWAY

DR

IVE

WA

Y

LANDS OF BANSAL

LANDS OF BANSAL

LANDS OF McCLAIN

OUTLINE

5'

PROPOSEDDRIVEWAY

R/W

CLAYTON ROAD(CITY OF SAN JOSE MAINTAINED)

CLAYTON ROAD

(SANTA CLARA COUNTY MAINTAINED)

25'

25' 30'

72.50'TYPE B

TURNAROUND

G-2

PROPOSEDDRIVEWAY/TURNAROUND

AREA OFWORK

PROPOSED 45' EASEMENTFOR INGRESS, EGRESSAND UTILITIES PURPOSES

29'

13' WESTERLY PORTION OFBLANKET EASEMENT 128 D 166

4' PER 3986 D 381

9' PER 5513 D 576

16' PRIVATE ROAD (123 D 42)

20'

R/W

CENTERLINE PROPOSED PRO-RATA SHAREIMPROVEMENTS-CONSTRUCT 21' WIDE 312 L.F.OF NEW ROADWAY CONFORMING TO COUNTYSTANDARD DETAIL SD2, SEE SHEETS G-3, G-4,AND DETAIL 3/G-6


60.00'

G-3

22.50'20.00'

12.0

0'

30.00'

89.5' (P)

65' (P)

60' (P)65' (P)

60' (P)

65' (S)

60' (S)65' (S)

60' (S)

15.0

0'15

.00'

3/G-4

2/G-4

3/G-42/G-4

8" D

IA. S

DR

35 P

VC

12.5

0'

DS

DS

DS

DS

DS

DS

4/G-4

4/G-4

5/G-4

PRIV

ATE

ROAD

25.0

0'

5'3'

85.00'

UPPER F.F.=164.5' PAD=162.5'LOWER F.F.=154.5' PAD=153.0'

PROPOSED 3 BEDROOMSINGLE FAMILY HOUSE

DRIVEWAY

30.00'SETBACK

30.00'SETBACK

30.0

0'S

ETB

AC

K

AREA DRAIN AS NOTED PER 4 AND 7/G-6

CATCH BASIN AS NOTED PER 10/G-6

EDGE ROAD

S=IL/A x (100)S=AVERAGE SLOPE IN PERCENTI=CONTOUR INTERVAL (FEET)L=TOTAL COMBINED LENGTH OF CONTOURS (FEET)A=AREA OF DEVELOPED AREA (SQUARE FEET)

S=IL/A x (100) = 2 ft. x 6140 ft./43560 sq. ft. x 100 = 28.2%

FLOOR AREA RATIO = 4450 sq. ft./43560 sq. ft. = 10.2%

STORM DRAIN/SITE DRAINAGE

OVERHEAD SERVICE LINE

WATER LINE

CENTERLINE STREET

PROPERTY LINE

FENCE LINE

EXISTING CONTOUR LINE

SPOT ELEVATION

CURB AND GUTTER

RETAINING WALL PER LANDSCAPE PLAN

DIRECTION OF SURFACE FLOW

CLEANOUT

65.0'FINISH GRADE/FINISH ELEVATION

ROOF DOWNSPOUT TO CLOSED SYSTEM

COURTYARD

DRIVEWAY DRIVEWAY

72.50'TYPE B TURNAROUND

25.0

0'

GRADING ANDDRAINAGE/SEPTIC SYSTEMPLAN1. THIS IS A TOPOGRAPHIC MAP, NOT A BOUNDARY SURVEY.

ALL BOUNDARY LINES SHOWN ARE APPROXIMATE AND

SHOULD BE FIELD VERIFIED AS REQUIRED.

2. GEOTECHNICAL SOILS INVESTIGATION PREPARED BY

ASSOCIATED TERRA CONSULTANTS, INC. FILE NUMBER

178831, DATED SEPTEMBER 11, 2002. SEE ALSO UPDATE

LETTER DATED FEBRUARY 4, 2013.

3. PROPOSED DEVELOPED AREA IS ASSUMED AS THE

ENTIRE LOT AREA FOR PRELIMINARY PURPOSES FOR

SLOPE CALCULATION.

4. PROPOSED HOUSE SHALL BE 3 BEDROOM AND 4,450

SQUARE FEET MAXIMUM.

5. NO WELLS ARE LOCATED WITHIN 100 FEET OF THE

PROPERTY.

6. DOMESTIC WATER SHALL BE PROVIDED BY SAN JOSE

WATER COMPANY.

7. TOTAL PRIMARY AND SECONDARY LEACH FIELD LENGTH

REQUIRED = 490' PER PERCOLATION TESTS. A POPOVER

SYSTEM IS REQUIRED FOR THIS SITE, SEE DETAIL 5/G-5.

8. AVOID PLANTING TREES WITHIN THE DRAINFIELD OR

ADJACENT TO THE SEPTIC TANK. THERE SHALL BE NO

GRADING ACTIVITY WITHIN 10' OF THE PROPOSED

LEACHFIELDS.

9. SEPTIC SYSTEM INSTALLER MUST CONTACT ASSOCIATED

TERRA CONSULTANTS AT (408) 866-1047 AND THE COUNTY

DEPARTMENT OF ENVIRONMENTAL HEALTH AT (408)

918-3400 48 HOURS PRIOR TO BEGINNING WORK.

10. THE OWNER HAS SECURED A WILL SERVE DOCUMENT

FOR THE EXISTING FIRE HYDRANT LOCATED ACROSS THE

STREET FROM THE PROPERTY AT THE SOUTH SIDE OF

CLAYTON ROAD. THE EXISTING FIRE HYDRANT SHALL BE

VERIFIED TO COMPLY WITH THE MINIMUM FLOW RATES

AND PRESSURES REQUIRED BY THE FIRE MARSHAL.

11. LARGE TREES ON THE PROPERTY MUST MAINTAIN A

MINIMUM SETBACK OF 15 FEET BETWEEN LEACHLINES

AND TREES OVER 18 INCHES IN DIAMETER ME3ASURED

AT A HEIGHT OF 48" ABOVE THE GROUND.

NOTES:

LEGEND:

12" JOINTTRENCH

CLAYTON ROAD(CITY OF SAN JOSE MAINTAINED)

CLAYTON ROAD

(SANTA CLARA COUNTY MAINTAINED)

1/G-4

.1

PERCOLATION TEST HOLE AND NUMBER

WITH STABILIZED PERCOLATION RATE

NOTED IN MPI PER TESTS DATED 02/04/03

SURVEY CONTROL POINT/

TEMPORARY BENCHMARK

1/G-4

FINISH CONTOUR LINE

CENTER OF TREE W/ TRUNK

DIAMETER IN INCHES. SPECIES

NOTED WHEN KNOWN.

1/G

-4.1

1/G-4

5/G-4 4" DIA. SDR35 PVC DOWNSPOUT LATERAL

TO 6" DIA. SDR35 PVC STORMDRAIN LINE

15' M

IN.

±25.00' TOPROP. LINE

±28', 10' MIN. TOJOINT TRENCH

G-4

GRADING

SECTIONS

APPROVED FOR ISSUANCEREFER TO ENCROACHMENT AND/ORCONSTRUCTION PERMIT AND PLANCOVER SHEET FOR SPECIALCONDITIONS AND PERMIT NUMBERS


4/-3/- 5/-

1/-

1/-

1/-

5

SECTION

SCALE: 1"=10'-0" H:V

4

SECTION

SCALE: 1"=10'-0" H:V

2

SECTION

SCALE: 1"=20'-0" H:V

3

SECTION

SCALE: 1"=20'-0" H:V

1

DRIVEWAY PROFILE

SCALE: 1"=20'-0" H:V

PROPERTY LINE

PROPERTY

LINE

PROPERTY LINE

PROPERTY LINE

SETBACK LINE

PROPERTY LINE

SETBACK LINE

CLAYTON ROAD

L

C

SETBACK LINEPROPERTY LINE

PROPERTY LINE

SETBACK LINE

CLAYTON ROAD

L

C

G-4.1

GRADING

SECTIONS

APPROVED FOR ISSUANCEREFER TO ENCROACHMENT AND/ORCONSTRUCTION PERMIT AND PLANCOVER SHEET FOR SPECIALCONDITIONS AND PERMIT NUMBERS


A

PRIVATE ROAD

SCALE: 1"=20'-0" H:V

1

STA. 0+10

SCALE: 1"=10'-0" H:V

2

STA. 0+86

SCALE: 1"=10'-0" H:V

3

STA. 1+61

SCALE: 1"=10'-0" H:V

4

STA. 2+42

SCALE: 1"=10'-0" H:V

NTS

1

- REMOVE SEDIMENT BEHIND THE BARRIER WHEN IT REACHES A DEPTH OF 6 INCHES.

NOTE: IF DIKE IS CONSTRUCTED AT THE TOP OF SLOPE, PLACE IT 6'

- INSPECT WEEKLY AND AFTER EACH RAIN.

MINIMUM AWAY FROM THE SLOPE IF POSSIBLE.

MAINTENANCE

UNDISTURBED GROUND

1" Ø POLES AT 48" O.C.

INTO EXISTING SOIL

GEO-FABRIC SILTATION FENCING

EMBED GEO-FABRIC 4" MIN.

FLOW

18"

18"

NTS

3NTS

5

6

NTS

NTS

10

12

ORIGINAL GROUND SURFACE

BENCH 6' MINIMUM

KEY (1' MIN.)

COMPACTED FILL

SLOPE NOT TO EXCEED 2:1

OR PER SOILS REPORT

OR PER SOILS REPORT

SLOPE TOWARD DRAINS

2% MIN. IF REQ'D

ADD BENCH DRAINS

SUBGRADE AT 90% MIN. RELATIVE COMPACTION

AT 95% RELATIVE COMPACTION

9" CLASS II AGGREGATE BASE

3" ASPHALT CONCRETE

NTS

NTS

NTS

11

4


NTS

2NTSNTS

G-5

GRADING

DETAILS

12" CLAY CAP

EQ. EQ.

6'-0"

6'-0"

DETENTION SYSTEM TRENCH

W/ 3/4" CLEAN CRUSHED DRAIN

ROCK WRAPPED IN FILTER

FABRIC-MIRAFI 140N OR EQUAL

24" DIA. HDPE PIPE

W/ 1/4" DIA. HOLES

DRILLED AT 8" O.C.

ALONG CIRCUMFERENCE

AT 12" INTERVALS, TYP.

EQ.

EQ.

2" ROCK OVER

18"

PIPE

LEACHLINE PAPER/

UNTREATED BUILDING

6'-0

" D

EE

P M

IN

.

4'-0

" M

IN

. C

OV

ER

PAPER

4" DIA. PERFORATED

DRAINPIPE, TYP.

3/4" TO 2 1/2"

WASHED DRAINROCK

24"

DRILLED PIERS PER

P.T. BOARDS, S.S.D.

6"

DRAIN ROCK AND

FILTER FABRIC PER

SOILS REPORT

POST, S.S.D.

STRUCTURAL DRAWINGS

SEE ALSO GEOTECHNICAL REPORT FOR DRAINAGE RECOMMENDATIONS

6"

4" DIA. PERFORATED PIPE,

TY

P.

PILE RETAINING WALL

WOODEN SOLDIER

RETAINING WALL

CONCRETE

4" DIA. PERFORATED PIPE

AND FILTER FABRIC, SEE

ALSO GEOTECH REPORT

FOR SUPPLEMENTAL DRAINAGE

REQUIREMENTS

WATERSTOP,

WATERPROOFING

MEMBRANE

TYP. AT COLD

DRILLED PIERS AND FTG.

PER STRUCTURAL DRAWINGS

6"

TY

P.

SEE DETAIL 5/- FOR DRAINFIELD POPOVER

TEE CONNECTION, TYP.

LEACHLINE AS REQUIRED

PER PLAN, SEE 3/- FOR DEPTH

AND SLOPE REQUIREMENTS

48" MIN.

15' TYP. SEE PLAN FOR SPACING

OVERFLOW PIPE MUST BE

AT LEAST 4" LOWER THAN

SEPTIC TANK OUTLET, TYP.

EXISTING GRADE

LEACHLINE PAPER/

UNTREATED BUILDING

PAPER, TYP.

TIGHT LINE, TYP.

TEE CONNECTION, TYP.

SEE 3/-

48" MIN.

SEE 3/-

SEE DETAILS 3 AND 11/- FOR INFO.

NOT SHOWN

ADD SUBDRAINS AT THE DISCRETION OF THE GRADING

OFFICIAL AND/OR GEOTECHNICAL ENGINEER, TYP.

UTILITY BOX

(EXTEND INSPECTION PIPE

AS NECESSARY TO MATCH

FINAL GRADE

INSPECTION WELL

4" NON-PERFORATED

PLASTIC DRAINPIPE WITH

SLOTS OR HOLES DRILLED

THROUGHOUT DRAIN

ROCK DEPTH

NTS

1NTS

3NTS

6

NTS

NTSNTS

4


G-6

GRADING

DETAILS

10" DEEP OF 1"-2" MEAN SIZED

FILTER FABRIC

RIP RAP/ROCK

FOR AREA DRAIN (AD) USE NDS

90B 6" BRASS ATRIUM GRATE

TOP OF GRATE ELEV SHOWN ON PLANS

4" SDR-35 PVC

SDR-35 PVC REDUCER

SDR-35 PVC 45° BEND FITTING

SIZE AS SPECIFIED ON PLANS

SDR-35 PVC WYE FITTING

FLOW

IN-LINE

FOR AREA DRAIN (AD) USE NDS

90B 6" BRASS ATRIUM GRATE


6" SDR-35 PVC 90° ELL

INVERT ELEV AS

DESIGNATED ON THE PLAN

END OF LINE

NOTE:

GLUED FITTINGS MAY BE SUBSTITUTED

FOR GASKETED FITTINGS AT THE OPTION

OF THE INSTALLATION CONTRACTOR

1'-6

" M

IN

.

NOTE:

GLUED FITTINGS MAY BE SUBSTITUTED

FOR GASKETED FITTINGS AT THE OPTION

OF THE INSTALLATION CONTRACTOR

IN-LINE

END OF LINE

18

" M

IN

.

6"

FLOW

FLOW

FLOW


FOR AREA DRAIN (AD) USE CHRISTY V1

DRAIN BOX WITH V1-71C CAST IRON GRATE

GROUT

4" SDR-35 PVC

SDR-35 PVC REDUCER

SDR-35 PVC 45° BEND FITTING

SIZE AS SPECIFIED ON PLANS

SDR-35 PVC WYE FITTING

FOR AREA DRAIN (AD) USE CHRISTY V1

DRAIN BOX WITH V1-71C CAST IRON GRATE

GROUT

4"x6" SDR-35 PVC 90° ELL

INVERT ELEV AS

DESIGNATED ON THE PLAN

7

9

10

12

NOTE:

CONTRACTOR SHALL NOTIFY

OWNER IN WRITING OF THE

NEED FOR PERIODIC AND

REGULAR INSPECTION AND

CLEARING OF SILT BASINS FOR

LONG TERM PERFORMANCE

OPEN GRATE

CHRISTY V-24 OR SIMILAR

SILT BASIN

DRAINROCK BED. USE

3

4

" CLEAN

CRUSHED DRAINROCK W/ MIRAFI

140-N FILTER FABRIC

IN

OU

T

1' C

LE

AR

1'

IN

NTSNTS

NTS

THE EXACT LAYOUT CANNOT BE CONSTRUCTED DUE TO THE

EXISTING FIELD CONDITIONS AND ADJACENT PROPERTY

RESTRAINTS, SEE DETAIL 12/- FOR PROPOSED DESIGN

NTS

PROPERTY LINE

EDGE OF EXISTING ROAD

STA. 3+12

EASEMENT, SEE G-2

RETENTION SWALE,

SEE G-3

DRIVEWAY

A.B. SHOULDER

LANDS OF MCLAIN

LANDS OF BANSAL

PR

IV

AT

E A

CC

ES

S R

OA

D

A.B. SHOULDER

DRIVEWAY

APPROACH

PER SD4

A.C. CURB

A.C. CURB

A.B. SHOULDER

A.C. CURB

EASEMENT, SEE G-2

DRIVEWAY

A.B. SHOULDER

LANDS OF MCLAIN

LANDS OF BANSAL

PR

IV

AT

E A

CC

ES

S R

OA

D

Documents

BUILDING SITE APPROVAL/ GRADING AND DRAINAGE ......A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELEVATIONS A6 CROSS SECTION G-6 GRADING DETAILS C1-NEW DRIVEWAY AND TURNAROUND WILL BE CONSTRUCTED