san jose evergreen community college district … 0155 evc maint bldg... · dip ductile iron pipe...

G-001

PS MT

SDLH

AS SHOWN

1This Drawing shall not be used

for Construction unless Signed

and Sealed For Construction

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Title

Project

Client

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Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: CAD File No:5 April 2016 - 2:01 PM E:\Projects\Evergreen College\06-CAD\Sheets\8412043 G001.dwg

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Pat Scheetz

Project No.

Sht of

Reuse of Documents

This document and the ideas and designs incorporated

herein, as an instrument of professional service, is the

property of GHD Inc. and shall not be reused in whole or

in part for any other project without GHD Inc.'s written

authorization. © GHD Inc. 2016

APRIL 5, 2016 #32307-015

505 Montgomery Street Suite 2300 San Francisco California 94111 USA

T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

40 SOUTH MARKET STREET, SAN JOSE, CA 95113 REVIEW BY DESIGN BY

SAN JOSE EVERGREEN COMMUNITY COLLEGE DISTRICT

EVERGREEN VALLEY COLLEGE

PROJECT NUMBER 32307-01

MAINTENANCE BUILDING SANITARY SEWER TIE-IN

APRIL 5, 2016

PROJECT

LOCATION

LOCATION MAP

NOT TO SCALE

N

VICINITY MAP

NOT TO SCALE

N

PROJECT

LOCATION

CAMPUS MAP

NOT TO SCALE

PROJECT

LOCATION

GEOTECHNICAL CONSULTANT:

NINYO & MOORE

1956 WEBSTER STREET, SUITE 400

OAKLAND, CA 94612

(510) 343-3000

G-002

PS MT

SDLH

AS SHOWN




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Client

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Design


Plot Date: CAD File No:5 April 2016 - 2:00 PM E:\Projects\Evergreen College\06-CAD\Sheets\8412043 G002.dwg

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Pat Scheetz

Project No.

Sht of

Reuse of Documents






APRIL 5, 2016 #32307-015


T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com


CIVIL ABBREVIATIONS CIVIL SYMBOLS LEGEND

IRRIGATION BOX

GAS METER

GAS VALVE

WATER METER

WATER VALVE

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

WATER TAPPING SADDLE

SEWER MANHOLE

SEWER CLEANOUT

SEWER LAMP HOLE

SEWER VENT

STORM DRAIN MANHOLE

CATCH BASIN

CURB INLET

DRAINAGE INLET

STORM DRAIN CLEANOUT

ELECTRIC VAULT COVER

PULL BOX

HIGH VOLTAGE ELECTRIC

TELEPHONE MANHOLE

POWER POLE

GUY WIRE & ANCHOR

JOINT POLE

STREET LIGHT

ELECTROLIER

TRAFFIC SIGNAL

TRAFFIC SIGNAL

PEDESTRIAN LIGHT

PEDESTRIAN PUSH BUTTON

CROSSWALK DETECTOR

STREET LIGHT PULLBOX

SIGN (AS NOTED)

WHEELCHAIR RAMP

POTHOLE LOCATION

AND NUMBER

BUILDING FACE

AIR RELEASE VALVE

BOLLARD

BUTTERFLY VALVE

SURVEY CONTROL POINT

6" CURB & GUTTER

EDGE OF AC PAVEMENT

6" VERTICAL CURB

DOMESTIC WATER MAIN

ELECTRIC LINE

FIRE WATER MAIN

FUEL LINE & FLOW

GAS LINE

IRRIGATION LINE

OVERHEAD WIRES

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

RECYCLED WATER

SANITARY SEWER LINE

SANITARY SEWER FORCE MAIN

STEAM PIPE

STORM DRAIN LINE

STREET LIGHT CONDUIT

TELECOMMUNICATIONS

TELEPHONE LINE

TELEVISION LINE

WATER LINE

UNDERGROUND ELECTRIC

JET FUEL PIPE

TRENCH DRAIN

WOOD FENCE

SILT FENCE

CHAIN LINK FENCE

FLOW LINE

CONTOUR ELEVATION LINE

CENTER LINE

PROPERTY LINE

MONUMENT LINE

EASEMENT LINE

FINISH GRADE

SURFACE DRAINAGE SLOPE

SPOT ELEVATION

GRADE BREAK

LIMIT OF WORK/GRADING

STATION LINE

C

D

F

NEW EXISTING

C

D

F

CO

NEW EXISTING

ANNOTATION2+00

DETAIL

NUMBER

1

X-501

A

X-101

SHEET NUMBER

ON WHICH DETAIL

APPEARS

SECTION

LETTER

SHEET NUMBER

ON WHICH SECTION

APPEARS

DETAIL INDICATORSECTION INDICATOR

1

1

KEYNOTE CALLOUT

DEMOLITION CALLOUT

1. ABBREVIATIONS AND SYMBOLS ON THIS SHEET APPLY ONLY TO THE CIVIL DRAWINGS, REFER TO OTHER DISCIPLINES FOR APPLICABLE ABBREVIATIONS AND

SYMBOLS NOT PROVIDED HERE.

2. THIS IS A STANDARD ABBREVIATION AND LEGEND SHEET, THEREFORE, SOME ABBREVIATIONS AND LEGEND SYMBOLS MAY APPEAR ON THIS SHEET AND MAY

NOT BE UTILIZED ON THIS PROJECT.

3. DO NOT SCALE DRAWINGS.

GENERAL SHEET NOTES

Ø DIAMETER

AB AGGREGATE BASE

ABDN ABANDONED

AC ACRE, ASPHALT CONCRETE

ACP ASBESTOS CEMENT PIPE

ACM ASBESTOS CONTAINING MATERIAL

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ALGN ALIGNMENT

ARV AIR RELEASE VALVE

ASB AGGREGATE SUBBASE

ASPH ASPHALT

BC BEGIN CURVE

BEG BEGIN

BFP BACK FLOW PREVENTER

BLDC BUILDING CORNER

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICES

BOD BOTTOM OF DOCK

BOL BOLLARD

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW FINISHED GRADE AT BOTTOM OF WALL

C CONCRETE OR CIVIL

CB CATCH BASIN

C&G CURB AND GUTTER

CG&S/W CURB, GUTTER & SIDEWALK

CI CAST IRON OR CURB INLET

CIP CAST IRON PIPE

CL CENTERLINE

CLR CLEAR

CMN COMMUNICATION

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONST CONSTRUCTION OR CONSTRUCT

CONF CONFORM TO EXISTING

CR CONDENSATE RETURN

CU CUBIC

CWSC CALIFORNIA WATER SERVICE COMPANY

CY CUBIC YARD

D= DELTA (CURVE)

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DOM DOMESTIC

DW DOMESTIC WATER

DWG DRAWING

E EASTING COORDINATE, ELECTRIC

EC END CURVE

EG EXISTING GRADE

EL, ELEV ELEVATION

ELEC ELECTRICAL

EP EDGE OF PAVEMENT

EVA EMERGENCY VEHICLE ACCESS

EX,EXIST, EXISTING

(E)

(F) FUTURE

FA FIRE ALARM

F/C,FC FACE OF CURB

FD FOUND

FDC FIRE DEPARTMENT CONNECTION

FF,FFE FINISHED FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE, FLANGE

FOUND FOUNDATION

FS FINISHED SURFACE

FT FOOT, FEET

FW FIRE WATER

G GAS, GROUND ELEVATION

GB GRADE BREAK

GCS GROUND CONTROL STATION

GDT GROUND DATA TERMINAL

GI GALVANIZED IRON

GI GREASE INTERCEPTOR

GRD, G GROUND

GV GATE VALVE

HC HANDICAP

HCR HANDICAP ACCESSIBLE RAMP

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HT HEIGHT

HP HIGH POINT

INV INVERT

INST INSTALL

IRR IRRIGATION

JP JOINT POLE

JT JOINT TRENCH

L LEFT

L= LENGTH (CURVE)

LF LINEAR FEET

LAT LATERAL

LIP LIP OF GUTTER

LP LIGHT POLE, LOW POINT

LPFH FIRE HYDRANT

LS LANDSCAPE

LSA LANDSCAPE ARCHITECT

MA MEDICAL AIR

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

MF MEDIA FILTER

MH MANHOLE

MIN MINIMUM

MPVC MIDPOINT OF VERTICAL CURVE

MON MONUMENT

N NORTHING COORDINATE

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OHE OVERHEAD ELECTRIC

O.R. OFFICIAL RECORDS

(P) PROPOSED

P PAVEMENT ELEVATION

PA PLANTER AREA

PB PULL BOX

PCC POINT OF COMPOUND CURVATURE

PORTLAND CEMENT CONCRETE

PE PLAIN END

PED PEDESTRIAN

PERF PERFORATED

PH POTHOLE

PID POINT ID

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PM PARKING METER

PMH POWER MANHOLE

POC POINT ON CURVE

POI POINT OF INTERSECTION

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRUE PRIVATE UTILITY EASEMENT

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE PIPE

R RIGHT

R= RADIUS (CURVE)

RC RELATIVE COMPACTION

RCP REINFORCED CONCRETE PIPE

RIM RIM ELEVATION

RJ RESTRAINED JOINT

RP RADIUS POINT

RPBFP REDUCED PRESSURE BACKFLOW

PREVENTER

RPPA REDUCED PRESSURE PRINCIPLE

ASSEMBLY

RSC RECEIVING AND SUPPORT CENTER

R/W, ROW RIGHT OF WAY

S SOUTH, SLOPE

SB SEDIMENT BASIN

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDI STORM DRAIN INLET

SDMH STORM DRAIN MANHOLE

SDCO STORM DRAIN CLEANOUT

SF SILT FENCE

SG SUBGRADE

SHLDR SHOULDER

SHT SHEET

SL STREETLIGHT

SMH SIGNAL MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSFM SANITARY SEWER FORCE MAIN

SSMH SANITARY SEWER MANHOLE

SSPS SANITARY SEWER PUMP STATION

STA STATION

STD STANDARD

S/W SIDEWALK

T TELEPHONE

TC TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TFC TOP FACE OF CURB

TG TOP OF GRATE ELEVATION

THK THICK

TOD TOP OF DOCK

TOE TOE OF SLOPE

TRC TOP OF ROLLED CURB

TW,TOW TOP OF WALL

TS TOP OF SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

U/G UNDERGROUND

VC VERTICAL CURVE

W WEST, WATER

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

YDS YARDS

SHEET INDEX

G-003

PS MT

SDLH

AS SHOWN




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Plot Date: CAD File No:13 July 2016 - 12:27 PM \\ghdnet\ghd\US\San Francisco\Projects\84\12043\06-CAD\Sheets\8412043 G003.dwg

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Michael Mitchell

Project No.

Sht of

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APRIL 5, 2016 #32307-015


T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com

3095 YERBA BUENA ROAD, SAN JOSE, CA 95135 REVIEW BY DESIGN BY

GENERAL NOTES

1. GENERAL

1.1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE

OSHA REGULATIONS.

1.2. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT OR REPRESENTATIVE

ON SITE AT ALL TIMES DURING CONSTRUCTION.

1.3. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH ALL

CONDITIONS CONTAINED IN PROJECT RELATED PERMITS AND IN

OBTAINING ANY OTHER PERMITS THAT MAY BE REQUIRED.

1.4. CONTRACTOR SHALL CONDUCT FIELD REVIEW AND VERIFY ALL LINES,

LEVELS AND CONDITIONS PRIOR TO BEGINNING OF ANY WORK. SUBMIT

TO DISTRICT A LIST OF IDENTIFIED PROBLEM AREAS. CONTRACTOR SHALL

VERIFY ALL EXISTING UTILITIES AND COORDINATE WITH DISTRICT

REGARDING THE RELOCATION OF EXISTING UTILITIES AS NEEDED.

1.5. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE

PROJECT, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR

UNLESS OTHERWISE NOTED.

1.6. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY

ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL

ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,

INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

1.7. EXISTING FACILITIES INCLUDING ROADS, WALLS, FENCES AND

STRUCTURES DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE

RESTORED TO MATCH ORIGINAL CONDITION TO THE SATISFACTION OF

THE DISTRICT WITHOUT ADDITIONAL COST TO THE DISTRICT.

2. CONTRACTOR SHALL FOLLOW RECOMMENDATIONS PER THE GEOTECHNICAL

REPORT "CORRECTIVE ACTION PLAN, EVERGREEEN VALLEY COLLEGE

MAINTENANCE BUILDING, SAN JOSE, CALIFORNIA" PREPARED BY NINYO &

MOORE, DATED MARCH 25, 2016, 1956 WEBSTER STREET, SUITE 400, OAKLAND,

CA 94612. PHONE (510) 343-3000.

3. CONSTRUCTION

3.1. SOME CONSTRUCTION ELEMENTS WILL REQUIRE PERFORMANCE OF

PRE-CONSTRUCTION CLEARANCE SURVEYS AND, IN SOME CASES, DAILY

MONITORING FOR SPECIAL STATUS SPECIES BY QUALIFIED BIOLOGISTS.

3.2. HOURS OF WORK

3.2.1. THE CONTRACTOR SHALL CONDUCT ALL WORK BETWEEN THE HOURS

OF 0730 AND 1800, MONDAY THROUGH FRIDAY, UNLESS AUTHORIZED

BY DISTRICT. NO EQUIPMENT ENGINES OR OTHER NOISE

GENERATING ACTIVITIES SHALL BE STARTED PRIOR TO 0745 OR

CONTINUE PAST 1600, MONDAY THROUGH FRIDAY. WEEKEND AND

HOLIDAY WORK WILL ONLY BE CONDUCTED AFTER PRIOR

AUTHORIZATION FROM THE DISTRICT.

3.3. HOURS FOR EQUIPMENT DELIVERY

3.3.1. EQUIPMENT DELIVERY, SUPPLY DELIVERY AND SERVICE/FUELING

VEHICLES SHALL ONLY ENTER AND EXIT SITE WORK AREAS BY THE

APPROVED ACCESS ROADS DURING NORMAL WORKING HOURS.

EQUIPMENT DELIVERY, SUPPLY DELIVERY OR SERVICE/FUELING

VEHICLES SHALL ONLY OCCUR BETWEEN 0800 AND 1600, MONDAY

THROUGH FRIDAY.

3.4. DAILY COMMUNICATIONS

3.4.1. CONTRACTOR SHALL MAINTAIN FREQUENT COMMUNICATIONS, AT

LEAST DAILY, WITH THE DISTRICT OR HIS/HER AUTHORIZED

REPRESENTATIVE TO DISCUSS DETAILS OF IMPLEMENTATION, ORDER

OF WORK, METHODS OF MINIMIZING ENVIRONMENTAL IMPACTS AND

OTHER RELEVANT COMPONENTS OF CONSTRUCTION. THERE WILL BE

COMMUNICATION WITH THE ENVIRONMENTAL MONITOR AT LEAST

ONCE PER WEEK IN A MEETING WITH THE DISTRICT AND

CONTRACTOR REPRESENTATIVE.

3.5. OFF-SITE TRAFFIC RESTRICTIONS AND SITE ACCESS

3.5.1. THE DISTRICT WILL DOCUMENT DESIGNATED ROUTES AND ENTRY

POINTS FOR ACCESS TO THE SITE BY PERSONNEL AND EQUIPMENT.

NO OTHER ROUTE MAY BE USED WITHOUT PRIOR APPROVAL OF THE

DISTRICT. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL

NECESSARY SIGNS, BARRICADES, AND OTHER PROTECTIVE

FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE

PROTECTION, CONVEYANCE, AND SAFETY OF THE PUBLIC.

3.6. CLEANING, TRASH, DEBRIS, AND STORAGE

3.6.1. THE SITE WILL BE KEPT FREE OF TRASH AT ALL TIMES. ALL ITEMS

USED FOR CONSTRUCTION PURPOSES WILL BE REMOVED FROM THE

SITE AT THE COMPLETION OF CONSTRUCTION.

3.6.2. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON

STREETS WILL NOT BE PERMITTED.

3.6.3. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED

OR RINSED INTO A STREET, GUTTER OR STORM DRAIN.

3.6.4. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR

STORAGE OF CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS,

PESTICIDES, OR ANY OTHER MATERIALS THAT HAVE POTENTIAL FOR

BEING DISCHARGED TO THE STORM DRAIN SYSTEM BY WIND OR IN

THE EVENT OF A MATERIAL SPILL.

3.6.5. ALL TEMPORARY ON-SITE CONSTRUCTION PILES SHALL BE SECURELY

COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.

3.6.6. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL

NOT DISCHARGE WASH WATER INTO THE STREET GUTTERS OR

DRAINS.

3.7. UTILITY LOCATION

3.7.1. LOCATIONS OF ALL EXISTING UTILITIES MAY NOT BE SHOWN OR ARE

SHOWN AS APPROXIMATE ONLY. SURVEY SITE FOR KNOWN OR

UNKNOWN UTILITIES PRIOR TO START OF EXCAVATION. THE

CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR

THE UTILITIES. ANY AND ALL DAMAGE SHALL BE IMMEDIATELY

REPAIRED AND/OR RESTORED TO ITS ORIGINAL CONDITION BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE DISTRICT. UTILITIES

INCLUDE, BUT ARE NOT LIMITED TO ELECTRICAL, SEWER, WATER,

AND COMMUNICATION.

3.7.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

LOCATION, DEPTH AND HEIGHT. THEIR VERIFICATION SHALL BE

COORDINATED BY THE CONTRACTOR WITH THE APPROPRIATE

UTILITY COMPANY. THE CONTRACTOR SHALL COOPERATE WITH

UTILITY DISTRICTS TO EXPEDITE THE RELOCATION OR ADJUSTMENT

OF THEIR UTILITIES TO MINIMIZE INTERRUPTION OF SERVICE AND

DUPLICATION OF WORK. THE CONTRACTOR SHALL EXERCISE CARE

WHEN WORKING NEAR EXISTING UTILITIES AND SHALL BE

RESPONSIBLE FOR ALL DAMAGE, BREAKS AND/OR LEAKS. IF DAMAGE

OCCURS, THE CONTRACTOR SHALL REPAIR UTILITY AT NO

ADDITIONAL EXPENSE TO THE DISTRICT.

3.7.3. APPROXIMATE EXISTING UTILITY INFORMATION OBTAINED FROM 2012

TOPOGRAPHIC SURVEY BY UNDERWOOD AND ROSENBLUM, 2012

EVERGREEN COLLEGE UTILITY MAPPING BY CSW/ST2, AND 1991 SAN

JOSE EVERGREEN COMMUNITY COLLEGE WAREHOUSE PLANS.

3.8. PROPOSED MODIFICATIONS TO PLANS OR SPECIFICATIONS

3.8.1. ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS NEED TO BE

COMPLETED AND/OR APPROVED BY DESIGN ENGINEER PRIOR TO

IMPLEMENTATION. NO CHANGE IS ALLOWED WITHOUT

ARCHITECT/ENGINEER APPROVAL.

3.8.2. SHOULD DISCREPANCIES EXIST BETWEEN ANY ACTUAL ELEVATIONS

OR HORIZONTAL POSITIONS AND THESE PLANS, THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE DISTRICT.

4. PERMITTING

4.1. COMPLIANCE WITH REGULATORY PERMITS

4.1.1. THE CONTRACTOR SHALL COMPLETELY REVIEW, BE FAMILIAR WITH

AND ADHERE TO THE TERMS OF ALL PERMITS AND AGENCY

APPROVALS FOR THIS PROJECT. THE CONTRACTOR WILL BE

RESPONSIBLE FOR SECURING ALL PERMITS WHICH WILL REMAIN AT

THE PROJECT SITE THROUGHOUT THE DURATION OF CONSTRUCTION.

4.2. COMPLIANCE WITH CITY, COUNTY, AND STATE PERMITS

4.2.1. CONTRACTOR SHALL COMPLY WITH ALL CITY OF SAN JOSE AND

SANTA CLARA COUNTY MUNICIPAL CODES.

4.2.2. CONTRACTOR IS RESPONSIBLE FOR ASSISTING WITH ACQUISITION OF

AND COMPLIANCE WITH ANY RELEVANT CITY, COUNTY, OR STATE

PERMITS NEEDED FOR THE PROPOSED CONSTRUCTION ACTIVITIES

INCLUDING TRAFFIC AND ENCROACHMENT PERMITS RELATED TO THE

DELIVERY AND HAULING OF CONSTRUCTION EQUIPMENT AND

MATERIALS, AND TRAFFIC CONTROL MEASURES (TRAFFIC SAFETY

PLAN). THE CONTRACTOR MUST FOLLOW ALL PERTINENT

REQUIREMENTS FOR HAULING LARGE VEHICLES OR EQUIPMENT TO

THE PROJECT SITE. IF A COUNTY, STATE, OR CITY ROAD IS USED FOR

HEAVY EQUIPMENT TRANSPORT OR WIDE LOADS, PERTINENT

CLEARANCES MUST BE OBTAINED.

5. ENVIRONMENTAL

5.1. AIR QUALITY AND CONSTRUCTION NOISE RESTRICTIONS

5.1.1. THE CONTRACTOR AT HIS/HER OWN EXPENSE SHALL KEEP THE

PROJECT AREA AND SURROUNDING AREAS FREE FROM DUST

NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR

POLLUTION STANDARDS AND REGULATIONS OF THE STATE OF

CALIFORNIA, DEPARTMENT OF PUBLIC HEALTH. THE STATE SHALL

INDICATE SUPPLEMENTARY MEASURES IF REQUIRED.

5.1.2. THE CONTRACTOR SHALL IMPLEMENT MEASURES TO REDUCE

CONSTRUCTION NOISE INCLUDING: ENSURING THAT ALL

CONSTRUCTION EQUIPMENT HAS SOUND-CONTROL DEVICES AT

LEAST AS EFFECTIVE AS THOSE ORIGINALLY SUPPLIED BY THE

MANUFACTURER AND THAT NO EQUIPMENT WITH AN UNMUFFLED

EXHAUST IS OPERATED; LIMITING CONSTRUCTION ACTIVITIES TO

SPECIFIED TIMES; AND PROHIBITING UNNECESSARY WARMING UP,

IDLING, OR ENGINE REVVING OF GAS OR DIESEL POWERED

EQUIPMENT OR VEHICLES.

5.2. CONTAMINATION PREVENTION RESTRICTIONS

5.2.1. THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO AVOID

ANY SPILLS OR LEAKS ON THE SITE FROM PETROLEUM PRODUCTS.

THE CONTRACTOR SHALL PREPARE A SPILL PREVENTION AND

RESPONSE PLAN THAT WILL BE APPROVED BY THE DISTRICT AND

ENVIRONMENTAL MONITOR, AS WELL AS LEAD AGENCIES. THIS SHALL

BE IMPLEMENTED AND ADHERED TO BY THE CONTRACTOR. AT A

MINIMUM, THIS PLAN SHALL REQUIRE THAT STAGING, STORAGE, AND

REFUELING AREAS AND ANY EQUIPMENT REPAIR OR SIMILAR

ACTIVITY TAKE PLACE WHEN EQUIPMENT IS AT LEAST 100-FEET FROM

ANY WETLAND, DITCH, POND, OR FENCED SENSITIVE AREA.

REFUELING SHALL ONLY OCCUR IN AREAS APPROVED BY THE

DISTRICT OR ENVIRONMENTAL MONITOR. STAGING AND STORAGE

AREAS SHALL OCCUR ONLY IN DESIGNATED AREAS: ANY STAGING OR

STORAGE IN WETLANDS OR OTHER SENSITIVE HABITATS WILL

REQUIRE PRIOR APPROVAL FROM THE DISTRICT OR ENVIRONMENTAL

MONITOR. PROTECTIVE TARPS SHALL BE USED DURING REFUELING

OR EQUIPMENT REPAIR. THE CONTRACTOR SHALL INSPECT AND

FULLY CLEAN UP ANY SUCH LEAKS OR SPILLS THAT OCCUR ON THE

SITE.

5.3. CULTURAL RESOURCE RESTRICTIONS

5.3.1. IF ANY ITEMS OF POTENTIAL CULTURAL OR ARCHEOLOGICAL

SIGNIFICANCE ARE ENCOUNTERED DURING EXCAVATION

OPERATIONS, CONSTRUCTION WITHIN THIS AREA SHALL BE HALTED

IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY THE DISTRICT.

340

350

360

1+001+25 1+50 1+75

2+002+25 2+50 2+75 3+00 3+25 3+50

3+75

340

350

360

330330

EXISTING GRADE AT

CENTERLINE OF NEW

SANITARY SEWER

ST

A 1+

00

CO

NN

EC

T T

O

EX

IS

TIN

G S

S

AP

PR

OX

.

IN

VE

RT

337.78'

INSTALL 260 LF NEW 4" HDPE DR9 SANITARY SEWER @ S=0.045

ST

A 2+

20.5

45° HORIZONTAL

BE

ND

ST

A 3+

60

4" S

S LA

TE

RA

L

SS

C

LE

AN

OU

T

3' MINIMUM

COVER

C-101

PS MT

SDLH

AS SHOWN

4

1

C-101

SANITARY SEWER - PLAN

SCALE: 1"=20'

N

This Drawing shall not be used



Check

Drafting

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Client

Check

DesignerDrawn

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Design


Plot Date: CAD File No:5 April 2016 - 2:02 PM E:\Projects\Evergreen College\06-CAD\Sheets\8412043 C101.dwg

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Pat Scheetz

Project No.

Sht of

Reuse of Documents






APRIL 5, 2016 #32307-015


T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com


SHEET KEYNOTES

1. POINT OF CONNECTION NEW 4" LATERAL TO EXISTING SINK DRAIN ON EXTERIOR SIDE OF

MAINTENANCE SHED. SEE DETAIL 1/C-501.

2. INSTALL NEW 4" SANITARY SEWER LATERAL. SEE DETAIL 1/C-501.

3. INSTALL NEW CLEANOUT. SEE DETAIL 2/C-501.

4. TEMPORARILY REMOVE AND RESTORE SEGMENT OF EXISTING CHAIN LINK FENCE

MINIMUM 30-FEET OR AS REQUIRED FOR SOIL EXCAVATION. REPLACE IN KIND WITH SAME

MATERIAL AND STYLE AS REQUIRED.

5. EXISTING DRY WELL AND ADJACENT SOILS TO BE REMOVED. EXCAVATE AND DISPOSE

OF EXISTING SOIL AT DRY WELL 4' x 4' x 4' DEEP. REPLACE WITH SLURRY MIX PER

GEOTECHNICAL REPORT AND SPECIFICATIONS.

6. EXCAVATE AND DISPOSE OF CONTAMINATED SOIL AREA AS SHOWN APPROXIMATELY 20'

x 4' x 2' DEEP. REPLACE WITH COMPACTED CLEAN IMPORT FILL OVER GEOTEXTILE OR

FILTER FABRIC. REPLACEMENT AREA TO EXTEND MINIMUM 6-INCHES OUTSIDE OF

EXISTING FENCE LINE. SEE DETAIL 3/C-501.

7. INSTALL 4" HDPE 45° HORIZONTAL BEND.

8. POINT OF CONNECTION OF NEW 4" SANITARY SEWER TO EXISTING SANITARY SEWER.

CONTRACTOR SHALL POTHOLE PRIOR TO BORING ACTIVITY. CONTRACTOR TO FIELD

VERIFY EXISTING SANITARY SEWER LINE SIZE, LOCATION, AND INVERT. SEE DETAIL

4/C-501.

9. SIZE OF DIRECTIONAL DRILLING PITS TO BE DETERMINED BY CONTRACTOR. SIZES

SHOWN ARE APPROXIMATE.

10. MAINTAIN AND SUPPORT EXISTING ELECTRICAL CONDUIT ON FENCE SERVICING THE

CARPORT OUTLETS.

0 40'20'

7

2

C-101

SANITARY SEWER - PROFILE

SCALE: 1"=20' HORIZ 1"=10' VERT 0 40'20'

APPROXIMATE 6'x8' RECEIVING PIT

8

3

1

3

2

0 20'10'

1

EXISTING MAINTENANCE

SHED EXTERIOR WALL

3

C-101

DETAIL PLAN

SCALE: 1"=5' 0 10'5'

3

C-101

APPROXIMATE 4'x6' DIRECTIONAL DRILLING PIT

3

2

4

3

'

C

L

E

A

R

EXISTING CHAIN LINK FENCE

APPROXIMATE 6'x6' DIRECTIONAL DRILLING PIT

4

6

EXISTING DRY WELL

5

20.0'±

4.0'

4.0'±

6"

MIN

.

10

STA 2+20.5

STA 3+60

9

STA 1+00

9

9

C-501

PS MT

SDLH

AS SHOWN




Check

Drafting

DateDrawnRevisionNo

Original Size

Title

Project

Client

Check

DesignerDrawn

Scale

Design


Plot Date: CAD File No:5 April 2016 - 2:01 PM E:\Projects\Evergreen College\06-CAD\Sheets\8412043 C501.dwg

GHD Inc.

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Pat Scheetz

Project No.

Sht of

Reuse of Documents






APRIL 5, 2016 #32307-015


T 1 415 283 4970 F 1 415 283 4980

W www.ghd.com


2

C-101

SANITARY SEWER CLEANOUT

SCALE: NONE

FINISH GRADE

2'-0" SQUARE CONCRETE PAD

4"

PRECAST CONCRETE VALVE BOX WITH

CAST IRON RING AND COVER

CHRISTY MODEL F8 OR APPROVED EQUAL

2500 PSI CONC PAD AT GRADE

SLOPE AWAY FROM COVER

4" RISER PIPE

4" LONG TURN TEE WYE

4" SANITARY SEWER

THREADED CAP

PRE-ENGINEERED

SYNTHETIC WOOD

BLOCKS

2"x6"x12" LONG ON

BACKFILL

END CAP

NOTES:

1. LATERAL CONNECTIONS TO EXISTING MAINS SADDLE WITH RUBBER GASKET AND

STAINLESS STEEL STRAPS, OR CUT IN WYE WITH PVC REPAIR COUPLING OR

DRESSER COUPLING (DRESSER ALLOWED ONLY WITH DIP OR ACP MAINS).

2. LATERAL PIPE MATERIAL TO BE 4" MINIMUM HDPE USED WITH A MANUFACTURED

"Y" SPECIFICALLY DESIGNED FOR HDPE LATERALS. THE "Y" SHALL BE OF THE

SAME MATERIAL AS THE NEW SANITARY SEWER MAIN.

3. THE SEWER SERVICE LATERAL SHALL BE OF SUFFICIENT DEPTH TO ADEQUATELY

SERVE THE BUILDING SITE, AND IN NO CASE SHALL BE LESS THAN 3 FEET DEEP

UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

4. MINIMUM SLOPE PER PROFILE 2/C-101 AND SPECIFICATIONS EXCEPT WHERE A

VARIATION IS SPECIFICALLY APPROVED BY THE ENGINEER.

COUPLING

45° LONG RADIUS BEND

SEWER MAIN

EXISTING DRAIN PIPE FROM MAINTENANCE SHED

COUPLING

4

C-101

SANITARY SEWER LATERAL

SCALE: NONE

FINAL ZONE BACKFILL

SEE SPECIFICATIONS

COMPACT TO 90%

FINISH GRADE

MARKER BED - GEOTEXTILE

OR FILTER FABRIC

UNDISTURBED EXISTING SOIL

2'-0"

MIN

IM

UM

3

C-101

SURFACE CAP TYPICAL SECTION

SCALE: NONE

3' M

IN

IM

UM

C

OV

ER

1

C-101

POINT OF CONNECTION

TO EXISTING SINK DRAIN

SCALE: NONE

CONNECT TO EXISTING

DRAIN PIPE WITH COUPLING

3' M

IN

.

CO

VE

R

EXISTING GRADE

NEW 4" SEWER LATERAL

EXISTING DRAIN PIPE

EXISTING MAINTENANCE SHED WALL

4

C-501

1

C-501