Post on 16-Jul-2020
G-001
PS MT
SDLH
AS SHOWN
1This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Check
Drafting
DateDrawnRevisionNo
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
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
2This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Check
Drafting
DateDrawnRevisionNo
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
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
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
3This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Check
Drafting
DateDrawnRevisionNo
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
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
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
for Construction unless Signed
and Sealed For Construction
Check
Drafting
DateDrawnRevisionNo
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
Design
Note: * indicates signatures on original issue of drawing or last revision of drawing
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
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
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
5This Drawing shall not be used
for Construction unless Signed
and Sealed For Construction
Check
Drafting
DateDrawnRevisionNo
Original Size
Title
Project
Client
Check
DesignerDrawn
Scale
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 C501.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
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