CITY OF OAKLAND CITY OF EMERYVILLE
W. MACARTHUR BLVD
PERALTA ST
ADELINE ST
EMERY ST SAN PABLO AVE
580
580
580
80 MANDELA PKWY
HOLLIS ST
40th ST
MARKET ST
PROJECT LOCATION
LEGEND
STREET LIGHT
MANHOLE
CATCH BASIN
UTILITY BOX (SIZE VARIES)
CURB
PROPERTY LINE
CURB & GUTTER
FENCE
SINGLE TREE
TREES AND BRUSH
SANITARY SEWER
STORM DRAIN
WATER
GAS
TITLE SHEET
1 FILE NAME:1 TITLE SHEET.dwg
SS
SD SD
W W
G G
XX
10 UNDERGROUND
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PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
ABBREVIATIONS
ACPWA ALAMEDA COUNTY PUBLIC
WORKS AGENCY
(E) EXISTING
EG EXISTING GROUND
(MT) MULTI-TRUNK TREE
AB AGGREGATE BASE
AC ASPHALTIC CONCRETE
BS BOTTOM OF STEP
BW BACK OF WALK
CL CENTERLINE
CMP CORRUGATED METAL PIPE
COMMS COMMUNICATIONS
CONC CONCRETE
CP CONTROL POINT
DET DETAIL
DI DRAIN INLET
EL ELEVATION
ESMT EASEMENT
EW EDGE OF WALK
EXC EXCAVATION
FG FINISHED GROUND
FL FLOWLINE
HDS HYDRODYNAMIC
SEPARATOR
HGL HYDRAULIC GRADE LINE
HOR HORIZONTAL
INV. IN INVERT IN ELEVATION
INV. OUT INVERT OUT ELEVATION
IRR IRRIGATION
L/S LANDSCAPE
LIP LIP OF GUTTER
MFG MANUFACTURER
MH MANHOLE
MIN MINIMUM
O.C. ON CENTER
O.A. OUTSIDE DIAMETER
OH OVERHEAD
O.R. ORIGINAL RECORD
PCC PORTLAND CEMENT
CONCRETE
PL PROPERTY LINE
PSE PUBLICE SERVICE
EASEMENT
PV PAVEMENT
PVAW PRIVATE VEHICLE ACCESS
WAY
PVC POLYVINYL CHLORIDE
R RADIUS
RC RELATIVE COMPACTION
SD STORM DRAIN
SDE STORM DRAIN EASEMENT
SDMH STORM DRAIN MANHOLE
SPEC SPECIFICATION
SS SANITARY SEWER
STA STATION
TCD THRU CURB DRAIN
TOC TOP OF CURB
TPZ TREE PROTECTION ZONE
TS TOP OF SLAB
TW TOP OF WALL
TYP TYPICAL
UB UTILITY BOX
VER VERTICAL
W/ WIDTH
CITY OF EMERYVILLE
ALAMEDA COUNTY, CALIFORNIA
PLANS FOR THE CONSTRUCTION OF TRASH CAPTURE DEVICE
AT MACARTHUR BOULEVARD
PROJECT NO. EPW 107-18
SHEET LIST TABLE
SHEET NUMBER SHEET TITLE
1 TITLE SHEET
2 GENERAL NOTES
3 BLUEPRINT FOR CLEAN BAY
4 EXISTING SITE AND CONTROL PLAN
5 DEMOLITION PLAN
6 IMPROVEMENTS PLAN
7 DETAILS
8 DETAILS
9 DETAILS
10 SLIDE GATE DETAILS
CITY ENGINEER'S STATEMENT
IN ACCORDANCE WITH SECTION 7-7.01(c) OF CHAPTER 7 OF TITLE 7 OF THE EMERYVILLE MUNICIPAL
CODE, AS CITY ENGINEER FOR THE CITY OF EMERYVILLE, I DO HEREBY EXERCISE THE DISCRETION
DELEGATED TO ME AND APPROVE THE PLAN OR DESIGN OF A CONSTRUCTION OF, OR AN IMPROVEMENT TO, PUBLIC PROPERTY TO WHICH THIS STATEMENT AND MY SIGNATURE IS AFFIXED.
MOHAMED ALAOUI DATE
CITY ENGINEER
CE #68556
September 1, 2022
GENERAL
1. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) 2018 STANDARD PLANS, REVISED
STANDARD PLANS AND OTHER STANDARDS USED WHERE NOTED, OR WHEN NOT
COVERED BY CALTRANS STANDARDS, INCLUDE CITY OF EMERYVILLE STANDARD
DETAILS, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (SPPWC) LATEST
EDITION AND SUPPLEMENTS, AND CALIFORNIA BUILDING CODE (EXCAVATION AND GRADING), WITH THE MOST STRINGENT GOVERNING.
2. UTILITIES HAVE BEEN LOCATED TO THE BEST OF THE ENGINEER'S ABILITY AND FROM DATA AND RECORDS FURNISHED BY THE REPRESENTATIVES OF THE VARIOUS UTILITIES.
IT IS THE SOLE DUTY AND RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE
TRUE LOCATION AND IDENTIFY ANY/ALL UNDERGROUND UTILITIES AND VERIFY ALL CONDITIONS ON THE JOB SITE. CONTRACTOR MUST POTHOLE TO VERIFY THE LOCATION
OF EACH AND COORDINATE WITH RESPECTIVE OWNERS FOR RELOCATION IF NECESSARY. HAND DIG EXCAVATIONS UNTIL CLEAR OF OBSTRUCTIONS.
3. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION PERMIT
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
4. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES AND/OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES BEFORE STARTING WORK (TWO (2) WORKING DAYS NOTICE REQUIRED).
5. CONTRACTOR MUST COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL RELATIONS (CAL/OSHA OR DOSH) SAFETY STANDARDS. CONTRACTOR MUST PROVIDE PROOF OF A PERMIT FROM CAL/OSHA IF REQUESTED BY THE INSPECTOR.
6. CONTRACTOR MUST NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION TO
ALLOW UTILITY OWNERS TO MARK THE LOCATION OF THEIR RESPECTIVE
UNDERGROUND FACILITIES/UTILITIES, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN ON THESE PLANS.
7. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER.
8. WORK IN PUBLIC STREETS MUST BE PROSECUTED TO COMPLETION WITHOUT DELAY SO
AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.
9. CONTRACTOR MUST PROTECT ADJACENT PROPERTIES FROM ALL DAMAGE THAT MAY
OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH CONSTRUCTION.
10. CONTRACTOR MUST FIELD VERIFY ALL CONTROLLING DIMENSIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WORK.
11. THE CONTRACTOR MUST DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND IS SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.
12. TRENCH BACKFILL AND RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF EMERYVILLE STANDARD PLANS AND DETAILS.
13. CONTRACTOR MUST KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND
DEBRIS DURING CONSTRUCTION, INCLUDING SUSPENSION OF WORK, UNTIL FINAL ACCEPTANCE OF THE PROJECT.
14. CONTRACTOR MUST ABATE DUST NUISANCE BY CLEANING, SWEEPING, AND SPRINKLING
WITH WATER AND USING DUST FENCES OR OTHER METHODS IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS AND AS DIRECTED BY THE CITY ENGINEER THROUGHOUT THE CONSTRUCTION OPERATION.
15. ALL DAMAGE CAUSED TO PUBLIC STREETS, INCLUDING HAUL ROUTES, ALLEYS,
SIDEWALKS, CURBS, STREET FURNISHINGS, OR TO PRIVATE PROPERTY MUST BE
REPAIRED AT THE SOLE EXPENSE OF THE CONTRACTOR TO THE ENGINEERS SATISFACTION.
16. SAWCUTTING OF EXISTING PAVEMENT SHALL BE TO A CLEAN STRAIGHT EDGE AND IS SUBJET TO THE REVIEW AND APPROVAL OF THE CITY REPRESENTATIVE.
CONTROL OF WORK
17. CONSTRUCTION SAFETY ORDERS FOR EXCAVATIONS: THE CONTRACTOR SHALL
CONFORM TO THE RULES AND REGULATIONS OF THE CONSTRUCTION SAFETY ORDERS
OF THE STATE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH PERTAINING TO EXCAVATION AND TRENCHES.
18. NORMAL WORKING HOURS: NORMAL WORKING HOURS IS DEFINED AS THE TIME FROM 7:30 A.M. TO 4:00 P.M., MONDAY THROUGH FRIDAY, EXCLUDING LEGAL HOLIDAYS. THE
CONTRACTOR SHALL NOT WORK ON THE PROJECT OUTSIDE THE NORMAL WORKING
HOURS, UNLESS PRIOR APPROVAL IS OBTAINED FROM THE CITY OR WHEN SPECIFICALLY REQUIRED BY THE CITY. WORK OUTSIDE NORMAL WORKING HOURS WILL ONLY BE ALLOWED IF A CITY INSPECTOR IS AVAILABLE. THE CONTRACTOR SHALL PAY
THE CITY FOR THE COST OF OVERTIME FOR CITY INSPECTION PERFORMED OUTSIDE OF NORMAL WORKING HOURS.
19. COORDINATION WITH OTHER AGENCIES AND PRIVATE PROPERTY OWNERS: THE
CONTRACTOR SHALL BE RESPONSIBLE COORDINATING INSPECTION PERFORMED BY
OTHER GOVERNMENTAL AGENCIES, AS PRESCRIBED IN THEIR PERMITS AND APPROVALS.
20. AIRBORNE DUST: AT ALL TIMES DURING CONSTRUCTION AND UNTIL FINAL COMPLETION
AND ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL PREVENT THE FORMATION
OF AN AIRBORNE DUST NUISANCE IN SUCH A MANNER THAT IT WILL CONTAIN DUST PARTICLES TO THE IMMEDIATE SURFACE OF THE WORK . THE CONTRACTOR SHALL PERFORM SUCH TREATMENT WITHIN 2 HOURS AFTER NOTIFICATION BY THE CITY THAT AN AIRBORNE NUISANCE EXISTS.
21. MAINTENANCE OF EQUIPMENT: ALL EQUIPMENT SHALL BE MAINTAINED IN GOOD ORDER.
SUBSTANDARD OR UNSUITABLE PAVING EQUIPMENT WILL NOT BE ALLOWED.
22. FINAL INSPECTION: THE CITY WILL NOT PERFORM THE FINAL INSPECTION UNTIL THE CONTRACTOR COMPLETES ALL WORK AND FINAL CLEANUP OF THE SITE.
23. MAINTENANCE OF WORK SITE: THE CONTRACTOR SHALL KEEP THE STREET, PARKING LOT, AND WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS PER SECTION 5-15 OF THE STANDARD PROVISIONS. THIS PROVISION REQUIRES PREVENTING SPILLAGE ON
HAUL ROUTES, CLEANING UP SPILLAGE, SWEEPING ALL STREETS AND PARKING LOTS OF
MUD, DIRT AND DEBRIS THAT ARE A RESULT OF THE CONTRACTOR'S WORK, AND KEEPING THE WORK SITE IN A CLEAN AND NEAT APPEARANCE. ANY SPILLAGE ON HAUL ROUTES SHALL BE IMMEDIATELY REMOVED AND CLEANED UP.
24. CLEANING SITE UPON NOTICE FROM CITY: WHEN ORDERED BY THE CITY, THE CONTRACTOR SHALL CLEAN UP THE WORK SITE WITHIN 24 HOURS AFTER RECEIVING NOTICE.
LEGAL RELATIONS AND RESPONSIBILITY
25. STATE AND CITY LICENSES: ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE
LICENSED IN ACCORDANCE WITH THE LAWS OF THE STATE OF CALIFORNIA AND SHALL HAVE AND MAINTAIN A VALID CITY BUSINESS LICENSE.
26. COMPLIANCE WITH ENVIRONMENTAL DOCUMENTS: THE CONTRACTOR SHALL COMPLY
WITH THE PROVISIONS OF ALL PERMITS, LICENSES OR OTHER AUTHORIZATIONS APPLICABLE TO THE WORK WITH RESPECT TO THE ENVIRONMENTAL QUALITY ACT.
27. MAINTAIN TRAFFIC CONTROL DEVICES: THE CONTRACTOR SHALL INSTALL AND MAINTAIN
FENCES, BARRIERS, LIGHTS AND SIGNS THAT ARE NECESSARY TO GIVE ADEQUATE
WARNING TO THE PUBLIC AT ALL TIMES IN ACCORDANCE WITH THE CALIFORNIA MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) OF TRANSPORTATION'S TRAFFIC CONTROL MANUAL.
28. REMOVE MATERIAL AND EQUIPMENT AT END OF DAY: NO MATERIAL OR EQUIPMENT SHALL BE STORED WITHIN WORK AREA AFTER "NORMAL WORKING HOURS".
29. HAZARDOUS MATERIALS AND WASTE: ALL WORK SHALL BE CONDUCTED IN A MANNER
WHICH PREVENTS THE RELEASE OF HAZARDOUS MATERIALS OR HAZARDOUS WASTE TO
THE SOIL OR GROUNDWATER, AND MINIMIZES THE DISCHARGE OF HAZARDOUS
MATERIALS, HAZARDOUS WASTES, POLLUTED WATER AND SEDIMENTS TO THE STORM DRAIN SYSTEM.
30. COORDINATION WITH OTHER CONTRACTORS: WHERE TWO OR MORE CONTRACTORS
ARE WORKING IN THE SAME AREA, EACH SHALL CONDUCT THEIR OPERATIONS IN SUCH
A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY OR HINDRANCE TO THE OTHER. WHERE CONFLICTS CANNOT BE AVOIDED, THE CITY WILL DETERMINE WHICH
CONTRACTORS HAVE CONSTRUCTION PRIORITY OVER THE OTHER CONTRACTORS AND THE TERMS OF SUCH CONSTRUCTION PRIORITY.
NOTIFICATION
31. DANGEROUS SITUATIONS, CALL 911: IF ANY DAMAGE OCCURS TO AN UNDERGROUND
FACILITY THAT RESULTS IN THE ESCAPE OF ANY FLAMMABLE, TOXIC OR CORROSIVE
GAS OR LIQUID OR ENDANGERS LIFE, HEALTH, OR PROPERTY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND CALL THE 911 EMERGENCY TELEPHONE NUMBER TO NOTIFY LOCAL PUBLIC SAFETY OFFICIALS.
32. PROVIDE SUPERINTENDENT INFORMATION BEFORE START OF WORK: THE CONTRACTOR
SHALL PROVIDE THE NAME AND TELEPHONE NUMBER OF THE AUTHORIZED
REPRESENTATIVE (SUPERINTENDENT) OF THE WORK TO THE CITY IN WRITING PRIOR TO THE START OF WORK.
33. CONTACT USA: CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800) 642-2444 AT LEAST TWO WORKING DAYS BUT NOT MORE THAN 14 DAYS PRIOR TO COMMENCING EXCAVATION WORK TO VERIFY EXISTING UNDERGROUND UTILITIES.
34. NOTIFY UTILITY OWNERS: CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY
OWNERS FORTY-EIGHT HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY.
EXCAVATIONS
35. UTILITY INSPECTION REQUIREMENT: ALL CITY APPURTENANCES MUST BE INSPECTED BY THE CITY PRIOR TO BACKFILLING ANY TRENCHES OR POURING ANY CONCRETE.
36. EXCAVATIONS: AT THE END OF THE EACH WORK DAY, ALL EXCAVATIONS WITHIN THE STREET AND TRAVEL WAY SHALL BE: (1) BACKFILLED AND PAVED WITH TEMPORARY
PAVING SUCH THAT THE FINISHED SURFACE IS FLUSH WITH THE EXISTING PAVEMENT, (2) ADEQUATELY COVERED WITH STEEL PLATE BRIDGING, OR (3) BACKFILLED AND PAVED WITH PERMANENT PAVING. IF STEEL PLATE BRIDGING IS USED, THE STEEL PLATE BRIDGING MUST BE REMOVED WITHIN 48 HOURS AFTER ITS INSTALLATION. CONTROL DENSITY FILL SHALL NOT BE USE AS TEMPORARY AC PAVING.
37. AC PAVING MACHINE: FOR EXCAVATIONS WITHIN PAVED AREAS THAT ARE MORE THAN 8 FEET WIDE, THE AC SURFACING SHALL BE INSTALLED WITH AN AC PAVING MACHINE.
38. PAVEMENT STRIPING DAMAGE: PAVEMENT STRIPING DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND BY THE CONTRACTOR.
39. CONTROL DENSITY FILL: CONTROLLED DENSITY FILL MAY BE USED AS SUBSEQUENT BACKFILL MATERIAL ONLY WHEN SPECIFICALLY APPROVED BY THE CITY. CONTROLLED
DENSITY FILL SHALL NOT BE USED AS PIPE BEDDING MATERIAL, UNLESS AN EXCEPTION IS GRANTED BY THE CITY.
40. OPEN TRENCH SAFETY PLAN: CONTRACTOR SHALL SUBMIT SAFETY PLAN FOR WORKING AROUND OPEN TRENCH. OPEN TRENCH SHALL BE FENCED OFF AND LOCKED AT END OF WORKING DAY AND SHALL HAVE SIGNS THAT READ, "DANGER OPEN TRENCH". K-RAIL
SHALL BE PLACED INSIDE OF FENCE-LINE TO PREVENT ACCIDENTAL INJURY FROM A CAR COLLISION THRU THE FENCING.
LANDSCAPING
41. SITE IRRIGATION: THE CONTRACTOR SHALL MAINTAIN IRRIGATION TO ADJACENT LANDSCAPING DURING CONSTRUCTION.
WATER FOR CONSTRUCTION
42. CONTRACTOR SHALL COORDINATE TEMPORARY WATER SERVICE WITH EAST BAY MUNICIPAL UTILITY DISTRICT TO OBTAIN REQUIRED WATER FOR CONSTRUCTION.
SITE RESTORATION
43. MINIMIZE DAMAGE TO LANDSCAPE: EXISTING LANDSCAPE WITHIN THE AREA OF WORK SHALL BE CAREFULLY REMOVED AND REPLACED WITH MINIMAL DAMAGE.
44. SITE RESTORATION: THE CONTRACTOR SHALL RETURN PRIVATE YARDS, SIDEWALKS,
PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES, PUBLIC OR PRIVATE,
DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAT EXISTED PRIOR TO COMMENCEMENT OF THE WORK.
PROJECT SPECIFIC NOTES
45. UTILITY LOCATION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES
PRIOR TO START OF CONSTRUCTION WITH THE APPROPRIATE AGENCIES OR BY POTHOLING.
UTILITIES AND SERVICES SHALL BE PROTECTED DURING CONSTRUCTION. IF REQUIRED
BY CONSTRUCTION ACTIVITIES, UTILITIES SHALL BE RELOCATED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANIES. UTILITIES
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY AND UTILITY COMPANY.
46. SHORING AND EXCAVATION PROTECTION: CONTRACTOR TO ASSUME FULL AND
COMPLETE RESPONSIBILITY FOR EXCAVATION SUPPORT AND PROTECTION, INCLUDING SHORING DESIGN AND INSTALLATION PER TECHNICAL SPECIFICATION SECTION 15 -
EXCAVATION SUPPORT & PROTECTION
47. STORMWATER CONTROL: THE CITY'S EXISTING 27" STEEL STORM DRAIN SERVES AS AN OUTLET FOR AN 81 ACRE DRAINAGE AREA. CONTRACTOR SHALL EXPECT CONTINUOUS INFLOW THROUGH THE PIPE. PIPE INFLOW SHALL BE ANTICIPATED EVEN DURING THE DRY SEASON AND PERIODS OF NO RAIN. THE CONTRACTOR SHALL DESIGN A
DEWATERING AND STORMWATER CONTROL SYSTEM TO BYPASS FLOW FROM THE STORM DRAINAGE SYSTEM TO DISCHARGE DOWNSTREAM. CONTRACTOR IS REQUIRED
TO HANDLE ALL STORMWATER, AND GROUNDWATER PER SPECIFICATION SECTION 31-23-19 DEWATERING AND STORMWATER MANAGEMENT
48. AC PAVEMENT DAMAGE: CONTRACTOR SHALL PROTECT EXISTING AC PAVEMENT FROM
DAMAGE BY THE CONSTRUCTION VEHICLES CONTRACTOR SHALL USE RUBBER TIRED VEHICLES OR PLACE STEEL PLATES TO PREVENT DAMAGE TO EXISTING PAVEMENT. ALL DAMAGED PAVEMENT SHALL BE REPLACED IN KIND WITH FOG SEAL.
FILE NAME:2 GENERAL NOTES.dwg
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
GENERAL NOTES
2 FILE NAME:3 BLUEPRINT FOR CLEAN
BAY.dwg
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
BLUEPRINT FOR CLEAN BAY
3 IB IB
Pavement
Pavement
Pavement
Pavement Pavement
Concrete Concrete
Concrete
Concrete
Concrete
Landscape
Landscape
Landscape
Landscape
MACARTHUR BLVD 2+75 3+00 3+25 3+50 3+75 4+00 4+16 EX. 36" STEEL SD EX. 36" STEEL SD
CATCH BASIN
RIM = 27.06'
INV. = 25.06' (ASSUMED) (12" OUT)
MACARTHUR BLVD
BASIS OF BEARING
N73° 43' 01.27"E
415.98
BASIS OF BEARING
N73° 20' 51.42"E
415.98
BASIS OF BEARING
N73° 04' 23.09"E
415.98
STA: 3+34
SDMH RIM = 27.16'
INV. = 18.86' 6"(IN-NE)
INV. = 22.39' 12"(IN-S)
INV. = 17.66' 27"(THRU-E)
SSMH
RIM = 26.89'
INV. = 20.59' 12"(THRU)
(E) 36" SD CULVERT
(E) FENCE
(E) BACK OF CURB
(E) 2" GAS LINE
(E) 2" GAS LINE
BACK OF CURB
(E) 12" SS
(E) WATERLINE
FACE OF CURB
GUTTER
(E) FRONT OF CURB
(E) GUTTER
(E) WHITE PAVEMENT MARKING.
(E) STREET LIGHT.
(E) WROUGHT IRON
FENCE
(E) WROUGHT IRON
FENCE
20"TR
8"TR
36"TR
48"TR
3"TR
14"TR
54"TR
6'-9"
POINT 3
N - 2128954
E - 6047167
POINT 4
N - 2128965
E - 6047202 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+16 EX. 36" STEEL SD EX. 36" STEEL SD
STA: 3+34
POINT 1
N - 2128867
E - 6046869
POINT 2
N - 2128963
E - 6047196
FILE NAME:4 EXISTING SITE AND CONTROL PLAN.dwg
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
EXISTING SITE AND
CONTROL PLAN
4 GENERAL NOTES
1. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS
SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL
REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOW UNDERGROUND UTILITIES). HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR
THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS.
CONTROL NOTES
2. BENCHMARK NUMBER 2: STANDARD OAKLAND DISK IN WALK WEST OF WEST CURB OF ADELINE STREET AT THE INTERSECTION OF SAN PABLO AVE., ADELINE STREET AND 38TH STREET.
ELEVATION: 34.72
DATUM: NGVD29
3. THE BEARING OF NORTH 84° 14' 01" EAST TAKEN ON THE MONUMENT LINE OF MCARTHUR
BOULEVARD AS SHOWN ON THAT CERTAIN CAL-TRANS RIGHT-OF-WAY RECORD MAP NUMBER R-4.9, FILED FOR RECORD ON MARCH, 1991, OFFICIAL RECORDS OF ALAMEDA COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.
4. THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION
AND FILING OF PRE-CONSTRUCTION AND POST-CONSTRUCTION CORNER RECORDS FOR ANY
MONUMENTS OR PROPERTY CORNERS SHOWN HEREON THAT MAY BE DESTROYED DURING IMPROVEMENTS TO THE SUBJECT PROPERTY AS DEFINED IN SECTION 8771(B) OF THE PROFESSIONAL LAND SURVEYORS ACT.
GRAPHIC SCALE
(IN FEET)
5 0 5 10
1" = 5'
2.5 20
POTHOLE TABLE
CROSSING
UTILITY
TYPE/SIZE DEPTH (TOP OF PIPE)
EXIST. STEEL SD 7'-5"
EXIST. STEEL SD 7'-0"
SITE CONTROL POINT TABLE
POINT # NORTHING EASTING DESCRIPTION
2128867 6046869 EXISTING SDMH
2128963 6047196 EXISTING SDMH
GRAPHIC SCALE
(IN FEET)
40 0 5 80
1" = 40'
20 160
PLAN VIEW
1" = 5'
PLAN VIEW
1" = 40'
IB IB
Pavement
Pavement
Pavement
Concrete Concrete
Concrete
Concrete
Concrete
Landscape
Landscape
Landscape
Landscape
MACARTHUR BLVD 2+75 3+00 3+25 3+50 3+75 4+00 4+16 EX. 36" STEEL SD EX. 36" STEEL SD
CATCH BASIN
RIM = 27.06'
INV. = 25.06' (ASSUMED) (12" OUT)
MACARTHUR BLVD
BASIS OF BEARING
N73° 43' 01.27"E
415.98
BASIS OF BEARING
N73° 20' 51.42"E
415.98
BASIS OF BEARING
N73° 04' 23.09"E
415.98
STA: 3+34
SDMH RIM = 27.16'
INV. = 18.86' 6"(IN-NE)
INV. = 22.39' 12"(IN-S)
INV. = 17.66' 27"(THRU-E)
SSMH
RIM = 26.89'
INV. = 20.59' 12"(THRU)
(E) 36" SD CULVERT
(E) FENCE
(E) BACK OF CURB
(E) 2" GAS LINE
(E) 2" GAS LINE
BACK OF CURB
(E) 12" SS
(E) WATERLINE
FACE OF CURB
GUTTER
(E) FRONT OF CURB
(E) GUTTER
(E) STREET LIGHT.
(E) WROUGHT IRON
FENCE
(E) WROUGHT IRON
FENCE
20"TR
8"TR
36"TR
48"TR
3"TR
14"TR
54"TR
22'
15' XX XX XX XX XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX
DEMOLISH APPROX.
22' OF EXIST. STEEL
SD PIPE
FENCE APPROX. WORK AREA,
PLACE FIBER ROLLS AROUND
DISTURBED AREAS.
SEE NOTE 6
PROTECT (E) SD MH.
PROTECT (E) SS
IN-PLACE REMOVE AND
REPLACE (E) STREET
LIGHT IN PLACE. SEE
NOTE 5
CONTRACTOR TO REMOVE
EXIST. 48" DIAMETER
EUCALYPTUS TREE PER
ARBORIST
RECOMMENDATION
DEMOLISH (E)
CURB &
GUTTER
APPROX. LIMITS
OF DEEP
EXCAVATION
REPLACE 6" AC OVER 8" CLASS 2 AB
(APPROX. 56 FT
2 ) WITHIN EXCAVATION AREA
PROTECT (E)
TREE
PROTECT
(E) FENCE
EXTEND CURB AND GUTTER
DEMO
TO LIMITS OF NEW CURB AND
GUTTER
REMOVE EX. CATCH
BASIN AND PROTECT EX. 12"
STORM DRAIN LATERAL
DEMO/SAWCUT EXISTING OPENING
AS REQUIRED FOR INSTALLATION
OF NEW 36-INCH RCP INSTALLATION
FILE NAME:5 DEMOLITION PLAN.dwg
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
NOTES
1. CONTRACTOR SHALL DEMOLISH EXISTING CURB AND GUTTER, LANDSCAPING AND
AC PAVEMENT AS NECESSARY WITHIN LIMITS OF EXCAVATION AS SHOWN ON DRAWINGS. CONTRACTOR SHALL LIMIT DEMOLITION TO AREA WITHIN EXCAVATION LIMITS. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND/OR REPLACING
DAMAGED OR DEMOLISHED EXISTING HARDSCAPE & SOFTSCAPING OUTSIDE OF
LIMITS SHOWN ON PLANS
2. CONTRACTOR TO CONTACT PG&E PRIOR TO CONSTRUCTION WHEN WORKING WITHIN 10' OF (E) GAS LINE
3. ALL DEMOLITION MAY NOT BE SHOWN ON PLAN, CONTRACTOR IS RESPONSIBLE FOR
DEMOLISHING AND REPLACING IN KIND AS NEEDED FOR CONSTRUCTION
4. CONTRACTOR TO PROVIDE SUITABLE SHORING AND DEWATERING FOR EXCAVATION.
SHORING PLAN AND DEWATERING PLAN TO BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO BEGINNING EXCAVATION
5. CONTRACTOR TO LOCATE AND PROTECT EXISTING BURIED ELECTRICAL LINE DURING CONSTRUCTION.
6. CONTRACTOR TO OBTAIN TEMPORARY CONSTRUCTION EASEMENT FROM ADJACENT PROPERTY OWNER FOR WORK WITHIN PRIVATE PROPERTY.
DEMOLITION PLAN
5 GRAPHIC SCALE
(IN FEET)
5 0 5 10
1" = 5'
2.5 20
PLAN VIEW
1" = 5'
IB IB
Concrete Concrete
Concrete
Concrete
Landscape
Landscape
Landscape
Landscape
MACARTHUR BLVD 2+75 3+00 3+25 3+50 3+75 4+00 4+16EX. 36" STEEL SD EX. 36" STEEL SD
CATCH BASIN
RIM = 27.06'
INV. = 25.06' (ASSUMED) (12" OUT)
MACARTHUR BLVD
BASIS OF BEARING
N73° 43' 01.27"E
415.98
BASIS OF BEARING
N73° 20' 51.42"E
415.98
BASIS OF BEARING
N73° 04' 23.09"E
415.98
STA: 3+34
SDMH RIM = 27.16'
INV. = 18.86' 6"(IN-NE)
INV. = 22.39' 12"(IN-S)
INV. = 17.66' 27"(THRU-E)
SSMH
RIM = 26.89'
INV. = 20.59' 12"(THRU)
(E) 36" SD CULVERT
(E) FENCE
(E) BACK OF CURB
(E) 2" GAS LINE
BACK OF CURB
(E) 12" SS
FACE OF CURB
GUTTER
(E) STREET LIGHT.
(E) WROUGHT IRON
FENCE
(E) WROUGHT IRON
FENCE
20"TR
8"TR
36"TR
48"TR
3"TR
14"TR
54"TR
FOR TRENCH BACKFILL
AND BEDDING
SEE DETAIL
INSTALL CONC. COLLAR
SEE DETAIL
INSTALL 3-FT MIN SEGMENT
OF NEW CONC.PIPE
7 1
7 2
24" X 48" CLR H-20
TRAFFIC RATED HATCH 48" X 48" CLR H-20
TRAFFIC RATED HATCH
DUAL STAGE HYDRODYNAMIC
SEPARATOR. SEE DETAIL
POUR 14' x 25' CONC. PAD
SEE DETAIL
INSTALL CALTRANS
TYPE E CURB (END).
SEE CALTRANS
STANDARD PLAN RSP
A87A ON SHEET 8
INSTALL CALTRANS
"TYPE E" CURB (START)
SEE CALTRANS
STANDARD PLAN RSP
A87A ON SHEET 8
7 3
7 1
INSTALL CALTRANS STANDARD
CATCH BASIN "TYPE G1"
RIM 27.06'
INV. = 24.39' (12" OUT)
SEE DETAIL
EXTEND NEW RCP INTO EXIST.
MANHOLE AND FILL VOIDS
USING NON-SHRINK GROUT.
LIMITS OF
THICKENED SLAB
9 1
FG = EG + 1" FG = EG + 1" 2%MAX
10'
15'
20'
25'
30' 3+00 3+10 3+20 3+30 3+40 3+50 3+60
EX. 36" STEEL SD
EX. 36" STEEL SD
SDMH RIM = 27.16'
DUAL STAGE
HYDRODYNAMIC SEPARATOR
SEE DETAIL
7 1
DEVICE INTERNALS NOT
SHOWN FOR CLARITY
CONTRACTOR TO INSTALL SLIDE
GATE ON UPSTREAM AND
DOWNSTREAM SIDES OF
HYDRODYNAMIC SEPARATOR UNIT,
SEE DETAIL
10 1
EL = 15'±
EL = 27'±
12'±
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
FILE NAME:6 IMPROVEMENTS PLAN.dwg
NOTES
1. CONTRACTOR TO VERIFY INVERT ELEVATION IN FIELD AND SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A SIGNIFICANT DIFFERENCE IN ELEVATION (± .1') . DIFFERENCES IN INVERT OF LESS THAN 4"
SHALL NOT BE CONSIDERED A CHANGED CONDITION
2. CONTRACTOR SHALL NOT START CONSTRUCTION UNTIL THERE ARE APPROVED SHOP DRAWINGS OF
TREATMENT DEVICE INTERNAL COMPONENTS
3. CONTRACTOR SHALL RESTORE ALL TRAFFIC MARKINGS DAMAGED DURING CONSTRUCTION ACTIVITIES.
IMPROVEMENTS PLAN
6 GRAPHIC SCALE
(IN FEET)
5 0 5 10
1" = 5'
2.5 20
PLAN VIEW
1" = 5'
PROFILE VIEW
HOR. SCALE: 1" = 5'
VERT. SCALE: 1" = 5'
#5 REINF. BARS @ 12"X12" O.C. E.W.
CONCRETE SLAB
10" MIN AB
TYP
8"
(E) SUBGRADE OR
BACKFILL TO 95%
COMPACTION
1'-6"
1'-6"
(2) #5 CONT. TYP.
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
FILE NAME:7 DETAILS.dwg
DETAILS
7 24" MIN 24" MIN
12" MIN
12" MIN
- CONCRETE COLLAR TO PRECAST CONCRETE LTC STRUCTURE DETAIL 2 NTS
GENERAL NOTES
1. FOR RCP PIPE DIAMETERS FROM 30 TO 66 INCHES.
2. CONCRETE SHALL BE CLASS A
3. REINFORCEMENT CONFORM TO ASTM 615 GRADE60
6 2 PLAN VIEW
NTS
-2
VARIES
3' MIN
MAX 12" LIFT
- TYPICAL TRENCH DETAIL FOR IN-LINE HDS DEVICE 1
NTS
GENERAL NOTES
1. BACKFILL PER MANUFACTURER'S INSTRUCTIONS AND PER SECTION 31000 OF THE TECHNICAL SPECIFICATIONS. AREAS THAT CANNOT BE COMPACTED DUE TO ACCESS LIMITATIONS SHALL BE BACKFILLED USING CDF UPON THE CITY ENGINEER'S APPROVAL.
2. THE CONTRACTOR SHALL COORDINATE WITH THIRD PARTY OR THE CITY MATERIAL
TESTING LABORATORY (MTL) IN ADVANCE TO PROVIDE THE ASTM COMPACTION CURVE DATA PER ASTM D1557. CONTRACTOR SHALL HIRE CERTIFIED CONFINED SPACE
INSPECTORS TO PERFORM COMPACTION TESTINGS IN TRENCHES AND PITS THAT ARE GREATER THAN 5 FEET DEEP.
3. A MUD SLAB/SEAL COURSE MAY BE CONSTRUCTED AS A REPLACEMENT TO STABILIZE THE
SUBGRADE AS GROUNDWATER IS ENCOUNTERED AT THE BOTTOM OF THE EXCAVATION UPON THE CITY ENGINEER'S AND THE PROJECT GEOTECHNICAL ENGINEER'S APPROVAL.
4. A LAYER OF HIGH STRENGTH GEOGRID (TENSAR BX 1200, EQUIVALENT OR BETTER) SHALL BE PLACED IMMEDIATELY ABOVE THE SUBGRADE/BELOW THE MUD SLAB (CONCRETE). THE
GEOGRID SHALL EXTEND FURTHER UP THE SIDES OF THE PIT TO COVER THE GEOTEXTILE
TO PROVIDE PROTECTION IN CASE THE GEOTEXTILE BEING RIPPED DURING SHEET PILE EXTRACTION.
- TRENCH DETAIL SECTION A
NTS
2'
#4 BARS
@ 12" MAX
(5) #4 CIRCULAR TIES
TRASH CAPTURE DEVICE
PRECAST CONCRETE WALL
4" DOWELS X 8" LENGTH
@ 8" O.C.
OUTLET PIPE (TYP)
COLLAR (TYP)
SEE DETAIL
H-20 RATED ALUMINUM ACCESS HATCH WITH
LIFT ASSIST AND FALL PROTECTION
FLOW FLOW
SLIDE GATE TO BE INSTALLED BY CONTRACTOR
(SEE SPECIFICATIONS) (ACTUATOR NOT SHOWN FOR CLARITY)
SEE DETAIL
NEW 36" RCP PIPE
COLLAR (TYP)
SEE DETAIL
INV EL = 17.24'± (IN)
FLOW
CLASS 1 BEDDING STABILIZED
MATERIAL OR CLASS 3 AGGREGATE
BASE 95% COMPACTION PER ASTM
D1557/D6938 (SEE NOTES 2, 3 & 4)
BACKFILL WITH
CDF AS REQUIRED
(SEE NOTE 1) (TYP)
SEE NOTES 1 & 2 (TYP) CONTRACTOR TO GROUT
TO FINISHED GRADE (TYP)
SLIDE GATES AND ACTUATORS
TO BE INSTALLED BY CONTRACTOR,
(TYP OF 2) (SEE SPECIFICATIONS)
SEE DETAIL
EXISTING 36" DIAMETER
STEEL SD PIPE
NEW SD PIPE,
LENGTH AS REQUIRED
FOR CONSTRUCTION
EL = 15'±
EXIST. STEEL PIPE
EL = 27'±
INV. EL = 17.20'± (OUT)
NEW 36" RCP PIPE
FLOW
- CONCRETE SLAB DETAIL 3
NTS
A
-
(E) SDMH
24" 48"
48" 48"
FILL ANNULAR SPACE W/
NON-SHRINK GROUT
INSTALL LINKSEAL OR EQUAL PER
MFG'S RECOMMENDATIONS
DRILL HOLE FOR DOWELS, FILL
ANNULAR SPACE WITH 2 PART
EPOXY ANCHOR ADHESIVE
(TYP)
4" MIN
10 1
10 1
CONCRETE RISERS AND
HATCHES TO BE INSTALLED
BY CONTRACTOR
CONCRETE RISERS AND
HATCHES TO BE
INSTALLED BY CONTRACTOR
TRASH CAPTURE DEVICE
TO BE PROCURED BY OTHERS
AND INSTALLED BY CONTRACTOR
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
FILE NAME:8 DETAILS.dwg
DETAILS
8 10
UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
FILE NAME:9 DETAILS.dwg
DETAILS
9 - CALTRANS SD DETAIL D72B 1
NTS
- EMERYVILLE CITY STANDARD DETAIL AC PAVEMENT REPLACEMENT 2 NTS
CLASS 2 AG BASE
95% RELATIVE COMPACTION
90% RELATIVE
COMPACTION
SECTION A-A
AS NEEDED FOR SLIDE
GATE INSTALLATION
1 2" Ø STAINLESS STEEL MOUNTING
PLATE BOLTS, TYP. OF 4
5 8
" STAINLESS STEEL CONCRETE
ANCHORS, (TYP OF 6)
1 2
" Ø STAINLESS STEEL
BOLTS, TYP. OF 4
4"x4"x
1 4
" ANGLE
IRON SUPPORT
3.5" MIN
MANUAL ACTUATOR
WITH HAND WHEEL
ACCESS HATCH
W4X13 SS, TYP. OF 2
PRECAST GRINDER BOX
STRUCTURE
24"
B
1 2
" Ø 316 SS MOUNTING PLATE BOLTS
(TYP OF 4)
ACTUATOR NOT
SHOWN FOR CLARITY
ACTUATOR STEM OPENING
IN MOUNTING PLATE
ACTUATOR
MOUNTING BOLTS,
PER MANUFACTURER
RECOMMENDATIONS SLIDE GATE, INSTALLED
BELOW PER MANUFACTURER
RECOMMENDATIONS
4"X4"X
1 2
" SS
MOUNTING ANGLE
W4X13 SS ACTUATOR
SUPPORT BEAMS
(TYP OF 2)
A A
B
AS REQD
3/4"
31/2 3/4" 1/2"
STEM GUIDE FROM
MANUFACTURER
STAINLESS STEEL STEM GUIDE
MOUNTING BOLTS, Ø AS
REQUIRED BY MANUFACTURER 2"
3 8
" 316 STAINLESS STEEL
CONCRETE ANCHORS
1 2
" Ø BOLT HOLE FOR
3 8
" ANCHOR BOLT,
TYP OF 4
1 4
" X3-1/2" SS
MOUNTING PLATE
1 4
"X1"X1" SS ANGLE
SECTION B-B
SECTION A-A
PER MANUFACTURER'S
RECOMMENDATIONS
SLIDE GATE STEM
STEM GUIDE MOUNTING PATTERN,
CONTRACTOR TO MODIFY PATTERN AS
NECESSARY FOR INSTALLATION PER
MANUFACTURER RECOMMENDATION
STAINLESS STEEL STEM GUIDE
MOUNTING PLATE
STEM HOLE THROUGH MOUNTING PLATE,
Ø AS REQUIRED FOR INSTALLATION
3 8
" STAINLESS
STEEL CONCRETE
ANCHORS
1 4
" SS MOUNTING
PLATE
AS REQUIRED FOR STEM
GUIDE INSTALLATION
1/4"
B
B
A A
STEM GUIDE NOT
SHOWN FOR CLARITY
3-1/2"
B
C
A CA
B
4" MIN
GROUT
4" MIN
6"
INVERT
ANCHOR BOLTS, LOCATIONS AS
REQUIRED BY MANUFACTURER, TYP
SLIDE GATE INVERT
ANGLE (FLUSH MOUNT)
GROUT
SEE NOTE 1
NOTES
1. CONTRACTOR TO INSTALL SLIDE GATE PER MANUFACTURER
RECOMMENDATIONS.
2. ALL HARDWARE TO BE PROVIDED BY MANUFACTURE AND INSTALLED PER MANUFACTURER RECOMMENDATIONS.
SECTION A-A SECTION B-B SECTION C-C
4" MIN
1 2" Ø STAINLESS STEEL
MOUNTING PLATE
BOLTS (TYP OF 4)
1 4
" ACTUATOR MOUNTING PLATE
THROUGH HOLE FOR
SLIDE GATE STEM, Ø
PER MANUFACTURER
RECOMMENDATIONS
ACTUATOR MOUNTING
BOLTS, PER MANUFACTURER
RECOMMENDATIONS
4"x4"x
1 4
" ANGLE IRON
SUPPORT
5 8
" STAINLESS STEEL
CONCRETE ANCHOR BOLTS
(TYP OF 6)
W4X13 SS (TYP OF 2)
1 2
" Ø STAINLESS STEEL
BOLTS (TYP OF 4)
4" MIN
SECTION B-B
10 UNDERGROUND
SERVICE ALERT
NORTH 811
CALL: TOLL FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
MARK REVISIONS APPR. DATE.
SURVEY
PG&E
EBMUD
CALTRANS
APPROVED BY BY DATE APPROVED BY
CITY ENGINEER
DATE: HORIZ. SCALE VERT. SCALE
CITY OF EMERYVILLE, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
TRASH CAPTURE DESIGN PROJECT
DESIGN WORK ORDER. NO.: XXXXX
CONSTR. WORK ORDER. NO.: XXXXX
SHEET OF
Schaaf Wheeler
CONSULTING CIVIL ENGINEERS
4699 OLD IRONSIDES DR., SUITE #350
SANTA CLARA, CA 95054
(408) 246-4848
DATE: 9/1/2022
DESIGNED BY: FTS DRAWN BY: FM CHECKED BY: CJT
FILE NAME:10 SLIDE GATE DETAILS.dwg
SLIDE GATE DETAILS
10 - SLIDE GATE MOUNTING DETAIL 1
NTS
- SLIDE GATE STEM SUPPORT DETAIL 2
NTS
- ACTUATOR MOUNTING DETAIL 3
NTS