View Attachment C — Oakland City Council, February 20, 2024

Project Number 1006466 – Re-Bid December 2023
SECTION 2. Mandatory Policies and
Programs
Schedules I, O, R, W, and Z shall be submitted with the bid.

All other Schedules referenced below are not required with the proposal. These schedules will only be required of the contractor receiving the award and will be provided during the contract execution phase. These Schedules, policies, programs, and ordinances referenced in this section are available at: https://www.oaklandca.gov/documents/contracts-and-complianceforms-and-schedules Please carefully review all the terms and conditions described below. The City shall award contracts only to firms that can achieve full compliance.

2.1 Prevailing Wage
The City has adopted State of California Prevailing Wage rates for its public works projects over $1,000.00 as per Special Provisions Section 7-2.2.

This project is subject to State of California Labor Code Sections 1770-1781, 1813, and 1815 requiring the payment of prevailing wages, the training of apprentices, and compliance with other applicable requirements. The City shall provide upon request copies of the prevailing rate of per diem wages to be paid to all applicable workers. The City shall make available prevailing wage rate determinations to all interested parties upon reasonable request during normal business hours. Additionally, the contractor shall have a copy of the prevailing wage determinations posted in a conspicuous place at each job site. Prevailing wage information may also be obtained via the internet at:
www.dir.ca.gov.

As a condition to receiving progress payments, final payment, and payment of retention on any and all projects on which the payment of prevailing wages is required, the contractor shall have provided to the City, along with its request for payment, all applicable and necessary certified payrolls and other required documents for the time period covering such payment request. The City shall withhold any portion of a payment, including the entire payment amount until certified payroll forms and other required compliance monitoring documents are properly submitted. In the event that certified payroll forms do not comply with the requirements of Labor Code Section 1720 et seq., or wage violations are identified by the City, the City may continue to hold sufficient funds to cover estimated wages and penalties under the contract.

SECTION 3. Bidding Information

3.1 BID INSTRUCTIONS
Please read instructions carefully. Bidders are required to fully complete all forms listed in Section 3.2 and submit all information requested including, but not limited to, license information, pricing, materials, labor, certifications, and signatures. Omissions and other failures to provide such information, certifications or signatures may result in a determination of "nonresponsive" with no further consideration of the bid.

3.1.1 Bid Submittal and Bid Opening
All bids shall be submitted to the City Clerk in accordance with the two options specified in the Notice To Bidders (NTB). Bid openings will be conducted on line through the Zoom link provided below.
https://us02web.zoom.us/j/6795260269?pwd=eUd3RUVKdWxFYnRhK1E2ZHphOC96dz09&omn=85436393401 Meeting ID: 679 526 0269
Passcode: 627289
One tap mobile
+16699006833 .. 6795260269# .... *627289# US (San Jose) +13462487799 .. 6795260269# .... *627289# US (Houston)
Dial by your location
+1 669 900 6833 US (San Jose)
+1 346 248 7799 US (Houston)
+1 253 215 8782 US (Tacoma)
+1 929 436 2866 US (New York)
+1 301 715 8592 US (Washington DC)
+1 312 626 6799 US (Chicago)
888 788 0099 US Toll-free
833 548 0276 US Toll-free
833 548 0282 US Toll-free
877 853 5247 US Toll-free
Meeting ID: 679 526 0269
Passcode: 627289
Find your local number: https://us02web.zoom.us/u/kbJyFbTSns

3.1.2 Pre-Bid Meeting Information
The NTB and legal advertisement will indicate whether a pre-bid meeting is scheduled, and if it is voluntary or mandatory. If mandatory. Prime Bidders who fail to attend the Project Number 1006466 - Re-Bid December 2023

Schedule R

SUBCONTRACTOR, SUPPLIER, TRUCKING LISTING
Project No. 1006466 – Cary Avenue Trash Capture Device B40 By request, the Department of Workplace & Employment Standards DWES) can email an electronic copy of Schedule R to your firm or go to
https://cao-94612.s3.amazonaws.com/documents/OAK023389.pdf Date
Note: Prime Contractor:

The contractor herewith must list all subcontractors and suppliers with values in excess of one-half of 1 percent of the prime contractor’s total bid or ten thousand dollars ($10,000) whichever is greater regardless of tier and all trucking and dollar amount regardless of tier to be used on the project. The contractor agrees that no changes will be made in this list without the approval of the City of Oakland Provide the address, type of work, dollar amount and check all boxes that apply. Bidders that do not list all subcontractors and suppliers with values greater than one half of one percent and all truckers regardless of tier and dollar amount shall be deemed non-responsive.

Project Name
Project Number
Signature
Contractor’s
License # Type of
Work
Company
Name
Address and City Phone Number Dollar
Amount
SupplierTruckingLBELPG/LBESBA-LBESLBEVSLBE* Ethnicity** Gender***Alternate Attach additional page(s) if necessary.
(SBA/LBE -Small Business Administration – Local Business Enterprise) (VSLBE – Very Small Local Business Enterprise) (LBE - Local Business Enterprise) (SLBE - Small Local Business Enterprise) (VSLBE - Very Small Local Business Enterprise) (LPG/LBE - Locally Produced Goods) Contractors are required to identify the ethnicity and gender of all listed firms majority owner. This information will be used for tracking purposes only. * Ethnicity - (AA=African American) (AI=Asian Indian) (AP=Asian Pacific) (C=Caucasian) (H=Hispanic) (NA=Native American) (O=Other) (NL=Not Listed) ** Gender - (M = Male) (F = Female)
*** Alternate (if applicable) - Please indicate in alternate box either 1, 2 or 3 and so on for alternate line items. (Revised as of 12/21/2021) JC

Project No. 1006466 – Cary Avenue Trash Capture Device B42

SECTION 6. Bid Drawings – Bound
Separately

CITY OF OAKLAND No. DATE BY REFERENCE
DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\2 GENERAL NOTES, LEGEND AND ABBREVIATIONS.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID GENERAL NOTES, LEGEND AND ABBREVIATIONS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN G1.2 ℄ GENERAL NOTES ABBREVIATIONS (INCLUDES BUT NOT LIMITED TO) SURVEY BENCHMARK NOTES LEGEND CARY AVENUECONTROL LINE ALIGNMENT 20'-0" TCE (E) ±40' RIGHT-OF-WAY 1+00 2+00 2+76 N 2,093,996.10 E 6,075,942.23 L3 L4 N 2,093,838.31 E 6,075,864.19
L1 L2 5 6 7 8 9 STA 1+47.00 24.17'L STA 2+47.12 24.02'L STA 2+46.93 0.87'R STA 1+47.30 0.81'R ELEVATION (FT) STATION CARY SD PIPE 102030 102030 0+60 1+00 1+50 2+00 2+50 2+90 EG ELEV WL ELEV ±15.0' SAWCUT BOUNDARY LINE TABLE LINE # L1L2L3L4 LENGTH (FT) 24.89 49.91 49.78 24.98 BEARING N65° 39' 31.30"W N25° 23' 08.04"E N27° 21' 49.04"E S62° 58' 26.94"E CONTROL LINE ALIGNMENT TABLE LINE # 56789 STA BEGIN 1+00.00 1+49.99 1+72.99 2+10.58 2+43.62 STA END 1+49.99 1+72.99 2+10.58 2+43.62 2+76.09 BEARING N27° 45' 19.80"E N27° 45' 19.01"E N26° 35' 00.70"E N25° 11' 47.33"E N23° 54' 17.43"E CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C1.1-DP01_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID DEMOLITION PLAN CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN C1.1 SITE PLAN SCALE: 1" = 10' PROFILE SCALE: 1" = 10' HORIZ 1" = 5' VERT GENERAL NOTES HATCH LEGEND DEMOLITION NOTES CAUTION: (E) GAS LINES CAUTION: (E) GAS LINES CARY AVENUE 20'-0" TCE (E) ±40' RIGHT-OF-WAY 5'-0" MIN 10+00 11+00 11+83 N 2,093,838.31 E 6,075,864.19 N 2,093,996.10 E 6,075,942.23 2 4 1 5 3 ELEVATION (FT) STATION CARY STRM BYPASS 102030 102030 9+60 10+00 10+50 11+00 11+50 11+80 EG ELEV WL ELEV ±15.0' ALIGNMENT 1 CONTROL LINE TABLE LINE # 12345 STA BEGIN 10+00.00 10+49.99 10+76.53 11+23.58 11+50.08 STA END 10+49.99 10+76.53 11+23.58 11+50.08 11+82.58 BEARING N27° 45' 19.80"E N2° 11' 26.77"W N26° 18' 17.94"E N55° 09' 51.72"E N23° 54' 19.25"E CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C2.1-PP01_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID PLAN AND PROFILE CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN C2.1 SITE PLAN - ALIGNMENT 1 SCALE: 1" = 10' PROFILE - ALIGNMENT 1 SCALE: 1" = 10' HORIZ 1" = 5' VERT GENERAL NOTES CAUTION: (E) GAS LINES CAUTION: (E) GAS LINES CONSTRUCTION NOTES CARY AVENUE 20'-0" TCE (E) ±40' RIGHT-OF-WAY 5'-0" MIN N 2,093,838.31 E 6,075,864.19 N 2,093,996.10 E 6,075,942.23 1+00 1+50 2+00 2+50 2+76 1 2 3 4 5 ELEVATION (FT) STATION CARY SD PIPE 102030 102030 0+60 1+00 1+50 2+00 2+50 2+80 3'-6" EG ELEV WL ELEV ±15.0' ALIGNMENT 2 CONTROL LINE TABLE LINE # 12345 STA BEGIN 1+00.00 1+49.99 1+72.99 2+10.58 2+43.62 STA END 1+49.99 1+72.99 2+10.58 2+43.62 2+76.09 BEARING N27° 45' 19.80"E N27° 45' 19.01"E N26° 35' 00.70"E N25° 11' 47.33"E N23° 54' 17.43"E CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C2.2-PP02_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID PLAN AND PROFILE CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN C2.2 SITE PLAN - ALIGNMENT 2 SCALE: 1" = 10' PROFILE - ALIGNMENT 2 SCALE: 1" = 10' HORIZ 1" = 5' VERT GENERAL NOTES CAUTION: (E) GAS LINES CONSTRUCTION NOTES CAUTION: (E) GAS LINES 1'-6" MIN 1'-6" BEDDING ZONE VARIES PAVEMENT REPLACEMENT TO MATCH EXISTING 1'-0" MIN CLEARANCE 1'-0" MIN CLEARANCE 1'-0" BOTH SIDES ELEVATION (FEET) 51015202530354045 51015202530354045 -30 -20 -10 0 10 20 30 40 50 60 70 80 SEE NOTES 3 & 4 40'-0" R/W 20' TEMPORARY CONSTRUCTION EASEMENT ±50' 20' (E) ±40' R/W CARY AVENUE CARY AVENUE CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C4.1-SECT_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID SECTIONS AND DETAILS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN C3.1 SECTION A SCALE: 1" = 5' C3.1 PIPE TRENCHING 1 SCALE: 3/8" = 1'-0 TYP (N) CONC CONNECTION TO EXISTING 2 SCALE: NTS TYP SANITARY SEWER REHAB PLAN 3 SCALE: 1"=40' C3.1 SERVICE RELOCATION DETAIL (BY OTHERS) 4 SCALE: 1"=3' TYP 23'-0" 25'-9" 15'-012" 4'-5" 7'-3" 13'-3" 7'-3" 5'-3" 1'-6" 1'-6" 1'-6" 5'-3" ALIGNMENT 1 ALIGNMENT 2 2'-0" 1'-8" 1'-6" 7'-9" 3'-0" 3'-0" 13'-312" 33'-0" 14'-412" 25'-9" 1'-6" 7'-3" 1'-6" 13'-3" 2'-0" 4'-8" 1'-6" 1'-6" 7'-112" 5'-3" ALIGNMENT 1 ALIGNMENT 2 2'-0" 1'-3" 1'-8" 2'-3" 3'-6" 7'-9" 3'-0" 3'-0" CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C4.2-DT01_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID DETAILS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN C3.2 DOWNSTREAM JUNCTION BOX SECTION A SCALE: 1/4" = 1'-0" - UPSTREAM JUNCTION BOX SECTION B SCALE: 1/4" = 1'-0" - UPSTREAM JUNCTION BOX PLAN 2 SCALE: 1/4" = 1'-0" C3.2 DOWNSTREAM JUNCTION BOX PLAN 1 SCALE: 1/4" = 1'-0" C3.2 36"x72" BIO CLEAN
36"x72"
BIO CLEAN 36"x72" BIO CLEAN
36"x72"
BIO CLEAN 1'-2" 3'-11" FILL OUTLET ELEVATION VIEW C 13'-10" 8" 12'-0" INLET ELEVATION VIEW A 7'-9" SPLITTER SCREEN ELEVATION VIEW B 5'-03 4" 8'-914" 5'-2" 3'-3" PLAN VIEW 2'-2" 6'-0" 5'-6" 2'-8" 2'-0" 1'-0" 25'-4" 24'-0" 8" 2'-9" 7'-8" 7'-8" 7'-8" 12'-4" 8" 11'-0" CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C4.3-DT02_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID DSBB-1124 DETAILS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN C3.3 CONTECH DSBB 11-24 DETAILS SCALE: 1/4" = 1'-0" TYPICAL REINFORCING BAR BENDS AND HOOKS STRUCTURAL NOTES REINFORCING CONCRETE NON-SHRINK GROUT GENERAL INTENT OF DRAWINGS FOUNDATION AND EARTHWORK DESIGN CRITERIA GEOTECHNICAL DESIGN PARAMETERS REBAR DEVELOPMENT AND LAP SPLICE NOTES TYPICAL REINFORCING BAR BENDS AND HOOKS 1S1.1 TYPICAL LAP SPLICE 2S1.1 STRUCTURAL NOTES AND TYPICAL DETAILS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN S1.1 CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Struct\Dwg\Improvement Plans\S1.1-G01_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: CONG DUC MAI VICKI LUU CONG DUC MAI RE-BID 23'-0" 25'-9" 15'-012" 4'-5" 33'-0" 14'-412" 25'-9" 13'-312" 25'-9" 23'-0" 15'-012" 4'-5" 13'-312" 25'-9" 33'-0" 14'-412" CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Struct\Dwg\Improvement Plans\S2.1-D01_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: CONG DUC MAI VICKI LUU CONG DUC MAI RE-BID ROOF AND FOUNDATION PLANS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN S2.1 DOWNSTREAM JUNCTION BOX - FOUNDATION PLAN 3S2.1 UPSTREAM JUNCTION BOX - FOUNDATION PLAN 4S2.1 DOWNSTREAM JUNCTION BOX - ROOF PLAN 1S2.1 UPSTREAM JUNCTION BOX - ROOF PLAN 2S2.1 Ø60" RCP 9'-6" 6'-9" 1'-8" TOP SLAB 2'-0" DS JUNCTION BOX 2'-3" US JUNCTION BOX 7'-9" 11'-5" 25'-9" 1'-6" 3'-9" 13'-3" 5'-9" 1'-6" 3'-0" 2'-4" 1'-0" MIN CONCRETE COLLAR 2'-0" 6" 12" MIN, TYP ℄ 6'-9" 9'-6" 1'-8" TOP SLAB 2'-0" DS JUNCTION BOX 2'-3" US JUNCTION BOX 7'-9" 14'-412" DS JUNCTION BOX 15'-012 " US JUNCTION BOX 6" 12" MIN, TYP 2'-4" 2'-0" 1'-3" 1'-6" 1'-8" 1'-6" 2S2.3 1S2.3 1S2.3 2S2.3 212" CLR, TYP 212" CLR, TYP 212" CLR, TYP 212" CLR 212" CLR 212" CLR, TYP 212" CLR, TYP 3" CLR 7'-9" 1'-8" 2'-0" DS JUNCTION BOX 2'-3" US JUNCTION BOX 6" 7'-3" 7'-3" 1'-6" 212" CLR, TYP 212" TYP 1'-6" 1'-8" 1'-3" 12" MIN 6" 212" CLR, TYP CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Struct\Dwg\Improvement Plans\S2.2-D02_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: CONG DUC MAI VICKI LUU CONG DUC MAI RE-BID STRUCTURAL DETAILS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN S2.2 WALL OPENING FOR 60'' RCP AND (E) BOX CULVERT 1S2.2 WALL OPENING FOR (E) BOX CULVERT 2S2.2 JUNCTION BOX WALL AND SLAB REINF - TYPICAL 3S2.2 JUNCTION BOX TOP SLAB - LONGITUDINAL 4S2.2 GIRDER TIE-IN DETAIL 5S2.2 1 S2.3 2
S2.32
S2.3
2'-0" DS JUNCTION BOX 2'-3" US JUNCTION BOX 3'-0" 3'-0" 2'-0" DS JUNCTION BOX 2'-3" US JUNCTION BOX 3'-0" 3'-0" 5'-0" MAX 12" TYP CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Struct\Dwg\Improvement Plans\S2.3-D03_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: CONG DUC MAI VICKI LUU CONG DUC MAI RE-BID STRUCTURAL DETAILS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN S2.3 60'' RCP TERMINATING IN WALL 1S2.3 (E) BOX CULVERT & JUNCTION BOX CONNECTION 2S2.3 1'-6" 6" 4" 3'-0" RCP WALL THICKNESS 1'-6" MAX 3'-0" MAX VARIES 4'-0" Ø 6" WALL48" RCP SECTIONS ECCENTRIC REDUCER ADJUSTMENT RINGS 3" CLR 5" 48" 212" CLR, TYP 212" CLR, TYP 32" LAP SPLICE 32" LAP SPLICE 36" (MIN) - BAR LENGTH (E) BOX CULVERT WALL OR SLAB 10" 3'-6" 212" CLR 1'-0" 2'-3" 212" CLR 2" GROUT 1'-6" 5" 212" CLR CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Struct\Dwg\Improvement Plans\S2.4-D04_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: CONG DUC MAI VICKI LUU CONG DUC MAI RE-BID STRUCTURAL DETAILS CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN S2.4 REINFORCING STEEL AT WALL INTERSECTION 3S2.4 48" REINFORCED MANHOLE WITH 36" OPENING - ECCENTRIC REDUCER 1S2.4 FIELD CLOSURE / CONC COLLAR FOR RCP 4S2.4 CONCRETE CONNECTION 5S2.4 REINFORCING AT WEIR 2S2.4 CARY AVENUE 33'± 20'-0" 22'± 100'± (E) ±40' RIGHT-OF-WAY 50'± 50'± CITY OF OAKLAND No. DATE BY REFERENCE DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C3.1-PAV01_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID PAVING AND STRIPING PLAN CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN C4.1 TRAFFIC CONTROL NOTES PAVEMENT LEGEND: PAVING AND STRIPING PLAN SCALE: 1" = 10' CAUTION: (E) GAS LINES CONSTRUCTION NOTES CITY OF OAKLAND No. DATE BY REFERENCE
DRAWING NAME: J:\Jobs\8792_CityofOakland_OnCall\HydrologyStormwater_OnCall\TO7_LargeTrashCaptureDesignCary\Civil\Dwg\Improvement Plans\C4.3-DT03_CARY.dwg PLOT DATE: 12-13-23
PLOTTED BY: vluu PLANS FOR THE CONSTRUCTION OF 250 FRANK H. OGAWA PLAZA, SUITE 4314 OAKLAND, CA 94612 (510) 238-7270 FAX (510) 238-2346 OAKLAND PUBLIC WORKS DEPARTMENT BUREAU OF DESIGN & CONSTRUCTION DATE: SCALE: SHEET NO. OF PROJECT NO. BUILDING RELATIONSHIPS ONE PROJECT AT A TIME 180 GRAND AVE, SUITE 775 Tel 510.208.2400 OAKLAND, CA 94612 Fax 510.208.2401 1006466 DEC 2023 DESIGNED BY: DRAWN BY: CHECKED BY: MARY JANE KABALIN CAELA BRAZELTON MARY JANE KABALIN RE-BID POLLUTION PREVENTION PLAN CARY AVENUE TRASH CAPTURE DEVICE AS SHOWN X1.1 Materials storage & spill cleanup Non-hazardous materials management · Sand, dirt, and similar materials must be stored at least 10 feet (3 meters) from catch basins. All construction material must be covered with a tarp and contained with a perimeter control during wet weather or when rain is forecasted or when not actively being used within 14 days. · Use (but don't overuse) reclaimed water for dust control as needed.· Sweep or vacuum streets and other paved areas daily. Do not wash down streets or work areas with water.· Recycle all asphalt, concrete, and aggregate base material from demolition activities. Comply with City of Oakland Ordinances for recycling construction materials, wood, gyp board, pipe, etc.· Check dumpsters regularly for leaks and to make sure they are not overfilled. Repair or replace leaking dumpsters promptly.· Cover all dumpsters with a tarp at the end of every work day or during wet weather. Hazardous materials management · Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state, and federal regulations.· Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecasted.· Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecasted within 24 hours.· Be sure to arrange for appropriate disposal of all hazardous wastes. Spill prevention and control · Keep a stockpile of spill cleanup materials (rags, absorbents, etc.) available at the construction site at all times.· When spills or leaks occur, contain them immediately and be particularly careful to prevent leaks and spills from reaching the gutter, street, or storm drain.· Never wash spilled material into a gutter, street, storm drain, or creek!· Dispose of all containment and cleanup materials properly.· Report any hazardous materials spills immediately! Dial 911 or City of Oakland Public Works Hotline at (510)615-5566 Construction Entrances and Perimeter · Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site.· Sweep or vacuum any street tracking immediately and secure sediment source etc prevent further tracking. Vehicle and equipment maintenance & cleaning · Inspect vehicles and equipment for leaks frequently. Use drip pans to catch leaks until repairs are made; repair leaks promptly.· Fuel and maintain vehicles on site only in a bermed area or over a drip pan that is big enough to prevent runoff.· If you must clean vehicles or equipment on site, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or creeks.· Do not clean vehicles or equipment on-site using soaps, solvents, degreasers, steam cleaning equipment, etc Earthwork & contaminated soils· Keep excavated soil on the site where it will not collect in the street.· Transfer to dump trucks should take place on the site, not in the street.· Use fiber rolls, silt fences, or other control measures to minimize the flow of silt off the site.· Earth moving activities are only allowed during dry weather by permit and as approved by the City of Oakland in the Field.· Mature vegetation is the best form of erosion control. Minimize disturbance to existing vegetation whenever possible.· If you disturb a slope during construction, prevent erosion by securing the soil with erosion control fabric, or seed with fast- growing grasses as soon as possible. Place fiber rolls down-slope until soil is secure.· If you suspect contamination (from site history, discoloration, odor, texture, abandoned underground tanks or pipes, or buried debris), call the Engineer for help in determining what should be done, and manage disposal of contaminated soil according to their instructions. Dewatering operations · Effectively manage all run-on, all runoff within the site, and all runoff that discharges from the site. Run-on from off site shall be directed away from all disturbed areas or shall collectively be in compliance.· Reuse water for dust control, irrigation, or another on-site purpose to the greatest extent possible.· Be sure to notify and obtain approval from the Engineer before discharging water to a street, gutter, or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required.· In areas of known contamination, testing is required prior to reuse or discharge of groundwater. Consult with the Engineer to determine what testing is required and how to interpret results. Contaminated groundwater must be treated or hauled off-site for proper disposal. Saw Cutting · Always completely cover or barricade storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or sand/gravel bags to keep slurry out of the storm drain system.· Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!).· If saw cut slurry enters a catch basin, clean it up immediately. Paving/Asphalt Work · Always cover storm drain inlets and manholes when paving or applying seal coat, tack coat, slurry seal, or fog seal.· Protect gutters, ditches, and drainage courses with sand/gravel bags, or earthen berms.· Do not sweep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. · Do not use water to wash down fresh asphalt concrete pavement. Concrete, grout, and mortar storage & waste disposal · Store concrete, grout, and mortar under cover, on pallets, and away from drainage areas. These materials must never reach a storm drain.· Wash out concrete equipment/trucks off-site or into contained washout areas that will not allow discharge of wash water onto the underlying soil or onto the surrounding areas.· Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal off site. Painting· Never rinse paint brushes or materials in a gutter or street!· Paint out excess water-based paint before rinsing brushes, rollers, or containers in a sink.· Paint out excess oil-based paint before cleaning brushes in thinner.· Filter paint thinners and solvents for reuse whenever possible. Dispose of oil-based paint sludge and unusable thinner as hazardous waste. Landscape Materials· Contain, cover, and store on pallets all stockpiled landscape materials (mulch, compost, fertilizers, etc.) during wet weather or when rain is forecasted or when not actively being used within 14 days.· Discontinue the application of any erodible landscape material within 2 days of forecasted rain and during wet weather. Make sure your crews and subs do the right job! Runoff from streets and other paved areas is a major source of pollution and damage to creeks and the San Francisco Bay. Construction activities can directly affect the health of creeks and the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines and the project specifications will ensure your compliance with City of Oakland requirements. Pollution Prevention - It's Part of the Plan

CITY OF OAKLAND
Oakland Public Works Department (510) 238-3437
Engineering Design & ROW Management Division FAX (510) 238-7227

TEMPORARY DISCHARGE

TO SANITARY SEWER SYSTEM APPLICATION
Applicant/Project Name
Location
Contact Name: _________________________ Phone # or Email:________________________ Fill-out this application and submit the information listed below for City’s review:

A. Flow ________________gpm Total Discharge Volume: __________ gallons Groundwater or discharge flows into sanitary sewer system:

Shall not exceed 15 gallons per minute for continuous discharge (24/7).

1. No discharge when there is a forecast of rain, during any rain, and no sooner than two hours after the rain.

Shall not exceed 50 gallons per minute if the following restrictions in placed:

2. Discharge will only be during the off-peak hours of 9 a.m. to 5 p.m., Monday through Friday

3. No discharge when there is a forecast of rain, during any rain, and no sooner than two hours after the rain.

4. No discharge on Saturday, Sunday or on any holiday.

B. Duration to
C. Site Inspection – Discharge Structure
Provide a structure that is easily accessible to the City staff to inspect the discharge. This structure may be a manhole or other underground structures.

D. East Bay Municipal Utility District (EBMUD) Permit
EBMUD Permit Number ________________________
1 of 3
E. Discharge Quality. Provide a water quality treatment process to address the removal of the elements discovered during groundwater or other water discharge exploration known to the applicant. This includes silt removal and treatment of adverse elements.

F. Discharge Flow Rate and Treatment Monitoring Plan
Provide a monitoring plan to assure compliance with the requirements stated in this application and report on the following:

1. Discharge flow rates and the flow limits stated in this application.

2. Water quality and compliance with the limits stated in the EBMUD permit application.

G. Penalties
In an event when discharge exceeds the agreed amount or the quality of water fails to meet the requirements stated in the application, the applicant shall be assessed $10,000 for each incident.

H. Enclose the following supporting material:

Site plan
Inspection structure location
Treatment process
Discharge Rate
Treatment monitoring plan
EBMUD water quality treatment process plan
Upon approval of the discharge application, the applicant will be contacted to pick-up the application and submit a check made to the City of Oakland. The payment will cover the staff costs for review and approval of the application and follow-up site inspections.

G. Permits
When this application has completed and approved by the Public Works Department, the applicant will obtain permit(s) for the work from the permit counter on the 2nd floor of 250 FOP.

The applicant will be required to secure one or all of the following permits:

Excavation Permit
Obstruction Permit
Sewer (Connection) Permit

CITY OF OAKLAND
Oakland Public Works Department (510) 238-3437
Engineering Design & ROW Management Division FAX (510) 238-7227 The applicant acknowledges that the City makes no representations or warranties as to the capacity of the City infrastructure related to the discharge. By signing this permit application, applicant agrees that it will use the public street or easement area at its own risk, is responsible for the proper coordination of its activities with all other permittees, underground utilities, contractors, or workmen operating, within the discharge area and for the safety of itself and any of its personnel in connection with its entry under this document.

The applicant hereby waive, and does hereby release the City from any and all claims for damages arising out of the discharge of water into the City sanitary sewer system; and, The applicant further does remise, release, and forever discharge and agree to defend, indemnify and save harmless, the City, its officers, agents and employees and each of them, from any and all actions, causes of actions, claims and demands of whatsoever kind or nature, and any damage, loss or injury which may be sustained directly or indirectly or by the undersigned and any other person or persons, and arising out of, or by reason of, the occupation of said public property and the discharge of water into the City’s sanitary sewer system. ______________________________ ________________________________ Applicants Signature Date Certification:

I understand that I am legally responsible for discharge of wastewater from the facility and for complying with the terms and conditions of this wastewater discharge permit. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Base on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including possibility of fine and imprisonment for knowing violations.

For City Use Only
Date Received Reviewed By Reviewer phone Application No. 3 of 3
Page | 1 Last Revised: December 2018
Application # (for City use only): _________________

CITY OF OAKLAND
250 FRANK H. OGAWA PLAZA · OAKLAND, CALIFORNIA 94612-2033 Oakland Public Works Department (510) 238-6715
Bureau of Design and Construction FAX (510) 238-6412
TDD (510) 238-3254

TEMPORARY DISCHARGE TO

STORMDRAIN SYSTEM APPLICATION
Applicant Name: Applicant Email: Applicant Phone: Project Name: Location: Proposed Discharge Rate (gallons per minute)*: Total Estimated Discharge Volume (gallons):

Duration of Discharge: to
month day year month day year
*Please note the following limitations and restrictions:

Discharge shall not exceed 150 gallons per minute or 10% capacity of the stormwater conduit
Discharge shall only occur between 8 AM and 4:30 PM (Monday Friday) No discharge shall be allowed 24-hours before any forecast of rain, during rain, or 24- hours after rain
No discharge shall be allowed on Saturday, Sunday, or on any holiday The following information is required as part of the process:

A. NPDES or other permits from the California Regional Water Quality Control Board, San Francisco Bay Region (RWQCB)
Documentation clearly showing the means to meet the discharge requirements . B. Discharge Flow Rate and Treatment Monitoring Plan
Provide a water quality treatment process to address the removal of adverse elements of the proposed discharge
Provide a monitoring plan to assure compliance with the requirements stated in this application and report on the following:

1. Discharge flow rates, volumes, and limits stated in the approved permit

2. Water quality and compliance with the discharge limits stated in the RWQCB permit
Page | 2 Last Revised: December 2018
C. Site Plan or Layout Map
The site plan or layout map shall clearly identify the location of the proposed discharge activity and all City facilities to be utilized. The map shall include the following elements:

Legend: describe the symbology used in the drawing
North Arrow: arrow showing north
Project Boundary: the limits of the project area should be clearly identified Street Names: street names should be called out and clearly visible Drainage Pathway: the drawing should clearly trace the flow pathway of the discharge from the discharge structure to the receiving body D. Stormwater Conduit Capacity Analysis
The hydraulic capacity of the stormwater conduit to be discharged to shall be determined and calculations shall be attached as a supplemental document The calculations shall be certified and stamped by a Professional Engineer (Civil) licensed in the State of California.

The applicant shall demonstrate the proposed discharge rate meets the discharge requirements and can be safely conveyed by the
Other Information:

The applicant is required to submit a completed application with the all requested information and documentation. Incomplete applications will not be reviewed.

At least 72-hours prior to discharge, the applicant will inform the City of the of the planned discharge.

Discharge shall only occur at locations approved by the City. conduct an inspection of the discharge facilities.

In the event public or private infrastructure or property is damaged as a result of discharged flows, the cost of all repairs will be borne by the applicant.

Penalties: In an event when discharge exceeds the agreed amount or the quality of water fails to meet the requirements stated in the application, the applicant shall be assessed $10,000 for each incident.

Application Checklist:

Documentation showing compliance with NPDES/RWQCB permits (as applicable) Proposed discharge rate and volume
Treatment monitoring plan
Site plan or layout map
Capacity analysis of City facilities to be utilized

Page | 3 Last Revised: December 2018
The applicant acknowledges that the City makes no representations or warranties as to the capacity of the City infrastructure related to the discharge. By signing this permit application, applicant agrees that it will use the public street or easement area at its own risk, is responsible for the proper coordination of its activities with all other permittees, underground utilities, contractors, or workmen operating, within the discharge area and for the safety of itself and any of its personnel in connection with its entry under this document.

The applicant hereby waives, and does hereby release the City from any and all claims for damages arising out of the discharge of water into the City stormwater drainage system; and, The applicant further does remise, release, and forever discharge and agree to defend, indemnify and save harmless, the City, its officers, agents and employees and each of them, from any and all actions, causes of actions, claims and demands of whatsoever kind or nature, and any damage, loss or injury which may be sustained directly or indirectly or by the undersigned and any other person or persons, and arising out of, or by reason of, the occupation of said public property and stormwater drainage system.

Applicant Signature Print Name Date
Certification:

I understand that I am legally responsible for the discharge drainage system and for complying with the terms and conditions of this discharge permit. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including possibility of fine and imprisonment for knowing violations.

FALLON
0 130 260 390 520 65
Feet
! Stormdrain Structures
Stormdrain Pipes
PROJECT NAME Sheet No.
0000000
1 of 1
SCALE: 1 " = 100 '
No. DATE BY REFERENCE

CHECKED BY

APPLICANT NAME

APPLICANT ADDRESS

CITY OF OAKLAND
250 FRANK H. OGAWA PLAZA · OAKLAND, CALIFORNIA 94612-2033 Oakland Public Works Department (510) 238-6715
Bureau of Design and Construction FAX (510) 238-6412
TDD (510) 238-3254
Pipe Capacity Analysis
Pipe Characteristics (circular):

Pipe Diameter (D0): 18 inch
Manning (n): 0.013 (RCP)
Pipe Length (L): 300 ft
Upstream Invert Elevation: 10.0 ft
Downstream Invert Elevation: 7.0 ft
Calculations:

Proposed Discharge (QP): 150 gpm = 0.33 cfs
Area (A): 1.77 ft2
Wetted Perimeter (P): 56.55 in = 4.71 ft
Hydraulic Radius (R): 0.38 ft
Slope (S0): 1%
Maximum Pipe Flow (Qmax): 10.53 cfs
Proposed Pipe Capacity (QP/Qmax): 3%
Proposed Discharge (QP): 150 gpm = 0.33 cfs
Area (A): 1.77 ft2
Wetted Perimeter
250 Frank H. Ogawa Plaza, Suite 4344 Oakland, CA 94612-2033 (510) 238-3466 FAX (510) 238-7415 Transportation Services Fee:
$216.00/hr
Check the box that apply:

New Application (Utility, Excavation)
Renewal Application
New Development w/Mgmt Plan
City of Oakland Project

APPLICATION FOR TRAFFIC CONTROL PLAN
Oakland Department of Transportation
Safe Streets Division
Please Read the Following Statements Below:

1. An approved Traffic Control Plan along with an Obstruction Permit is REQUIRED to work in the City of Oakland right-ofway

2. Processing time for a Traffic Control Application is a minimum of 10 business days. 3. Traffic Control review is scheduled only on Tuesdays and Thursdays from 9:00am to 11:30am or by appointment only. 4. A scheduled appointment by phone or email with a TSD staff member is necessary to discuss all traffic control application and plans

5. Please call ahead to confirm that the traffic control application is ready for pickup @ 510-238-3467

6. Businesses and residences adjacent to the work area must be provided 72 hour advance notice. 7. A complete traffic control application may be faxed to 510-238-7415. 8. Incomplete traffic control applications will not be processed and returned to applicant immediately

9. The initial approval for a traffic control plan is 1 month, the renewal submittal may be approved up to 3 months

10. After receiving TSD approval of the traffic control application, contractor shall proceed to the Permit Center to obtain an obstruction permit
Contact Person: _________________________________________ Phone:______________________________________ Name of Company:_______________________________________ Fax:_________________________________________ Address of Company:___________________________________________________________________________________ Describe type of work to be performed:______________________________________________________________________________________ ______________________________________________________________________________________________________________________ ______________________________________________________________________________________________________________________ Location of work:_________________________________________________ Between*____________________ And*_____________________ Work date(s):______________________ Mon-Fri Sat-Sun Work Hours: ______________ to _________________ Please follow these steps in order to complete a traffic control plan:

A. Drawing Area: The full width of all streets adjacent to the site MUST be included in the drawing. Include the entire block in which your work is located for every street that is adjacent to your site B. Include Street Names, Direction of Traffic on the Street and North Arrow C. Show Existing Number of Lanes in all Directions (with any pavement arrows) D. Check the Box(s) that Apply: All checked items MUST be shown on the drawing Lane Closure Use of Median Sidewalk Closure
Street Closure Use of Parking Lane (must provide pedestrian walkway) (must provide detour plan)
E. Show All Dimensions of street widths (curb to curb), lane widths, sidewalk widths, and work area dimension. (Note: Traffic Control Application/Plans missing the above information will not be accepted or processed) F. Show Names and Locations of all advanced warning devices, flaggers, delineators, warning and constructions signs to be used CA MUTCD
RENEWAL PROCESS: Resubmit a completed Traffic Control Application with the old approved plan (with the necessary modifications/changes to the plans).

FOR HELP in preparing a traffic control plan, see Temporary Traffic Control Pocket Reference Guide 2007, Work Area Traffic Handbook 2006, or the California Manual on Uniform Traffic Control (MUTCD) 2003, Chapter 6.
http://www.dot.ca.gov/hq/traffops/signtech/mutcdsupp/ca_mutcd.htm For City website: http://www.oaklandpw.com/page548.aspx *Name the streets that are the boundaries of your work area **Maintain five & one half feet (5.5’) clear space on sidewalk for pedestrian access

M
Department of Transportation
Engineering Services – 4 th Floor
250 Frank H. Ogawa Plaza, Oakland, California 94612
_____________________________________________________________________________________________

Page 2 of 6 ends

Frequently Asked Questions FAQ’s
for an Obstruction Permit (OB)

1. When is an Obstruction Permit (OB) required?
Answer: You must first obtain an OB permit before blocking or obstructing any street parking, curb, sidewalk, or traffic lane.

2. How much does an OB permit cost?
Answer: Rates are shown in the Table titled, “Obstruction Permit Rates” in Page 7. The cost is calculated based on the number of metered or non-metered parking spaces obstructed for the duration. Based on the City’s current master fee schedule obstructing metered or non-metered parking space for up to 14 days is known as a short-term obstruction. For longer duration of 15 days or more, the fees are calculated in 30- day increments and in lump sum amounts. Therefore, applicants are advised to reapply if no set long term duration is anticipated to prevent paying for days not used. Alternatively, the applicant may ask for refund through a Request for Refund Form at the City Cashier on the 2nd floor of 250 Frank Ogawa Plaza. Refund will be processed and verified for the dates and activities for consideration. Refer to “HOW ARE OB FEES CALCULATED” in Page 4.

3. Must I provide the exact Start and End Dates on my OB application? Answer: Yes. The OB Permit Placard will be printed with the beginning and ending dates that are provided on the OB permit application.

4. What if I need to extend my OB permit after my Placards are printed? Answer: To extend your End Date you must submit a written request prior to the end date that is printed on your issued Placard(s). Updated OB Permit Placards cost $3 each and total must be paid prior to receiving updated placards. Email and official letter are acceptable as written request.

5. If I don’t need the OB Permit for all the days approved can I receive a refund? Answer: A refund request form must be received prior to the start date for approval of a partial refund.

6. Is an OB permit required before erecting any Building Scaffolding? Answer: An OB permit is required if a 5 ft. 6 in. clearance for pedestrian access cannot be maintained within the existing sidewalk. Scaffolding plans must show accurately the dimensions on both the plan and profile views. The minimum clearance of 5 ft. 6 in. must be identified at all conflict points, obstacles, street trees, streetlights, utility poles, fire hydrants, bus shelters, parking meters, driveway aprons and curb ramps. A Building Permit is required for any non-factory assembly scaffolding. For all vertical types of construction check with the Building Department for permitting requirements.

7. Can my OB permit be renewed (extended) beyond 6 months? Answer: Yes, however if the original OB permit required a Traffic Control Plan (TCP), the TCP must be updated and approved before the OB permit is renewed. The approved TCP and renewed OB permit must show the exact same Start and End Dates for the OB permit renewal to be valid.

M
Department of Transportation
Engineering Services – 4th Floor
250 Frank H. Ogawa Plaza, Oakland, California 94612
_____________________________________________________________________________________________

Page 3 of 6 ends

WHAT ARE THE STEPS TO OBTAIN OBSTRUCTION (OB) PERMITS?
Minutes in Parenthesis Average City Working Time
Total Start to 90 Minutes Average Not Including Applicant’s Time and Traffic Control Plan Review Time.

YES
YES
NO
NO YES
Applicants Submit Completed OB Application
Counter Staff Reviews For Completeness:

TCP (If Required) Is Included With Application
Verify Dimensions
Verify Number of Meter or Non-Meter Spaces
Check Related Permits in Accela (Excavation,
Development, etc.)
(15 mins)
Applicant Pays OB Permit Fee to Cashier on 2nd floor
(15 mins)
OB Permit issuance
Applicant Returns to 4
th Floor Permit Counter With Proof of Payment
Counter Staff Verify, and Print NO PARKING Placards
Applicant Picks Up The NO PARKING Placards For Posting
(15 mins)
Is Application
Completed?
Counter Staff to Create OB Permit Application in Accela:

Number of Meter / Non-Meter Space(s)
Approved TCP with Expiration Date and TCP numbers
Traffic Lane / Sidewalk Closure
Long Term, Short Term Obstruction(s)
Add TCP Review Hours in Fees
(15 mins)
Reject OB
Application
Applicant to
Complete TCP
Applicant Return to
Counter with TCP
Approved
Minimum 10 days to
approve TCP
(Min 10 days)
Is There An Impact to Vehicular or Pedestrian Traffic? (15 mins) Is a TCP
Approved &
included?
Counter Staff
to Provide List
of Missing
Information to
Applicant
Applicant to
resubmit to
Counter When
Complete
(15 mins)
START
END
M
Department of Transportation
Engineering Services – 4th Floor
250 Frank H. Ogawa Plaza, Oakland, California 94612
_____________________________________________________________________________________________

Page 4 of 6 ends

HOW ARE OB FEES CALCULATED?
Curb Obstructions
Blocking Curb With OnStreet Parking Space
(meter or non-meter space)
Charge By Numbers Of Meter
Or Non-meter Space
Blocking Curb Without OnStreet Parking Space (Red
curb, driveway, median)
No Impact on Face Of Curb
Use And Parking Spaces
Administrative Fee Only
Blocking Curb With On-Street
Parking Space (Yellow, Green,
Blue and White Zone)
Charge By Numbers Of
Non-Meter Space
Sidewalk Obstructions
Sidewalk Closed and Pedestrian Rerouted on Street Parking Lane. Parking is Not Open to Public.

Charge By Numbers Of Meter Or NonMeter Space
Sidewalk Open to Pedestrian (Canopy)
And Parking is Open to Public.

Administrative Fee Only

5.5’ straight through minimum sidewalk
clearance
Traffic Lane Closure / Taper
Blocking Curb With OnStreet Parking Space (meter
or non-meter space)
Charge By Numbers Of Meter
Or Non-meter Space
Blocking Curb Without OnStreet Parking Space. No
meter or Non-meter space
Are Taken.

Administrative Fee Only
Blocking No Curb (Traffic
Lane Only). No Impact to
Parking.

Administrative Fee Only
M
Department of Transportation
Engineering Services – 4th Floor
250 Frank H. Ogawa Plaza, Oakland, California 94612
_____________________________________________________________________________________________

Page 5 of 6 ends

The fees for a Obstruction Permit are calculated based upon the approved Oakland Master Fee Schedule.

From Fiscal Year 2021 to 2022 Master Fee Schedule the tables below show.

OB Permits (Review by Engineering Service and Transportation Service) No. Description ** Amount **
1 Short-term Permits (Maximum of 14 days) Day
a. Metered Area 35.00 Meter / Day
b. Un-Metered Area 17.00 25 Feet / Day
c. No Parking Anytime Sign 3.00 Sign
2 Long-term Permits (15-180 Day Maximum)
a. Metered Area 1,037.00 Meter / 30 Days
b. Un-Metered Area 519.00 25 Feet / 30 Days
3 Traffic Engineering Review
a. Regular Working Hours 174.00 Hour or Fraction of
b. Outside of Regular Working Hours 262.00 Hour or Fraction of ADMINISTRATIVE ** Non-Refundable per Master Fee Schedule added to all permits 1 Application Fee 7 .00 Each Permit
2 Record Management and Technology Fee 14.75% Permit Total Note:

Obstruction Rates are shown in the Table titled, “Obstruction Permit Rates” in Page 6. 1 metered space: $35 per day for a period no longer than 14 days. Note that applicant will be charged $1,037 in 30-day increments for longer than 15 days. 1 non-metered space: $17 per day for a period no longer than 14 days. Note that applicant will be charged $519 in 30-day increments for longer than 15 days.

NOTE: $7 application fee plus a 14.75% record management & technology enhancement fee are added to all permits.

M
Department of Transportation
Engineering Services – 4th Floor
250 Frank H. Ogawa Plaza, Oakland, California 94612
_____________________________________________________________________________________________

Page 6 of 6 ends

CITY OF OAKLAND
Oakland Public Works Department (510) 238-3437
Engineering Design & ROW Management Division FAX (510) 238-7227

TEMPORARY DISCHARGE

A. Flow ________________gpm Total Discharge Volume: __________ gallons Groundwater or discharge flows into sanitary sewer system:

Shall not exceed 15 gallons per minute for continuous discharge (24/7).

1. No discharge when there is a forecast of rain, during any rain, and no sooner than two hours after the rain.

Shall not exceed 50 gallons per minute if the following restrictions in placed:

2. Discharge will only be during the off-peak hours of 9 a.m. to 5 p.m., Monday through Friday

3. No discharge when there is a forecast of rain, during any rain, and no sooner than two hours after the rain.

4. No discharge on Saturday, Sunday or on any holiday.

F. Discharge Flow Rate and Treatment Monitoring Plan
Provide a monitoring plan to assure compliance with the requirements stated in this application and report on the following:

1. Discharge flow rates and the flow limits stated in this application.

2. Water quality and compliance with the limits stated in the EBMUD permit application.

H. Enclose the following supporting material:

G. Permits
When this application has completed and approved by the Public Works Department, the applicant will obtain permit(s) for the work from the permit counter on the 2nd floor of 250 FOP.

The applicant will be required to secure one or all of the following permits:

Excavation Permit
Obstruction Permit
Sewer (Connection) Permit

For City Use Only
Date Received Reviewed By Reviewer phone Application No. 3 of 3

CITY OF OAKLAND
-
- Standard Operating Procedure
Discharge of Groundwater into City’s Sanitary Sewers
Application review process & documentation - PWA Engineering staff:

1. The applicant is provided with the City’s Groundwater discharge application and checklist. 2. The applicant must attach a copy of an approved Discharge Permit form East Bay Municipal Utility District (EBMUD) Permit (item d of checklist)

3. Upon the complete submittal of the application and the approval of the Supervising Civil Engineer, the Supervisor will sign and date the application.

System.

4. Turnaround should be no more than 10 working days.

5. Before the approved application is submitted to the applicant, a review fee is calculated for the number of hours spent by PWA Engineering staff. This is to compensate the department for the number of hours spent on the application (see Master Fee Schedule). Normally, the total fee should be no more than $500. (What about sewer fee per volume)

6. Once the applicant has submitted a check to the department, the approved application is submitted to the applicant for the final permit.

Permitting:

Construction/discharge/obstruction/excavation permit – CEDA staff:

1. The applicant will submit the City’s approved application from PWA Engineering to the permit counter on the 2nd floor of 250 FOP for Permit. The type of permit depends on the extent of work. The work may require excavation in the ROW, tie-into existing sewers, installation of a manhole, etc. The applicant will be required to secure one or all of the following permits:
a. Excavation Permit
b. Obstruction Permit
c. Sewer (Connection) Permit
NEW CHARGES AS OF JANUARY 1, 2023
For single-family residences, the monthly Sewer Service Charge increases from $43.35 to $46.30 (from $86.70 to
$92.60 every two months.)
For multi-family dwellings on shared meters, the monthly Sewer Service Charge is:

Duplexes: $51.95 per month (or $103.90 bi-monthly)
Triplexes: $77.92 per month (or $155.84 bi-monthly)
Fourplexes: $103.90 per month (or $207.79 bi-monthly)
For all other accounts, the charge is based on water
consumption or metered sewage discharge as follows:

Apartment Bldgs. (5+ Units): $3.17 per 100 cubic feet
Industrial Accounts: $2.87 per 100 cubic feet
Commercial Accounts: $3.17 per 100 cubic feet
Restaurants/Hotels: $3.27 per 100 cubic feet
Hospitals: $3.50 per 100 cubic feet
Laundromats/Carwashes: $3.70 per 100 cubic feet
Metered Sewage Accounts: $3.82 per 100 cubic feet
The minimum monthly charge for all accounts is $46.30
(or $92.60 bi-monthly).

By law, Sewer Service Charge funds can only be used for the construction, maintenance and operation of the
sanitary sewer system.

COMMUNITY IMPROVEMENT
The sewer rehabilitation program is part of a continuing effort to improve Oakland and its environment. The
program will result in a cleaner, healthier environment that will enhance our quality of living. It also will ensure that Oakland has a reliable sewer system for years to come.

This year, the City plans to rehabilitate approximately 13 miles of sewer main.

We thank you for sharing in these efforts. Oakland’s
future depends upon our commitment.

INFORMATION AVAILABLE
For more information about the Sewer Service
Charge, call (510) 615-5566.

Para mas informacion sobre la tarifa del Servicio de
Drenaje favor de llamar al (510) 615-5566.
, (510) 615-5566.

NEW CHARGES AS OF JANUARY 1, 2023
For single-family residences, the monthly Sewer Service Charge increases from $43.35 to $46.30 (from $86.70 to
$92.60 every two months.)
For multi-family dwellings on shared meters, the monthly Sewer Service Charge is: