Right of Way Contract- APN: 076-0389-001-01
CITY OF SAN LEANDRO
RIGHT OF WAY CONTRACT
This contract is entered into this day of ____________________, 2026, by and between the City of San Leandro, a California municipal corporation of the State of California, hereinafter called “CITY”, and Frederick L. Reichert and Tricia M. Reichert as Trustees of the Reichert Family Trust, established December 6, 2007, hereinafter called “SELLERS”. CITY and SELLERS are sometimes referred to herein individually as “Party” or collectively as “Parties.” The Parties mutually agree as follows:
A. The Parties herein set forth the whole of their agreement. The performance of this agreement constitutes the entire consideration for this transaction, hereinafter called “Contract”.
B. SELLERS are the owners of that certain real property commonly known as 675 Haas Avenue, San Leandro, County of Alameda also referred to as Assessor’s Parcel Number 076-0389-001-
01. C. CITY desires to acquire a permanent bridge access and maintenance easement and an aerial easement and right of way over a portion of SELLERS property for the CITY’s Cary-Haas Pedestrian Bridge Project to permit the construction, reconstruction, maintenance and use of a pedestrian bridge over the San Leandro Creek on a portion of SELLERS’ Property. The proposed acquisitions are more particularly described on the Permanent Easement Deed attached hereto as Exhibit “A” and made a part hereof.
D. SELLERS are willing to grant said permanent easements and CITY agrees to purchase said easements upon the terms and conditions here.
NOW, THEREFORE, IT IS MUTUALLY UNDERSTOOD AND AGREED as follows:
1. SELLERS shall convey the permanent easement described in Exhibits “B” and “D” and depicted in Exhibits “C” and “E” by executing and transmitting a Permanent Easement Deed suitable for recordation upon the following terms and conditions:
a.) CITY shall pay to SELLERS the sum of THREE THOUSAND SEVEN HUNDRED and 00/100 DOLLARS ($3,700.00) for the Property or interest therein (including all improvements existing thereon unless removal is specifically authorized hereinafter in this Contract) as conveyed by this Contract. CITY shall remit payment within sixty (60) days after execution of this Contract and/or approval from the City Council if this contract exceeds the authority of the Public Works Director.
Frederick L. Reichert and Tricia M. Reichert as
Trustees of the Reichert Family Trust, established
December 6, 2007
(Sellers)
APN: 076-0389-001-01
Project: Cary-Haas Pedestrian
Bridge Project
Project No. 2024.1010
Right of Way Contract- APN: 076-0389-001-01
b.) CITY shall pay all escrow and recording fees incurred in this transaction, and if Title Insurance is required by the CITY, the premium charge therefor, except that the payment of any reconveyance fees, trustee's fee, or forwarding fees for any full reconveyance of deed of trust or full release of mortgage shall be the responsibility of the SELLERS. This transaction will be handled through an internal escrow with the City of San Leandro’s Department of Engineering and Transportation, 835 E. 14th Street, San Leandro, CA 94577.
2. SELLERS agree to indemnify, defend, and hold harmless the CITY from and against any claim, action, suit, proceeding, loss, cost, damage, deficiency, fine, penalty, liability, or expense (including without limitation, attorney's fees), arising out of any of the following matters in, on, or about the Property occurring during SELLERS’ ownership of the Property:
a.) The release, use generation, discharge, storage, disposal, or transportation of any Hazardous Materials; or
b.) The violation of any statute, ordinance, order, rule, regulation, permit, judgement, or license relating to the release, use generation, discharge, storage, disposal, or transportation of any Hazardous Materials.
The term “Hazardous Materials” shall mean any substance, material, or waste which is regulated by any governmental authority, including, but not limited to, any material or substance which is defined as a “hazardous substance”, “hazardous waste”, “extremely hazardous waste”, or “restricted hazardous waste” in the California Health and Safety Code.
The purchase of the Property rights shall not be construed as limiting SELLERS’ responsibility and/or the CITY’S rights concerning hazardous materials discovered before or after purchase of the Property.
3. The CITY’S contractor shall notify the SELLERS by phone, 72 hours prior to the commencement of actual construction or by 10 days written notice, first class mail, delivery deemed completed on date of mailing.
4. It is agreed and confirmed by the Parties hereto that notwithstanding other provisions in this contract, the right of possession and use of the Property by the CITY including the right to remove and dispose of any landscaping and improvements, shall commence on the date funds are deposited in the escrow controlling this transaction, and that the amount shown in Clause 1(A) herein includes, but is not limited to, full payment for such possession, use, and interest from said date.
5. At no expense to the SELLERS and at the time of construction, CITY shall perform the improvements shown on the plans, attached hereto as Exhibit “F”, for the CITY’S Cary-Haas Pedestrian Bridge Project. Said draft plans have been reviewed by SELLERS or SELLERS’ representatives with a representative of CITY and SELLERS acknowledge that a full and complete explanation of the draft plans has been provided.
Right of Way Contract- APN: 076-0389-001-01
6. On the day title of said Property vests in the name of the CITY, the condition of the Property, including the existence or nonexistence of improvements, will be the same as the condition of the Property on the date this agreement is entered into by the Parties.
7. This Contract may be subject to the approval of the San Leandro City Council and does not bind CITY until such time as Council approval and consent has been received in writing and as required by law.
8. The provisions of this Contract shall inure to the benefit of and bind the respective successors, heirs, and assigns of the Parties hereto.
9. Notice. All notices and correspondence herein provided to be given, or which may be given by either Party to the other, shall be deemed to have been fully given when made in writing and either: 1) deposited in the United States Mail, certified and postage prepaid; or 2) sent via an alternate commercial overnight delivery service (i.e. FedEx or similar) with receiver’s signature required; and addressed as follows:
To SELLERS:
Frederick L. Reichert and Tricia M. Reichert, Trustees
675 Haas Avenue
San Leandro, CA 94577
Phone: 510-507-0109
Email: [email protected] and [email protected]
To CITY:
Engineering and Transportation Department
City of San Leandro
835 E. 14th Street
San Leandro, CA 94577
Attn: Austine Osakwe
Phone: 510-577-3486
Email: [email protected]
10.Severability. In the event any part(s) of this Contract are found to be void, the remaining provisions of this Contract shall nevertheless be binding with the same effect as though the void parts were deleted, unless it would be unreasonable, in light of the intent of this Contract, taken as a whole, to do so.
11.Changes by Written Amendment. No changes shall be made to this Contract except by written amendment, duly executed by the Parties hereto.
12.Entire Contract. This Contract (including the documents referred to herein) constitutes the entire Contract between the Parties and supersedes any prior understandings, contracts, or representations by or among the Parties, written or oral, to the extent they relate in any way to the subject matter hereof. It is agreed that it is not the intent of the CITY to file this Contract with the Alameda County Recorder’s Office. The Easement Deed, Exhibit “A”, conveying the Right of Way Contract- APN: 076-0389-001-01
permanent easements will be filed for record in the Alameda County Recorder’s Office as described in Section 1.
13.Attorney’s Fees. In the event of a suit relating to, arising out of, or in order to enforce any provision of this Contract, the Parties agree that each Party shall bear their own attorney’s fees and costs.
14.Execution in Counterparts. This Contract may be executed in any number of counterparts and all the counterparts taken together shall be deemed to constitute one and the same instrument.
This Contract, once executed by a Party, may be delivered to the other Party hereto by electronic transmission of a copy of this Contract bearing the signature of the Party so delivering this Contract.
15. Mutual Drafting. CITY and SELLERS mutually represent and warrant that they have each had the opportunity to be represented by counsel of their choice in negotiating this Contract, and therefore this Contract shall be deemed to have been negotiated and prepared at the joint request, direction and construction of the Parties, at arm’s length, with the advice and participation of counsel, and shall be interpreted in accordance with its terms without favor to either Party, and no presumption or burden of proof shall arise favoring or disfavoring either Party by virtue of the authorship of any of the provisions of this Contract. Headings are provided in this Contract for the convenience of the Parties only and shall not be used to interpret the provisions of this Contract.
16.Governing Law; Venue. In the event of a dispute between the Parties to this Contract regarding or related to the terms and provisions contained herein, CITY and SELLERS mutually agree that the sole venue for any such dispute shall be the Superior Court of the County of Alameda, and that the terms and provisions of this Contract shall be interpreted under the laws of the State of California.
--- Remainder of Page Intentionally Left Blank ---
RECORDING REQUESTED BY:
City of San Leandro
Public Works Department
WHEN RECORDED – RETURN TO:
City of San Leandro
Public Works Department
835 E 14th Street
San Leandro, CA 94577
Transfer Tax Not Applicable: R & T Code 11922
Governmental Agency Acquiring Title
Recording Permanent Easement $0.00 –
Govt. Code 27383
CITY OF SAN LEANDRO
By: ____________________________________
Unincorporated
Space above this line for Recorder’s Use
The undersigned grantor declares:
Documentary Transfer Tax due $ _0.00__
_X_ Computed on full value of property conveyed, or
___ Computed on full value less liens remaining at time of sale COSL Project No. 2024.1010
APN 076-0389-001-01 (Portion of)
PERMANENT EASEMENT DEED
FOR VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, FREDERICK L.
REICHERT AND TRICIA M. REICHERT AS TRUSTEES OF THE REICHERT FAMILY TRUST, ESTABLISHED DECEMBER 6, 2007, hereinafter referred to as GRANTOR, hereby GRANT(S) and CONVEY(S) to CITY OF SAN LEANDRO, a California municipal corporation, hereinafter referred to as GRANTEE, its successors and assigns the following real property rights located in the City of San Leandro, County of Alameda, State of California, related to the CITY’s CARYHAAS PEDESTRIAN BRIDGE PROJECT:
Easement One (1): An exclusive Permanent Bridge Construction and Maintenance Easement including the rights of ingress and egress to construct, reconstruct, upgrade, remove, repair, maintain, operate, inspect and replace an existing overhead bridge structure and pedestrian path, over, through and along the real property described in Exhibit “A” and depicted in Exhibit “B” attached hereto and made a part hereof, including all appurtenant supporting columns, footings, structures, appurtenances and utilities thereto (the “Structure”), together with all abutter’s rights of access to and from Grantor’s property adjacent thereto.
The Bridge Construction and Maintenance Easement, being 196.71 square feet, is more particularly described in Exhibit “A” and depicted in Exhibit “B”, attached hereto and made a part hereof.
Together therewith,
EXHIBIT A TO ROW CONTRACT
Easement Two (2): a non-exclusive Aerial Easement and public pedestrian right of way to access, construct, reconstruct, upgrade, remove, repair, maintain, operate, inspect and replace said existing Structure together with all abutter’s rights of access to and from Grantee’s property adjacent thereto.
The Aerial Easement being 144.98 square feet, is more particularly described in Exhibit “C” and depicted in Exhibit “D” attached hereto and made a part hereof.
Grantor further grants to Grantee the non-exclusive right of ingress to and egress from the easement over the remainder of Grantor’s property, subject to advance notification and coordination with Grantor to ensure safety and compatibility of the Grantor’s remaining property for such ingress and egress, which coordination by Grantor shall not be unreasonably withheld.
RESERVING unto Grantor, its successors and assigns, all rights in and to the airspace at an elevation higher than a plane parallel with and [30] feet above the roadway surface of said Structure as originally constructed, provided, that the use of such space shall not interfere with the enjoyment, safety and compatibility of said easement.
ALSO RESERVING unto Grantor, its successors and assigns, the general right to use and enjoy the area of land under said Structure hereinabove described. The general right to use and enjoy said land by Grantor, its successors and assigns, shall however, be subject to the following limitations and conditions:
1. No use may be made of the area of land within the easement hereinbefore described which would impair the full use and safety of said Structure, or would otherwise interfere with the free flow of traffic thereon or would unreasonably impair the maintenance thereof. Grantor shall not erect or construct any fencing, building or other structure, permanent or temporary in nature, plant any tree, drill or operate any well, or construct any reservoir or other obstruction on the easement area.
2. No use may be made of the area of land within the easement hereinbefore described for the manufacture or storage of flammable, volatile, explosive or corrosive substances, and such substances shall not be brought onto said land except in such quantities as are normally required for the maintenance operations of occupants of said land and except as may be transported by rail or pipelines. Installation of any pipelines carrying volatile substances shall have the written approval of the Grantee as to the safety and compatibility with said easement and such discretion shall not be exercised in a capricious or arbitrary manner. The use of any such substances shall be in conformance with all applicable code requirements.
3. No hazardous or unreasonably objectionable smoke, fumes, vapors, dust or odors shall be permitted, which would adversely affect the use or maintenance of said Structure or the traveling public thereon.
4. No building of combustible construction shall hereafter be constructed on the area of land within the easement hereinbefore described. The Grantee shall be given the opportunity to review and approve plans for any construction within said easement area 60 days prior to said construction.
No buildings, no permanent structures, and no advertising displays, may be constructed within 8 feet of the undersides nor within 15 feet (measured horizontally) of the sides of said Structure without the express written approval of the Grantee. The Grantee shall have the discretion to determine whether such proposed construction will be inimical to or incompatible with the full enjoyment of the public rights in the easement or against the public interest, but such discretion shall not be exercised in a capricious or arbitrary manner.
5. No drilling, mining, or exploring for any oil, mineral, natural gas, or other hydrocarbons by whatsoever name known that may be within the area of land through the surface or the upper 100 feet of the subsurface of the area of land within the easement hereinbefore described or otherwise in such manner as to endanger the safety of the Structure.
The Grantor, for itself, its successors and assigns, hereby waives any claim for any and all damages to the value of Grantor's remaining property contiguous to the easement hereby conveyed by reason of the location, construction or maintenance of said public crossing.
This permanent easement runs with the land and shall be binding upon and inure to the benefit of the respective parties, their respective heirs, successors, assigns, and legal representatives.
This permanent easement shall be governed by and construed in accordance with the laws of the State of California.
GRANTOR:
Frederick L. Reichert and Tricia M. Reichert as
Trustees of the Reichert Family Trust, established
December 6, 2007
By: _____________________________
Name:
By: _____________________________
Name:
Date: ________________________
Attach Acknowledgement
CITY OF SAN LEANDRO CERTIFICATE OF ACCEPTANCE
ATTACHED HERETO
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
FOR GRANTOR
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF __________________
On this _____ day of _______________, 20__, before me, ____________________________________, a Notary Public in and for the State of California, personally appeared ____________________________________________________________________________________ who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument, and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS MY HAND AND OFFICIAL SEAL the day and year first above written.
By: __________________________________
NOTARY PUBLIC
Permanent Easement Deed
APN 076-0389-001-01 (Portion of)
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by the within deed or grant to the City of San Leandro, a California municipal corporation, is hereby accepted by the undersigned officer or agent on behalf of the City Council of the City of San Leandro, pursuant to authority conferred by resolution of the said City Council adopted on ___________________, and the City of San Leandro consents to recordation thereof by its duly authorized officer.
Date: ___________________ By: _______________________
City Manager or designee
APPROVALS
Approved as to Form: Approved as to Content:
By: By: ________________________
City Attorney or designee Director of Public Works or designee C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\3 Surv\Survey Data\RW Engineering\Legals EXHIBIT “A”
LEGAL DESCRIPTION
PERMANENT BRIDGE CONSTRUCTION & MAINTENANCE EASEMENT
A portion of land in the County of Alameda, State of California, per Official Records 2020085734, Filed April 16th, 2020 at 11AM. More particularly described as follows:
Commencing at the northwest corner of Lot 1 of Block “K” of Map Book 8, Page 4, filed September 19th, 1928, Records of Alameda County; thence, along the northerly line of said Lot 1, North 72°01’41” East 55.99 feet to the Point of Beginning; thence, 1) North 72°01’41” East 33.29 feet along the northerly edge of the aforementioned Lot 1; thence,
2) South 08°20’17” East 8.71 feet; thence,
3) South 81°25’32” West 32.80; thence,
4) North 08°45’20” West 3.28 feet to the Point of Beginning.
Containing an area of 196.71 square feet, more or less.
Signature: Date: 05/21/2026
Jarrad S. Truman, PLS
EXHIBIT B TO ROW CONTRACT
12.07' EXISTING
STORM DRAIN
EASEMENT
LOT 1
08-MB-04
LOT 15
08-MB-04
ALAMEDA COUNTY
FLOOD CONTROL
APN 077-0470
HAAS AVENUE
21'
31'
196.71 SQ. FT.
N72°01'41"E
33.29 N08°45'20"W
3.28 S81°25'32"W
32.80 S08°20'17"E
POB 8.71
N02°28'57"E
CISLE.240498 * EASEMENTS.dwg * 05/21/2026 * NT * E-FILE N
EXHIBIT "B"
Permanent Bridge Construction &
Maintenance Easement
Portion of Lot 1
Book 8, Page 4 of Maps
APN No. 076-0389-001-01
City of San Leandro, County of Alameda,
State of California
± 196.71 SQ. FT.
EXHIBIT C TO ROW CONTRACT
C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\3 Surv\Survey Data\RW Engineering\Legals EXHIBIT “C”
LEGAL DESCRIPTION
NON-EXCLUSIVE AERIAL EASEMENT AND PUBLIC PEDESTRIAN RIGHT OF WAY A portion of land in the County of Alameda, State of California, more particularly described as follows:
Commencing at the northwest corner of Lot 1 of Block “K”, hereon referred to as Lot “A” as shown on Book No. 12, Page 67 of Maps, filed April 11 1927, Records of Alameda County; thence, along the northerly line of said Lot “A”, North 72°01’41” East
66.04 feet to the Point of Beginning; thence,
1) North 72°01’41” East 42.37 feet; thence,
2) South 17°42’49” East 6.84 feet; thence,
3) North 81°12’39” East 42.89 feet along the southerly edge of the pedestrian bridge to the Point of Beginning.
Containing an area of 144.98 square feet, more or less.
Signature: Date: 05/21/2026
Jarrad S. Truman, PLS
EXHIBIT D TO ROW CONTRACT
12.07' EXISTING
STORM DRAIN
EASEMENT
LOT 1
08-MB-04
LOT 15
08-MB-04
ALAMEDA COUNTY
FLOOD CONTROL
APN 077-0470
HAAS AVENUE
21'
31'
N81°12'39"E
42.89 N17°42'49"W
6.84 S72°01'41"W
42.37 POB
CISLE.240498 * EASEMENTS.dwg * 05/21/2026 * NT * E-FILE N
EXHIBIT "D"
Non-Exclusive Aerial Easement and Public
Pedestrian Right of Way
Portion of Lot 1
Book 8, Page 4 of Maps
APN No. 076-0389-001-01
City of San Leandro, County of Alameda,
State of California
± 144.98 SQ. FT.
EXHIBIT E TO ROW CONTRACT
DUTTON AVE PROJECT LIMITS CITY OF SAN LEANDRO ESTUDILLO AVE CALLAN AVE BANCROFT AVE SAN LEANDRO CREEK CARY DR HAAS AVE CITY OF SAN LEANDRO PROJECT PLANS FOR CONSTRUCTION OF CARY-HAAS BRIDGE REPLACEMENT COSL PROJECT NO. 2024.1010 BID NO. 25-26.004 APPROVED BY: 5/19/2026 KYLE TURNER, P.E. ENGINEERING MANAGER RCE 86211 DATE XXXXX PUBLIC WORKS DIRECTOR RCE XXXXX DATE SHEET INDEX SHEET NO. SHEET ID. DESCRIPTION DWG NO. CASE NO. 1 G-01 TITLE SHEET 2236 1002 2 L-01 LAYOUT 1 2237 1002 3 L-02 LAYOUT 2 2238 1002 4 L-03 DETAIL 1 2239 1002 5 L-04 DETAIL 2 2240 1002 6 L-05 DEMOLITION PLAN 2241 1002 7 L-06 CONSTRUCTION STAGING 2242 1002 8 BR-01 GENERAL PLAN 2243 1002 9 BR-02 DESIGN AND CONSTRUCTION NOTES 2244 1002 10 BR-03 FOUNDATION PLAN 2245 1002 11 BR-04 ABUTMENT LAYOUT 2246 1002 12 BR-05 ABUTMENT DETAILS 2247 1002 13 BR-06 MISCELLANEOUS DETAILS 2248 1002 14 BR-07 LOG OF TEST BORINGS 2249 1002 UTILITY CONTACT INFORMATION UTILITY SERVICES CONTACT AT&T DISTRIBUTION TELECOMMUNICATIONS 888-290-3111 OR EMERGENCY 800-247-2020, EXT-3 AVA COMMUNITY ENERGY ELECTRIC 833-699-3223 COMCAST TELECOMMUNICATIONS 323-342-5552 OR EMERGENCY 888-824-8219 EAST BAY MUNICIPAL UTILITY DISTRICT (EBMUD) WATER AND WASTEWATER (SEWER) 510-287-7181 OR EMERGENCY 510-287-0600 LEVEL 3 TELECOMMUNICATIONS 918-547-0147 OR EMERGENCY 877-366-8344 MCI WORLD COM TELECOMMUNICATIONS 800-624-9675 ORO LOMA SANITARY DISTRICT WASTEWATER (SEWER) 510-276-4700 PACIFIC GAS & ELECTRIC (PG&E) ELECTRIC AND NATURAL GAS 510-363-6482 OR EMERGENCY 800-743-5000 WASTE MANAGEMENT (WM) OF ALAMEDA COUNTY GARBAGE AND RECYCLING 510-638-2303 VICINITY MAP SCALE: 1"=1000' ALL DISTANCES, BEARINGS, AND COORDINATES ARE BASED ON ZONE 3 OF THE CALIFORNIA COORDINATE SYSTEM (CCS), NAD83, EPOCH 2017.50. THE HORIZONTAL ADJUSTMENT WAS PERFORMED BY UTILIZING 2 CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS), P224 AND P225, TO ESTABLISH HORIZONTAL COORDINATE VALUES. THE MEASURED DISTANCES FOR THE PROJECT ARE GROUND DISTANCES. GROUND DISTANCES WERE OBTAINED BY DIVIDING THE GRID DISTANCES USING THE COMBINED FACTOR OF 0.9999309199. ELEVATIONS ARE BASED ON THE PUBLISHED BENCHMARK PROVIDED BY THE CITY OF SAN LEANDRO ON THE NGVD29 VERTICAL DATUM. DESIGNATION HAAS-BANCROFT, ELEV. = 68.29 DESCRIPTION: CINCH NAIL TOP OF CN SOUTHEAST CORNER BASIS OF ELEVATIONS BASIS OF BEARINGS & MEASUREMENTS 1. THESE DRAWINGS REPRESENT THE GENERAL DESIGN INTENT TO BE IMPLEMENTED ON THE SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ENGINEER FOR ANY ADDITIONAL CLARIFICATION OR DETAIL NECESSARY TO ACCOMMODATE SITE CONDITIONS OR DETAIL. 2. CONTRACTOR SHALL COORDINATE AND OTHERWISE INTEGRATE HIS WORK WITH THAT OF OTHERS IN AN EFFICIENT, CRAFTSMANLIKE AND TIMELY MANNER SO AS TO PROVIDE THE CITY WITH A WELL CONSTRUCTED, EASILY MAINTAINABLE PROJECT. 3. AT ALL TIMES, CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND ITS EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 4. THE CONTRACTOR IS HEREBY NOTIFIED THAT, PRIOR TO COMMENCING CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES INVOLVED AND REQUESTING A VISUAL VERIFICATION OF LOCATIONS OF THEIR UNDERGROUND FACILITIES. THE UTILITY COMPANIES ARE MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ON CALL PROGRAM. THE CONTRACTOR SHALL NOTIFY MEMBERS OF U.S.A. AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING 811 or (800) 227-2600. GENERAL NOTES CARY - HAAS BRIDGE REPLACEMENT TITLE SHEET VICINITY MAP, SHEET INDEX, UTILITY INFORMATION 22361 14 C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR 2025 Gateway Place, Suite 328 San Jose, CA 95110 805-692-6921 | www.mnsengineers.com C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\5 Eng\_CAD\2 Sheets\TITLE SHEET.dwg Saved: Tue 19.May.26 11:59:30 AM By: Ally Foreshee Plotted: Tuesday, May 19, 2026 12:23:38 PM 2024.1010 1002 AS SHOWN G-01 TITLE SHEET EXHIBIT F TO ROW CONTRACT MH
HAAS AVE 8+25.30
9+00 10+00
R/W
R/W
R/W R/W
P SIGN
P POLE
P SIGN
P POLE AND GUY
SEE DETAIL DWY No. 1
SEE DETAIL DWY No. 2
2 FL
GUTTER LIP
SAWCUT
8+37.97 2.00' RT
Beg SW
MATCH Exist
8+68.75 4.92' LT
END CURB
MATCH Exist L1
C1
L2
LINE TABLE
No.
L1
L2
L
12.67'
204.58'
BEARING
N17°58'29"W
N72°01'41"E
CURVE TABLE
No.
C1
R
18.00 L
28.19 DELTA
89°44'32"
R=16'
9+55.09 3.00' LT
Beg Dwy
9+73.88 3.00' LT
END Dwy 10+10.38 3.00' LT
Beg Dwy
10+22.75 3.00' LT
END Dwy
"CH" LINE
8+66.17
EC
8+37.98
BC
3.5'
FRONT OF
SIDEWALK
BACK OF
SIDEWALK
EXISTING CURB FL
10+50 "CH (1)"; Beg
PARKWAY PARKWAY
SIDEWALK
8+25.30 "CH"; Beg
N: 2092710.6319
E: 6084740.0006 BANCROFT AVE
HMA PAVEBACK
8+37.90 7.61' LT
Beg SW
Beg CITY CURB - 12" GUTTER
MATCH Exist
Exist COMCAST
Exist AT&T 0.5'
PAINT RED
CURB 17'
CURB RAMP No. 1 CASE A
MODIFIED
SEE DETAILS FOR LAYOUT
AND ELEVATIONS
SAWCUT
SAWCUT
9+55.09 5.17' LT
Beg CITY CURB - 12" GUTTER
MATCH Exist
10+10.41 5.08' LT
Beg CITY CURB - 12" GUTTER
MATCH Exist
2 HMA PAVEBACK HMA PAVEBACK
9+73.83 5.57' LT
END CURB
MATCH Exist
10+22.70 5.08' LT
END CURB
MATCH Exist
FL FL
GUTTER LIP GUTTER LIP
2 PROTECT
PLACE SIGN
PAVEMENT STRUCTURAL SECTION
DETECTABLE WARNING SURFACE
ROCK BLANKET
TOPSOIL (6" MIN)
P
S
XX
LEGEND
C I T Y O F S A N L E A N D R O
O
C
D
N
CO PO R
RATE
I
1872
L OFS
ITY
AN EANDR
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\5 Eng\_CAD\2 Sheets\LAYOUT 1.dwg Saved: Tue 19.May.26 12:03:46 PM By: Ally Foreshee Plotted: Tuesday, May 19, 2026 12:23:51 PM 2024.1010
1002
CARY - HAAS BRIDGE REPLACEMENT
LAYOUT 1
ALONG HAAS AVE
2237
2 1" = 10'
L-01 LAYOUT 1
STANDARD PLANS
THE FOLLOWING STANDARD PLANS ARE INCORPORATED INTO THE PROJECT, ACCEPT AS MODIFIED BY THESE PLANS.
AGENCY No. TITLE
CALTRANS A3A-A3C ABBREVIATIONS (3 SHEETS)
CALTRANS A10A-A10E LEGEND LINES AND SYMBOLS (5 SHEETS)
CALTRANS A10F-A10G LEGEND SOIL (2 SHEETS)
CALTRANS A62C LIMITS OF PAVEMENT FOR EXCAVATION AND BACKFILL CALTRANS A85 CHAIN LINK FENCE
CALTRANS A85A CHAIN LINK FENCE DETAILS
CALTRANS B0-3 BRIDGE DETAILS
CALTRANS B2-3 16" AND 24" CAST-IN-DRILLED-HOLE CONCRETE PILE CALTRANS B9-6 STRUCTURE APPROACH DRAINAGE DETAILS
CITY 100 CONCRETE CURB GUTTER AND SIDEWALK
CITY 102 CONCRETE DRIVEWAY APPROACH
CITY 104 GENERAL CONCRETE NOTES
CITY 106A WHEELCHAIR CURB CUT RAMP TYPE A
CITY 106B WHEELCHAIR CURB CUT RAMP TYPE B, C & D
CITY 106C WHEELCHAIR CURB CUT RAMP NOTES
CITY 106D WHEELCHAIR CURB CUT RAMP DETECTABLE WARNING
SURFACE NOTES
CITY 126 PAVEMENT COLD MILLING DETAILS (KEYCUT AND
CONFORM)
PAVEMENT STRUCTURAL SECTIONS
1 0.25' HMA
0.50' CLASS 2 AGGREGATE BASE
2 0.50' HMA PAVEBACK
3 0.20' COLD MILL
0.20' HMA OVERLAY
14 MATCH LINE - STA 10+32.16 SEE DRAWING L-02
STANDARD PLAN SHEET NO.
DETAIL NO.
DETAIL CALLOUT 3' 2'
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/27
CIVIL
RE
GI STERED PROFESSIONAL
ENGI NEER
STATE OF CAL I FORNIA
CO FLUSH FOR
VEHICLE ACCESS
SS
W
W
W
D
CO
CO
W
W
HAAS AVE
CURVE TABLE
No.
C1
C2
C3
R
20.00 20.00
273.00
L
11.07 14.33
19.84 DELTA
31°43'03"
41°02'27"
4°09'49"
CARY DRIVE
12+61.32 3.37' LT
Elev 74.05'; BC
12+74.53 2.42' LT
Elev 74.27'
12+74.53
END SW; MATCH Exist
12+07.43
Beg SW
10+80.08
END SW
SAN LEANDRO CREEK
13+10 "CH"; END
N: 2092830.8735
E: 6085172.0795
12+70.14
EC
12+55.81
BC
4'
10+83.93
PI
12+18.98
EC
12+22.99
4.00' RT
Elev 72.49'; EC
12+16.47 4.19' LT
Elev 72.24'; EC
12+07.93 5.50' LT
Beg FENCE
12+68.92 2.98' LT
END FENCE
11+00 12+00
13+00
L2
L3
L4
L5
C1
C2
LINE TABLE
No.
L2
L3
L4
L5
L
13.18'
123.98'
36.83'
20.03'
BEARING
N52°05'05"E
N81°12'39"E
S67°04'18"E
N71°53'15"E
12+68.88 2.50' RT
Elev 74.29'; EC
12+13.00 6.35' LT
PI
R/W
R/W
R/W
R/W
C3
12+07.93 5.50' RT
Beg FENCE
12+32.45 29.73' RT
END FENCE
12+60.55 4.29' LT
PI
4'
4'
4'5' 5'
12+07.91
BC
12+25.48 5.05' LT
END FENCE
Beg GATE
12+45.48 4.86' LT
END GATE
Beg FENCE
10+65.75 5.05' LT
Beg CITY CURB - 12" GUTTER
MATCH Exist
R20' R10'
"CH" LINE
10+70.75
PI
A
A
B
B
R25'
SEE STRUCTURE PLANS
FOR BRIDGE DETAILS
SW GRADING AT ABUT 1
SEE DETAILS FOR LAYOUT
AND ELEVATIONS
ABUT 2
ABUT 1
POLE AND GUY P
Exist St Ltg
S R5-6
S R5-6
POLE AND GUYS P
Exist St Ltg
WATER METER P
TREE P
DOUBLE 10'
GATES
3 P WATER
VALVES
FL
GUTTER LIP
SAWCUT
P TREE
P TREE
P WATER
METER
2 HMA PAVEBACK
P PEDESTRIAN
BARRICADE
1 PAINT RED
CURB 20'
REMOVABLE BOLLARDS
10+83.55 7.71' LT
END CURB
42" HIGH CHAIN LINK FENCE
12+53.08 4.00' RT
Elev 73.70'; BC
MH P
P MH
42" HIGH CHAIN LINK FENCE
12+69.74 2.39' LT
Elev 74.27'; EC
12+74.53 2.45' RT
Elev 74.20'
12+69.03 39.61' RT
12+67.56 5.56' RT
12+59.02 3.45' RT
12+60.65 7.79' RT
HMA
PAVEBACK
CURB Conc PAD
SW
OG
0.7' MIN 10:1 OR
FLATTER
42" CHAIN LINK FENCE
SW
OG
10:1 OR FLATTER
6" 6"
ROCK BLANKET ROCK BLANKET
DIRT
SIGN POST 30" MIN 4"
14"
4"
CLR 36" MIN 4" 5" NPS
Sch 40 2"
STANDARD POST TOP
(E) GRADE
SLOPE CONCRETE AWAY
FROM BOLLARD
6" NPS Sch 40 GIP OR DIP
GIP, DIP, OR SCH 40 STEEL
PIPE PAINTED OSHA SAFETY YELLOW
3" RETROFLECTIVE ADHESIVE STRIP
ROCK BLANKET ROCK BLANKET
2500- PSI CONCRETE FOOTING
C I T Y O F S A N L E A N D R O
O
C
D
N
CO PO R
RATE
I
1872
L OFS
ITY
AN EANDR
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\5 Eng\_CAD\2 Sheets\LAYOUT 2.dwg Saved: Tue 19.May.26 12:01:47 PM By: Ally Foreshee Plotted: Tuesday, May 19, 2026 12:24:05 PM 2024.1010
1002
CARY - HAAS BRIDGE REPLACEMENT
LAYOUT 2
AT CREEK CROSSING
(BETWEEN HAAS AVE AND CARY DR) 2238
3 12
1" = 10'
L-02 LAYOUT 2
R5-6
SIGNS
SIDEWALK SECTION
ABUT 1 APPROACH
A-A
L-02
SIDEWALK SECTION
ABUT 2 APPROACH
B-B
L-02
ROCK BLANKET SIGN POCKET DETAIL
SCALE: 1" = 1'
MATCH LINE - STA 10+32.16 SEE DRAWING L-01
PROTECT
PLACE SIGN
PAVEMENT STRUCTURAL SECTION
DETECTABLE WARNING SURFACE
ROCK BLANKET
TOPSOIL (6" MIN)
P
S
XX
PAVEMENT STRUCTURAL SECTIONS
1 0.25' HMA
0.50' CLASS 2 AGGREGATE BASE
2 0.50' HMA PAVEBACK
3 0.20' COLD MILL
0.20' HMA OVERLAY
PROTECT
PLACE SIGN
PAVEMENT STRUCTURAL SECTION
DETECTABLE WARNING SURFACE
ROCK BLANKET
TOPSOIL (6" MIN)
P
S
XX
LEGEND
REMOVABLE BOLLARD DETAIL
SCALE: 1" = 2'
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/27
CIVIL
RE
GI STERED PROFESSIONAL
ENGI NEER
STATE OF CAL I FORNIA
SS
W
A1-A
A1-B
A1-H
A1-C
A1-I
A1-J
A1-D
A1-L
3.5%
1.3% 1.5%
0.0%
1.5%
1.0%
1.0%
5.3'
POLE AND GUY P
Exist St Ltg
FL
GUTTER LIP
SAWCUT
HMA PAVEBACK
"CH" LINE
BRIDGE RAILING
BRIDGE
R/W BRIDGE RAILING
ABUT 1
ROCK
BLANKET
0.0%
A1-M
R4'
A1-K
ROCK BLANKET
(1.7%) 1.5%
2.5%
Conc
PAD
10+69.40 6.33' LT
Beg RETAINING CURB
6" CURB FACE
10+72.04 2.72' LT
END RETAINING CURB
TOP FLUSH WITH
SW AND PAD
CURB OPENING
10+73.63 6.63' LT
Beg RETAINING CURB
6" CURB FACE
10+74.03 2.94' LT
END RETAINING CURB
TOP FLUSH WITH
SW AND PAD
FL Exp Jt
A1-F
A1-E
A1-G
0.0%
2'
10+67.70 6.19' LT
EC
LAYOUT DETAILS
No.
A1-A
A1-B
A1-C
A1-D
A1-E
A1-F
A1-G
A1-H
A1-I
A1-J
A1-K
A1-L
A1-M
LOCATION
2.98' Lt "CH" 10+65.75
1.99' Rt "CH" 10+65.75
2.01' Rt "CH" 10+70.75
2.72' Lt "CH" 10+72.04
2.56' Rt "CH" 10+73.78
2.81' Rt "CH" 10+76.64
2.94' Lt "CH" 10+74.03
3.54' Rt "CH" 10+77.95
5.68' Lt "CH" 10+65.75
7.08' Lt "CH" 10+72.07
6.80' Lt "CH" 10+82.00
6.07' Lt "CH" 10+83.31
8.32' Lt "CH" 10+83.48
Elev
71.83 71.90
71.96 71.88
71.96 72.00
71.88 72.00
71.57 71.71
72.00 72.00
72.11 Desc
FS
FS
FS
FS
FS
FS
FS
FS
FL; BC; MATCH Exist
FL
FS
FS
FL; MATCH Exist
R1-A
R1-C
R1-D
R1-F
R1-E
R1-G
R1-H
R1-I
R1-J
R1-K R1-L R1-M
R1-N
R1-O
R1-P
0.1% (2.4%) 0.2% (0.9%) 7.5% 7.5% 1.5%
(2.2%)
1.0%
R1-Q
R1-S
1.3%
1.6%
0.6%
7.4%
1.0%
1.8%
9.4% 1.5%
1.5%
0.5%
1.2%
3.3%
1.1%
0.2%
3.2%
4' 0.5%0.7%
8+50
1.1%
PARKWAY 5'
R1-R
7.8" CURB
R1-B
6" CURB 7.5% 7.5%
LAYOUT DETAILS
No.
R1-A
R1-B
R1-C
R1-D
R1-E
R1-F
R1-G
R1-H
R1-I
R1-J
R1-K
R1-L
R1-M
R1-N
R1-O
R1-P
R1-Q
R1-R
R1-S
LOCATION
8.23' Lt "CH" 8+37.90
8.04' Lt "CH" 8+41.02
9.61' Lt "CH" 8+43.47
10.49' Lt "CH" 8+48.57
10.27' Lt "CH" 8+51.95
10.82' Lt "CH" 8+52.29
5.36' Lt "CH" 8+47.51
2.02' Lt "CH" 8+49.34
7.58' Lt "CH" 8+53.93
9.85' Lt "CH" 8+55.09
8.10' Lt "CH" 8+58.10
6.68' Lt "CH" 8+59.29
5.54' Lt "CH" 8+68.75
2.00' Rt "CH" 8+66.17
2.00' Rt "CH" 8+59.12
2.00' Rt "CH" 8+52.07
2.00' Rt "CH" 8+45.02
2.00' Rt "CH" 8+43.11
1.99' Rt "CH" 8+38.00
Elev
68.00 68.51
68.02 68.53
68.03 68.03
68.63 68.67
68.07 68.03
68.04 68.54
68.05 68.95
68.74 68.67
68.66 68.69
68.86 Desc
FL; MATCH EXIST
FS
FL; BC
FS
FS
FL
FS
FS
FS
FL
FL; EC
FS
FL; MATCH EXIST
FS; EC
FS
FS
FS
FS
FS; BC; MATCH EXIST
C I T Y O F S A N L E A N D R O
O
C
D
N
CO PO R
RATE
I
1872
L OFS
ITY
AN EANDR
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\5 Eng\_CAD\2 Sheets\DETAILS.dwg Saved: Tue 19.May.26 12:01:33 PM By: Ally Foreshee Plotted: Tuesday, May 19, 2026 12:24:15 PM 2024.1010
1002
CARY - HAAS BRIDGE REPLACEMENT
DETAIL 1
LAYOUT AND ELEVATION DETAILS
2239
4 14
1" = 4'
L-03 DETAIL 1
ABUT 1 DETAIL
1. FENCE MUST BE BLACK VINYL-CLAD 42" HIGH CHAIN LINK FENCE (CL-3.5) . POSTS AND HARDWARE MUST BE PAINTED BLACK.
2. TRANSITIONS FROM PROPOSED FEATURES CONSTRUCTED PER
STANDARD PLANS TO EXISTING CONCRETE IMPROVEMENTS
MUST OCCUR OVER A DISTANCE OF AT LEAST 5 FEET, BUT LESS THAN 10 FEET. IT IS ACCEPTABLE THAT CROSS SLOPES STEEPER THAN SPECIFIED HEREIN MAY OCCUR IN THESE TRANSITIONS.
3. BACK-CURBS (RETAINING CURBS) SHALL BE 6 INCHES WIDE AND SHALL BE INTEGRAL TO THE RAMP OR SIDEWALK.
4. PROTECT TREES UNLESS IN DIRECT PHYSICAL CONFLICT WITH WORK OR UON. TREE WORK REQUIRES PRIOR CITY APPROVAL.
5. ALL TRUNCATED DOMES ARE 3' LONG IN DIRECTION OF TRAVEL.
6. STANDARD CITY CURB AND GUTTER, UNLESS MODIFIED TO
MATCH EXISTING PER CITY PLAN 104, NOTE 17.
7. WATER TEST IS REQUIRED FOR ALL NEW CURBS.
NOTES
CURB RAMP No.1 DETAIL
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/27
CIVIL
RE
GI STERED PROFESSIONAL
ENGI NEER
STATE OF CAL I FORNIA
9+50
D1-A
D1-B
D1-C D1-D
D1-E
2' 2'
R/W 2'
PARKWAY
SIDEWALK
PARKWAY
SIDEWALK
1.5" Dwy LIP 1.5" Dwy LIP
(1.9%) (1.6%) 9.5% 9.6% 1.5% 1.5%"CH" LINE 2' 1.5%
1.3% 0.5'
D1-F 1' 5'
10+00
D2-A
D2-B D2-C
D2-D
D2-E
D2-F
1.5" Dwy LIP
1.5" Dwy LIP 2' 2'
R/W R/W
PARKWAY PARKWAY
SIDEWALK 1.5' 0.5'
(2.0%) (1.9%) 14.6%14.0% 1.5% 1.5%
"CH" LINE
1.6% 2'1.5% 1' 5'
LAYOUT DETAILS
No.
D2-A
D2-B
D2-C
D2-D
D2-E
D2-F
LOCATION
1.50' Lt "CH" 10+10.38
5.74' Lt "CH" 10+10.38
5.74' Lt "CH" 10+12.38
5.70' Lt "CH" 10+20.75
5.70' Lt "CH" 10+22.75
1.50' Lt "CH" 10+22.75
Elev
71.33 70.48
70.73 70.86
70.74 71.46
Desc
FS
FL; MATCH Exist
FS
FS
FL; MATCH Exist
FS
LAYOUT DETAILS
No.
D1-A
D1-B
D1-C
D1-D
D1-E
D1-F
LOCATION
2.00' Lt "CH" 9+55.09
5.75' Lt "CH" 9+55.09
5.73' Lt "CH" 9+57.09
5.59' Lt "CH" 9+71.88
5.56' Lt "CH" 9+73.88
2.00' Lt "CH" 9+73.88
Elev
70.13 69.65
69.79 70.00
70.00 70.41
Desc
FS
FL; MATCH Exist
FS
FS
FL; MATCH Exist
FS
C I T Y O F S A N L E A N D R O
O
C
D
N
CO PO R
RATE
I
1872
L OFS
ITY
AN EANDR
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\5 Eng\_CAD\2 Sheets\DETAILS.dwg Saved: Tue 19.May.26 12:01:33 PM By: Ally Foreshee Plotted: Tuesday, May 19, 2026 12:24:17 PM 2024.1010
1002
CARY - HAAS BRIDGE REPLACEMENT
DETAIL 2
LAYOUT AND ELEVATION DETAILS
2240
5 14
1" = 4'
L-04 DETAIL 2
DRIVEWAY No.1 DETAIL
DRIVEWAY No.2 DETAIL
1. FENCE MUST BE BLACK VINYL-CLAD 42" HIGH CHAIN LINK FENCE (CL-3.5) . POSTS AND HARDWARE MUST BE PAINTED BLACK.
2. TRANSITIONS FROM PROPOSED FEATURES CONSTRUCTED PER
STANDARD PLANS TO EXISTING CONCRETE IMPROVEMENTS
MUST OCCUR OVER A DISTANCE OF AT LEAST 5 FEET, BUT LESS THAN 10 FEET. IT IS ACCEPTABLE THAT CROSS SLOPES STEEPER THAN SPECIFIED HEREIN MAY OCCUR IN THESE TRANSITIONS.
3. BACK-CURBS (RETAINING CURBS) SHALL BE 6 INCHES WIDE AND SHALL BE INTEGRAL TO THE RAMP OR SIDEWALK.
4. PROTECT TREES UNLESS IN DIRECT PHYSICAL CONFLICT WITH WORK OR UON. TREE WORK REQUIRES PRIOR CITY APPROVAL.
5. ALL TRUNCATED DOMES ARE 3' LONG IN DIRECTION OF TRAVEL.
6. STANDARD CITY CURB AND GUTTER, UNLESS MODIFIED TO
MATCH EXISTING PER CITY PLAN 104, NOTE 17.
7. WATER TEST IS REQUIRED FOR ALL NEW CURBS.
NOTES
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/27
CIVIL
RE
GI STERED PROFESSIONAL
ENGI NEER
STATE OF CAL I FORNIA
7013 71.52 UGG 7014 71.20 UGG 7015 71.42 UGG 7033 71.87 UGS 7044 72.20 UGW 7053 72.46 UGG 7054 71.78 UGG 7055 72.07 UGG 7056 71.54 UGW 7062 72.43 UGS 7063 72.47 UGS SS7064 72.44 SMH W 7128 71.88 WM 7133 71.89 GUY S/C Dwy Dwy PROTECT PP PROTECT WM PROTECT TREE PROTECT GUY SEE REMOVAL DETAILS FOR ABUTMENT, WINGWALL AND APPROACH SLAB REMOVAL PROTECT MH REMOVE AC 214 SF REMOVE Conc 1442 SF REMOVE AC 93 SF CLEAR AND GRUB 10 SF S/C REMOVE METAL BARRIER RAIL MOVE END CAP TO EXPOSE END 8+37.90 8.05' LT Beg REMOVE CURB 8+67.15 5.40' LT END REMOVE CURB 9+55.17 5.02' LT Beg REMOVE CURB REMOVE AC 40 SF REMOVE AC 25 SF 9+73.83 4.96' LT END REMOVE CURB 10+10.37 5.55' LT Beg REMOVE CURB 10+22.80 5.00' LT END REMOVE CURB 10+65.75 4.98' LT Beg REMOVE CURB 10+80.90 1.73' LT END REMOVE CURB D 7262 74.17 SDMH RIM COCO 7290 74.04 GUY 7291 73.86 GUY W W 7338 74.03 WM RIPRAP PROTECT PP PROTECT GUY SEE REMOVAL DETAILS FOR ABUTMENT, WINGWALL AND APPROACH SLAB REMOVAL SEE REMOVAL DETAILS FOR ABUTMENT, PROTECT WM PROTECT MH PROTECT MH PROTECT WV Rmv Conc 265 SF Rmv AC 2514 SF 12+07.55 0.49' LT Beg Rmv FENCE 12+49.89 20.65' LT END Rmv FENCE 12+32.45 29.73' RT END Rmv FENCE Rmv Conc 23 SF C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR 2025 Gateway Place, Suite 328 San Jose, CA 95110 805-692-6921 | www.mnsengineers.com C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\5 Eng\_CAD\2 Sheets\DEMO.dwg Saved: Tue 19.May.26 12:02:34 PM By: Ally Foreshee Plotted: Tuesday, May 19, 2026 12:24:29 PM 2024.1010 1002 CARY - HAAS BRIDGE REPLACEMENT DEMOLITION PLAN ALONG HAAS AVE AND CARY DR 22416 1" = 10' L-05 DEMOLITION PLAN14 MATCH LINE - STA 11+25.00 SEE BELOW MATCH LINE - STA 11+25.00 SEE ABOVE LEGENDREMOVE CONCRETE CLEARING AND GRUBBING REMOVE AC EXISTING STRUCTURE LIMITS OF BRIDGE REMOVAL (PORTION) STRUCTURE EXCAVATION STRUCTURE BACKFILL COLD MILL 1'-0" EXIST 18" CIDH PILE, SEE NOTE 1 APPROX OG EXIST APPROACH SLAB, SEE NOTE 1 EXIST WINGWALL, SEE NOTE 1 EXIST ABUT, SEE NOTE 1 BRG EXIST ABUT = EXIST PILES 1'-0" 1'-0" ABUT FRONT FACE ABUT BACK FACE EXC AND BKF LIMITS, SEE NOTE 2 REMOVAL DETAILS SCALE: 1" = 2' 1. EXISTING ABUTMENT 1 SHOWN, EXISTING ABUTMENT 2 SIMILAR. REMOVE ENTIRE EXISTING ABUTMENT, APPROACH SLAB, AND WINGWALLS. REMOVE THE TOP 1-ft OF THE EXISTING CIDH PILE. 2. EXCAVATION AND BACKFILL LIMITS FOR THE ABUTMENT REMOVAL ARE 1'-0" FROM EACH FACE AND EACH END OF THE ABUTMENT. NOTES SHAWN KOWALEWSKI No. 59539 Exp. 12/31/27 CIVIL REGI STERED PROFES IONAL ENGI NEER STATE OF CAL I FORNIA MONF 2.5IN BC IN
E
HAAS AVE
CARY DRIVE
SAN JOSE STREET
ALAMEDA COUNTY
FLOOD CONTROL
DISTRICT
ALAMEDA COUNTY
FLOOD CONTROL
DISTRICT
SAN LEANDRO
UNIFIED SCHOOL
DISTRICT
678
905
688
692
675
698
670
665
700
SAN LEANDRO CREEK
R/W
R/W
R/W
R/W
615
890
654
876
ORDINARY HIGH WATER MARK
(OHWM)
TOP OF BANK POTENTIALLY
JURISDICTIONAL WATERS
TOP OF BANK
POTENTIALLY
JURISDICTIONAL
WATERS
THE INFORMATION PROVIDED ON THIS SHEET WAS ESTABLISHED USING RECORD DATA, WHICH IS APPROXIMATE. ADDITIONALLY, THE RIPARIAN
ELEMENT MUST BE CONSIDERED AS SOME OF THE RECORD DIMENSIONS REFERENCE THE CENTERLINE OF THE CREEK.
L-06 CONSTRUCTION STAGING
C I T Y O F S A N L E A N D R O
O
C
D
N
CO PO R
RATE
I
1872
L OFS
ITY
AN EANDR
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com C:\Box\Projects\CISLE San Leandro\CISLE.240498.00 Cary-Haas Pedestrian Bridge\5 Eng\_CAD\2 Sheets\ROW.dwg Saved: Tue 19.May.26 12:03:26 PM By: Ally Foreshee Plotted: Tuesday, May 19, 2026 12:24:53 PM 2024.1010
1002
CARY - HAAS BRIDGE REPLACEMENT
CONSTRUCTION STAGING
AT CREEK CROSSING
2242
7 14
1" = 20'
NOTES
EXISTING STRUCTURE
LEGEND
LIMITS OF BRIDGE REMOVAL (PORTION)
ALLOWABLE CONSTRUCTION STAGING AREA
10'
10'
10'
10'
5'
10'
10'
10'
10'
END OF CONST STAGING AREA
APPROX 135'-0" TO FENCE AT
SHAWN
KOWALEWSKI
No. 59539
Exp. 12/31/27
CIVIL
RE
GI STERED PROFESSIONAL
ENGI NEER
STATE OF CAL I FORNIA
72.46 UGG 7054 71.78 UGG 7055 72.07 UGG 7056 71.54 UGW 7128 71.88 WM 7133 71.89 GUY N81°12'39"E "CH" LINE SEE NOTE 3 11+00 11+50 12+00 9'-0" (MAX) 7'-0" (CLR) 3'-6" 3'-0"
6'-6" ELEVATION SCALE: 1" = 10' PREFABRICATED STEEL TRUSS BRIDGE (BY OTHERS) CAST-IN-PLACE CONCRETE DECK, 6" THICK AND REINFORCED WITH #5 @ 12" EACH WAY HANDRAILING BRIDGE RAILING, 1/2" Ø VERTICAL PICKETS SPACE @ 414" O/C BRIDGE REMOVAL (PORTION) 123451. FOR "GENERAL NOTES", "QUANTITIES", AND "INDEX TO PLANS", SEE "INDEX TO PLANS" SHEET. 2. FOR "PILE DATA TABLE", "EXISTING PILE DATA TABLE", AND "HYDROLOGIC SUMMARY TABLE", SEE "FOUNDATION PLAN" SHEET. 3. FOR "CH" LINE ALIGNMENT DATA, SECTION A-A, AND SECTION B-B, SEE "LAYOUT 1" AND "LAYOUT 2" SHEET. 4. FOR ABUTMENT 1 AND ABUTMENT 2 DETAILS, SEE "ABUTMENT LAYOUT" SHEET. 5. FOR BOTTOM OF ABUTMENT FOOTING ELEVATIONS, SEE "FOUNDATION PLAN" SHEET. FOR REMOVAL DETAILS, SEE "DEMO" SHEET. 6. NOTIFY THE ENGINEER OF RECORD IF THE EXISTING LINE IS LESS THAN 5'-0" FROM WHERE THE NEW WINGWALL WILL BE CONSTRUCTED. NOTES EXISTING STRUCTURE LEGEND DATUM ELEV = 30.00 MEASURED ALONG "CH" LINE 11+00 EB FS FS APPROX OG ABUT 1 WATER SURFACE ELEV = 53.3' ±, SEE NOTE 2 TO HAAS AVE TO CARY DR 1 PLAN SCALE: 1" = 10' N81°12'39"E± BB STA 10+79.66 ELEV 72.00 EB STA 11+97.16 ELEV 72.00 1
SAN LEANDRO
CREEKSECTION C-C SCALE: 1" = 1' NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 3 3 2:1±, TYP VAR 2:1± TO 4:1±, TYP 3 3 TOP OF SLOPE, TYP BOT OF SLOPE, TYP TOP OF SLOPE, TYP EXIST FENCE, TYP TOP RAIL, TYP TOE RAIL, TYP 4 4 5 4 10+00 11+50 12+00 40306050807090 BB ABUT 2 LIMITS OF BRIDGE REMOVAL (PORTION) 117'-6" 7'-0" 5 4 BRIDGE = "CH" LINE CL
6", TYP 1 FINISHED SURFACE OF BRIDGE DECK 2
2'-0" ± 5'-0" MIN 3/4" Ø EXIST GAS LINE, SEE NOTE 6 AA CC BB C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR 201 N. Calle Cesar Chavez, Suite 300 Santa Barbara, CA 93103 805-692-6921 | www.mnsengineers.com 1002 2024.1010 BR-01 GENERAL PLAN CARY - HAAS BRIDGE REPLACEMENT GENERAL PLAN BRIDGE PLAN, ELEVATION, AND TYPICAL SECTION 22438AS SHOWN14 EXIST ABUT TO BE REMOVED, TYP, SEE NOTE 5 -2.00% -2.00% TOP CHORD, TYP DIAGONAL, TYP VERTICAL, TYP BOTTOM CHORD, TYP DIAGONAL BRACE, TYP DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION AND THE CALIFORNIA AMENDMENTS, PREFACE DATED APRIL 2019 AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES WITH INTERIMS, 2ND EDITION, DATED DECEMBER 2009 CALTRANS STRUCTURE TECHNICAL POLICY 6.1 IDENTIFICATION OF STEEL BRIDGE MEMBERS AND 6.2 STEEL PEDESTRIAN BRIDGE SUPERSTRUCTURES CALTRANS SEISMIC DESIGN CRITERIA (SDC), VERSION 2.1, JANUARY 2025 DEAD LOAD: DESIGN WEIGHT: 96,500 LBS (INCLUDING PREFABRICATED STEEL TRUSS BRIDGE AND CIP CONC DECK) LIVE LOADING: 90 PSF PEDESTRIAN LOADING SEISMIC LOADING: SOIL PROFILE: CLASS S2, VS30 = 738 TO 984 FT/SEC MAGNITUDE GROUP: M(MAX) = 6.86 PEAK GROUND ACCELERATION 0.94G PREFABRICATED PEDESTRIAN BRIDGE 1 LUMP SUM PREFABRICATED PEDESTRIAN BRIDGE ERECTION 1 LUMP SUM STRUCTURE EXCAVATION (BRIDGE) 30 CY STRUCTURE BACKFILL (BRIDGE) 23 CY 24" CAST-IN-DRILLED-HOLE CONCRETE PILING 105 LF STRUCTURAL CONCRETE, BRIDGE 19 CY STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) 15 CY DRILL AND BOND DOWEL 7 LF BAR REINFORCING STEEL (BRIDGE) 7,000 LB BRIDGE REMOVAL (PORTION) 1 LUMP SUM MISCELLANEOUS METAL (BRIDGE) 415 LB HANDRAILING 15 LF MOBILIZATION 1 LUMP SUM NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN STRUCTURE QUANTITIES ARS (ACCELERATION RESPONSE SPECTRUM) PERIOD (S) SPECTRAL ACC. (G) REINFORCED CONCRETE: fy = 60 KSI f'c = 3.6 KSI UON n = 8 PREFABRICATED PEDESTRIAN BRIDGE 1. ALL STRUCTURAL STEEL AND HANDRAILING ELEMENTS ARE TO BE CONSTRUCTED USING WEATHERING STEEL ONLY. FABRICATE FROM HIGH STRENGTH LOW ALLOY, AND ATMOSPHERIC CORROSION RESISTANT ASTM A847 COLD-FORMED WELDED SQUARE AND RECTANGULAR TUBING AND/OR ASTM A588, ASTM 242, OR ASTM A606 PLATE AND STRUCTURAL STEEL SHAPES. 2. STRUCTURAL DESIGN, DETAILS, AND SPECIFICATIONS FOR CONSTRUCTION OF THE PREFABRICATED STEEL TRUSS ARE THE RESPONSIBILITY OF THE MANUFACTURER. THE MANUFACTURER SHALL SUBMIT ALL ASSOCIATED DESIGN CALCULATIONS, PLANS, SPECIFICATIONS, AND WORKING DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND AUTHORIZATION PRIOR TO ORDERING OR FABRICATING ANY MATERIALS. 3. THE PREFABRICATED STEEL TRUSS BRIDGE IS FRACTURE CRITICAL AND SHALL COMPLY WITH THE PROJECT SPECIAL PROVISIONS FOR FRACTURE CRITICAL MEMBERS. 4. WELDING AND WELD PROCEDURE QUALIFICATION TESTS SHALL CONFORM TO THE PROVISIONS OF ANSI/AWS D1.1 "STRUCTURE WELDING CODE" AND THE PROJECT SPECIFICATIONS. 5. THE MANUFACTURER OF THE PREFABRICATED STEEL TRUSS BRIDGE SHALL HAVE UP TO DATE CERTIFICATION BY AISC AS A CERTIFIED BRIDGE FABRICATOR. THE MANUFACTURER MUST PROVIDE A COPY OF THEIR AISC CERTIFICATE AND A SUMMARY OF HOW THEY MEET THE CERTIFICATE REQUIREMENTS. STRUCTURAL CONCRETE, BRIDGE (POLYMER FIBER) - DECK ONLY (f'c = 4 KSI) LEGEND NO SCALE CONCRETE STRENGTH AND TYPE LIMITS 00.511.522.5 0 1 2 3 4 5 STRUCTURAL CONCRETE, BRIDGE CAST-IN-DRILLED-HOLE CONCRETE PILE (f'c = 4 KSI) STEEL: RAILS, POSTS, AND PICKETS ANCHOR BOLTS NUTS WASHERS ASTM A53 GR. B Fy = 35 KSI ASTM F1554 GR. 55 ASTM A563 ASTM F436 STRUCTURE EXCAVATION LEGEND NO SCALE LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL STRUCTURE BACKFILL 1'-0" 1'-0" 1'-0" 1 1 1 1 C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR APPROACH SLAB ABUT APPROX OG = FG 1002 2024.1010 BR-02 DESIGN AND CONSTRUCTION NOTES CARY - HAAS BRIDGE REPLACEMENT DESIGN AND CONSTRUCTION NOTES BRIDGE GENERAL NOTES AND QUANTITIES 22449AS SHOWN14 201 N. Calle Cesar Chavez, Suite 300 Santa Barbara, CA 93103 805-692-6921 | www.mnsengineers.com SS7064 72.44 SMH W W W PP 110493446 7133 71.89 GUY RIM ELEV.=74.18' SDMH D 7262 74.17 SDMH RIM CO7284 74.30 SCO CO7285 74.30 SCO 7290 74.04 GUY 7291 73.86 GUY PP 110361722 W W 7338 74.03 WM RIPRAP 62.8± 64.2± TO HAAS AVE TO CARY DR N81°12'39"E
SAN LEANDRO
CREEK WW LOL N81°12'39"E
BRG ABUT 1
N08°47'21"W CL WW LOL N81°12'39"E WW LOL N81°12'39"E
BRG ABUT 2
N08°47'21"W CL EXIST MBGR BORING LOCATION 1 EXIST WATER EXIST SEWER EXIST GAS EXIST GUY WIRE EXIST POWER POLE EXIST OH ELECTRIC EXIST CONC WALL EXIST CONC WALL BORING LOCATION 2 EXIST MBGR 36" SD INV ELEV 44.1' EXIST OH ELECTRIC EXIST POWER POLE EXIST GUY WIRE EXIST WATER WW LOL N81°12'39"E EXIST R/W AND PROPERTY LINES, SEE NOTE 3 "CH" LINE SEE NOTE 3 65.5 STA 11+96.41 6'-0" 6'-0"
TYP REMOVE EXIST ABUT, TYP, SEE NOTE 4 11+00 10+00 12+00 65.5 12+96.55 4'-2"±
TYP TYP
4'-2"± STA 10+80.41 60 555045
45 50
55 6065 70
TYP RIPARIAN EROSION CONTROL SEED, SEE NOTE 5 MITIGATION TREES AND DRY IRRIGATION SYSTEM, SEE NOTE 5 NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. PILE DATA TABLE LOCATION PILE TYPE COMPRESSION TENSION DESIGN TIP ELEVATION (FT) SPECIFIED TIP ELEVATION (FT) NOMINAL RESISTANCE (KIPS) ABUT 1 ABUT 2 24" CIDH 120 10 +38 (A) +57 (B) +52 (C) +43 (D) +38 24" CIDH 130 10 +41 (A) +57 (B) +45 (C) +43 (D) +41 NOTES: 1. DESIGN TIP ELEVATIONS FOR ABUTMENTS ARE CONTROLLED BY: (A) COMPRESSION, (B) TENSION, (C) SETTLEMENT, AND (D) LATERAL LOAD. 2. THE SPECIFIED TIP ELEVATION SHALL NOT BE RAISED ABOVE THE DESIGN TIP ELEVATIONS FOR LATERAL LOAD AND TOLERABLE SETTLEMENT. HYDROLOGIC SUMMARY DESIGN FLOOD FREQUENCY 100-YR DISCHARGE WATER SURFACE ELEVATION AT BRIDGE 2,825 CFS ± 53.3 FT ± 1. EXISTING CONTOURS SHOWN. 2. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. ALL UTILITIES SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 3. FOR RIGHT-OF-WAY INFORMATION, SEE "RIGHT-OF-WAY AND PROPERTY MAP" SHEET. 4. FOR "REMOVAL DETAILS", SEE "DEMO" SHEET. 5. AFTER REMOVAL OF THE DILAPIDATED PEDESTRIAN BRIDGE, THE SITE WAS RESTORED BY PLANTING MITIGATION TREES AND RIPARIAN EROSION CONTROL SEED. THE MITIGATION TREES AND RIPARIAN EROSION CONTROL SHALL BE PROTECTED IN PLACE. NOTES EXISTING STRUCTURE LEGEND EXISTING 18"Ø CIDH PILES XX.X EXISTING BOTTOM OF FOOTING ELEVATIONS PLAN SCALE: 1" = 10' WCODSS EXISTING MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING WATER MAIN XX.X BOTTOM OF FOOTING ELEVATIONS 24"Ø CIDH PILES LIMITS OF BRIDGE REMOVAL (PORTION) EXISTING GAS EXISTING OVERHEAD ELECTRIC EXISTING SEWER EXIST FENCE TO BE RELOCATED, SEE "LAYOUT PLAN" SHEET C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR 1002 2024.1010 BR-03 FOUNDATION PLAN CARY - HAAS BRIDGE REPLACEMENT FOUNDATION PLAN PILE DATA TABLE, HYDRAULIC DATA, AND UTILITIES 224510AS SHOWN14 EXISTING PILE DATA TABLE PILE TYPE EXIST ABUT 1 18" CIDH EXIST ABUT 2 18" CIDH LOCATION TIP ELEVATION (FT) +45.6 +47.2 201 N. Calle Cesar Chavez, Suite 300 Santa Barbara, CA 93103 805-692-6921 | www.mnsengineers.com BB/EB NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. PLAN SCALE: 1/2" = 1' WW LOL, TYP C BRIDGE L BRG ABUT = PILES CLCL 11/4" Ø CIP HEADED ANCHOR BOLT, TYP, SEE NOTE 2 WW, TYP, SEE NOTE 2 TOP OF BACKWALL LEVEL SEAT, TYP 11/4"Ø CIP HEADED ANCHOR BOLT, TYP, SEE NOTE 2 BRIDGE CL 24" CIDH PILE, TYP APPROX OG 1. HANDRAILING NOT SHOWN. FOR "HAND RAILING DETAILS", SEE "MISCELLANEOUS DETAILS" SHEET. 2. FOR "WINGWALL DETAILS", "EXPANSION JOINT DETAIL", "BEARING DETAILS", AND "ANCHOR DETAILS", SEE "ABUTMENT DETAILS" SHEET. 3. MATCH THE TOP OF APPROACH SLAB TO THE TOP OF DECK AT BEGIN BRIDGE/END BRIDGE. MATCH THE TOP OF APPROACH SLAB TO THE TOP OF THE SIDEWALK AT THE END OF THE APPROACH SLAB. FOR THE DECK SLOPE, SEE "GENERAL PLAN" SHEET. FOR THE SIDEWALK SLOPE, SEE "LAYOUT PLAN" AND "DETAILS" SHEETS. NOTES ELEVATION SCALE: 1/2" = 1' 17 1/2" X 14 1/2" X 2 1/2" PLAIN ELASTOMERIC BEARING PAD, TOT 2 PILE, TYP BRG, TYP 24" CIDH PILE, TYP CURTAIN WALL, TYP, SEE NOTE 2 ANCHOR BOLT, TYP CL CL CL 4'-3" ABUT 1, TYP
6'-9" ABUT 2 (SHOWN), TYP 3'-6" 3'-6" 7" 4'-0" 4'-0" 6'-0" 6'-0" 12'-0" TYP EXPANSION JOINT NOT SHOWN, SEE NOTE 2 BRG ABUT = PILES TOP OF BRIDGE DECK PREFABRICATED STEEL TRUSS BRIDGE VERTICAL SUPPORT WITH BASE PLATE (BY OTHERS) SEE "BEARING DETAILS" AND "ANCHOR DETAILS", SEE NOTE 2 #5 @ 12 2 - #5 TOP AND BOT AS SHOWN (TOT 4) 24" CIDH PILE #5 @ 12 #5 @ EQUAL SPACES EACH FACE (TOT 8) CONST JT #5 X 4'-0" @ 12 TOP OF APPROACH SLAB CLCL APPROX OG = FG 1'-9" 1'-9" 3'-6" 6" CLR #5 @ EQUAL SPACES EACH FACE (TOT 8) TYPICAL SECTION SCALE: 3/4" = 1' B2-3 3" EMBEDMENT
3'-0" 2'-10" CONST JT, TYP 1'-0" TYP TOP OF APPROACH SLAB VARIES 8" MIN TO 8 7/8" 2'-6" ABUT 1 5'-0" ABUT 2 (SHOWN) 1'-0" #5 @ 12 EACH WAY, TYP TOP AND BOT #5 X 1'-6" @ 12, 1'-0" INTO BACKWALL CURTAIN WALL, TYP CONST JT, TYP C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR 1'-0"± 1002 2024.1010 BR-04 ABUTMENT LAYOUT CARY - HAAS BRIDGE REPLACEMENT ABUTMENT LAYOUT ABUTMENT PLAN, ELEVATION, AND TYPICAL SECTION 224611AS SHOWN14 GEOCOMPOSITE DRAIN, SEE "DRAINAGE DETAILS" DRAINAGE PAD B9-6 C WEEP HOLE, SEE "DRAINAGE DETAILS" -2% 3" DRAINAGE DETAILS SCALE: 1/2" = 1' OUTLET CAP END, TYP END OF WINGWALL, TYP 3" SLOTTED PLASTIC PIPE, TYPAPPROACH SLAB ABUT BACKWALL CURTAIN WALL, TYP ABUT SEAT B0-3 3-7 BB/EB APPROACH SLAB GEOCOMPOSITE DRAIN END OF WINGWALL CAP END 3" SLOTTED PLASTIC PIPE CONC DRAINAGE PADDRAINAGE PAD APPROX OG = FG 4" DRAIN AND TEE CONNECTION B9-6 C A A PLAN SECTION A-A END OF APPROACH SLAB MAX, SEE NOTE 3
2 1/2"
CLR 201 N. Calle Cesar Chavez, Suite 300 Santa Barbara, CA 93103 805-692-6921 | www.mnsengineers.com 9" EMBEDMENT 5"
BASE PLATE BRG PAD NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. PREFABRICATED STEEL TRUSS BRIDGE VERTICAL SUPPORT WITH BASE PLATE (BY OTHERS) ABUT BACKWALL ABUT PLAIN ELASTOMERIC BEARING PAD WITH HOLES FOR ANCHOR BOLTS 1 1/4"Ø CIP HEADED ANCHOR BOLT (TOT 4 PER SUPPORT) SEE "ANCHOR DETAILS" BEARING DETAILS SCALE: 3/4" = 1' 1. HANDRAILING NOT SHOWN. FOR "HANDRAILING DETAILS," SEE "MISCELLANEOUS DETAILS" SHEET. 2. FOR "DRAINAGE DETAILS", SEE "ABUTMENT LAYOUT" SHEET. 3. ANCHOR BOLTS, NUTS, WASHERS, EXPANSION PLATE, AND DOWELS SHALL BE GALVANIZED. 4. LENGTH FOR 3/8" FLAT HEAD SLEEVE MECHANICAL EXPANSION ANCHOR MUST BE 1 3/4" MINIMUM AND 3" MAXIMUM. 5. SPECIAL INSPECTION IS REQUIRED FOR ALL CAST-IN-PLACE ANCHOR BOLTS IN ACCORDANCE WITH IBC SECTION 1705. THE SPECIAL INSPECTOR SHALL VERIFY ITEMS SUCH AS, BUT NOT LIMIT TO ANCHOR SIZE, MATERIAL GRADE, DIAMETER, EMBEDMENT DEPTH, EDGE DISTANCES, SPACING, AND ADHERENCE TO SPECIFICATIONS PRIOR TO CONCRETE PLACEMENT. A REPORT DOCUMENTING COMPLIANCE, OR ANY DEFICIENCIES AND THEIR CORRECTIVE ACTIONS, SHALL BE SUBMITTED TO THE CITY OF SAN LEANDRO PROJECT MANAGER. NOTES HEAVY HEX CAP NUT WITH STD WASHER, SEE NOTE 3 1 1/4"Ø CIP HEADED ANCHOR BOLT, SEE NOTE 3 ANCHOR DETAILS SCALE: 2" = 1' ABUT BACKWALL 3/8" FLAT HEAD SLEEVE MECHANICAL EXPANSION ANCHOR @ 12 MAX STAGGERED, SEE NOTES 3 AND 4 BRIDGE DECK 1'-6" X 7'-0" X 3/8" CHECKERED STEEL PLATE, (FIELD INSTALLED), SEE NOTE 3 SEE "DETAIL A", TYP EXPANSION JOINT DETAILS SCALE: 2" = 1' DETAIL A NO SCALE TAPER EDGE OF STEEL PLATE R = 1/16" 1/8" MAX GAP, TYP
1/8"2 1 3/4" BRG ABUT ANCHOR BOLTS 4" 4" 1'-2 1/2"
3'-0" TOP OF WW BRG ABUT = PILES 24" CIDH PILE B B AA 2 - #5#4 @ 18 2 - #5 #5 @ 12 EACH FACE TYP ABUT REINF #5 @ 12 OUTSIDE FACE APPROX OG = FG #5 X 4'-6" @ 12 INSIDE FACE BB/EB WINGWALL ELEVATION SCALE: 1/2" = 1' #4 @ 18 #4 @ 18 #5 @ 12 EACH FACE TYP ABUT REINF #5 X 4'-6" @ 12 #5 @ 12 2 - #5 #5 @ 12 EACH FACE 2 - #5 1'-0" SECTION B-B SCALE: 1/2" = 1' SECTION A-A SCALE: 1/2" = 1' CL CL CLCL 1 2 ±#4 @ 12 APPROACH SLAB CONST JT CONST JT CONST JT APPROACH SLAB C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR 1002 2024.1010 BR-05 ABUTMENT DETAILS CARY - HAAS BRIDGE REPLACEMENT ABUTMENT DETAILS WINGWALL, BEARING, AND EXPANSION JOINT DETAILS 224712AS SHOWN14 GEOCOMPOSITE DRAIN, SEE "DRAINAGE DETAILS" DRAINAGE PAD B9-6 C SEE NOTE 5 8" 10" 1/2" MIN 3"
3/4" 3/4"
6"
2" 3'-6" EDGE OF DECKRECESS CONC 3/8" FOR PLATE 3/8" FLAT HEAD SLEEVE MECHANICAL EXPANSION ANCHOR @ 12 MAX STAGGERED, SEE NOTES 3 AND 4 EXPANSION PLATE = BRIDGE CLCL TOP OF CURTAIN WALL TOP OF DECK TOP OF APPROACH SLAB 1'-6" X 7'-0" X 3/8" CHECKERED STEEL PLATE, SEE NOTE 3 EXPANSION PLATE PLAN SCALE: 1" = 1' 10" 8" 1/2" 1 2 3/4" 201 N. Calle Cesar Chavez, Suite 300 Santa Barbara, CA 93103 805-692-6921 | www.mnsengineers.com NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 1. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL PIPE. 2. HANDRAILING WELDS SHALL BE SLOT OR FILLET WELDS EQUAL TO THICKNESS OF PIPE. WELD ALL JOINTS ALL AROUND. 3. ADJUST INTERIOR PICKET SPACING SO THAT THE CLEAR SPACING BETWEEN THE LAST PICKET AND THE POST IS NOT LESS THAN 2" NOR GREATER THAN 4". IN NO CASE SHALL THE INTERIOR SHALL THE INTERIOR PICKET SPACING BE GREATER THAN 4". 4. PLACE ONE 3/8"Ø WEEP HOLE IN EACH HANDRAILING SPAN. WEEP HOLE SHALL BE ON THE BOTTOM OF THE TOP HORIZONTAL RAIL AND SHALL BE ON THE LOW END OF THE SPAN. NOTES EXPANSION END FIXED END BASE PLATE DETAIL SCALE: 1" = 6" ELEVATION SECTION 2"Ø STD PIPE RAILS, TYP 1/2"Ø STD PIPE PICKETS, TYP 2 1/2"Ø STD PIPE POSTS, TYP 4" CLR MAX BB/EB
1'-0" 4"Ø HOLE
4" CLR MAX
3'-6" HANDRAILING DETAILS AT ABUTMENT AND WINGWALLS SCALE: 1" = 9" SLIP JOINT DETAIL SCALE: 1" = 2" CAP DETAIL FOR RAIL END SCALE: 1" = 2" 5" 1/4" 3" 1 1/2"Ø PIPE
(OR EQUAL TUBING) 1/4" DRIVE-ON STEEL END CAP 4" CLR MAX INT SPACING, TYP, SEE NOTE 3 FACE OF WINGWALL 6" 1'-6"
1'-2" 2" 2" 1'-4" 4" 8" 4" 1 3/8" X 3 1/8" HOLE, TYP P 1" L PREFABRICATED STEEL TRUSS BRIDGE SUPPORT 1 3/8"Ø HOLE, TYP P 1" L PREFABRICATED STEEL TRUSS BRIDGE SUPPORT 1'-6"
1'-2" 2" 2" 1'-4" 4" 8" 4" 2'-6" ABUT1 1 5'-0" ABUT 2 (SHOWN) 6" 6" FRONT FACE OF ABUT BACKWALL 1" CONST JT NOTE: ABUT 2 SHOWN, ABUT 1 SIMILAR ELEVATION SECTION HANDRAILING DETAILS AT AT SIDEWALK SCALE: 1" = 9" 4'-0" TYP END SPAN 6" 2'-0"
4" CLR MAX
3'-6"
2" 2 1/2"Ø STD PIPE POSTS, TYP
4" CLR MAX END OF APPROACH SLAB APPROX OG = FG 6'-0" TYP INTERMEDIATE SPAN C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OFS ITY AN EANDR 8"Ø HOLE 2"Ø STD PIPE RAILS, TYP 1/2 "Ø STD PIPE PICKETS, TYP WINGWALL 1002 2024.1010 BR-06 MISCELLANEOUS DETAILS CARY - HAAS BRIDGE REPLACEMENT MISCELLANEOUS DETAILS BRIDGE RAILING AND REMOVAL DETAILS 224813AS SHOWN14 NON-SHRINK GROUT CONC SEE NOTE 2, TYP END SPACING, TYP, SEE NOTE 3 SEE NOTE 2, TYP END SPACING, TYP, SEE NOTE 34" CLR MAX INT SPACING, TYP, SEE NOTE 3 3/8"Ø WEEP HOLE, SEE NOTE 4 3/8"Ø WEEP HOLE, SEE NOTE 4 3/8"Ø WEEP HOLE, SEE NOTE 4 201 N. Calle Cesar Chavez, Suite 300 Santa Barbara, CA 93103 805-692-6921 | www.mnsengineers.com >> >>
SAN LEANDRO C BRG ABUT 1 L
CREEK C BRG ABUT 2 L "CH" LINE 11+00 12+00 TO HASS AVE TO CARY DR C I T Y O F S A N L E A N D R O OC D NCO PO R RATE I 1872 L OF S ITY AN EANDR 1002 2024.1010 BR-07 LOG OF TEST BORINGS CARY - HAAS PEDESTRIAN BRIDGE LOG OF TEST BORINGS 224014AS SHOWN14 9/30/27 3286 ARDEN RD HAYWARD, CA 94545 (510) 562-8833 FAX:(510) 562-8858