.
PAYMENT BOND
Contract No.: __________
Bond No.
KNOW ALL PERSONS BY THESE PRESENTS,
THAT WHEREAS, the City of Alameda (“the City” as the primary obligee) has awarded to ___________________________________ (“Principal”), a __________________ Contract (as amended from time to time, the “Contract”) for the __________________________________________________ (the “Project”); AND WHEREAS, it is one of the conditions of the Contract that these presents shall be executed;
NOW THEREFORE, we the undersigned Principal and __________________________ _______________(the “Surety”), an admitted surety insurer in the State of California, are held and firmly bound unto the City, in the sum of __________________________ Dollars ($_______________), we bind ourselves, our heirs, successors, executors, administrators, and assigns, jointly and severally firmly by these presents. [{REMOVE THE ADDITIONAL OBLIGEE PORTION IF IT IS NOT NEEDED FOR YOUR PROJECT] THE CONDITION OF THIS OBLIGATION IS SUCH THAT:
1. The Contract is incorporated by reference in this Bond. Unless the context otherwise requires, capitalized terms used but not separately defined in this Bond have the meaning given to them in the Contract. If said Principal, or its subcontractors, or their respective heirs, executors, administrators, successors or assigns, shall fail to pay:
(a) any of the persons named in California Civil Code section 9100 involved in prosecution of the Work, including the design and engineering services or construction services, as provided for in the Contract, or
(b) any amounts due under the Unemployment Insurance Code, with respect to work or labor performed by such claimant under the Contract or subcontracts, or (c) any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Principal and its subcontractors pursuant
Attachment A
Attachment B
.
to Revenue and Taxation Code Section 18662 et seq. with respect to such work and labor, or
(d) anyone required to be paid by law,
then the Surety herein shall pay for the same, in an aggregate amount not exceeding the sum specified in this Bond, otherwise the above obligation shall benull and void. In case suit is brought upon this Bond, the Surety will pay reasonable attorney’s fee to be fixed by the court.
2. This Bond shall inure to the benefit of any of the persons named in Civil Code section 9100 or anyone required to be paid by law under the Contract so as to give a right of action to such persons or their assigns in any suit brought upon this Bond.
3. The Surety agrees that no change, extension of time, alterations, additions, omissions or other modifications of the terms of the Contract, or in the work to be performed with respect to the Project, or in the specifications or plans, or any change or modification of any terms of payment or extension of time for any payment pertaining or relating to the Contract, or any rescission or attempted rescission of this Bond, solely due to acts of Principal, or any fraud practiced by any other person other than the claimant seeking to recover from this Bond, shall in any way affect its obligations on this Bond, and it hereby waives notice of such changes, extension of time, alterations, additions, omissions or other modifications.
4. This Bond shall cover all payment obligations under the Contract.
Attachment A
Attachment B
.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this ______ day of , 20___.
NOTE: Signatures of those executing for the Surety must be properly acknowledged, and a Power of Attorney attached.
Correspondence or claims relating to this Bond
should be sent to the Surety (or Sureties at the
following address:
(Principal’s name, title, and signature)
Surety
By:
Attorney-in-Fact
Attachment A
Attachment B
.
CALIFORNIA ALL PURPOSE ACKNOWLEDGEMENT
STATE OF CALIFORNIA )
) ss.
COUNTY OF )
On before me, , a notary
public, 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.
Signature (Seal)
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.
Attachment A
Attachment B
.
FORM OF MULTIPLE OBLIGEE RIDER
(Payment Bond)
This Rider is executed concurrently with and shall be attached to and form a part of Payment Bond No. .
WHEREAS, on or about the day of , 20__ , _____________
____________ (hereinafter called “Principal”), entered into a ________________________ ______________________ Contract bearing the date of _____ , 20 (as amended from time to time, hereinafter called the “Contract”) with the City of Alameda (hereinafter called “the City” as the primary Obligee) for the design and construction of the __________________ Project; and
WHEREAS, initially capitalized terms not otherwise defined herein shall have the meanings set forth in the Contract; and
WHEREAS, the City requires that Principal provide a performance bond and that the East Bay Municipal Utility District (“EBMUD”), and
be named as additional obligees under the payment bond; and
WHEREAS, Principal and (the “Surety”) have agreed to execute and deliver this Rider concurrently with the execution of the Payment Bond No. (hereinafter referred to as the “Payment Bond”) upon the conditions herein stated.
NOW, THEREFORE, the undersigned hereby agree and stipulate as follows:
East Bay Municipal Utility District is hereby added to the Payment Bond as named obligee (hereinafter referred to as “Additional Obligees”).
The Surety shall not be liable under the Payment Bond to the City, the Additional Obligees, or any of them, unless the City, the Additional Obligees, or any of them shall make payments to Principal (or in the case the Surety arranges for completion of the Contract, to the Surety) in accordance with the terms of the Contract as to payments and shall perform all other obligations to be performed under the Contract in all material respects at the time and in the manner therein set forth such that no material default by the City shall have occurred and be continuing under the Contract.
The aggregate liability of the Surety under the Payment Bond, to any or all of the obligees, as their interests may appear, is limited to the penal sum of the Payment Bond. The Additional Obligees’ rights under this Bond are subject to the same defenses Principal and/or the Surety have against the City. The total liability of the Surety shall in no event exceed the amount recoverable from Principal by the City under the Contract.
The Surety may, at its option, make any payments under the Payment Bond by check issued jointly to all of the obligees.
Attachment A
Attachment B
.
It is further understood and agreed that nothing contained in this Rider shall be held to change, alter or vary the terms of the attached Payment Bond except as set forth hereinabove. In the event of a conflict between the Payment Bond and this Rider, this Rider shall govern and control. All references to the Payment Bond, either in the Payment Bond or in this Rider, shall include and refer to the Payment Bond as supplemented and amended by this Rider. Except as herein modified, the Payment Bond shall be and remains in full force and effect.
The Rider may be executed in two or more counterparts, each of which shall be deemed to be an original, but which together shall constitute one and same instrument.
Signed, sealed and dated this day of , 20 .
(Principal) (Seal)
By:______________________________________
(Title)
(Surety) (Seal)
By:______________________________________
Attorney-in-fact
Attachment A
Attachment B
PERFORMANCE BOND
Contract No.: _________
Bond No.: ___________
KNOW ALL PERSONS BY THESE PRESENTS,
THAT WHEREAS, the City of Alameda, (“City” as the primary Obligee) has awarded to ______________________________ (“Principal”), _________________________ (as amended from time to time, the “Contract”), which Contract is specifically incorporated by reference in this bond, for _______________________________________ ________________________________Project (the “Project”); AND WHEREAS, it is one of the conditions of the Contract that these presents shall be executed;
NOW THEREFORE, we the undersigned Principal and _______________________ _________________ (the “Surety”), an admitted surety insurer in the State of California, are held and firmly bound unto the City, in the sum of _______________________
_______________ Dollars ($______________), we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally firmly by these presents.
[REMOVE THE ADDITIONAL OBLIGEE PORTION IF IT IS NOT NEEDED FOR YOUR PROJECT] THE CONDITION OF THIS OBLIGATION IS SUCH THAT:
1. The Contract is incorporated by reference in this Bond. Unless the context otherwise requires, capitalized terms used but not separately defined in this Bond have the meaning given to them in the Contract.
2. If the Principal, or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by and well and truly keep and perform all covenants, conditions, agreements, obligations and work under the Contract, including any and all amendments, supplements, and alterations made to the Contract as therein provided, on Principal’s part to be kept and performed at the time and in the manner therein specified, and shall indemnify, defend and save harmless the City and all other Indemnified Parties, as therein stipulated, then this obligation shall become and be null and void; otherwise, it shall be and remain in full force and effect.
3. This Bond shall cover the cost to perform all the obligations of the Principal pursuant to the Contract.
Attachment A
Attachment B
4. The obligations covered by this Bond specifically include the performance of each and every obligation of Principal under the Contract including its liability for Liquidated Damages and warranties as specified in the Contract, but not to exceed the Bonded Sum.
5. The Surety agrees that no change, extension of time, alterations, additions, omissions or other modifications of the terms of any of the Contract, or in the work to be performed with respect to the Project, or in the specifications or plans, or any change or modification of any terms of payment or extension of time for any payment pertaining or relating to any of the Contract, or any rescission or attempted rescission of this Bond, solely due to acts of Principal, or any fraud practiced by any other person other than the City seeking to recover from this Bond, shall in any way affect its obligations on this Bond, and it hereby waives notice of such changes, extension of time, alterations, additions, omissions or other modifications.
6. The Surety agrees that payments made to contractors and suppliers to satisfy claims on the payment bond do not reduce the Surety’s legal obligations under this Bond. Payments made to contractors or suppliers under any agreement where the Surety has arranged for completion of the work to satisfy this Bond will not be considered payment bond claims.
7. Whenever Principal is in default under the Contract, provided that the City is not then in material default under the Contract, the Surety shall promptly:
(a) remedy such default, or
(b) complete the work and perform the obligations covered by this Bond in accordance with the terms and conditions of the Contract then in effect, or (c) select a contractor or contractors to complete all work and perform all obligations covered by this Bond for which a notice to proceed has been issued in accordance with the terms and conditions of the Contract, using a contractor or contractors approved by the City (provided, however, that the Surety may not select Principal or any affiliate of Principal tocomplete the work and perform the obligations for and on behalf of the Surety without the City’s express written consent, in its sole discretion), arrange for a contractthat contains substantially the same terms and conditions of the Contract between such contractor or contractors and the City, and make available as work progresses (even though there should be a default or a succession of defaults under such contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the unpaid balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety is liable hereunder, the Bonded Sum.
8. If Surety does not proceed as provided in Paragraph 7 of this Bond with reasonable promptness, Surety shall be deemed to be in default on this Bond fifteen days after receipt of an additional written notice from the City to Surety demanding that Surety perform its obligations under this Bond, and the City shall be entitled to enforce any remedy available to the City.
Attachment A
Attachment B
9. The guarantees contained herein shall survive Final Acceptance of the Work called for in the Contract with respect to those obligations of Principal which survive such Final Acceptance.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this ____ day of , 20 .
NOTE: Signatures of those executing for the Surety must be properly acknowledged, and a Power of Attorney attached.
Correspondence or claims relating to this Bond
should be sent to the Surety (or Sureties at the
following address:
(Principal’s name, title, and signature)
Surety
By:
Attorney-in-Fact
Attachment A
Attachment B
CALIFORNIA ALL PURPOSE ACKNOWLEDGEMENT
STATE OF CALIFORNIA )
) ss.
COUNTY OF )
On before me, , a notary
public, 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.
Signature (Seal)
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.
Attachment A
Attachment B
FORM OF MULTIPLE OBLIGEE RIDER
(Performance Bond)
This Rider is executed concurrently with and shall be attached to and form a part of Performance Bond No. .
WHEREAS, on or about the day of , 20__ , _____________
____________ (hereinafter called “Principal”), entered into a ________________________ ______________________ Contract bearing the date of _____ , 20 (as amended from time to time, hereinafter called the “Contract”) with the City of Alameda (hereinafter called “the City” as the primary Obligee) for the design and construction of the __________________ Project; and
WHEREAS, initially capitalized terms not otherwise defined herein shall have the meanings set forth in the Contract; and
WHEREAS, the City requires that Principal provide a performance bond and that the East Bay Municipal Utility District (“EBMUD”), and
be named as additional obligees under the performance bond; and
WHEREAS, Principal and (the “Surety”) have agreed to execute and deliver this Rider concurrently with the execution of the Performance Bond No. (hereinafter referred to as the “Performance Bond”) upon the conditions herein stated.
NOW, THEREFORE, the undersigned hereby agree and stipulate as follows:
East Bay Municipal Utility District is hereby added to the Performance Bond as named obligee (hereinafter referred to as “Additional Obligees”).
The Surety shall not be liable under the Performance Bond to the City, the Additional Obligees, or any of them, unless the City, the Additional Obligees, or any of them shall make payments to Principal (or in the case the Surety arranges for completion of the Contract, to the Surety) in accordance with the terms of the Contract as to payments and shall perform all other obligations to be performed under the Contract in all material respects at the time and in the manner therein set forth such that no material default by the City shall have occurred and be continuing under the Contract.
The aggregate liability of the Surety under the Performance Bond, to any or all of the obligees, as their interests may appear, is limited to the penal sum of the Performance Bond.
The Additional Obligees’ rights under this Bond are subject to the same defenses Principal and/or the Surety have against the City. The total liability of the Surety shall in no event exceed the amount recoverable from Principal by the City under the Contract.
The Surety may, at its option, make any payments under the Performance Bond by check issued jointly to all of the obligees.
Attachment A
Attachment B
It is further understood and agreed that nothing contained in this Rider shall be held to change, alter or vary the terms of the attached Performance Bond except as set forth hereinabove. In the event of a conflict between the Performance Bond and this Rider, this Rider shall govern and control. All references to the Performance Bond, either in the Performance Bond or in this Rider, shall include and refer to the Performance Bond as supplemented and amended by this Rider. Except as herein modified, the Performance Bond shall be and remains in full force and effect.
The Rider may be executed in two or more counterparts, each of which shall be deemed to be an original, but which together shall constitute one and same instrument.
Signed, sealed and dated this day of , 20 .
(Principal) (Seal)
By:______________________________________
(Title)
(Surety) (Seal)
By:______________________________________
Attorney-in-fact
Attachment A
Attachment B
ATTACHMENT “C”
LIST OF MIXED CONSTRUCTION AND DEMOLITION PROCESSORS
This guide is a listing of facilities/processors that accept construction and demolition waste materials. This is not a complete and comprehensive list; it is intended to be a quick reference guide to assist contractors and the general public recycle their construction and demolition debris.
For additional information on disposal or recycling of specific material types please visit http://alameda.wastetracking.com (Green Halo Systems) and choose the “Recycler Search” function from the drop down menu.
Please call each facility for accepted materials, hours of operation, and the terms and conditions prior to delivering your materials.
Bee Green Recycling (Commercial Waste and Recycling)
725 Independent Road, Oakland, CA 94621
510-636-0852
https://www.beegreen.green/
Excess Recovery
1801 Evans Avenue, San Francisco, CA 94124
650-339-4817
Davis Street Transfer Station
2615 Davis Street, San Leandro, CA 94577
510-638-2303
www.dsgardencenter.com/
Berkeley Transfer Station
1201 2nd St., Berkeley, CA 94710
510-981-7270
www.cityofberkeley.info/ContentDisplay.aspx?id=5710
Certified Blue Recycling
2075 Williams St, San Leandro, CA 94577
800-536-6702
www.certified-blue-recycling.com/
Recology San Francisco
501 Tunnel Avenue, San Francisco, CA 94134
415-330-1400
www.sfrecycling.com/index.php
ATTACHMENT "B"
Blue Line Transfer
500 East Jamie Ct, South San Francisco, CA 94080
650-589-5511
www.ssfscavenger.com
Hayward Transfer Station
3458 Enterprise Ave, Hayward, CA 94545
510-606-1548
West Contra Costa Co Sanitary Landfill
Foot of Parr Blvd., Richmond, CA 94801
510-262-1600
Marin Resource Recovery Center
565 Jacoby Street, San Rafael, CA 94901
415-453-1404
www.marinsanitary.com
Contra Costa Transfer & Recovery Facility
951 Waterbird Way, Martinez, CA 94553
925-313-8987
Ox Mountain Sanitary Landfill
12310 San Mateo Road, Half Moon Bay, CA 94019
800-204-4242
Pleasanton Transfer & Recovery Facility
3110 Busch Rd., Pleasanton, CA 94566
925-846-4062
www.plesantongarbageservice.com
Fremont Recycling and Transfer Station
41149 Boyce Rd., Fremont, CA 94538
510-252-0500
www.fremont-recycling.com
Devlin Rd Recycling & Transfer Facility
889 Devlin Rd, American Canyon, CA 94503
707-258-9005
Newby Island Landfill
1601 Dixon Landing Rd., Milpitas, CA 95035
408-945-2800
www.newbyisland.com/
Zanker Material Processing Facility
675 Los Esteros Rd., San Jose, CA 95134
408-263-2384
www.zankerrecycling.com/
CITY OF ALAMEDA
Standard Plans
December 2021
PUBLIC WORKS DEPARTMENT
City Hall West
950 West Mall Square, Suite 110
Alameda, CA 94501
CITY OF ALAMEDA
STANDARD PLANS - TABLE OF CONTENTS
STORM DRAIN STANDARDS
SD 1-1 CATCH BASIN TYPE 1 - / DEC 2021
SD 1-2 CATCH BASIN TYPE 1 - / DEC 2021
SD 1-3 CATCH BASIN TYPE 1 - / DEC 2021
SD 2 CATCH BASIN TYPE A - / DEC 2021
SD 3 GRATED CATCH BASIN - / DEC 2021
SD 4 MAINTENANCE HOLE FOR STORM DRAIN - / DEC 2021
SD 5-1 CULVERT - 30 INCH - / DEC 2021
SD 5-2 CULVERT - 30 INCH - / DEC 2021
SD 6-1 CULVERT - 36 INCH - / DEC 2021
SD 6-2 CULVERT - 36 INCH - / DEC 2021
SD 7-1 DRAINAGE CHANNEL - / DEC 2021
SD 7-2 DRAINAGE CHANNEL - / DEC 2021
SD 8 CURB DRAIN IN EXISTING CURB AND SIDEWALK - / DEC 2021
SANITARY SEWER STANDARDS
SS 1-1 4" SEWER LATERAL TWO-WAY CLEANOUT - / DEC 2021
SS 1-2 4" SEWER LATERAL TWO-WAY CLEANOUT - / DEC 2021
SS 2 NOT USED
SS 3 45° CLEANOUT - / DEC 2021
SS 4 PRE-CAST CONCRETE MAINTENANCE HOLE TYPE "A" - / DEC 2021 SS 5 MAINTENANCE HOLE TYPE "B" AND "C" SHALLOW DEPTH - / DEC 2021 SS 6 SANITARY SEWER MAINTENANCE HOLE COVER - / DEC 2021 SS 7 INSIDE DROP MAINTENANCE HOLE FOR 4" - 12" SEWER PIPES - / DEC 2021 SS 8 PIPE CROSSING DETAILS - / DEC 2021
SS 9 ABANDONED PIPE DETAIL - / DEC 2021
SS 10 ABANDONED MAINTENANCE HOLE DETAIL - / DEC 2021
STREET STANDARDS
ST 1-1 TYPE A AND B CURB AND GUTTER - / DEC 2021
ST 1-2 CONCRETE CURB AND GUTTER AT DRIVEWAY APPROACH - / DEC 2021 ST 1-3 TYPE A CONCRETE CURB AND GUTTER WITH ASPHALT - / DEC 2021 ST 1-4 TYPE E CONCRETE CURB AND GUTTER - / DEC 2021
ST 1-5 CURB AND GUTTER WITH SIDEWALK - / DEC 2021
ST 1-6 CURB AND GUTTER PLANTER AND SIDEWALK - / DEC 2021 ST 2 NOT USED
ST 3 NOT USED
ST 4 NOT USED
ST 5 LARGE RADIUS FLUSH RETURN - / DEC 2021
ST 6 SIDEWALK REINFORCING AROUND UTILITY BOX > 24" x 36" - / DEC 2021 ST 7-1 TRENCH DETAIL RESURFACING - / DEC 2021
ST 7-2 TRENCH DETAIL NARROW TRENCH & SMALL HOLES - / DEC 2021 ST 7-3 TRENCH DETAIL TRENCH BACKFILL - / DEC 2021
PAGE 1 OF 2
ST 7-4 TRENCH DETAIL - / DEC 2021
ST 7-5 TRENCH DETAIL CONTROLLED LOW STRENGTH MATERIAL (CLSM) - / DEC 2021 ST 8 NOT USED
ST 9-1 STREET TREE PLANTING - / DEC 2021
ST 9-2 STREET TREE PLANTING - / DEC 2021
ST 9-3 STREET TREE PLANTING - / DEC 2021
ST 10-1 STREET NAME SIGN - / DEC 2021
ST 10-2 STREET NAME SIGN - / DEC 2021
ST 11 TRAFFIC SIGN INSTALLATION - / DEC 2021
ST 12-1 TRAFFIC SIGN SPECIFICATIONS - / DEC 2021
ST 12-2 TRAFFIC SIGN SPECIFICATIONS - / DEC 2021
ST 13 SURVEY MONUMENT - / DEC 2021
ST 14 STREET BARRICADE - / DEC 2021
ST 15-1 TYPICAL APPLICATIONS FOR MARKED CROSSWALKS - / DEC 2021 ST 15-2 TYPICAL APPLICATIONS FOR MARKED CROSSWALKS - / DEC 2021 ST 16 BIKE LANE BUFFER WIDTHS (NON-METERED PARKING) - / DEC 2021 ST 17-1 PARKLET BARRICADE DETAIL - / DEC 2021
ST 17-2 PARKLET BARRICADE DETAIL - / DEC 2021
ST 18 RESIDENTIAL DRIVEWAY WITH PLANTING STRIP - / DEC 2021 ST 19 RESIDENTIAL DRIVEWAY WITHMONOLITHIC SIDEWALK - / DEC 2021 ST 20 COMMECIAL TYPE GUTTER & DRIVEWAY - / DEC 2021
STREET LIGHT STANDARDS
SL8 ALAMEDA RECREATION & PARKS DEPT DECO STANDARD POLE - / DEC 2021 SL9 28' TAPERED ALUM. POLE WITH 6' ARM - / DEC 2021
SL10 30' TAPERED LIGHT POLE WITH 12" PIPE BRACKET ARM - / DEC 2021 SL11 YORK SERIES LIGHTING POLE - / DEC 2021
SL12 20' TAPERED LIGHT POLE WITH 12" PIPE BRACKET ARM - / DEC 2021 SL13 TAPERED LIGHT POLE WITH 12" TWIN PIPE BRACKET ARM - / DEC 2021 SL 50-1 STREET LIGHT FOUNDATION - TYPE A - / DEC 2021
SL 50-2 STREET LIGHT POLE BASE DETAIL - / DEC 2021
SL 57-1 120V STREET LIGHT WIRING - / DEC 2021
SL 57-2 240V STREET LIGHT WIRING - / DEC 2021
SL 57-3 SPLICING AND CRIMPING - / DEC 2021
PAGE 2 OF 2
CATCH BASIN
TYPE 1
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CATCH BASIN
TYPE 1
CATCH BASIN
TYPE 1
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CATCH BASIN
TYPE A
FL
GRATED CATCH BASIN
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
MAINTENANCE HOLE
FOR STORM DRAIN
3'-31
2" 6"
TYP
BOX + 1
2" 2'-31
2" BOX
13.5" 1
2" CLR 6x6 - W1.4xW1.4
WELDED WIRE FABRIC
ALL LONGITUDINAL
REINFORCING
#4 BARS, TOT 12
#4 BARS @ 6" O.C.
FIRST PCC POUR
INCLUDES BASE &
WALLS UP TO
"BOX" + 1 1
2"
SEE DECK
SUPPORT DETAIL 8"
3" MIN.
(TYP)
16 ga GALV. CORR. STEEL DECK,
BR-36 FORMLOK BY VERCO
DECKING, INC. OR EQUAL
R = 1"±
(TYP)
X X X X X X 1
2" DIA x 3" STUDS
@ 24" O.C., TYP
TYP
1 1
4" x 114" x 14" GALV. ANGLE, TYP
PROPERTY
LINE
SIDEWALK
5'
GUTTER
8'
C
C
VARIABLE
1 2" VALLEY
1 2" VALLEY ON CL
CURB
LOCAL
DEPRESSION GUTTER SIDEWALK CURB LOCAL DEPRESSION
HAND
HOLE
A
A
B
B
STRAIGHT LINE GRADE
45°
GUTTER
RETURN
MAINTENANCE HOLE COVER -
18" CIRCULAR (D&L FOUNDRY
B-6018 OR EQUAL)
2 - #4 x 5'-0"
REINF EA SIDE
TOT 4 BUNDLES
1 1
4" x 114" x 14" GALV. ANGLE
ADDITIONAL
TACK WELD IN
FIELD & PAINT
SEE NOTE 2
OPPOSITE HAND
CUTS FROM
STANDARD 36"
LONG SECTIONS
1'-6"±
1'-6"±
1 1
4"± SEAT
INSIDE FACE
OF WALL
3'-61
2"
45°
TACK WELD IN
FIELD & PAINT
SEE NOTE 2
3 1
2" x 212" x 3
8" GALV. ANGLE
2 1
2 " CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT SD 5-1
1 2
CULVERT - 30 INCH
TYPICAL CULVERT PLAN
NTS
HAND HOLE
NTS
45° BEND
NTS
CURB OPENING
NTS
PLAN DETAILS OF
GALV. CORRUGATED
STEEL DECK
MATERIALS
CONCRETE: PER SECTION 90-2 MINOR
CONCRETE OF CALTRANS
STD SPECS 2018
REBARS: ASTM A615, GRADE 60
STEEL DECK: ASTM A653 SS GRADE 50
STEEL ANGLES: ASTM A36 GRADE 36
STEEL STUDS: ASTM A307
WELDING: AWS D1.1
DECK SUPPORT DETAIL
NTS
NOTES
1. MAXIMUM "BOX" DIMENSION IS 6".
2. PLACE 4" TO 6" WIDE SELF-ADHESIVE
WATERPROOF FLASHING (POLYOLEFINCOATED FABRIC WITH BUTYL RUBBER
ADHESIVE) AT SECTIONS THAT ARE CUT
OR DISCONTINUOUS.
STREET SECTION A-A
NTS
1'-6" 3.5" 8"
BOX + 1/2"
3'-31
2" 6"
TYP
BOX + 1
2" 2'-31
2" BOX
13.5" 1
2" CLR 6x6 - W1.4xW1.4
WELDED WIRE FABRIC
ALL LONGITUDINAL
REINFORCING
#4 BARS, TOT 12
#4 BARS @ 12" O.C.
FIRST PCC POUR
INCLUDES BASE &
WALLS UP TO
"BOX" + 1 1
2"
SEE DECK
SUPPORT DETAIL 8"
3" MIN.
(TYP)
16 ga GALV. CORR. STEEL DECK,
BR-36 FORMLOK BY VERCO
DECKING, INC. OR EQUAL
R = 1"±
(TYP)
4 1
h = 0.3'
MAX
4" MAX
BOX + BOX 1
2" 3
1 2" x 212" x 3
8" GALV. CURB
ANGLE WITH BATTER TO
MEET SLOPE OF CURB FACE
MEET CURB GRADE &
INSTALL 1
2" EXPANSION
MATERIAL AT EACH
SIDE OF CULVERT
SEE CITY STD. ST 1-1
FOR CURB AND GUTTER
INLET
OUTLET
X X X X X X
1'-6" 3.5" 8"
BOX + 1/2"
4 1
h = 0.3'
MAX
4" MAX
SEE CITY STD. ST 1-1
FOR CURB AND GUTTER
1 2" DIA x 3" STUDS
@ 24" O.C., TYP
TYP
DIRECTION
OF FLOW
DIRECTION
OF FLOW
6x6 - W1.4xW1.4
WELDED WIRE FABRIC
X X X X X X 6x6 - W1.4xW1.4
WELDED WIRE FABRIC
X X X X X X
1 1
4" x 114" x 14" GALV. ANGLE, TYP
TYP
TYP
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SD 5-1
2 2
CULVERT - 30 INCH
SIDEWALK SECTION B-B
NTS
SECTION C-C (INLET)
NTS
CURB OPENING
NTS
SECTION C-C (OUTLET)
NTS
3'-91
2" 6"
TYP
BOX + 1
2" 2'-91
2" BOX
13.5" 1
2" CLR
ALL LONGITUDINAL
REINFORCING
#4 BARS, TOT 12
#4 BARS @ 6" O.C.
FIRST PCC POUR
INCLUDES BASE &
WALLS UP TO
"BOX" + 1 1
2"
SEE DECK
SUPPORT DETAIL 9"
3" MIN.
(TYP)
16 ga GALV. CORR. STEEL DECK,
BR-36 FORMLOK BY VERCO
DECKING, INC. OR EQUAL
R = 1"±
(TYP)
1 2" DIA x 3" STUDS
@ 24" O.C., TYP
TYP
1 1
4" x 114" x 14" GALV. ANGLE, TYP 6x6 - W1.4xW1.4
WELDED WIRE FABRIC
X X X X X X X #4 @ 12" O.C., TYP
PROPERTY
LINE
SIDEWALK
5'
GUTTER
8'
C
C
VARIABLE
1 2" VALLEY
1 2" VALLEY ON CL
CURB
LOCAL
DEPRESSION GUTTER SIDEWALK CURB LOCAL DEPRESSION
HAND
HOLE
A
A
B
B
STRAIGHT LINE GRADE
GUTTER
RETURN
45°
MAINTENANCE HOLE COVER -
18" CIRCULAR (D&L FOUNDRY
B-6018 OR EQUAL)
2 - #4 x 5'-0"
REINF EA SIDE
TOT 4 BUNDLES
1 1
4" x 114" x 14" GALV. ANGLE
ADDITIONAL
TACK WELD IN
FIELD & PAINT
SEE NOTE 2 OPPOSITE HAND
CUTS FROM
STANDARD 36"
LONG SECTIONS
1'-6"±
1'-6"±
1 1
4"± SEAT
INSIDE FACE
OF WALL
4'-3"
45°
TACK WELD IN
FIELD & PAINT
SEE NOTE 2
3 1
2" x 212" x 3
8" GALV. ANGLE
2 1
2 " CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT SD 6-1
1 2
CULVERT - 36 INCH
STREET SECTION A-A
NTS
TYPICAL CULVERT PLAN
NTS
HAND HOLE
NTS
45° BEND
NTS
CURB OPENING
NTS
PLAN DETAILS OF
GALV. CORRUGATED
STEEL DECK
DECK SUPPORT DETAIL
NTS
NOTES
1. MAXIMUM "BOX" DIMENSION IS 6".
2. PLACE 4" TO 6" WIDE SELF-ADHESIVE
WATERPROOF FLASHING (POLYOLEFINCOATED FABRIC WITH BUTYL RUBBER
ADHESIVE) AT SECTIONS THAT ARE CUT
OR DISCONTINUOUS.
MATERIALS
CONCRETE TOP DECK: 4,000 psi AT 28 DAYS
CONCRETE BASE & WALLS: PER SECTION 90-2 MINOR
CONCRETE OF CALTRANS
STD SPECS 2018
REBARS: ASTM A615, GRADE 60
STEEL DECK: ASTM A653 SS GRADE 50
STEEL ANGLES: ASTM A36 GRADE 36
STEEL STUDS: ASTM A307
WELDING: AWS D1.1
3'-91
2" 6"
TYP
BOX + 1
2" 2'-91
2" BOX 3.5" 1
1 2" CLR
ALL LONGITUDINAL
REINFORCING
#4 BARS, TOT 12
#4 BARS @ 12" O.C.
FIRST PCC POUR
INCLUDES BASE &
WALLS UP TO
"BOX" + 1 1
2"
SEE DECK
SUPPORT DETAIL 9"
3" MIN.
(TYP)
16 ga GALV. CORR. STEEL DECK,
BR-36 FORMLOK BY VERCO
DECKING, INC. OR EQUAL
R = 1"±
(TYP)
BOX + BOX 1
2" 3
1 2" x 212" x 3
8" GALV. CURB
ANGLE WITH BATTER TO
MEET SLOPE OF CURB FACE
MEET CURB GRADE &
INSTALL 1
2" EXPANSION
MATERIAL AT EACH
SIDE OF CULVERT
INLET
OUTLET
1'-6" 3.5" 9"
BOX + 1/2"
4 1
h = 0.3'
MAX
4" MAX
SEE CITY STD. ST 1-1
FOR CURB AND GUTTER
1'-6" 3.5" 9"
BOX + 1/2"
4 1
h = 0.3'
MAX
4" MAX
SEE CITY STD. ST 1-1
FOR CURB AND GUTTER
1 2" DIA x 3" STUDS
@ 24" O.C., TYP
TYP
DIRECTION
OF FLOW
DIRECTION
OF FLOW
X X X X X X
X X X X X X
1 1
4" x 114" x 14" GALV. ANGLE, TYP
TYP
TYP
6x6 - W1.4xW1.4
WELDED WIRE FABRIC
X X X X X X X #4 @ 12" O.C., TYP
#4 (PLACED 1
2" CLR FROM
STEEL DECKING)
#4 (PLACED 1
2" CLR FROM
STEEL DECKING)
6x6 - W1.4xW1.4
WELDED WIRE FABRIC
6x6 - W1.4xW1.4
WELDED WIRE FABRIC
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SD 6-1
2 2
CULVERT - 36 INCH
SIDEWALK SECTION B-B
NTS
SECTION C-C (INLET)
NTS
CURB OPENING
NTS
SECTION C-C (OUTLET)
NTS
4'-91
2" 6"
TYP
BOX + 1
2" 3'-91
2" BOX 4"
1 1
2" CLR 6x6 - W1.4xW1.4
WELDED WIRE FABRIC
ALL LONGITUDINAL
REINFORCING
#4 BARS, TOT 12
#4 BARS @ 6" O.C.
FIRST PCC POUR
INCLUDES BASE &
WALLS UP TO
"BOX" + 1 1
2"
SEE DECK
SUPPORT DETAIL 9"
3" MIN.
(TYP)
16 ga GALV. CORR. STEEL DECK,
BR-36 FORMLOK BY VERCO
DECKING, INC. OR EQUAL
R = 1"±
(TYP)
X X X X X X X X X 1
2" DIA x 3" STUDS
@ 24" O.C., TYP
TYP
#4 @ 12" O.C., TYP
1 1
4" x 114" x 14" GALV. ANGLE, TYP
1 2" CLR
PROPERTY
LINE
SIDEWALK
5'
GUTTER
8'
C
C
VARIABLE
1 2" VALLEY
1 2" VALLEY ON CL
CURB
LOCAL
DEPRESSION GUTTER SIDEWALK CURB LOCAL DEPRESSION
HAND
HOLE
A
A
B
B
STRAIGHT LINE GRADE
GUTTER
RETURN
45°
MAINTENANCE HOLE COVER -
18" CIRCULAR (D&L FOUNDRY
B-6018 OR EQUAL)
2 - #4 x 6'-0"
REINF EA SIDE
TOT 4 BUNDLES
1 1
4" x 114" x 14" GALV. ANGLE
ADDITIONAL
#4 @ 12"
O.C., TYP
TACK WELD
ANGLES @
8" O.C., T&B
TACK WELD IN
FIELD & PAINT
OPPOSITE HAND SEE NOTE 2
CUTS FROM
STANDARD 36"
LONG SECTIONS
1'-6"±
1'-6"± #4 @ 12"
O.C., TYP
1 1
4"± SEAT
INSIDE FACE
OF WALL
5'-8"
45°
TACK WELD IN
FIELD & PAINT
SEE NOTE 2
3 1
2" x 3" x 3
8" GALV. ANGLE
#4 @ 12"
O.C., TYP 3"
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SD 6A-1
1 2
CULVERT - 48 INCH
STREET SECTION A-A
NTS
TYPICAL CULVERT PLAN
NTS
HAND HOLE
NTS
45° BEND
NTS
CURB OPENING
NTS
PLAN DETAILS OF
GALV. CORRUGATED
STEEL DECK
DECK SUPPORT DETAIL
NTS
NOTES
1. MAXIMUM "BOX" DIMENSION IS 6".
2. PLACE 4" TO 6" WIDE SELF-ADHESIVE
WATERPROOF FLASHING (POLYOLEFINCOATED FABRIC WITH BUTYL RUBBER
ADHESIVE) AT SECTIONS THAT ARE CUT
OR DISCONTINUOUS.
MATERIALS
CONCRETE TOP DECK: 4,000 psi AT 28 DAYS
CONCRETE BASE & WALLS: PER SECTION 90-2 MINOR
CONCRETE OF CALTRANS
STD SPECS 2018
REBARS: ASTM A615, GRADE 60
STEEL DECK: ASTM A653 SS GRADE 50
STEEL ANGLES: ASTM A36 GRADE 36
STEEL STUDS: ASTM A307
WELDING: AWS D1.1
BOX + BOX 1
2" 3
1 2" x 3" x 3
8" GALV. CURB
ANGLE WITH BATTER TO
MEET SLOPE OF CURB FACE
MEET CURB GRADE
INLET
OUTLET
1'-6" 4" 9"
BOX + 1/2"
4 1
h = 0.3'
MAX
4" MAX
SEE CITY STD. ST 1-1
FOR CURB AND GUTTER
1'-6" 4" 9"
BOX + 1/2"
4 1
h = 0.3'
MAX
4" MAX
SEE CITY STD. ST 1-1
FOR CURB AND GUTTER
DIRECTION
OF FLOW
DIRECTION
OF FLOW
4'-91
2" 6"
TYP
BOX + 1
2" 3'-91
2" BOX 4"
1 1
2" CLR 6x6 - W1.4xW1.4
WELDED WIRE FABRIC
ALL LONGITUDINAL
REINFORCING
#4 BARS, TOT 12
#4 BARS @ 12" O.C.
FIRST PCC POUR
INCLUDES BASE &
WALLS UP TO
"BOX" + 1 1
2"
SEE DECK
SUPPORT DETAIL 9"
3" MIN.
(TYP)
16 ga GALV. CORR. STEEL DECK,
BR-36 FORMLOK BY VERCO
DECKING, INC. OR EQUAL
R = 1"±
(TYP)
X X X X X X X X X 1
2" DIA x 3" STUDS
@ 24" O.C., TYP
TYP 1
2" CLR
#4 @ 12" O.C., TYP
6x6 - W1.4xW1.4
WELDED WIRE FABRIC
X X X X X X 6x6 - W1.4xW1.4
WELDED WIRE FABRIC
X X X X X X
#4 (PLACED 1
2" CLR FROM
STEEL DECKING)
#4 (PLACED 1
2" CLR FROM
STEEL DECKING)
1 1
4" x 114" x 14" GALV. ANGLE, TYP
TYP
TYP
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SD 6A-1
2 2
CULVERT - 48 INCH
SIDEWALK SECTION B-B
NTS
SECTION C-C (INLET)
NTS
CURB OPENING
NTS
SECTION C-C (OUTLET)
NTS
DRAINAGE CHANNEL
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
DRAINAGE CHANNEL
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CURB DRAIN IN EXISTING
CURB AND SIDEWALK
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
4" SEWER LATERAL
TWO-WAY CLEANOUT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
4" SEWER LATERAL
TWO-WAY CLEANOUT
45 DEGREE CLEANOUT (STREET)
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
PRE-CAST CONCRETE
MAINTENANCE HOLE TYPE "A"
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
MAINTENANCE HOLES TYPE "B" AND
"C" SHALLOW DEPTH
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TYPE A & B CONCRETE
CURB AND GUTTER
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CONCRETE CURB AND GUTTER
AT DRIVEWAY APPROACH
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TYPE A CONCRETE CURB AND
GUTTER WITH ASPHALT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TYPE E CONCRETE
CURB AND GUTTER
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CURB AND GUTTER
WITH SIDEWALK
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
VERTICAL CURB AND GUTTER
PLANTER AND SIDEWALK
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SANITARY SEWER
MAINTENANCE HOLE COVER
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
INSIDE DROP MAINTENANCE
HOLE FOR 4" - 12" SEWER PIPES
EMBEDDED ELBOW
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
PIPE CROSSING DETAILS
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
ABANDONED PIPE
DETAIL
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
ABANDONED MAINTENANCE HOLE
DETAIL
LARGE RADIUS FLUSH RETURN
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TRENCH DETAIL
RESURFACING
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TRENCH DETAIL
NARROW TRENCH AND SMALL HOLES
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TRENCH DETAIL
TRENCH BACKFILL
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TRENCH DETAIL
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TRENCH DETAIL
CONTROLLED LOW STRENGTH MATERIAL (CLSM)
STREET TREE PLANTING
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
STREET TREE PLANTING
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
AMERICAN STANDARDS FOR
NURSERY STOCK
STREET TREE PLANTING
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SantaClara2400
AVE
SantaClara2400
AVE
STREET NAME SIGN
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
STREET NAME SIGN
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
:
TRAFFIC SIGN INSTALLATION
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TRAFFIC SIGN SPECIFICATIONS
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TRAFFIC SIGN SPECIFICATIONS
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SURVEY MONUMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
STREET BARRICADE
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TYPICAL APPLICATIONS FOR
MARKED CROSSWALKS STOP
STOP
STOP STOP STOP STOP
STOP
STOP
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TYPICAL APPLICATIONS FOR
MARKED CROSSWALKS
STOP
STOP
STOP
STOP
STOP
STOP
STOP
STOP
39 39
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
BIKE LANE AND BUFFER WIDTHS
(NON-METERED PARKING)
39 CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
PARKLET BARRICADE DETAIL
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
PARKLET BARRICADE DETAIL
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
RESIDENTIAL DRIVEWAY
WITH PLANTING STRIP
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
RESIDENTIAL DRIVEWAY
WITH MONOLITHIC SIDEWALK
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
COMMERCIAL TYPE
GUTTER & DRIVEWAY
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
ALAMEDA RECREATION AND PARKS DEPT
DECO STANDARD POLE
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
28' TAPERED ALUMINUM POLE
WITH 6' ARM
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
30' TAPERED LIGHT POLE
WITH 12'' PIPE BRACKET ARM
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
YORK SERIES LIGHTING POLE
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
20' TAPERED LIGHT POLE
WITH 12" PIPE BRACKET ARM
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
TAPERED LIGHT POLE
WITH 12' TWIN PIPE BRACKET ARM
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
STREET LIGHT FOUNDATION
TYPE A
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
STREET LIGHT POLE BASE DETAIL
STREET
LIGHTING
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
120V STREET LIGHT WIRING
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
STREET
LIGHTING
240V STREET LIGHT WIRING
CITY OF ALAMEDA, CALIFORNIA, PUBLIC WORKS DEPARTMENT
SPLICING AND CRIMPING
™
City of Alameda Public Works Department – Permit Center Pedestrian + Traffic Control Plan 2263 Santa Clara Ave, Rm 190, Alameda, CA 94501 Main: (510) 747-6800 Fax: (510) 865-4053
PTCP Application Form and Checklist
Office Use PC PW
Received By:
Date:
Submittal Date: New Submittal Re-Submittal No:
Related Encroachment Permit No. ____________________________ Location of Work:
Description of Work in Public Right-of-Way:
Related to a Development Project? Yes, Project Name n/a Applicant Name / Contact Person:
Company Name:
Phone: Email:
Address:
A Pedestrian + Traffic Control Plan (PTCP) is a component of an approved Encroachment Permit.
An approved PTCP permits a contractor or owner to work within the public right-of-way efficiently and effectively, while maintaining a safe, uniform flow of traffic for pedestrians, bikes, motor vehicles, and any other modes of transportation. Both construction work and public safety must be given consideration when developing a PTCP. In addition, when considering the public, equal access must be given to all aspects of travel through the work zone including—pedestrians, bicyclists, motor vehicles, and other modes of transportation.
Initial Applicant shall adhere to the following requirements:
□ The site specific Pedestrian +Traffic Control Plan (PTCP) shall conform to the most current California Manual on Uniform Traffic Control Devices (CA MUTCD) and State Standard Plans.For traffic control plan references, see the CA MUTCD: https://dot.ca.gov/programs/trafficoperations/camutcd □ Submitted PTCP meets all of the requirements listed in this Application Checklist. If City determines that ANY of the requirements of the checklist are missing, the application shall be deemed incomplete and returned for revision and resubmittal. □ Each review cycle of PTCP is a MINIMUM of ten(10) business daysand begins after a complete application is submitted and stamped “received” by City. If a PTCP fails to meet the requirements after two review cycles, any subsequent PTCP submittals shall be prepared and stamped by a State of California registered Civil or Traffic Engineer. □ Minimum 72-hour notice and confirmed approval by a Public Works Inspector required prior to field Implementation of an approved PTCP.
□ All affected residents, businesses, agencies, and schools shall be given a 72-hour notice prior to start of work and their access shall be maintained at all times.
Initial Pedestrian and Traffic Control Plan Minimum Requirements:
□ PTCP shall be electronically drawn on 8.5” x 11”, 8.5” x 14”,or 11” x 17” paper only.
Photocopied sections of the CA MUTCD or any other manual will not be accepted. All PTCP’s shall be site specific and thoroughly detailed.Hand drawn PTCP’s will not be accepted.
□ City of Alameda PTCP General Notes are provided on the plans. □ Indicate contractors name, address, and telephone number. Provide name and telephone number of the 24-hour contact person representing the contractor. □ Include details on construction activity and equipment being used as part of construction to assist in reviewing the adequacy of the proposed PTCP. □ Indicate planned work hours. Lane closures are not allowed anytime during weekends and weekdays before9:00 AM or after 3:30 PM, without prior written approval by the City Engineer.
□ Show the exact location and dimensions of the construction work zone. Show all streets in the work zone vicinity to ensure proper orientation. Include (a) north arrow and (b) true scale or Not to Scale.
□ The PTCP shall show all existing traffic signals and traffic control signs, existing striping, pavement markings, crosswalks and bike lanes. Include full roadway widths, individual lane widths, bike lane widths, and median dimensions.Show and indicate existing curbs, gutters, sidewalks, driveways, intersections, parking meters, and bus stops in the construction work zone including areas affected by taper transition. □ Indicate locations of the construction signs (note signs CA MUTCD sign code and indicate sign size), barricades, cones, and any other temporary traffic control device.
Foreach Flashing Arrow Board, include its size, panel display, and location on the PTCP. □ Show size, height and location of all channelizing devices, warning lights, flag trees, portable barriers, etc. All devices must meet standards specified by the CA MUTCD. □ Indicate posted speed limits. Label all taper lengths and widths, delineator spacing and sign spacing. All taper lengths and widths, delineator spacing and sign spacing shall be per CA MUTCD standards and nomenclature.
□ Show all pedestrian and bicyclist entry, paths, and exits on the PTCP. Signs and barricades are required to direct pedestrians and bicyclists safely around the construction work zone and shall be shown on the PTCP. All signage must meet standards specified by the CA MUTCD.
□ If a detour is required for pedestrians, bicyclists, motor vehicles, and/or other modes of transportation, the PTCPshall includemode specific detour information. □ All conflicting signs, striping and/or pavement markings shall be covered or removed during construction and shall be replaced when work is complete. □ For any impacts to public transit, Contractor shall provide pdf’s of emails showing proof of coordination with the respective transit agencies, including, but not limited to AC Transit, San Francisco Bay Ferry, and Alameda Loop Shuttle. ____________________________________ __________________ Name & Signature of Applicant Date