18. 04-0X250 Broadway Streetscape_Final_addendum 3.pdf
PDF 294 KB Posted
- Solicitation number
- 426554,1
- Issued by
- Alameda County, California
About this file
This is an Addendum No. 3 to the Request for Proposals issued by the City of Oakland, Department of Transportation (OakDOT), Major Projects Division for construction management support services related to the Broadway Streetscape Project (City Project #1006954). The addendum modifies and clarifies specific provisions of the original RFP 1008515. The project requires a Prime Consultant to provide full-time construction management support services, including special inspection, material testing, and environmental monitoring during the estimated construction duration. The CMSS Consultant team must include a California licensed Professional Civil Engineer serving as Resident Engineer to oversee and coordinate qualified team members performing the minimum scope of services as defined in the original RFP.
The addendum addresses modifications to contract terms, requirements, and specifications established in the original RFP. Key revisions and clarifications contained in Addendum No. 3 refine the scope of work, consultant team qualifications, deliverables, and other contractual provisions necessary for the execution of the Broadway Streetscape construction management support services agreement. Bidders are required to acknowledge receipt of this addendum as part of their proposal submission to ensure compliance with all updated requirements and conditions governing the professional services contract.
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Text version
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Ala04 x x x x x
Dist COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET
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USERNAME => p009550H
DGN FILE => 0400000326ga014.dgn
RELATIVE BORDER SCALE
IS IN INCHES
0 1 2 3
UNIT PROJECT NUMBER & PHASEBORDER LAST REVISED 8/1/2016 0424000081
OAKLAND, CA 94607
555 12TH ST, STE 2130
PARSONS
OAKLAND, CA 94612
PLAZA, STE 4314
250 FRANK H. OGAWA
CITY OF OAKLAND
31.6/31.6 K
U R
T I
C
H M I
D T
J E
A R
K S
JEFF SPARKS
No.
Exp.
CIVIL
R E
G I
S T
E R
E
D P
ROFESSIONA
L
E N
G I
N E
E R
S
T A
TE
OF CALIF
ORN
IA
REGISTERED CIVIL ENGINEER
PLANS APPROVAL DATE
DATE
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE STATE OF CALIFORNIA OR ITS OFFICERS
C83506
3-31-27
2/07/25
2/07/25
CONSTRUCTION DETAILS
MORTAR
70% IN CONCRETE
EMBED ROCK 50% TO
DRAIN MIN 5%
SLOPE TO
ROCK SURFACING
BETWEEN ROCK AND SUBASE
2" Min CONCRETE BASE
ROCK SURFACING
NO SCALE
Misc DETAILS
4" Cl 2 AB
"CALIFORNIA GOLD" COLOR
IRREGULAR SURFACE LIGHT
DIAMETER. SMOOTH
ROCK 6"-9" NOMINAL
FINISH TEXTURE COLOR
(DARK GUNSHIP GRAY)
FEDERAL STD AMS-STD 595 36081
RAISED ISLANDS
FILTER FABRIC
EDGE
SQUARE
FLEXIBLE POROUS PAVEMENT
FLEXIBLE POROUS PAVEMENT
VARIES
SEE NOTE 1
NOTE:
SIDEWALK
SEE LANDSCAPE PLANS
X, Typ
9" QUERCUS TOMENTELLA
9" QUERCUS FUSIFORMIS
6" PISTACIA 'RED PUSH'
6" LOPHOSTEMON CONFERTUS
X SHALL BE AS FOLLOWS PER TREE SPECIES:
SIDEWALK/CURB/GUTTER
LOCATION
CURB (TYPE A2-6)
CURB AND GUTTER
CL2 AB
C-14
MINOR CONCRETE (TEXTURED PAVING) FINISH SCHEDULE
PERMEABLE BASE
ASPHALT TREATED
SURFACES.
BETWEEN EXPOSED ROCK
1 1/4" Max SEPARATION
ADJACENT ROCK SURFACES
BETWEEN THE TOP OF
2" TO 6" SEPARATION
MEDIUM BROOM
5' T ra ns
C&G (TYPE A2-6)
C&G (TYPE C)
CITY OF OAKLAND
TRANSITION DETAIL
C&G (TYPE A2-6) TO C&G (TYPE C)
ROOT BARRIER
GRAVEL SUBBASE
COMPACTED PERMEABLE
ALIGN
IMPORTED TOPSOIL
SITE SOIL OR
ROOT BALL
BACKFILL
SIDEWALK OR CURB
FLEXIBLE POROUS PAVEMENT
FLEXIBILE POROUS PAVEMENT
TREE CROWN 1" ABOVE TOP OF
WEED BARRIER FABRIC
OR TO CURB/SIDEWALK
2X BALL, MIN.
TYP.
POROUS PAVEMENT SYSTEM,
WHERE WITHIN FLEXIBLE
WITH WEED BARRIER FABRIC
TREE STAKE. WRAP STAKE
ALIGN
STRAIGHT EDGE
FLEXIBLE POROUS PAVEMENT
TREE PLANTING AT
SHEET REPLACED BY ADDENDUM 3 - 4/22/26
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