SHEET
SCALE
DATE
DRAWN BY
DESIGN BY
CHECKED BY
Restoration Design Group, Inc.
2332 Fifth Street, Suite C
Berkeley, CA 94710
T 510.644.2798 F 510.644.2799
www.restorationdesigngroup.com
RENEWAL DATE
DATE
L I CENSED LANDSCAPE
ARCHITECT
STATE
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SIGNATURE
DESCRIPTION
REVISIONS
DATEPROJECT TITLE
SHEET TITLEDESIGN PHASE
COVER
NTS
CITY OF RICHMOND & UNINCORPORATED CONTRA COSTA COUNTY, CA BID SET | MAY 31, 2023
CONSULTANTS:
LANDSCAPE ARCHITECTURE AND ENGINEERING:
RESTORATION DESIGN GROUP, INC.
RICH WALKLING, PROJECT MANAGER
2332C FIFTH STREET
BERKELEY, CA 94710
(510) 644-2798
[email protected]
SURVEYOR
PLS SURVEYS INC.
JOSEPH BRAJKOVICH, VP & SURVEY MANAGER
2220 LIVINGSTON ST SUITE 202
OAKLAND, CA 94606
(510) 261-0900
[email protected]
Attachment 1 - FLOOD RISK REDUCTION IN THE RHEEM CREEK WATERSHED PROJECT LOCATION:
CLIENT:
CITY OF RICHMOND:
WENDY WELLBROCK, PROJECT MANAGER
PUBLIC WORKS DEPARTMENT
450 CIVIC CENTER PLAZA
RICHMOND, CA 94804
(510) 307-8108
[email protected]
AMERICAN RIVERS:
SARAH PUCKETT, DIRECTOR
1101 14TH STREET NW, SUITE 1400
WASHINGTON, DC 20005
(415) 203-3766
[email protected]
PROJECT SITE
PROJECT SITE
SAN
FRANCISCO
BAY
SAN PABLO
I-80
I-580
SHEET LIST TABLE
T-1
C:\USERS\NAT\RESTORATION DESIGN GROUP\PROJECTS - DOCUMENTS\RHEEM CREEK ECOLOGICAL SOLUTIONS\04 AUTOCAD\WORKING DRAWINGS\SHEETS\RCES-LS-COVER.DWG PLOTTED ON: 6/5/2023
FLOOD RISK REDUCTION IN THE
RHEEM CREEK WATERSHED
CREEK ENHANCEMENT
MAY 31, 2023
BID SET
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ES, MT
ES, MT, NQ, JH
ES, MT, NQ
05/31/2023
RICHMOND
AC ASPHALT CONCRETE
BB BOTTOM OF BANK
CASQA CALIFORNIA STORMWATER
QUALITY ASSOCIATION
CCC CONTRA COSTA COUNTY
CDF CONTROLLED DENSITY FILL
CLR CLEAR
CCENTERLINE
CMU CONCRETE MASONRY UNIT
CONC PORTLAND CEMENT CONCRETE
DI DRAINAGE INLET
EC EDGE OF BANKFULL CHANNEL
(E) EXISTING
EL ELEVATION
FG FINISH GRADE
FL FLOW LINE
FP FLOODPLAIN
FS FINISH SURFACE
GB GRADE BREAK
HP HIGH POINT
IE INVERT ELEVATION
LB LEFT BANK
LF LINEAR FOOT
LP LOW POINT
L.O.W. LIMIT OF WORK
MH MANHOLE
MM MEET AND MATCH
N.I.C. NOT IN CONTRACT
OC ON CENTER
OF OFFSET
OH OVERHEAD
O.R. OWNER'S REPRESENTATIVE
PA PLANTING AREA
PP PRESERVE AND PROTECT
RB RIGHT BANK
R.O.W RIGHT-OF-WAY
SD STORM DRAIN
SS SANITARY SEWER
STD STANDARD
TB TOP OF BANK
TBD TO BE DETERMINED
TYP. TYPICAL
UON UNLESS OTHERWISE NOTED
VIF VERIFY IN FIELD
L
ABBREVIATIONS
Sheet List TableSheet Number
Sheet Title
T-1 COVER
T-2 PROJECT OVERVIEW
S-1 TOPOGRAPHIC SURVEY
S-2 TOPOGRAPHIC SURVEY
S-3 TOPOGRAPHIC SURVEY
S-4 TOPOGRAPHIC SURVEY
L-1.1 DEMOLITION
L-1.2 DEMOLITION
L-1.3 DEMOLITION
L-1.4 DEMOLITION
L-2.0 LEGENDS & NOTES
L-2.1 LAYOUT & GRADING
L-2.2 LAYOUT & GRADING
L-2.3 LAYOUT & GRADING
L-2.4 LAYOUT & GRADING
L-2.5 LAYOUT ENLARGEMENTS
L-3.0 CROSS SECTIONS
L-3.1 CROSS SECTIONS
L-3.2 CROSS SECTIONS
L-4.1 REVEGETATION PREPARATION
L-4.2 REVEGETATION PREPARATION
L-4.3 REVEGETATION PREPARATION
L-4.4 REVEGETATION PREPARATION
PROJECT DESCRIPTION
THE PROJECT INVOLVES GRADING AND EXCAVATING SEDIMENT ALONG APPROXIMATELY 1,200 LF AND CLEARING VEGETATION AND REPLANTING ALONG APPROXIMATELY 1,500 LF OF THE CREEK. TWO STORM DRAINS THAT CONVEY
STREET RUNOFF TO THE CREEK WILL BE REPLACED, AND SEDIMENT WILL BE REMOVED FROM THE CULVERT BENEATH FORDHAM STREET.
REVIEW FOR CONFORMANCE WITH CITY OF RICHMOND STANDARDS AND SPECIFICATIONS.
APPROVAL FOR CONSTRUCTION IS SUBJECT TO THE INFORMATION SHOWN HEREIN. CITY
OF RICHMOND AND THE UNDERSIGNED ARE NOT RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY EXIST ON THESE PLANS