drawings_addendum_2.pdf
PDF 6 MB Posted
- Solicitation number
- 0000031853
- Issued by
- Riverside County, California
About this file
This document is a set of drawings and specifications for Specification No. 22-09 (C51632) - Emergency Release Facility, Lake Perris, a project being undertaken by the California Department of Water Resources and Riverside County. The project includes the construction of features to safely route water from the Perris Reservoir to the Perris Valley Drainage Channel, in the event of an emergency release. Major components of the work include levee embankment, channel work, concrete structures, bridges, box culverts, roadwork, traffic staging, signals and lighting, demolition, utility relocations, drainage, and landscaping. The estimated cost range for the project is $65,000,000 to $80,000,000. Contractors must have a California Contractor's License Classification of A to bid on this work.
The drawings and specifications provide detailed information on the project design, including plan views, sections, details, and quantities for the various components. Bidders must register as a planholder to access the bid documents. Contractors interested in bidding should email DOE_Specs@water.ca.gov to register. The contract term is not specified, but the project is funded through a combination of state and local sources.
View the file
Other files
Show all 19
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
COVER SHEET
GENERAL NOTES
PROJECT SITE PLAN
G-101
G-102
G-103
G-104
G-106
G-109
DRAWING TITLE
GENERAL
V-102
V-101
SURVEY CONTROL
CONTAINMENT LEVEES
C-301
C-302
C-303
C-304
C-305
C-306
C-307
C-308
C-309
C-310
C-311
C-312
C-313
C-314
CHANNEL
TYPICAL SECTIONS - FAIR WAY
TYPICAL SECTIONS - LAKE PERRIS DRIVE
DRAINAGE
C-602
C-603
C-604
C-701
C-702
C-703
NO.
SHEET
NO.
DRAWING
DRAWING TITLE NO.
SHEET
NO.
DRAWING
DRAWING TITLE NO.
SHEET
NO.
DRAWING
LIST OF DRAWINGS 01
LIST OF DRAWINGS 02
ACCESS RAMP SECTION
C-201
C-202
C-203
C-204
C-205
C-206
C-207
C-208
C-209
C-210
DEMOLITION
C-401
C-402
C-403
C-404
C-405
C-406
C-407
C-408
C-409
C-410
C-605
C-606
C-609
C-611
C-612
C-613
C-624
C-625
C-626
C-627
C-628
C-629 C-803
C-804
C-805
C-806
C-807
C-810
C-211
FAIRGROUNDS SIGN
C-212
PLAN - FAIR WAY
PLAN - EVANS ROAD - INTERSECTION OF RAMONA
C-610
C-630
C-631
TYPICAL SECTIONS 02 - EVANS ROAD
G-105005
LIST OF SYMBOLS
C-213
PLAN - LAKE PERRIS DRIVE - INTERSECTION OF RAMONA
PLAN - LAKE PERRIS DRIVE - NORTH OF RAMONA
G-107
GENERAL NOTES - EMWD
C-633
C-808
C-809
C-811
C-614
C-615
C-617
C-618
C-619
C-620
C-621
G-110
C-704
C-705
C-706
C-707
C-708
C-709
C-710
C-711
C-712
C-713
C-714
C-715
C-716
C-717
C-719
C-720
C-634
C-812
C-607
C-722
C-723
C-724
C-728
C-729
C-730
C-732
C-733
HAUL ROUTES & ACCESS POINTS - PLAN
SURVEY CONTROL & CONSTRUCTION LIMITS 01
SURVEY CONTROL & CONSTRUCTION LIMITS 02
C-801
C-802
DRAIN LINE NO. 1 - PLAN & PROFILE - STA. 35+50 TO STA. 42+50
DRAIN LINE NO. 2 - PLAN & PROFILE - STA. 15+00 TO STA. 21+00
G-108
GENERAL NOTES - CITY OF PERRIS
C-601
TYPICAL SECTIONS 01 - EVANS ROAD
"ES" LINE - PLAN - EVANS ROAD - "ES" 50+00 TO "ES" 56+00
C-608 "E" LINE - PLAN - EVANS ROAD - "E" 16+50 TO "E" 22+10
"L" 28+89.50
"L" LINE - PLAN & PROFILE - LAKE PERRIS DRIVE - "L" 20+00 TO
"F" LINE - PLAN & PROFILE - FAIR WAY- "F" 30+00 TO "F" 36+44.30
CONSTRUCTION DETAILS 06 - FAIR WAY
C-632
"C" LINE - SITE PLAN - KEY MAP
"C" LINE - PLAN - "C" 1+00 TO "C" 10+00
"C" LINE - PLAN - "C" 10+00 TO "C" 20+00
"C" LINE - PLAN - "C" 20+00 TO "C" 30+00
"C" LINE - PLAN - "C" 30+00 TO "C" 40+05
"C" LINE - PLAN - "C" 40+05 TO "C" 50+00
"C" LINE - PLAN - "C" 50+00 TO "C" 54+30
PROFILE 01 - DRAINAGE SYSTEMS 1 & 2
PROFILE 02 - DRAINAGE SYSTEMS 3 & 4
C-734
C-735
C-736
C-737
C-738
C-739
C-740
C-315
"S" & "W" LINES - SITE PLAN - KEY MAP
"C" LINE - SITE PLAN - KEY MAP
"S" LINE - PLAN - "S" 0+00 TO "S" 26+50
"S" LINE - PLAN - "S" 26+50 TO "S" 52+50
"C" LINE - PLAN - "C" 4+50 TO "C" 30+00
"C" LINE - PLAN - "C" 30+00 TO "C" 54+30
"S" & "W" LINES - SITE PLAN - KEY MAP
"S" LINE - PLAN & PROFILE - "S" 7+50 TO "S" 15+00
"S" LINE - PLAN & PROFILE - "S" 15+00 TO "S" 22+50
"S" LINE - PLAN & PROFILE - "S" 22+50 TO "S" 30+00
"S" LINE - PLAN & PROFILE - "S" 37+50 TO "S" 45+00
"S" LINE - PLAN & PROFILE - "S" 45+00 TO "S" 52+50
"S" LINE - PLAN & PROFILE - "S" 52+50 TO "S" 60+00
"S" LINE - PLAN & PROFILE - "S" 60+00 TO "S" 64+40
"W" LINE - PLAN & PROFILE - "W" 0+00 TO "W" 8+24
"C" LINE - SITE PLAN - KEY MAP
"C" LINE - PLAN & PROFILE - "C" 0+00 TO "C" 10+00
"C" LINE - PLAN & PROFILE - "C" 10+00 TO "C" 20+00
"C" LINE - PLAN & PROFILE - "C" 20+00 TO "C" 30+00
"C" LINE - PLAN & PROFILE - "C" 30+00 TO "C" 40+00
"C" LINE - PLAN & PROFILE - "C" 40+00 TO "C" 50+00
"C" LINE - PLAN & PROFILE - "C" 50+00 TO "C" 54+30
STAFF
ANNA B. GUTIERREZ
REG. C.E. No. 72270
MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754
MANAGER, GEOTECHNICAL SCIENCES SECTION, REG. C.E. No. 58288
REG. C.E. No. 43895
MICHAEL W. DRILLER
SPEC. NO.
1 2 3 4 5 6 7
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/15/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.
APPROVED:
APPROVAL RECOMMENDED:
A
B
C
D
002 G-102
1 2 3 4 5 6 7
CALIFORNIA NATURAL RESOURCES AGENCY
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
GENERAL
EMERGENCY RELEASE FACILITY
CALIFORNIA AQUEDUCT - SANTA ANA DIV.
LAKE PERRIS
LIST OF DRAWINGS
C-501
C-502
C-503
C-504
C-505
C-506
C-507
C-508
C-510
C-515
C-514
C-513
C-512
C-511
MAINTENANCE ROADS
SITE PLAN - KEY MAP
"MN1" LINE - PLAN & PROFILE - 'MN1" 104+07 TO "MN1" 110+00
"MN1" 113+30 - "MN2" 114+07 TO "MN2" 120+00
"MN1" & "MN2" LINES - PLAN & PROFILE - "MN1" 110+00 TO
"MN2" 125+88 - "MN3" 126+58 TO "MN3" 130+00
"MN2" & "MN3" LINES - PLAN & PROFILE - "MN2" 120+00 TO
"MN3" LINE - PLAN & PROFILE - "MN3" 130+00 TO "MN3" 139+00
"MN4" LINE - PLAN & PROFILE - "MN4" 141+13 TO "MN4" 150+00
"MN4" LINE - PLAN & PROFILE - "MN4" 150+00 TO "MN4" 152+75
"MS1" LINE - PLAN & PROFILE - "MS1" 203+94 TO "MS1" 210+00
"MS2" 225+55 - "MS3" 227+87 TO "MS3" 230+00
"MS2" & "MS3" LINES - PLAN & PROFILE - "MS2" 220+00 TO
"MS3" LINE - PLAN & PROFILE - "MS3" 230+00 TO "MS3" 239+00
"MS4" LINE - PLAN & PROFILE - "MS4" 241+10 TO "MS4" 250+00
"MS4" LINE - PLAN & PROFILE - "MS4" 250+00 TO "MS4" 252+75
DETAILS - PLAN & SECTIONS
CONSTRUCTION DETAILS - GENERAL
CONSTRUCTION DETAILS - CALTRANS STANDARD PLAN A76B
CONSTRUCTION DETAILS - CALTRANS STANDARD PLAN A88A
CONSTRUCTION DETAILS - CALTRANS STANDARD PLAN A88B
CONSTRUCTION DETAILS 01 - EVANS ROAD
CONSTRUCTION DETAILS 02 - EVANS ROAD
CONSTRUCTION DETAILS 03 - EVANS ROAD
CONSTRUCTION DETAILS 04 - EVANS ROAD
CONSTRUCTION DETAILS 05 - EVANS ROAD
CONSTRUCTION DETAILS 01 - LAKE PERRIS DRIVE
CONSTRUCTION DETAILS 02 - LAKE PERRIS DRIVE
CONSTRUCTION DETAILS 03 - LAKE PERRIS DRIVE
CONSTRUCTION DETAILS 04 - LAKE PERRIS DRIVE
CONSTRUCTION DETAILS 01 - FAIR WAY
CONSTRUCTION DETAILS 02 - FAIR WAY
CONSTRUCTION DETAILS 03 - FAIR WAY
CONSTRUCTION DETAILS 04 - FAIR WAY
CONSTRUCTION DETAILS 05 - FAIR WAY
CONSTRUCTION DETAILS 01 - RAMONA EXPRESSWAY
CALTRANS - STANDARD PLAN D73B
CALTRANS - STANDARD PLAN D73F
CALTRANS - STANDARD PLAN D73C
CALTRANS - STANDARD PLAN D75A
CALTRANS - STANDARD PLAN D77A
CALTRANS - STANDARD PLAN D94A
C-741
"S" & "W" LINES - SITE PLAN - KEY MAP
"C" LINE - SITE PLAN - KEY MAP
"S" LINE - PLAN - "S" 0+00 TO "S" 26+50
"S" LINE - PLAN - "S" 26+50 TO "S" 52+50
PLAN - "W" 0+00 TO "W" 8+24
"S" & "W" LINES - PLAN - "S" 52+50 TO "S" 64+40 -
PLAN - "W" 0+00 TO "W" 8+24
"S" & "W" LINES - PLAN - "S" 52+50 TO "S" 64+40 -
"C" LINE - PLAN - "C" 4+50 TO "C" 30+00
"C" LINE - PLAN - "C" 30+00 TO "C" 54+30
C-813
C-814
C-815
C-816
MANHOLE COVER & FRAME DETAILS
MANHOLE STOP LOG
C-817
C-818
ROAD WORK
C-316
C-317
C-318
C-411
C-412
CONSTRUCTION DETAILS 05 - LAKE PERRIS DRIVE
C-635
C-725
C-726
C-727
COUNTY OF RIVERSIDE - STANDARD NO. 305
COUNTY OF RIVERSIDE - STANDARD NO. 306
CALTRANS - STANDARD PLAN D77B
C-731 CALTRANS - STANDARD PLAN D73G
C-509
UTILITIES
"LX2" LINE - LEVEE ROAD CROSSINGS - GRADING PLAN
C-742
C-743
G-112
G-113
G-111
LIST OF DRAWINGS 03
PIPE TYPES & SIZES
TRENCH BACKFILL DETAILS
PROFILE 04 - DRAINAGE SYSTEM 8
PROFILE 06 - DRAINAGE SYSTEMS 17 & 19
PROFILE 07 - DRAINAGE SYSTEM 20
C-718
QUANTITIES 01
QUANTITIES 02
C-721
PVC COATED STEEL WIRE MESH
"LX1" LINE - LEVEE ROAD CROSSINGS - GRADING PLAN
"LX1" LINE - LEVEE ROAD CROSSINGS - PLAN, PROFILE & SECTION
"LX2" LINE - LEVEE ROAD CROSSINGS - PLAN, PROFILE & SECTION
"LX3" LINE - LEVEE ROAD CROSSINGS - PLAN, PROFILE & SECTION
"LX3" LINE - LEVEE ROAD CROSSINGS - GRADING PLAN
M I C
H
A
EL W
. DR
IL
L E RNo. 43895
Exp. 6-30-25
CIVIL
R E G
SI
T E R
ED
PR
OFESSIONAL
E N G
IN
E E R
S T
A
TE
OF CALIF
ORN
IA
G-115
G-116
G-114
LIST OF ABBREVIATIONS - GENERAL
LIST OF ABBREVIATIONS - CALTRANS STANDARD PLAN A3A
LIST OF ABBREVIATIONS - CALTRANS STANDARD PLAN A3B
LIST OF ABBREVIATIONS - CALTRANS STANDARD PLAN A3C
22-09
C-413062 OBJECT MARKER & METAL POST DETAILS
"MS1" 213+42 - "MS2" 214+16 TO "MS2" 220+00
"MS1" & "MS2" LINES - PLAN & PROFILE - "MS1" 210+00 TO
"SA" LINE - PLAN & PROFILE - "SA" 1+00 TO "SA" 5+95
C-622
C-623
CONSTRUCTION DETAILS 06 - EVANS ROAD
CONSTRUCTION DETAILS 07 - EVANS ROAD
PLAN - SYSTEM 16 - "U-1" 0+00 TO "U-1" 2+51
PROFILE 05 - DRAINAGE SYSTEMS 10 & 11
PROFILE 03 - DRAINAGE SYSTEMS 5, 7 & 9
PROFILE 08 - DRAINAGE SYSTEMS 23, 24 & 25
PROFILE 10 - DRAINAGE SYSTEMS 29, 33 & 34
PROFILE 09- DRAINAGE SYSTEMS 26, 27 & 28
COUNTY OF RIVERSIDE - STANDARD NO. 302 (1 OF 2)
COUNTY OF RIVERSIDE - STANDARD NO. 302 (2 OF 2)
COUNTY OF RIVERSIDE - STANDARD NO. 303 (1 OF 2)
COUNTY OF RIVERSIDE - STANDARD NO. 303 (2 OF 2)
DRAIN LINE NO. 1 - RCP RISER - PLAN & SECTIONS
MANHOLE - PLAN, SECTIONS & DETAILS
GRACE CHEN/JASMINE DOAN
REG. C.E. No. 67681/55487
CHANNEL UNDERDRAIN 02 - TERMINOUS DETAIL
CONSTRUCTION DETAILS - CALTRANS REVISED STANDARD PLAN A76A
TYPICAL CALLOUT LOCATIONS
GENERAL DETAILS - DRAINAGE INLET
C-819 PIPE CONNECTIONS 174
TYPICAL LEVEE SECTIONS
"ES" 56+00 TO "E" 16+50
"E" & "ES" LINES - PLAN & PROFILE - EVANS ROAD -
ROCK LINED CHANNEL - SECTION & DETAILS
CONCRETE LINED CHANNEL - SECTION & DETAILS
CHANNEL UNDERDRAIN 01 - PLAN & DETAILS
PLANS, SECTIONS, & DETAILS
GENERAL DETAILS - DRAINAGE INLETS & OUTLET -
PLANS & SECTIONS
GENERAL DETAILS - DITCHES & SWALES -
PLANS & SECTIONS
REMOVAL & REPLACEMENT - DRAIN LINES NO. 1 & NO. 2 -
STEEL WATER PIPE CASING
LOCATOR WIRE
STEEL SEWER PIPE CASING
STEEL FLANGES
C-820
C-821
C-822 BOLLARD DETAILS
TEST STATION: LINE CURRENT - BASIC AND PIPE WITH CASING
TEST STATION INSULATED JOINT & INSULATED JOINT AT VALVE
"ES", "E", "L", "F" & "R" LINES - SITE PLAN - KEY MAP
RCFC & WCD - STANDARD DRAWING NO. JS227
RCFC & WCD - STANDARD DRAWING NO. M816
RCFC & WCD - STANDARD DRAWING NO. CB103
RCFC & WCD - STANDARD DRAWING NO. CB110
RCFC & WCD - STANDARD DRAWING NO. MH259
RCFC & WCD - STANDARD DRAWING NO. JS231
C-823 178 PAVING AROUND MANHOLES
DESCRIPTION
CHANGED FIELD CONDITIONS.
DRAWINGS THAT WERE UPDATED PER
ADDENDUM NO. 1: A1 - D1; B3 - D3; B5 & D5;
PLAN - EVANS ROAD - NORTH & SOUTH OF RAMONA
"S" LINE - PLAN & PROFILE - "S" 30+00 TO "S" 37+50
MAY 22, 2024
JOSEPH W. ROYER
ORIGINAL SIGNED BY
MITCHELL TYLER
C-205. B5; UPDATED QUANTITES
UPDATED. C1; CHANGES WERE MADE TO
ADDENDUM NO. 2: D1; LIST OF DRAWINGS WERE
MT JR
8/2/2024
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
8/15/2024
8/16/2024
DRAWING TITLE
LAKE PERRIS DRIVE BRIDGE
S-401
S-402
S-403
S-404
S-405
S-406
S-407
S-408
S-409
S-410
S-411
S-412
S-413
S-414
S-415
S-416
S-417
S-419
TYPICAL SECTIONS 02
TYPICAL SECTIONS 01
PIER DETAILS
ABUTMENT DETAILS 01
FOUNDATION PLAN
GENERAL PLAN
NO.
SHEET
NO.
DRAWING
GENERAL NOTES & INDEX TO PLANS
ABUTMENT DETAILS 02
DECK CONTOURS
ABUTMENT 1 - LAYOUT 01
ABUTMENT 1 - LAYOUT 02
ABUTMENT 4 - LAYOUT
MISCELLANEOUS DETAILS
STRUCTURAL NOTES & TYPICAL DETAILS
S-101
S-102 GENERAL NOTES 02
GENERAL NOTES 01
S-201
FAIR WAY CULVERT STRUCTURE
S-301
S-302
S-303
S-304
S-305
S-306
S-307
S-308
GENERAL PLAN
FOUNDATION PLAN
S-203
S-204
S-205
S-207
S-206
S-202
DROP STRUCTURE 1 - PLAN
BOX CULVERT LAYOUT
S-310
CULVERT DETAILS 01
S-309 CULVERT DETAILS 02
DRAWING TITLE NO.
SHEET
NO.
DRAWING
DROP STRUCTURES
S-420
DROP STRUCTURE 2 - PLAN
ROAD TRAFFIC SIGNAL & LIGHTING
FENCES & GATES
C-1501
C-1503
C-1505
C-1507
C-1508
C-1509
C-1601
C-1502
C-1504
EXCLUSION FENCE - ELEVATION & SIDE VIEW
C-1510
C-1603
C-1602
C-1604 DECORATIVE METAL FENCING & GATE
RAMONA EXPRESSWAY & EVANS ROAD - STAGE 2
TEMPORARY TRAFFIC SIGNAL -
RAMONA EXPRESSWAY & FAIR WAY/AVALON PARKWAY
TEMPORARY TRAFFIC SIGNAL -
RAMONA EXPRESSWAY & EVANS ROAD
FINAL TRAFFIC SIGNAL PLAN -
C-1506
C-1511
RAMONA EXPRESSWAY & FAIR WAY/AVALON PARKWAY
FINAL TRAFFIC SIGNAL PLAN -
DRAWING TITLE NO.
SHEET
NO.
DRAWING
C-1401
C-1402
C-1403
ROAD SIGNING & STRIPING
C-1404
C-1405 SIGN QUANTITIES
PLAN - EVANS ROAD - "ES" 50+00 TO "E" 56+80
PLAN - EVANS ROAD - "E" 56+80 TO "E" 22+00
WELDED PIPE SWING GATE
S-418
C-1406
C-1407
C-1408
C-1409
C-1410
C-1411
C-1412
C-1413
C-1515
C-1516
C-1517
C-1518
C-1519
C-1520
C-1521
C-1522
C-1523
C-1524
C-1525
C-1526
C-1527
C-1528
C-1529
C-1530
C-1531
C-1532
C-1533
C-1534
C-1535
C-1536
C-1537
C-1538
C-1539
C-1540
JASMINE L. DOAN
REG. C.E. No. 55487
SPEC. NO.
1 2 3 4 5 6 7
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/15/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
CALIFORNIA NATURAL RESOURCES AGENCY
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
GENERAL
LIST OF DRAWINGS
C-1541
CALTRANS - STANDARD PLAN A20A
CALTRANS - STANDARD PLAN A24A
CALTRANS - STANDARD PLAN A24F
CALTRANS - STANDARD PLAN A73A
RAMONA EXPRESSWAY & EVANS ROAD - STAGE 1B
TEMPORARY TRAFFIC SIGNAL -
TRAFFIC SIGNAL - CALTRANS REVISED STANDARD PLAN NO. ES-4E
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-5A
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-5C
TRAFFIC SIGNAL - CALTRANS REVISED STANDARD PLAN NO. ES-7B
TRAFFIC SIGNAL - CALTRANS REVISED STANDARD PLAN NO. ES-7C
TRAFFIC SIGNAL - CALTRANS REVISED STANDARD PLAN NO. ES-7F
TRAFFIC SIGNAL - CALTRANS REVISED STANDARD PLAN NO. ES-7G
TRAFFIC SIGNAL - CALTRANS REVISED STANDARD PLAN NO. ES-7M
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-7N
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-7Q
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-9B
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-11
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-13A
C-1801
C-1803
C-1802
S-313
S-311
G-103
C-1701
C-1702
SITE PLAN - KEY PLAN
C-1703
C-1705
C-1706
C-1707
C-1708
C-1704
S-312
C-1514
C-1513
C-1709
S-421
S-423
S-424
LOG OF TEST BORINGS 01
LOG OF TEST BORINGS 02
S-422
CONCRETE LINED CHANNEL PROTECTION
ABUTMENT 1 - LAYOUT 03
PROJECT SIGNS
C-1201
C-1301
C-1302
C-1303
C-1304
C-1305
C-1306
C-1101
C-1102
C-1103
C-1307
C-1308
C-1104
C-1309
C-1310
C-1311
C-1312
C-1313
C-1314
C-1320
C-1321
C-1315
C-1316
C-1317
C-1319
EVANS ROAD - STAGE 1A - "ES" 53+50 TO "E" 13+50
EVANS ROAD - STAGE 2 - "ES" 50+00 TO "ES" 53+50
EVANS ROAD - STAGE 2 - "E" 13+50 TO "E" 22+10
EVANS ROAD - STAGE 3 - "ES" 50+00 TO "ES" 53+50
EVANS ROAD - STAGE 3 - "E" 13+50 TO "E" 22+10
EVANS ROAD - NOTES & LEGEND
LAKE PERRIS DRIVE - NOTES & LEGEND
EVANS ROAD - STAGE 1A - "ES" 50+00 TO "ES" 53+50
EVANS ROAD - STAGE 1A - "E" 13+50 TO "E" 22+10
EVANS ROAD - STAGE 1B - "ES" 50+00 TO "ES" 53+50
EVANS ROAD - STAGE 1B - "ES" 53+50 TO "E"13+50
EVANS ROAD - STAGE 1B - "E" 13+50 TO "E" 22+10
EVANS ROAD - STAGE 2 - "ES" 53+50 TO "E" 13+50
EVANS ROAD - STAGE 3 - "ES" 53+50 TO "E" 13+50
FAIR WAY - STAGE 1 - "F" 30+00 TO "F" 36+44.30
ACCESS RESTRICTION SIGN - DETAILS
STAGE CONSTRUCTION AND TRAFFIC HANDLING
CONSTRUCTION AREA SIGNS
CONSTRUCTION AREA - SIGN PLAN
C-1325
C-1326
C-1322
C-1324
RESTRICTED AREA SIGN - PROFILE
PROJECT INFORMATION SIGN - PROFILE
C-1318
CALTRANS - STANDARD PLAN A73C
CALTRANS - STANDARD PLAN T2
CALTRANS - STANDARD PLAN T3A
CALTRANS - STANDARD PLAN T3B
C-1323
CALTRANS - STANDARD PLAN T1B
FAIRGROUNDS UTILITY RELOCATION
PLAN 02
PLAN 01C-901
C-902
C-903
C-904
C-905
C-1001
C-1003
C-1004
LOG OF TEST BORING
HARDSCAPE PLAN - LAKE PERRIS DRIVE
IRRIGATION PLAN - OVERVIEW & EVANS ROAD
IRRIGATION PLAN - LAKE PERRIS DRIVE & RAMONA EXPWY
IRRIGATION SCHEDULE
C-1710
C-1711
LANDSCAPING & IRRIGATION
M I C
H
A
EL W
. DR
IL
L E RNo. 43895
Exp. 6-30-25
CIVIL
G
SI
T E R
ED
PR
OFESSIONAL
E N G
IN
E E R
S T
A
TE
OF CALIF
ORN
IA
22-09
FABRICATION - PLAN, ELEVATIONS, SECTION & DETAILS
EVANS ROAD - STAGE 0 - "ES" 50+00 TO "ES" 53+50
EVANS ROAD - STAGE 0 - "E" 13+50 TO "E" 22+10
C-1328
C-1329
C-1327
EVANS ROAD - STAGE 0 - "ES" 53+50 TO "E" 13+50
TEMPORARY TRAFFIC SIGNAL - NOTES & ABBREVIATIONS
PLANTING PLAN - EVANS ROAD MEDIAN
HARDSCAPE PLAN - FAIR WAY & EVANS ROAD
PLANTING & HARDSCAPE DETAILS
WINGWALL DETAILS 01
342 LOG OF TEST BORINGS 03
ANNA GUTIERREZ/GRACE CHEN
REG. C.E. No. 72270/67681
STANDARD PLANS FOR PUBLIC WORKS DETAILS - SHEET 1 OF 3
TEMPORARY TRAFFIC SIGNAL -
STANDARD PLANS FOR PUBLIC WORKS DETAILS - SHEET 2 OF 3
TEMPORARY TRAFFIC SIGNAL -
STANDARD PLANS FOR PUBLIC WORKS DETAILS - SHEET 3 OF 3
TEMPORARY TRAFFIC SIGNAL -
IRRIGATION DETAILS - RECYCLED WATER IRRIGATION - SHEET 1 OF 3
IRRIGATION DETAILS - RECYCLED WATER IRRIGATION - SHEET 3 OF 3
IRRIGATION DETAILS - RECYCLED WATER IRRIGATION - SHEET 2 OF 3
6-FOOT HIGH CHAIN LINK FENCE & GATE - ELEVATIONS & DETAILS
DROP STRUCTURE 1 - SECTIONS & DETAILS 01
DROP STRUCTURE 1 - SECTIONS & DETAILS 02
DROP STRUCTURE 1 - SECTIONS & DETAILS 03
DROP STRUCTURE 2 - SECTIONS & DETAILS 01
DROP STRUCTURE 2 - SECTIONS & DETAILS 02
STRUCTURE APPROACH - TYPE EQ10
STRUCTURE APPROACH - SLAB DETAILS
BARRIER TRANSITION - PLAN AND SECTION
STRUCTURE APPROACH - SLAB DRAINAGE DETAILS
FAIR WAY - NOTES & LEGEND
PLAN - LAKE PERRIS DRIVE - "L" 20+00 TO "L" 27+90
C-1005188
EVANS ROAD UTILITY RELOCATION
PROFILE & SECTIONS
INCOMING WATER - PLAN & PROFILE
UTILITY PAD & SUMP PADS - LAYOUT & DETAILS
RECYCLED WATER - PLAN & PROFILE
DOMESTIC WATER - PLAN & PROFILE
PLAN 01
C-1002185 PLAN 02
SEWER - PLAN & PROFILE
C-1006189 SEWER REPLACEMENT - PLAN & PROFILE
CONDUCTOR SCHEDULE
RAMONA EXPRESSWAY & EVANS ROAD
FINAL TRAFFIC SIGNAL PLAN -
PENSTOCK DRAIN LINE
PLAN & PROFILE - STA 16+00 TO STA 24+00
PLAN & PROFILE - STA 8+00 TO STA 16+00
PLAN & PROFILE - STA 24+00 TO 33+77
C-1804296 CLEANOUT & TRENCH DETAILS
GENERAL NOTES AND EXCAVATION & BACKFILL DETAILS
WINGWALLS NO. 1 & NO. 2 - LAYOUT
WINGWALLS NO. 3 & NO. 4 - LAYOUT
RETAINING WALLS & WINGWALLS - LAYOUT
SLAB REINFORCEMENT - DETAILS
LAKE PERRIS DRIVE - STAGE 1 - "L" 20+00 TO "L" 28+89.50
LAKE PERRIS DRIVE - STAGE 3 - "L" 20+00 TO "L" 28+89.50
LAKE PERRIS DRIVE - STAGE 2 - "L" 20+00 TO "L" 28+89.50
"LTEMP" 10+00 TO "LTEMP" 17+39.53
LAKE PERRIS DRIVE - TEMP ACCESS ROAD -
PLAN - FAIR WAY - "F" 30+00 TO "F" 36+44.30
RAMONA EXPRESSWAY & LAKE PERRIS DRIVE/CENTER STREET - STAGE 2
TEMPORARY TRAFFIC SIGNAL -
RAMONA EXPRESSWAY & LAKE PERRIS DRIVE/CENTER STREET - STAGE 1
TEMPORARY TRAFFIC SIGNAL -
CONDUCTOR SCHEDULE
RAMONA EXPRESSWAY & LAKE PERRIS DRIVE/CENTER STREET - STAGE 2
TEMPORARY TRAFFIC SIGNAL -
CONDUCTOR SCHEDULE
RAMONA EXPRESSWAY & LAKE PERRIS DRIVE/CENTER STREET
FINAL TRAFFIC SIGNAL PLAN -
RAMONA EXPRESSWAY & LAKE PERRIS DRIVE/CENTER STREET
FINAL TRAFFIC SIGNAL PLAN -
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-1A
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-1B
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-1C
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-4A
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-4B
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-4C
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-4D
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-5B
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-5D
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-7A
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-7O
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-8A
TRAFFIC SIGNAL - CALTRANS STANDARD PLAN NO. ES-15D
PRECAST REINFORCED - CONCRETE BOX CULVERT
RETAINING WALL - LAYOUT & DETAILS 01
RETAINING WALL - LAYOUT & DETAILS 02
CALTRANS - STANDARD PLAN A73B
CALTRANS - STANDARD PLAN A20B
CALTRANS - STANDARD PLAN A20C
CALTRANS - STANDARD PLAN A20D
CALTRANS - STANDARD PLAN A24G
273 333
CHANGED FIELD CONDITIONS.
DRAWINGS THAT WERE UPDATED PER
ADDENDUM NO. 1: A1 - D1; A3, D3; B5, D5;
MAY 22, 2024
JOSEPH W. ROYER
ORIGINAL SIGNED BY
MITCHELL TYLER
S-404, S-407, AND S-411.
CHANGES WERE MADE TO C-1317, S-202, S-204,
ADDENDUM NO. 2: B1, B5 & D5;
MT JR
8/2/2024
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
RAMONA E
XPRESS
WAY
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00 64+4064+40
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00 64+4064+40
8+00 8+248+24
0+00
1+00
2+00
3+00
4+00
5+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
0 25 50 N
N
0 25 50
PLAN
PLAN
SCALE: 1" = 50'
NOTES
(S E E D
W G C -2
M A T C
H L
IN
E S
(S
E D
W G C -2
M A T C
H L
IN
E C
SCALE: 1" = 50'
STEPHEN J. NEUMAYR
REG. C.E. No. 89217
REG. C.E. No. 89217/93588
SPEC. NO. SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/14/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
C-205
CALIFORNIA NATURAL RESOURCES AGENCY
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
DEMOLITION
PLAN -"S" 52+50 TO "S" 64+40
PLAN - "W" 0+00 TO "W" 8+24
1 2 3 4 5 6 7 88
S. NEUMAYR/A. ZAMANI
GRACE W. CHEN
REG. C.E. No. 67681
ANNA GUTIERREZ/JASMINE DOAN
REG. C.E. No. 72270/55487
G
IS
T E R
ED
PR
OFESSOINAL
E N G
NI
E E R
S T
A
TE
OF CALIF
ORN
IA
M I C
H
A
EL W. DR
IL
L E RNo. 43895
Exp. 6-30-25
CIVIL
DITCH
LEGEND
22-09 023
"S" & "W" LINES
CONSTRUCTION LIMITS
DITCH
ADDENDUM NO. 2: D2,
ADDED SELECTIVE DEMOLITION
MITCHELL TYLER
JOSEPH W. ROYER
ORIGINAL SIGNED BY
MAY 22, 2024
"C" LINE
(S E E D
W G A
B O
V E
M A T C
H L
IN
E 'W ' L
IN
E
"W" LINE
"S" LINE
REMOVE FENCING (SEE NOTE 1)
REMOVE FENCING (SEE NOTE 1)
LIMITS OF EXCAVATION
LIMITS OF EXCAVATION
LIMITS OF EXCAVATION
(SEE DWG BELOW)
MATCHLINE 'W' LIN
E
"S" LINE
"C" LINE
EXTENT OF FENCING REMOVAL
191.65 LT
"C" 1+12.60
EXTENT OF FENCING REMOVAL
114.86 RT
"W" 4+39.50
LIMITS OF EXCAVATION
CONSTRUCTION LIMITS
WELL ER-33
DECOMMISSION MONITORING
WELL ER-36
DECOMMISSION MONITORING
CHANNEL BOUNDARY
BOUNDARY
CHANNEL
(E) MONITORING WELL DH-22 TO REMAIN AND BE EXTENDED
WELL ER-33_ALT
DECOMMISSION MONITORING
"LX1" LINE
CONSTRUCTION LIMITS TO THE EXTENT INDICATED.
1. REMOVE ALL EXISTING FENCING AND GATES WITHIN
LIMITS OF EXCAVATION
LIMITS OF EXCAVATION
"W" LINE
WELL ER-33_ALT
DECOMMISSION MONITORING
(E) ROAD
(E) ROAD
(E) ROAD
(E) ROAD
(E) ROAD
(E) ROAD
(E) ROAD
MONITORING WELL ER-33
DECOMMISSION
MONITORING WELL ER-36
DECOMMISSION
FENCE REMOVAL
LIMITS OF EXCAVATION EXCAVATION
LIMITS OF
LEVEE TOE
TOE
LEVEE
TOE
LEVEE
TOE
LEVEELIMITS OF EXCAVATION
LEVEE TOE
LEVEE TOE
LEVEE TOE
CONSTRUCTION LIMITS
REMOVE ASPHALT CONCRETE
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
CITY OF PERRIS
(N) = NOT A SEPARATE BID ITEM
DRAINAGE QUANTITIES
D R
A
IN
A G
E U
N
IT
D R
O P I N
L E T T
Y P E
D R
O P I N
L E T T
Y P E
D R
O P I N
L E T T
Y P E
D R
O P I N
L E T T
Y P
O P I N
L E T T
Y P
O P I N
L E T T
Y P
S T R
U C
T U
R E
F L A T O
U T L E T D
R A
IN
A G
FRAME AND GRATE
(N) (N)
H D P E
H D P E
R
C P
R
C P
R
C P
F E S
O V E
R S
ID
E D
R A
IN
H O
T M
IX
A
S P
H A L
IT
C H E
X C
A V T
IO
N
M C
D
IT
C H
(C U
T -O
F F W
A L L
S T R
U C
T U
R A L C
O N
C R
E T E
R E
IN
F O
R C
IN
G S
T E E L B
A R S
R O
C K S
L O P E P
R O
T E
C T
IO
N
R O
C K G
R O
U T
B
IO
R E T E
N T
IO
N S
W A L E
TRENCH BACKFILL
DESCRIPTION STATION
C T -1
C T -1
X
C T R
C R -1
R C F C M
H C
O V E
R
IN
L E T /M
A N
H O
L E
H E
IG
H T O
F
C R
U S
H E
D R
O C
K
C L S
M
B
A C
K F
IL
L
C O
M P
A C
T E
D B
A C
K F
IL
L
B A
C K F
IL
L
S L U
R R
Y C
E M
E N
T
EA EA EA EA EA EA EA EA EA EA EA EA FT LF LF LF LF LF EA EA CY CY CY CY LBS CY CY LF CY CY CY CY
C-702 a 26.9 MC (DITCH) 117.76' LT "S" 63+73.92 b 1 1 4.8 DROP INLET TYPE 1 55.30' LT "S" 64+28.23 c 109.3 33.9 163.5 24" HDPE 163.78' LT "C" 3+92.75 TO 57.63' LT "C" 4+19.78 a 85.5 MC (DITCH) 117.19' RT "W" 4+26.82 b 1 1 4.8 DROP INLET TYPE 1 50.29' RT "W" 8+14.03 c 105.5 32.6 158.1 24" HDPE 49.13' RT "W" 8+14.15 TO 55.65' RT "C" 4+21.18
C-703 a 1 1 4.8 DROP INLET TYPE 1 82.82' LT "C" 10+79.91 b 33.3 13.5 19.1 24" HDPE 81.66' LT "C" 10+80.02 TO 39.60' LT "C" 10+79.91 c 3.2 6.7 120.5 5.6 2.2 DRAIN OUTLET 39.60' LT "C" 10+79.91 a 1 1 4.8 DROP INLET TYPE 1 82.22' LT "C" 12+66.04 b 32.6 13.2 18.2 24" HDPE 81.05' LT "C" 12+66.03 TO 39.66' LT "C" 12+65.92 c 3.2 6.7 120.5 5.6 2.2 DRAIN OUTLET 39.66' LT "C" 12+65.92 a 1 1 4.8 DROP INLET TYPE 1 81.57' RT "C" 12+77.21 b 31.9 14.0 17.1 24" HDPE 80.37' RT "C" 12+77.45 TO 38.35' RT "C" 12+77.56 c 3.1 7.3 143.9 5.6 2.2 DRAIN OUTLET 38.35' RT "C" 12+77.56
6 a 1 HMA OSD 47.44' RT "F" 30+62.95 a 1 1 2.9 DROP INLET TYPE 5 20.92' LT "R" 156+92.00 b 42.1 12.6 18" HDPE 20.92' LT "R" 156+92.00 TO 55.87' LT "R" 156+63.00 c 1 1 2.4 DROP INLET TYPE 4 55.87' LT "R" 156+63.00 d 54.3 13.9 12.9 18" HDPE 55.87' LT "R" 156+63.00 TO 75.99' LT "R" 156+11.45 e 1 18" PFES 75.99' LT "R" 156+11.45 a 1 1 4.0 DROP INLET TYPE 6 70.02' LT "F" 33+96.93 b 44.6 17.5 24.6 24" HDPE 71.52' LT "F" 33+96.88 TO 86.48' LT "F" 32+22.65 c 3.1 6.5 119.9 5.6 2.2 DRAIN OUTLET 38.32' RT "C" 14+59.94
C-704 a 360.8 BIORETENTION SWALE 82.62' LT "C" 21+57.49 TO 82.28' LT "C" 25+18.00 b 1 1 5.5 DROP INLET TYPE 2 85.31' LT "C" 21+95.17 c 33.8 13.6 21.9 24" HDPE 84.09' LT "C" 21+95.18 TO 41.60' LT "C" 21+95.03 d 2.6 5.4 114.3 5.6 2.2 DRAIN OUTLET 41.60' LT "C" 21+95.03 e 1 1 5.5 DROP INLET TYPE 2 85.88' LT "C" 24+74.36 f 33.9 13.7 21.8 24" HDPE 84.62' LT "C" 24+74.36 TO 42.13' LT "C" 24+74.22 g 2.4 5.1 113.7 5.6 2.2 DRAIN OUTLET 42.13' LT "C" 24+74.22 a 1 1 4.8 DROP INLET TYPE 1 89.50' RT "C" 22+00.97 b 40.6 15.8 27.8 24" HDPE 87.60' RT "C" 22+00.95 TO 41.67' RT "C" 22+01.11 c 2.4 5.0 113.0 5.6 2.2 DRAIN OUTLET 41.67' RT "C" 22+01.10 a 1 1 4.8 DROP INLET TYPE 1 80.81' RT "C" 24+91.51 b 41.3 11.7 17.9 24" HDPE 79.54' RT "C" 24+91.41 TO 38.23' RT "C" 24+91.54
12 a 230.4 UNLINED DITCH 98.87' RT "L" 24+86.75 TO 139.24' RT "L" 22+57.70
13 a 1 HMA OSD 26.61' RT "L" 26+59.01
14 a 1 HMA OSD 38.76' RT "L" 24+19.98
15 a 1 HMA OSD 26.98' LT "L" 24+20.00 a 1 1 4.8 DROP INLET TYPE 3 17.38' RT "U-1" 0+06.08 b 20.3 7.9 10.8 36" RCP 34.43' LT "L" 23+93.00 TO 20.32' LT "L" 23+78.83 c 1.1 171.0 RCP BULKHEAD, 72" d 202.3 270.9 50.8 72" RCP a 1 1 4.5 DROP INLET TYPE 6 54.70' LT "L" 23+00.00 b 67.0 24.8 34.1 24" HDPE 54.70' LT "L" 22+99.97 TO 54.81' LT "L" 22+30.12 c 2.3 5.8 113.7 5.6 2.2 DRAIN OUTLET 49.63' RT "C" 27+03.65
18 a 1 HMA OSD 33.00' LT "R" 146+75.01 a 1 1 4.0 DROP INLET TYPE 6 22.22' LT "R" 143+42.38 b 59.0 15.2 6.3 18" HDPE 22.22' LT "R" 143+42.38 TO 77.29' LT "C" 27+95.53 c 1 1 3.0 DROP INLET TYPE 5 77.29' LT "C" 27+95.53 d 21.6 10.1 9.0 24" HDPE 77.29' LT "C" 27+95.53 TO 49.59' LT "C" 27+95.58 e 3.0 6.3 118.7 5.6 2.2 DRAIN OUTLET 49.59' LT "C" 27+95.58
SHEET SUBTOTAL 7 2 1 1 2 3 0 1 1 3 1 10 N/A 155.4 595.4 20.3 0.0 202.3 1 5 230.4 112.5 25.3 55.9 1249.2 50.0 20.0 360.8 339.6 834.0 63.4
(D R
A
IN
O
U T L E T -C
U T
O F F W
A L L S
S T R
U C
T U
R A L C
O N
C R
E T E
"U-1" 0+00.00 TO "U-1" 2+02.29
87.91' RT "C" 35+43.00
D R
A
IN
A G
E P
L A
N S
H E E T N
O
D R
A
IN
A G
E S
Y S T E
M N
O
88.2
CITY ENGINEER DATE
APPROVED BY:
CINDY JIMENEZ
CLARA PONCE
SERGIO AVILES
MICHAEL W. DRILLER
REG. C.E. No. 43895
SPEC. NO.
1 2 3 4 5 6 7
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/15/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
C-742
CALIFORNIA NATURAL RESOURCES AGENCY
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
DRAINAGE
QUANTITIES 01
G
IS
T E R
ED
PR
OFESSOINAL
E N G
NI
E E R
S T
A
TE
OF CALIF
ORN
IA
C L
A
RA R PON
C E
No. 85401
Exp. 9-30-24
CIVIL
REG. C.E. No. 85401 REG. C.E. No. -----\78185
CINDY JIMENEZ\NATHAN SMITH
MANAGER, GEOTECHNICAL SCIENCES SECTION, REG. C.E. No. 58288
22-09 154 02
FIELD CONDITIONS.
CONDITION UPDATED PER CHANGED
ADDENDUM NO. 1: A5, B5, B6, C5, D5; EXISTING
JOSEPH W. ROYER
ORIGINAL SIGNED BY
MITCHELL TYLER
MAY 22, 2024
2 2
2 ON SHEET G-116
ADDENDUM NO. 2: A5; UPDATED PER DETAIL B5
MT JR
8/2/2024
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
DRAINAGE QUANTITIES
D R
A
IN
A G
E U
N
IT
D R
O P I N
L E T T
Y P E
D R
O P I N
L E T T
Y P E
D R
O P I N
L E T T
Y P E
D R
O P I N
L E T T
Y P
O P I N
L E T T
Y P
O P I N
L E T T
Y P
R
U C
T U
R E
F L A T O
U T L E T D
R A
IN
A G
FRAME AND GRATE
(N) (N)
H D P E
H D P E
R
C P
R
C P
R
C P
F E S
O V E
R S
ID
E D
R A
IN
H O
T M
IX
A
S P
H A
IT
C H E
X C
A V T
IO
N
M C
D
IT
C H
R E
IN
F O
R C
IN
G S
T E E L B
A R S
R O
C K S
L O P E P
R O
T E
C T
IO
N
R O
C K G
R O
U T
B
IO
R E T E
N T
IO
N S
W A L E
TRENCH BACKFILL
DESCRIPTION STATION
C T -1
C T -1
X
C T R
C R -1
R C F C M
H C
O V E
R
IN
L E T /M
A N
H O
L E
H E
IG
H T O
F
C R
U S
H E
D R
O C
K
C L S
M
B
A C
K F
IL
L
C O
M P
A C
T E
D B
A C
K F
IL
L
B A
C K F
IL
L
S L U
R R
Y C
E M
E N
T
EA EA EA EA EA EA EA EA EA EA EA EA FT LF LF LF LF LF EA EA CY CY CY CY LBS CY CY LF CY CY CY CY
C-704 21 a 1 HMA OSD 16.45' LT "LR" 43+46.98
C-705 20 a 387.3 BIORETENTION SWALE 79.69' LT "C" 34+98.67 TO 80.54' LT "C" 38+86.00 b 1 1 5.5 DROP INLET TYPE 2 82.36' LT "C" 34+96.02 c 26.0 11.1 11.6 24" HDPE 81.11' LT "C" 34+96.00 TO 46.47' LT "C" 34+96.06 d 2.9 6.1 117.4 5.6 2.2 DRAIN OUTLET 46.47' LT "C" 34+96.02 e 1 1 5.5 DROP INLET TYPE 2 83.59' LT "C" 38+70.18 f 28.7 12.0 14.8 24" HDPE 82.31' LT "C" 38+70.16 TO 45.03' LT "C" 38+70.23 g 2.6 5.8 116.2 5.6 2.2 DRAIN OUTLET 45.03' LT "C" 38+70.23
C-705 a 37.0 23.2 33.4 36" RCP 90.04' RT "C" 34+80.50 TO 41.95' RT "C" 34+80.41 b 0.3 28.9 RCP BULKHEAD, 36" c 3.0 8.0 176.9 10.0 4.0 DRAIN OUTLET 41.95' RT "C" 34+80.41 a 36.9 26.9 31.8 42" RCP 42.02' RT "C" 35+43.00 TO 90.03' RT "C" 35+43.00 b 0.4 39.4 RCP BULKHEAD, 42" c 3.1 8.9 186.4 13.6 5.4 DRAIN OUTLET 42.02' RT "C" 35+42.99 a 1 1 4.8 DROP INLET TYPE 1 83.19' RT "C" 38+38.45 b 26.0 11.1 10.1 24" HDPE 81.95' RT "C" 38+38.45 TO 47.17' RT "C" 38+38.03 c 10.0 2.9 24" HDPE 94.25' RT "C" 38+35.80 TO 84.62' RT "C" 38+38.46 d 3.0 6.2 122.1 5.6 2.2 DRAIN OUTLET 47.17' RT "C" 38+38.03 a 45.8 UNLINED DITCH 74.62' RT "E" 14+39.00 TO 75.40' RT "E" 13+05.63 b 1.0 1 3.0 DROP INLET TYPE 6 76.86' RT "E" 13+08.63 c 74.2 27.1 38.3 24" HDPE 76.86' RT "E" 13+07.13 TO 76.62' RT "E" 12+24.29 d 2.6 5.4 120.3 5.6 2.2 DRAIN OUTLET 42.66' RT "C" 39+28.84
27 a 1 FLAT OUTLET DRAINAGE STR 44.99' RT "E" 14+32.70 TO 51.98' RT "E" 14+33.01
C-706 a 16.1 UNLINED DITCH 51.50' LT "E" 14+23.13 TO 68.63' LT "E" 13+47.70 b 1.0 1 3.0 DROP INLET TYPE 6 68.18' LT "E" 13+49.65 c 41.7 13.5 13.2 24" HDPE 68.18' LT "E" 13+49.65 TO 90.58' LT "E" 13+11.00 d 1.0 1 5.4 DROP INLET TYPE 6 90.58' LT "E" 13+11.00 e 101.3 36.8 66.7 24" HDPE 90.58' LT "E" 13+11.00 TO 167.59' LT "E" 12+27.14 f 2.7 6.4 143.2 5.6 2.2 DRAIN OUTLET 43.99' RT "C" 41+73.36 a 400.0 BIORETENTION SWALE 79.44' LT "C" 47+78.00 TO 77.18' LT "C" 51+78.00 b 1 1 5.5 DROP INLET TYPE 2 81.70' LT "C" 48+59.75 c 24.4 10.6 9.8 24" HDPE 80.37' LT "C" 48+59.79 TO 47.30' LT "C" 48+60.07 d 3.0 6.2 128.1 5.6 2.2 DRAIN OUTLET 47.30' LT "C" 48+60.07
30 a 1 HMA OSD 34.75' LT "R" 127+85.00
31 a 1 HMA OSD 125.91' LT "C" 46+23.25
32 a 1 HMA OSD 126.14' LT "C" 49+23.25
C-707 e 1 1 5.5 DROP INLET TYPE 2 80.07' LT "C" 51+59.96 f 21.0 9.5 6.2 24" HDPE 78.81' LT "C" 51+59.97 TO 49.24' LT "C" 51+60.23 g 2.2 6.3 130.7 5.6 2.2 DRAIN OUTLET 49.19' LT "C" 51+60.23 a 1 1 4.8 DROP INLET TYPE 1 87.21' RT "C" 51+59.98 b 31.5 12.8 15.7 24" HDPE 85.88' RT "C" 51+60.03 TO 45.86' RT "C" 51+59.67 c 2.8 5.9 132.8 5.6 2.2 DRAIN OUTLET 43.71' RT "C" 51+59.65
C-313 35 a 1 18" PFES 21.55' LT "LX1" 12+18.96 b 51.4 18" HDPE 21.55' LT "LX1" 12+18.96 TO 29.81' LT "LX1" 12+18.68 c 1 18" PFES 29.81' LT "LX1" 12+18.68
SHEET SUBTOTAL 2 4 0 0 0 3 2 0 0 3 0 6 N/A 51.4 384.7 37.0 36.9 0.0 2 4 61.9 0.0 27.8 65.9 1442.3 68.1 27.2 787.3 197.4 252.6 0.0
SHEET C-743 SUBTOTAL 7 2 1 1 2 3 0 1 1 3 1 10 N/A 155.4 595.4 20.3 0.0 202.3 1 5 230.4 112.5 25.3 55.9 1249.2 50.0 20.0 360.8 339.6 834.0 63.4
GRAND TOTAL 9 6 1 1 2 6 2 1 1 6 1 16 N/A 206.7 980.1 57.3 36.9 202.3 3 9 292.3 112.5 53.1 121.9 2691.5 118.1 47.2 1148.1 537.1 1086.6 63.4
(N) = NOT A SEPARATE BID ITEM
(C U
T -O
F F W
A L L S
S T R
U C
T U
R A L C
O N
C R
E T E
(D R
A
IN
O
U T L E T -C
U T
O F F W
A L L S
S T R
U C
T U
R A L C
O N
C R
E T E
1 FLAT OUTLET DRAINAGE STRg 53.17' LT "E" 13+04.13 TO 53.17' LT "E" 13+07.13
88.74' RT "C" 34+80.49
87.91' RT "C" 35+43.00
D R
A
IN
A G
E P
L A
N S
H E E T N
O
D R
A
IN
A G
E S
Y S T E
M N
O
1.0
CITY ENGINEER DATE
APPROVED BY:
CLARA PONCE
SERGIO AVILESCINDY JIMENEZ
MICHAEL W. DRILLER
REG. C.E. No. 43895
SPEC. NO.
1 2 3 4 5 6 7
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/15/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
C-743
CALIFORNIA NATURAL RESOURCES AGENCY
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
DRAINAGE
QUANTITIES 02
G
IS
T E R
ED
PR
OFESSOINAL
E N G
NI
E E R
S T
A
TE
OF CALIF
ORN
IA
C L
A
RA R PON
C E
No. 85401
Exp. 9-30-24
CIVIL
REG. C.E. No. 85401 REG. C.E. No. -----\78185
CINDY JIMENEZ\NATHAN SMITH
MANAGER, GEOTECHNICAL SCIENCES SECTION, REG. C.E. No. 58288
22-09 155 02
A1; TYPO WAS FIXED
CONDITIONS.
CONDITION UPDATED PER CHANGED FIELD
ADDENDUM NO. 1: A5, B2, C6, D5; EXISTING
MITCHELL TYLER
JOSEPH W. ROYER
ORIGINAL SIGNED BY
MAY 22, 2024
2 2
2 ON G-116
ADDENDUM NO. 2: A5; UPDATED PER DETAIL B5
MT JR
8/2/2024
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
M O
N
X P
Y
R A
M O
P
Y
LAKE PERRIS DRIVE
LAKE PERRIS DRIVE
A C
A C
G U
A
IL
A C
A C
A C
A C
A C
A C
A C
A C
A C
A C
C O
N C
C O
N C
C O
N C
S
IG
N
F A
IR
G R
O U
N D S
L A
K E
P
E R
IS
E A
F E
N C
U
IL
IT
IE
S
D
IR
T
D
IR
T
D
IR
T
D
IR
T
D
IR
T
W
IR
E
F E
N C
E
B A
R B
W
IR
E
F E
N C
E
B A
R B
WIRE FENCE
4' BARBED
W
IR
E
F E
N C
E
B A
R B
M O
P
Y
R A
M O
P
Y
LAKE PERRIS DRIVE
LAKE PERRIS DRIVE
B A
N N
E R S
L
IN
E
G A T E
B A
N N E R S
L
IN
E
R A
M O
P R
E S
S W
A Y
R A
M O
P R
E S
S W
A Y
T S
S L
U
T S
U
C O
N C
C O
N C
F
M
TS
TS
T S
E
SL
TS
T S
T
T S
T S
E
F
I
TS
T S
I
TS
T S
S L
WIRE FENCE
4' BARBED
WIRE FENCE
4' BARBED
I
E
SL
C
M P
F L
.4
C
M P
F L
.3
A D
F
IL
L
D
IR
T
C
M P
F L
.4
D
IR
T
D
IR
T
D
IR
T
R A
M O
P
Y
R A
M O
P
Y
LAKE PERRIS DRIVE
LAKE PERRIS DRIVE
A C
A C
G U
A
IL
A C
A C
A C
A C
A C
A C
A C
A C
A C
A C
C O
N C
C O
N C
C O
N C
S
IG
N
F A
IR
G R
O U
N D S
L A
K E
P
E R
IS
E A
F E
N C
U
IL
IT
IE
S
D
IR
T
D
IR
T
D
IR
T
D
IR
T
D
IR
T
W
IR
E
F E
N C
E
B A
R B
IR
E
F E
N C
E
B A
R B
WIRE FENCE
4' BARBED
W
IR
E
F E
N C
E
B A
R B
M O
P
Y
R A
M O
P
Y
LAKE PERRIS DRIVE
LAKE PERRIS DRIVE
B A
N N
E R S
L
IN
E
G A T E
B A
N N E R S
L
IN
E
E
M
E
E
F
F
T
TS
TS
T S
T S
T S
S L
T S
SL
T S
T S
TS
T S
TS
T S
S L
SL
TS
I
I
I
U
U
M
U
U
E
M
E
E
F
F
T
TS
TS
T S
T S
T S
S L
T S
SL
T S
T S
TS
T S
TS
T S
S L
SL
TS
I
I
I
U
U
M
U
U
R A
M O
P R
E S
S W
A Y
R A
M O
P R
E S
S W
A Y
T S
S L
U
T S
U
C O
N C
C O
N C
F
M
TS
TS
T S
E
SL
TS
T S
T
T S
T S
E
F
I
TS
T S
I
TS
T S
S L
WIRE FENCE
4' BARBED
WIRE FENCE
4' BARBED
I
E
SL
C
M P
F L
.4
C
M P
F L
.3
A D
F
IL
L
D
IR
T
C
M P
F L
.4
D
IR
T
D
IR
T
D
IR
T
CITY OF PERRIS
STAGE 2 ITEMS OF WORK:
STAGE 4 ITEMS OF WORK:
STAGE 3 ITEMS OF WORK:
STAGE 2
STAGE 1
STAGE 4
STAGE 4
STAGE 1 ITEMS OF WORK:
STAGE 1 AND 3
R A
M O
P
W Y
R A
M O
P
W Y
TRAFFIC HANDLING NOTES:
T#
TPM
CITY ENGINEER DATE
APPROVED BY:
ENTRANCE
FAIRGROUNDS
ENTRANCE
FAIRGROUNDS
N N
LAKE PERRIS DR
LAKE PERRIS DR
STAGE 1 AND 3
CLARA PONCE
REG. C.E. 85401REG. C.E. 63248
VANESSA DOCTOLERO
REG. C.E. 78231
MICHAEL W. DRILLER
REG. C.E. No. 43895
MANAGER, GEOTECHNICAL SCIENCES SECTION, REG. C.E. No. 58288
SPEC. NO.
1 2 3 4 5 6 7
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/14/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
AND TRAFFIC HANDLING
CALIFORNIA NATURAL RESOURCES AGENCY
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
STAGE CONSTRUCTION
LAKE PERRIS DRIVE
C-1317
MATTHEW J. KORVE
TRAFFIC HANDLING SHEETS):
LEGEND (STAGE CONSTRUCTION AND
CONSTRUCTION LIMITS
D W
R R /W
CONSTRUCTION LIMITS
C
IT
Y R /W
C
IT
Y R /W
D W
R R /W
D W
R R /W
D W
R R /W
D W
R R /W
D W
R R /W
CINDY JIMENEZ
MANAGER, GEOTECHNICAL SERVICES BRANCH, REG. C.E. No. 52754
TYPE VII (L/R) ARROW
TYPE VI (L/R) ARROW
TYPE IV (L/R) ARROW
TYPE I (18") ARROW
TYPE I (10") ARROW
DWR R/W
DWR R/W
DWR R/W
DWR R/W
STAGE 3: SHIFT TRAFFIC TO NEW INTERSECTION.
CONSTRUCTED IN STAGE 1.
STAGE 2: SHIFT TRAFFIC TO TEMP SIGNALIZED INTERSECTION
CROSSWALK, DIRECT PEDESTRIANS TO EVANS RD.
PERRIS DR NORTH OF RAMONA EXPWY. CLOSE NORTH-SOUTH
EAST OF LAKE PERRIS DR. CLOSE RT TURN LANE ON NB LAKE
STAGE 1: CLOSE RT AND LT TURN ONLY LANES ON WB RAMONA EXPWY
ALL TEMPORARY PAVING SHALL BE 6" HMA (TYPE A) MIN.
SEE TEMPORARY TRAFFIC SIGNAL PLANS.
FOR TEMPORARY TRAFFIC SIGNAL DETAILS,
PROPOSED STRIPING AND SIGNING AS DIRECTED BY THE ENGINEER.
AND REMOVE OR COVER EXISTING SIGNS THAT CONFLICT WITH
GENERAL: CONTRACTOR SHALL REMOVE STRIPING AND PAVEMENT MARKINGS,
MAINTENANCE ACCESS.
RETURN, LANDSCAPING AND IRRIGATION, AND
CONSTRUCT BRIDGE, RAISED MEDIAN, CURB
G
IS
T E R
ED
PR
OFESSOINAL
E N G
NI
E E R
S T
A
TE
OF CALIF
ORN
IA
C L
A
RA R PON
C E
No. 85401
Exp. 9-30-24
CIVIL
22-09 211
NOTES & LEGEND
MARKING
TEMPORARY PAVEMENT
TYPE III BARRICADE
CHANGE IN STRIPING DETAIL
OBJECT MARKER (TYPE P)
ALTERNATIVE TEMPORARY CRASH CUSHION
EXISTING ROAD SIDE SIGN (1 POST)
ROADSIDE SIGN (1 POST)
(#=DETAIL NO, SEE DWGS C-1406 TO C-1409)
TEMPORARY TRAFFIC STRIPE
CHANNELIZER (SURFACE MOUNTED)
MODULE
TEMPORARY CRASH CUSHION
TEMPORARY RAILING (TYPE K)
DIRECTION OF TRAVEL
WORK AREA
SIGNAGE PER DRAWING C-1403.
INSTALL PERMANENT PAVEMENT DELINEATION AND
LIMITS OF COLD PLANE AND OVERLAY.
COLD PLANE AND OVERLAY. SEE DRAWING C-609 FOR
TRAFFIC STRIPE AND TEMPORARY SIGNAGE.
INCLUDING TEMPORARY RAILING (TYPE K), TEMPORARY
REMOVE TEMPORARY TRAFFIC CONTROL DEVICES,
CONSTRUCT TEMPORARY PAVEMENT SECTION.
REMOVE MEDIAN ON RAMONA EXPRESSWAY AND
STRUCTURE. STRIPE TEMPORARY ROAD.
ENTRANCE WIDENING, AND DEMOLISH SIGN
CONSTRUCT TEMPORARY ROAD, FAIRGROUNDS
CONSTRUCT RAISED MEDIAN ON RAMONA EXPRESSWAY.
CONCRETE BARRIERS, AND RW-2.
SOUTHEAST CURB RETURN, RETURN WALL WITH
REMOVE TEMPORARY ROAD. CONSTRUCT REMAINING
ITEMS OF WORK
ADDENDUM NO. 2: D3; CLARIFIED STAGE 3
MAY 22, 2024
JOSEPH W. ROYER
MITCHELL TYLER
NTS
NTS
PLAN
PLAN
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
1.50
A6
SECTION
SCALE: 1" = 1'-0"
2'-0"
2%
2%
WITH 2 #4 CONTINUOUS, TYP.
#4@18" HOOPS
PROTECTION FABRIC
ROCK SLOPE
6'-0"
1' -0
24"
12"
1 20
#4 @ 18"
2%
CRUSHED ROCK
14'-0"6'-0"
D1
3" CLR. TYP.
3" CLR. TYP.
A4
C-409
A1
SECTION @ CENTERLINE
" = 1'2
SCALE: S-201, S-203
:1
FILTER FABRIC
OG
PROTECTION FABRIC
ROCK SLOPE
ELEV. 1466.00
STA. 4+04.63
ELEV. 1450.17
STA. 4+24.63
TO CONCRETE PLACEMENT
COMPACT TO 95% RC PRIOR
CONSTRUCTION JOINTS @ 2FT VERTICALLY, TYP.
STRUCTURAL CONCRETE - GENERAL
WITH #4@15" CONTINUOUS
#4 HOOPS @ 18"
WITH 10 #4 CONTINUOUS, TYP.
#4@18" HOOPS
WITH 2 #4 CONTINUOUS, TYP.
#4@18" HOOPS
D5
1'-6"
6"
WITH 12 #4 CONTINUOUS
#4@18" HOOPS
#4@18"
3" Ø SCH 80 SOLID PVC PIPE @ 10' OC
MASS CONCRETE
6" Ø SCH 80 SLOTTED PVC PIPE
ROCK SLOPE PROTECTION
HABITAT SOIL
FLAP GATE, 3-INCH
1'-0"
2%
1.50
D5
TYPICAL STEP DETAIL
SCALE: 1" = 1'
1 20
2:1
1'-6"5'-1"5'-1"1'-6"
" C
L R . T
Y P
" C
L R . T
Y P
D1
SECTION - CREST LOW-FLOW
" = 1'-0"2
SCALE:
A6
E
3 2:1
#4x66"
2%2%
2%
#4x66"
2%
I G
OI
L
N
T S
T A
E N
R E
S
T S
R E
E R
I G
FO SE
DE
RP
LA
FIO
E
CF
A
A
RO
I
N
STEVEN J. FRIESEN
REG. C.E. No. 66148
STEVEN J. FRIESEN
REG. C.E. No. 66148
MARK C. CASTILLO
REG. C.E. No. 69991
SPEC. NO.
1 2 3 4 5 6 7
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/14/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
CALIFORNIA NATURAL RESOURCES AGENCY
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
IA
S-202
ROCK SLOPE PROTECTION
CRUSHED ROCK
COMPACTED BACKFILL
CONCRETE
LEGEND
FOUNDATION
22-09 300
DROP STRUCTURES
E V
E N
J. FR
IE
S E
NNo. 66148
Exp. 6-30-24
CIVIL
SEERWAN AL HAIDARI
DROP STRUCTURE 1
SECTIONS & DETAILS 01
PLACING ADDITIONAL CONCRETE.
CLEANED PER SPECIFICATIONS PRIOR TO
CONSTRUCTION JOINTS SHALL BE 3.
GENERAL.
COMPLY WITH STRUCTURAL CONCRETE -
CONCRETE STEPS ABOVE FOOTING SHALL
SPECIFICATIONS FOR MASS CONCRETE.
CONCRETE FOOTING SHALL COMPLY WITH 2.
PLACING CONCRETE.
APPROVED BY THE ENGINEER PRIOR TO
FOUNDATION SHALL BE INSPECTED AND 1.
NOTES
MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954
MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954
1 REVISED CALLOUT
ADDENDUM NO.2: B5;
MAY 22, 2024
ARTHUR A. CARLTON
ARTHUR A. CARLTON
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
CONCRETE REINFORCEMENT NOT SHOWN
6" X 3" TEE
6"Ø SLOTTED PVC PIPE
PVC PIPE
3"Ø SOLID SCH 80
FLAP GATE, 3-INCH
CRUSHED ROCK
FILTER FABRIC
MIN 1% SLOPE
CONCRETE
1.50
A1
PVC DRAIN DETAIL
SCALE: 1" = 1'
51'-0"51'-0"
4+00
9 - 3"Ø SCH 80 PVC PIPE @ 10' OC
END CAP
END CAP
6"Ø SLOTTED PVC PIPE
"C" LINE
LOW FLOW CHANNEL
SEE DETAIL A6, DWG. C-409
HOLES AS SHOWN
INSTALL PRESSURE RELIEF
SEE DETAIL A1, DWG. C-409
PREFORMED GROOVES
A1
DROP STRUCTURE
N
PLAN
SCALE: 1" = 10'
0 5 10
ROCK SLOPE PROTECTION
CRUSHED ROCK
COMPACTED BACKFILL
CONCRETE
I G
OI
L
N
T S
T A
E N
R E
S
T S
R E
E R
I G
FO SE
DE
RP
LA
FIO
E
CF
A
A
RO
I
N
STEVEN J. FRIESEN
SPEC. NO.
1 2 3 4 5 6 7
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/14/2024
Print.Styles 24x36.PEN
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
IA
S-204
OF 1%.
ALL PIPE SHALL HAVE MINIMUM SLOPE 3.
PLACEMENT.
DISPLACEMENT DURING CONCRETE
PIPE SHALL BE SECURED AGAINST 2.
PRIOR TO CONCRETE PLACEMENT.
PIPE SHALL BE PLACED AND APPROVED 1.
NOTES
LEGEND
22-09 302
DROP STRUCTURES
STEVEN J. FRIESEN
T E V
E N
J. FR
IE
S E
NNo. 66148
Exp. 6-30-24
CIVIL
SEERWAN AL HAIDARI
REG. C.E. No. 69991
DROP STRUCTURE 1
SECTIONS & DETAILS 03
MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954
MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954
1 REVISED SECTION
ADDENDUM NO.2: B1;
MAY 22, 2024
ARTHUR A. CARLTON
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
22+00 23+0021+0020+00 24+00
45+
46+00
CITY OF PERRIS
N 0°00'44"E
"L" LINE
R A
M O
N A E
X P
R E S S
W A
Y
LEGEND
N
'1
W
(P) BRIDGE
(P) BRIDGE
LAKE PERRIS DRIVE
VALLEY
TO MORENOTO PERRIS
0 10 20
"C
L
IN
E
BATTERED PILES (1H:3V)
VERTICAL PILES
PLAN
SCALE: 1" = 20' N
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
AHILAN SELLADURAI
REG. C.E. No. 69991
D. BLAKE
SPEC. NO.
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/14/2024
Print.Styles 24x36.PEN
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
S-404
FOUNDATION PLAN
NOTES
N
'1
W
N
'1
W
ZIHAN YAN
N
'4
W
26+93.92 PI
APPROACH SLAB
APPROACH SLAB
22-09 322
LINE (SEE NOTE 3)
EXISTING ELECTRICAL
L
LA
A H I
N
SEL
D
LA
A I
U R
No. 6253
Exp. 12-31-24
S
TRUC
A
TUR
I G
OIN
T S
T A
E N
R E
S
T S
R E
E R
I G
FO SE
DE
RP
LA
FIO
E
CF
A
A
RO
I
N
REG. S.E. No. 5808REG. S.E. No. 6253
APPROVED BY:
CITY ENGINEER DATE
MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954
MAY 22, 2024
ARTHUR A. CARLTON
ORIGINAL SIGNED BY
REVISED RETURN WALL
ADDENDUM NO. 2: B3; D6
LC ABUTMENT 1
1443.00
N 2,252,276.17
E 6,271,945.00
C ABUTMENT 4L
1446.67
N 2,252,676.17
E 6,271,945.08
1439.00
LC PIER 3LC PIER 2
1450.00
BB STA 21+30.00 EB STA 22+30.00
DENOTES BOTTOM OF FTG ELEV
"R" LINE
"LR" LINE
1450.00
"LM" LINE
WW-L LOL
WW-R LOL
RW-1 LOL
RW-2 LOL
"L" 21+80.13
"C" 26+31.00
1439.001443.00
STA 22+01.00
STA 21+59.00
.5
.5
.5
.5
(E) SEWER PIPE
2'-0"
SEE NOTE 6
DEVELOPMENT WHEN LAPPING BARS.
COUPLERS CAN BE USED TO ACHIEVE FULL
LENGTH. ALTERNATIVELY, MECHANICAL
PROVIDED TO ACHIEVE THE NECESSARY LAP
ENSURE THAT SUFFICIENT REBAR LENGTH IS
CONSTRUCTION JOINT. THE CONTRACTOR MUST
STAGE CONSTRUCTION OF RETURN WALL6.
AS SHOWN IN CIVIL PLANS, SEE DWG C-901.
EXISTING SEWER LINES TO BE RELOCATED5.
DWG C-609.
FOR "LR" LINE LAYOUT DETAILS, SEE4.
PLANS. SEE DWG E-301.
RELOCATED AS SHOWN IN ELECTRICAL
EXISTING ELECTRIC LINE WILL BE3.
C-609, C-624 TO C-628.
CONSTRUCTION DETAILS, SEE DWGS. S-405,
FOR ADDITIONAL CURVE DATA AND2.
ABANDONED OR RELOCATED PER DWGS C-900S.
ALL EXISTING UTILITIES WILL BE 1.
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
(CLASS 90)
1'-2" PIPE PILE, TYP
BARRIER TYPE 732SW MOD A
TOP OF CONCRETE
TYPE 732 SW MOD A
CONCRETE BARRIER
FACE OF ABUTMENT
APPROX FG AT
CITY OF PERRIS
A1
S-410
N
2'-0"
68'-0"
10'-8" 10'-8" 10'-8" 10'-8" 10'-8" 2'-0"
0 2 4
0 2 4
ELEV 1460.22'
WALL LENGTH (MEASURED ALONG
RWLOL) DESIGN WALL HEIGHT
TOW
ELEV 1458.92'
TOW
PARTIAL ABUTMENT 1 PLAN
PARTIAL ABUTMENT 1 ELEVATION
BATTERED PILES (1H:3V)
VERTICAL PILES
DETAIL
A6
S-410
A4
S-410
NOTES
LEGEND
LC ABUT NO 1 BEARING
" = 1'4
SCALE:
" = 1'4
SCALE:
ELEV 1450.00
ELEV 1443.00
EJ
27'-9"
6'-2"
10'-8"
2'-0"
2'-0" "2
6'-7 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" 7'-3" "2
6'-7
BARRIER TYPE 836A
TOP OF CONCRETE
B0-3
S-602
TOP OF WALL
68'-0" (MEASURED ALONG RW-2 LOL)
FTG
BOTTOM OF
FTG
BOTTOM OF
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
REG. C.E. No. 69991
D. BLAKE
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/14/2024
Print.Styles 24x36.PEN
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
S-407
26'-1"
ELEV 1459.18'
TOW
2'-0"
2'-0"
RW-2 LOL
CONCRETE BARRIER
ZIHAN YAN
END OF CONCRETE BARRIER TYPE 836A
END OF RW-1
ELEV 1459.27'
TOW
TO 836A TRANSITION
TYPE 732SW MOD A
BARRIER TYPE 836A
BEGIN OF CONCRETE
RETURN WALL
TOP OF
ELEV 1461.85'
TOB
ELEV 1462.27'
TOB
ELEV 1457.79'
TOP OF DECK
4 EQUAL SPACES
4 EQUALSPACES
B2/C2
S-411
3-2
S-602
2'-0"
FOOTING
(CLASS 90)
1'-2" PIPE PILE, TYP
(SEE NOTE 4)
CONCRETE CHANNEL LINER
(TOT 3, WALLS ONLY)
@ EQUAL SPACING
WEAKENED PLANE TYP
22-09 325
RW-2
APPROX FG AT WALL
BEARING PAD, TYP. TOT 16
1'-0" x 1'-0" x 0'-3"
L
LA
A H I
N
SEL
D
LA
A I
U R
No. 6253
Exp. 12-31-24
S
TRUC
A
I G
OIN
T S
T A
E N
R E
S
T S
R E
E R
I G
FO SE
DE
RP
LA
FIO
E
CF
A
A
RO
I
N
REG. S.E. No. 5808REG. S.E. No. 6253
APPROVED BY:
CITY ENGINEER DATE
SPACING
25'-0" MAX
DRAIN OUTLET @
4"ø SOLID PVC
LAYOUT 02
ABUTMENT 1
MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954
MAY 22, 2024
ARTHUR A. CARLTON
ORIGINAL SIGNED BY
2'-0"
SEE NOTE 5
REVISED RETURN WALL
ADDENDUM NO. 2: A6; C6; D6
SEE NOTE 5
DEVELOPMENT WHEN LAPPING BARS.
COUPLERS CAN BE USED TO ACHIEVE FULL
LENGTH. ALTERNATIVELY, MECHANICAL
PROVIDED TO ACHIEVE THE NECESSARY LAP
ENSURE THAT SUFFICIENT REBAR LENGTH IS
CONSTRUCTION JOINT. THE CONTRACTOR MUST
STAGE CONSTRUCTION OF RETURN WALL5.
SEE DWGS C-409 AND S-421.
FOR CONCRETE LINER LIMITS AND DETAILS,4.
SEE DWG S-416.
FOR BEARING PAD DETAILS NOT SHOWN, 3.
NOT SHOWN, SEE DWG S-410.
FOR RETAINING WALL DETAILS 2.
SEE DWG. S-405.
FOR RETAINING WALL LAYOUT1.
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
C2
NTS
B2
NTS
C5
NTS
B5
NTS
#7 @ 6"
2'-0"
@ 12" VERTICAL
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E#5
E
E
3'-0"
2'-0"
@ 12" VERTICAL
#5
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SUBMITTED:
DESIGNED: CHECKED:
DRAWN: REVIEWED:
REG. C.E. No. 72270
SHEET NO. REVISION DRAWING NO.
THINK SAFETY -
ACT SAFELY
VI=
8/14/2024
Print.Styles 24x36.PEN
DATE:
DATE:
REV. SUB. APP.DESCRIPTION
APPROVED:
APPROVAL RECOMMENDED:
A
B
DIVISION OF ENGINEERING
STATE OF CALIFORNIA
STATE WATER FACILITIES
DEPARTMENT OF WATER RESOURCES
D E
P A
R T
M
E N T
OF WATER R
E S
O U
R C
E S
S T
A T E
OF CALIF
O R
N
IA
S-411
ABUTMENT DETAILS 02
ANNA B. GUTIERREZ
ZIHAN YAN
EEEE
E
E
E E E
EEE
'-0
3'-0"
S-407
S-407 S-406
S-406
WALL CORNER REINFORCEMENT WALL CORNER REINFORCEMENT
B2 BARS
B1 BARS
B4 BARS
B4 BARS
B4: FOURTH BOTTOM LAYER OF REBAR
B3: THIRD BOTTOM LAYER OF REBAR
B2: SECOND BOTTOM LAYER OF REBAR (ABOVE THE "B1" BARS)
B1: FIRST BOTTOM LAYER OF REBAR (LOWEST LAYER)
TOP OF FOOTING REBAR SIMILAR.
BOTTOM OF FOOTING REBAR SHOWN,
TOP OF FOOTING REBAR SIMILAR.
BOTTOM OF FOOTING REBAR SHOWN,
22-09 329
#5
#4 @ 12" OC
REINFORCEMENT
ABUTMENT RETURN WALL
B1 BARS
B3 BARS
B2 BARS
FOOTING REINFORCEMENT AT OVERLAPFOOTING REINFORCEMENT AT OVERLAP
B1 BARS
B1 BARS
B2 BARS
6" TYP
6" TYP
L
LA
A H I
N
SEL
D
LA
A I
U R
No. 6253
Exp. 12-31-24
S
TRUC
A
I G
OIN
T S
T A
E N
R E
S
T S
R E
E R
I G
FO SE
DE
RP
LA
FIO
E
CF
A
A
RO
I
N
REG. S.E. No. 5808REG. S.E. No. 6253
APPROVED BY:
CITY ENGINEER DATE
MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954MANAGER, STRUCTURAL ENG. BRANCH, REG. C.E. No.37954
NOTES
BARS.
ACHIEVE FULL DEVELOPMENT WHEN LAPPING
MECHANICAL COUPLERS CAN BE USED TO
NECESSARY LAP LENGTH. ALTERNATIVELY,
LENGTH IS PROVIDED TO ACHIEVE THE
MUST ENSURE THAT SUFFICIENT REBAR
CONSTRUCTION JOINT. THE CONTRACTOR
1. STAGE CONSTRUCTION OF RETURN WALL
E
E
E
E
SEE NOTE 1
4"
TY
P
TY
P
4" M
IN
B3 BARS
SEE NOTE 1
REVISED RETURN WALL
ADDENDUM NO. 2: B2, D2, AND D6
ARTHUR A. CARLTON
MAY 22, 2024
ARTHUR A. CARLTON
Docusign Envelope ID: 7FBDCE0C-B86A-4770-B3D4-4EEC6D68A0D6
File details come from the government source that posted it. Updated .