12385_-_Plans_with_Issue_Date.pdf

PDF 12 MB Posted May 23, 2025

Attached to: CONTRACT NIUMBER : 24-255652; RAMER LAKE REPAIR ¿ IMPERIAL COUNTY, DEPARTMENT OF FISH AND WILDLIFE, IMPERIAL COUNTY, CALIFORNIA; PROJECT NUMBER: 12385
Solicitation number: 0000035700
Issued by: Imperial County, California

About this file

Written by GovTribe AI · May 26, 2025

These contract drawings, prepared by the California Department of Fish and Wildlife's Facilities Engineering division, detail the Ramer Lake Repairs project located in Imperial County, California. The project involves a comprehensive civil/structural design for lake repairs, with a specific focus on a drop structure, Narcissus drain relocation, and associated infrastructure improvements. The project documents are dated with a contract issue date of May 14, 2025, and include detailed engineering plans for site layout, excavation, embankment, drainage systems, and structural components. The design encompasses multiple sections including outlet structures, drain relocations, and various civil engineering details across Region 6's Inland Deserts area.

The project appears to be funded through the California Department of Fish and Wildlife, with a project number 10311329. The design incorporates complex civil engineering elements such as concrete structures, drainage systems, guardrails, and precise elevation changes, with specific attention to geological and environmental considerations typical of inland desert regions. The drawings indicate extensive earthwork, with cut/fill calculations, over-excavation plans, and detailed structural reinforcement specifications. The project seems to involve significant infrastructure rehabilitation, with precise engineering drawings showing multiple cross-sections, structural details, and site-specific engineering solutions tailored to the unique geographical and environmental conditions of the Imperial County location.

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Other files

File	Type	Posted
12385_-_Bid_Package_Documents.pdf	PDF	May 23, 2025
12385_-_Project_Manual_Book_I_of_II.pdf	PDF	May 23, 2025
12385_-_Project_Manual_Book_II_of_II.pdf	PDF	May 23, 2025

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12/26/2024 3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger Text Box 03/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

-190

-180

-170

-160

-190

-180

-170

-160

8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00

0.30%

I S

-1

0EXISTING GRADE

NARCISSUS DRAIN

CENTERLINE INVERT GRADE

APPROXIMATE

GRADE SHOWN

STA 8+25, EL -178.18

0% 3.

-1

-2

-1

9+00 10+00 11+00

12+00

13+00

14+00 14+54.44

8.3%

7.9%

-170 -170

-172

-171

-175 -177-176

-174

-175 -177-176

-174-175 -174

-175 -176

-174 -173

-172 -171

-168

-169

-170

-171

-167 -172 -171

-170 -169 -168

-172

-173

2%2.

-167-168-169

R =2

14'

L-4

L-5

C-3

C-4

18'

N 1974930.08 E 6786531.15

N 1974832.40 E 6786739.97

STA 9+13.25, 35' L

STA 9+17.72, 53' L

STA 9+85.47, 36' L

STA 10+86.98, 67' L

STA 13+71.23, 62' L

STA 13+31.76, 34' L

STA 13+40.20, 18' L

STA 14+01.94, 55' L

STA 14+32.71, 45' L

STA 10+60.56, 4' L

STA 11+82.63, 4' L

STA 8+44.43, 72' L

STA 8+40, 54' L

DITCH END

STA 14+54.44,

N 1974825.30 E 6786825.05

-170 -170

-175 -175

-175

-170

-165

-165 -165

-165

-167

-170

ALIGNMENT CURVE TABLE

CURVE NO.

C-3

C-4

029°14'35.50"

027°17'37.85"

RADIUS

200.00'

TANGENT

52.18'

48.56'

LENGTH

102.08'

95.27'

ALIGNMENT LINE TABLE

LINE NO.

L-4

L-5

LENGTH

94.66

89.87

DIRECTION

S57° 56' 23"E

S85° 14' 01"E

P2299021

Sheet of 26

C21-xx

Drawing Number:Department of Fish and Wildlife

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

Facilities Engineering

The Natural Resources Agency

State of California

S. K. Murata

Approval of this plan does not authorize or approve any omission or deviation f rom applicable regulations. Final approval is subject to field inspection.One set of approved plans shall be available on the project site at al l t imes.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

RAMER LAKE REPAIRS

IMPERIAL COUNTY

REGION 6 - INLAND DESERTS

BRYAN PALMA, PE

JANELLE MOYER, PE

PREPARED BY: APPROVED BY:

THE SCOPE OF WORK INVOLVED IN THIS PROJECT IS EXEMPT FROM THE

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

ACCESSIBILITY REQUIREMENTS IN ACCORDANCE WITH TITLE 24, CALIFORNIA

CODE OF REGULATIONS, 2022 CALIFORNIA BUILDING CODE.

W12-2022-001

80'0 40'

SCALE:1"=40'

C H

A 8+

, S

T N

PLAN - STA 8+25 TO STA 13+90

SCALE: 1" = 40'

PROFILE - STA 8+25 TO STA 13+90

HORIZ SCALE: 1" = 40'

VERT SCALE: 1" = 4'

NARCISSUS DRAIN RELOCATION

PLAN AND PROFILE 2

ACCESS ROAD

LEVEE EMBANKMENT

GRADING SEE SHEET 7

TOP OF SLOPE

KEY NOTES: X

DRAIN FILTER NOT

SHOWN FOR CLARITY

SEE DETAIL 4, SHEET 16

DRAIN BEND PROTECTION

SEE DETAIL 6 ON SHEET 16

1. INSTALL 280' GUARDRAIL PER CALTRANS STANDARD

PLANS, DETAIL A77L1

2. 48" RCP, CLASS III PER TRENCH DETAIL 2 ON SHEET 16

3. VEHICULAR ACCESS RAMP PER DETAIL 8 ON SHEET 16

4. NARCISSUS DRAIN HEADWALL PER DETAIL 7 ON SHEET 16

CUT/FILL EARTHWORK SUMMARY TABLE

FROM STA TO STA CUT (CY) FILL (CY) NET (CY)

8+25 14+40 12,255 132 12,123

12/26/2024 3/25/2025

ISSUE DATE: MAY 14, 2025

AutoCAD SHX Text

NO. 65221

AutoCAD SHX Text

EXP. 09-30-25

AutoCAD SHX Text

NO. 59484

AutoCAD SHX Text

EXP. 12-31-25

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

-170

-160

-190

-180

-170

-160

2.00%

3:1

4.95%

18'

2.00%

ACCESS

ROAD

4:1

3:1

4:1

-196 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

Note

FILTERED DRAIN, SEE

DETAIL 4 ON SHEET 16

NARCISSUS DRAIN

CENTERLINE

FINISHED

GRADE, TYP

MATCH EXISTING

GROUND

MITIGATION

BENCH

35'

15' 15'

OVER-EXCAVATION LINE

TOP OF SLOPE

-157.50 L, EL -182.56

TOP OF SLOPE

-183.70 L, EL -179.47±

TOE OF SLOPE

-175.50 L, EL -182.20

TOP OF SLOPE

-108.94 L, EL -178.04

TOE OF SLOPE

-27.36 L, EL -174.00

TOP OF SLOPE

-15.00 L, EL -169.90

TOP OF SLOPE

15.00 R, EL -170.50

TOE OF SLOPE

-144.00 L, EL -187.06

TOE OF SLOPE

-136.00 L, EL -187.06

TOP OF SLOPE

41.80 R, EL -175.20

3:1

LEVEE

EMBANKMENT

CENTERLINE

TOE OF SLOPE

33.80 R, EL -175.20

-190

-180

-170

-160

-190

-180

-170

-160

-210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60

2.00%

3:1 3:1

4.95%

3:1

2.00%

18'

ACCESS

ROAD

4:1

3:1

4:1

FILTERED DRAIN, SEE

DETAIL 4 ON SHEET 16

MATCH EXISTING

GROUND

MITIGATION

BENCH

35' MAX

15' 15'

OVER-EXCAVATION LINE

TOP OF SLOPE

-208.70 L, EL -175.95±

TOP OF SLOPE

-110.26 L, EL -178.10

TOE OF SLOPE

-175.50 L, EL -181.82

TOP OF SLOPE

-157.50 L, EL -182.18

TOP OF SLOPE

-15.00 L, EL -169.90

TOE OF SLOPE

-27.29 L, EL -174.00

TOE OF SLOPE

-144.00 L, EL -186.68

TOE OF SLOPE

-136.00 L, EL -186.68

TOP OF SLOPE

15.00 R, EL -170.50

TOP OF SLOPE

41.80 R, EL -175.20

TOE OF SLOPE

33.80 R, EL -175.20

VEHICULAR

ACCESS

RAMP

3:1

EXISTING

GROUND, TYP

FINISHED

GRADE, TYP

TOP OF SLOPE

-179.10 L, EL -180.55

TOP OF SLOPE

-197.72 L, EL -179.75

-4.31%

18"±

LEVEE

EMBANKMENT

CENTERLINE

NARCISSUS DRAIN

CENTERLINE

P2299021

Sheet of 26

C21-xx

Drawing Number:Department of Fish and Wildlife

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

Facilities Engineering

The Natural Resources Agency

State of California

S. K. Murata

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

RAMER LAKE REPAIRS

IMPERIAL COUNTY

REGION 6 - INLAND DESERTS

BRYAN PALMA, PE

JANELLE MOYER, PE

PREPARED BY: APPROVED BY:

THE SCOPE OF WORK INVOLVED IN THIS PROJECT IS EXEMPT FROM THE

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

ACCESSIBILITY REQUIREMENTS IN ACCORDANCE WITH TITLE 24, CALIFORNIA

CODE OF REGULATIONS, 2022 CALIFORNIA BUILDING CODE.

W12-2022-001

VERT SCALE: 1" = 5'

NARCISSUS DRAIN STA 3+00

HORZ SCALE: 1" = 10'

VERT SCALE: 1" = 5'

NARCISSUS DRAIN STA 4+25

HORZ SCALE: 1" = 10'

SCALE: 1"=10'

10 20 30

CROSS-SECTIONS - FINAL GRADING 1

12/26/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

AutoCAD SHX Text

NO. 65221

AutoCAD SHX Text

EXP. 09-30-25

AutoCAD SHX Text

NO. 59484

AutoCAD SHX Text

EXP. 12-31-25

GGeiger

-170

-160

-190

-180

-170

-160

-220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50

2.00% MATCH EXISTING

GROUND

EXISTING

GROUND, TYP

15' 15'

OVER-EXCAVATION LINE

TOP OF SLOPE

-178.54 L, EL -172.68

TOP OF SLOPE

15.00 L, EL -170.50

TOP OF SLOPE

-15.00 L, EL -169.90

STA -1+44, EL -178.55

STA -1+36, EL -178.55

STA -1+22, EL -172.80

STA -1+58, EL -172.80

EL -174.83

EL -174.77

EL -187.33

EL -189.33

STA -1+40, EL -186.33

STA -1+75.50, EL -173.69

STA -0+41.20, EL -174.00

STA -1+02.01, EL -175.68

STA -1+06.71, EL -175.35

STA -0+25.49, EL -173.40

STA 0+33.80, EL -175.20

STA 0+41.80, EL -175.20

DROP

STRUCTURE

SEE SHEET 19

4:13:1

2.76% 3.86%

FINISHED

GRADE, TYP

LEVEE

EMBANKMENT

CENTERLINE

NARCISSUS DRAIN

CENTERLINE

-180

-170

-160

-180

-170

-160

-230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50

3:1 3:1

3.00%

2.00%

±32'

EXIST ACCESS

ROAD

±3'

4:1

2.00%

18'

ACCESS

ROAD

3:1

FILTERED DRAIN, SEE

DETAIL 4 ON SHEET 16

MATCH EXISTING

GROUND

EXISTING

NARCISSUS DRAINFINISHED GRADE, TYP

EXISTING

GROUND, TYP

15' 15'

TOP OF SLOPE

-184.51 L, EL -166.59±

TOP OF SLOPE

-114.49 L, EL -172.86

TOP OF SLOPE

-15.00 L, EL -169.90 TOP OF SLOPE

15.00 R, EL -170.50TOP OF SLOPE

-149.13 L, EL -172.74

TOE OF SLOPE

-167.12 L, EL -172.38

TOE OF SLOPE

-135.63 L, EL -177.24

TOE OF SLOPE

-127.64 L, EL -177.24

35'

GUARDRAIL

SEE NOTE 1, SHEET 9

LEVEE

EMBANKMENT

CENTERLINE

NARCISSUS DRAIN

CENTERLINE

P2299021

Sheet of 26

C21-xx

Drawing Number:Department of Fish and Wildlife

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

Facilities Engineering

The Natural Resources Agency

State of California

S. K. Murata

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

RAMER LAKE REPAIRS

IMPERIAL COUNTY

REGION 6 - INLAND DESERTS

BRYAN PALMA, PE

JANELLE MOYER, PE

PREPARED BY: APPROVED BY:

THE SCOPE OF WORK INVOLVED IN THIS PROJECT IS EXEMPT FROM THE

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

ACCESSIBILITY REQUIREMENTS IN ACCORDANCE WITH TITLE 24, CALIFORNIA

CODE OF REGULATIONS, 2022 CALIFORNIA BUILDING CODE.

W12-2022-001

SCALE: 1"=10'

10 20 30

NARCISSUS DRAIN STA 5+50

HORZ SCALE: 1" = 10'

VERT SCALE: 1" = 5'

NARCISSUS DRAIN STA 11+40

HORZ SCALE: 1" = 10'

VERT SCALE: 1" = 5'

CROSS-SECTIONS - FINAL GRADING 2

KEY NOTES:

1. SURVEY UNABLE TO CAPTURE BOTTOM OF THE DRAIN,

CONTRACTOR TO NOTIFY ENGINEER IF THE BOTTOM OF

THE DRAIN IS LOWER THAN THE SHOWN EXCAVATION

LIMIT.

12/26/2024 3/25/2025

ISSUE DATE: MAY 14, 2025

AutoCAD SHX Text

NO. 65221

AutoCAD SHX Text

EXP. 09-30-25

AutoCAD SHX Text

NO. 59484

AutoCAD SHX Text

EXP. 12-31-25

GGeiger

-170

-160

-180

-170

-160

-160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50

3:13:1

2.00%

4:1

EXIST ACCESS

ROAD

±13'

2.00%

18'

VEHICULAR

ACCESS

RAMP

3:1

FILTERED DRAIN, SEE

DETAIL 4 ON SHEET 16

MATCH EXISTING

GROUND

EXISTING

GROUND, TYP

FINISHED GRADE,

TYP EXISTING

NARCISSUS

DRAIN

15' 15'

TOP OF SLOPE

15.00 R, EL -170.50

TOP OF SLOPE

-15.00 L, EL -169.90TOP OF SLOPE

-96.41 L, EL -165.66±

TOP OF SLOPE

-68.94 L, EL -170.40

TOE OF SLOPE

-87.42 L, EL -169.33

TOE OF SLOPE

-46.75 L, EL -176.54

TOE OF SLOPE

-38.71 L, EL -176.54

TOP OF SLOPE

-60.27 L, EL -172.04

TOP OF SLOPE

-25.21 L, EL -172.04

TOP OF SLOPE

-60.94 L, EL -172.00

TOP OF SLOPE

-24.16 L, EL -172.00

LEVEE

EMBANKMENT

CENTERLINE

NARCISSUS DRAIN

CENTERLINE

-190

-180

-170

-190

-180

-170

-180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90

3:1

2.00% 3:1

EXISTING

GROUND,

TYP

FINISHED

GRADE, TYP

3:1

18'

FILTERED DRAIN, SEE

DETAIL 4 ON SHEET 16

15' 15'

2.00%

OVER-EXCAVATION LINE

3:1 MATCH EXISTING

GROUND

EXISTING GROUND, TYP.

TOE OF SLOPE

-169.62 R, EL -178.60

TOE OF SLOPE

-157.20 R, EL -182.74

TOE OF SLOPE

-125.70 R, EL -187.60

TOE OF SLOPE

-117.70 R, EL -187.60

TOE OF SLOPE

-85.23 R, EL -176.77

TOE OF SLOPE

-27.29 R, EL -174.00

TOP OF SLOPE

-15.00 R, EL -169.90 TOP OF SLOPE

15.00 R, EL -170.50

TOE OF SLOPE

-139.20 R, EL -183.10

2.00%

ACCESS

ROAD

4.34%

4.90%

NARCISSUS DRAIN

CENTERLINE

LEVEE

EMBANKMENT

CENTERLINE

-190

-180

-170

-190

-180

-170

-230 -220 -210 -200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

PROPOSED

GROUND, TYP

STA -1+40, EL -186.37

EXISTING

GROUND, TYP

15' 15'

STA -1+80.93, EL -174.34

STA -1+07.08, EL -175.97

TOP OF SLOPE

15.00 R, EL -170.50

TOP OF SLOPE

-15.00 R, EL -169.90

TOE OF SLOPE

-27.30 R, EL -174.00

OVER-EXCAVATION LINE

MATCH EXISTING

GROUND

3:1

2.00%

4:1 8'

TOE OF SLOPE

33.80 R, EL -175.20

TOE OF SLOPE

41.80 R, EL -175.20

MATCH EXISTING GROUND

2.47%

LEVEE

EMBANKMENT

CENTERLINE

P2299021

Sheet of 26

C21-xx

Drawing Number:Department of Fish and Wildlife

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

Facilities Engineering

The Natural Resources Agency

State of California

S. K. Murata

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERSAPPROVED

CHIEF ENGINEER DATE

RAMER LAKE REPAIRS

IMPERIAL COUNTY

REGION 6 - INLAND DESERTS

BRYAN PALMA, PE

JANELLE MOYER, PE

PREPARED BY: APPROVED BY:

THE SCOPE OF WORK INVOLVED IN THIS PROJECT IS EXEMPT FROM THE

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

ACCESSIBILITY REQUIREMENTS IN ACCORDANCE WITH TITLE 24, CALIFORNIA

CODE OF REGULATIONS, 2022 CALIFORNIA BUILDING CODE.

W12-2022-001

VERT SCALE: 1" = 5'

NARCISSUS DRAIN STA 12+00

HORZ SCALE: 1" = 10'

SCALE: 1"=10'

10 20 30

CROSS-SECTIONS - FINAL GRADING 3

VERT SCALE: 1" = 5'

NARCISSUS DRAIN STA 1+50

HORZ SCALE: 1" = 10'

VERT SCALE: 1" = 5'

NARCISSUS DRAIN STA 5+25

HORZ SCALE: 1" = 10'

KEY NOTES:

1. SURVEY UNABLE TO CAPTURE BOTTOM OF THE DRAIN,

CONTRACTOR TO NOTIFY ENGINEER IF THE BOTTOM OF

THE DRAIN IS LOWER THAN THE SHOWN EXCAVATION

LIMIT.

12/26/2024 3/25/2025

ISSUE DATE: MAY 14, 2025

AutoCAD SHX Text

NO. 65221

AutoCAD SHX Text

EXP. 09-30-25

AutoCAD SHX Text

NO. 59484

AutoCAD SHX Text

EXP. 12-31-25

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

ISSUE DATE: MAY 14, 2025

GGeiger

Department of Fish and Wildlife

ACCESS COMPLIANCE:

APPROVED:

DESIGNED & DRAWN:

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CHIEF ENGINEER DATE

PREPARED BY: APPROVED BY:

THE SCOPE OF WORK INVOLVED IN THIS PROJECT IS EXEMPT FROM THE

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

ACCESSIBILITY REQUIREMENTS IN ACCORDANCE WITH TITLE 24, CALIFORNIA

CODE OF REGULATIONS, 2022 CALIFORNIA BUILDING CODE.

W12-2022-001

GENERAL NOTES:

1. DIMENSIONS, ELEVATIONS, AND DETAILS OF EXISTING CONSTRUCTION

ARE BASED ON HISTORICAL DRAWINGS AND FIELD MEASUREMENTS. THE

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONAL AND DETAIL

INFORMATION FOR EXISTING STRUCTURES SHOWN ON THE DRAWINGS

PRIOR TO DETAILING, FABRICATION, AND CONSTRUCTION. ANY

DEVIATIONS FROM WHAT IS NOTED ON THE DRAWINGS SHALL BE

REPORTED IN WRITING TO THE ENGINEER.

2. SHOP DRAWINGS SHALL BE PREPARED BASED ON INFORMATION FIELD

VERIFIED BY THE CONTRACTOR AND DRAWINGS RELEASED FOR

CONSTRUCTION BY THE ENGINEER. SHOP DRAWINGS PREPARED USING

UNVERIFIED INFORMATION AND/OR DRAWINGS NOT RELEASED FOR

CONSTRUCTION MAY BE RETURNED WITHOUT REVIEW.

3. IN THE CASE OF CONFLICTS BETWEEN THE SPECIFICATIONS, THE

DRAWINGS, AND/OR VENDOR DRAWINGS, THE ENGINEER SHALL BE

NOTIFIED IN WRITING TO RESOLVE THE DISCREPANCY PRIOR TO

PROCEEDING WITH DETAILING, FABRICATION, OR CONSTRUCTION.

4. IF DEVIATIONS TO THE “APPROVED FOR CONSTRUCTION” DESIGN

DRAWINGS AND/OR “RELEASED FOR PRODUCTION” FABRICATION

DRAWINGS ARE NECESSARY DUE TO INTERFERENCES, FABRICATION

ERRORS, DISCOVERED CONDITIONS, OR OTHER CAUSES, THE ENGINEER

SHALL BE NOTIFIED IN WRITING. THE CONTRACTOR SHALL SUBMIT

PROPOSED CHANGES TO THE ENGINEER FOR REVIEW PRIOR TO MAKING

CHANGES. CHANGES MADE WITHOUT ENGINEER CONCURRENCE SHALL

BE SUBJECT TO REWORK AT NO COST TO THE OWNER.

5. THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS IN SUCH A

MANNER AS NOT TO INTERFERE WITH ACCESS TO OR OPERATIONS OF

OTHER PROJECT FACILITIES.

CONCRETE NOTES:

1. ALL CONCRETE WORK, INCLUDING BATCHING, MIXING, TRANSPORTING,

PLACING, FINISHING, CURING, AND REPAIR SHALL CONFORM TO THE

REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND TO THE

FOLLOWING REQUIREMENTS:

2. 4" SLUMP BEFORE ADDITION OF SUPER PLASTICIZER TO 8" MAXIMUM WITH

ADDITION OF SUPER PLASTICIZER

3. CONCRETE MIX PROPORTIONS SHALL BE DEVELOPED IN ACCORDANCE

WITH ACI 301 AND SHALL BE SUBMITTED TO THE ENGINEER AND APPROVED

PRIOR TO ANY PLACEMENT.

4. PORTLAND CEMENT FOR CONCRETE SHALL BE TYPE II CONFORMING TO

ASTM C150 UNLESS OTHERWISE APPROVED BY THE ENGINEER.

5. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 AND SHALL HAVE A

MINIMUM OF 3 INCH CLEAR. COVER UNLESS OTHERWISE NOTED. ALL

REINFORCING FABRICATION SHALL CONFORM TO THE CRSI “MANUAL OF

STANDARD PRACTICE” AND ACI 315. (DETAILING MANUAL.)

6. CONCRETE FINISHING REQUIREMENTS AND FINISH OF FORMED SURFACES:

a. THE CLASSES OF FINISH FOR FORMED CONCRETE SURFACES ARE

DESIGNATED BY USE OF SYMBOLS F1 AND F2.

b. NO SACK RUBBING OR SANDBLASTING EXCEPT AT VERTICAL

CONSTRUCTION JOINTS WILL BE REQUIRED ON FORMED SURFACES.

c. NO GRINDING OR RUBBING WILL BE REQUIRED ON FORMED SURFACES

OTHER THAN THAT NECESSARY FOR REPAIR OF SURFACE

IMPERFECTIONS.

d. THE CLASSES OF FINISH SHALL APPLY AS FOLLOWS:

F1. FINISH F1 APPLIES TO FORMED SURFACES UPON OR AGAINST

WHICH BACKFILL OR CONCRETE IS TO BE PLACED. THESE SURFACES

REQUIRE NO TREATMENT AFTER FORM REMOVAL EXCEPT REMOVAL

AND REPAIR OF DEFECTIVE CONCRETE AND THE SPECIFIED CURING.

CORRECTION OF SURFACE IRREGULARITIES WILL BE REQUIRED FOR

DEPRESSIONS ONLY AND ONLY FOR THOSE THAT EXCEED ONE INCH.

F2. FINISH F2 APPLIES TO ALL FORMED SURFACES NOT PERMANENTLY

CONCEALED BY BACKFILL OR CONCRETE, OR NOT REQUIRED TO

RECEIVE FINISHES AND SHALL INCLUDE FORMED SURFACES FOR

WHICH F2 FINISH IS SPECIFIED ON THE DRAWINGS. SURFACES FOR

WHICH FINISH F2 IS SPECIFIED WILL NEED NO FILLING OF PITS OR SACK

RUBBING AND NO GRINDING OTHER THAN THAT NEEDED FOR REPAIR

OF SURFACE IMPERFECTIONS. SURFACE IRREGULARITIES SHALL NOT

EXCEED ONE-FOURTH OF AN INCH FOR ABRUPT IRREGULARITIES AND

ONE-HALF OF AN INCH FOR GRADUAL IRREGULARITIES.

7. CONTRACTOR SHALL ROUGHEN EXISTING CONCRETE SURFACE TO A

MINIMUM 1/4" AMPLITUDE PRIOR TO PLACING ADJACENT CONCRETE.

8. CHAMFER ALL EXPOSED CORNERS 3/4 INCH.

9. CONCRETE TO BE NORMAL WEIGHT READY MIXED CONCRETE CONFORMING

TO ASTM C94. READY MIXED CONCRETE BATCH PLANT TO BE CERTIFIED BY

NRMCA.

10. CONCRETE MIX DESIGN SUBMITTAL TO INCLUDE: SIEVE ANALYSIS AND

SOURCE OF FINE AND COURSE AGGREGATES, TEST FOR AGGREGATE

ORGANIC IMPURITIES, TEST FOR DELETERIOUS AGGREGATE PER ASTM

C1293, PROPORTIONING OF ALL MATERIALS, MILL CERTIFICATE FOR

CEMENT, TYPE OF FLY ASH WITH CERTIFICATE OF CONFORMANCE TO

REQUIREMENTS, SLUMP, AIR CONTENT, AND 28-DAY CYLINDER

COMPRESSIVE TEST RESULTS OF TRIAL MIXES AS INDICATED BELOW. FOR

PROPOSED ADMIXTURES SUBMIT BRAND, TYPE, ASTM DESIGNATION, AND

QUANTITY OF EACH ADMIXTURE PROPOSED FOR USE. CONCRETE MIX

DESIGN SHALL BE STAMPED BY A LICENSED CALIFORNIA CIVIL ENGINEER.

11. SUBMIT REINFORCING STEEL SHOP DRAWINGS THAT SHOW GRADE, SIZE,

NUMBER, CONFIGURATION, SPACING, LOCATION, AND ALL FABRICATION

AND PLACEMENT DETAILS. SHOP DRAWINGS TO HAVE SUFFICIENT DETAIL

TO PERMIT INSTALLATION OF REINFORCING WITHOUT HAVING TO MAKE

REFERENCE TO CONTRACT DRAWINGS. OBTAIN APPROVAL OF SHOP

DRAWINGS BY ENGINEER BEFORE FABRICATION.

12. SUBMIT STRENGTH TEST RESULTS OF IN PLACE CONCRETE INCLUDING

SLUMP, AIR CONTENT, AND CONCRETE TEMPERATURE. TESTING

FREQUENCY IS ONCE PER 100 CUBIC YARD OR EACH DAY OF POUR,

WHICHEVER IS MORE FREQUENT, AS PROVIDED IN CA DOT SPEC SECTION

90-1.01D(10)(B)(IV) QUALITY CONTROL TESTING FREQUENCIES.

13. PREPARE A DELIVERY TICKET FOR EACH LOAD FOR READY-MIXED

CONCRETE. THE TICKET IS TO SHOW MIX IDENTIFICATION MARK, QUANTITY

DELIVERED, AMOUNT OF EACH MATERIAL IN BATCH, OUTDOOR TEMP IN THE

SHADE, TIME AT WHICH CEMENT WAS ADDED, NUMERICAL SEQUENCE OF

THE DELIVERY, AMOUNT OF WATER ADDED.

14. MIX WATER TO BE POTABLE, CLEAN, FREE OF OILS, ACIDS, AND ORGANIC

MATTER.

15. AGGREGATES TO BE PER ASTM C33, EXCEPT AS MODIFIED BY THE

FOLLOWING. FINE AGGREGATES TO BE CLEAN NATURAL SAND. NO

MANUFACTURED OR ARTIFICIAL SAND.COARSE AGGREGATE TO BE

CRUSHED ROCK, NATURAL GRAVEL, OR OTHER INERT GRANULAR

MATERIAL. MAXIMUM AMOUNT OF CLAY OR SHALE PARTICLES: 1%.

16. AIR CONTENT IS TO BE MEASURED IN ACCORDANCE WITH ASTM C231, ASTM

C173, OR ASTM C138.

17. SLUMP TO BE DETERMINED PER ASTM C143 AND MEASURED AT POINT OF

DISCHARGE OF THE CONCRETE INTO THE CONCRETE CONSTRUCTION

SLUMP MAY BE ADJUSTED IN THE FIELD THROUGH THE USE OF WATER

REDUCERS. COORDINATE DOSAGE AND MIXING REQUIREMENTS WITH

CONCRETE SUPPLIER.

18. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND ERECTION OF

FORMWORK. FORMWORK IS TO BE CONSTRUCTED SO THAT CONCRETE

MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, SHAPE, ALIGNMENT,

ELEVATION, AND POSITION. ALLOWABLE TOLERANCES TO BE PER THE

REQUIREMENTS OF ACI 347.

19. CLEAN AND ADJUST FORMS PRIOR TO CONCRETE PLACEMENT.

20. POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST

DISPLACEMENT. LOCATE AND SUPPORT REINFORCEMENT WITH CHAIRS,

RUNNERS, BOLSTERS, SPACERS, AND HANGERS, AS REQUIRED. SET AND

BUILD IN ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED

FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY CONCRETE.

21. DO NOT WELD REINFORCING BARS.

22. PLACE CONCRETE IN COMPLIANCE WITH ACI 304R AND ACI 304.2R. PLACE IN

A CONTINUOUS OPERATION WITHIN PLANNED JOINTS, SECTIONS, OR

MEMBERS, AND IN SUCH A WAY THAT PREVENTS AGGREGATE

SEGREGATION. DO NOT ALLOW CONCRETE TO FALL MORE THAN 4 FEET.

23. CONSOLIDATE ALL CONCRETE USING MECHANICAL VIBRATORS

SUPPLEMENTED WITH HAND RODDING AND TAMPING, SO THAT CONCRETE

IS WORKED AROUND REINFORCEMENT AND EMBEDDED ITEMS INTO ALL

PARTS OF FORMS.

24. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED STRENGTH

DUE TO WEATHER EXTREMES. IN COLD WEATHER APPLY ACI 306.1 EXCEPT

AS MODIFIED HEREIN. DO NOT PLACE CONCRETE ON FROZEN GROUND OR

IN CONTACT WITH FORMS OR REINFORCING BARS COATED WITH FROST,

ICE, OR SNOW. DO NOT PLACE HEATED CONCRETE THAT IS WARMER THAN

80 DEGREES F (FAHRENHEIT) IF FREEZING TEMPERATURES ARE EXPECTED

DURING CURING, MAINTAIN THE CONCRETE TEMPERATURE AT OR ABOVE 50

DEGREES F FOR SEVEN DAYS OR 70 DEGREES F FOR 3 DAYS. DO NOT

ALLOW CONCRETE TO COOL SUDDENLY.

25. IN HOT WEATHER APPLY ACI 305.1 EXCEPT AS MODIFIED HEREIN. AT AIR

TEMPERATURES OF 90 DEGREES F AND ABOVE, KEEP CONCRETE AS COOL

AS POSSIBLE DURING PLACEMENT AND CURING. DO NOT ALLOW CONCRETE

TEMPERATURE TO EXCEED 90 DEGREES AT PLACEMENT. DO NOT PLACE

CONCRETE WHEN THE ACTUAL OR ANTICIPATED EVAPORATION RATE

EQUALS OR EXCEEDS 0.2 POUNDS/SF/HR AS DETERMINED FROM ACI 305.1,

FIGURE 2.1.5.

26. BEGIN CURING CONCRETE AS SOON AS FREE WATER HAS DISAPPEARED

FROM EXPOSED SURFACES, CURE CONCRETE BY USE OF MOISTURE

RETAINING COVER, BURLAP KEPT CONTINUOUSLY WET OR BY MEMBRANE

CURING COMPOUND. PROVIDE CURING FOR MINIMUM OF 14 DAYS.

27. LEAVE FORMS AND SHORING USED TO SUPPORT CONCRETE UNTIL IT HAS

REACHED ITS SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

28. QA TESTING TO BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. QA

TESTING TO CONSIST OF SLUMP, AIR CONTENT, TEMPERATURE, AND

COMPRESSIVE STRENGTH CYLINDERS PER ASTM C31, ASTM C39, ASTM

C143, ASTM C172, ASTM C231, AND ASTM C1064. MAKE 4 CYLINDERS FOR

EACH CONCRETE PLACEMENT. TEST 1 CYLINDER @ 7 DAYS, 2 @ 28 DAYS,

AND HOLD 1 IN RESERVE.

GROUT NOTES:

1. GROUT SHALL BE FIVE-STAR HIGH PERFORMANCE NON-SHRINK GROUT

WITH MINIMUM COMPRESSIVE STRENGTH AT THE END OF 28 DAYS OF 5,000

PSI MINIMUM WITH WATER CONSISTENT WITH PLACING REQUIREMENTS.

NON-SHRINK GROUT SHALL MEET THE PERFORMANCE REQUIREMENT OF

ASTM C1107.

2. WATER: WATER FOR MIXING OF GROUT SHALL BE CLEAN AND FREE OF OIL,

ACIDS, ORGANIC MATERIALS, ALKALIES AND OTHER SALTS. WATER SHALL

HAVE A PH OF 7.0 TO 9.0.

3. MIX GROUT IN PROPORTIONS AND ACCORDING TO THE PROCEDURES

RECOMMENDED BY THE MANUFACTURER FOR A FLOWABLE GROUT MIX

UNLESS OTHERWISE SPECIFIED.

4. THE AMBIENT TEMPERATURE OF GROUT AND SUBSTRATE MATERIALS

SHALL BE WITHIN THE RANGE REQUIRED PER THE GROUT

MANUFACTURER'S RECOMMENDATIONS.

5. ALL SURFACES SHALL BE CLEANED TO REMOVE ANY FOREIGN MATTER

LIKELY TO AFFECT THE BOND OR PERFORMANCE OF GROUT.

6. PRIOR TO PLACING GROUT, ALL SURFACES SHALL BE SATURATED WITH

CLEAN WATER PER THE GROUT MANUFACTURER'S RECOMMENDATIONS.

7. STORE, HANDLE AND PLACE IN ACCORDANCE WITH THE

RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE FOR

CEMENT AND CEMENT PRODUCTS, AND MANUFACTURER'S

RECOMMENDATIONS.

8. DO NOT STORE PACKAGES OF GROUT IN CONTACT WITH THE GROUND FOR

ANY EXTENDED LENGTH OF TIME AND KEEP AWAY FROM ALL MOIST AND

HIGH HUMIDITY AREA.

POST-INSTALLED ANCHOR AND DOWEL NOTES:

1. POST-INSTALLED THREADED ANCHORS SHALL BE SS HILTI KWIK BOLT TZ2

ANCHORS (ICC-ES EVALUATION REPORT NO. ESR-4266) AND THE

INSTALLATION SHALL COMPLY WITH THE MPII REGARDING THE DRILLING

METHODS, HOLE DIAMETERS, AND CLEANING REQUIREMENTS, ANCHOR

INSTALLATION AND ANY OTHER REQUIREMENTS FOR THE DIAMETER AND

LENGTH OF ANCHOR EMBEDMENT SPECIFIED ON THE DRAWINGS.

2. ALL FIELD PERSONNEL INVOLVED WITH DRILLING, CLEANING, AND

INSTALLATION OF ANCHORS SHALL BE TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE, OR AN EQUIVALENT PROGRAM ACCEPTABLE TO THE

OWNER.

3. IF UNSOUND CONCRETE, AS DETERMINED BY THE OWNER, IS

ENCOUNTERED PRIOR TO OR DURING ANCHOR OR DOWEL INSTALLATION,

NOTIFY THE ENGINEER IMMEDIATELY.

4. INSPECTION REQUIREMENTS FOR POST-INSTALLED ANCHORS ARE

PROVIDED IN CA DOT SPEC SECTION 75-3.02C ANCHOR DEVICES.

F'c (PSI) AGE (DAYS)

284000

SLUMP

(IN)

MAX COARSE

AGGREGATE

SIZE (IN)

1-1/2 6±1

AIRMIN STRENGTH

TYPE

SEE NOTE 2NORMAL

MAX WATER

0.45

STRUCTURAL STEEL NOTES:

1. ALL STRUCTURAL STEEL WORK IS TO BE IN ACCORDANCE WITH THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD

PRACTICE FOR BUILDINGS AND BRIDGES, AS WELL AS THESE DRAWINGS, AND

THE PROJECT SPECIFICATIONS.

2. MATERIALS

ROLLED WIDE FLANGE SHAPES: ASTM A992

OTHER ROLLED SHAPES, PLATES, AND BARS ASTM A36

ROUND AND SQUARE HSS: ASTM A500 GR. B

STRUCTURAL STEEL PIPE: ASTM A53 GR. B

HIGH STRENGTH BOLTS: ASTM A325, GALVANIZED

THREADED ANCHOR RODS: ASTM F1554 GR. 36, GALVANIZED

STAINLESS STEEL PLATE: ASTM A240, TYPE 304

WELD ELECTRODE E70XX

3. ALL CARBON STEEL IS TO BE GALVANIZED IN ACCORDANCE WITH ASTM A123.

4. ALL WELDING OF CARBON STEEL SHALL BE IN ACCORDANCE WITH AMERICAN

WELDING SOCIETY (AWS) D1.1 (LATEST EDITION). ALL WELDING OF STAINLESS

STEEL SHALL BE IN ACCORDANCE WITH AWS D1.6 (LATEST EDITION).

TIMBER NOTES:

1. TIMBER STOPLOGS SHALL BE FABRICATED FROM NO. 2 PRESSURE TREATED

SOUTHERN PINE. MATERIAL SHALL BE TREATED TO THE REQUIREMENTS FOR

A GROUND CONTACT/FRESH WATER, GENERAL USE SERVICE CONDITION

(UC4A) IN ACCORDANCE WITH AWPA STANDARDS U1 OR ICC-ES EVALUATION

REPORTS.

STRUCTURAL ABBREVIATIONS:

ACI - AMERICAN CONCRETE INSTITUTE

AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS - AMERICAN WELDING SOCIETY/ AMERICAN WOOD COUNCIL

AWPA - AMERICAN WOOD PROTECTION AGENCY

BOF - BOTTOM OF FOOTING

CA DOT - CALIFORNIA DEPARTMENT OF TRANSPORTATION

CBS - CALIFORNIA BUILDING CODE

CJ - CONSTRUCTION JOINT

CLR - CLEAR

GIR - GEOTECHNICAL INVESTIGATION REPORT

ICC-ES - INTERNATIONAL CODE COUNCIL - EVALUATION SERVICE

PSI - POUNDS PER SQUARE INCH

IN - INCH

SF - SQUARE FOOT

HR - HOUR

SC - SCHEDUEL

SS - STAINLESS STEEL

TOC - TOP OF CONCRETE

TOF - TOP OF FOOTING

STRUCTURAL NOTES

DESIGN CRITERIA NOTES:

1. DESIGN REFERENCES:

· AMERICAN CONCRETE INSTITUTE (ACI). ACI 318-19. BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE. 2019.

· AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE). ASCE 7-22. MINIMUM

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 2022.

· AMERICAN WOOD COUNCIL (AWS). NATIONAL DESIGN SPECIFICATION FOR

WOOD CONSTRUCTION. 2018.

· CALIFORNIA BUILDING STANDARDS COMMISSION (CBSC). 2022 CALIFORNIA

BUILDING CODE (CBC). 2022.

2. ALLOWABLE BEARING PRESSURES FOR FOUNDATION DESIGN PROVIDED

PER THE GEOTECHNICAL INVESTIGATION REPORT (GIR) PREPARED BY HDR

DATED MAY 19, 2023:

· 1,600 PSF FOR DEAD LOADS (BASED ON FACTOR OF SAFETY OF 3.0)

· 1,920 PSF FOR DEAD LOADS PLUS LIVE LOADS (BASED ON FACTOR OF

SAFETY OF 2.5)

· 2,400 PSF FOR TOTAL LOADS INCLUDING WIND AND SEISMIC (BASED ON

FACTOR OF SAFETY OF 2.0)

3. BUOYANT UPLIFT:

PER THE GIR, AN AVERAGE SERVICE UPLIFT PRESSURE OF 500 PSF WILL BE

CONSIDERED, AND A TOTAL SOIL UNIT WEIGHT OF 120 PCF WILL BE USED IN

EVALUATING UPLIFT RESISTANCE.

4. SEISMIC LOADING:

THE SEISMIC PARAMETERS TO BE USED FOR THE DESIGN WERE PROVIDED

IN THE GIR AND ARE SUMMARIZED IN TABLE 1.

1. IN ACCORDANCE WITH EXCEPTION NO. 3 IN ASCE 7-16, SECTION 11.4.8

(SITE-SPECIFIC GROUND MOTION PROCEDURES), THE SEISMIC DESIGN

PARAMETERS IN THIS TABLE CAN ONLY BE USED WHEN THE FUNDAMENTAL

STRUCTURE PERIOD (T) IS LESS THAN OR EQUAL TO TS AND THE

EQUIVALENT STATIC FORCE PROCEDURE IS USED. IF THESE CRITERIA ARE

NOT MET, THEN SITE-SPECIFIC GROUND MOTION PROCEDURES SHALL BE

PERFORMED.

2. THE SITE IS LOCATED AT: LATITUDE: 33.0836 DEGREES, LONGITUDE:

-115.51734 DEGREES.

3. THE MCER IS THE RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE.

4. THE MCEG IS THE GEOMETRIC MEAN MAXIMUM CONSIDERED EARTHQUAKE.

PARAMETER/COEFFICIENT DESCRIPTION PARAMETER/COEFFICIENT VALUE

MAPPED MCE SPECTRAL

RESPONSE ACCELERATION

PARAMETER AT SHORT PERIODS

R Ss 1.50g

MAPPED MCE SPECTRAL RESPONSE

ACCELERATION PARAMETER AT

PERIOD OF 1 SECOND

R S1 0.60g

SITE CLASSIFICATION

(BASED ON SOIL CONDITIONS)

SITE CLASS E

SHORT-PERIOD SITE

AMPLIFICATION COEFFICIENT

F a 1.2

LONG-PERIOD SITE

AMPLIFICATION COEFFICIENT

F v 1.2

SMS 1.80g

TABLE 1. ASCE 7-16/2022 CBC SEISMIC DESIGN PARAMETERS

MCE SPECTRAL DESIGN

PARAMETERS ADJUSTED

FOR SITE CLASS

[3]

SM1 1.20g

DESIGN SPECTRAL

ACCELERATION PARAMETERS

SDS

SD1 0.80g

1.20g

SEISMIC DESIGN CATEGORY FOR RISK

CATEGORY III

PERIOD DEFINED BY THE

RATIO S / S

0.67s

D1 DS

LONG-PERIOD TRANSITION 8sTL

MCE PEAK GROUND ACCELERATION

ADJUSTED FOR SITE CLASS

PGA M 0.60gG [4]

MCE , 5% DAMPED SPECTRAL

RESPONSE ACCELERATOIN PARAMETER

AT SHORT PERIOD ADJUSTED FOR SITE

CLASS

CALIFORNIA STATE FIRE MARSHAL

CALIFORNIA STATE FIRE MARSHALN

O T A

P P L

A B L E

Approval of this plan does not authorize or approve anyApproval of this plan does not authorize or approve any omission or deviation f rom applicable regulations. Finalomission or deviation f rom applicable regulations. Final approval is subject to field inspection.One set of approvedapproval is subject to field inspection.One set of approved plans shall be available on the project site at all times.plans shall be available on the project site at all times.

CALIFORNIA STATE FIRE MARSHALCALIFORNIA STATE FIRE MARSHAL

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

N O T A

P P L

A B L E

IDENTIFICATION STAMPIDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECTDIV. OF THE STATE ARCHITECT

AC FLS SSAC FLS SS

N O T A

P P L

A B L E

N O T A

P P L

A B L E

N O T A

P P L

A B L E

7/3/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger

4'-0" 4'-0"

TYP1'-6"

GUARDRAIL, TYP

4'-0"

CUTOFF WALL 9

2'-0"

CULVERT HEADWALL

4'-0" 2'-0"

18'-0" 18'-0"

S T

4'-0"

CLNARCISSUS

DRAIN

PLAN AT TOC EL -172.8

DROP STRUCTURE CONCRETE OUTLINE

SCALE: 3/8"=1'-0"

4'-0"

SLOPE

F A

C E

F L

A S

H B

O A

R D

W E

TIMBER FLASHBOARD WEIR

EL -176.05

STILLING

BASIN

WALKWAY TOC

EL -172.8

SLOPE

DRAIN INVERT

WALKWAY

DRAIN SIDE SLOPE

SEE TYPICAL DRAIN SECTION

SHEET 16

CL CULVERT

1'-0"

TYP

FLOW

ROAD CROSSING

SEE SHEET 6

NARCISSUS DRAIN

TOP OF SLOPE

3:13:1

A C

C E

S S

R O

A D

S E

E S

H E

E T

SLOPE

NARCISSUS DRAIN

TOP OF SLOPE

135°2

48" RCP

WALKWAY DETAIL

SCALE: 3/4"=1'-0"

WALKWAY TOC

EL -172.8

CL NARCISSUS

DRAIN

8'-0"10" 10"

1/2"

TYP

T Y

C L R

T Y

P T

Y P

T Y

P approval is subject to field inspection.One set of approved plans shall be available on the project site at all times.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

DROP STRUCTURE - PLAN

POST TO CONCRETE

GUARDRAIL

GUARDRAIL RETURN

NOTES:

1. FOR GENERAL NOTES AND MATERIAL NOTES

SEE SHEET 18.

LEGEND:

22 0 4

SCALE: 3/8"=1'-0"

11 0 2

SCALE: 3/4"=1'-0"

CALIFORNIA STATE FIRE MARSHAL

CALIFORNIA STATE FIRE MARSHALN

O T A

P P L

A B L E

CALIFORNIA STATE FIRE MARSHALCALIFORNIA STATE FIRE MARSHAL

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

N O T A

P P L

A B L E

IDENTIFICATION STAMPIDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECTDIV. OF THE STATE ARCHITECT

AC FLS SSAC FLS SS

N O T A

P P L

A B L E

N O T A

P P L

A B L E

N O T A

P P L

A B L E

7/3/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger

18'-0" 18'-0"

2'-0" 2'-0"4'-0"4'-0"

C L R

#8@8" EF

TYP

CUT VERTICAL & HORIZONTAL

REINFORCEMENT AT PIPE PENETRATION.

HORIZONTAL REINFORCEMENT SIMILAR

NOT SHOWN FOR CLARITY

E F

#8@8" T&B

SECTION

SCALE: 1/2"=1'-0"

DROP STRUCTURE

TOC

EL -172.8

CONSTRUCTION JOINT

EL -178.55

#5@8"

TIE TO #8 VERT, TYP

INV EL -186.33

4' -0

" D

TOF

EL -187.33

BOF

EL -189.33

EL -191.33

OVER EXCAVATE TO EL -191.33 AND REPLACE

WITH 24" LAYER OF ENGINEERED FILL, SEE NOTE 3

ADD (2) #5 BARS

DIAGONALLY, EF EW,

AS SHOWN

STRUCTURAL

BACKFILL

ADD (2) BARS EACH SIDE EACH FACE

#8 VERTICAL

#6 HORIZONTAL

E F

C L R

3" CLR 4" CLR 3" CLR4" CLR

STRUCTURAL

BACKFILL

APPROXIMATE ROAD CROSSING

GRADING BACKFILL PROFILE AGAINST

WEST SIDE OF WALL (BEYOND)FINISH F1

FINISH F1

ACCESS ROAD

FINISHED GRADE

EL -175.1FINISHED GRADE

EL -175.22

FINISHED GRADE

GUARDRAIL (BEYOND)

VERTICAL REINFORCEMENT IN

CULVERT HEADWALL WALL (BEYOND)

#8@8" EF

TYP

WATERSTOP TYP

HYDROPHILIC WATERSTOP

ALL AROUND

L A

P S

P L

E T

Y P

S E

E N

O T

3" C

GUARDRAIL

1/3

FOR REINFORCING

AND COVER SEE

PLAN AND SECTION

1/31/3

3/4" CHAMFER

TYP

WALL CONSTRUCTION JOINT DETAIL

SCALE: 1 1/2"=1'-0"

CLR CLR

WATERSTOP TYP

1/31/31/3

WALL TO WALL CONSTRUCTION JOINT SECTION

SCALE: 1 1/2"=1'-0"

C L R

CLR

#8@8

#6@8

FOR REINFORCING

AND COVER SEE

PLAN AND SECTION

CLR

F O

R R

F O

R C

A N

D C

O V

E R

S E

P L A

N A

N D

S E

C T

L A

P S

P L

S E

E N

O T

#6@8

WATERSTOP TYP

approval is subject to field inspection.One set of approved plans shall be available on the project site at all times.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

DROP STRUCTURE - SECTION A

NOTES:

1. FOR GENERAL NOTES AND MATERIAL NOTES SEE

SHEET 18.

2. WALL BAR SPLICE LENGTH FOR #8 BAR SHALL BE

96" AND #6 BAR SHALL BE 60".

3. ENGINEERED FILL SHALL BE PLACED AND

COMPACTED IN ACCORDANCE WITH SECTION 6.2

OF THE GEOTECHNICAL INVESTIGATION REPORT.

22 0 4

SCALE: 1/2"=1'-0"

CALIFORNIA STATE FIRE MARSHAL

CALIFORNIA STATE FIRE MARSHALN

O T A

P P L

A B L E

CALIFORNIA STATE FIRE MARSHALCALIFORNIA STATE FIRE MARSHAL

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

N O T A

P P L

A B L E

IDENTIFICATION STAMPIDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECTDIV. OF THE STATE ARCHITECT

AC FLS SSAC FLS SS

N O T A

P P L

A B L E

N O T A

P P L

A B L E

N O T A

P P L

A B L E

7/3/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger

C L

R C

L R

F O

R R

F O

R C

A N

D C

O V

E R

S E

P L

A N

D S

E C

CLR

FOR REINFORCING

AND COVER SEE

PLAN AND SECTION

CLR

WALL TO WALL CONSTRUCTION JOINT SECTION

SCALE: 1 1/2"=1'-0"

1/31/31/3

#6@8

#8@8

WATERSTOP TYP

L A

P S

P L

S E

E N

O T

L A

P S

P L

S E

E N

O T

1/3

FOR REINFORCING

AND COVER SEE

PLAN AND SECTION

1/31/3

3/4" CHAMFER

TYP

WALL CONSTRUCTION JOINT DETAIL

SCALE: 1 1/2"=1'-0"

CLR CLR

WATERSTOP TYP

18'-0" 18'-0"

2'-0" 4'-0"

STRUCTURAL

BACKFILL

#8@8" DOWELS W/

STD 90° HOOK, TYP

#8@8" T&B

SECTION

SCALE: 1/2"=1'-0"

DROP STRUCTURE

OVER EXCAVATE TO EL -191.33 AND REPLACE

WITH 24" LAYER OF ENGINEERED FILL, SEE NOTE 3

BLOCKOUT FOR

STOPLOG SILL

SEE SHEET 23 & 25

8"X6"x8'-6" LONG FLASHBOARD TIMBERS, 6" NOMINAL DIMENSION HORIZONTAL, TYP

TOP OF BOARDS EL -176.05

FLASHBOARD LIFTING DEVICE BY OWNER

#8@8" EF, TYP

2'-0"4'-0"

#5@8"

TIE TO #8 VERT, TYP

3" CLR 4" CLR 3" CLR4" CLR

E F

C L R

TOC

EL -172.8

CONSTRUCTION JOINT

EL -178.55

TOF

EL -187.33

BOF

EL -189.33

EL -191.33

STRUCTURAL

BACKFILL

FINISHED GRADE

EL -174.47

ACCESS ROAD

FINISHED GRADE

EL -174.36

FINISH F1

FINISH F2

FINISHED GRADE

#8@8" EF, TYP

WATERSTOP TYP

L A

P S

P L

E T

Y P

S E

E N

O T

WALKWAY

(BEYOND)

GUARDRAIL (BEYOND)

GUARDRAIL

approval is subject to field inspection.One set of approved plans shall be available on the project site at al l t imes.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

DROP STRUCTURE - SECTION B

NOTES:

1. FOR GENERAL NOTES AND MATERIAL NOTES SEE

SHEET 18.

2. WALL BAR SPLICE LENGTH FOR #8 BAR SHALL BE

94" AND #6 BAR SHALL BE 56".

3. ENGINEERED FILL SHALL BE PLACED AND

COMPACTED IN ACCORDANCE WITH SECTION 6.2

OF THE GEOTECHNICAL INVESTIGATION REPORT.

22 0 4

SCALE: 1/2"=1'-0"

CALIFORNIA STATE FIRE MARSHAL

CALIFORNIA STATE FIRE MARSHALN

O T A

P P L

A B L E

Approval of this plan does not authorize or approve anyApproval of this plan does not authorize or approve any omission or deviation f rom applicable regulations. Finalomission or deviation f rom applicable regulations. Final approval is subject to field inspection.One set of approvedapproval is subject to field inspection.One set of approved plans shall be available on the project site at al l t imes.plans shall be available on the project site at al l t imes.

CALIFORNIA STATE FIRE MARSHALCALIFORNIA STATE FIRE MARSHAL

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

N O T A

P P L

A B L E

IDENTIFICATION STAMPIDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECTDIV. OF THE STATE ARCHITECT

AC FLS SSAC FLS SS

N O T A

P P L

A B L E

N O T A

P P L

A B L E

N O T A

P P L

A B L E

7/3/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger

2'-0" 2'-0"4'-0"4'-0"

TOC FIXED CREST &

DRAIN INV EL -178.55

SECTION

SCALE: 1/2"=1'-0"

DROP STRUCTURE

TOC

EL -172.8

TOC

EL -172.8

CONSTRUCTION JOINT

EL -178.55

TOF

EL -187.33

BOF

EL -189.33

EL -191.33

SEE SHEET 20 FOR SUBGRADE

PREPARATION REQUIREMENTS

DRAIN CHANNEL

SECTION

ACCESS ROAD

FINISHED GRADE

EL -174.0

FINISHED GRADE

EL -174.0

CONCRETE FACE

CHANGE IN DIRECTION

GUARDRAIL GUARDRAIL

GUARDRAIL (BEYOND)

FLASHBOARDS

CONCRETE WALL

(BEYOND)

CONCRETE WALL

(BEYOND)

CONCRETE FACE

CHANGE IN DIRECTION

CONCRETE MAT

FOUNDATION

WALKWAY

(BEYOND)

approval is subject to field inspection.One set of approved plans shall be available on the project site at all times.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

DROP STRUCTURE - SECTION C

NOTES:

1. FOR GENERAL NOTES AND MATERIAL NOTES SEE

SHEET 18.

22 0 4

SCALE: 1/2"=1'-0"

CALIFORNIA STATE FIRE MARSHAL

CALIFORNIA STATE FIRE MARSHALN

O T A

P P L

A B L E

CALIFORNIA STATE FIRE MARSHALCALIFORNIA STATE FIRE MARSHAL

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

N O T A

P P L

A B L E

IDENTIFICATION STAMPIDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECTDIV. OF THE STATE ARCHITECT

AC FLS SSAC FLS SS

N O T A

P P L

A B L E

N O T A

P P L

A B L E

N O T A

P P L

A B L E

7/3/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger

26'-0"

2'-0" 2'-0" 10'-6"10'-0"

48" RCP

S T

D E

E P

B L O

C K

O U

F O

R S

T O

P L O

G S

4" CLR3" CLR

E F

C L R

INVERT

NARCISSUS DRAIN

SECTION

SCALE: 1/2"=1'-0"

TOC

EL -172.8

ACCESS ROAD (BEYOND)

FINISHED GRADE

EL -173.8

SLOPE 0.3%

CONSTRUCTION JOINT

EL -178.55

STRUCTURAL

BACKFILL

CONSTRUCTION JOINT

EL -178.55

EL -191.33

SEE SHEET 20 FOR SUBGRADE

PREPARATION REQUIREMENTS

TOF

EL -187.33

BOF

EL -189.33

T/O WEIR

EL -176.05

TOC FIXED CREST &

DRAIN INV EL -178.55

D/S FACE OF

FLASHBOARD WEIR

INV EL -186.33

#8@8" EF

#5@8"

TIE TO #8 VERT

C L R

1'-6"

#8@8" T&B

4" CLR

#8@8" T&B

E F

#6 ADDITIONAL

ADDITIONAL DIAGONAL

REINFORCEMENT NOT SHOWN.

PLACE IN THIRD LAYER

#8@8" DOWELS W/

STD 90° HOOK, TYP

ROAD CROSSING

FINISHED GRADE

EL -175.5

TOC

EL -172.8

(SEE DETAIL 1 ON SHEET 21)

#5@8"

TIE TO

#8 VERT

FINISH F2

4" CLR

FINISH F2

GUARDRAIL

(BEYOND)

WALKWAY

SEE SHEET 26

GUARDRAIL

(BEYOND)

WALL

(BEYOND)

HYDROPHILIC

WATERSTOP

ALL AROUND

135 DEGREE BEND IN WALL

2'-0" approval is subject to field inspection.One set of approved plans shall be available on the project site at all times.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

DROP STRUCTURE - SECTION D

NOTES:

1. FOR GENERAL NOTES AND MATERIAL NOTES SEE

SHEET 18.

2. WALL BAR SPLICE LENGTH FOR #8 BAR SHALL BE

94" AND #6 BAR SHALL BE 56".

3. ALL HOOKS ARE STD 90° HOOKS.

22 0 4

SCALE: 1/2"=1'-0"

CALIFORNIA STATE FIRE MARSHAL

CALIFORNIA STATE FIRE MARSHALN

O T A

P P L

A B L E

CALIFORNIA STATE FIRE MARSHALCALIFORNIA STATE FIRE MARSHAL

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

N O T A

P P L

A B L E

IDENTIFICATION STAMPIDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECTDIV. OF THE STATE ARCHITECT

AC FLS SSAC FLS SS

N O T A

P P L

A B L E

N O T A

P P L

A B L E

N O T A

P P L

A B L E

7/3/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger

FINISHED GRADE

EL -172.8' (INSIDE)

E F

SECTION

SCALE: 1/2"=1'-0"

26'-0"

C L R

EL -191.33

SEE SHEET 20 FOR SUBGRADE

PREPARATION REQUIREMENTS

TOF

EL -187.33

BOF

EL -189.33

C L R

#8@8" T&B

CONSTRUCTION JOINT

EL -178.55

STRUCTURAL

BACKFILL

C L R

T Y

#5@8"

TIE TO #8 VERT

TYP

E F

#8@8" EF

3" CLR

#8@8" EW T&B

E F

FINISHED GRADE

EL -172.8' (INSIDE)

TOC

EL -172.8

#5@8"

TIE TO #8 VERT

TYP

#8@8" EF

CONSTRUCTION JOINT

EL -178.55

TOF

EL -187.33

BOF

EL -189.33

4" CLR

TYP

SECTION

SCALE: 1/2"=1'-0"

EL -191.33

SEE SHEET 20 FOR SUBGRADE

PREPARATION REQUIREMENTS

#8@8" EF

#8@8" EW T&B

#8@8" DOWELS W/

STD 90° HOOK, TYP

#8@8" DOWELS W/

STD 90° HOOK, TYP

TOC

EL -172.8

FINISHED GRADE

EL -176.88

ROAD CROSSING

FINISHED GRADE

EL -175.1

TOC

EL -172.8

4" CLR

TYP, THIS WALL

4" CLR

TYP, THIS WALL

4" CLR

(SEE DETAIL SHEET 21, TYP)

FINISH F1 FINISH F1

FINISH F1

FINISH F2FINISHED GRADE

EL -174.55

GUARDRAIL GUARDRAIL

WATERSTOP TYP

FINISH F2

approval is subject to field inspection.One set of approved plans shall be available on the project site at all times.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

DROP STRUCTURE - SECTION E & F

NOTES:

1. FOR GENERAL NOTES AND MATERIAL NOTES SEE

SHEET 18.

2. WALL BAR SPLICE LENGTH FOR #8 BAR SHALL BE

94" AND #6 BAR SHALL BE 56".

3. ALL HOOKS ARE STD 90° HOOKS.

22 0 4

SCALE: 1/2"=1'-0"

CALIFORNIA STATE FIRE MARSHAL

CALIFORNIA STATE FIRE MARSHALN

O T A

P P L

A B L E

CALIFORNIA STATE FIRE MARSHALCALIFORNIA STATE FIRE MARSHAL

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

ACCESS COMPLIANCE:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

N O T A

P P L

A B L E

IDENTIFICATION STAMPIDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECTDIV. OF THE STATE ARCHITECT

AC FLS SSAC FLS SS

N O T A

P P L

A B L E

N O T A

P P L

A B L E

N O T A

P P L

A B L E

7/3/2024

3/25/2025

ISSUE DATE: MAY 14, 2025

GGeiger Text Box 03/25/2025

GGeiger

3"Ø GROUT ACCESS & VENT HOLE

C6 STOPLOG SILL

DETAIL

SCALE: 3"=1'-0"

STOPLOG SILL &

WALL CNST JT

EL -178.55

TYP

3/16

PLACE NON-SHRINK GROUT AT

STOPLOG SILL CHANNEL PRIOR

TO PLACING WALL CONC ABOVE

CONSTRUCTION JOINT

1/2"Ø SS KWIK BOLT TZ2 W/ 3 1/4" MIN EMBD

INTO FLOOR OF THE BLOCKOUT W/ ADDITIONAL

FENDER WASHERS AND NUTS TOP AND

BOTTOM TO SECURE STOPLOG SILL

PL 3/8x6x0'-7" W/1"Ø HOLE CENTERED

AT THREE LOCATIONS, 3'-0" APART &

CENETERED ON STOPLOG OPENING

3"Ø GROUT ACCESS VENT

HOLE & SILL ANCHORAGE

STOPLOG

SLOT, SYM

TYP

3/16

TYP

3"Ø GROUT ACCESS VENT

HOLE & SILL ANCHORAGE

CL CL

1'-0"

3'-0" SPACING

4'-0"

1"Ø HOLE IN 3/8" PL

FOR SILL ANCHORAGE

TYP

3/16

SECTION

SCALE: 3"=1'-0"

C6x13x9'-1"

STOPLOG SILL

L5x3x3/8 W/ 1/2"Øx8"@12" OC HEADED CONC

ANCHOR NELSON H4 OR EQUAL, TYP

STOPLOG SILL

EL -178.55

L5x3 3"Ø GROUT ACCESS VENT

HOLE & SILL ANCHORAGE

3"Ø GROUT ACCESS VENT

HOLE & SILL ANCHORAGE

CL CL

STOPLOG

SLOT, SYM

SECTION

SCALE: 3"=1'-0"

C6 STOPLOG SILL

DOWNSTREAM FACE OF

FLASHBOARD WEIR

EL -172.8

DETAIL

SCALE: 3"=1'-0"

1'-1"

STOPLOG SILL

EL -178.55

TYP @ C6

FLANGES

CNST JT IN WALL

4" DEEP BLOCKOUT

IN WALLS

5 1/2"5 1/2"

B L O

C K

O U

EDGE OF WALL

#5 DOWEL W/ 90° STD HOOK

24" LONG AT12" OC, ORIENT

AS SHOWN, TYP

#5 TIE TO #5 HOOKS AS

SHOWN, EXTEND 24" INTO

WALLS AT EACH END, TYP

C L R

C6X13

SECTION

SCALE: 1 1/2"=1'-0"

6"9" 9"

2'-0"

C L R

#6@8" x 10'-0" LONG

#6@8" EF

4" CLR 4" CLR

#8@8" VERT, TYP

approval is subject to field inspection.One set of approved plans shall be available on the project site at all times.

CALIFORNIA STATE FIRE MARSHAL

APPROVED

SFM#:

Reviewed by:

IDENTIFICATION STAMP

DIV. OF THE STATE ARCHITECT

AC FLS SS

DATE

REVISIONS:

DATENO. DESCRIPTION/SHEET NUMBERS

APPROVED

CALIFORNIA STATE FIRE MARSHAL AND DIVISION OF THE STATE ARCHITECT

1 0

SCALE: 3"=1'-0"

FLASHBOARD WEIR - SECTIONS

SCALE: 1 1/2"=1'-0"

0 1

NOTES:

1. FOR GENERAL NOTES AND MATERIAL NOTES SEE

SHEET 18.

2. CONTRACTOR TO FIELD ADJUST REBAR AROUND

WATERSTOP.

& DETAILS

CALIFORNIA STATE FIRE MARSHAL

Approval of this plan does not authorize or approve any omission or deviation f rom applicable regulations.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 26, 2025.