Plans.pdf

MOCCASIN CREEK

HATCHERY- WATER REUSE

2025.04.11

PROJECT NUMBER: 224202869

COUNT SHEET# SHEET TILE

GENERAL

1 G-1 LOCATION AND VICINITY MAPS, DRAWING INDEX

2 G-2 SYMBOLS AND ABBREVIATIONS

3 G-3 PROCESS FLOW DIAGRAM AND DESIGN CRITERIA

4 G-4 EQUIPMENT SCHEDULES

5 G-5 PIPE SCHEDULES

CIVIL

6 GC-1 CIVIL STANDARD DETAILS - 1

7 GC-2 CIVIL STANDARD DETAILS - 2

8 C-1 CIVIL SITE PLAN

9 C-2 SITE PIPING PLAN

STRUCTURAL

10 GS-1 STRUCTURAL NOTES - 1

11 GS-2 STRUCTURAL NOTES - 2

12 GS-3 STRUCTURAL STANDARD DETAILS - 1

13 GS-4 STRUCTURAL STANDARD DETAILS - 2

14 GS-5 STRUCTURAL STANDARD DETAILS - 3

15 S-1 REUSE PUMP STATION SUMP PLAN AND SECTION

16 S-2 REUSE PUMP STATION SECTIONS

MECHANICAL

17 GM-1 MECHANICAL STANDARD DETAILS

18 M-1 REUSE PUMP STATION PLAN AND ISOMETRIC

19 M-2 REUSE PUMP STATION SECTIONS

ELECTRICAL

20 GE-1 ELECTRICAL SYMBOLS - 1

21 GE-2 ELECTRICAL SYMBOLS - 2

22 GE-3 STANDARD ELECTRICAL DETAILS

23 GE-4 SINGLE-LINE DIAGRAM - 1

24 GE-5 CONDUIT DEVELOPMENT

25 GE-6 PANELBOARD SCHEDULES - REUSE STRUCTURE

26 E-1 ELECTRICAL PLAN DETAILS

27 E-2 ALARM SYSTEM DETAILS

PROJECT

LOCATION

LOCATION MAP

MOCCASIN

CREEK

HATCHERY

VICINITY MAP

TOTAL OF 27 SHEETS

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LOCATION AND VICINITY

MAPS, DRAWING INDEX

None

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06/06/2025

CWS

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

ISSUE DATE: OCTOBER 14, 2025

http://www.stantec.com

ORIGINAL SHEET - ARCH D

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File Name: N/A

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2025.04.11

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EQUIPMENT DESIGNATOR

EQUIPMENT NUMBER

SLIDE GATE

(CAST IRON, ALUMINUM OR STAINLESS STEEL)

GATES

A

L

REFERENCE SYMBOLS

SEE EQUIPMENT SCHEDULE/SPECIFICATIONS

GENERAL SYMBOLOGY

MATERIAL SYMBOLOGY

VALVES

HAND / MANUAL OPERATOR

(ALSO SHOWN AS NO OPERATOR)

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

AIR VACUUM, AIR RELEASE, OR

AIR VACUUM AND AIR RELEASE ASSEMBLY

2-16

1-8

BFV-RS-05

4-12

C

0 /

MISCELLANEOUS

EQUIPMENT IDENTIFICATION

ROOM NUMBER

DOOR NUMBER

WINDOW NUMBER

ACCESSORY NUMBER

WALL TYPE NUMBER

SHEET KEY NOTES

COORDINATE POINT/

WORK POINT

ROUND OR DIAMETER

AT

ANGLE

CENTERLINE

NEW CONSTRUCTION

EXISTING (SCREENED)

FUTURE (PHANTOM)

EXISTING TO BE REMOVED OR DEMOLISHED

GRAVEL/DRAINROCK/AGGREGATE BASE, NEW

FINISHED GRADE

LUMBER/FRAMING - NOMINAL

CONCRETE (PLAN AND SECTION)

GROUT OR SAND (PLAN AND SECTION)

STEEL/METAL/FRP (SMALL SCALE SECTION)

GRATING (PLAN)

GRATING OR SOLID FRP GRATING (SECTION)

RAILING (PLAN)

REFERENCE SYMBOLS

SHEET ON WHICH

DETAIL IS SHOWN

DETAIL NUMBER

SHEET ON WHICH

DETAIL IS CALLED-OUT

SHEET ON WHICH

ELEVATION IS SHOWN

OR

DETAIL

C-302 C-302

DETAIL NUMBER

STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL

SHEETS, IN NUMERICAL ORDER

SECTION LETTER

SHEET ON WHICH

SECTION IS SHOWN

SHEET ON WHICH

SECTION IS CUT

SECTION

X-###

DETAIL#

X-###

SHEET ON WHICH

ELEVATION IS CALLED-OUT

ELEVATION

1A-3

ELEVATION NUMBER

X-###X-###

XX

A

D

C

B

1A-31A-3

INTERIOR ELEVATION IDENTIFICATION

STANDARD DETAIL IDENTIFICATION

DETAIL IDENTIFICATION

SECTION IDENTIFICATION

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

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

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

SUB-TITLE

ELEVATION

1A-3

6A

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

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

NORTH ELEVATIONX

EXTERIOR ELEVATION IDENTIFICATION

N, S, E or W

NORTH ARROW

AREA DESIGNATOR

(IF APPLICABLE)

GRAVEL SURFACING, EXISTING

ASPHALT SURFACING, EXISTING

ASPHALT SURFACING, NEW

BM-# BENCHMARK

ABBREVIATIONS

AC ASPHALT

ALUM ALUMINUM

AVAR AIR VACUUM/AIR RELEASE

BFV BUTTERFLY VALVE

BLDG BUILDING

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BOL BOLLARD

CA/CAL CALIFORNIA

CBC CALIFORNIA BUILDING CODE

CDFW CA DEPT OF FISH AND WILDLIFE

CFS CUBIC FEET PER SECOND

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIAL

CMP CORRUGATED METAL PIPE

COL COLUMN

CONC CONCRETE

COTG CLEANOUT TO GRADE

DF DRUM FILTER

DI DUCTILE IRON

DIA DIAMETER

DO DISSOLVED OXYGEN

DP DIFFERENTIAL PRESSURE

DR DRAIN

(E) EXISTING

EA EACH

ECC ECCENTRIC

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EQN EQUATION

ES EXCLUSION SCREEN

ESC EROSION AND SEDIMENT CONTROL

EW EACH WAY

EXIST EXISTING

F FLANGE

FDN FOUNDATION

FF FINISH FLOOR

FH FIRE HYDRANT

FIG FIGURE

FM FLOW METER

FPT FEMALE PIPE THREAD

FRP FIBER-REINFORCED PLASTIC

FT FEET

FTG FOOTING

G GATE

GA GAUGE

GALV GALVANIZED

GB GRADE BREAK

GPM GALLON PER MINUTE

GS GAS SERVICE

H HEIGHT/HOIST

HB HOSE BIB

HDPE HIGH DENSITY POLYETHYLENE

HORZ/HORIZ HORIZONTAL

HP HORSEPOWER

HSS HOLLOW STRUCTURAL SECTION

HWY HIGHWAY

IBC INTERNATIONAL BUILDING CODE

IE INVERT ELEVATION

LB POUND

LG LONG

LHO LOW HEAD OXYGENATOR

LIT LEVEL INDICATING TRANSMITTER

LOX LIQUID OXYGEN

MBD MICRO BUBBLE DIFFUSER

MFR MANUFACTURER

MIN MINIMUM

MJ MECHANICAL JOINT

MP MEDIUM PRESSURE

MPH MILES PER HOUR

N/A NOT APPLICABLE

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NTU NEPHELOMETRIC TURBIDITY UNIT

OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW

P PUMP

PC POINT OF CURVATURE

PERF PERFORATED

PL PLATE

PP POWER POLE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTFE POLYTETRAFLUOROETHYLENE

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

R REUSE

RB ROUND BAR

REINF REINFORCEMENT

REQ REQUIRED

RPS REUSE PUMP STATION

S SLOPE

SCH SCHEDULE

SFPUC SAN FRANCISCO PUBLIC UTILITIES COMMISSION

SHT SHEET

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STRUC STRUCTURAL

STRUC STRUCTURE

SW SURFACE WATER

T&B TOP AND BOTTOM

TC TOP OF CURB

TDH TOTAL DYNAMIC HEAD

TF TAIL FLUME

THK THICK

TOC TOP OF CONCRETE

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

UNO UNLESS NOTED OTHERWISE

µ MICRON

UTIL UTILITY

UV ULTRAVIOLET

UW UTILITY WATER

VLT VAULT

W WIDTH

W/ WITH

WM WATER METER

WS WATERSTOP

ENGINEER OF RECORD

Stantec Consulting Services, Inc.

2999 Oak Road, Suite 800 Walnut Creek CA 94597-7966

APPLICABLE CODES

Ryan Beck, State Project Director Professional Service Branch, Real Estate Services Division 707 Third Street, West Sacramento, CA 95605

·TITLE 19, CCR, PUBLIC SAFETY, SFM REGULATIONS

·2022 CALIFORNIA ADMINISTRATIVE CODE TITLE 24, PT 1

·2022 CALIFORNIA BUILDING CODE (CBC) TITLE 24, PT 2

·2022 CALIFORNIA ELECTRICAL CODE (CEC) TITLE 24, PT3

·2022 CALIFORNIA MECHANICAL CODE (CMC) TITLE 24, PT4

·2022 CALIFORNIA PLUMBING CODE (CPC) TITLE 24, PT 5

·2022 CALIFORNIA ENERGY CODE CCR TITLE 24, PT 6

·2022 CALIFORNIA FIRE CODE (CFC) CCR, PT 9

·2022 CALIFORNIA GREEN BUILDING STANDARDS TITLE 24, PT 11

·2022 CALIFORNIA REFERENCE STANDARDS TITLE 24, PT 12

·NFPA 13

·NFPA 14

·NFPA 17A

·NFPA 20

·NFPA 24

·NFPA 72

·NFPA 2001

CONTACTS LIST

DEPARTMENT OF GENERAL SERVICES

SYMBOLS AND

ABBREVIATIONS

None

ARF DEW CWC

G-2

D G

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C O

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AUTOMATIC SPRINKLER SYSTEMS W/ CA AMENDMENTS

STANDPIPE SYSTEMS W/ CA AMENDMENTS

WET CHEMICAL SYSTEMS

STATIONARY PUMPS

PRIVATE FIRE MAINS W/ CA AMENDMENTS

NATIONAL FIRE ALARM CODE W/ CA AMENDMENTS

CLEAN AGENT FIRE EXTINGUISHING SYSTEMS W/ CA

AMENDMENTS

2022 EDITION

2022 EDITION

2022 EDITION

2022 EDITION

2022 EDITION

2022 EDITION

2022 EDITION

REFERENCE CODE SECTION FOR NFPA STANDARDS ARE IN 2022 CBC CHAPTER

35 OR 2022 CFC CHAPTER 80. SEE CHAPTER 35 FOR THE STATE OF CALIFORNIA

AMENDMENTS TO NFPA STANDARDS.

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D E W jr c^l fco(Qz — '------------- -"VO fofo 3*1

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74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

|^^^5/2V/Z®23

06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

ORIGINAL SHEET - ARCH D

B

C

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V4 c u se rs d iy e ru sa lim e ts d c a c c d o c s\ st a n te c c o n su lt in g

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Permit/Seal

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ofRevision:

File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd.Dwn.

2025.04.11

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P ro je c t

Project No.:

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D O

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T sc a le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o St a n te c w ith o u t d e la y.

T h e

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POND SERIES A

POND SERIES B

POND SERIES C

POND SERIES D

POND SERIES E

POND SERIES F

POND SERIES G

POND SERIES H

SETTLING POND

TO MOCCASIN

CREEK

TO MOCCASIN

CREEK

PIPELINE FROM

MOCCASIN

RESERVOIR

DISTRIBUTION

BOX

HATCHERY

BUILDING

BROOD HOLDING

ROUND TANKS

EMERGENCY

PUMP

STATION

MOCCASIN

CREEK

H E

A D

F L U

M E

T A

IL

F

L U

M E

DRUM

FILTERS

REUSE

PUMPS

REUSE PUMP STATION

LEGEND:

EXISTING GAS CONTROL

COLUMN (TYP 4)

DESIGN CRITERIA

DESCRIPTION VALUE UNITS COMMENTS

WATER SUPPLY

NORMAL OPERATIONS 30 CFS

REUSE SYSTEM OPERATION 3 CFS

FRESH WATER MAKEUP FROM

RESERVOIR

10 CFS REUSE

REUSE TREATMENT DRUM FILTERS

SYSTEM CAPACITY 13 CFS

NO OF UNITS 2 EA BASIN MOUNTED

DRUM FILTER CAPACITY, EA 3,000 GPM

FILTER OPENING, MAX 40 µM

MAXIMUM TOTAL SUSPENDED SOLIDS 25 MG/L

REUSE PUMPS NOTE: USE EXISTING PUMPS

CAPACITY, TOTAL 4,500 GPM

CAPACITY, EA 750 GPM

TOTAL NO. OF PUMPS REQUIRED 6

TOTAL NO. OF PUMPS INSTALLED 7

TOTAL DISCHARGE HEAD, MAX 40 FT

WATER

VAULT

OVERFLOW

M

FLOW

METER

(EXISTING

NIC)

SUMP

PROCESS WATER, NEW

DRAIN, EXISTING

DRAIN, NEW

PROCESS WATER, EXISTING

WASTE EFFLUENT / SOLIDS

SUMP

FLOW DIRECTION

PROCESS FLOW DIAGRAM

AND DESIGN CRITERIA

NONE

DEW DEW CWC

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jr c^l fco(Qz — '------------- -"VO fofo 3*1

CO S

74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

|^^^5/2V/Z®23

06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

B

C

D

V4 c u se rs d iy e ru sa lim e ts d c a c c d o c s\ st a n te c c o n su lt in g

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Permit/Seal

Drawing No.

ofRevision:

File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd.Dwn.

2025.04.11

C lie n t/

P ro je c t

Project No.:

Scale:

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C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D O

N O

T sc a le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o St a n te c w ith o u t d e la y.

T h e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re th e p ro p e rt y o f St a n te c

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C o p yr ig h t R e se rv e d

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W a ln u t C re e k, -7

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GATE SCHEDULE

EQUIPMENT

NUMBER DESCRIPTION LOCATION MATERIAL TYPE SIZE (W x H) OPERATOR SEATING HEAD

UNSEATING

HEAD REMARKS

G-1 REUSE PUMP STATION SUPPLY GATE TAIL FLUME ALUMINUM SLIDE 24" X 24" MANUAL, HAND CRANK 5' 5' NON-SELF CONTAINED, MOUNT FLUSH TO FLOOR

PUMP SCHEDULE

PUMP

NO LOCATION SERVICE TYPE FLOW (GPM) @ TDH (FT) HP VOLTAGE/PHASE REMARKS

P-1 REUSE PUMP STATION RACEWAY EFFLUENT SUBMERSIBLE SEWAGE PUMPS 750 @ 40 15 480/3 INSTALL EXISTING PUMP, CONTRACTOR TO PROCURE AND INSTALL QUICK DISCONNECT AND GUIDE RAIL SYSTEM

P-2 REUSE PUMP STATION RACEWAY EFFLUENT SUBMERSIBLE SEWAGE PUMPS 750 @ 40 15 480/3 INSTALL EXISTING PUMP, CONTRACTOR TO PROCURE AND INSTALL QUICK DISCONNECT AND GUIDE RAIL SYSTEM

P-3 REUSE PUMP STATION RACEWAY EFFLUENT SUBMERSIBLE SEWAGE PUMPS 750 @ 40 15 480/3 INSTALL EXISTING PUMP, CONTRACTOR TO PROCURE AND INSTALL QUICK DISCONNECT AND GUIDE RAIL SYSTEM

P-4 REUSE PUMP STATION RACEWAY EFFLUENT SUBMERSIBLE SEWAGE PUMPS 750 @ 40 15 480/3 INSTALL EXISTING PUMP, CONTRACTOR TO PROCURE AND INSTALL QUICK DISCONNECT AND GUIDE RAIL SYSTEM

P-5 REUSE PUMP STATION RACEWAY EFFLUENT SUBMERSIBLE SEWAGE PUMPS 750 @ 40 15 480/3 INSTALL EXISTING PUMP, CONTRACTOR TO PROCURE AND INSTALL QUICK DISCONNECT AND GUIDE RAIL SYSTEM

P-6 REUSE PUMP STATION RACEWAY EFFLUENT SUBMERSIBLE SEWAGE PUMPS 750 @ 40 15 480/3 INSTALL EXISTING PUMP, CONTRACTOR TO PROCURE AND INSTALL QUICK DISCONNECT AND GUIDE RAIL SYSTEM

P-7 REUSE PUMP STATION RACEWAY EFFLUENT SUBMERSIBLE SEWAGE PUMPS 750 @ 40 15 480/3 INSTALL EXISTING PUMP, CONTRACTOR TO PROCURE AND INSTALL QUICK DISCONNECT AND GUIDE RAIL SYSTEM

VALVE SCHEDULE (6" AND LARGER)

EQUIPMENT

NUMBER DESCRIPTION TYPE SIZE CONNECTION OPERATOR REMARKS

BFV-RPS-1 REUSE PUMP 1 DISCHARGE ISOLATION BUTTERFLY 6-INCH FL X FL MANUAL, LEVER-ARM INSTALL EXISTING VALVE

BFV-RPS-2 REUSE PUMP 2 DISCHARGE ISOLATION BUTTERFLY 6-INCH FL X FL MANUAL, LEVER-ARM INSTALL EXISTING VALVE

BFV-RPS-3 REUSE PUMP 3 DISCHARGE ISOLATION BUTTERFLY 6-INCH FL X FL MANUAL, LEVER-ARM INSTALL EXISTING VALVE

BFV-RPS-4 REUSE PUMP 4 DISCHARGE ISOLATION BUTTERFLY 6-INCH FL X FL MANUAL, LEVER-ARM INSTALL EXISTING VALVE

BFV-RPS-5 REUSE PUMP 5 DISCHARGE ISOLATION BUTTERFLY 6-INCH FL X FL MANUAL, LEVER-ARM INSTALL EXISTING VALVE

BFV-RPS-6 REUSE PUMP 6 DISCHARGE ISOLATION BUTTERFLY 6-INCH FL X FL MANUAL, LEVER-ARM INSTALL EXISTING VALVE

BFV-RPS-7 REUSE PUMP 7 DISCHARGE ISOLATION BUTTERFLY 6-INCH FL X FL MANUAL, LEVER-ARM INSTALL EXISTING VALVE

CV-RPS-1 REUSE PUMP 1 DISCHARGE CHECK CHECK 6-INCH FL X FL N/A INSTALL EXISTING VALVE

CV-RPS-2 REUSE PUMP 2 DISCHARGE CHECK CHECK 6-INCH FL X FL N/A INSTALL EXISTING VALVE

CV-RPS-3 REUSE PUMP 3 DISCHARGE CHECK CHECK 6-INCH FL X FL N/A INSTALL EXISTING VALVE

CV-RPS-4 REUSE PUMP 4 DISCHARGE CHECK CHECK 6-INCH FL X FL N/A INSTALL EXISTING VALVE

CV-RPS-5 REUSE PUMP 5 DISCHARGE CHECK CHECK 6-INCH FL X FL N/A INSTALL EXISTING VALVE

CV-RPS-6 REUSE PUMP 6 DISCHARGE CHECK CHECK 6-INCH FL X FL N/A INSTALL EXISTING VALVE

CV-RPS-7 REUSE PUMP 7 DISCHARGE CHECK CHECK 6-INCH FL X FL N/A INSTALL EXISTING VALVE

EQUIPMENT SCHEDULES

DEW DEW CWS

G-4

D G

S R

E V

IE

W

C O

M M

E

.0

.0

D E W

C

P U

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TI

O

N R

E D

E

SI

.0

.1

D E W

MECHANICAL EQUIPMENT SCHEDULE

EQUIPMENT

NUMBER LOCATION SERVICE TYPE CAPACITY REMARKS

DF-RPS-1 REUSE PUMP STATION RACEWAY EFFLUENT MICROSCREEN DRUM FILTER 3,000 GPM BASIN MOUNTED WITH BACKWASH CLEANING SYSTEM AND OVERFLOW WEIR

DF-RPS-2 REUSE PUMP STATION RACEWAY EFFLUENT MICROSCREEN DRUM FILTER 3,000 GPM BASIN MOUNTED WITH BACKWASH CLEANING SYSTEM AND OVERFLOW WEIR jr c^l fco(Qz — '------------- -"VO fofo 3*1

CO S

74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

|^^^5/2V/Z®23

06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

B

C

D

V4 c u se rs d iy e ru sa lim e ts d c a c c d o c s\ st a n te c c o n su lt in g

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.0 d e si g n

.7 d ra w in g s\ g e n e ra l\ m fh

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.0

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P M

Permit/Seal

Drawing No.

ofRevision:

File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd.Dwn.

2025.04.11

C lie n t/

P ro je c t

Project No.:

Scale:

M O

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F

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T sc a le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o St a n te c w ith o u t d e la y.

T h e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re th e p ro p e rt y o f St a n te c

R e p ro d u c tio n o r u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y S ta n te c is f o rb id d e n

C o p yr ig h t R e se rv e d

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G H K I

CS01

DI01

PE05

PV01

PV05

SS01

PV03

GROUP

NO

POLYETHYLENE, PRESSURE PIPE, AWWA C906.

STAINLESS STEEL, TYPE 316L, ASTM A312, SCH 40S.

STEEL, ASTM A53, SCH 40, THREADED OR WELDED, BLACK

OR GALVANIZED

POLYVINYL CHLORIDE (PVC), GRAVITY SEWER PIPE, ASTM D3034, BELL AND SPIGOT.

POLYVINYL CHLORIDE (PVC), ASTM D1785, SCH 80, TYPE I.

POLYETHYLENE THERMAL BUTT-FUSED JOINTS, FLANGED JOINTS AT VALVES AND TRANSITIONS.

PVC, ANSI/ASTM D3034, BELL AND/OR SPIGOT.

AS INDICATED ON DRAWINGS.

VALVES, 6" AND SMALLER FITTINGS

PIPING MATERIAL SCHEDULE

PIPE

BRONZE, THREADED, GATE: CRANE 428 UB OR STOCKHAM B-105. GLOBE: STOCKHAM B-37. CHECK:

CRANE 37 OR STOCKHAM B-319Y. IRON PLUG VALVE: NORDSTROM FIG 142 OR 143. ECC PLUG:

DEZURIK PEC, CAST IRON OR MILLIKEN 603E. BALL: JAMESBURY FIG 351 OR WATTS #B-6080.

LUBRICATED PLUG VALVE (FOR CONDENSATE ONLY): NORDSTROM FIG 114 OR 115.

DUCTILE IRON, ANSI A21.51, (AWWA C151), ENDS BELL AND SPIGOT, MECHANICAL

JOINTS OR 125 PSI FLANGED. (TYPICAL SERVICE - WATER LINES).

POLYVINYL CHLORIDE (PVC), PRESSURE PIPE , AWWA C900, WITH BELL

AND SPIGOT JOINTS.

SHEET KEYNOTES

2 1/2" AND SMALLER, MALLEABLE IRON, ASME B16.3, THREADED, BANDED, 150 PSI OR STEEL, ASME B16.9, BUTT-WELDED. 3" AND LARGER, CAST IRON, ASME B16.1, 125 PSI FLANGED OR MECHANICAL

COUPLING.

DUCTILE IRON AWWA C110, BELL AND SPIGOT JOINTS (RESTRAINED OR NON-RESTRAINED),

MECHANICAL COUPLINGS, ASME B16.1 FLANGES, OR MECHANICAL JOINTS.

STAINLESS STEEL, TYPE 316L, THREADED, WELDED SLIP-ON FLANGE ASME B16.3, OR SOCKET WELDED

FITTINGS SCH 40S. (THREADED JOINTS NOT ALLOWED FOR OXYGEN SERVICE)

PVC, SCH 80, TYPE I, SOCKET SOLVENT WELD JOINTS, ASTM D2467. SOLVENT SHALL BE COMPATIBLE

WITH FLUID SERVICE.

GATE: AWWA C500, O-RING SEALS, MECHANICAL JOINT ENDS, CLOW F-5065. BUTTERFLY: AWWA. ECC

PLUG DEZURIK PEC, CAST IRON OR MILLIKEN 603E. BALL: PRATT OR APCO-WILLAMETTE.

PVC, BALL, DIAPHRAGM, BUTTERFLY, OR LIFT CHECK: NIBCO/CHEMTROL, MCCANNA-MARPAC,

OR GEORGE FISCHER SLOANE.

GATE: AWWA C500, O-RING SEALS, MECHANICAL JOINT ENDS, CLOW F-5065. BUTTERFLY: AWWA.

ECCENTRIC PLUG DEZURIK PEC, CAST IRON OR MILLIKEN 603E. BALL: PRATT OR APCO-WILLAMETTE.

SAME AS GROUP DI01.

STAINLESS STEEL, TYPE 316, BALL, FLANGED: CONTROMATICS SERIES 2801 OR JAMESBURY SERIES

7150. CHECK: LADISH 5275 OR CRANE FIG 377 OR AS SHOWN ON DRAWINGS.

G. PROPRIETARY NAMES HAVE BEEN QUOTED FOR IDENTIFICATION PURPOSES

ONLY. SUBSTITUTIONS WILL BE PERMITTED SUBJECT TO PROVISIONS OF

THE SPECIFICATIONS.

H. FOR VALVES 8" AND LARGER, SEE VALVE SCHEDULE. FOR SPECIAL VALVES,

SEE SPECIFICATIONS. FOR PIPE LINING AND COATING, SEE

SPECIFICATIONS.

I. PIPE MATERIALS SHALL BE PER THE REFERENCE STANDARDS AS MODIFIED

BY THE CONTRACT SPECIFICATIONS.

DUCTILE IRON FITTINGS, 125 PSI, FOR PVC PIPE, AWWA C110 CEMENT MORTAR LINED, AWWA

C104.

F L U

ID

A B B R E V

IA

T

IO

N

DR DRAIN

D

FUNCTION

THIS LIST INCLUDES SOME LINES

NOT USED IN THIS PROJECT F E

A4" DIA AND SMALLER 6" DIA AND LARGER 4" DIA AND SMALLER 6" DIA AND LARGER

EXPOSED PIPING BURIED PIPING

PIPING MATERIALS (SEE GENERAL NOTES AT THE RIGHT AND PIPE MATERIAL SHEET)

CU01, PV01 PV01, PV03, PV05 DI01 CU01, PV01, PV05CU01, PV01, PV05

TEST

MEDIUM

MINIMUM

TEST

PRESSURE

(PSI)

LEAKAGE

ALLOWANCE

FIELD TEST REQUIREMENTS

WATER (a)

B C

#" XXX (##)

MATERIAL GROUP NUMBER

FLUID ABBREVIATIONPIPE DIAMETER

GENERAL SHEET NOTES

TYPICAL PIPE DESIGNATION:

1. ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE LISTED ON THIS SHEET

FOR A GIVEN FLUID SERVICE, CONTRACTOR SHALL PROVIDE ONLY THE PIPE

MATERIAL GROUP SHOWN ON THE DRAWINGS AND SPECIFIED FOR THAT FLUID

SERVICE.

2. CHANGE IN PIPING MATERIAL GROUP NUMBER IS INDICATED THUS:

LEAKAGE ALLOWANCE IS AS FOLLOWS:

(a) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE.

(b) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE FOR UNBURIED PIPE AND

NOT MORE THAN 0.02 GALLON PER HOUR PER INCH DIAMETER PER 100 FEET OF

BURIED PIPE.

A.

B. FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST REQUIREMENTS, SEE

PIPING SECTION OF SPECIFICATIONS.

C. NO SUBSTITUTIONS UNLESS ACCEPTED BY THE ENGINEER PER THE

SPECIFICATIONS.

D. PIPING GROUP NUMBER SHOWN THUS * SHALL BE INSULATED. SEE PIPING

SECTION OF SPECIFICATIONS FOR INSULATING MATERIALS.

SURFACE WATER

R -- --DI01, PV01, PV03, PE05 WATER (a)DI01, PV03

SW 125 WATER

UD 50 WATER -

REUSE WATER 125

DI01, PV01 CS08, DI01, PV01,

PV03

DI01, PV01,

CU01(a) PV03, (b)

DI01, PV01,

CU01

PV06 PV06

DI01, PV01,

CU01

PV06 PV06 UNDERDRAIN

OF OVERFLOW CS08, DI01, PV03PV01, CS01 DI01, PV03, PV05 -- 25 (a)WATER

E. FOR PIPE LINING AND COATING, SEE SPECIFICATIONS.

F. EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE WITH SPECIFICATIONS.

COLORS TO BE SELECTED BY ENGINEER.

CU01 COPPER, ASTM B88, TYPE K, SOFT TEMPERED WHERE BURIED, HARD TEMPERED WHERE EXPOSED. BRONZE, SILVER SOLDER JOINT, GLOBE: CRANE #1310 OR STOCKHAM B-14T. CHECK: CRANE #1342 OR 36, OR

STOCKHAM B-309Y OR B-345. GATE: CRANE #426 OR STOCKHAM B-104 OR B-105.

WROUGHT COPPER OR CAST BRONZE, ASME B16.22, SILVER SOLDER JOINT, 150 PSI, OR COMPRESSION FITTINGS.

PV06

PVC, BELL AND/OR SPIGOT.POLYVINYL CHLORIDE, CORRUGATED, GRAVITY SEWER PIPE, ASTM F794 AND F949, BELL AND SPIGOT, PERFORATED (FOR STRUCTURE UNDERDRAIN), NON-PERFORATED (FOR STRUCTURE UNDERDRAIN

COLLECTOR).

UW 125 WATER

SS01,CS01,DI01,CU01(a)

PV03,(b)

CS01, DI01, SS01,

PV01, CU01

CS01, DI01,

SS01, PV01

CS01, DI01, SS01,

PV01, CU01

CS01, DI01,

PV03

UTILITY WATER

(NON-POTABLE WATER)

PIPE SCHEDULES

DEW DEW

G-5

D G

S R

E V

IE

W

C O

M M

E

.0

.0

D E W

B

P U

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TI

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E

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.0

.1

D E W jr c^l fco(Qz — '------------- -"VO fofo 3*1

CO S

74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

|^^^5/2V/Z®23

06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

B

C

D

V4 c u se rs d iy e ru sa lim e ts d c a c c d o c s\ st a n te c c o n su lt in g

_m o c c a si n

_h a tc h e ry p ro je c t fil e s\

.0 d e si g n

.7 d ra w in g s\ c iv il\ g c

.0

.0

:2

:2

P M

Permit/Seal

Drawing No.

ofRevision:

File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd.Dwn.

2025.04.11

C lie n t/

P ro je c t

Project No.:

Scale:

M O

C C

A

SI

N C

R E E K

F

IS

H H

A

TC

H E R

Y

C A

LI

FO

R N

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D

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A R

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F

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D O

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T sc a le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o St a n te c w ith o u t d e la y.

T h e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re th e p ro p e rt y o f St a n te c

R e p ro d u c tio n o r u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y S ta n te c is f o rb id d e n

C o p yr ig h t R e se rv e d

St a n te c C o n su lt in g S e rv ic e s In c

T re a t B o u le v a rd S u it e

W a ln u t C re e k, -7

Te l:

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C

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M E N

TS

IN

C O

R P

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IN

C O

R P

O R

A

TE

D ST

.0

.0

REV 110112

SEE PLANS2'-0"

GRAVEL ROAD SECTION

C-132

SEE PLANS

4" AGGREGATE BASE COURSE

SYMMETRICAL CL

OVEREXCAVATE EXISTING GRADE

12" MINIMUM. PROOF ROLL AND

BACKFILL WITH STRUCTURAL FILL

REV 110112

8'-0"

FABRIC OVERLAY

MIRIFI 140N

OR EQUAL

AC PAVEMENT -

GRAVEL TRANSITION

C-133

NEW GRAVEL ROAD

AND SUBGRADE

(WHERE SHOWN)

SUBGRADE PREPARATION

AS INDICATED

KEY-IN NEW BASE

AND SUBGRADE TO

EXISTING GRAVEL ROAD

(WHERE SHOWN)

NEW OR EXISTING

GRAVEL ROAD

NEW AC

PAVEMENT

2x6 CONSTRUCTION

HEART REDWOOD

OR CEDAR

HEADER

2 1/2" BASE COURSE AC

(AR 16,000)

NOTES:

V A

R

IA

B L E

"2

6"

2'-10" (MIN)

REV 110112

CLEANOUT TO GRADE (COTG)

L

L

SQUARE PAVEMENT

CONCRETE

WYE BRANCH

CONCRETE PLUG

INVERT ELEVATION

SEWER MAIN STATION

SEWER MAIN

C

C

CAST IRON FRAME AND COVER

C-302

1/2" CAST IRON CAP WITH

FINGER HOLE IN CENTER

1. IF IN UNIMPROVED AREA TOP SHALL BE 6" ABOVE GRADE.

2. SEE PLAN FOR STATION AND INVERT ELEVATION.

PIPE AND FITTINGS SHALL BE OF THE SAME

MATERIAL AS THE MAIN LINE SEWER.

45° BEND

(MIN)

REV 110112

INTERNAL BRACING

AT CORNER AND GATE

GATE POST

SET IN CONC

DESIGNED BY AN ENGINEER. OTHERS

SHALL BE 12" OR 5 X POST DIAMETER,

WHICHEVER IS GREATER

DIAGONAL

BRACE

3/8" TRUSS ROD

ASSEMBLY (TYP)

1. SEE SPECS FOR FENCE MATERIAL,

COATINGS, AND INSTALLATION

REQUIREMENTS.

2. GATE TO BE INSTALLED WITH KEEPER

TO SECURE IN OPEN POSITION.

3. GATES LESS THAN 8'-0" IN WIDTH

SHALL BE SINGLE LEAF.

4. SEE SPECIFICATIONS FOR CLEARANCES

IN SNOW REGIONS.

DIAGONAL

BRACE

GATE POST

SET IN CONC

GATE

FRAMEGATE

FRAME

LOCKING

DEVICEFOR

PADLOCK

CONTINUOUS NO 7

GALV STL TENSION WIRE

BUILDING

SIDEWALK

SIDEWALK

TOP RAIL

4" DIA GATE POST

(AS SHOWN ON PLANS)

3 ROWS OF

2 STRAND

BARBED WIRE

LOCKING DEVICE

FOR PADLOCK

S E

E S

P E

C

IF

IC

A

T

IO

N S

C-101

(B O

T T

O M

O F

F T

G T

O B

E S

E T

B E

L O

W F

R O

S T

L

IN

E

(AS SHOWN ON PLANS)

(4'-0" MIN)

(S E

E N

O T

E

(S E

E N

O T

E

NOTES:

X X

X X

X X

X X X X

X X X X

X X X X

X

X

X

X X X X

X X X X

X X X X

X

X

X

(M

IN

GATE WIDTH

GATE WIDTH

H E

IG

H

T T

O M

A T

C H

F E

N C

E

/2

C L R

M

IN

/ 2

C L R

M

IN

SINGLE LEAF PEDESTRIAN GATE

C-103

CIVIL

STANDARD DETAILS -1

ARF DEW CWS

GC-1

D G

S R

E V

IE

W

C O

M M

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.0

.0

D E W

D

P U

M P

S

TA

TI

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N R

E D

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.0

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D E W jr c^l fco(Qz — '------------- -"VO fofo 3*1

CO S

74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

|^^^5/2V/Z®23

06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

E N

O T E

T R

E N

C H

Z O

N E

T R

E N

C H

Z O

N E

T R

E N

C H

Z O

N E

E M

B E D

M E N

T

E M

B E D

M E N

T

C-601

S E E S

P E C

S S E E S

P E C

S

S E E S

P E C

S

TOP OF

PIPE (OD)

TRENCH

BOTTOM

1'-6" FINAL

BACKFILL

SEE SPECS

1'-6" FINAL

BACKFILL

SEE SPECS

1'-6" FINAL

BACKFILL

SEE SPECS

TOP OF

PIPE (OD)

TOP OF

PIPE (OD)

TRENCH

BOTTOM

10" BEDDING

SEE SPECS

TRENCH

BOTTOM

10" BEDDING

SEE SPECS

10" BEDDING

SEE SPECS

1. 6" MIN FOR PIPE DIAMETER < 24"

12" MIN FOR PIPE DIAMETER > 24"

2. MAX TRENCH WIDTH @ TOP OF PIPE:

OD + 36" FOR, 18" & LARGER PIPE OD

OD + 24" FOR LESS THAN 18"

3. MIN TRENCH BOTTOM WIDTH =

OD + 24" FOR MECHANICAL COMPACTION

A. FLEXIBLE PIPE REFERS TO ALL STEEL, DUCTILE-IRON, AND PLASTIC PIPES.

B. TYPICAL TRENCH SECTIONS (I, II AND III) ARE TO BE USED ONLY WHERE STABLE,

COMPACT SOIL CONDITIONS EXIST. IF BOULDERS OR LARGE OBSTRUCTIONS ARE

ENCOUNTERED, TRENCH SECTIONS MAY BE DEEPER OR WIDER THAN SHOWN.

THE ENGINEER SHALL BE ADVISED SHOULD THIS OCCUR.

C. THE NEED FOR PROTECTIVE SYSTEMS AND EXCAVATION SLOPES SHALL BE DETERMINED

CONSIDERING APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY STANDARDS AND

REGULATIONS, AND GEOTECHNICAL CONSULTANTS' RECOMMENDATIONS.

D. PROTECTIVE SYSTEMS SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH

THE APPLICABLE LOCAL, STATE AND FEDERAL (OSHA) SAFETY STANDARDS AND

REGULATIONS.

E. SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO THE ENGINEER

REGARDING PIPE DESIGN AND COMPLIANCE WITH APPLICABLE LOCAL, STATE

AND FEDERAL (OSHA) SAFETY STANDARDS.

F. UNSUPPORTED VERTICAL AND/OR SLOPING TRENCH WALL SLOPES SHALL NOT

BE STEEPER THAN ALLOWED BY APPLICABLE LOCAL, STATE AND FEDERAL (OSHA)

SAFETY STANDARDS AND REGULATIONS, UNLESS SUPPORTING DOCUMENTATION

IS SUBMITTED, ACCORDING TO AFOREMENTIONED SAFETY STANDARDS.

G. TRENCH SECTIONS OTHER THAN THE TYPICAL SECTIONS SHOWN MAY BE

UTILIZED PROVIDED THEY COMPLY WITH APPLICABLE LOCAL, STATE AND

FEDERAL (OSHA) SAFETY STANDARDS AND REGULATIONS. DOCUMENTATION

SUPPORTING THIS COMPLIANCE AND PIPE DESIGN CALCULATIONS SHALL BE

SUBMITTED TO THE ENGINEER.

H. IF OVER-EXCAVATION DUE TO POOR FOUNDATION MATERIAL IS ORDERED BY THE

ENGINEER, THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK

SECTION OF THE SPECIFICATIONS ARTICLE ENTITLED, "FILL AND BACKFILL MATERIAL

REQUIREMENTS."

I. IF DURING CONSTRUCTION, THE WATER TABLE IS DISCOVERED TO BE ABOVE THE

TRENCH BOTTOM, THE ENGINEER SHALL BE NOTIFIED, AND APPROPRIATE DEWATERING

SHALL BE IMPLEMENTED TO LOWER THE WATER LEVEL BELOW THE TRENCH BOTTOM.

THE BACKFILL MATERIAL SHALL BE ACCORDING TO THE EARTHWORK SECTIONS OF THE

SPECIFICATIONS, OR AS ORDERED BY THE ENGINEER.

TRENCH SECTION - TYPE I TRENCH SECTION - TYPE II TRENCH SECTION - TYPE III

NOTES:

TRENCH SECTION

FLEXIBLE PIPE

E M

B E D

M E N

T T R

E N

C H

D E P T H

P

IP

E Z

O N

E B

A C K F

IL

L

NOTE 3 NOTE 3

NOTE 2

NOTE 3

P

IP

E Z

O N

E B

A C K F

IL

L

P

IP

E Z

O N

E B

A C K F

IL

L

T R

E N

C H

D E P T H

T R

E N

C H

D E P T H

NOTE 2

S E E N

O T E

S E E N

O T E

REV 110112

S E E S

P E C

S S E E S

P E C

S

S E E S

P E C

S

S E E S

P E

E S

P E C

S

S E E S

P E C

S

3/8" TIE RODS

THRUST DIRECTION

PLUG OR CAP

75%

100% 100% OF TEE

100%

50% 50% 50% 50%

100%

75%

75%

75% 75%

75% OF TEE (TYP)

100%

=9.4 SQ FT=

4 19

623 878

27 15

478 244

PIPE SIZE SIDE THRUST-lb PIPE SIZE SIDE THRUST-lb

12 278

35 14

24 1150

C-605

3/8" TIE RODS

PLANS

2-#5 BARS

BEARING AREA

FIGURE (100%) AT THRUST BLOCK INDICATES

PERCENT OF TOTAL THRUST TO BE APPLIED

FOR BEARING AREA

100% OF

TEE

UNDISTURBED

EARTH (TYP)

75% OF TEE

(TYP)

CARDBOARD

SEPARATOR

PIPE

SIZE

DEAD END

OR TEE

90°

ELBOW

45°

ELBOW

THRUST PER PSI OF WATER

PRESSURE AT VARIOUS FITTINGS

SIDE THRUST PERM 100 PSI PRESSURE

PER DEGREE OF DEFLECTION

100% OF

90° ELL

VALVE IF SHOWN

ON PLAN

5° MAX

DEFLECTION/JOINT

FOR PIPES 3" - 12"

& 3° MAX 14" - 24"

MULTIPLY THRUST BY DEGREE OF DEFLECTION

TO OBTAIN TOTAL THRUST

8-INCH 90° ELBOW, PRESSURE=200 PSF

FROM TABLE: THRUST = 94 X 200 = 18,800 lb

ASSUME BEARING STRENGTH OF SOIL = 2000 PSF

BEARING AREA REQUIRED

FOR THRUST BLOCK

18,800

WEIGHT OF CONCRETE

TO RESIST 100% OF

TOTAL THRUST

1. IN USING THE ABOVE TABLES, USE THE MAXIMUM

INTERNAL PRESSURE ANTICIPATED (i.e. HYDROSTATIC

TEST PRESSURE) POSSIBLE SURGE PRESSURE DUE

TO PUMP SHUT-OFF, ETC.

2. SEE SOILS REPORT FOR BEARING STRENGTH OF SOIL

IN THE ABSENCE OF A SOILS REPORT AN AVERAGE

SOIL (SPADABLE MEDIUM CLAY) CAN BE ASSUMED TO

HAVE A BEARING STRENGTH OF 2000 PSF

3. WITH SOLVENT WELDED JOINTS

4. USE LIGHTWEIGHT CONCRETE FOR HILL THRUST BLOCK.

5. CONCRETE FOR THRUST BLOCKS TO BE 2000 PSI.

22 1/2°

ELBOW

NOTE:

NOTE:

VERTICAL BEND

DEAD-ENDVALVE

CURVE THRUST BLOCKING

EXAMPLE:

NOTES:

LENGTH

18" 18"

REV 110112

CONCRETE THRUST BLOCKS

SS BACKING

RING

SS BOLT

150 LBS FLANGE

1. FOR STEEL PIPE, FABRICATE TO MATCH THE SAME

ID AS HDPE PIPE.

2. PIPE SHALL BE INSTALLED SUCH THAT ID OF BOTH PIPES

ARE FLUSH AT THE JOINT.

NOTES:

PVC/STEEL PIPE

AS SPECIFIED

GRIND 1/4"

RADIUS ON

STEEL PIPE

HDPE PIPE

AS SPECIFIED

C-900

HDPE FLANGED CONNECTION

1.4D

.5 D

8"

2"

9"

D

D

9" D 8"

T Y P

" (T

Y P

.5 D M

IN

REV 110112

C-220

C-210

C-221

TRASH RACK #4 @ 9"

DRAIN PIPE

#4 @ 9" (TYP)

FLOW

(SIDE ENTRANCE) FLOW

FILTER FABRIC #4 @ 9"

U N O

(TYP)

FOR PIPE LOCATION &

SIZE SEE PLAN

EXTEND TO

1.5 D ABOVE

CHANNEL INVERT

EXTEND TO 1.5D

ABOVE CHANNEL

INVERT

(HEADWALL

ENTRANCE/EXIT)

APPROX EXTENSION

OF RIP-RAP

#4 @ 9"

(TYP EACH SIDE)

TYPICAL GRADING PLAN

TYPICAL PLAN

DETAIL PLAN

TYPICAL DETAIL PLAN & SECTION

LARGE DRAIN PIPE

INLET AND OUTLET

TRANSITION TO

REQ'D CHANNEL

SECTION (SEE

PLAN)

LC DRAINAGE DITCH

SLOPE 1:1 OR

AS INDICATED

5/8" HOLE FOR 1/2"

ADH ANCHOR

WITH NUT & WASHER

(TYP EACH CORNER

AND @ 18" MAX

SPACING TOP)

PLAN

ELEVATION

1 1/2"x3/8" STEEL

BARS @ 3/4" OC WITH

3/8" BANDING BAR ALL

AROUND, SEAL WELDS,

GALVANIZE AFTER

FABRICATION

TRASH RACK

REV 110112

C-221

ORIGINAL SHEET - ARCH D

A

B

C

D

V4 c u se rs d iy e ru sa lim e ts d c a c c d o c s\ st a n te c c o n su lt in g

_m o c c a si n

_h a tc h e ry p ro je c t fil e s\

.0 d e si g n

.7 d ra w in g s\ c iv il\ g c

.0

.0

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:3

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M

Permit/Seal

Drawing No.

ofRevision:

File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd.Dwn.

2025.04.11

C lie n t/

P ro je c t

Project No.:

Scale:

M O

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22402869

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Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D O

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T sc a le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o St a n te c w ith o u t d e la y.

T h e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re th e p ro p e rt y o f St a n te c

R e p ro d u c tio n o r u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y S ta n te c is f o rb id d e n

C o p yr ig h t R e se rv e d

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W a ln u t C re e k, -7

Te l:

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.c o m

4 51 2 3

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CIVIL

STANDARD DETAILS -2

ARF DEW XXX

GC-2

D G

S R

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D E W jr c^l fco(Qz — '------------- -"VO fofo 3*1

CO S

74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

|^^^5/2V/Z®23

06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

STRUCTURAL WORK POINTS

POINT#

WP1

WP2

NORTHING

2118841.78

2118823.44

EASTING

6617005.29

6617020.90

DESCRIPTION

REUSE STRUCTURE (SW) CORNER

REUSE STRUCTURE (SE) CORNER

STRUCTURAL WORK POINTS

POINT#

WP1

WP2

NORTHING

2118841.78

2118823.44

EASTING

6617005.29

6617020.90

DESCRIPTION

REUSE STRUCTURE (SW) CORNER

REUSE STRUCTURE (SE) CORNER

ORIGINAL SHEET - ARCH D

A

B

C

D

V4 c u se rs d iy e ru sa lim e ts d c a c c d o c s\ st a n te c c o n su lt in g

_m o c c a si n

_h a tc h e ry p ro je c t fil e s\

.0 d e si g n

.7 d ra w in g s\ c iv il\ c

.0

.0

:1

:2

P M

Permit/Seal

Drawing No.

ofRevision:

File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd.Dwn.

2025.04.11

C lie n t/

P ro je c t

Project No.:

Scale:

M O

C C

A

SI

N C

R E E K

F

IS

H H

A

TC

H E R

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C A

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FO

R N

IA

D

E P

A R

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T O

F

FI

SH

A

N D

W

IL

D

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FE

M O

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A

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N

IA

22402869

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Y .M

M .D

D

Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D O

N O

T sc a le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o St a n te c w ith o u t d e la y.

T h e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re th e p ro p e rt y o f St a n te c

R e p ro d u c tio n o r u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y S ta n te c is f o rb id d e n

C o p yr ig h t R e se rv e d

St a n te c C o n su lt in g S e rv ic e s In c

T re a t B o u le v a rd S u it e

W a ln u t C re e k, -7

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4 51 2 3

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0 40 80

SCALE IN FEET

HATCHERY

BUILDING

DISTRIBUTION

BOX

HEAD

FLUME

EXISTING GAS

CONTROL COLUMNS (TYP 4)

CHAINLINK

FENCE

SETTLING

POND

PREDATOR

FENCE

GARAGE/OFFICE

RESTROOMS

FREEZER

BUILDING

POND SERIES A

POND SERIES B

POND SERIES C

POND SERIES D

POND SERIES E

POND SERIES F

POND SERIES G

POND SERIES H

BENCHMARKS

NUMBER NORTHING EASTING ELEVATION DESCRIPTION

BM-1 2118227.9320 6617804.4970 931.51

4" BRASS DISK, STAMPED " SAN FRANSICO

H.H.WS. STA, ELEV 926.99"

BM-2 2118596.0810 6617583.1660 909.30 1" IRON PIPE W/ YELLOW CAP PLS 8008

GENERAL SHEET NOTES

1. SITE SURVEY WAS PERFORMED IN DECEMBER,2018 BY

LEE INC. HORIZONTAL AND VERTICAL DATUMS ARE

DEFINED BY BENCHMARK BM-1 LOCATED ON

MOCCASIN DAM BASED ON INFORMATION FOR THIS

BENCHMARK PROVIDED BY SAN FRANCISCO PUBLIC

UTILITIES COMMISSION. ELEVATIONS ARE SHOWN IN

THE HETCH HETCHY DATUM.

2. CONTRACTOR SHALL MAINTAIN PUBLIC ACCESS TO

AREAS TO BE DEFINED BY HATCHERY STAFF

THROUGHOUT THE DURATION OF CONSTRUCTION.

3. ALL STRUCTURE COORDINATES ARE TO THE OUTSIDE

CORNER OF COLUMN OR STRUCTURE UNO.

4. PRIOR TO EXCAVATION IN THE VICINITY OF ANY

UNDERGROUND UTILITIES, INCLUDING ALL DOMESTIC

WATER, PROCESS WATER, SEWER, STORM DRAIN,

BURIED ELECTRICAL POWER, COMMUNICATIONS

LINES, OR OTHERS, CONTRACTOR SHALL POTHOLE TO

DETERMINE LOCATION OF UTILITIES. TAKE ALL

NECESSARY PRECAUTIONS TO PROTECT

UNDERGROUND UTILITIES FROM DAMAGE.

EXISTING

SPILLWAY

MOCCASIN

CREEK

GARAGE

CARPORTS

(TYP 2)

FEED STORAGE

BINS (TYP 6)

VEHICLE

GATE

GRAVEL

ACCESS

ROAD

VEHICLE

GATE

(EXISTING)

VEHICLE

GATE

(EXISTING)

FLOOD PROTECTION

BERM

VEHICLE

GATE

PROTECT

EXISTING 18" HDPE PIPE

SEE SHEET C-2

UNUSED

CONCRETE PONDS

(TYP 3)

CREST OF

MOCCASIN DAM,

APPROX

FUEL TANKS

ON CONCRETE PAD

WATER

VAULT

HANDICAPPED

PARKING SPACES

T A

IL

F L U

M E

REUSE PUMP STATION

PEDESTRIAN

GATE

EXISTING

LEGEND

ASPHALT SURFACING, EXISTING

GRAVEL SURFACE,EXISTING

BIRD PREDATOR FENCE, EXISTING

CHAIN LINK FENCE, NEW,

CHAIN LINK FENCE, EXISTING

ASPHALT SURFACING, NEW

BM-1

EMERGENCY

PUMP STATION

BM-2

HB

HB

CAL TRANS ROW

HB

HB

GARAGE

WARDEN

OFFICE/SHOP

RETAIN AND PROTECT

EXISTING ELECTRICAL

PANELS

SETTLING POND

BYPASS OUTFALL

SETTLING POND

OUTFALL

18" CMP

VEHICLE

GATE

(EXISTING)

CA H

W

Y 1

STEPS

UTILITY WATER,

SEE M-1

WP1 WP2

FLOW METER,

(EXISTING)

REPLACE EXISTING ASPHALT

AROUND REUSE PUMP

STATION WITH GRAVEL

SURFACING, MATCH

EXISTING GRADES AND

SLOPES

C-1

CIVIL SITE PLAN

CWSDEW ARF

1"=40'

5. THE CONTRACTOR SHALL PROPERLY DISPOSE OFF

SITE OF ALL DEBRIS FROM DEMOLITION AT

CONTRACTORS EXPENSE UNO.

6. AT COMPLETION OF CONSTRUCTION, CONTRACTOR

SHALL RESTORE ASPHALT PAVING AND GRAVEL

SURFACING IN ALL WORK AREAS AND AT ANY

LOCATIONS DAMAGED BY CONSTRUCTION, INCLUDING

HATCHERY ACCESS ROAD.

7. RESTORE ALL EXISTING GRAVEL SURFACING AT

COMPLETION OF CONSTRUCTION, SEE DETAIL C-132

ON SHEET GC-1.

8. REPLACE EXISTING ASPHALT AROUND REUSE PUMP

STATION WITH GRAVEL SURFACING, SEE DETAIL C-132

ON SHEET GC-1.

9. SEE SHEET C-2 FOR TABLE OF CONSTRUCTION

WORKPOINTS.

10. PROVIDE 3' MIN COVER OVER UTILITY WATER PIPE.

GENERAL SHEET NOTES (CONTINUED)

D G

S R

E V

IE

W

C O

M M

E

.0

.0

B

P U

M P

S

TA

TI

O

N R

E D

E

SI

.0

.1

D E W

C-2

4" DR (PV01)

0.5% SLOPE,

APPROX 250 LF

DAYLIGHT DRAIN

PIPE IN EXISTING

DITCH ALONG N SIDE

OF ENTRY ROAD,

APPROX IE 865.00

TEE AT CONNECTION

TO EXISTING PIPE

2" TEE W/ BLIND FLANGE

FOR FUTURE CONNECTION

2" UW (PV01)

SEE NOTE 10

jr c^l fco(Qz — '------------- -"VO fofo 3*1

CO S

74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

|^^^5/2V/Z®23

06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

8" 2'-6"

8"

9"

9"

0'-8"

1'-6" 9"

ORIGINAL SHEET - ARCH D

A

B

C

D

V4 c u se rs d iy e ru sa lim e ts d c a c c d o c s\ st a n te c c o n su lt in g

_m o c c a si n

_h a tc h e ry p ro je c t fil e s\

.0 d e si g n

.7 d ra w in g s\ c iv il\ c

.0

.0

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P

M

Permit/Seal

Drawing No.

ofRevision:

File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd.Dwn.

2025.04.11

C lie n t/

P ro je c t

Project No.:

Scale:

M O

C C

A

SI

N C

R E E K

F

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H H

A

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H E R

Y

C A

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FO

R N

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A R

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22402869

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TA

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M .D

D

Th e

C o n tr a c to r sh a ll v e rif y a n d b e r e sp o n si b le f o r a ll d im e n si o n s.

D O

N O

T sc a le t h e d ra w in g a n y e rr o rs o r o m is si o n s sh a ll b e r e p o rt e d t o St a n te c w ith o u t d e la y.

T h e

C o p y rig h ts t o a ll d e si g n s a n d d ra w in g s a re th e p ro p e rt y o f St a n te c

R e p ro d u c tio n o r u se f o r a n y p u rp o se o th e r th a n t h a t a u th o riz e d b y S ta n te c is f o rb id d e n

C o p yr ig h t R e se rv e d

St a n te c C o n su lt in g S e rv ic e s In c

T re a t B o u le v a rd S u it e

W a ln u t C re e k, -7

Te l:

(9

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GENERAL SHEET NOTES

1. CONTRACTOR SHALL PROTECT AND REUSE EXISTING EXPOSED

HDPE PIPE AS PART OF NEW REUSE SUPPLY PIPING. TOTAL

LENGTH OF EXISTING PIPE IS APPROXIMATELY 600 FEET.

CONTRACTOR TO EVALUATE CONDITION AND SUPPLEMENT AND

REPLACE PIPE AS NECESSARY FOR A COMPLETE INSTALLATION.

2. A 4" EXISTING DOMESTIC WATER LINE IS BURIED IN THE GRAVEL

ROAD AND TO THE WEST OF THE REUSE PUMP STATION.

CONTRACTOR SHALL POTHOLE TO LOCATE WATER LINE

PROTECT PIPELINE AND MAINTAIN CONTINUOUS SERVICE

THROUGHOUT CONSTRUCTION. REROUTE EXISTING HDPE

DOMESTIC WATER LINE IF NEEDED TO AVOID NEW WORK.

COORDINATE OUTAGE WITH HATCHERY STAFF.

3. FOR PIPING, STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN

INVERT ELEVATIONS SHOWN OR SPECIFIED.

4. PIPE DIAMETERS SHOWN ARE NOMINAL DIAMETERS. SEE

SPECIFICATION FOR DETERMINATION OF WALL INSIDE DIAMETER,

WALL THICKNESS, AND PRESSURE RATING.

5. LOCATE BURIED UTILITY PIPE AND EXTEND TO REUSE PUMP

STATION, SEE SHEET M-1.

6. PROVIDE THRUST BLOCKS AT ALL FITTINGS ON PUMPED REUSE

WATER PIPELINE. AT CONTRACTOR'S OPTION, MECHANICAL JOINT

RESTRAINT MAY BE PROVIDED IN PLACE OF THRUST BLOCKS,

EBARA IRON SERIES 2000PV, OR EQUAL.

7. PIPES SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD

DETAILS C-601 AND C-605.

8. INSTALL SLIDE GATE FLUSH TO FLOOR.

9. FOLLOWING CONSTRUCTION RESTORE/REPLACE FENCE GATES

AND DAMAGED OR RELOCATED EXISTING FENCES.

10. CORE DRILL WALL FOR PIPE PENETRATION THROUGH EXISTING

DRAIN CHANNEL. PRIOR TO CORE DRILLING, CONTRACTOR SHALL

LOCATE THE REBAR IN THE WALL AND VERIFY CORE DRILL

LOCATIONS WITH ENGINEER. FOLLOWING INSTALLATION, FILL

ANNULAR SPACE AROUND PIPE WITH NON-SHRINK GROUT FOR A

WATER TIGHT SEAL.

24" DR ( PV05)

. G-1

SECTION

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

B

TO REUSE

PUMP STATION

MANUAL

HAND

CRANK

GRAVEL

SURFACING

INSTALL GATE FLUSH TO FLOOR

PER MFR RECOMMENDATIONS

DRILL & EPOXY #5@6" OC

EACH FACE HORIZ. INTO (E)

WALL & VERT. INTO (E) FOUNDATION

DETAIL

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

EL 867.5±

24" DR ( PV05)

EXISTING TAIL

FLUME WALL

REMOVE 48" ± LENGTH OF EXISTING WALL & INSTALL

(N)24" PIPE & GATE INTO RECAST CONC

GREENSTREAK CJ1020

WATERSTOP ADHERED

CONTINUOUSLY TO SIDE WALL,

FOUNDATION & SIDE WALL

.G-1

24" SLIDE GATE

GREENSTREAK CJ1020 WATERSTOP ADHERED

CONTINUOUSLY AROUND (N) 24"Ø PIPE

FLANGE MOUNT SLIDE GATE TO

NEW CONCRETE ON SIDES

C-2

B

C-2

SITE PIPING PLAN

CWSDEW ARF

AS SHOWN

D G

S R

E V

IE

W

C O

M M

E

.0

.0

REUSE PUMP STATION AREA ENLARGED PLAN

SCALE: 1" = 10'C-2

REUSE

PUMP

STATION

4" HDPE EXISTING DOMESTIC

WATER LINE, SEE NOTE 2

EXISTING

FENCE GATE

LOW HEADLOSS RUBBER

CHECK VALVE, IE 867.75

EXISTING STEPS

12'-0"

18" R ( PE05)

EXISTING

VEHICLE GATE

SEE NOTE 8

EXISTING

FENCE

POWER

POLE

G-1

COTG C-302

2" UW (PV01)

NEW GRAVEL

SURFACING, APPROX

5227 SQ FT. REMOVE

EXISTING ASPHALT

PREDATOR FENCE

(EXISTING)

EXISTING 18" HDPE

PIPE

10'-0"

FLOW METER MOUNTED TO

EXPOSED PIPE, PROTECT AND RETAIN

FL X FL SLEEVE COUPLING

AT CONNECTION TO

EXISTING EXPOSED HDPE

PIPE

SLOPE PIPE BETWEEN

FITTINGS TO TRANSITION

ELEVATION

6" DR ( PV03)

24" OF ( PV05) SEE NOTE 10

6"X4" TEE (TYP)

S=2%

C-2

TRANSFORMER ,

SERVICE ENCLOSURE.AND ATS ENCLOSURE

(EXISTING, APPROX LOCATION) SEE SFPUC

REFERENCE DRAWING

4" DR (PV01)

FLEX COUPLING

24" OF (PV05)

6" DR (PV05)

FILTER FABRIC

SECTION

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

A

A C-2

IE 865.65

WSE 867.50

M-112 PIPE THIMBLE,

TYP

EL 865.40

M-112 PIPE THIMBLE,

TYP

FOR STRUCTURAL

DETAILS, REFERENCE

STANDARD DETAIL C-220

TRASHRACK PER

STD DETAIL C-221

FLEX COUPLING (TYP)

IE 865.65

C-2

STOPLOGS BY OWNER (TYP)

IE 868.60

TOC 869.00

OUTFALL STRUCTURE PLAN

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

LOW HEADLOSS

RUBBER CHECK VALVE

DRUM FILTER

BACKWASH

IE 867.5

IE 865.65

WSE 870.3±

SLEEVE

COUPLING

24" DR ( PV05)

2" TEE W/ BLIND FLANGE

FOR FUTURE CONNECTION

EXISTING 16'

FENCE GATE,

SEE NOTE 9

SEE NOTE 10

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74231

EXP. 6/3&/2bZ5 /-S'\ Ua r>i

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06/06/2025

V1

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

07/25/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

25-2557

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Permit/Seal

Drawing No.

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File Name: N/A

Title

Sheet:

YYYY.MM.DDDsgn. Chkd. Dwn.

2025.04.11

C lie n t/

P ro je c t

Project No.:

Scale:

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A

ALL CONSTRUCTION JOINTS, SHALL BE ROUGH AND THOROUGHLY

CLEANED FOR BOND.

LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE

DRAWINGS OR APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS

LOCATED ON THE DRAWINGS, OR REQUIRED FOR CONSTRUCTION BUT NOT

SHOWN ON THE DRAWINGS, SHALL HAVE A 6" FLATSTRIP WATERSTOP IF

IN CONTACT WITH WATER. IN ADDITION, JOINTS IN ALL SLABS COVERED

WITH WATER SHALL HAVE BOTH A 6" FLATSTRIP WATERSTOP AND A

SEALANT GROOVE.

DOWELS, PIPE, WATERSTOPS AND OTHER INSTALLED MATERIALS AND

ACCESSORIES SHALL BE HELD SECURELY IN POSITION WHILE

CONCRETE IS BEING PLACED.

UNLESS OTHERWISE INDICATED, ASIDE FROM NORMAL ACCESSORIES

USED TO HOLD REINFORCING BARS FIRMLY IN POSITION, THE

FOLLOWING SHALL BE ADDED:

+/- 3/8 INCH FOR MEMBERS WITH DEPTH D </= 8 INCHES

+/- 1/2 INCH FOR MEMBERS WITH DEPTH D > 8 INCHES

STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS AS

CONTAINED IN THE SIXTEENTH EDITION OF THE AISC STEEL CONSTRUCTION MANUAL.

STRUCTURAL WIDE FLANGE SHAPES AND CHANNEL SHALL BE STEEL MEETING ASTM

A-992 SPECIFICATIONS.

OTHER SHAPES, BARS, PLATES AND SHEETS SHALL BE OF STEEL MEETING ASTM A-36

SPECIFICATIONS.

PIPE, PIPE COLUMNS, AND BOLLARDS SHALL BE OF STEEL MEETING ASTM

A-53, TYPE E OR S, GRADE B STANDARD WEIGHT, UNO.

HSS SHALL BE OF STEEL MEETING ASTM A-500 GRADE B.

STEEL JOISTS, BEAMS, AND GIRDERS SHALL NOT BE RELOCATED WITHOUT APPROVAL BY THE

ENGINEER.

ALL WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL CONFORM TO AWS CODE

FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. QUALIFICATIONS OF WELDERS

SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR STANDARD QUALIFICATION

PROCEDURE OF THE AWS.

ALL GRATINGS SHALL BE GALVANIZED STEEL, AND RAILINGS SHALL BE ALUMINUM.

UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STRUCTURAL CONCRETE

SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI

IN 28 DAYS.

REINFORCEMENT STEEL SHALL BE DEFORMED BARS CONFORMING IN

QUALITY TO THE REQUIREMENTS OF ASTM A-615, "SPECIFICATIONS FOR

DEFORMED BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT",

GRADE 60.

COLUMN SPIRALS SHALL CONFORM TO ASTM A-615, "DEFORMED AND

PLAIN BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT, GRADE 60

OR ASTM A-82 "STEEL WIRE, PLAIN, FOR CONCRETE REINFORCEMENT".

ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS,

UNLESS OTHERWISE INDICATED, SHALL BE IN ACCORDANCE WITH

ACI-315, "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED

CONCRETE STRUCTURES", LATEST EDITION.

TOLERANCES IN PLACING REINFORCEMENT SHALL BE:

IN SLABS #5 RISER BARS AT 36 INCHES OC MAXIMUM TO

SUPPORT TOP REINFORCING BARS.

IN WALLS WITH 2 CURTAINS #3 U OR Z SHAPE SPACERS

AT 6 FEET OC EACH WAY.

A)

B)

ALL GROUT SHALL BE NON-SHRINK GROUT, UNLESS INDICATED OTHERWISE.

UNLESS OTHERWISE SHOWN CONCRETE WALLS AND SLABS SHALL BE

REINFORCED AS FOLLOWS: #4@12" EW , CENTER OF 6" SECTIONS; #5@12"

EW, CENTER OF 8" SECTIONS; #4 @ 12" EW EF OF 10" SECTIONS; #5@12"

EW EF OF 12" AND THICKER SECTIONS.

FOR CONCRETE PLACED AGAINST EARTH

(SEE CONSTRUCTION JOINT DETAILS FOR

THIN SLABS-ON-GRADE, BOTTOM COVER

MAY BE LESS THAN 3" IF SO INDICATED)

FOR SURFACES IN CONTACT WITH WATER OR WEATHER

AND FORMED SURFACES IN CONTACT WITH EARTH

WHEN FILLING THE STRUCTURES WITH WATER FOR THE TEST REQUIRED

IN THE SPECIFICATIONS, ALL VARIOUS BASINS LOCATED IN THE SAME

STRUCTURE SHALL BE FILLED SIMULTANEOUSLY AT THE SAME RATE IN

ORDER TO KEEP THE SAME LEVEL IN EACH BASIN.

DETAILS ON GS SHEETS ARE PART OF STANTEC'S STRUCTURAL STANDARD

DETAILS.

THESE DETAILS ARE TO BE USED WHEN REFERRED TO OR WHEN NO

OTHER MORE RESTRICTIVE OR…