Roseville City Council
April 16, 2025

1. WHERE SEVERAL CONDUITS ARE INSTALLED, FITTINGS MAY BE STAGGERED.

NOTES:

EXPANSION FITTING
JOINT

EXPANSION

STRUCTURE
TYP
S
EM125 EXPOSED CONDUIT

EXPANSION FITTING
PLAN

SECTION
NOTES:
4" MIN

GROUTED CELL

CONDUITPVC COATED
PLATE

MOUNTING

FIXTURE

SUPPORTBOX

BELOWTO
8"MINGROUT
CLR
2" MIN
CLR
2" MIN
CLR
2" MIN
REQUIREMENTS.

1. REFER TO STRUCTURAL DRAWING FOR ADDITIONAL GROUT AND REINFORCEMENT TO STRUCTURAL DRAWINGS.

ABOVE IF REQUIRED. REFER

HORIZONTAL REINFORCEMENT

CMU WALL
EM172
S
TYP

ELECTRICAL BOX BESIDE OPENINGFULLY GROUTED CMU WALL
AROUND)(TYP ALLMAX 1 1/2"MIN 1"
PlotDate:13-DEC-20243:11:04PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L150 ASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
RM
11843A1000TE07.dgn

TYPICAL DETAILS
ELECTRICAL 7
00TE07
hgarcia
4'-0" MAX
1'-6" SQ
3"
1 1/2" (TYP)

EMBEDMENT
2'-6"MIN
4-#5 #3 @ 6"
GROUT 1" NON-SHRINK
BOLTS
ANCHOR 3/4 x 12 x 12
AL PL 5 SQ
GROUT 1" NON-SHRINK AL 5 SQ x 0.250 WALL 3/8 AL PL 1/2" RADIUS (TYP) ROUND CORNERS TO 1/4 AL PL

TYP DEVICE
5'-0"MAX
6'-6"MAX
4'-0" MAX
6'-0"MAX
6"
6"
No. 20740

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
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®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

C POST BASE

B SECTION
KEY NOTES:

ENCLOSURES IS 1'-6".MAXIMUM OFFSET TO THE CENTERLINE OF EQUIPMENT OR SPACED VERTICAL SUPPORTS AT 4 FOOT MAXIMUM SPACING.FOR MOUNTING STANDS WIDER THAN 4 FEET PROVIDE EQUALLY 3 2
1 4
THE PREFORMED CHANNEL.FOR ENCLOSURES THAT CAN BE MOUNTED DIRECTLY TO PROVIDE ADDITIONAL PREFORMED CHANNEL SUPPORTS 5 FOR JUNCTION BOXES.OPTIONAL HORIZONTAL SUPPORTS AND AVAILABLE SPACE DESIGNED BY THE CONTRACTOR.CHANNEL. EQUIPMENT ANCHORAGE TO THE MOUNTING BOARD SHALL BE LESS THAN 20 POUNDS THAT CANNOT BE MOUNTED DIRECTLY TO PREFORMED PROVIDE A MOUNTING BOARD FOR INSTRUMENTS AND DEVICES WEIGHING 4 B- 5
2 PREFORMED SINGLE CHANNELS.

4. HORIZONTAL AND VERTICAL SUPPORTS SHALL CONSIST OF
ISOLATE DISSIMILAR METALS AS SPECIFIED IN THE SPECIFICATIONS.

3. WHERE CONCRETE ANCHORS COME IN CONTACT WITH DISSIMILAR METALS,

2. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

TO THE SPECIFICATIONS FOR DESIGN CALCULATION SUBMITTAL REQUIREMENTS SPECIFIED DESIGN CRITERIA OR DIMENSIONAL LIMITATIONS IN THIS DETAIL. REFER SUBMIT DESIGN CALCULATIONS FOR EACH INSTALLATION THAT EXCEEDS THE - MAXIMUM EQUIPMENT LOAD OF 100 LBS PER VERTICAL SUPPORT- RISK CATEGORY: III AND IV- SEISMIC DESIGN CATEGORY: A THROUGH D- STAINLESS STEEL OR HOT-DIPPED GALVANIZED PREFORMED CHANNEL CRITERIA.

1. AS SHOWN, THE MOUNTING STAND IS SUITABLE FOR THE FOLLOWING DESIGN NOTES:

TYP
EM210 INDOOR EQUIPMENT MOUNTING STAND
S
CL
CL
CL
1/4
1/4
1/4

A- ELEVATION -C

C- SECTION

C- B- ELEVATION
GENERAL NOTES:

4. WEIGHT OF DEVICE(S) SHALL NOT EXCEED 300 POUNDS.3. USE STAINLESS STEEL FASTENERS FOR MOUNTING DEVICES.

SPECIFICATIONS.

2. COAT ALUMINUM SURFACES IN CONTACT W/ CONCRETE PER 1. USE ELEVATION B WHERE A SEPARATE FOUNDATION IS REQUIRED.

EM202 DEVICE SUPPORT AND MOUNTING
TYP
S

C- CHANNEL

PREFORMED

PLATE (TYP)
3-HOLE CORNER

PLATE (TYP)
4-HOLE TEE

SUPPORT (TYP)

VERTICAL

SUPPORT (TYP)
3 HORIZONTAL
BOARD

MOUNTING
1 1'-0"MIN

GROUT (TYP)
1" NON-SHRINK

CHANNEL MOUNTING

POST BASE FOR SINGLE PREFORMED CHANNEL
W/ 5" MIN. EMBED (TYP)

CONCRETE ANCHOR
1/2" DIAMETER
PlotDate:13-DEC-20243:05:50PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L151 ASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
RM
11843A1000TE08.dgn

TYPICAL DETAILS
ELECTRICAL 8
00TE08
hgarcia
1 8"
18"
5'MAX
4'-0" MAX
6"
6"
No. 20740

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

C POST BASE

B SECTION
KEY NOTES:

ENCLOSURES IS 1'-6".MAXIMUM OFFSET TO THE CENTERLINE OF EQUIPMENT OR SPACED VERTICAL SUPPORTS AT 4 FOOT MAXIMUM SPACING.FOR MOUNTING STANDS WIDER THAN 4 FEET PROVIDE EQUALLY 3 2
1 4
THE PREFORMED CHANNEL.FOR ENCLOSURES THAT CAN BE MOUNTED DIRECTLY TO PROVIDE ADDITIONAL PREFORMED CHANNEL SUPPORTS 5 FOR JUNCTION BOXES.OPTIONAL HORIZONTAL SUPPORTS AND AVAILABLE SPACE 5 DESIGNED BY THE CONTRACTOR.CHANNEL. EQUIPMENT ANCHORAGE TO THE MOUNTING BOARD SHALL BE LESS THAN 20 POUNDS THAT CANNOT BE MOUNTED DIRECTLY TO PREFORMED PROVIDE A MOUNTING BOARD FOR INSTRUMENTS AND DEVICES WEIGHING 4 B- 2
HORIZONTAL SUPPORTS SHALL CONSIST OF PREFORMED SINGLE CHANNELS.

5. VERTICAL SUPPORTS SHALL CONSIST OF PREFORMED DOUBLE CHANNELS.

ISOLATE DISSIMILAR METALS AS SPECIFIED IN THE SPECIFICATIONS.

4. WHERE CONCRETE ANCHORS COME IN CONTACT WITH DISSIMILAR METALS,

3. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

EXCEED 12 SQUARE FEET PER VERTICAL SUPPORT.

2. THE TOTAL SURFACE AREA OF ALL EQUIPMENT AND MOUNTING BOARDS SHALL NOT TO THE SPECIFICATIONS FOR DESIGN CALCULATION SUBMITTAL REQUIREMENTS.

SPECIFIED DESIGN CRITERIA OR DIMENSIONAL LIMITATIONS IN THIS DETAIL. REFER SUBMIT DESIGN CALCULATIONS FOR EACH INSTALLATION THAT EXCEEDS THE - MAXIMUM EQUIPMENT LOAD OF 100 LBS PER VERTICAL SUPPORT- RISK CATEGORY: III AND IV- SEISMIC DESIGN CATEGORY: A THROUGH D- NON -SPECIAL WIND REGIONS- WIND EXPOSURE CATEGORY: C- BASIC WIND SPEED (3 SECOND GUST. 33 FEET ABOVE GROUND) : 120 MPH- STAINLESS STEEL OR HOT-DIPPED GALVANIZED PREFORMED CHANNEL CRITERIA.

1. AS SHOWN, THE MOUNTING STAND IS SUITABLE FOR THE FOLLOWING DESIGN NOTES:

TYP
EM211 OUTDOOR EQUIPMENT MOUNTING STAND
S
(OFFICE AREAS)

RECEPTACLE

NETWORK JACK AND
(OFFICE AREAS)INDIVIDUAL RECEPTACLE

FLOORFINISHED
TYP
S
EM725 OUTLET BOX MOUNTING

DOOR FRAME TRIM

OF STROBE
7'-0" TO BOTTOM
FIRE

CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND

RECEPTACLE

VERTICALLY WITH SWITCH

THERMOSTAT, ALIGN

CORROSIVE AREAS)
(EQUIPMENT AREAS, WET AND

NETWORK JACK
12" MAX
4'-0" TO TOP

OF PLATES

HORN/STROBE

FIRE ALARM

STATION (WHERE REQUIRED)

FIRE ALARM MANUAL PULL

LIGHT SWITCH
GENERAL NOTES:

WALL UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

1. ALL SWITCHES AND RECEPTACLES SHALL BE EMBEDDED IN THE

KELLEMS GRIP

EQUIPMENT CABLE
JUNCTION BOX 3
1 2
2 TYP
S
EM315 SUBMERSIBLE EQUIPMENT

CABLE CONNECTION DETAIL
# KEY NOTES:

3. REFER TO SPECIFICATIONS AND PLANS FOR NEMA TYPE.

DRAWINGS, CONDUIT AND CABLE SCHEDULE FOR DETAILS.

2. POWER AND CONTROL CONDUITS. REFER TO THE ELECTRICAL
THE AVAILABLE FAULT CURRENT REQUIREMENTS.PROVIDE CIRCUIT BREAKERS OR FUSES, AS REQUIRED, TO MEET TRANSITION FROM THE EQUIPMENT CABLE TO FIELD WIRING.

1. PROVIDE TERMINAL STRIPS OR POWER DISTRIBUTION BLOCKS TO C- 3-1/4"

CHANNEL

PREFORMED

PLATE (TYP)
3-HOLE CORNER

PLATE (TYP)
4-HOLE TEE

SUPPORT (TYP)

VERTICAL

SUPPORT (TYP)

HORIZONTAL
3 1/2" MIN
3 BOARD

MOUNTING
1 1'-0"MIN

GROUT (TYP)
1" NON-SHRINK

CHANNEL MOUNTING

POST BASE FOR DOUBLE PREFORMED CHANNEL
(TYP)
W/ 5" MIN EMBED.

CONCRETE ANCHOR
1/2" DIAMETER
PlotDate:13-DEC-20243:12:21PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L152 ASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
RM
11843A1000TE09.dgn

TYPICAL DETAILS
ELECTRICAL 9
00TE09
DFassbinder

CONDUIT COUPLING

METALLIC CONDUITPVC COATED
2'-0" (MIN)
No. 20740

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
TYP
J
EM900

DUCT BANK

DUCT BANK CROSSING UNDER SLAB
TYP
J
KEY NOTES:

DIRECT BURIED OR BELOW SLAB CONDUITRISER THROUGH FLOOR SLAB TYP
EM107

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

GENERAL NOTES:
1 5
4 3
EXPANSION JOINT MATERIAL.
5 SPACE CONDUITS WITH A MINIMUM OF 2" EDGE-TO-EDGE DISTANCE BETWEEN THE 4 EXTEND THE EXPANSION JOINT FILLER MATERIAL A MINIMUM OF 2" BELOW THE SLAB.

FORMING FINS IN THE ANNULAR SPACE.MATERIAL WITH 10 MIL PVC PIPE SEALANT TAPE TO PREVENT CONCRETE PASTE MATERIAL, DECK-O-FOAM OR APPROVED EQUAL. SEAL ALL EXPANSION JOINT FILLER 3 WRAP THE CONDUIT WITH 1/2" POLYETHYLENE CLOSED CELL EXPANSION JOINT FILLER 2 CONDUIT RISERS AND ELBOWS SHALL BE PVC COATED METALLIC CONDUIT.

COUPLING.
1 TRANSITION TO THE SPECIFIED EXPOSED CONDUIT TYPE AFTER THE CONDUIT EM901
TYP
J

ENCLOSUREELECTRICAL
TYP
TYP
SC012
SD702
TYP
EM020

WITHOUT A BLOCKOUTDUCT BANK RISER TO ELECTRICAL EQUIPMENT

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

GENERAL NOTES:

STD HOOK
EM902
EM001
TYP
2 PlotDate:13-DEC-20243:06:03PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L153 ASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
RM
11843A1000TE10.dgn

TYPICAL DETAILS
ELECTRICAL 10
00TE10
DFassbinder
W

0.2 W, 3" MIN
1"
45°
3 .25
3 .5

WIDTH (W)

CEILING
GRILLE
No. 37915

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

OPPOSED BLADEBALANCING DAMPER

BRANCH BOOT, SIZETO MATCH GRILLEFRAME SIZE

AIR OUTLET OR INLET

FASTEN GRILLE FRAMETO DUCT BOOTFACE GASKET

A- RETURN DUCT

SUPPLY, EXHAUST, OR

END VIEW

RECTANGULAR

END VIEW
ROUND
SUPPLY
(EXHAUST)
RETURN
SUPPLY
(EXHAUST)
RETURN
WORM TYPE DRIVE SCREWS @ 4" MAXFLAT BAND CLAMPS
BONDED TO FORM SLEEVE.FLEXIBLE DUCT MATERIAL
1" SST BAND
SEE NOTES 1 AND 2.

TO PROVIDE MOVEMENT.

DAMPEN VIBRATION AND
1". PROVIDE SLACK TO

CL OF SUPPORT CL OF SUPPORT

OC OR WITH SSTATTACH WITH SST

3. FOR EXTERIOR LOCATIONS, PROVIDE SHEET METAL COVER.

2. FOR FLEXIBLE CONNECTOR TYPE FL-1 OR FL-2 ONLY.

1. BOND LONGITUDINAL JOINT PER MANUFACTURER'S RECOMMENDATION.

NOTES:
1" (TYP)
TYP
HA120
S 5/17/18
(FL-1 OR FL-2)CONNECTION - FLEXIBLE FOR METAL DUCTS
2'-0" 2'-0"

ENDS OF DUCTS
2" TO 6" CLR BETWEEN
TYP
HA320
S 5/17/18

TURNING VANES FOR METAL DUCT
SHEET 1 OF 2

4.5" R

RECTANGULAR TURNING VANESDOUBLE WALLED
DUCTWORK GAUGE)MIN 24 GAUGE (MATCH

DOUBLE WALLED TURNING VANES

4.5" R

RECTANGULAR TURNING VANESSINGLE WALLED
DUCTWORK GAUGE)MIN 22 GAUGE (MATCH

SINGLE WALLED TURNING VANES
DOUBLE VANE - 48"SINGLE VANE - 36"LENGTH:UNSUPPORTED VANE MAXIMUM NOTES:

FOR APPROVAL.

4. OTHER VANE SIZES, SPACINGS OR CONFIGURATIONS CAN BE REVIEWED BY ENGINEER OF RECORD RUNNERS.CERTAIN VELOCITIES OR PRESSURES WELD VANES TO RUNNERS ON APPROPRIATE INTERVALS ALONG

3. ALL VANES SHALL BE SECURE AND STABLE IN INSTALLED OPERATING POSITION. IF NECESSARY, AT 2. VANES SHALL BE SECURELY FASTENED TO RUNNERS.1. INSTALL VANES IN SECTIONS OR USE TIE RODS TO LIMIT THE UNBRACED VANE LENGTH.

TYP
HA520
S

GRILLE - SUPPLY/RETURN/EXHAUST - METAL
11/13/18

A- SECTION
PLAN
TYP
HA320
S 5/17/18

TURNING VANES FOR METAL DUCT
SHEET 2 OF 2

TURNING VANESINGLE WALLED
DUCTWORK GAUGE)MIN 22 GAUGE (MATCH

SINGLE WALLED TURNING VANES
FOR APPROVAL.

4. OTHER VANE SIZES, SPACINGS OR CONFIGURATIONS CAN BE REVIEWED BY ENGINEER OF RECORD RUNNERS.CERTAIN VELOCITIES OR PRESSURES WELD VANES TO RUNNERS ON APPROPRIATE INTERVALS ALONG

3. ALL VANES SHALL BE SECURE AND STABLE IN INSTALLED OPERATING POSITION. IF NECESSARY, AT 2. VANES SHALL BE SECURELY FASTENED TO RUNNERS.1. INSTALL VANES IN SECTIONS OR USE TIE RODS TO LIMIT THE UNBRACED VANE LENGTH.NOTES:

CENTERLINE R = 3W/2 UNLESS OTHERWISE SPECIFIED - IS NOT TYP
HE150 FAN - CEILING RESTROOM EXHAUST
S 5/22/18
FAN

EXHAUST

IN FAN BOXBACKDRAFT DAMPER

ON DRAWINGSAS INDICATED SIZE OR TRANSITION

TOP & BOTTOM OF FLANGEWITH LOCKWASHER ATPROVIDE DOUBLE NUTS

ROOF STRUCTUREON HOW TO ATTACH TO DRAWINGS FOR DETAILS REFER TO STRUCTURAL

HOW TO INSTALL IN CEILINGDRAWINGS FOR DETAILS ON REFER TO ARCHITECTURAL TYP
HE166
S SHEET 2 OF 2 5/23/18

1. SEAL AIRTIGHT AND WATER TIGHT PER LOUVER MFR RECOMMENDATIONS.

NOTES:

AIRFLOW
TYP
HE540

ANCHORS BY MFR/OTHERS

SHEET METAL TRANSITION

PER MFR/OTHERSADDITIONAL SUPPORT

W/MOTORIZED DAMPERCOMBINATION LOUVER

WALL SLEEVESHEET METAL

DAMPER ACTUATOR

MOTOR GUARD SCREEN

SUPPLY/EXHAUSTFAN - WALL MOUNTED PROPELLER
FRAME ALL AROUND1-1/2"x1-1/2"x1/8"ANGLE

SUPPLY/EXHAUST FANPROPELLER

AIRFLOW

AIRFLOWAIRFLOW

PROVIDE ACCESS DOOR

DRAWINGS FOR WALL TYPEREFER TO STRUCTURAL
TYP
HE166
S SHEET 1 OF 2 5/23/18

ANCHORS BY MFR/OTHERS

SHEET METAL TRANSITION

PER MFR/OTHERSADDITIONAL SUPPORT

MOTOR GUARD SCREEN

WALL SLEEVESHEET METAL

1. SEAL AIRTIGHT AND WATER TIGHT PER LOUVER MFR RECOMMENDATIONS.

NOTES:
(BDD-3) BACKDRAFT DAMPER
TYP
HE520

LOUVERSTATIONARY
FRAME ALL AROUND1-1/2"x1-1/2"x1/8"ANGLE

SUPPLY/EXHAUST FANPROPELLER

SUPPLY/EXHAUSTFAN - WALL MOUNTED PROPELLER

AIRFLOWAIRFLOW

AIRFLOWAIRFLOW

DRAWINGS FOR WALL TYPEREFER TO STRUCTURAL
PlotDate:13-DEC-20246:08:48PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TH01.dgn
CG
154

TYPICAL DETAILS
HVAC 1
00TH01
DFassbinder
4 '-6"5'-1
0"
2"
1"
No. 37915

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
PER DETAIL MP100/TYPSECURE PIPE TO WALL

SHOWN ON PLANEQUIPMENT AS DRAIN FROM HVAC

FOR DISTANCEREFER TO HVAC PLANS

PEA SIZE GRAVEL

GROUT AT INLET
WALL CONSTRUCTION TYPE.ARCHITECTURAL DRAWINGS FORREFER TO STRUCTURAL AND 1" AIR GAPFRP GRATING

ON DRAWINGS

AS INDICATED
18" OR
EARTH

FABRICSOIL SEPARATOR

POLYETHYLENE

HDPE OR
TYP
SB110
TYP
MP544
PIPE IS TRIPPING HAZARD.

1. ROUTE CONDENSATE LINE BELOW GRADE AND ENTER SIDE OF DRYWELL IF CONDENSATE NOTE:

S
HE520
TYP

LOUVER - STATIONARY - INTAKE/EXHAUST
SHEET 1 OF 2 12/28/18
WITH THE STRUCTURAL BRACING AND EXTERIOR WALL.

3. COORDINATE THE SEQUENCE OF INSTALLATION OF DAMPERS AND LOUVERS

2. REFER TO MANUFACTURE RECOMMENDATIONS FOR INSTALLATION.

1. ALL FASTENERS SHALL BE STAINLESS STEEL.

NOTES:

AND FLASHING DETAILS

DETAILS OF WALL OPENINGS

STRUCTURAL DRAWINGS FOR

REFER TO ARCHITECTURAL AND
(EXHAUST)

BIRD SCREEN
(INTAKE)

INSECT SCREEN

TO WALL

DRAWINGS FOR ATTACHMENT

REFER TO STRUCTURAL

BACK DRAFT DAMPER
(BDD-3)

WALL TYPE

DRAWINGS FOR

STRUCTURAL

REFER TO
S
HE520
TYP
SHEET 2 OF 2 12/28/18
LOUVER
WITH THE STRUCTURAL BRACING AND EXTERIOR WALL.

3. COORDINATE THE SEQUENCE OF INSTALLATION OF DAMPERS AND LOUVERS

2. REFER TO MANUFACTURE RECOMMENDATIONS FOR INSTALLATION.

1. ALL FASTENERS SHALL BE STAINLESS STEEL.

NOTES:

AND FLASHING DETAILS

DETAILS OF WALL OPENINGS

STRUCTURAL DRAWINGS FOR

REFER TO ARCHITECTURAL AND

MOTORIZED DAMPER MOUNTINGLOUVER - STATIONARY - INTAKE/EXHAUST WITH (EXHAUST)

BIRD SCREEN
(INTAKE)

INSECT SCREEN

TO WALL

DRAWINGS FOR ATTACHMENT

REFER TO STRUCTURAL

DRAWINGS FOR WALL TYPE

REFER TO STRUCTURAL
TYP
HE620
S

PIPE CONNECTION - AC CONDENSATE

A DRAW THRU UNIT

B BLOW THRU UNIT
SHEET 1 OF 2
C
2 12/28/18
PRESSURE +1"FAN TOTAL STATICBY 2+1"PRESSURE DIVIDEDFAN TOTAL STATIC

UNIT CONNECTIONPIPE SIZE SAME AS

PLUG AND ADAPTER

AIR HANDLING UNIT

SEE PLANFOR CONTINUATION
VENT

IF SHOWN ON DRAWINGSTO DRYWELL

UNIT CONNECTIONPIPE SIZE SAME AS
C
2 PLUG AND ADAPTER

AIR HANDLING UNIT

SEE PLANFOR CONTINUATION
VENT

IF SHOWN ON DRAWINGSTO DRYWELL
PRESSURE +1"FAN TOTAL STATIC
HE540
TYP
S
SILL

EXTENDED
RECOMMENDATIONS.

MANUFACTURER'S
LOCATION. INSTALL PER

SEE PLANS FOR SIZE AND
MOTORIZED DAMPER.

LOUVER WITH

COMBINATION INTAKE

AND FLASHING DETAILS

DETAILS OF WALL OPENINGS

STRUCTURAL DRAWINGS FOR

REFER TO ARCHITECTURAL AND

LOUVER - OPERABLE - INTAKE/EXHAUST
6/6/18
(EXHAUST)

BIRDSCREEN
(INTAKE)

INSECT SCREEN

DAMPER ACTUATOR
STRUCTURAL BRACING AND EXTERIOR WALL.

3. COORDINATE THE SEQUENCE OF INSTALLATION OF DAMPERS AND LOUVERS WITH THE

2. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.

1. ALL FASTENERS SHALL BE STAINLESS STEEL.

NOTES:

DRAWINGS FOR WALL TYPEREFER TO STRUCTURAL
TYP
HE350 UNIT HEATER - WALL MOUNT - ELECTRIC
S 5/23/18

UNIT HEATERHANGER BRACKET WITH

UNIT HEATER CABINET

PLANS FOR CONFIGURATION AND HEIGHT

SECURE UNIT HEATER TO WALL SEE FLOOR

ROTATION OF UNIT HEATER
POWER CONDUITS FOR 180°

FLEXIBLE CONTROL AND

ALLOW ENOUGH SLACK IN

DRAWINGS FOR WALL TYPEREFER TO STRUCTURAL

ATTACHMENT TO WALL SYSTEM

REFER TO STRUCTURAL DRAWINGS FOR PROPER
TYP
HE620
R

PIPE CONNECTION - AC CONDENSATE
SHEET 2 OF 2
C
1 DRYWELL
11/14/24
PlotDate:13-DEC-20246:08:55PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TH02.dgn
CG
155

TYPICAL DETAILS
HVAC 2
00TH02
DFassbinder
1/2"
R
3"1"
No. 37915

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

ROOFING SYSTEMAS SPECIFIED ONARCHITECTURALDRAWINGS
TYP
HP318
R

VENT THROUGH STEEL ROOF DECK
2 FELT STRIPS IN FLASHINGCEMENT OVER FLANGE

ROOFING SYSTEM

SOLDER LAP SEAM

LEAD SLEEVE AS

ALTERNATE CAP DETAIL
1/8" THICK STEELPIPE SLEEVE
1/8
TYP

ROOF DECK REINFORCING

AS SPECIFIED

DETAILED ABOVE
LEAD CAP. LAP 2" MINIMUM
PLATE 3/16" x 1'-2" x 1'-2" STEEL ROOF DECK
4 1/2" OD MAXIMUM
4"

SET FLANGE IN FLASHING CEMENT
ON THE DRAWINGSVENT PIPE. SIZE AS INDICATED

LEAD SLEEVE WITH FLANGE
SHEET 1 OF 2

INSIDE VENT PIPE

CAULK ALL AROUNDWITH SYNTHETICRUBBER SEALING COMPOUND
TYP
HP318
S 9/29/21

VENT THROUGH STEEL ROOF DECK
SHEET 2 OF 2
3'-0"MINIMUM

FASTENER THROUGHFLASHING, INSULATION ASSPECIFIED, AND ROOF PANEL

STAINLESS STEELCLAMPBLACK EPDMFLASHING
3'-0" MINIMUM
INSIDE VENT PIPE.SOLDER LAP SEAM

LEAD SLEEVE AS

ALTERNATE CAP DETAIL

DETAILED ABOVE
LEAD CAP. LAP 2" MINIMUM
SET FLANGE IN FLASHING CEMENT.LEAD SLEEVE WITH FLANGE.

2. SLEEVE ID SHALL BE MINIMUM OF PIPE OD + 1/4".1. SLEEVE LENGTH VARIES WITH INSULATION SYSTEM THICKNESS.NOTES:
4 1/2" OD MAXIMUM

CAULK ALL AROUND WITHSYNTHETIC RUBBERSEALING COMPOUND

VENT PIPEON THE DRAWINGSSIZE AS INDICATED
TYP
HP538
S 9/13/18

REDUCER(AS REQUIRED)

WATER HAMMERARRESTOR

SHUTOFF VALVE

J-BOX PW SUPPLY

CONDUIT
UNION
1/2" PW

CONTROLIN-LINE FLOW

WATER HEATERINSTANTANEOUS

SERVICE SINKLAVATORY OR

FOR CONTINUATIONREFER TO HVAC PLANS

SINKWATER HEATER - INSTANTANEOUS ELECTRIC -
TYP
HP610
S 9/13/18

NON FREEZE PROTECTEDEMERGENCY SHOWER & EYE/FACE WASH -
CHAIN
SPRING

VALVE W/PUSHSTAY OPEN BALL

FOOT PEDAL

W/COVER

EYEWASH

SHOWER HEAD

FINISH FLOOR
OTHERWISE INDICATEDTO FLOOR UNLESS1 1/4" DISCHARGE

ADJACENT GUARDRAIL

SAFETY SIGN
1 1/2" WATER

ON THE DRAWINGS

HANDLE OPERATOR
SUPPLY

HANDLE OPERATORVALVE W/PULLSTAY OPEN BALL

SPECIFIED FOR OUTDOORINSULATE PIPING ASEXPOSED PIPING
SHOWER TO BE HAWS MODEL 8300.158

PIPE SUPPORT (TYP)
WITH SP157A SCALD PROTECTION BLEED VALVE
TYP
HP230
S 9/12/18

DRAIN WITH TRAP - OPEN EQUIPMENT
TYP
HP220
R 11/14/24

DRAIN WITH TRAP - FLOOR
VARIES
TYP
SC012
INDICATED ON PLAN.

2. TRAP IS REQUIRED WHEN DRAINING INTO SANITARY SEWER ONLY, UNLESS OTHERWISE DRAIN.

1. PROVIDE 12" RADIUS SLOPE TO EQUIPMENT DRAINS WHERE FLOOR DOES NOT SLOPE TO NOTE:

SURROUNDING FLOORDRAIN 1" BELOW

SET TOP OF FLOOR

FLOOR ELEVATIONS

SEE FLOOR PLANS FOR
ON THE FLOOR PLANS.FLOOR DRAIN AS INDICATED

FINISH FLOOR TO SLOPE TO
(SEE NOTE 1)

REINFORCINGADDITIONAL

TRAP PRIMER CONNECTION

3. SLEEVE ID SHALL BE MINIMUM OF PIPE OD + 1/4".2. SLEEVE LENGTH VARIES WITH INSULATION SYSTEM THICKNESS.

CONSTRUCTION SHALL BE PER DETAIL SJ402/TYP WITH RAIN SKIRT.

1. LOCATE PIPE BETWEEN WEBS ONLY. FOR INSTALLATIONS WHERE WEB IS CUT, THE NOTES:
11/14/24

SPECIFIEDSYSTEM ASINSULATION

PITCHED ROOF

OTHERWISE

EQUAL UNLESS NOTED
Z1025 OR APPROVED

AIR GAP FITTING ZURN

FOR SIZE)

DRAIN (REFER TO PLAN

OPEN EQUIPMENT

DRAWINGS FOR DETAILS)
(REFER TO STRUCTURAL

FINISHED FLOOR OR ROOF

FOR SIZE

REFER TO PLANS

TRAP PRIMER CONNECTION
PlotDate:13-DEC-20246:09:04PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TH03.dgn
CG
156

TYPICAL DETAILS
HVAC 3
00TH03
DFassbinder
2"
2" (TYP)
6" (TYP)
4" (TYP)
6" 6"
No. 37915

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

ROUND DUCT

WIDTH OR OD OF

RECTANGULAR DUCT
OVERHEAD CONC.

ROD (TYP)
1/8" x 4" NEOPRENE PAD. BOND TO DUCTALL AROUND.

HOT-DIP GALV CONC

LOCKNUTS AND
1/8" x 4" STRAP.CENTER ON THE
DUCT
ANGLE

WASHERS (TYP)

HANGER ROD
L 4 x 4 x 3/8

INSERT (TYP)
LEG OF ANGLE.

NUT AND WASHER
FOR STEEL FRAMES,SEE SHEET 2 OF 2.

FOR SEISMICBRACING, SEESHEET 2 OF 2
A- -A SECTION CL OF BOLTS (TYP) 1/2"Ø BOLTS WITH
#4 x 3'-0" (TYP)

3. TO APPLY TO ALL RECTANGULAR DUCTS & ALL ROUND DUCTS 18" AND LARGER.

2. SEE DRAWINGS FOR THE SIZE OF DUCT.

1. ALL METAL SHALL BE HOT-DIP GALV STEEL UNLESS OTHERWISE INDICATED ON THE DWGS.

NOTES:

DUCT
(TYP 4 PLACES)
ANGLE. BOND TO ANGLEx WIDTH OF ALUMINUM1/8" THICK NEOPRENE TYP
LEGS; TYPWELD BOTH
ALUMINUM ANGLES.

BOTHLEGS

OF DUCT)

ON THE DRAWINGS

AIR DUCT HANGER AND SUPPORT SCHEDULE
L 2 x 2 x 0.250

ANGLE SIZE
L 3 x 3 x 0.375
L 2 1/2 x 2 1/2 x 0.375

DUCT WIDTH
18" THRU 40" 8'-0" OC MAX
4'-0" OC MAX8'-0" OC MAX

DUCTWIDTH
VARIES.

SEE
DRAWINGS.
3'-0"MAX
LESS THAN 18"
GREATER THAN 40"
1 1
3/8" END PL (TYP 4 PLACES)
SEE SCHEDULE. (TYP)
WITH EPOXY. (TYP 4 SIDES
3/4"Ø SST CONC ANCHORS
DIAMETER OF ROUND DUCT.

1. DUCT WIDTH SHALL BE THE LONG DIMENSION OF RECTANGULAR DUCT OR THE OUTSIDE NOTE:

SPACING WHEN NOT INDICATED
TYP

LIGHT DUTY DUCTWORK

MASONRY WALLSOLID GROUTED CONCRETE OF
TYP
HS184
S 9/14/18

DUCT SUPPORT FOR RECTANGULAR/ROUND DUCT -TRAPEZE FROM OVERHEAD SHEET 1 OF 2
TYP
HS350
S 9/14/18

DUCT - WALL BRACKET OUTSIDEDUCT SUPPORT FOR VERTICAL RECTANGULAR SHEET 1 OF 2
TYP
HS350
S 9/14/18

DUCT - WALL BRACKET OUTSIDEDUCT SUPPORT FOR VERTICAL RECTANGULAR SHEET 2 OF 2
DUCT
TYP
LEGS; TYPWELD BOTH BOTH
LEGS

ON THE DRAWINGS

AIR DUCT HANGER AND SUPPORT SCHEDULE
L 2 x 2 x 0.250

ANGLE SIZE
L 3 x 3 x 0.375
L 2 1/2 x 2 1/2 x 0.375

DUCT WIDTH
18" THRU 40" 8'-0" OC MAX
4'-0" OC MAX8'-0" OC MAX

DUCTWIDTH
VARIES.

SEE
DRAWINGS.

LESS THAN 18"
GREATER THAN 40"
1 1
3/8" END PL (TYP 4 PLACES)
4 SIDES AROUND DUCT

2. SOLID GROUTED CMU TO EXTEND MIN. 12" ALL AROUND PAST CENTERLINE OF ANCHOR.

DIAMETER OF ROUND DUCT.

1. DUCT WIDTH SHALL BE THE LONG DIMENSION OF RECTANGULAR DUCT OR THE OUTSIDE NOTE:

SPACING WHEN NOT INDICATED
3/4"Ø TYPE 316 SST CONC ANCHORS
TYP 4 PLACES MIN 6" EMBED
IN SOLID GROUTED CMU. (SEE NOTE 2)
BELOW)ANGLE FRAME(BEARS ONDUCT 4 SIDES.ATTACHED TO ANGLE FLANGE TYPE 316 SST ANGLES.
(TYP 4 SIDES OF DUCT)ANGLE WITH EPOXY.TYPE 316 SST ANGLE. BOND TONEOPRENE x WIDTH OF DUCT PROVIDE 1/8" THICKBETWEEN ANGLE FRAME AND (TYP 4 SIDES)MAX. 8"OC SCREWSTAPPING NO.12 SELFTYPE 316 SST SEE SCHEDULE. (TYP)
TYP
S 08/22/18

THROUGH WALL
HT350 PENETRATION-RECTANGULAR DUCT
AL L3 x 3 x 0.250 (TYP)

COVERING (TYP)WEATHERPROOF INSULATION WITH
SCREWS @ 12" OC (TYP)SST SHEET METAL
SEALANTEXPANDING FOAMWEATHERPROOF1" GAP FILL WITH

EXTERIOR INTERIOR
ANCHORS @12" OC (TYP)
WALL
WALL
DUCT
1/8" NEOPRENE PAD (TYP)
CHAIN
SPRING

VALVE W/PUSHSTAY OPEN BALL

FOOT PEDAL

W/COVER

EYEWASH

SHOWER HEAD

FINISH FLOOR
OTHERWISE INDICATEDTO FLOOR UNLESS1 1/4" DISCHARGE

ADJACENT GUARDRAIL

SAFETY SIGN
1 1/2" WATER

ON THE DRAWINGS

HANDLE OPERATOR
SUPPLY

HANDLE OPERATORVALVE W/PULLSTAY OPEN BALL
SHOWER TO BE HAWS MODEL 8309

PIPE SUPPORT (TYP)
TYP
HP640
S 2/19/21

EMERGENCY SHOWER & EYE/FACE WASH - INDOOR
TYP
HS184
R 11/14/24

DUCT SUPPORT FOR RECTANGULAR/ROUND DUCT -TRAPEZE FROM OVERHEAD SHEET 2 OF 2
L 3 x 3 x 1/4
(TYP)

PIPESPARALLEL TOROOF BEAM
OF EVERY OTHER HANGER.L 3 x 3 x 1/4 AT EACH SIDELONGITUDINAL BRACE 1/2" PL
1/2" PL
L 3 x 3 x 1/4
PARALLEL TO C8 PIPE SUPPORT
1/2" PL
(TYP)
1 TO PIPESPERPENDICULARROOF BEAM

ALSOSEE

ALSOSEE

EACH SIDE OF EVERY
PL 1/2" x 3" (TYP)
TRANSVERSE BRACEL 3 x 3 x 1/4 AT
PERPENDICULAR TOC8 PIPE SUPPORTPIPES
BRACES. (TYP)
C- B- A- -C -B -A DETAIL DETAIL DETAIL ALTERNATE WITH TRANSVERSE 5/8"Ø BOLT (TYP) 5/8"Ø BOLT (TYP) 5/8"Ø BOLT (TYP)PL 1/2" x 6" x 12" 5/8"Ø BOLT (TYP) 2 MAX OTHER HANGER (TYP) PIPES. SEE . TYP TYP MP185 MP185 1/4 1/4 1/4 1/4 1/4 1/4 TYP 2" UNION #5 @12" EW T&B 6" COMPACTED ABC (TYP) TYP 4" FW (TYP) MK TYP 2'-6" 2" 12"2" GV 4'-0" 10'-6" CONNECTION CHECK VALVE FIRE DEPARTMENT (TYP) CIRCUIT TO ALARM FIRE ALARM BELL TO ALARM CIRCUIT AND PRESSURE GAUGE TAMPER SWITCH OS&Y GATE VALVE AND OF EXTERIOR DOOR NFP VALVE WITHIN 5'-0" SCALE: SCALE: TYP FLOW SWITCH TYP
HP710
R 11/14/24

FIRE RISER - WET PIPE
MP032
MP544
NP503

B- SECTION NO SCALE

A PLANNO SCALE
B- MP310 PlotDate: 13-DEC-2024
6:09:11PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TH04.dgn
CG
157

TYPICAL DETAILS
HVAC 4
00TH04
DFassbinder
1'-2"R
8"R
6"
10"
4'-0"
1'-2"R
8"R
1'-6"
3'-6"
3'-6"
1'-6"
VARIES
3'-6"
1'-2"R 8"R
8" 3 1/4" (TYP)
1"
1'-6"
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
NOTES:

1. DIFFUSER AND DIFFUSER MATERIALS AS SPECIFIED IN SECTION 15050.

2. USE SERVICE SADDLE FOR PIPE CONNECTION FOR DUCTILE IRON PIPE.

TYP
12/01/22
MA417
S SHEET 1 OF 2

WASHDOWN - HOSE RACK
RACK
RACK

CONCRETE ORMASONRY WALL
1" NON-SHRINKGROUT (TYP) -B -B WALL MOUNTED SECTION
AL CS6 x 4.03

NUT, AND WASHER (TYP)
AL CS6 x 4.03 (TYP)

FREE STANDING
1/2" AL PL
2" (TYP) 2"
1" (TYP)
1/2"Ø SST CA (TYP)
1/2"Ø SST CA (TYP)
1/2"Ø SST CA (TYP)
1/4
TYP
TYP
12/01/22
MA417
S SHEET 2 OF 2

WASHDOWN - HOSE RACK

TO FLOOR DRAIN ASFINISH FLOOR TO SLOPE

FUNNEL ON EQUIPMENTDRAIN ONLY

ADDITIONALREINFORCING
SET TOP OF FLOORDRAIN 1" BELOWSURROUNDING FLOOR
VARIES
DRAIN.

1. PROVIDE 12" RADIUS SLOPE TO EQUIPMENT DRAINS WHERE FLOOR DOES NOT SLOPE TO NOTE:

INDICATED ON THE FLOOR PLANS. SEE FLOORPLANS FOR FLOOR ELEVATIONS.

TYP
SC012
TYP
MA201 DRAIN - FLOOR OR EQUIPMENT DRAIN W/ TRAP
S 12/18/2023

TO FLOOR DRAIN ASFINISH FLOOR TO SLOPE

FUNNEL ON EQUIPMENTDRAIN ONLY

ADDITIONALREINFORCING
SURROUNDING FLOORDRAIN 1" BELOWSET TOP OF FLOOR
DRAIN.

1. PROVIDE 12" RADIUS SLOPE TO EQUIPMENT DRAINS WHERE FLOOR DOES NOT SLOPE TO NOTE:

INDICATED ON THE FLOOR PLANS. SEE FLOORPLANS FOR FLOOR ELEVATIONS.

TYP
SC012
TYP
MA203 DRAIN - FLOOR OR EQUIPMENT DRAIN W/O TRAP
12/18/2023

OPEN END

ADAPTERPACKING NUT &TUBE LENGTHSUIT DIFFUSERCHAIN LENGTH TO

REMOVABLE

DIFFUSERASSEMBLY
1/3
REDUCERINSERT 1" x 3/4"
BODYFULL BOREVALVE WITH1 1/2" BALL
PIPE. SEE NOTE 2.WELDED TO STEEL1 1/2" HALF COUPLING
TYP
11/14/24
MC777
R
DIFFUSER - "STAB TUBE" AT WELDOLET
CHECK VALVE 3/4" PVC
DIFFUSER TUBE1" DIA HASTELLOY
RACK

GUARDRAIL MOUNTED

TOP OF CONC

U-BOLTS -A
A- SECTION 3-8 3-8

AL OR SST GUARDRAIL

3. WALL MOUNTED HOSE RACKS ON MASONRY WALL SHALL BE FASTEN TO GROUTED CELLS.

LONG x 2'-0" WIDE x 12" DEEP CONCRETE PAD WITH #5@12" EW, T&B.

2. HOSE RACKS INSTALLED IN YARD LOCATIONS SHALL BE FREESTANDING. ANCHOR TO A 4'-6" SMOOTH.

1. HOSE RACK SHALL BE FABRICATED FROM 3/16" ALUMINUM PLATE. ROUND ALL EDGES NOTES:
1/8
1/8
PlotDate:13-DEC-20243:09:37PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TM01.dgn
DM
158

TYPICAL DETAILS
hgarcia
00TM01
MECHANICAL 1
"C"
1 1/2" (TYP)
"D"

PROVIDE CLAMP WITH SUPPORT
ROUND ALL SHARP CORNERS TO 1/2" RADIUS
"B" SCHEDULE 40 STL PIPE
MAX DIMENSION SHOWN. USE STRAIGHT THREADSLENGTH AND THREADS TO ALLOW MIN AND "A" SCHEDULE 40 STL PIPE
SQ 3/4" PL
1" NON-SHRINK GROUT

ANCHORS
4 - 3/4"Ø SST CONC
1" MIN (TYP)
3"
3"
HSS 5 x 5 x 1/4
1" NON-SHRINK GROUT

BY PIPE LAYOUTCHANNEL IF REQUIRED ADDITIONAL PREFORMED

PIPE CLAMP
NOTE 3

FORMED ENCASEMENT
NOTE 5

ORFORMENCASEMENTS
NOTE5

ORFORMEDENCASEMENT

WIDTH OF TRENCHED
8" MIN

LARGEST OD

ALONG PIPE
6"
0"
3" CLR
12"MIN
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

B- SECTION

A- SECTION

5. SPLICE PERIMETER REINFORCEMENT OUTSIDE INTERSECTION OF ENCASEMENT WHERE POSSIBLE.

4. ENCASEMENT CONCRETE: CLASS A-NA.

POLYETHYLENE SHEETING.

TROWEL TOP SURFACE AND SEPARATE ENCASEMENT FROM STRUCTURE WITH 2 LAYERS 6 MIL SECTION IS LESS THAN 12", EXTEND ENCASEMENT UPWARD TO UNDERSIDE OF SLAB. STEEL

3. WHERE DISTANCE BETWEEN BOTTOM OF STRUCTURE AND TOP OF TYPICAL ENCASEMENT

2. TERMINATE CONCRETE ENCASEMENT AT A PIPE JOINT OUTSIDE OF THE STRUCTURE.

1. PIPE MATERIAL AND PIPE JOINTS / COUPLERS AS INDICATED ON THE DRAWINGS.

NOTE:

UNO

B- B- TYP
09/13/23
MP042
N
HSS W/ PREFORMED CHANNELPIPE SUPPORT - POST ON CONCRETE: VERTICAL

3. = NOMINAL PIPE SIZE.2. = USE 2 1/2" SUPPORTS FOR PIPES LESS THEN 2 1/2"Ø.1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.NOTES:

NOTE 4
1 1" CLR, MIN
SIM
1 MIN
T.O. STRUCTURE

STD HOOK (TYP)
T.O. STRUCTURE
3" CLR, MIN (TYP AT BOTTOM OF CONC)
MIN = 1 EA CORNER.

PIPE 36" ID AND SMALLER.
#5 CONT, MAX 2'-0" OC, FOR
B
2 2 1/2 2 1/2 1 1/2
PIPE

SUPPORTED

SIZE OF
**
"A"

PIPE SIZE
"B"
PIPE SIZE "C" "D"

MINIMUM MAXIMUM
(INCHES)

ADJUSTABLE PIPE SADDLE SUPPORT SCHEDULE
* 12 8 13
3 2 1/2 1 1/2 12 8 1/2 13 1/2
3 1/2 2 1/2 1 1/2 12 8 1/2 13 1/2
4 3 2 1/2 12 9 1/2 14
6 3 2 1/2 12 10 1/2 15 1/2
8 3 2 1/2 12 11 1/2 16 1/2
10 3 2 1/2 12 13 1/2 18 1/2
12 3 2 1/2 12 15 19 1/2
14 4 3 12 16 1/2 20 1/2
16 4 3 12 17 1/2 22 1/2
18 6 3 1/2 14 19 1/2 24
20 6 3 1/2 14 21 25 1/2
24 6 4 14 23 1/2 28 1/2
30 6 4 14 27 31 1/2
32 6 4 14 28 1/2 32 1/2
36 6 4 14 30 1/2 34 1/2
1/4
***
TYP
NS 10/12/23
MP034
HEIGHT STEEL W/ TOP SADDLEPIPE SUPPORT - POST ON CONCRETE: ADJUSTABLE MP032
PIPE SUPPORT - POST ON CONCRETE:FIXED HEIGHT STEEL W/ TOP CONNECTION TO

TYP PIPE FLANGE
NS 05/31/23
1/2"x6" PLATE. TRIM AS REQDBOLT HOLES TO MATCHRESPECTIVE FLANGE

ROUND ALL SHARP

PIPE FLANGE
PL 3/4" x 10" x 10"
1" NON-SHRINK GROUT

ELEVATION

SUPPORT PIPE
"A" SCH 40 PIPE
"D" "A"
4 26 2 1/28 4

EDGES (TYP) -A SECTION
A- 1 1/2" (TYP) "D" PIPE
OTHERWISE INDICATED ON DRAWINGS. HOT-DIP GALVANIZE AFTER FABRICATION.

AREAS, ALL MATERIAL FOR SUPPORT SHALL BE HOT-DIP GALVANIZED STEEL UNLESS STRUCTURE, ALL MATERIAL FOR SUPPORT SHALL BE STAINLESS STEEL. IN ALL OTHER

1. IF SUPPORT IS SUBMERGED OR LOCATED BELOW THE TOP OF WALL IN WATER BEARING NOTE:

CONC SLAB

PIPE AND WELD SIZE
"T"
1/8
1/8
1/4
T

FLG BASE
1/2"x6" PLATE
T

TRIM AS REQ'D
1/2"x6" PLATE.

PL 3/4" x 12" SQ

PREFORMED CHANNEL
1/4" PL
1/4
1/81/8
CL
CL

ASREQUIRED
2'-0"MAX
1 1/2" (TYP) -A
1/4
BOLTS

A- SECTION
NOTES:1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

PIPE SUPPORTPREFORMED CHANNEL
MP018 PIPE ENCASEMENT -

TYP SHALLOW FOUNDATION - THICKENED SLAB
07/03/23
MP003 PIPE ENCASEMENT - BELOW STRUCTURE
TYP
S SHEET 2 OF 2 06/03/24
MP003 PIPE ENCASEMENT - BELOW STRUCTURE
TYP
S SHEET 1 OF 2 06/03/24

B- VERTICAL RISER BELOW STRUCTURE
A
1 A SECTION - OF STRUCTURE

OUTSIDE LINE

SEE MECH

JOINT/COUPLER -

AND PIPE

FLOOR PENETRATION

INDICATED

EDGE WHERE

THICKENED

ALONG PIPE

LARGEST DIAMETER

HOOK (TYP) PIPE

ACI STD
& CLEARANCES IN SEC A/1

MATCH MIN DIMENSIONS
#4TIES@2'-0"
- TURNED DOWN)

ACI STD HOOK (TYP

LAP SPLICE

HEIGHTOFTRENCHED

ENCASEMENT
- AT TOP OF HORIZ
& INSIDE TYP REINF
#5X4'-0" DIA ES PIPE

AT STRUCTURE

TOP OF ENCASEMENT

SEE DRAWINGS
(OPT)

CONST JT

RISER REINF

TO MATCH VERT
VERT
REINF

LONGITUDINAL

TO MATCH
HORIZ
1 1/2" CLR, MIN
#4@2'-0"
NOTE 2.

ENCASEMENT.
5'-0" MIN
0" (TYP)
6" CLR, MIN
6" CLR, MIN
MIN = 1 EA CORNER.

PIPE LARGER THAN 36" ID.
#6 CONT, MAX 2'-0" OC, FOR
NOTE 3
MIN
#4@2'-0"#4@2'-0"
MIN 1 EA CORNER
CONT #5@2'-0" OC ES
PIPE 36" DIA & SMALLER:

UNO ON DRAWINGS:

NOTE 1

INDICATED ON DRAWINGS
BACKFILL W/ BASE MATL B.O. STRUCTURE

MINMINHE

IGHTOFTRENCHED
LARGESTO.D.
(TYP)

OR FORMED ENCASEMENT
(TYP)

PIPE FOUNDATION
MIN 1 EA CORNER
CONT #6@2'-0" OC ES
PIPE LARGER THAN 36" DIA:

ON DRAWINGS

BASE MATERIAL INDICATED
NOTE3
6"MAX
3"MIN

4. SEE CIVIL DRAWINGS FOR PIPE BEYOND ENCASEMENT.

FOR PIPE JOINT DETAIL AT TERMINATION.

3. TERMINATE ENCASEMENT AT PIPE JOINT OUTSIDE STRUCTURE. SEE MECHANICAL DRAWINGS

2. PROVIDE CONCRETE "CLASS" TO MATCH SLAB CONCRETE UNLESS OTHERWISE NOTED.

1. PIPE MATERIAL AND PIPE JOINTS / COUPLERS AS INDICATED ON THE DRAWINGS.

NOTES:

B.O. STRUCTUREPREPARED SUBGRADE
FABRIC

STABILIZATION

CL SYMM

PLACE FILL AS SHOWN
12" OR MORE BELOW STRUCTURE:

TOP OF ENCASEMENT

EXTEND ENCASEMENT TO STRUCTURE
THAN 12" BELOW STRUCTURE:TOP OF ENCASEMENT LESS
6"ALONGPIPE6"
PlotDate:13-DEC-20243:07:41PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TM02.dgn
DM
159
TYPICAL DETAILS 00TM02
MECHANICAL 2
DFassbinder
4 "MIN
4'-6" MAX
3" MIN
"D"
2" (TYP)
"D"/4
"D"/4
9"
2'-0"
12"
3'-6"MAX
3'-0"MAX
3"MIN
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

A SECTION AT WALL - B- SECTION AT SLAB
TYP
CY119
TYP
SC012
1-1/4" (TYP)
1-1/4" (TYP)
SEE DRAWINGS.ELECTRICAL CONDUITS.

CHANNEL (TYP)PREFORMED
1/81/8

PREFORMED CHANNEL
SEE NOTE 1
(TYP)
PIPE STRAP (TYP) 1/4" END
PLATE (TYP) 1/4
HSS 2 x 2 x 1/4
TYP
1/8
1" NON-SHRINKGROUT (TYP)

A- -A SECTION
TYP
TYP
1/4
TYP
1/8
TYP
90° FITTING (TYP)
PLATE 1/2" x 5" x 7"

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

NOTE:

MP100
TYP

CONCRETE PIPE SUPPORT
N SHEET 1 OF 2 10/12/23
MP100
TYP

CONCRETE PIPE SUPPORT
N SHEET 2 OF 2 10/12/23

TRAPEZE

PIPES SAME AS

AS AT TRAPEZE HOLD DOWN CLAMPS &

PIPE SUPPORT SAME

3.2 x 33.3 mm)
1-5/8" LONG (33.3 x 33.3 x
ANGLE 8 x 1-5/8" x 1/8" x

TRAPEZE SUPPORT

SEE TABLE

MACHINE BOLTS

SEE TABLE

MACHINE BOLTS

TRANSVERSE BRACE

BRACE SAME AS LONGITUDINAL DIAGONALTRANSVERSEBRACE VERT LEGS MAX
3" (7.62 mm)
MAX
3" (7.62 mm) SHOWN

TYPE C, D, & E

CONNECTION
SHOWN

TYPE A & B

CONNECTION

STRUCTURAL MEMBER

CONNECTION TO SUPPORTING
MAXMIN
2 1
1 4. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

3. FORCES DUE TO WIND LOADING ARE NOT CONSIDERED.

2. SEE TABLE 5-9, 8-9, 7-9, OR 8-9 FOR VERT. LEG & DIAGONAL BRACE.

1. REFER TO CHAPTER 3 FOR GENERAL REQUIREMENTS.

NOTES:

TYP
09/18/23
MP069
N

PIPE SUPPORT - FLOOR SUPPORTED PIPES
TYP
11/14/24
MP140
NR SHEET 2 OF 2

AT STRUCTURECONCRETE PIPE ENCASEMENT - CONNECTION
FOR REINF.SEE DRAWINGS
CONSTRUCTION JOINT. SANDBLAST ORWATERBLAST JOINT AND REINFORCEMENTPRIOR TO PLACING CONCRETE.

LAP SPLICE(TYP)
TYP
11/14/24
MP140
SHEET 1 OF 2
CONCRETE WALL.

1. TYPE OF PIPE AND TYPE OF PIPE JOINT OR COUPLER AS INDICATED ON THE DRAWINGS.NOTE:

ALONGPIPE

LARGESTOD
TYP
CY119
NR
6" MAX
FROM CY119.MATCH REINF HOOK (TYP). ACI STD

AT STRUCTURECONCRETE PIPE ENCASEMENT - CONNECTION
1/8" THICK 40 DUROMETER
ANCHOR BOLTS. SEE SCHEDULE

STRUCTURE

SUPPORT FOOTINGOR STRUCTURE
#4 EF
FOR SIZE.STRAP. SEE SCHEDULE
1" NON-SHRINK GROUT
NEOPRENE PAD. BOND TOPAINTED PIPE WITH EPOXY. -B
B- -A

SECTION

SECTION-SUPPORT AT STRUCTURE
FOR SIZE. 12" MINIMUM EMBEDMENT.
6 x BOLT DIA WITH 3" MINIMUM
#4 TIES @ 12"
#5 @ 12" EF H1E
6" MIN
FB 1/4" x 4"
FB 5/16" x 4"
FB 3/8" x 4"
6" ABC

FINISH GRADE
#4 TIES @ 12" -C SECTION-ISOLATED #4 @ 10" EW T&B "W". SEE NOTE 2.

SCHEDULE

SUPPORT WITH FOOTING
8" - 12"
14" - 24"26" - 36"
1/2"5/8"3/4"
SIZE
PIPE
SIZE
STRAP

BOLT DIA
ANCHOR
WITH BONDING AGENT AT INTERFACE WITH NEW CONCRETE.BONDED WITH MINIMUM EMBED DEPTH OF 6". ROUGHEN EXISTING CONCRETE AND COAT

3. FOR INSTALLATION ON AN EXISTING CONCRETE FLOOR, VERTICAL #5 BARS SHALL BE EPOXY 2. THE WIDTH OF THE FOOTING "W" = 2'-6". THE LENGTH OF THE FOOTING = "D" + 2'-0".1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.NOTES:

MP073 PIPE SUPPORT - FLOOR RACK: STEEL

TYP W/ PREFORMED CHANNELS
N 09/18/23
SLAB

CONCRETE

LAP SPLICE PIPE
PRIOR TO PLACING CONCRETE.

WATERBLAST JOINT AND REINFORCEMENT
CONSTRUCTION JOINT. SANDBLAST OR
(TYP)

LAP SPLICE
SEE DRAWINGS FOR REINF.

CONCRETE SLAB.

DETAIL CY119/TYP.

MATCH REINF FROM
ACI STD HOOK (TYP).
6"MAX

HOOK (TYP)

ACI STD
PlotDate:13-DEC-20243:06:19PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TM03.dgn
DM
160
TYPICAL DETAILS 00TM03
MECHANICAL 3
DFassbinder
1 1/8"
3"
3 x "A" + 6" MAX
"A" + 1" MIN
ASREQUIRED.2'-0"MAX.
1 1/2"
1"
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

CONNECTION
TYPE I

CONNECTION

TYPE II
1 1/2" TIE ROD
3/4" TIE ROD
*
*
FLANGE

PER PIPE
2 8. = AS REQUIRED TO CLEAR FLEXIBLE COUPLING. 3/4" MINIMUM AND 1 1/2" MAXIMUM.

7. GRIND ALL CORNERS SMOOTH.

6. ALL ROD CONNECTIONS SHALL BE TYPE II FOR THRUSTS GREATER THAN 30,000 POUNDS.

EVERY 6,000 POUNDS INCREASE IN THRUST.

5. FOR THRUSTS GREATER THAN 30,000 POUNDS, ADD ONE 3/4 INCH DIAMETER TIE ROD FOR

4. MINIMUM TIE ROD YIELD = 48,000 PSI.

3. PIPE THRUST = 0.7854 x D x TEST PRESSURE, WHERE "D" IS PIPE OD.

2. PIPE THRUST SHALL BE BASED ON TEST PRESSURE.

INDICATED OTHERWISE ON THE DRAWINGS.

1. ALL EXPOSED FLEXIBLE COUPLINGS SHALL HAVE TIE RODS UNLESS SPECIFICALLY NOTES:
1" PL

DETAIL -A -A -A
MP310

TYP RESTRAINED

PIPE JOINT - DIP - FLEXIBLE COUPLING -
N SHEET 2 OF 2 09/05/23
IIIIII
SEE NOTE 2.
0-6,000#
PIPE THRUST.

OF CONNECTION
II
I
TYPE
35422
NO.

DUCTILE IRON
FINGER TIGHTEN NUTS AGAINSTANCHOR PLATES. PROVIDE

OF RODS

COAT WITH EPOXY
3/8" MINIMUM.

THE DRAWINGS.

OR INDICATED ON

GAP AS SPECIFIED
"A"
3/4" TIE ROD
DOUBLE NUTS AS LOCK NUTS.
6,001 - 12,000#
12,001 - 18,000#18,001 - 24,000#24,001 - 30,000#

ROD SCHEDULE

PIPE (TYP)

AS SPECIFIED (TYP)

PREFORMED CHANNEL PIPE SUPPORT

PIPE STRAP (TYP)
"Z" FITTING
ANCHOR BOLTS IF MOUNTED ON CEILINGS.

NOTES:

2. SPACE PREFORMED CHANNEL PIPE SUPPORTS AT MAXIMUM 5'-0" O.C.

USE 3/4"Ø CONCRETE ANCHORS IF MOUNTEDON WALLS. USE 3/4"Ø CONCRETE INSERTS OR

CONCRETE OR GROUTED MASONRY WALL

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

CENTERED ON JOINT.FLEXIBLE COUPLING

SET (TYP)SPHERICAL WASHER
TYP
N SHEET 1 OF 2
MP310

RESTRAINEDPIPE JOINT - DIP - FLEXIBLE COUPLING -
9/05/23
SC012 -A-B
MP544

TYP W/ BARRIER SEALS
NS SHEET 1 OF 2 09/06/23
TYP
09/06/23
MP544
NS SHEET 2 OF 2

W/ BARRIER SEALSWALL PENETRATION - CAST-IN SLEEVE
C8 PIPE SUPPORT
L 3 x 3 x 1/4 x 4"
1/4

ROOF BEAM

WELDED BEAMATTACHMENT
1/4
FOR PIPE HANGER TO C8PIPE SUPPORT, SEE

FOR PIPE HANGER TOROOF BEAM, SEE
1/4

SEE DRAWINGS
C8 PIPE SUPPORT AS REQDTO SUPPORT PIPES
1/4 -B SECTION -A SECTION -C SECTION B- A-CL ROOF BEAM FOR HANGER TYPE 2 - L 4 x 4 x 1/4 x 6" NOTES:

1. REFER TO THE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

TYP
10/05/23
MP185

STEEL FRAMINGPIPE SUPPORT - OVERHEAD CONNECTIONS TO
TYP
10/05/23
MP218
N

W/ PIPE CLIPSPIPE SUPPORT - WALL - PREFORMED CHANNEL

SEAL (TYP)

FINISHED FLOOR MODULAR MECHANICAL
SEAL (TYP). NOTE 2.MODULAR MECHANICAL
CORE DRILL. NOTE 1.

CORE DRILL. NOTE 1.

PENETRATION.

2. WALLS 12" OR THICKER INSTALL MODULAR MECHANICAL SEAL AT BOTH ENDS OF OD.MODULAR MECHANICAL SEAL MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE

1. CORE DRILL DIAMETER. PROCEDURES, AND POST -DRILLING SURFACE PREPARATION PER NOTES:

WALL PENETRATION - CAST-IN SLEEVE
TYP

MANUFACTURER)SLEEVE (BY SEAL

SEAL (TYP)

FINISHED FLOOR MODULAR MECHANICAL
MANUFACTURER)SLEEVE (BY SEAL SEAL (TYP). NOTE 1.MODULAR MECHANICAL SLEEVE.

1. WALLS THICKER THAN 12" INSTALL MODULAR MECHANICAL SEAL AT BOTH ENDS OF WALL NOTES:

WALL PENETRATION
NEW

SLAB PENETRATION
NEW
IIIIII
SEE NOTE 2.
0-6,000#
PIPE THRUST.

OF CONNECTION
II
I
TYPE
35422
NO.

DUCTILE IRON

FINGER TIGHTEN NUTS AGAINST
PIPE
ANCHOR PLATES. PROVIDE

OF RODS
3/4" TIE ROD
DOUBLE NUTS AS LOCK NUTS.
6,001 - 12,000#
12,001 - 18,000#18,001 - 24,000#24,001 - 30,000# -A-B WALL PENETRATION EXISTING SLAB PENETRATION EXISTING PlotDate:13-DEC-20243:11:22PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TM04.dgn
DM
161
TYPICAL DETAILS 00TM04
MECHANICAL 4
DFassbinder
No. 63626

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

2. SERVICE TAP AND PLUG VALVE SHALL MATCH VALVE INLET SIZE.

1. VALVE SIZE SHALL BE AS INDICATED ON THE DRAWINGS.

NOTES:

FOR NPT NIPPLE.
4" FLANGED OUTLETOR SERVICE SADDLE

AIR/VACUUM OR AIRRELEASE VALVE

PLUG VALVE

FOR STEEL PIPE, USETHREADOLET OR HALFCOUPLING
DRAIN. SUPPORT ASREQUIRED.
4" 150 LB BLINDFLANGE. DRILL AND TAP
UNION
BIRD SCREEN COVERINGEND. TYPE 304 SSTSCREEN WITH 16 x 16MESH AND 0.041 WIRE DIA.

PIPE AS INDICATED ONTHE DRAWINGS
AIR/VACUUM AND AIRRELEASE VALVE.

DRAIN
6" AIR GAP
1/2" DISCHARGE
NIPPLE. SIZE PER

ROUTE PIPE TO NEAREST
TYP
12/01/22
MP898
SMALLER VALVEPIPING - VALVE - VACUUM AND AIR RELEASE: 3" AND

CAULK ALL AROUND

PACK WITH MORTAR
SLEEVE

ADDITIONALREINFORCING

SEALING COMPOUND

GROUT ALL AROUND
TYP
11/14/24
P302
NR

SLEEVE INSTALLATION THROUGH DRY WALLS ANDFLOOR SLABS

CONCRETE WALL OR SLAB MASONRY WALL

WITH SYNTHETIC RUBBER

POINT MORTAR AT WALLSAND UNDERSIDE OF SLAB
3/4" MAXIMUM SPACE.1/2" MINIMUM SPACE.
1/2"

4. SLEEVES FOR ELECTRICAL CONDUIT SHALL BE SCHEDULE 80 PVC.

3. STEEL SLEEVE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.

2. SLEEVES LARGER THAN 6"Ø SHALL BE 1/4" THICK STEEL PIPE.

PVC PIPE.

1. 6"Ø DIAMETER SLEEVES AND SMALLER SHALL BE SCHEDULE 40 STEEL PIPE OR SCHEDULE 80 NOTES:

TYP
SC012
PlotDate:13-DEC-20243:13:16PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TM05.dgn
DM
162
TYPICAL DETAILS 00TM05
MECHANICAL 5
DFassbinder

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

A- OR LARGER MITER ALL CORNERS OR SMALLER
TYP
S
NE105
3 IN. CHANNEL 2 IN. CHANNEL
EVERY 16 IN. (MAXIMUM) ON CENTER
FASTEN 1 IN. FROM EACH END AND

USE NONMETALLIC/NYLON RIVETS,

PANEL WIRING DUCT MOUNTING
PAN HEADSCREW#10-32

BACK PANEL

ENCLOSURE

DIN RAIL

STAND OFF
TYP
S
NE104 RAISED DIN RAIL MOUNTING
A
VIEW
PANEL

TAP BACK

MAXIMUM
18 IN.

OF DIN RAIL
PAN HEADSCREW#10-32

BACK PANEL

ENCLOSURE

BACK PANEL

THREADED

DIN RAIL
TYP
S
NE103 DIN RAIL MOUNTING
1 IN. FROM END

MAXIMUM
18 IN.

SLEEVE

COUPLING OR METALLIC
3/4 IN. GALVANIZED CONDUIT

MINIMUM

CLEARANCE CLEARANCE

MINIMUM
TYP
S
NE102 TERMINAL BLOCK CLEARANCE
2 INCHES 2 INCHES
WIRE

DUCT DUCT
WIRE

HEAT SHRINK TUBEHEAT SHRINK TUBE

INSTRUMENTATION CABLE

DRAINWIRE

CUT SHIELD FLUSHWITH JACKET

TRIM DRAINWIRE

INSTRUMENTATION CABLE

CUT SHIELD FLUSHWITH JACKET
GROUND
TO

CONNECT
WIRE
DRAIN

FIELD INSTALLATION
SIMILAR FOR 2-CONDUCTOR SHIELDED CABLE

PCM CABINET INSTALLATION
1 1
1 KEY NOTES:

TYP
S

TERMINATION DETAILSINSTRUMENTATION SHIELDED CABLE
NE101
MIN
3-IN
MIN
3-IN
PlotDate:06-DEC-20242:58:43PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L163 ASTSAVEDBY:

PROJECT NO. FILE NAME:
hgarcia CE
CE
GB
11843A1000TN01.dgn

TYPICAL DETAILS
INSTRUMENTATION 1
00TN01

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
TYP
S
NE304
+- +- TRANSMITTER
ANALOG
2 WIRE

TRANSMITTER
ANALOG
4 WIRE
+- +- TRANSMITTER
ANALOG
4 WIRE
GND
N

TRANSMITTER
ANALOG
4 WIRE
+- +- +

INDICATOR
ANALOG INPUT OR - 120VAC
120 VAC

NEUTRAL
GROUND
120VAC CB TERMINAL STRIP

NEUTRAL TERMINAL STRIP

GROUND TERMINAL STRIP
24VDC CB TERMINAL STRIP

TRANSMITTER
ANALOG
3 WIRE
VDC
24 +- +- TRANSMITTER
ANALOG
2 WIRE

INDICATOR

ANALOG INPUT OR
+

TRANSMITTER
ANALOG
4 WIRE
GND
N
120V- VDC 24 + SIG TRANSMITTER ANALOG 3 WIRE - 120 VAC NEUTRAL GND TRANSMITTER ANALOG 4 WIRE -+

SCHEMATIC
(GROUNDED) 24VDC POWER SUPPLY

FOUR WIRE TRANSMITTER WITH

SCHEMATIC
(UN-GROUNDED) 24VDC POWER SUPPLY

FOUR WIRE TRANSMITTER WITH

SCHEMATIC
FOUR WIRE (120VAC) TRANSMITTER

SCHEMATIC
24VDC THREE WIRE ANALOG TRANSMITTER

SCHEMATIC
24VDC TWO WIRE TRANSMITTER -+
24VDC
+- -+24VDC 24VDC
24VDC
+- 24VDC
VDC
24 + - VDC 24 + - VDC 24 + - INDICATOR ANALOG INPUT OR
+- INDICATOR

ANALOG INPUT OR
+- INDICATOR

ANALOG INPUT OR
+- INDICATOR

ANALOG INPUT OR
+- INDICATOR

ANALOG INPUT OR
VDC
24 + - INDICATOR
ANALOG INPUT OR -+
VDC
24 +

INDICATOR

ANALOG INPUT OR
4-20ma -+
VDC
24 +

INDICATOR

ANALOG INPUT OR
VDC
24 VDC
24 VDC
24 +- +- TRANSMITTER
ANALOG
4 WIRE
+- + - + - + - + - + - - - SIG -

ANALOG INPUT TERMINAL DETAILS

TERMINAL STRIP

ANALOG INPUT

TERMINAL STRIP

ANALOG INPUT

TERMINAL STRIP

ANALOG INPUT

TERMINAL STRIP

ANALOG INPUT

TERMINAL STRIP

ANALOG INPUT
POWER SUPPLIES. DISCONNECTING MEANS ON SYSTEMS WITH GROUNDED 24VDC

2. (-)24VDC RETURNS OR COMMONS CAN'T BE PROTECTED OR HAVE A 1. GROUND SHIELD AT ANALOG TERMINAL STRIP INSIDE PCM PANEL.

UN-GROUNDED 24VDC POWER SUPPLIES.

2. PROVIDE (-)24VDC RETURNS WITH PROTECTION ON ALL 1. GROUND SHIELD AT ANALOG TERMINAL STRIP INSIDE PCM PANEL.

KEY NOTES:

NOTES: NOTES:
1 2
3 4
KEY NOTES:
1 2

GROUNDING TERMINAL BLOCKTEST BLOCK WITH KNIFE DISCONNECT SWITCHFEED THROUGH TERMINAL BLOCKFUSED TERMINAL/DISCONNECT BLOCK 3 4
2-POLE 24VDC CIRCUIT BREAKERGROUNDING TERMINAL BLOCKTEST BLOCK WITH KNIFE DISCONNECT SWITCHFEED THROUGH TERMINAL BLOCKFUSED TERMINAL/DISCONNECT BLOCK 5 NOTES:

2. PROVIDE 120VAC CIRCUIT BREAKER FOR EACH INSTRUMENT.1. GROUND SHIELD AT ANALOG TERMINAL STRIP INSIDE PCM PANEL.

KEY NOTES:
1 2
3 4
5 120VAC CIRCUIT BREAKER

GROUNDING TERMINAL BLOCKTEST BLOCK WITH KNIFE DISCONNECT SWITCHFEED THROUGH TERMINAL BLOCKFUSED TERMINAL/DISCONNECT BLOCK NOTES:

1. GROUND SHIELD AT ANALOG TERMINAL STRIP INSIDE PCM PANEL.

KEY NOTES:
1 2
3 4 GROUNDING TERMINAL BLOCK

TEST BLOCK WITH KNIFE DISCONNECT SWITCHFEED THROUGH TERMINAL BLOCKFUSED TERMINAL/DISCONNECT BLOCK NOTES:

1. GROUND SHIELD AT ANALOG TERMINAL STRIP INSIDE PCM PANEL.

KEY NOTES:
1 2
3 4 GROUNDING TERMINAL BLOCK

TEST BLOCK WITH KNIFE DISCONNECT SWITCHFEED THROUGH TERMINAL BLOCKFUSED TERMINAL/DISCONNECT BLOCK 1 2
3 2
4 5
1 2
3 2
4 1
3 4
22 5
1 3
4 22
5 2
4 1
2 3
2 4
5 2
6 1
3 4
22 1
2 3
2 4
1 3
4 22
1 2
3 2
4 1
3 4
22 4-20ma
4-20ma
4-20ma 4-20ma
PlotDate:06-DEC-20242:59:19PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L164 ASTSAVEDBY:

PROJECT NO. FILE NAME:
hgarcia CE
CE
GB
11843A1000TN02.dgn

TYPICAL DETAILS
INSTRUMENTATION 2
00TN02

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
TYP
S
NE305 ANALOG OUTPUT TERMINAL DETAILS - TERMINAL STRIP

DEVICE ANALOG OUTPUT
FIELD
OUTPUT
ANALOG
DEVICE
FIELD
OUTPUT
ANALOG
24VDC ANALOG OUTPUT SCHEMATIC

1. GROUND SHIELD AT ANALOG TERMINAL STRIP INSIDE PCM PANEL.

KEY NOTES:
1 2
3 GROUNDING TERMINAL BLOCK

TEST BLOCK WITH KNIFE DISCONNECT SWITCHFEED THROUGH TERMINAL BLOCK NOTES: - + +
+- +- 1 2
3 4-20ma
TYP
S
NE306 DISCRETE INPUT TERMINAL DETAILS
(DRY CONTACT)
SWITCH
RTRN
IN-0
L/+ N/-

TERMINAL STRIP

DISCRETE INPUT (DRY CONTACT)
SWITCH

DISCRETE INPUT
RTRN
IN-0
L/+ N/-

VOLTAGE
I/O
INPUT

DISCRETE

VOLTAGE
I/O
(DRY CONTACT) SCHEMATIC
KEY NOTES:
1 2 FEED THROUGH TERMINAL BLOCK

FUSED TERMINAL/DISCONNECT BLOCK
NOTES:

1. REFER TO SPECIFICATIONS FOR PLC DISCRETE I/O VOLTAGE. 1 2
1 2
TYP
S
NE307

VOLTAGE
I/O
CR
120VAC
COM
OUT-0
120V
COM
OUT-0
(PANEL SOURCED) SCHEMATICDISCRETE OUTPUT TERMINAL DETAILS DEVICE
FIELD
DEVICE
FIELD
OUTPUT

DISCRETE
OUTPUT

RELAY STRIP DISCRETE

CONTROL

TERMINAL STRIP

DISCRETE OUTPUT

NEUTRAL
L/+

VOLTAGE
I/O

NEUTRAL
1 3
22 KEY NOTES:
1 2

CONTROL RELAYFEED THROUGH TERMINAL BLOCKFUSED TERMINAL/DISCONNECT BLOCK 3 NOTES:

1. REFER TO SPECIFICATIONS FOR PLC DISCRETE I/O VOLTAGE. 3 1
2 2
N/-
N/- L/+
TYP
S
NE308 DISCRETE OUTPUT TERMINAL DETAILS
(EXTERNALLY SOURCED) SCHEMATIC
CR
OUTPUT

DISCRETE
COM
OUT-0

VOLTAGE
I/O

COMMAND
RUN
1 3
4 22
KEY NOTES:
1 2
3 JUMPERCONTROL RELAYFEED THROUGH TERMINAL BLOCKFUSED TERMINAL/DISCONNECT BLOCK 4 OUTPUT

DISCRETE
COM
OUT-0

VOLTAGE
I/O

RELAY STRIP

CONTROL
3 MCC
MCC

COMMAND
RUN

TERMINAL STRIP

DISCRETE OUTPUT
4 1
2 2
NOTES:

ARE NOT ACCEPTABLE.

2. USE MANUFACTURED SPADE OR PIN STYLE JUMPER. WIRE JUMPERS 1. REFER TO SPECIFICATIONS FOR PLC DISCRETE I/O VOLTAGE.

N/- L/+
N/- L/+
PlotDate:06-DEC-20242:59:16PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L165 ASTSAVEDBY:

PROJECT NO. FILE NAME:
hgarcia CE
CE
GB
11843A1000TN03.dgn

TYPICAL DETAILS
INSTRUMENTATION 3
00TN03

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

TYP WIRING DIAGRAM
NE310 TYPICAL DISCRETE INPUT
S
(ABC TERMINAL BLOCK NUMBER)(ABC TERMINAL BLOCK NUMBER)(ABC TERMINAL BLOCK NUMBER) 120VAC
RACK 1, SLOT 2

ABCABCABC

FUSED TERMINAL BLOCKSWITCHED TERMINAL BLOCKFEED THROUGH TERMINAL BLOCK MCC
ZSO-612ZSO-612
AUX1-101
MS-101
45 101314

DISCRETE INPUT
IN-0
DF.102.00
DI.102.00
DF.102.01
DI.102.01
DF.102.02
DI.102.02
DF.102.03
DI.102.03
DF.102.04
DI.102.04
DF.102.05
DI.102.05
DF.102.06
DI.102.06
DF.102.07
DI.102.07
DF.102.08
DI.102.08
DF.102.09
DI.102.09
DF.102.10
DI.102.10
DF.102.11
DI.102.11
DF.102.12
DI.102.12
DF.102.13
DI.102.13
DF.102.14
DI.102.14
DF.102.15
DI.102.15
IN-1IN-2IN-3IN-4IN-5IN-6IN-7IN-8IN-9IN-10IN-11IN-12IN-13IN-14IN-15 V-612
VALVE
(MS101-4/PCM101-DF.102.00)
(MS101-5/PCM101-DI.102.00)

NEUTRAL
L2-0L2-1L2-2L2-3L2-4L2-5L2-6L2-7L2-8L2-9L2-10L2-11L2-12L2-13L2-14L2-15 (V612-10/PCM100-DF.102.03)
(V612-13/PCM100-DI.102.03)(V612-14/PCM100-DI.102.04)
NOTES:

1. REFER TO SPECIFICATIONS FOR PLC CARD REQUIREMENTS.

CIRCUIT BREAKER
TYP
NE311
S

ABCABCABC
RACK 1, SLOT 6
L1-0OUT-0

DISCRETE OUTPUT
L1-1OUT-1L1-2OUT-2L1-3OUT-3L1-4OUT-4L1-5OUT-5L1-6OUT-6L1-7OUT-7 (ABC TERMINAL BLOCK NUMBER)(ABC TERMINAL BLOCK NUMBER)(ABC TERMINAL BLOCK NUMBER)FUSED TERMINAL BLOCKSWITCHED TERMINAL BLOCKFEED THROUGH TERMINAL BLOCK DF.106.00
CR.106.00A
120VAC

NEUTRAL
CR.106.00
CR.106.00C
MCC
2 1

COMMAND
MS-101 RUN
(MS101-1/PCM100-CR.106.00A)
(MS101-2/PCM100-CR.106.00C)
DF.106.01
CR.106.01A
CR.106.01C
CR.106.01
DF.106.02
CR.106.02A
CR.106.02C
CR.106.02
DF.106.03
CR.106.03A
CR.106.03C
CR.106.03
DF.106.04
CR.106.04A
CR.106.04C
CR.106.04
SV-613

SOLENOID VALVE
1 (SV613-1/PCM100-DF.106.04)
2 (SV613-2/PCM100-CR.106.04A)
DF.106.05
CR.106.05A
CR.106.05C
CR.106.05
DF.106.06
CR.106.06A
CR.106.06C
CR.106.06
DF.106.07
CR.106.07A
CR.106.07C
CR.106.07

WIRING DIAGRAMTYPICAL DISCRETE OUTPUT
NOTES:

1. REFER TO SPECIFICATIONS FOR PLC CARD REQUIREMENTS.

CIRCUIT BREAKER
N/-
L/+

CRCRCRCRCRCRCRCR
CR.106.00
CR.106.01
CR.106.02
CR.106.03
CR.106.04
CR.106.05
CR.106.06CR.106.07
PlotDate:06-DEC-20242:59:25PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L166 ASTSAVEDBY:

PROJECT NO. FILE NAME:
hgarcia CE
CE
GB
11843A1000TN04.dgn

TYPICAL DETAILS
INSTRUMENTATION 4
00TN04

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
24VDC -+

FUSED TERMINAL BLOCK(ABC TERMINAL BLOCK NUMBER)
ABC

FIELD INTERCONNECTIONTERMINAL BLOCK
(ABC TERMINAL BLOCK NUMBER)(ABC TERMINAL BLOCK NUMBER)

INPUT CARD

PLC ANALOG
ABC
<BLK1>
ABC

TEST PLUG TERMINAL BLOCKFEED THROUGH TERMINAL BLOCKWIRE COLOR & NUMBER (XXX/YYY) WIRE NUMBER

I/O ADDRESSING FORMAT
W:X:Y.Z
WXYZ = OUTPUT WORD NUMBER
= SLOT NUMBER= PLC NUMBER (1, 2, 3,...)= I/O TYPE (I=INPUT, O=OUTPUT) SINGLE CABLE(4 TWISTED PAIRS WITH OVERALLSHIELD TYPICAL OF BELDEN) CHNL 7+CHNL 7-
I:2:19.7
CHNL 6+CHNL 6-
I:2:19.6
CHNL 5+CHNL 5-
I:2:19.5
CHNL 4+CHNL 4-
I:2:19.4
CHNL 3+CHNL 3-
I:2:19.3
CHNL 2+CHNL 2-
I:2:19.2
CHNL 1+CHNL 1-
I:2:19.1I:2:19.0
CHNL 0-CHNL 0+
<BLK1>
<WHT1>
<WHT2>
<BLK2><BLK3>
<WHT3>
<BLK4>
<WHT4>
<BLK1>
<WHT1>
<BLK2>
<WHT2>
<BLK3>
<WHT3>
<BLK4>
<WHT4>
PIT-310
<SHLD>
<SHLD>
<WHT4><BLK4><WHT3><BLK3><WHT2><BLK2><WHT1><BLK1>
<WHT4><BLK4><WHT3><BLK3><BLK2><WHT2><WHT1><BLK1>
+--+
(LIT600-1,2/PCM100-I:2:19.1)
LIT-600
+24
(PIT310-1,2/PCM100-I:2:19.0) -+
(LIT700-1,2/PCM100-I:2:19.2)
LIT-700
N120VAC
120
VAC
SHLD
FUA-300MH
I:2:19.7+
FUA-300PH
SHLD
FUA-300MG
I:2:19.6+
FUA-300PG
SHLD
FUA-300MF
I:2:19.5+
FUA-300PF
SHLD
FUA-300ME
I:2:19.4+
FUA-300PE
SHLD
FUA-300MD
I:2:19.3+
FUA-300PD
SHLD
I:2:19.2-
I:2:19.2+
FUA-300PC
SHLD
FUA-300MB
I:2:19.1+
FUA-300PB
SHLD
FUA-300MA
I:2:19.0+
FUA-300PA
FUA-300M
FUA-300P

TYP PLC MANUFACTURER'S I/O NUMBERING SYSTEM
NE312 TYPICAL OF ALLEN BRADLEY PLC. MODIFY TO MATCH OTHER

TYPICAL WIRING DIAGRAM ANALOG INPUT
S
= I/O TYPE (I=INPUT, O=OUTPUT)= PLC NUMBER (1, 2, 3,...)= SLOT NUMBER Z = OUTPUT WORD NUMBERYXW
W:X:Y.Z

I/O ADDRESSING FORMAT
(XXX/YYY) WIRE NUMBER

WIRE COLOR & NUMBER
ABC
<BLK1>
ABC

PLC ANALOG

TERMINAL BLOCK OUTPUT CARD

FIELD INTERCONNECTION
SHIELD TYPICAL OF BELDEN)(4 TWISTED PAIRS WITH OVERALLSINGLE CABLE Z-612
O:2:20.0+
O:2:20.0-

SHLDSHLD
O:2:20.1-
O:2:20.1+
SHLD
O:2:20.2-
O:2:20.2+
SHLD
O:2:20.3-
O:2:20.3+
<BLK1><WHT1><WHT2><BLK2><BLK3><WHT3><BLK4><WHT4><SHLD>
BWV-612
(BWV-3,4/PCM100-O:2:20.0)
<WHT4>
<BLK4>
<WHT3>
<BLK3><BLK2>
<WHT2>
<WHT1>
<BLK1>
OUT 0ANL COM
O:2:20.0O:2:20.1
ANL COMOUT 1
O:2:20.2
ANL COMOUT 2
O:2:20.3
ANL COMOUT 3
43 TYP PLC MANUFACTURER'S I/O NUMBERING SYSTEM
TYPICAL OF ALLEN BRADLEY PLC. MODIFY TO MATCH OTHERTYPICAL WIRING DIAGRAM ANALOG OUTPUT NE313
S

BLOCK NUMBER)BLOCK (ABC TERMINAL

TEST PLUG TERMINAL

NUMBER)

TERMINAL BLOCK TERMINAL BLOCK (ABC

FEED THROUGH
TYP
NE314 TYPICAL PLC 24VDC INPUT

SCHEMATIC
S
120 VAC

LOOPBREAKER

FIELD DEVICE
INPUT
IR PLC
24VDC
INPUT
SIGCOM

INTERPOSING RELAY IR
TYP
TYPICAL PLC 24VDC OUTPUTSCHEMATIC
NE315
S

SCHEMATICALLY REPRESENTED AS

LOOPBREAKER
IR
24 VDC
120 VAC
PLC
OUTPUT

BREAKERLOOP
OUTPUT
PLC

INTERPOSING RELAY IR
PlotDate:06-DEC-20242:59:23PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L167 ASTSAVEDBY:

PROJECT NO. FILE NAME:
hgarcia CE
CE
GB
11843A1000TN05.dgn

TYPICAL DETAILS
INSTRUMENTATION 5
00TN05

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
TYP
NE350
S
2-WIRE ANALOG TRANSMITTERTYPICAL SURGE PROTECTION WIRING

TRANSMITTER
ANALOG
2-WIRE
+-GND ANALOG TERMINAL STRIP 1
3 22
4 -+
VDC
24 +

INDICATOR

ANALOG INPUT OR - FIELD PANEL
KEY NOTES:

TO EQUIPMENT GROUND VIA FIELD DEVICE GROUND TERMINAL.FIELD DEVICE MOUNTED SURGE PROTECTIVE DEVICE. BONDED EQUIPMENT GROUND VIA DIN RAIL MOUNTING FOOT.PANEL MOUNTED SURGE PROTECTIVE DEVICE. BONDED TO VIA DIN RAIL MOUNTING FOOT.GROUNDING TERMINAL BLOCK. BONDED TO EQUIPMENT GROUND TEST BLOCK WITH KNIFE DISCONNECT SWITCH.FEED THROUGH TERMINAL BLOCK. 1 FUSED TERMINAL/DISCONNECT BLOCK.23456
6 5
TYP
NE351
S
3-WIRE ANALOG TRANSMITTERTYPICAL SURGE PROTECTION WIRING

TRANSMITTER
ANALOG
3-WIRE
+-GND ANALOG TERMINAL STRIP 13 22
4 -+
VDC
24 +

INDICATOR

ANALOG INPUT OR - FIELD PANEL
KEY NOTES:

TO EQUIPMENT GROUND VIA FIELD DEVICE GROUND TERMINAL.FIELD DEVICE MOUNTED SURGE PROTECTIVE DEVICE. BONDED EQUIPMENT GROUND VIA DIN RAIL MOUNTING FOOT.PANEL MOUNTED SURGE PROTECTIVE DEVICE. BONDED TO VIA DIN RAIL MOUNTING FOOT.GROUNDING TERMINAL BLOCK. BONDED TO EQUIPMENT GROUND TEST BLOCK WITH KNIFE DISCONNECT SWITCH.FEED THROUGH TERMINAL BLOCK. 1 FUSED TERMINAL/DISCONNECT BLOCK.23456
6 5
SIG -
TYP
NE352
S

TRANSMITTER
ANALOG
4-WIRE
+- ANALOG TERMINAL STRIP
13 22
4 -+
VDC
24 +

INDICATOR

ANALOG INPUT OR - FIELD PANEL
KEY NOTES:

TO EQUIPMENT GROUND VIA FIELD DEVICE GROUND TERMINAL.FIELD DEVICE MOUNTED SURGE PROTECTIVE DEVICE. BONDED EQUIPMENT GROUND VIA DIN RAIL MOUNTING FOOT.PANEL MOUNTED SURGE PROTECTIVE DEVICE. BONDED TO VIA DIN RAIL MOUNTING FOOT.GROUNDING TERMINAL BLOCK. BONDED TO EQUIPMENT GROUND TEST BLOCK WITH KNIFE DISCONNECT SWITCH.FEED THROUGH TERMINAL BLOCK. 1 FUSED TERMINAL/DISCONNECT BLOCK.23456
6 5
SIG +
TYPICAL SURGE PROTECTION WIRINGWITH GROUNDED 24VDC POWER SUPPLY4-WIRE ANALOG TRANSMITTER GND
SIG -
TYP
NE353
S

TRANSMITTER
ANALOG
4-WIRE
+- FIELD PANEL
KEY NOTES:
1234
6 SIG +
TYPICAL SURGE PROTECTION WIRING4-WIRE ANALOG TRANSMITTER GND
SIG -
WITH UN-GROUNDED 24VDC POWER SUPPLY
24VDC CB TERMINAL STRIP
VDC
24 + - 7
67 2-POLE 24VDC CIRCUIT BREAKER.

TO EQUIPMENT GROUND VIA FIELD DEVICE GROUND TERMINAL.FIELD DEVICE MOUNTED SURGE PROTECTIVE DEVICE. BONDED EQUIPMENT GROUND VIA DIN RAIL MOUNTING FOOT. 5 PANEL MOUNTED SURGE PROTECTIVE DEVICE. BONDED TO
VIA DIN RAIL MOUNTING FOOT.GROUNDING TERMINAL BLOCK. BONDED TO EQUIPMENT GROUND TEST BLOCK WITH KNIFE DISCONNECT SWITCH.FEED THROUGH TERMINAL BLOCK.FUSED TERMINAL/DISCONNECT BLOCK.

ANALOG TERMINAL STRIP
13 22
4 -+
VDC
24 +

INDICATOR
ANALOG INPUT OR - 5
PlotDate:06-DEC-20243:00:05PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L168 ASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
GB
11843A1000TN06.dgn

TYPICAL DETAILS
INSTRUMENTATION 6
hgarcia
00TN06
D
1/2"
1/8"

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
TYP
NE354
S

TRANSMITTER
ANALOG
4-WIRE

FIELD PANEL
KEY NOTES:
1234
6 SIG +
TYPICAL SURGE PROTECTION WIRING4-WIRE ANALOG TRANSMITTER GND
SIG -
7 675
VIA DIN RAIL MOUNTING FOOT.GROUNDING TERMINAL BLOCK. BONDED TO EQUIPMENT GROUND TEST BLOCK WITH KNIFE DISCONNECT SWITCH.FEED THROUGH TERMINAL BLOCK.FUSED TERMINAL/DISCONNECT BLOCK.

ANALOG TERMINAL STRIP
13 22
4 -+
VDC
24 +

INDICATOR
ANALOG INPUT OR - 5
120VAC POWER SUPPLY
120VAC CIRCUIT BREAKER.TO EQUIPMENT GROUND VIA FIELD DEVICE GROUND TERMINAL.FIELD DEVICE MOUNTED SURGE PROTECTIVE DEVICE. BONDED EQUIPMENT GROUND VIA DIN RAIL MOUNTING FOOT.PANEL MOUNTED SURGE PROTECTIVE DEVICE. BONDED TO 120VAC
N
120VAC
120VAC CB TERMINAL STRIP
GND

NEUTRAL
GROUND

NEUTRAL TERMINAL STRIP

GROUND TERMINAL STRIP
2 4
TYP
S
NF130
#
GENERAL NOTES:

KEY NOTES:

THE MECHANICAL DRAWINGS FOR INSTALLATION.

4. FOR METERS SPECIFIED WITH ZERO DIAMETER FEATURE, REFER TO 3. MOUNT METER SO THAT IT REMAINS FULLY FLOODED.

OPPOSITE SEQUENCE.

2. ALWAYS TIGHTEN FLANGE BOLTS UNIFORMLY AND IN DIAGONALLY OR DAMAGE THE LINE.OVERTIGHTENING THE FASTENERS WILL DEFORM SEALING FACES SETTINGS. DO NOT OVER-TORQUE FLANGE BOLTS.

1. FOLLOW MANUFACTURER'S RECOMMENDED MAXIMUM TORQUE
THE METER.DIAMETERS UPSTREAM AND 3 PIPE DIAMETERS DOWNSTREAM OF

2. INSTALL METER SUCH THAT THERE ARE NO PIPE BENDS FOR 5 PIPE SHALL BE INSTALLED AT THE METER HOUSING.

1. PIPE SUPPORTS BY MECHANICAL CONTRACTOR. NO SUPPORTS

MAGNETIC FLOWMETER MOUNTING DETAIL
1 2 2
1-#8 XHHW-2

GROUND TERMINAL

TRANSMITTER

FLEXIBLE CONDUIT
1-#8 XHHW-2

POWER CONDUIT

SIGNAL CONDUIT

GROUND RINGS
4 2
3 1
TYP
S
NF136

GROUNDING DETAILINTEGRAL MAGNETIC FLOWMETER
5 5

METER PIPE
5 # KEY NOTES:

5. PROVIDE BONDING JUMPER ON CONDUCTIVE PIPES.

MAGMETER.

4. EQUALIZE POTENTIAL VIA GROUND RINGS BETWEEN FLUID AND 3. CONNECT METER BODY TO EARTH GROUND POTENTIAL.2. CONNECT TRANSMITTER GROUND TERMINAL TO GROUND RINGS.

TUBE, EARTH GROUND AND TRANSMITTER GROUND TERMINAL.

1. CONTRACTOR SHALL VERIFY ZERO POTENTIAL BETWEEN FLOW
LC

FLOW SWITCH

THERMAL

FLOW STREAM

EXTEND TO CENTER OF

SENSING ELEMENTS TO
PROCESS CONNECTION.PROVIDE 3/4" NPT FEMALE

FLEXIBLE CONDUIT
TYP
S
NF111 THERMAL FLOW SWITCH MOUNTING DETAIL

THREADS

W/FEMALE NPT
SCH 80 PVC FLANGE

OPEN AT BOTTOM

HOLE NEAR TOP TO VENT AIR &
SCH 80 PVC TEE W/FEMALE

GROUND PROBE

ALARM PROBE

NPT THREADS
SCH 80 PVC PIPE W/MALE
NEMA 4X

PROBE HOUSING

USE APPROVED ANCHORS
TYP
S
NL113 AREA FLOODED ALARM
FLOW
PlotDate:06-DEC-20242:59:49PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L169 ASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
GB
11843A1000TN07.dgn

TYPICAL DETAILS
INSTRUMENTATION 7
hgarcia
00TN07

SEAMLESS TUBING
1/2" DIAMETER ONE-PIECE,

MANIFOLD
5-VALVE COPLANAR

TRANSMITTER

DIFFERENTIAL PRESSURE

PLUG VALVEBALL OR

BALL OR PLUG VALVE

DIAPHRAGM SEAL

DIAPHRAGM SEAL

BALL OR PLUG VALVE
PLUG

BALL OR PLUG VALVE

PLUG VALVEBALL OR

DIAPHRAGM SEAL

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024
No. 20405

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
TYP
NP189 DIFFERENTIAL PRESSURE TRANSMITTER
S

LIQUID OR STEAM APPLICATION
1234

EQUIPMENT

FLOW METER, OR OTHER

FILTER, SCREEN, ORIFICE PLATE

CONTRACT DOCUMENTS

AS REQUIRED BY THE
2" FULL-PORT BALL VALVE OR
PER 12" OF HORIZONTAL RUN
TRANSMITTER A MINIMUM OF 1"

TOWARDS THE DP

BOTH PROCESS CONNECTIONS

LINES DOWN AWAY FROM
SLOPE BOTH 1/2" IMPULSE
GENERAL NOTES:

BY THE CONTRACT DOCUMENTS
2" WELD-O-LET OR THREAD-O-LET AS REQUIRED

2. SUPPORT 1/2" TUBING EVERY 48" MAXIMUM OR AS NEEDED.

MOUNTING BRACKET ATTACHED TO AN APPROVED STRUCTURE.

1. INSTALL TRANSMITTER USING MANUFACTURER PROVIDED PIPE

TYP MOUNTING DETAIL
NL174 LEVEL PROBE
S

LEVEL PROBE

FLEXIBLE CONDUIT

SEEP RING
1 2
2 INCH NPT PVC COUPLING
FLANGE
SPOOL PIECE AND SCHEDULE 40 PVC
# KEY NOTES:

TO ALLOW CONE ANGLE TO CLEAR BOTTOM OF THE TANK NOZZLE.

2. MINIMUM 6 INCHES DIAMETER. INCREASE DIAMETER AS REQUIRED MANUFACTURER'S BLANKING ZONE PLUS 2 INCHES.INCLUDING OVERFLOW, AND PROBE FACE SHALL BE

1. MINIMUM DISTANCE BETWEEN HIGHEST POSSIBLE LEVEL,
OR
1 2
3 TYP
NP502
S

MOUNTING DETAILPRESSURE INSTRUMENT
# KEY NOTES:

TRANSMITTER

SWITCH, OR

PRESSURE GAUGE,
THREAD-O-LET FOR WELDED PIPE. TEE OR REDUCING TEE FOR NON-METALLIC PIPE.

3. THREADED TAP OR SADDLE CONNECTION FOR DUCTILE IRON PIPE. WELD-O-LET OR 2. ALL VALVE AND PIPE MATERIAL SHALL BE COMPATIBLE WITH PROCESS FLUID.

IDENTIFY INDIVIDUAL REQUIREMENTS FOR DIAPHRAGM SEALS.

1. USE THE INSTRUMENT DATA SHEETS IN DIVISION 17 OR DIVISIONS 40 SPECS TO

MOUNTING DETAIL
S
NP503
TYP

ISOLATING PRESSURE INSTRUMENT
1 OR
FOR NON-METALLIC PIPE AND PIPES 1" OR SMALLER.DUCTILE IRON PIPE. WELD-O-LET OR THREAD-O-LET FOR WELDED PIPE. TEE OR REDUCING TEE

1. PROVIDE SIDE-TAP PROCESS CONNECTION. THREADED TAP OR SADDLE CONNECTION FOR KEY NOTES:

ORIENTATION.

3. REFER TO MECHANICAL DRAWINGS FOR INSTRUMENT LOCATION AND PROCESS PIPE PROVIDE FITTINGS FOR INSTRUMENT CONNECTIONS AS REQUIRED.USE STAINLESS STEEL OR AS REQUIRED FOR COMPATIBILITY WITH WITH PROCESS FLUID.

2. PROVIDE INSTRUMENT ASSEMBLY WITH 1" VALVES AND PIPING, OR AS APPROVED BY ENGINEER.

REQUIREMENTS FOR DIAPHRAGM SEALS.

1. USE THE INSTRUMENT DATA SHEETS AND INSTRUMENTATION SPECIFICATIONS TO IDENTIFY GENERAL NOTES:
#

INSTRUMENT

PRESSURE
OR

MOUNTING DETAIL
S
NP501
TYP

MULTIPLE PRESSURE INSTRUMENTS
1 INSTRUMENT

PRESSURE
GENERAL NOTES:
# KEY NOTES:

ORIENTATION.

3. REFER TO MECHANICAL DRAWINGS FOR INSTRUMENT LOCATION AND PROCESS PIPE FITTINGS FOR INSTRUMENT CONNECTIONS AS REQUIRED.USE STAINLESS STEEL OR AS REQUIRED FOR COMPATIBILITY WITH PROCESS FLUID. PROVIDE

2. PROVIDE INSTRUMENT ASSEMBLY WITH 1" VALVES AND PIPING, OR AS APPROVED BY ENGINEER.

REQUIREMENTS FOR DIAPHRAGM SEALS.

1. USE THE INSTRUMENT DATA SHEETS AND INSTRUMENTATION SPECIFICATIONS TO IDENTIFY FOR NON-METALLIC PIPE AND PIPES 1" OR SMALLER.DUCTILE IRON PIPE. WELD-O-LET OR THREAD-O-LET FOR WELDED PIPE. TEE OR REDUCING TEE

1. PROVIDE SIDE-TAP PROCESS CONNECTION. THREADED TAP OR SADDLE CONNECTION FOR PlotDate:06-DEC-20242:59:07PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1L170 ASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
GB

TYPICAL DETAILS
INSTRUMENTATION 8
11843A1000TN08.dgn
00TN08
jwicks
"S" (TYP)
"S"/2 (TYP)
(TYP)NOTE 6
(TYP) NOTE 6
10x"D"
1/4"
1/4"
10x"D"MIN.
"D"
H
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
SC001
TYP
S SHEET 1 OF 3 12/18/2023
SC001
TYP
S SHEET 3 OF 3 12/18/2023

REINFORCED CONCRETE - NOTES

SIDE OF OPENING (TYP)ADD BARS ON EACH
SPLICE SHALL BE IN CONTACT WITH EACH OTHER.

WHEN MULTIPLE BARS ARE SPLICED AT THE SAME SECTION, THE "CLEAR D.C.B.

FORMED VERTICAL CONCRETE SURFACES.............................2"

11. LAP SPLICES:

D. FOOTINGS AND SLABS ON GRADE:

OR CONCRETE WORK MATS.......................................................3" AT UNFORMED CONCRETE SURFACES CAST AGAINST SOIL, ROCK, TOP SURFACE OF FOOTINGS AND SLABS................................SAME AS SLABS

8. WATERSTOPS:

A SLAB WITHOUT WATERSTOPS, CONTINUE WATERSTOP TO WALL/SLAB JOINT. WHERE B. END WATERSTOPS 3" BELOW TOP OF WALLS. WHERE TOP OF WALL IS COVERED BY

TOP OF WALL IS COVERED BY A SLAB WITH WATERSTOPS, MAKE WATERSTOPS ADEQUATE SYSTEMS TO PROVIDE WATER CURING WHERE REQUIRED.

10. DO NOT PLACE BACKFILL AGAINST WALLS UNTIL:

HAS REACHED THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c).

BAR SPACING" IS DEFINED AS THE MINIMUM CLEAR DISTANCE BETWEEN THE BARSOUTSIDE THE SPLICE LENGTH MINUS ONE BAR DIAMETER."TOP BARS" ARE HORIZONTAL REINFORCEMENT AT LOCATIONS WHERE MORE

9. CURE CONCRETE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WHERE WATER CURING IS SPECIFIED, MEMBRANE CURING IS NOT ALLOWED.

A. THE CONTRACTOR IS WARNED THAT WATER CURING IS DIFFICULT AT TIMES DUE TO WIND AND DRY CONDITIONS. STUDY SPECIFICATION REQUIREMENTS AND FURNISH B. KEEP WATER CURED SURFACES VISIBLY MOIST AT ALL TIMES. FLOOD TOPS OF WALLS NOT LESS THEN 3 TIMES DAILY.

ELEMENTS HAS REACHED THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c).

B. CONNECTING SLABS AND BEAMS HAVE BEEN CAST AND CONCRETE IN THOSE

12. FORM EXPOSED CONCRETE CORNERS AND EDGES WITH 3/4" CHAMFER UNLESS A. PROVIDE WATERSTOPS AT JOINTS IN SLABS AND WALLS OF LIQUID-CONTAINING CONTINUOUS, SPLICING WATERSTOPS IN WALLS WITH WATERSTOPS IN SLAB.

A. WALLS HAVE BEEN CAST TO FULL HEIGHT OF STRUCTURE AND CONCRETE UNLESS OTHERWISE INDICATED ON THE DRAWINGS, BARS AT A LAPTHAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

OTHERWISE INDICATED ON THE DRAWINGS.

STRUCTURES, AND PORTIONS OF STRUCTURES BELOW THE DESIGN GROUNDWATERLEVEL. MAKE WATERSTOPS CONTINUOUS THROUGH STRUCTURE, SPLICING A.

WATERSTOPS IN SLABS WITH WATERSTOPS IN WALLS.

SEE TABLE 1 OF THIS DETAIL FOR LAP SPLICE LENGTHS.

SC001
TYP
S SHEET 2 OF 3 12/18/2023
*
*
*

INTERRUPTED
(TYP)
(TYP)
"X"/2 (TYP)
"X" (TYP)

ON THE DRAWINGSBARS AS INDICATED

BARS(TYP)

BARS (TYP)

INTERRUPTED

CIRCULAROPENINGRECTANGULAROPENING
NOTES:

THAN 12" THICK.EACH FACE FOR WALLS AND SLABS GREATERAND SLABS 12" THICK OR LESS. PROVIDE 1 SETPROVIDE 1 SET OF DIAGONAL BARS FOR WALLSADD 4 - #5 x 5'-0" DIAGONAL CORNER BARS.

WALL OR BEAM.

7. ADD BARS ARE NOT REQUIRED AT SIDES OF OPENINGS PARALLEL TO AND WITHIN 6" OF A OVERCUT REINFORCEMENT FOR EASIER PLACEMENT OF WEEP RINGS AND FLANGES.

6. 2" CLEAR TO CONCRETE OPENINGS OR OUTSIDE FACE OF PIPES AND PIPE SLEEVES. DO NOT LAP SPLICE LENGTH.

5. DIMENSION EQUALS OPENING DIMENSION MEASURED PERPENDICULAR TO ADD BARS PLUS 4. PLACE #5 DIAGONAL BARS ON INSIDE OF INTERRUPTED REINFORCING.3. PLACE ADD BARS IN SAME PLANES AS INTERRUPTED REINFORCING.

CANNOT BE ACHIEVED.

2. PROVIDE STANDARD ACI HOOKS ON BARS IF STRAIGHT EXTENSION PAST THE OPENING, GREATER THAN 1/2 THE CROSS SECTIONAL AREA OF THE INTERRUPTED BARS.

1. AREA OF ADD BARS AT EACH EDGE OF OPENING IN EACH DIRECTION SHALL BE EQUAL TO OR SC012

TYP REINF AT OPENINGS - SLABS AND WALLS

CONCRETE - REINFORCEMENT - ADDITIONAL
S, N 12/18/2023

REINFORCING BARS

ALL-THREAD RODS

EXISTINGCONCRETE

NEW CONCRETE EXISTING CONCRETE
SPECIFICATIONS.

1. INSTALLATION OF REINFORCING BARS AND ALL THREAD RODS AS INDICATED IN THE NOTE:

ADHESIVE (EPOXY UNO)

ADHESIVE (EPOXY UNO)

ON THE DRAWINGSOTHERWISE INDICATED LAP SPLICE, UNLESS

EMBEDMENT LENGTHSEE DRAWINGS FOR

SIZE AND SPACINGREINFORCING BAR SEE DRAWINGS FOR
CEMENT BONDING AGENTEPOXY RESIN/PORTLANDAMPLITUDE AND COAT WITHROUGHEN CONCRETE TO 1/4"

THREAD ROD SIZE AND SPACINGSEE DRAWINGS FOR ALL

EMBEDMENT LENGTHSEE DRAWINGS FOR
SC040

TYP BARS AND ALL-THREAD RODS
N 12/18/2023
SEENOTE3.
1/8

SST LOCK NUT
1 1/2" NON-SHRINK GROUT
1/4" SST PLATE
DETAIL
SST AB WITH 2 TO 4 THREADS EXPOSED
SEE NOTE 6.FILL SLEEVE WITH POLYURETHANE FOAM.ID = BOLT DIA + 2" MIN.SST PIPE SLEEVE. 1/8" MIN WALL THICKNESS

SOLE PLATE OR SKIDEQUIPMENT BASE, BASE PLATE,

BASE PLATE, SOLE PLATE, OR SKIDALL AROUND EQUIPMENT BASE,COMPOUND BEAD CONTINUOUSSYNTHETIC RUBBER SEALING PLATE, OR SKID.

7. DO NOT USE LEVELING NUTS TO SUPPORT AND LEVEL EQUIPMENT BASE, BASE PLATE, SOLE BASE PLATE, SOLE PLATE, OR SKID, AND ANCHOR BOLTS ABOVE TOP OF CONCRETE.

6. COMPLETELY REMOVE ANY POLYURETHANE FOAM FROM CONCRETE, EQUIPMENT BASE, WELD NUTS TO THE THREADED RODS.

RODS THREADED AT THE ENDS MAY BE USED IF ACCEPTABLE TO THE ENGINEER. DO NOT

5. DO NOT USE ALL THREAD RODS AS A SUBSTITUTE FOR BOLTS WITH A BOLT HEAD. SMOOTH

4. PREFABRICATED PLASTIC ANCHOR BOLT SLEEVE OPTIONAL.

PROVIDE EXTRA THICKNESS OF SLAB OR BEAM.

3. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR BOLT, MANUFACTURER.

DRAWINGS, THE ANCHOR BOLT SIZE SHALL BE AS RECOMMENDED BY THE EQUIPMENT

2. ANCHOR BOLT DIAMETER AS INDICATED ON THE DRAWINGS. IF NOT INDICATED ON THE

1. "D" = DIAMETER OF ANCHOR BOLT.

NOTES:

SC064
TYP

ANCHOR BOLT - SLEEVE PLUS EMBED
N -A A- 12/18/2023 CONCRETE REINFORCEMENT - ADHESIVE - BONDED SB110 STRUCTURAL EXCAVATION & BACKFILL
TYP
S 12/18/2023

THE DRAWINGS

SURFACE INDICATED ON
MIN 6" TOPSOIL OR OTHER

STRUCTURE
SLOPE

CONSTRUCTION
SAFE

DRAWINGS FOR EACH STRUCTURE

OR COMPACTED ABC AS INDICATED ON

EXISTING ROCK, CONCRETE SEAL SLAB,

H (MIN UNO)

SPECIFICATIONS)
(SEE DRAWINGS AND

PREPARED SUBGRADE
NOTES:

1. SEE SPECIFICATIONS FOR ACCEPTABLE BACKFILL MATERIALS.

BACKFILL. NOTE 1

STRUCTURAL

COMPACTED
1 1 1/2 MIN
FORMED CONCRETE SURFACES FOR DRY CONDITIONS:

FORMED CONCRETE SURFACES EXPOSED TO WEATHER,
STIRRUPS AND TIES................................................2"

FORMED CONCRETE SURFACES EXPOSED TO WEATHER,
FORMED CONCRETE SURFACES FOR DRY CONDITIONS:

C. WALLS:

B. BEAMS AND COLUMNS:

FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES

7. 6. 5.

EXPOSED TO WEATHER, IN CONTACT WITH SOIL OR FLUIDS,

3. 2.

1. A. SLABS AND JOISTS:
#7 BARS AND SMALLER..........................................1" #8 BARS AND LARGER............................................1 1/2" #8 BARS AND LARGER............................................1 1/2" #7 BARS AND SMALLER..........................................1" PRINCIPAL REINFORCEMENT................................2 1/2" PRINCIPAL REINFORCEMENT................................2" STIRRUPS, SPIRALS, AND TIES..............................1 1/2" SEE DIVISION 03 SPECIFICATION FOR REQUIREMENTS FOR CONCRETE CONSTRUCTION.WALL REINFORCEMENT AT CORNERS OR JUNCTIONS OF WALLS SHALL BE CONTINUOUS, OR LOCATED OVER FLUIDS..........................................2" IN CONTACT WITH SOIL OR FLUIDS, OR IN BEAMS LOCATED OVER FLUIDS:

OR IN CONTACT WITH SOIL OR FLUIDS.......................2" SLAB, BEAM AND COLUMN REINFORCING BARS SHALL HAVE A MINIMUM EXTENSION ORANCHORAGE INTO SUPPORTS IN ACCORDANCE WITH ACI 318 AND ACI 350.DISPLACEMENT AS REQUIRED.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, CONCRETE COVER OVER #11 ANDSMALLER REINFORCING BARS SHALL BE AS FOLLOWS:

FORMED CONCRETE SURFACES AND UNFORMED TOP SURFACES FOR DRY CONDITIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MINIMUM REINFORCEMENT OFCONCRETE WALLS OR SLABS SHALL BE AS FOLLOWS. CONTACT ENGINEER FORLOCATIONS INSIDE CONCRETE.

MORE THAN 10" THICK: ..........................................#5 @ 12" EACH WAY, EACH FACE.

PROVIDE STIRRUP SUPPORT BARS SHALL BE TO SECURE TOP BARS AGAINST 10" THICK OR LESS: ................................................#5 @ 12" EACH WAY.

4. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, DOWELS BETWEEN ADJACENT CONCRETE

PLACEMENTS SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCEMENT WHICH IS SPLICED TO THE DOWELS.

LAP SPLICED, OR TERMINATED IN AN ACI STANDARD 90 DEGREE HOOK. SEE DETAIL SC310/TYP.

REINFORCED CONCRETE - NOTES REINFORCED CONCRETE - NOTES *
INCREASED BY 50 PERCENT.

COVER IS LESS THAN OR EQUAL TO ONE BAR DIAMETER, THE LAP SPLICE LENGTH SHALL BE

2. = IF THE CLEAR BAR SPACING IS LESS THAN OR EQUAL TO TWO BAR DIAMETERS, OR THE MINIMUM COVER AND FOR MINIMUM CLEAR BAR SPACING ARE SATISFIED.

1. TABULATED SPLICE LENGTHS ARE APPLICABLE ONLY WHEN BOTH REQUIREMENTS FOR REINFORCING BAR LAP SPLICE TABLE NOTES:
#4 MORE THAN 2
MORE THAN 2
#11
MORE THAN 2MORE THAN 2
#10
#9
MORE THAN 2MORE THAN 2
#8#7
MORE THAN 2MORE THAN 4
#6#5
43 33625650
484238
302620
242016
MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 2MORE THAN 1MORE THAN 1MORE THAN 1 MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 4MORE THAN 2 MORE THAN 2 MORE THAN 4 69 54MORE THAN 2MORE THAN 2
* * 114 88
*******
81706254373125
104*
*****
32*4048708190
BAR
SIZE

LAP SPLICE LENGTH (INCHES)

TOP BARS OTHER BARS (BAR DIA)

BAR SPACING

MINIMUM CLEAR
(BAR DIA)
COVER

MINIMUM
TABLE 1: REINFORCING BAR LAP SPLICES: f'c = 4000 PSI, Fy = 60,000 PSI PlotDate:13-DEC-20243:04:39PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS01.dgn
KP
171

TYPICAL DETAILS
STRUCTURAL 1
hgarcia
00TS01
0"
0"
0" LAP
SPLICE

LAPSPLICE
0"
0"0"
2"CLR
NOTE 4
NOTE 4
0"

LAP SPLICE
0"
0"

LAPSPLICE
1 BAR DIA CLR
2"CLR
0"

LAPSPLICE
0"
LAP
3/4"3/4"
3/4"
JOINT
0"
0"
NOTE 5
NOTE 5
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

ALTERNATEDIRECTIONOF HOOKS
A- HOOK DETAIL - CORNER:

DOUBLE MAT

CHAMFER

CHAMFER
B- DETAIL - CORNER:

SINGLE MAT
NOTE 2
C- DOUBLE MAT D- SINGLE MAT DETAIL - INTERSECTION: DETAIL - INTERSECTION:

NOTE 2
HOOK
NOTE 2
NOTE 2
SPACING SPECIFIED ON THE DRAWINGS REGARDLESS OF THE WALL THICKNESS.

4. EXTERIOR VERTICAL BARS SHALL BE PROVIDED AT A SPACING THAT DOES NOT EXCEED THE 3. BAR TAILS: 12 BAR DIAMETERS PLUS 12".

PLACE BARS IN SAME LAYERS AS AT CONNECTING WALLS (TYP).

2. AT INTERSECTION, MAKE BAR SIZE THE LARGER OF BAR SIZES IN CONNECTING WALLS.

DRAWINGS.

1. BAR SIZE, SPACING, AND ORIENTATION OF BAR LAYERS SHALL BE AS INDICATED ON THE NOTES:
12/18/2023
SC310
TYP
N

CONCRETE - REINFORCEMENT - WALL CORNERS
SHEET 1 OF 2

AND INTERSECTIONS
G- DETAIL - INTERSECTION:

CHANGE IN WALL THICKNESS
E- DETAIL - INTERSECTION:

DOUBLE MAT
F- DETAIL - INTERSECTION:

SINGLE MAT
NOTE 3
NOTE 3
NOTE 3
NOTE 2
SEE NOTE 2

BAR AT BEND
LENGTH
SPLICE
SEE NOTE 2

BAR AT BEND
NOTE 4
12/18/2023
SC310
TYP
N

CONCRETE - REINFORCEMENT - WALL CORNERS
SHEET 2 OF 2

AND INTERSECTIONS
SD050
TYP

CONCRETE JOINTS - V-GROOVE
N 12/18/2023

NON-WATER BEARING WALL OR SLAB

SINGLE LAYER REINFORCEMENT

NON-WATER BEARING WALL OR SLAB

DOUBLE LAYER REINFORCEMENT

CL CONSTRUCTION JOINT

CL CONSTRUCTION JOINT
BARS @ "S" 2 1/2"2 1/2" BARS @ "S"
BARS @ "S" 2 1/2" 2 1/2" BARS @ "S"

THROUGH JOINT

CONTINUE REINF
REINF WHERE "S" > 8"TYP SPACING OF _ REINF WHERE "S" < 8"

TYP SPACING OF
NOTE 2
(TYP)

THROUGH JOINT

LAP SPLICE CONTINUE REINF
NOTE 2 NOTE 3
(TYP)
LAP SPLICE NOTE 3
NOTE 2
DETAIL
THIS

FIGURES

TYP FOR ALL
4" 4"
SD102

TYP WALL OR SLAB

CONCRETE JOINTS - CONSTRUCTION JOINT -
N SHEET 1 OF 2 12/18/2023
SD004 CONCRETE JOINTS - PVC WATERSTOPS - SCHEDULE
TYP
12/18/2023
3/8"
3/8"
1" 3/8"
3/8" -1/4" 77
TYPE "B" "C" "D"
"E" = NUMBER OF
"E" "F"

RIBS PER SIDE
7/8" 3/8" 3/8" 7 9/32"
2" 3/8" 3/8" 7 1/4"
"A"
"B"
"D"
"C"
"F" - 9" "A" 6"
9"
6"

APPLICATION
(MINIMUM)

CONSTRUCTION AND

EXPANSION JOINTS
1" AND NARROWER

EXPANSION JOINTS

TENSION/COMPRESSION

2. DIMENSIONS ARE MINIMUM, UNLESS OTHERWISE NOTED.

1. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

NOTES:

CONTROL JOINTS
WIDER THAN 1" AND

RING BEAM AT DIGESTERS
DETAIL EM071/TYP ONLY

W/O CENTER BULB

CENTER BULBCENTER BULBCENTER BULB

FOR USE WITH
SD130 CONCRETE JOINTS - CONSTRUCTION JOINT -

TYP WALLS - STARTER WALL AT PVC WATERSTOP
N SHEET 2 OF 2 10/18/2024

1. "S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.2. PLACE AND ALIGN BARS BEFORE PLACING DOWELS. BAR SIZE TO MATCH SLAB BARS.3. WATER-BLAST JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE.4.5.6.

7.8. BEFORE PLACING CONCRETE.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP 6" PVC WATERSTOP CENTERED VERTICALLY ON JOINT. PROVIDE WIRE TIES MAX 2'-0" OC.

NOTES:

10. 9.

DOWELS: SAME SIZE AND SPACING AS VERTICAL WALL BARS, UNLESS OTHERWISE NOTED.

CONCRETE. (SEE SPECIFICATIONS.)

PLACE NEAT CEMENT GROUT OVER JOINT FACE IMMEDIATELY BEFORE PLACING HOOK WHERE REQUIRED BY SLAB THICKNESS.)
WATERSTOP AT TOP SURFACE OF JOINT AND CENTERED BETWEEN VERTICAL BARS.WHERE DRAWINGS INDICATE "W/ STRIP WSTP" PROVIDE LOW EXPANSION HYDROPHILIC EXPOSED TO VIEW IN THE FINISHED WORK, PROVIDE V-GROOVE PER DETAIL SD050/TYP.

CONSTRUCTION JOINT WHERE INDICATED ON THE DRAWINGS. WHERE WALL SURFACE IS SD102 CONCRETE JOINTS - CONSTRUCTION JOINT -

TYP WALL OR SLAB
S SHEET 2 OF 2 12/18/2023

LAP SPLICE

LAP SPLICE (TYP)
NOTES:

1. 2.

3. 4.

WATER BEARING SLAB OR WALL
WATER BEARING SLAB LESS THAN 12" THICK
1 1/2 1 1/2
1 CL CONSTRUCTION JOINT
NOTE 2
NOTE 3
NOTE 4
(TYP)
0"
MIN 9"
EQEQ
12"UNO
NOTE 4 NOTE 3

CL CONSTRUCTION JOINT
0"
(TYP)

THROUGH JOINT

CONTINUE REINF
"T"/2
"T"
JOINT EDGES:A. FOR WALLS AND BOTTOM OF EXPOSED SLABS: FORM EDGES WITH 1/2" CHAMFER.B. FOR SLABS: EDGE TOP AND ENDS WITH 1/4" RADIUS."T" EQUALS SLAB OR WALL THICKNESS."S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS. 1 MIN 9"
NOTE 2

CONTINUE REINF THROUGH JOINT

5. STOP REINFORCING 2" CLEAR OF JOINT.

PLACING CONCRETE.

WATER-BLAST EXPOSED JOINT FACE AND PROJECTING REINFORCEMENT BEFORE NOTE 5
NOTE 5
PLACING CONCRETE IN SECOND POUR.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP BEFORE 6" WATERSTOP CENTERED ON JOINT - SEE DETAIL SD004/TYP. PROVIDE WIRE TIES MAX 2'-0" OC.

SD130 CONCRETE JOINTS - CONSTRUCTION JOINT -

TYP WALLS - STARTER WALL AT PVC WATERSTOP
N SHEET 1 OF 2 10/18/2024
2"CLR
A- B- NOTE 7 NOTES 3 & 4 LAP SPLICE (TYP) NOTE 5 NOTE 7 NOTES 3 & 4 NOTE 6 SECTION NOTE 5 NOTES 3 & 4 NOTE 7 NOTE 8 NOTES 3 & 4 NOTE 7 NOTE 6 NOTE 8 2"CLR
BARSAT"S"
4"4"
(TYP)
BARSAT"S"
4"4"LAP
SPLICE
0" (TYP AT LAPS)

LAPSPLICE
(TYP)
BARSAT"S"
4"4"
0" (TYP AT LAPS)
(TYP)
BARSAT"S"
4"4"LAP
SPLICE
SECTION - "W/ WSTP"
NOTE 2 NOTE 2
NOTE 9 NOTE 9
3"
NOTE 10

DRAWINGS

INDICATED ON THE

SIZE AND SPACING AS

WALL AND SLAB REINF
NOTE 10

WALL HEIGHT

ELEVATIONS ALONG

INTERMEDIATE

WALLS AND AT

FOR SLABS AT TOP OF
SEE DETAIL SD150/TYP
PlotDate:13-DEC-20243:04:49PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS02.dgn
KP
172

TYPICAL DETAILS
STRUCTURAL 2
hgarcia
00TS02
"W" SEE PLANS AND NOTE 3 FOR JOINT WIDTH
SEE NOTE 1
12"
12" (TYP)
8"
6" MIN (TYP)
MIN 9"
"W"
MIN 9"
"W" SEE PLANS AND NOTE 3 FOR JOINT WIDTH
12"UNO
EQ
SLABEQ
2" CLR (TYP)
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
SD512

JOINT MATERIAL

JOINT MATERIAL
SEE NOTE 4
SEE NOTE 4 A- B- B- A- CL EXPANSION JOINT CL EXPANSION JOINT

CL WALL OR SLAB
2" CLR (TYP)
2" CLR (TYP)

NON-WATER BEARING SLAB OR WALL

WATER BEARING SLAB OR WALL
(TYP EA FACE)
(TYP EA FACE)
EXPANSION NOTE 1.

WATERSTOP.

EXPANSION
SD382

TYP WALL OR SLAB

CONCRETE JOINTS - ISOLATION JOINT -
N SHEET 1 OF 2 12/18/2023
SD150 CONCRETE JOINTS - CONSTRUCTION JOINT -

TYP WALLS AT ELEVATED SLABS
N SHEET 1 OF 3 10/18/2024
NOTE 5
0"
NOTE 6
4" MAX
0"(TYP)

A- SECTION
(TYP)BAR
SAT"S"
4"4"

LAPSPLICE
NOTE 6
NOTE 9
T.O. SLAB
NOTES 3 & 4
NOTE 2 NOTE 2
NOTE 9
SPLICE
LAP
NOTE 5 T.O. SLAB
NOTES 3 & 4
NOTE 5
NOTES 3 & 4
SLAB AT 1 SIDE SLAB AT 2 SIDES
NOTES 3 & 4NOTES 3 & 4
(TYP)

LAPSPLICE
BARSAT"S"
4"4"
NOTES 3 & 4 NOTE 6
T.O. SLAB
NOTE 10
NOTE 10
NOTE 10
NOTE 10
NOTE 7
NOTE 10
(TYP) (TYP)
NOTE 2 (TYP)
NOTE 2 (TYP)
NOTE 11

DRAWINGS

INDICATED ON THE

SPACING AS

REINF SIZE AND

WALL AND SLAB

OF WALL
SLABS AT BOTTOM SD130/TYP FOR SEE DETAIL
SD150 CONCRETE JOINTS - CONSTRUCTION JOINT -

TYP WALLS AT ELEVATED SLABS
N SHEET 2 OF 3 10/18/2024
B-0
"
NOTE 6
(TYP)BAR
SAT"S"
4"4
L"APSPLICE
NOTE 6
NOTE 9
T.O. SLAB
NOTE 5
NOTES 3 & 4
SPLICE
LAP
NOTE 5
T.O. SLAB
NOTE 5
NOTES 3 & 4
SLAB AT 1 SIDE SLAB AT 2 SIDES
(TNOTES 3 & 4 YP)

LAPSPLICE
BARSAT"S"
4"4"
SECTION - "W/ WSTP"
NOTE 8NOTE 8
NOTE 8
NOTES 3 & 4 NOTE 6
0"(TYP
NOTE 2 )
NOTE 9
NOTE 8
NOTE 8NOTES 3 & 4
T.O. SLAB
(TYP)
NOTE 2(TYP)
3"
NOTES 3 & 4
NOTE 2 (TYP)
3"
3"
3"
3"
NOTE 2 (TYP)
NOTE 8
NOTE 11

DRAWINGS

INDICATED ON THE

SPACING AS

REINF SIZE AND

WALL AND SLAB

OF WALL
SLABS AT BOTTOM SD130/TYP FOR SEE DETAIL
SD150 CONCRETE JOINTS - CONSTRUCTION JOINT -

TYP WALLS AT ELEVATED SLABS
N SHEET 3 OF 3 10/18/2024

1. "S" EQUALS TYPICAL BAR SPACING INDICATED ON THE DRAWINGS.2.3. WATER-BLAST JOINT FACE AND PROJECTING REINFORCEMENT BEFORE PLACING CONCRETE.4.

5.6.8. BEFORE PLACING CONCRETE.

HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS. THOROUGHLY CLEAN WATERSTOP 6" PVC WATERSTOP CENTERED VERTICALLY ON JOINT. PROVIDE WIRE TIES MAX 2'-0" OC.

9. WALL. PLACE BARS AT SAME LAYERS AS IN ADJACENT SLAB OR WALL.

AT INTERSECTION, MAKE BAR SIZE THE LARGER OF BAR SIZES IN ADJACENT SLAB OR NOTES:
(SEE SPECIFICATIONS)
PLACE NEAT CEMENT GROUT OVER JOINT FACE IMMEDIATELY BEFORE PLACING CONCRETE. 1 BAR DIAMETER CLEAR.

WATERSTOP AT TOP SURFACE OF JOINT AND CENTERED BETWEEN VERTICAL BARS.WHERE DRAWINGS INDICATE "W/ STRIP WSTP" PROVIDE LOW EXPANSION HYDROPHILIC EXPOSED TO VIEW IN THE FINISHED WORK, PROVIDE V-GROOVE PER DETAIL SD050/TYP.

CONSTRUCTION JOINT WHERE INDICATED ON THE DRAWINGS. WHERE WALL SURFACE IS

10. 7.

11. STANDARD 180° HOOK WHERE INDICATED ON THE DRAWINGS.

APPROVED BY ENGINEER.)
STANDARD 180° HOOK (ALTERNATE: 90° HOOK ROTATED OUT OF VERTICAL PLANE IF

GRADEFINISHED
SEE NOTE 2
THE DRAWINGS.TO PROVIDE INDICATED HEIGHT ABOVE AND DEPTH BELOW FINISHED GRADES INDICATED ON

2. MAKE ELEVATION AT BOTTOM OF THICKENED EDGE UNIFORM AROUND PAD. SET ELEVATION 1. DIMENSIONS AS REQUIRED TO SUIT EQUIPMENT OR AS INDICATED ON THE DRAWINGS. NOTES:
1 1 1/2

LAP SPLICE(TYP)
#5@12" EW T&B
(TYP)
MIN
12"

SUBGRADEPREPARED
#5@12" (TYP)
THE DWGS (12" MIN)INDICATED ONTHICKNESS AS
6"
ABC
MIN
4"MIN
SEE DWGST.O. SLAB EL:
(2) #5 (TYP)
SD503
TYP

CONCRETE - EQUIPMENT SLAB
N 12/18/2023
TYP
A-B- WATER BEARING SLAB LESS THAN 12" THICK THICKNESS
DETAIL

SUBGRADE -B -A

CL EXPANSION JOINT

TO SUBGRADEJOINT MATERIAL EXTEND EXPANSION
WATERSTOP. NOTE 1.

DETAIL
MORE THAN 1/2"
THAN 1/4" & NOT

NOT LESS
"W" /2 BUT

RUBBER FILLER

SYNTHETIC SPONGE
GAPMIN 1/4"

JOINT MATERIAL

EXPANSION
SURFACE.

CONCAVE
TOOLED
SEE SPECS.

JOINT SEALANT
NOTES:
(TYP)
3/4" CHAMFER
LOCATIONS.

4. USE DETAIL A ONLY AT SOIL SIDE OF SLABS ON GRADE. USE DETAIL B AT ALL OTHER (MIN JOINT WIDTH = 3/8". MAX JOINT WIDTH = 2")

3. "W"=1" UNLESS OTHERWISE INDICATED ON PLANS.

B. FOR SLABS: EDGE TOP AND ENDS WITH 1/4" RADIUS.A. FOR WALLS AND BOTTOM OF EXPOSED SLABS: FORM EDGES WITH 3/4" CHAMFER.

2. JOINT EDGES:

THOROUGHLY CLEAN WATERSTOP BEFORE PLACING CONCRETE IN SECOND POUR.

PROVIDE WIRE TIES MAX 2'-0" OC. HOG RINGS MAY BE USED IN LIEU OF WIRE LOOPS.

1. 9" WATERSTOP WITH CENTER BULB CENTERED ON JOINT - SEE DETAIL SD004/TYP.

SD382

TYP WALL OR SLAB

CONCRETE JOINTS - ISOLATION JOINT -
N SHEET 2 OF 2 12/18/2023
1 1/2
1 1
1 1/2

JOINT MATERIALEXPANSION
PlotDate:13-DEC-20243:12:31PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS03.dgn
KP
173

TYPICAL DETAILS
STRUCTURAL 3
hgarcia
00TS03
OPENING DIAMETER = "D" + 3"
1" MAX1/2" MIN NOTES 2, 4
WALL PARTIALLY GROUTED.GROUT SUPPORT SCREEN IF
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

MASONRY WALL

THE DRAWINGSDEPTH AS INDICATED ONANCHOR BOLT EMBEDMENT

4. REMOVE EXCESS GROUT. LEAVE FINISHED SURFACE FLUSH WITH FACE OF WALL.

BOLT AND MASONRY SURFACE.

3. CUT MASONRY WEBS AS REQUIRED TO ALLOW MINIMUM 1/2" GROUT BETWEEN ANCHOR OF MASONRY.

2. SET ANCHOR BOLTS WITH TEMPLATE. DO NOT EMBED ADJUSTMENT NUTS IN GROUT AT FACE

1. "D" = DIAMETER OF ANCHOR BOLT.NOTES:

DEPTH.ANCHOR BOLT EMBEDMENTGREATER OF 6" MIN ORBOLT. DIMENSION EQUAL TOGROUT ALL AROUND ANCHORIF WALL PARTIALLY GROUTED, DRAWINGS.INDICATED ON THEAND LOCATION ASANCHOR BOLT. SIZE "D"
SF052
TYP

MASONRY - CMU - ANCHOR BOLTS - BUILT IN
N 12/18/2023

BAR SIZE
8" OR 10" CMU 12" CMU

IN WALL

BARS CENTERED

OF WALL

BARS AT FACE

OF WALL

BARS AT FACE
#4 18" 26"#5 27" 40"#6 50" 74"
REINFORCING BAR LAP SPLICES - CMU:
f'm = 2000 PSI, Fy = 60,000 PSI
18" 26"27" 40"50" 74"
#7 69" 101" 67" 101"#8 108" 151" 101" 151"

IN WALL

BARS CENTERED
*
*
ADJACENT LAP SPLICES ARE AT LEAST 6-INCHES APART.SPLICE LENGTH MAY BE FACTORED BY 0.70 WHERE 2 INCHES MINIMUM / 2-1/2 INCHES MAXIMUM.

C. MASONRY SIDE COVER OVER REINFORCING FOR BARS AT FACE OF WALL:

STAGGER SPLICE LOCATIONS AS REQUIRED.

B. ADJACENT LAP SPLICES SHALL BE SEPARATED BY A CLEAR SPACING OF AT LEAST 3.0 INCHES A. AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

3. REINFORCING LAP SPLICES:

AND OPENINGS.

2. SEE DETAIL SF220/TYP - REINFORCED MASONRY WALL, FOR REINFORCING DETAILS AT CORNERS STRUCTURE.

1. SEE DRAWINGS FOR VERTICAL AND HORIZONTAL REINFORCING BAR SIZE AND SPACING AT EACH TYP
11/15/24
SF002
NR

REINFORCED MASONRY NOTES
1/2" CHAMFER
NOTE1
NOTE3
4" CABINET 4"
4"PAD
11/2"CLR
1"
NOTE27"MIN
SLAB
NOTE 8
CLR
11/2"
CLR
1 1/2"
NOTE 5
1 1/2" CLR
CL ANCHOR. SEE B OR C

PAD PLACED OVER SLAB PAD PLACED W/ SLAB
4"

FACE OF CABINET

ALL THREAD ROD

EPOXY-BONDED GALVANIZED
STUD. NOTE 6. EMBED
ANCHOR: MIN 3/8" THREADED
JOINT. NOTE 10

CONSTRUCTION
NOTE 9
NOTES 4&8
#3 @ 6"
NOTES 4&8
(HOOKS HORIZ)
#3 @ 6"

NEW OR EXIST CONSTRUCTION NEW CONSTRUCTION
AROUND (NOTE 7)
#3 @ 6" TYP
CL SYM
TYP
11/15/24
SD702
NR

SECTION -A

POST-INSTALLED ANCHOR -B
LOCATIONS TO FIT BETWEEN WINDOWS.

4. FOR EQUIPMENT WITH CONDUIT WINDOWS BELOW, ADJUST BAR SLAB REINFORCEMENT NOT SHOWN.

1. SEE STRUCTURAL DRAWINGS FOR THICKNESS OF SLAB BELOW PAD.

LESS THAN DIMENSION SHOWN.

3. CONTACT ENGINEER FOR INSTRUCTIONS WHERE EMBEDMENT IS PLACEMENT.PERIMETER HOOK BARS USING VERTICAL 2x FORM DURING SLAB

5. LOCATE VERTICAL EDGE OF PAD AND VERTICAL FACE OF
THAT IT WILL NOT BE CUT DURING ANCHOR PLACEMENT.

8. POST-INSTALLED ANCHORS: POSITION REINFORCEMENT SO

9. SEE DRAWINGS FOR REQUIRED PENETRATION DETAILS.

WATER CURE MINIMUM 7 DAYS.
"SATURATED SURFACE DRY" (SSD) CONDITION. PLACE PAD AND
HOURS. REMOVE WATER AND PREPARE CONCRETE TO
SURFACES AND CONCRETE 12" BEYOND FOR MINIMUM 24

10. ROUGHEN CONCRETE TO ICRI CSP-7. SATURATE BONDING
THREADED STUDS.

ASSEMBLY. TOUCH UP GALVANIZING AFTER FIELD WELDING

6. HOT DIP GALVANIZE PLATE AND HEADED ANCHOR STUD

2. SEE SC001/ TYP FOR MIN CONCRETE COVER REQUIREMENTS.

EXISTING SLAB REINF.

LEG SET IN ADHESIVE USING DETAIL SC040/TYP. DO NOT CUT

7. FOR NEW PAD ON EXIST SLAB, PROVIDE DOWELS WITH VERTICAL NOTES:

CAST-IN-ANCHOR -C

WELD SHOULDER)
(DIA CENTER HOLE > OD OF
THREADED STUD.
2" x 2" SHIM PACK AT EACH

FACE OF CABINET
4"
2" 2"
PL 3/8x4PL 1/4x1
STUD ABOVE). NOTE 6.
(NEED NOT ALIGN W/ THREADED

LOCATE AT PL WELDS
END OF PLATE & MAX. 12" OC.

ANCHOR STUD. MAX. 2" FROM
3/16 1"@6"3/16 1"@6"
NOTE 6.

FIELD THREADED STUD.

BTWN SIDES

STAGGER WELDS

HOUSEKEEPING PAD AT ELECTRICAL CABINETS
SD546 CONCRETE - EQUIPMENT GROUTING CONCRETE - EQUIPMENT - ELECTRICAL TYP
10/18/2024
(TYP)

JACK SCREW

SIDE OF FORMS

HEAD BOX ON ONE

EQUIPMENT
SEE NOTE 5
"T"FORMS
GROUT

FOUNDATION

EQUIPMENT

CONCRETE
HERE

POUR GROUT
GROUT. SEE NOTE 6.

NON-SHRINK CEMENT
EPOXY BOND TO CONCRETE.

CIRCULAR STEEL WASHER.

SEE NOTE 7

OR SKID

SOLEPLATE,

BASEPLATE,

EQUIPMENT BASE,
SEE NOTE 4
"T"
(TYP)

AS INDICATED ON DRAWINGS

EQUIPMENT ANCHORS

7. AFTER GROUT SETS, TRIM GROUT TO 45 DEGREE CHAMFER.

6. PLACE NON-SHRINK GROUT PER SPECIFICATIONS.

SPECIFICATIONS.

5. PREPARE SURFACES OF CONCRETE FOUNDATION IN CONTACT WITH GROUT PER CONTACT WITH GROUT PER SPECIFICATIONS.

4. PREPARE SURFACE OF EQUIPMENT BASES, BASE PLATES, SOLE PLATES, AND SKIDS IN

3. DO NOT USE LEVELING NUTS ON EQUIPMENT ANCHORS.

2. FILL ANCHOR SLEEVES WITH POLYURETHANE FOAM BEFORE GROUTING.

THICKNESS.

1. "T" = EQUALS GROUT THICKNESS INDICATED ON THE DRAWING. 1" MINIMUM GROUT NOTES:

SD512 CONCRETE - EQUIPMENT BASE -

TYP DEEP ANCHORS
N 10/18/2024

6. PROVIDE HOOPS OR CORNERS PER DETAIL SC310/TYP.

PROVIDE EXTRA THICKNESS FOR SLAB OR BEAM.

5. WHERE CONCRETE SLAB OR BEAM THICKNESS WILL NOT ACCOMMODATE THE ANCHOR BOLT,

4. HEIGHT TO SUIT EQUIPMENT FURNISHED OR AS INDICATED ON THE DRAWINGS.

REQUIREMENTS.

3. PAD DIMENSIONS AND ANCHOR BOLT SIZE SHALL CONFORM TO EQUIPMENT MANUFACTURER'S

2. THE EDGE DISTANCE ON THE ANCHOR BOLTS SHALL NOT BE LESS THAN 6" OR 8 x "D".

1. "D" = DIAMETER OF ANCHOR BOLT.

NOTES:
1:1 SLOPE (TYP)

LAP SPLICE

CL ANCHOR BOLT
2" CLR FOR ALL OTHER SLABS.
3" CLR FOR SLABS ON GRADE.

HEIGHT
SEE NOTE 2
AROUND
4" MIN ALL
"D"
TYP
SC064
2" CLR (TYP 4 SIDES)
#5 @ 12" H1E (TYP 4 SIDES)
3/4" CHAMFER
2"CLR

BONDING AGENT

PORTLAND CEMENT

COAT WITH EPOXY RESIN/
1/4" AMPLITUDE AND

ROUGHEN CONCRETE TO
NOTE4
(OPT)
SKID

PLATE, SOLE PLATE, OR

EQUIPMENT BASE, BASE
NOTE 6
#5 @ 12" (TYP 4 SIDES)
NOTE 5

ANCHOR BOLTS
DETAIL SD546/TYP
GROUT. SEE

NON-SHRINK CEMENT
MIN 1 1/2"
PlotDate:13-DEC-20243:07:47PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS04.dgn
KP
174

TYPICAL DETAILS
STRUCTURAL 4
hgarcia
00TS04
"H
".
3/4" CLR 3/4" CLR
NOTE 4
NOTE 4
"W"
8" (TYP)
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
8"
12 8"
8"
8" WALL TO 12" WALL: ALTERNATE COURSES
NOTES:

2. BLOCK OR COURSE HEIGHT "H" EQUALS 8" OR 4" AS INDICATED ON THE DRAWINGS.

H
8xHx16
12xHx16
8xHx16
4xHx8
SOLID
8xHx16
12" WALL TO 12" WALL: ALTERNATE COURSES
12xHx16
H
4xHx4
SOLID
8xHx16
12"
16"
16"
12"
16"
16"

1. WALL THICKNESS AS INDICATED ON THE DRAWINGS.

SF206
TYP
MASONRY - CMU - L-CORNER AT 12" UNITS
N 12/18/2023

OPENING

LINTEL REINFORCEMENT SCHEDULE
LESS THAN 5'-0"GREATER THAN 5'-0" TO 7'-0"
GREATER THAN 7'-0" TO 12'-0"
"W" "R"
2 - #62 - #72 - #5
"R"
"H"
32"40"16"

WALLABOVEOPENING
"R" -C -B LINTEL AT OPENING LINTEL AT OPENING OF WALL. CLARITY. PLACE HOOK IN PLANE ROTATED 90° OUT OF POSITION FOR 180° STD ACI HOOK. HOOK SHOWN ANDGROUTSOLID.

FILLHEADJOINTS
NOTE 6 NOTE 6

WITH VERTICAL REINF

REINF EACH FACEWITH VERTICAL
ELECTRICAL BOXES.LOCATIONS WITH COORDINATE BAR SIZE AND SPACING. DRAWINGS FOR BAR ON THE DRAWINGS. SEE OTHERWISE INDICATED BARS UNLESS TYPICAL WALL REINF SF220

TYP SHEAR WALL (ORMSW)

MASONRY - CMU - ORDINARY REINF MASONRY
N SHEET 2 OF 2 12/18/2023
EPOXY

1. INSTALLATION OF AND ALL THREAD RODS AS INDICATED IN THE SPECIFICATIONS.

NOTE:

EMBEDMENT LENGTHSEE DRAWINGS FOR

MASONRYEXISTING
AND SPACING.ALL THREAD ROD SIZESEE DRAWINGS FOR
SF062

TYP THREAD RODS AND REINFORCING BARS
MASONRY - CMU - ADHESIVE BONDED ALLN 12/18/2023

CORNER INTERSECTION -A

NOTCH BLOCK NOTCH BLOCK

OPENING

EDGE OF

NOTCH BLOCK NOTCH BLOCK

LAPSPLICE
NOTE 1 (TYP)

SIZE AND SPACING

FOR WALL REINF

SEE DRAWINGS
NOTE 2

JAMB REINF

AT INTERSECTIONS

CORNERS AND

SINGLE VERT AT

WALL UNO (TYP)

VERT REINF CENTERED IN
REINF SIZE AND SPACING.

SEE DRAWINGS FOR WALL
NOTE 1 (TYP)

LAPSPLICE

INTERSECTIONS (TYP)

CORNERS AND AT

VERTICAL AT
HOOKS: 2 1/4" CLEAR TO O.F.

VERTICAL REINF

TURN HOOK AROUND
STANDARD 90° HOOK

OPENING

EDGE OF
NOTE 2

JAMB REINF

HOOK (TYP)
NOTE 4 (TYP ES)
SINGLE BAR BOND BEAM (8" OR 12" CMU)

4. CLEARANCE BETWEEN PARALLEL BARS AT HOOKS: MIN 1/2 INCH / MAX 1 INCH.

3. LOCATE LAPS BEYOND CORNERS AND HOOK EXTENSIONS.

2. SEE DETAIL SF220 - REINFORCED MASONRY WALL, FOR REINFORCEMENT AT OPENINGS AND JAMBS.

1. CONSTRUCT BOND BEAMS IN WALL USING BOND BEAM BLOCKS.

NOTES:
2 1/2" CLEAR TO O.F.
(NOTE3)
SF002/TYP

SEEDETAIL
(NOTE3)
SF002/TYP

SEEDETAIL
SF230 MASONRY - CMU - ORDINARY REINF MASONRY

TYP SHEAR WALL (ORMSW) - BOND BEAMS
N 12/18/2023
SF220 MASONRY - CMU - ORDINARY REINF MASONRY

TYP SHEAR WALL (ORMSW)
R SHEET 1 OF 2 11/15/2024
"R" (TYP)
(TYP)
SEE

FOUNDATION
MASONRYBLOCKWALL -A TYP SF002 OPENING (TYP) 2 - #5 BELOW "R" (TYP) "R" (TYP) NOTE 7. AT ALL VERTICAL BARS. DOWELS IN FOUNDATION WALL.

AND BOTTOM OF

BOND BEAM TOP
SPLICE(TYP).

MASONRYLAP
SIZE AND LOCATIONS.

FOR TYPICAL HORIZONTAL BAR
BOND BEAM (TYP). SEE DRAWINGS
BARS SIZE AND SPACING.

VERTICAL REINFORCEMENT

SEE DRAWINGS FOR TYPICAL

MASONRY

BOTTOM OF
OPENINGS (TYP).

AT JAMB OF

REINFORCEMENT

FOR VERTICAL

WALL ELEVATION
NOTE 6 (TYP)NOTE 1 (TYP)
NOTES:
1'-0" MIN (TYP)

7. EMBED DOWELS IN CONCRETE PER DETAIL SF270/TYP.

OPENINGS TO 1'-0" MINIMUM.

6. CHANNEL LINTEL MASONRY UNITS ACROSS OPENINGS. KNOCK-OUT BOND BEAM UNITS BEYOND

5. "R" BARS: EXTEND BAR 1'-0" MINIMUM BEYOND OPENING AND PROVIDE VERTICAL HOOK AT END.

4. SEE DETAIL SF230/TYP FOR BOND BEAM REINFORCEMENT AT CORNERS AND INTERSECTIONS.

3. DO NOT PLACE VERTICAL CONDUITS IN CELLS WITH VERTICAL REINFORCING BARS.

STRUCTURE.

2. SEE DRAWINGS FOR VERTICAL AND HORIZONTAL REINFORCEMENT SIZE AND SPACING AT EACH

1. ACI STANDARD 90° HOOK ON HORIZONTAL BARS AT OPENINGS. -B CORNER INTERSECTION DOUBLE BAR BOND BEAM (12" CMU ONLY) PlotDate:13-DEC-20243:11:16PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS05.dgn
KP
175

TYPICAL DETAILS
STRUCTURAL 5
hgarcia
00TS05
LAP

SPLICELAPSPLICE

LAPSPLICELAPSPLICE
0"
3" OR 3 1/2"
3" (TYP) BEAM
DEPTH
1 1/4" (TYP)
3 1/2" 3 1/2"
1 1/4" (TYP)
1 1/4"
3"
1 1/4" (TYP)
W = JOINT WIDTH (3/8" UNO)
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
A
1 C
1 MCJMCJ

IN GROUTED BOND BEAM THROUGH MCJCONTINUE HORIZ REINF
(TYP EACH SIDE OF CONTROL JOINT)SEE DRAWINGS FOR BAR SIZE AND SPACING NOTE 1

D- PLAN - BOND BEAM W/DOUBLE WALL REINF MAT
CONTINUOUS BETWEEN BOND BEAMSCONTROL JOINT KEY.
(TYP EACH SIDE OF CONTROL JOINT)SEE DRAWINGS FOR BAR SIZE AND SPACING NOTE 2

SASH BLOCKS
E PLAN - ABOVE OR BELOW BOND BEAM W/DOUBLE WALL REINF MAT - SF722

TYP VERT JOINT - BOND BEAM REINF CONTINUES

MASONRY - CMU - MASONRY CONTROL JOINT -
N SHEET 2 OF 2 12/18/2023
0"
(TYP)
NOTES:
(TYP)

SPACING OF VERT REINF
REINF. MATCH SIZE AND

DOWELS FOR CMU WALL

HOOK (TYP)
90-DEG

CONC WALL
SECTION: 8" CMU

INDICATED

VENEER WHERE
SLAB
T.O. CONC

OF HOOKS

ALTERNATE DIRECTION

BAR EMBEDMENT

STRAIGHT

OF WALL

FOR LOCATION

SEE DRAWINGS
NOTE 3 - ALT
HOOKS TO PROVIDE REQUIRED CONCRETE COVER.

3. WHERE STRAIGHT BAR EMBEDMENT IS NOT AVAILABLE, PROVIDE 90-DEGREE HOOKS. ROTATE2. VENEER IS NOT SHOWN FOR CLARITY.1. FOR CMU WALL REINFORCING SIZE AND SPACING, SEE PLANS. (TYP)
PERSF002/TYP
(TYP)
PERSC001/TYP
SF270

TYP BOTTOM OF WALL - CONCRETE SUPPORT

MASONRY - CMU - REINFORCEMENT AT
SHEET 1 OF 2 -A 12/18/2023
(TYP)

EMBEDMENT

STRAIGHT BAR
SECTION: 12" CMU

CONC WALL

OF WALL

FOR LOCATION

SEE DRAWINGS

INDICATED

VENEER WHERE
SLAB
T.O. CONC
NOTE 3 - ALT
(TYP)

SPACING OF VERT REINF
REINF. MATCH SIZE AND

DOWELS FOR CMU WALL

HOOK (TYP)
90 DEG
(TYP)
PERSF002/TYP
(TYP)
PERSC001/TYP
SF270

TYP BOTTOM OF WALL - CONCRETE SUPPORT

MASONRY - CMU - REINFORCEMENT AT
SHEET 2 OF 2 -B 12/18/2023

NUMBER OF
24 - 30 6
234
8 - 10
12 - 16
LEG

BOLTS PER
18 - 21
2 - L4 x 3 1/2 x 1/42 - L3 1/2 x 3 x 1/4FOR 10" OR LARGER COLUMN
2 - L3 1/2 x 3 x 1/4 FOR COLUMN
FOR 8" COLUMNS.
2 - L4 x 3 1/2 x 1/4 BEAM

TOP OF BEAMS SHALL BE FLUSH
COLUMNS.

BEAM
BEAM
GAGE OF 3 1/2" OR LESS.2 - L4 x 3 1/2 x 1/4 FOR 5 1/2"COLUMN GAGE.

UNLESS OTHERWISE INDICATEDON THE FRAMING PLANS. COPETOP AND BOTTOM FLANGES ASREQUIRED.

INDICATED ON THE FRAMING PLAN BY .

1. SCHEDULE APPLIES TO ALL BEAMS UNLESS NUMBER OF BOLTS PER LEG IS OTHERWISE NOTE:
(INCHES)
DEPTH
BEAM
3/4"
SH505
TYP 2 ANGLES - ALL BOLTED
STEEL – CONNECTION – W BM TO W BM / COL
12/18/2023
1/4
C8
L 3 x 3 x 1/4 -B SECTION

A- B- -A SECTION
SH678
TYP 1 ANGLE - BEAM BOLTED / SUPPORT WELDED

STEEL - CONNECTION - CHANNEL TO CHANNEL
S 12/18/2023
DETAIL

C-C- -C MC
JMCJ
(TYP EA FACE)AND SEAL JOINT PER RAKE MORTAR 1" DEEP

THROUGH MCJIN GROUTED BOND BEAMCONTINUE HORIZ REINF
(TYP EACH SIDE OF CONTROL JOINT)SEE DRAWINGS FOR BAR SIZE AND SPACING.

A- NOTE 1
NOTE 2

SASH BLOCKS
CONTINUOUS BETWEEN BOND BEAMSCONTROL JOINT KEY.
(TYP EACH SIDE OF CONTROL JOINT)SEE DRAWINGS FOR BAR SIZE AND SPACING.

RECOMMENDATIONSSEALANT DEPTH PER MFR

BACKER ROD
CONCAVE SURFACESEALANT. TOOLED

PLAN - BOND BEAM W/SINGLE WALL REINF MAT
B PLAN ABOVE OR BELOW BOND BEAM W/SINGLE WALL REINF MAT - SF722

TYP VERT JOINT - BOND BEAM REINF CONTINUES

MASONRY - CMU - MASONRY CONTROL JOINT -
N SHEET 1 OF 2 12/18/2023

2. OMIT GROUT IN VERTICAL JOINTS BETWEEN BOND BEAMS.

JOINT. AFTER GROUTING, REMOVE FORMS AND SEAL AS INDICATED.

1. INSTALL REMOVABLE FORMS TO CONFINE GROUT TO FILLED AREA OF BOND BEAMS BEYOND NOTES:
(TYP EACH FACE)AND SEAL JOINT PERRAKE MORTAR 1" DEEP
PlotDate:13-DEC-20243:09:51PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS06.dgn
KP
176

TYPICAL DETAILS
STRUCTURAL 6
hgarcia
00TS06
2" MIN
1/4"
1/4"

GRATING
NOTE3
"B"
"B"/2
"A" = WIDTH DECK SECTION
"B"/2
1 1/2"
1 1/2"
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL
2"
6"
2"
*

AND FORMSWOOD BLOCKING
2" MAX.1 1/4" MIN.

GRATING

DEPTHOF

A- GRATING REBATE -B ALTERNATE REBATE

PLATE -BPLATE
ANGLE

EMBEDDED ANGLE
SPECIFICATIONS.SURFACE PERGALVANIZING ON CUTREMOVAL. RESTORE SMOOTH AFTER FORMNAILS OFF AND GRINDGALV NAIL @ 2'-0" OC. CUT 1/8 4-121/8 4-12
1/4
1/8 4-121/8 4-12
* 5. = DIMENSION AS REQUIRED BY GRATING MANUFACTURER. SEE SPECIFICATIONS.

4. HOT-DIP GALVANIZED AFTER FABRICATION.3. EMBEDDED REBATE ANGLE AND PLATE SHALL BE 1/4" MINIMUM THICKNESS.2. MAKE REBATE AND/OR SEAT CONTINUOUS AROUND OPENING.1. SEE SPECIFICATIONS FOR H-20 HEAVY DUTY HOT-DIP GALVANIZED STEEL GRATING.NOTES:

RODTYP EA
LESS THAN TWO PER SIDEMAX SPACING, AND NOTEND OF REBATE, AT 2'-0"LOCATED 6" FROM EACH1/2"Ø ROD ANCHORS SR609

TYP REBATE
GRATING - GALVANIZED FOR H20 LOADS -
N 12/18/2023

SST SADDLE CLIP
SST BOLT. MIN 2 BOLTS PERSECTION @ ALL SUPPORTS.

SECTION OF GRATING

TOP FLANGEOF SUPPORT
HAZARD.

3. RECESS THE GRATING CLIP WITHIN THE DEPTH OF THE GRATING TO AVOID A TRIPPING SPACING NOT TO EXCEED 8'-0".

2. GRATING FASTENERS SHALL BE INSTALLED AT EACH CORNER OF EACH PANEL AND AT 1. GRATING FASTENERS SHALL BE INSTALLED WHERE INDICATED ON THE DRAWINGS.NOTES:

DEPTH
SR601
TYP

GRATING - FASTENERS
12/18/2023
THE JOINT BETWEEN THE MAKE-UPSECTION AND THE ADJACENT DECKSECTION SHALL BE THE SAME ASTYPICAL DECK SECTION JOINTS.

HAT SECTION

3. ROOFING AND INSULATION NOT SHOWN FOR CLARITY.

2. SEE ROOF FRAMING PLAN FOR DECK WELDING.

GREATER THAN "A"/3, AND ONE HAT SECTION IS REQUIRED WHEN "C" IS LESS THAN "A"/3.

SHALL CONSIST OF THREE HAT SECTIONS. TWO HAT SECTIONS ARE REQUIRED WHEN "C" IS INDICATED ON THE DRAWINGS. IF "C" IS GREATER THAN 2/3 "A", THE MAKE-UP SECTION

1. GAUGE OF MAKE-UP SECTION SHALL BE THE SAME AS THE ROOF DECK SECTION GAUGE AS NOTES:

SECTIONMAKE-UP"C" = WIDTH
SN610

TYP MAKE-UP SECTION

STEEL DECK - ROOF DECK -
N 12/18/2023

MASONRY WALL

STEEL ROOF DECK
LEDGER L4 x 3 x 3/8 LLV.INSTALL ANGLE TO MATCH ROOF SLOPE. SEE ROOF FRAMINGPLAN FOR TOP OF STEELELEVATIONS.

MASONRY WALL

STEEL ROOF DECK
TYP
TYP

CL ANCHOR BOLT
@ 2'-0" MAX

CL ANCHOR BOLT
@ 2'-0" MAX
TOP OF STEEL ELEVATIONS.

SEE ROOF FRAMING PLAN FOR
ANGLE TO MATCH ROOF SLOPE.

LEDGER L4 x 3 x 3/8 LLV. INSTALL
ENDS OF ANGLES SHALL EQUAL WIDTH OF JOINT.

2. ANGLE SHALL STOP AT EACH SIDE OF CONTROL AND EXPANSION JOINTS. GAP BETWEEN OF ANGLE.

1. FIRST ANCHOR BOLT AT EACH END OF SECTION OF ANGLE SHALL BE 6" OR LESS FROM END NOTES:

ROOF DECK RIBS PARALLEL TO WALL

ROOF DECK RIBS PERPENDICULAR TO WALL
SF052
SF052
3/4"
3/4"
SN550
TYP DECK 1 SIDE - ANGLE BEARING

STEEL DECK - ROOF AT CMU WALL -
N 12/18/2023
SJ402 STEEL FRAMING - DECK OPENING

TYP BETWEEN BEAMS OR JOISTS
N 12/18/2023
1/41/4
L3 x 3 x 1/4
SEENOTE1
SEE NOTE 1
SEE NOTE 1
OPENING.

SEENOTE1
SEE NOTE 2.

TYP

A- OPENING
12"-0" MAX

W ROOF BEAMS OPEN WEB ROOF JOISTS
PLAN

SECTION
5'-0"MAX -A W ROOFB
EAM

OPENWEBROOFJOIST

STEEL ROOF DECK

OPEN WEB JOIST

2. PROVIDE OPENING SIZE TO SUIT EQUIPMENT PROVIDED.

1. SEE ROOF FRAMING PLAN FOR BEAM SIZE.

NOTES:

W ROOF BEAM
TYP
SH505

OPENING
TYP
SH678
PlotDate:13-DEC-20243:09:55PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS07.dgn
KP
177

TYPICAL DETAILS
STRUCTURAL 7
hgarcia
00TS07
G
RATING.

DEPTHOF
1/2" MAX / 1/8" MIN
a
a
a
a a
a
a a
aa
No. 53219

REV DATE BY DESCRIPTION
DATE

CHECKED
DRAWN

DESIGNED
11843A.10
JOB NO.

DRAWING NO.

SHEET NO.

SCALES ACCORDINGLY

VERIFY SCALES

THIS SHEET, ADJUST

IF NOT ONE INCH ON

BAR IS ONE INCH ON

ORIGINAL DRAWING
0 1"
OF

CITY OF ROSEVILLE
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
1 2 3 4 5 6 7 8 9 10 11 12 13
AB
CD
E
F
G G
®
178

AQUIFER STORAGE AND RECOVERY WELLS PROJECT
DECEMBER 2024

NOT FOR CONSTRUCTION

DRAFT FINAL SUBMITTAL

AND FORMSWOOD BLOCKING
MIN1 1/2"

EMBEDDED FRP REBATE

GRATING

DEPTHOF

A- GRATING REBATE
SEE NOTE 6.

RECOMMENDED BY REBATE MANUFACTURER.NAILS AND GRIND MINIMUM 1/8" BELOW SURFACE OF FRP. SEAL NAIL WITH FRP RESIN

6. IF NAILS ARE USED FOR ATTACHMENT TO FORMWORK, PROVIDE TYPE 316 SST NAILS. CUT 5. = DIMENSION AS REQUIRED BY GRATING MANUFACTURER. SEE SPECIFICATIONS.4. REBATE MAY BE EXTRUDED.3. EMBEDDED REBATE SHALL BE 1/4" MINIMUM THICKNESS, ALL LEGS.2. MAKE REBATE AND/OR SEAT CONTINUOUS AROUND OPENING.1. SEE SPECIFICATIONS FOR FRP GRATING.NOTES:

NOTE5.

FRP ANCHOR
SU605
TYP

GRATING - FRP - REBATE
N SHEET 1 OF 2 12/18/2023

FRP GRATING -B GRATING SEAT EQ EQ

UNIFORM ALONG WALLKEEP GRATING LINE
NOTE5
(UNLESS OTHERWISE NOTED)FRP L2x2x1/4

ANCHORS

REQDABOVE
MIN6"CONC
(ASME B18.21.1 TYPE B - WIDE: OD = 1.00")SST FLAT WASHER AT ANCHORS SST SCREW ANCHOR @ 12" OC)UNLESS OTHERWISE NOTED.SST CONCRETE ANCHOR @ 12" OC SU605
TYP

GRATING - FRP - REBATE
N SHEET 2 OF 2 12/18/2023

WIND DOWNWARD & WIND NET UPLIFT

WIND NET UPLIFT

WIND DOWNWARD
CASE 1
CASE 2CASE 3

WIND LOAD DIAGRAMS
TYP
NR 11/14/24
SR620 ROOF TRUSS LOAD
SHT 3 OF 3
1 3
2 3
2 2

ROOF PLAN - WIND UPLIFT ZONE
1 2
3 a a
1 2
2 ZONE = 45 PSF (NET UPLIFT)ZONE = 25 PSF (NET UPLIFT)
ZONE = 6 PSF (NET UPLIFT)
WIND DOWN = 10 PSF
a = 5'-0"
TYP
NR 11/14/24
SR620 ROOF TRUSS LOAD
SHT 2 OF 3

4. SEISMIC LOAD SHALL BE APPLIED TO BOTTOM CHORD OF TRUSS.

LOADS.

3. DO NOT APPLY DEAD LOAD IN LOAD COMBINATION THAT INCLUDES WIND ROOF UPLIFT BUILDING CODE.

2. TRUSS SHALL BE DESIGNED FOR WORST LOAD COMBINATIONS IN ACCORDANCE WITH THE

1. ABOVE DESIGN LOADS ARE SUPER IMPOSED LOADS.

DL = 15 PSF
LL = 20 PSF
DL = 30 PSF

GRAVITY LOADS
NOTES:

TYP
NR 11/14/24
SR620 ROOF TRUSS LOAD
SHT 1 OF 3
PlotDate:13-DEC-20243:12:11PMUser:svcPWModel:Layout1ColorTable:gshade.ctbDesignScript:Carollo_Std_Pen_v0905.penPlotScale:1:1LASTSAVEDBY:

PROJECT NO. FILE NAME:

CECE
11843A1000TS08.dgn
KP
178

TYPICAL DETAILS
STRUCTURAL 8
00TS08
DFassbinder
2880 GATEWAY OAKS DRIVE, SUITE 300 • SACRAMENTO, CALIFORNIA 95833 • P. 916.565.4888 • F. 916.565.4880

CONTRACT DOCUMENTS FOR

DESIGN-ASSIST CONSTRUCTION OF

AQUIFER STORAGE AND RECOVERY WELLS
13 (Campus Oaks) AND 19 (Misty Wood) PROJECT
VOLUME 3A of 4:

TECHNICAL SPECIFICATIONS
DIVISIONS 01-13
RFP #08-135
INCLUDING:

Specifications for Construction
Draft Final Submittal
December 2024

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS
13 (Campus Oaks) AND 19 (Misty Wood) PROJECT
The Specifications contained herein have been prepared by, or under the direct supervision of the following Registered Engineers
Bid Documents and Conditions of the Contract Prepared by:

City of Roseville
Janice R. Gainey, PE
Expires 9/30/26
Technical Specifications Prepared by:

Carollo Engineers
Michael E. Ducker, PE
Expires 9/30/26

DRAFT DOCUMENTS
These Draft Documents are released for
the purpose of information exchange
review and planning only under the
authority of Janice R. Gainey,
December 11, 2024, California C-79928.

They are not to be used for bidding,
permit, or construction purposes.

DRAFT DOCUMENTS
These Draft Documents are released for
the purpose of information exchange
review and planning only under the
authority of Michael E. Ducker,
December 11, 2024, California C-63626.

They are not to be used for bidding,
permit, or construction purposes.

Table of Contents
00010-1 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/00010 (DraftFinal)

CITY OF ROSEVILLE

AQUIFER STORAGE AND RECOVERY WELLS
13 (CAMPUS OAKS) AND 19 (MISTY WOOD) PROJECT

TABLE OF CONTENTS
VOLUME 3A OF 4
DIVISION 01 - GENERAL REQUIREMENTS
SECTION NO. TITLE
01140 WORK RESTRICTIONS
01312 PROJECT MEETINGS
01321 SCHEDULES AND REPORTS
01322 WEB BASED CONSTRUCTION DOCUMENT MANAGEMENT
01330 SUBMITTAL PROCEDURES
01340 PHOTOGRAPHIC AND VIDEOGRAPHIC DOCUMENTATION
01357 DELEGATED DESIGN PROCEDURES
01410 REGULATORY REQUIREMENTS
01450 QUALITY CONTROL
01455 REGULATORY QUALITY ASSURANCE
01500 TEMPORARY FACILITIES AND CONTROLS
01550 TRAFFIC CONTROL
01562 TEMPORARY TREE AND PLANT PROTECTION
01573 EROSION AND SEDIMENT CONTROL
01601 PRODUCT REQUIREMENTS
01722 FIELD ENGINEERING
01734 WORK WITHIN PUBLIC RIGHT-OF-WAY
01756 COMMISSIONING
01757 DISINFECTION
01770 CLOSEOUT PROCEDURES
01782 OPERATION AND MAINTENANCE MANUALS
01783 WARRANTIES AND BONDS
01850 DESIGN CRITERIA
DIVISION 02 - SITE CONSTRUCTION
SECTION NO. TITLE
02050 SOILS AND AGGREGATES FOR EARTHWORK
02084 PRECAST DRAINAGE STRUCTURES
02200 SITE CLEARING
02240 DEWATERING
02260 EXCAVATION SUPPORT AND PROTECTION
02280 SUBSURFACE UTILITY ENGINEERING
02300 EARTHWORK
Table of Contents
00010-2 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/00010 (DraftFinal) 02312 CONTROLLED LOW STRENGTH MATERIAL (CLSM)
02318 TRENCHING
02581 PRECAST ELECTRICAL HANDHOLES AND ELECTRICAL MANHOLES 02620 FILTER FABRIC
02621 STABILIZATION FABRIC
02742A ASPHALTIC CONCRETE PAVING (CA)
02762 PAVEMENT MARKINGS
02772 CONCRETE CURBS, GUTTERS, AND SIDEWALKS
02820 FENCES AND GATES
DIVISION 03 - CONCRETE
SECTION NO. TITLE
03055 ADHESIVE-BONDED REINFORCING BARS AND ALL THREAD RODS IN

CONCRETE
03071 EPOXIES
03072 EPOXY RESIN/PORTLAND CEMENT BONDING AGENT
03102 CONCRETE FORMWORK
03150 CONCRETE ACCESSORIES
03200 CONCRETE REINFORCING
03300 CAST-IN-PLACE CONCRETE
03366 CONCRETE FINISHES
03600 GROUTING
DIVISION 04 - MASONRY
SECTION NO. TITLE
04055 ADHESIVE BONDING REINFORCING BARS AND ALL THREAD RODS IN

MASONRY
04090 MASONRY ACCESSORIES
04100 MORTAR AND MASONRY GROUT
04220 CONCRETE UNIT MASONRY
04221 BRICK MASONRY
DIVISION 05 - METALS
SECTION NO. TITLE
05120 STRUCTURAL STEEL FRAMING
05190 MECHANICAL ANCHORING AND FASTENING TO CONCRETE AND

MASONRY
05500 METAL FABRICATIONS
DIVISION 06 - WOOD AND PLASTICS
SECTION NO. TITLE
06072 PRESERVATIVE PRESSURE TREATED WOOD
06074 FIRE RETARDANT TREATED WOOD
06100 ROUGH CARPENTRY
Table of Contents
00010-3 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/00010 (DraftFinal) 06174 SHOP-FABRICATED WOOD TRUSSES
06611 FIBERGLASS REINFORCED PLASTIC FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
SECTION NO. TITLE
07190 WATER REPELLENTS
07220 ROOF AND DECK INSULATION
07415 STANDING SEAM SHEET METAL ROOFING
07722 ROOF HATCHES
07840 FIRESTOPPING
07900 JOINT SEALANTS
DIVISION 08 - DOORS AND WINDOWS
SECTION NO. TITLE
08110 HOLLOW METAL DOORS AND FRAMES
08320 FLOOR ACCESS DOORS
08332 OVERHEAD COILING DOOR
08710 DOOR HARDWARE
08910 LOUVERS
DIVISION 09 - FINISHES
SECTION NO. TITLE
09250 GYPSUM BOARD
09523 ACOUSTICAL PANELS
09910 PAINTING
09960 HIGH-PERFORMANCE COATINGS
DIVISION 10 - SPECIALTIES
SECTION NO. TITLE
10400 SIGNAGE
10520 FIRE PROTECTION SPECIALTIES
10810 TOILET ACCESSORIES
DIVISION 11 - EQUIPMENT
SECTION NO. TITLE
11242 LIQUID CHEMICAL DOUBLE DIAPHRAGM METERING PUMPS
11249 PACKAGED FLUORIDE SYSTEM
11309 PACKAGED GRINDER PUMP STATION
11313 VERTICAL TURBINE PUMPS
DIVISION 13 - SPECIAL CONSTRUCTION
SECTION NO. TITLE
13208 POLYETHYLENE TANKS
13447 ELECTRIC ACTUATORS
Table of Contents
00010-4 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/00010 (DraftFinal) VOLUME 3B OF 4
DIVISION 15 - MECHANICAL
SECTION NO. TITLE
15050 COMMON WORK RESULTS FOR MECHANICAL EQUIPMENT
15052 COMMON WORK RESULTS FOR GENERAL PIPING
15057 FUSION BONDED EPOXY LINING
15061 PIPE SUPPORTS
15062 PREFORMED CHANNEL PIPE SUPPORT SYSTEM
15076 PIPE IDENTIFICATION
15082 PIPING INSULATION
15110 COMMON WORK RESULTS FOR VALVES
15111 BALL VALVES
15112 BUTTERFLY VALVES
15114 CHECK VALVES
15115 GATE, GLOBE, AND ANGLE VALVES
15117 SPECIALTY VALVES
15118 PRESSURE CONTROL VALVES
15119 AIR AND VACUUM RELIEF VALVES
15120 PIPING SPECIALTIES
15125 STRAINERS
15211 DUCTILE IRON PIPE: AWWA C151
15229 REINFORCED CONCRETE PIPE: ASTM C76
15230 PLASTIC PIPING AND TUBING
15247 POLYVINYL CHLORIDE (PVC) PIPE: GRAVITY
15286 STAINLESS STEEL PIPE AND TUBING
15320 CORROSION PROTECTION
15400 PLUMBING SYSTEMS
15430 EMERGENCY EYE/FACE WASH AND SHOWER EQUIPMENT
15500 COMMON WORK RESULTS FOR HVAC
15739 VRF HEAT PUMPS
15762 HEATING UNITS
15830 FANS
15936 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
15954 TESTING, ADJUSTING, AND BALANCING FOR HVAC
15956 PIPING SYSTEMS TESTING
15958 MECHANICAL EQUIPMENT TESTING
DIVISION 16 - ELECTRICAL
SECTION NO. TITLE
16050 COMMON WORK RESULTS FOR ELECTRICAL
16060 GROUNDING AND BONDING
16070 HANGERS AND SUPPORTS
16075 IDENTIFICATION FOR ELECTRICAL SYSTEMS
Table of Contents
00010-5 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/00010 (DraftFinal) 16123 600-VOLT OR LESS WIRES AND CABLES
16125 FIBER OPTIC CABLE AND APPURTENANCES
16130 CONDUITS
16133 DUCT BANKS
16134 BOXES
16140 WIRING DEVICES
16150 LOW VOLTAGE WIRE CONNECTIONS
16210 UTILITY COORDINATION
16222 LOW VOLTAGE MOTORS UP TO 500 HORSEPOWER
16239 GENERATOR CONNECTION CABINET
16265 REDUCED HARMONIC VARIABLE FREQUENCY DRIVES
16272 DRY-TYPE TRANSFORMERS
16285 SURGE PROTECTIVE DEVICES
16290 ELECTRICAL POWER MONITORING
16305 ELECTRICAL SYSTEM STUDIES
16411 DISCONNECT SWITCHES
16412 LOW VOLTAGE MOLDED CASE CIRCUIT BREAKERS
16413 LOW VOLTAGE INSULATED CASE CIRCUIT BREAKERS
16422 MOTOR STARTERS
16442 INDIVIDUALLY MOUNTED CIRCUIT BREAKER SWITCHBOARDS 16444 LOW VOLTAGE MOTOR CONTROL CENTERS
16445 PANELBOARDS
16494 LOW VOLTAGE FUSES
16510 LIGHTING: LED LUMINAIRES
16710 FIRE ALARM SYSTEMS
16752 SECURITY
16950 FIELD ELECTRICAL ACCEPTANCE TESTS
DIVISION 17 - INSTRUMENTATION AND CONTROLS
SECTION NO. TITLE
17050 COMMON WORK RESULTS FOR PROCESS CONTROL AND

INSTRUMENTATION SYSTEMS
17100 CONTROL STRATEGIES
17101A SPECIFIC CONTROL STRATEGIES - [PROCESS AREA]
17201 LEVEL MEASUREMENT: SWITCHES
17208 LEVEL MEASUREMENT: RADAR PULSE TIME OF FLIGHT (PTOF) 17301 FLOW MEASUREMENT: SWITCHES
17302 FLOW MEASUREMENT: MAGNETIC FLOWMETERS
17316 FLOW MEASUREMENT: ROTAMETERS (VARIABLE AREA

FLOWMETERS)
17401 PRESSURE/VACUUM MEASUREMENT: DIAPHRAGM SEALS
17402 PRESSURE/VACUUM MEASUREMENT: INSTRUMENT VALVES
17403 PRESSURE/VACUUM MEASUREMENT: SWITCHES
17404 PRESSURE/VACUUM MEASUREMENT: GAUGES
Table of Contents
00010-6 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/00010 (DraftFinal) 17405 PRESSURE/VACUUM MEASUREMENT: DIRECT
17406 PRESSURE/VACUUM MEASUREMENT: DIFFERENTIAL
17407 PRESSURE MEASUREMENT: SUBMERSIBLE
17505 ANALYZERS: RESIDUAL CHLORINE
17529 ANALYZERS: FLUORIDE
17710 CONTROL SYSTEMS: PANELS, ENCLOSURES, AND PANEL

COMPONENTS
17712 CONTROL SYSTEMS: UNINTERRUPTIBLE POWER SUPPLIES 10 KVA

AND BELOW
17720 CONTROL SYSTEMS: PROGRAMMABLE LOGIC CONTROLLERS
17730 CONTROL SYSTEMS: PCS COMPUTER EQUIPMENT
17733 CONTROL SYSTEMS: NETWORK MATERIALS AND EQUIPMENT
17903 SCHEDULES: I/O LIST
17950 COMMISSIONING FOR INSTRUMENTATION AND CONTROLS
Work Restrictions
01140-1 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal) SECTION 01140

WORK RESTRICTIONS
PART 1 GENERAL

1.01 SUMMARY
A. Section includes:

1. Requirements for sequencing and scheduling the Work affected by existing site and facility, work restrictions, and coordination between construction operations and plant operations.

B. Water projects:

1. Conduct Work such that the Owner’s ability to meet its customer's demands for treated drinking water shall not be impaired or reduced in terms of the required quantity or quality of treated water. Do not impair the operational capabilities of essential elements of the treatment process or reduce treatment capacity below levels sufficient to meet demands for water throughout the contract time. The quantities of and quality of treated water required are described in this Section.

2. Conduct commissioning activities as specified in Section 01756 - Commissioning in a manner that will not impair capabilities of essential elements of the treatment process or reduce treatment capacity below levels sufficient to meet demands for water throughout the contract time. The quantities of and quality of treated water required are described in this Section.

3. PCIS Optimization and Fine-Tuning as specified in Section 01756 - Commissioning.

4. The status of the treatment plant shall be defined as “operational” when the plant is capable of meeting the Owner’s customer’s demands for treated drinking water in terms of the required quantity or quality of treated water as defined in this Section.

1.02 LIMIT OF CONSTRUCTION ACTIVITIES ON WORK SITE
A. Traffic Control:

1. During non-work hours, unless permitted otherwise by the City in coordination with Public Works, the CONTRACTOR shall keep all lanes of traffic open and clear. All trenches shall be backfilled or covered with suitable steel plates and open to traffic.

B. No equipment, construction material, or excavated material that will interfere with traffic shall be stored on streets, sidewalks, trails, swales, drainages, or roadways at any time.

1.03 SEQUENCE OF WORK
A. The CONTRACTOR shall schedule and sequence their work to complete the Work by the specified completion date.

Work Restrictions
01140-2 11843A10 December 2024 - DRAFT FINAL
pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal) B. The OWNER’s water distribution, recycled water, sewer collection and storm drain systems must remain accessible and operational and Contractor shall provide temporary facilities required to keep the existing plant continuously operational at all times, with scheduled shutdowns as necessary to complete the Work and with prior approval of Owner, as described herein.

C. Re-vegetation of disturbed areas shall take place as quickly as possible as work completion and weather permit, or temporary measures shall be installed and maintained at the Contractors sole expense.

1. Revegetation at the Misty Woods well shall be in accordance with the City’s Open Space Preserve Overarching Management Plan available online at https://www.roseville.ca.us/government/departments/development_services/pl anning/citywide_planning_documents/open_space_preserve_overarching_ma nagement_plan or as directed by the City Parks Department.

2. Revegetation at the Campus Oaks site shall be according to a seed mix designed by the Contractor/Contractor’s supplier and approved by the City.

1.04 PROJECT CONSTRAINTS
A. Maintenance of OWNER’s Operations:

1. Constraints listed herein involve limits on activities during construction. These limits relate to the critical nature of the existing water system and all other services provided by the City and its franchisees.

2. Continuous operation of OWNER's facilities is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified.

3. Work Plan:
a. The CONTRACTOR shall submit a detailed Work Plan and time schedule for all construction activities that will make it necessary to remove a tank, pipeline, electrical circuit, equipment, structure, road or other are replaced by temporary, new, or upgraded facilities from service, including the critical outages identified herein.
b. The Work Plan shall, at a minimum, identify:
1) The date and time when each activity will occur.
2) What equipment will be present including standby equipment. 3) What assistance will be required by OWNER’s operating personnel. 4) An emergency backup plan identifying what action will be taken if Work cannot be completed within the allotted time.
5) What individual will be in charge of the activity.
c. Submit Work Plan 10 working days prior to the scheduled activity.

4. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of OWNER's operations.

5. Shutdowns:
a. Coordinate proposed Work with OWNER and facility operations personnel before affecting unit shutdowns. The CONTRACTOR shall provide written confirmation of the shutdown date and time five working days prior to the actual shutdown.
b. Under no circumstances shall the CONTRACTOR cease Work at the end of a normal working day or at the end of a working week if such actions may inadvertently cause a cessation of any facility operating process, in which case, remain onsite until necessary repairs are complete.

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6. Do not close lines, open valves or gates, shut down equipment, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and approved by the OWNER. After approval, CONTRACTOR shall proceed in the manner, action, and timing as submitted and approved.

7. Do not proceed with Work affecting a facility's operation without obtaining OWNER's advance approval of the need for and duration of such Work.

B. Relocation of Existing Facilities:

1. During construction, it is expected that minor relocations of Work will be necessary.

2. Provide complete relocation of existing structures and Underground Facilities, including piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, and other necessary items.

3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified.

4. Perform relocations to minimize downtime of existing facilities.

5. Install new portions of existing facilities in their relocated position prior to removal of existing facilities, unless otherwise accepted by OWNER.

C. Hours of Work and Overtime:

1. Normal working hours at the Construction Site shall be 7 a.m. to 5 p.m., weekdays, no work during the weekend nor during City observed holidays. a. Conduct Work outside normal working hours only after obtaining prior written consent and approval from the OWNER.
1) Contractor shall request work-hour variations in writing, a minimum of 10 days prior to the start of the proposed work period. 2) Contractor shall not rely on approval of work outside of normal working hours without prior consent of the OWNER. Approval shall be at the sole discretion of the OWNER.
b. Contractor will develop Project Schedule assuming work during normal working hours only.

2. All overtime Work by the CONTRACTOR necessary to conform to the requirements of this Section and related Sections shall be performed by the CONTRACTOR, at no additional cost to the OWNER and shall be performed in accordance with the Agreement. The CONTRACTOR shall make no claims for extra compensation as a result thereof.

3. Contractor shall reimburse the City for its demonstrable additional internal and external labor and direct costs for supervising, inspecting, and providing any other City services during work conducted outside the normal working hours listed in C.1., above. In determining what effort and services are required, it will be the City’s sole determination what is required to accommodate the Contractor’s operation outside the normal working hours.

D. Site Area:

1. See also Agreement section 5.5.1 Designated Areas.

2. Contractor shall avoid disturbing ground and minimize disturbance to area residents whenever possible.

3. The construction plans outline the extent of land Contractor is allowed to occupy for staging, storage, officing, parking, etc., unless otherwise approved by the City in writing.

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1.05 CONSTRUCTION SEQUENCING CONSTRAINTS
A. Shutdown activities:

1. Scheduling:
a. Perform during normal working hours and for only specific construction sequencing constraints annotated in the project schedule and as agreed upon during Final Design.

B. Construction sequencing constraints will be developed by Design-Assist Team as necessary.

1.06 PROJECT STAFFING
A. Project superintendent (Job Superintendent, serving as resident Superintendent and Contractor’s authorized representative), employed by the Contractor, shall be on-site five days per week for eight hours a day whenever construction activities are taking place.

B. When the Owner has turned the process unit over to the Contractor for construction, modification or temporary use, the Contractor is responsible for costs and procedures required to dewater and dispose of liquid, solids, etc. as required until the City has accepted the improvements for routine operation. Contractor shall provide adequate time in schedules for draining and cleanup.

1.07 METHOD OF PROCEDURE (MOP)
A. Comply with the Qualified Storm Water Pollution Prevention Plan (SWPPP) Practitioner (QSP), employed by Contractor, who must be on call to come to the site when a Rain Event Action Plan (REAP) needs to be prepared.

1.08 STORMWATER MANAGEMENT
A. CONTRACTOR responsible for stormwater management from the time the Contractor physically mobilizes to the site until the time the final stormwater BMPs are installed and the Notice of Termination is accepted by the Water Board.Submittals:

1. Submit Baseline Schedule, as specified in Section 01321 - Schedules and with proposed MOPs.

2. Submit the following for each shutdown:
a. Attachment B - Method of Procedure (MOP) Form.
b. Attachment C - Readiness Checklist.
c. Attachment D - Safety Checklist.

1.09 OPERATIONS AND MAINTENANCE ACCESS
A. Provide safe, continuous access to process control equipment for plant operations personnel.

B. Provide access on one-hour advance notice to process control equipment for plant maintenance personnel and associated maintenance equipment.

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1.10 ENVIRONMENTAL WORK RESTRICTIONS
A. Refer to Attachment F for Mitigation Monitoring and Reporting Plan (MMRP) and related requirements.

B. Misty Wood Site: Work Near Creeks, Trees, Vernal Pools:

1. The City of Roseville has a Streambed Alteration Agreement for the Routine Maintenance Agreement for Streams and Drainage Facilities (hereinafter “RMA”), a copy of which is included as Attachment G.

2. The RMA allows the City to conduct limited repairs, modifications or other work in environmentally sensitive areas and stipulates the requirements for notification and limitations on activities.

3. The Contractor shall familiarize itself with the terms of the RMA and plan its work accordingly. Generally speaking, the RMA requires:
a. Work within the stream zone (such as the drainages near the Misty Woods Well site) is restricted to periods of low stream flow and dry weather in the period of May 1 to October 15.
b. Work near (500 feet) of certain animal habitats (such as the trees at Misty Woods well site) requires the City to retain the services of a qualified biologist to verify the presence/absence of certain species a maximum of approximately two weeks prior to the physical start of work, and that the biologist provide training to project staff prior to beginning work. c. The City is required to submit a Verification Request Form (VRF) documenting the biologist field work and training to the Contractor immediately prior to construction starting. Coordinate with the City project manager for a timely construction start.
d. Contractor is encouraged to coordinate this work early; encountering species requiring special treatment could delay the work.

C. See Section 01562 - Temporary Tree and Plant Protection for tree preservation requirements.

D. See Section 01573 - Erosion and Sediment Control for related requirements.

1.11 UTILITIES
A. Provide advance notice to and utilize services of Underground Services Alert (U.S.A.) and appropriate local organizations for location and marking of underground utilities operated by utility agencies including the Owner.

B. New yard utilities were designed using existing drawings.

1. Field verification of utilities locations was not performed during design.

2. Services crossed or located nearby by new yard utilities may require relocation and possible shutdowns.

3. Pipe alignments as indicated on the Drawings.

1.12 WORK BY OTHERS
A. Where proper execution of the Work depends upon work by others, inspect and promptly report discrepancies and defects.

Work Restrictions
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PART 3 EXECUTION (NOT USED)

END OF SECTION
Work Restrictions
01140-Attachment A 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

ATTACHMENT A - METHOD OF PROCEDURE (MOP)

Work Restrictions
01140-Attachment A-1 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal) “METHOD OF PROCEDURE” (MOP)
Instructions and Forms
Definition and Purpose
“Method of Procedure” (MOP) is a detailed document submitted by the Contractor to request process shutdown(s), utility tie-in(s), work in areas that may risk unanticipated outages, or flow diversions to accommodate site construction activities during a project. Such activities may include (but are not limited to) new tie-ins to utilities or structures, mechanical modifications to process piping or equipment, demolition, bulkhead installation, and cleaning processes.

The MOP provides a detailed plan to the Owner and Engineer that describes specific aspects of the work including purpose, time of execution, and anticipated impacts on treatment processes.

The MOP also includes contingency measures and provisions for rapid closure in the event that shutdown or work progress difficulties are encountered. Information from relevant trades associated with the requested shutdown, diversion, or tie-in is also included.

The Owner should use the information within the MOP to define operational procedures and methods to safely and successfully assist the Contractor.

MOP Process Summary

WHO STEP TIMING
Contractor 1. Identify MOPs needed on MOP Log
and Baseline Schedule.

No later than 7 days prior
to Preconstruction
Scheduling Meeting
Contractor, Owner,
Engineer

2. Pre-MOP Meeting. More than 28 days prior
to work
Contractor 3. Submits MOP. No later than 28 days
prior to work
Owner 4. Reviews MOP.

Owner 5. MOP finalized. No later than 7 days prior
to work
Contractor 6. Complete Readiness Checklist. No later than 5 days prior to work
Contractor 7. Complete Safety Checklist. Immediately prior to commencing work
Contractor 8. Complete Work.

Contractor 9. Update MOP Log and Progress
Schedules.

Monthly
MOP Process Detail
STEP 1. Identifies MOPs needed on MOP Log and Baseline Schedule.

Contractor submits a preliminary list of anticipated project MOPs on MOP Log. MOPs identified but not limited to those shutdowns, diversions, or tie-ins described in the Contract Documents.

Incorporate MOPs as tasks in Baseline Schedule. Date scheduled MOPs to coincide with the appropriate construction activities.

Work Restrictions
01140-Attachment A-2 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal) STEP 2. Pre-MOP Meeting.

Contractor requests a Pre-MOP Meeting with the Owner and Engineer to discuss the nature of the shutdown, diversion, or tie-in, and to gather the information necessary to complete the MOP Form. The pre-MOP meeting may be waived by the Owner or Engineer if the work is deemed to be minor.

STEP 3. Submits MOP.

Contractor completes the MOP Form and submits 3 copies for approval to the Owner’s Project Manager (OPM).

STEP 4. Reviews MOP.

OPM distributes MOP Form for review by the Owner’s Construction Coordinator, O&M Representative, and Engineer’s Project Representative. Review MOP Form for completeness, accuracy, compliance with both the construction schedule, constraints defined in Contract Documents, and to ensure that the requested work does not negatively impact plant operations or other concurrent project activities. Additional information may be requested to better understand the nature of and method for completing the Work.

STEP 5. MOP finalized.

Once the MOP is agreed to by all parties, the MOP will be finalized by signature. Copies are distributed to the Owner, Engineer, and Contractor.

STEP 6. Complete Readiness Checklist.

Contractor verifies everything is ready for the Work.

STEP 7. Complete Safety Checklist.

Contractor ensures safety.

STEP 8. Complete Work.

Contractor completes Work.

STEP 9. Update MOP Log and Progress Schedules.

Contractor updates MOP Log (Attachment E) weekly and distributes at the regularly scheduled construction progress meetings.

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01140-Attachment B 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

ATTACHMENT B - METHOD OF PROCEDURE (MOP) FORM

Work Restrictions
01140-Attachment B-1 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

METHOD OF PROCEDURE
(MOP) FORM
Owner: Date:

Contractor: Carollo Project No.:

Project Name: Submittal No.:

Submittal Title: Spec/Drawing. Ref.:

MOP #: TASK TITLE:
(Provide <10 word title)
SUBMITTAL DATE:
(No later than 28 days prior to work)
SCHEDULE OF WORK ACTIVITY:

START: (Date/Time) END: (Date/Time)
REQUESTOR:

PRIMARY POINT OF CONTACT: PHONE/PAGER:

SECONDARY POINT OF CONTACT: PHONE/PAGER:

NOTIFY: Control Room, Phone: Security, Phone:

BUILDING: LOCATION OF WORK FLOOR/LEVEL:

DESCRIPTION OF WORK: (Provide sufficient details on process isolation, work sequencing, and safety (i.e. control of significant hazards unique to the work) to demonstrate an understanding of the work and how it will be completed within the constraints, and its impact on the processes and facility.) Task Summary:

Processes Affected:

Trades Affected:

WORK PLAN:

Work Sequencing:

Process Isolation:

Spill Prevention Plan:

Contingency Plans:

CRITICAL EQUIPMENT / TOOLS: (Pumps and discharge hoses with correct fittings, blind flanges and pipe plugs, no-hub fittings, properly sized electrical service components, generators, portable lighting, chlorine for potable water pipe breaks, etc.)
Acoustic Ceiling/or Walls
Access
Excavation Permit Lock Out/Tag Out
Chemical Use Approval Fire Sprinkler Impairment Life Safety Systems Confined Space Permit Flammable Materials Roof Protocol Critical Lift Plan Flush / Discharge Work After Dark
Energized Electrical Work High Pressure Test
Work Restrictions
01140-Attachment B-2 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal) Elect. Panel Schedules Hot Work/Open Flame
EXISTING SERVICE(S) AT RISK:

Breathing Air Elect Normal Process Access Telephones
Chemical
Distribution
Fire Protection Safety Showers UPS
City Water HVAC SCADA VAX/DATA
Communication Inert Gas Security
Domestic Drain Instrument - Air Solvent Drain
Elect-Bus Duct Life Safety
System
Specialty Gases
Elect. Emergency Natural Gas Storm Drain
REVIEWER’S
INSTRUCTIONS/COMMENTS:

PREJOB BRIEFING MUST BE COMPLETED PRIOR TO COMMENCING WORK:

Full Name (printed) Signature Phone Date
Submitted By
System Owner
Reviewer (if needed)
Reviewer (if needed)
Reviewer (if needed)
Reviewer (if needed)
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01140-Attachment C 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

ATTACHMENT C - READINESS CHECKLIST

Work Restrictions
01140-Attachment C-1 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

READINESS CHECKLIST
(5 days prior to work)
Checklist provided as a guide but is not all inclusive.

1. Confirm all parts and materials are on site:

2. Review work plan:

3. Review contingency plan:

Work Restrictions
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ATTACHMENT D - SAFETY CHECKLIST

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SAFETY CHECKLIST
(Just prior to commencing work)
Checklist provided as a guide but is not all inclusive.

1. Location awareness:
a. Emergency exits: _____________________________________________________ b. Emergency shower and eyewash: ________________________________________ c. Telephones and phone numbers: _________________________________________ d. Shut-off valve: ________________________________________________________ e. Electrical disconnects: _________________________________________________

2. Inspect work area:
a. Take time to survey the area you are working in. Ensure that what you want to do will work. Do you have enough clearance? Is your footing secure? Do you have adequate lighting and ventilation? Are surrounding utilities out of the way for you to perform your work?

3. SDS (Safety Data Sheets):
a. Understand the chemicals and substances in the area you are working in by reading the SDS.

4. Lockout/Tagout Procedure:
a. Lockout/tagout energy sources before beginning work. b. Make sure all valves associated with the work are locked out and tagged out on each side of the penetration.
c. Make sure the lines are depressurized.

5. Overhead work:
a. Use appropriate personal protective equipment; i.e., safety harness, lifeline, etc. b. Select appropriate tie-off points; i.e., structurally adequate, not a pipe or conduit, etc. c. Spotter assigned and in position.
d. Pipe rack access; i.e., check design capacity, protective decking or scaffolding in place, exposed valves or electrical switches identified and protected.

6. Safety equipment:
a. Shepherd’s hook.
b. ARC flash protection.
c. Fire extinguisher.
d. Other: ______________________________________________________________

7. Accidents:
a. Should accidents occur, do not shut off and do not attempt to correct the situation unless you are absolutely positive that your action will correct the problem and not adversely affect other people or equipment.

8. Review process start-up documents:
a. In the event the system is shutdown, the Control Center should have a working knowledge of the process start-up procedures in order to deal effectively with unforeseen events.

9. Evacuation procedures:
a. Do not obstruct evacuation routes.
b. Take time to survey the area for evacuation routes.

Work Restrictions
01140-Attachment E 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

ATTACHMENT E - METHOD OF PROCEDURE (MOP) LOG

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01140-Attachment E-1 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

METHOD OF PROCEDURE (MOP) LOG
Sample
MOP
Number Task Title
Date
Requested
Date
Approved
Date Work
Planned
Work
Completed
(Yes/No)
001
002
003

Work Restrictions
01140-Attachment F 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

ATTACHMENT F - MITIGATION MONITORING AND REPORTING PLAN

Appendix A
Mitigation Monitoring and
Reporting Program

Appendix A. Mitigation Monitoring and Reporting Program City of Roseville Aquifer Storage and Recovery Program A-1 ESA / 201901396 Final Supplemental Environmental Impact Report October 2020

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure
Implementing
Responsibility
Monitoring
Responsibility Timing
Verification of
Compliance
(Initials and Date)
Air Quality
Mitigation Measure AQ-1:

1. Clean earth moving construction equipment with water, or sweep clean, once per day, or as necessary (e.g., when moving onsite), consistent with NPDES BMP's, local ordinances and municipal codes. Water shall be applied to control dust as needed to prevent dust impacts offsite.

Operational water truck(s), shall be onsite, as required, to control fugitive dust. Construction vehicles leaving the site shall be cleaned, as needed, to prevent dust, silt, mud, and dirt from being released or tracked off-site.

2. Spread soil binders on unpaved roads and employee/equipment parking areas. Soil binders shall be non-toxic in accordance with state and local regulations. Apply approved chemical soil stabilizers, or vegetated mats, etc. according to manufacturer's specifications, to al/- Inactive construction areas (previously graded areas which remain inactive for 96 hours).

3. Minimize diesel idling time to a maximum of 10 minutes.

4. Utilize existing power sources (e.g., power poles) or clean fuel generators rather than temporary diesel power generators, if feasible.

City of Roseville City of Roseville Prior to construction activities
Biological Resources
Mitigation Measure 3.6-1: If construction (including equipment staging) occurs during the breeding season for nesting birds and raptors (between February 15 and September 15), a qualified biologist shall conduct a preconstruction nesting bird and raptor survey before the onset of construction activities. The preconstruction nesting bird and raptor surveys shall be conducted within 14 days before the start of construction activities between February 15 and September 15. Surveys for raptor nests (excluding Swainson’s hawk) shall extend 500 feet from the ASR well sites. In addition, a 0.25-mile windshield-level survey shall be conducted to determine whether Swainson’s hawk nests occur in the vicinity. If no active nests are detected, a letter report documenting the results of the survey shall be submitted to the City and no additional mitigation is recommended as long as construction begins within 14 days of the survey and does not halt for more than 14 days.

City of Roseville City of Roseville Prior to construction activities
Appendix A. Mitigation Monitoring and Reporting Program City of Roseville Aquifer Storage and Recovery Program A-2 ESA / 201901396 Final Supplemental Environmental Impact Report October 2020

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure
Implementing
Responsibility
Monitoring
Responsibility Timing
Verification of
Compliance
(Initials and Date)
Mitigation Measure 3.6-2: If Migratory Bird Treaty Act-protected birds or raptors are found to be nesting on or adjacent to the ASR well sites, a no-disturbance buffer shall be established around the nest to avoid disturbance of the nest area and to avoid take. The buffer shall be maintained around the nest area and monitored until the end of the breeding season, or until the biological monitor determines that the young have fledged and are foraging on their own or the nest is no longer active. The extent of these buffers shall be determined by the qualified biologist and shall depend on the species identified, the level of noise or construction disturbance, the line of sight between the nest and the disturbance, ambient levels of noise and other disturbances, and other topographical or artificial barriers. Generally accepted avoidance buffers are 100 feet for nesting birds and 250–500 feet for nesting raptors. A letter report documenting the rationale for the established buffer and the results of monitoring shall be submitted to the City within 14 days of the date the biologist determines that the nest is no longer active and the avoidance buffer is no longer required.

City of Roseville City of Roseville Prior to construction activities
Mitigation Measure 3.6-3: Following the results of the wetland verification or determination from USACE, and before the start of construction, silt fencing followed by straw wattles or other erosion control measures shall be placed around the edge of potentially occurring seasonal wetlands on the Vencil Brown ASR well site. In addition, silt fencing shall be placed at the edge of the well footprint between the well’s work area and the potentially occurring seasonal wetlands, ephemeral drainage, and riparian area on the Vencil Brown well site.

Silt fencing followed by straw wattles or other erosion control measures shall be placed at the edges of the Pleasant Grove, Campus Oaks, and Misty Woods ASR well sites to prohibit construction activities in waterways and riparian areas.

Trucks and other vehicles shall not be allowed to park beyond the fencing, nor shall equipment be stored beyond the fencing. No vegetation removal or grounddisturbing activities shall be permitted beyond the fencing. The fencing shall remain intact for the duration of the construction activities.

City of Roseville City of Roseville Prior to construction activities
Appendix A. Mitigation Monitoring and Reporting Program City of Roseville Aquifer Storage and Recovery Program A-3 ESA / 201901396 Final Supplemental Environmental Impact Report October 2020

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure
Implementing
Responsibility
Monitoring
Responsibility Timing
Verification of
Compliance
(Initials and Date)
Hazards and Hazardous Materials
Mitigation Measure Hazard-1: Prior to initiating ground-disturbing activities, the City shall evaluate areas where drilling would occur to evaluate the potential for historical or existing hazardous materials. This evaluation shall include visual inspections of the site for evidence of hazardous materials releases (i.e., dumping) or evidence of nearby land uses, which may indicate the use of hazardous materials or hazardous waste generation (i.e., aboveground storage tanks, placarding). ff such evidence is observed, the City shall retain a qualified consultant to evaluate the potential for hazardous materials releases at the site prior to initiating construction to determine whether these releases may constitute a potential recognized environmental condition. If such a condition is determined to exist, the City shall prepare and implement a remediation plan prepared in accordance with the applicable regulatory agency (i.e., Department of Toxic Substances Control or Regional Water Quality Control Board) prior to proceeding with construction.

City of Roseville City of Roseville During construction activities
Noise
Mitigation Measure 4.3-1: Use of Sound Attenuation Measures during Well Drilling Operations. One such method to reduce noise levels is to erect a temporary sound barrier on the sides facing residences. An example would be barriers such as noise blanket panels mounted to steel framing. Noise blanket panels can be mounted horizontally or vertically and attached to vertical steel I-beam supports. Such barriers can reduce overall noise levels by approximately 17 dB [decibels].

Construction Contractor City of Roseville During construction activities
Mitigation Measure 4.3-41: Prior to Well Drilling the City Will Provide Notice to All Residents Subject to Potential Noise Impacts. The notice will include information about the need for 24-hour construction during a portion of the drilling phase, and related noise, and information to contact the City with concerns. The City will work with individual residents on an as-needed basis in the event that the drilling construction causes extenuating circumstances.

Construction Contractor City of Roseville During construction activities

1 There is no Mitigation Measure 4.2-2 in the 2012 ASR Program Final EIR. Therefore, the numbering for the Noise Mitigation Measures in this Draft SEIR is reflective of those in the 2012 ASR Program Final EIR.

Appendix A. Mitigation Monitoring and Reporting Program City of Roseville Aquifer Storage and Recovery Program A-4 ESA / 201901396 Final Supplemental Environmental Impact Report October 2020

MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure
Implementing
Responsibility
Monitoring
Responsibility Timing
Verification of
Compliance
(Initials and Date)
Mitigation Measure 4.2-3: Reduce Well Pump (Operational) Noise Levels.

Reduce noise levels associated with the well pump by providing a full or partial enclosure. The enclosure can take the form of a blockhouse or surrounding barrier designed to accommodate a pump motor 5-feet in height, and elevated off the ground by 18 inches.
 A full enclosure with a roof would sufficiently reduce noise levels; however, ventilation openings should be located on the side of the building opposite the nearest residences. If a traditional barrier is constructed around the well site, it would need to be a minimum of 8 feet in height.
 A variety of suitable sound attenuation options would be available. In order to ensure that sound levels are adequately mitigated, a qualified acoustical expert shall be consulted regarding placement, orientation, size, and density of acoustical barriers.

City of Roseville City of Roseville During construction activities
Work Restrictions
01140-Attachment G 11843A10 December 2024 - DRAFT FINAL pw://Carollo/Documents/Client/CA/Roseville/11843A10/X P3 Design/Specifications/01140 (DraftFinal)

ATTACHMENT G - CITY OF ROSEVILLE STREAMBED ALTERATION

AGREEMENT/ROUTINE MAINTENANCE AGREEMENT

Ver. 11/03/2015

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

NORTH CENTRAL REGION
1701 NIMBUS ROAD
RANCHO CORDOVA, CA 95670

STREAMBED ALTERATION AGREEMENT

FOR ROUTINE MAINTENANCE ACTIVITIES
NOTIFICATION NO. 1600-2016-0099-R2

CREEKS WITHIN THE CITY OF ROSEVILLE

CITY OF ROSEVILLE

ROUTINE MAINTENANCE OF STREAMS AND DRAINAGE FACILITIES PROJECT This Streambed Alteration Agreement (Agreement) is entered into between the California Department of Fish and Wildlife (Department) and City of Roseville (Permittee) as represented by Rob Jensen.

RECITALS
WHEREAS, pursuant to Fish and Game Code (FGC) Section 1602, Permittee notified the Department on 02 May 2016, that Permittee intends to complete the project described herein.

WHEREAS, pursuant to FGC Section 1603, the Department has determined that the project activities could substantially adversely affect existing fish or wildlife resources and has included measures in the Agreement necessary to protect those resources.

WHEREAS, Permittee has reviewed the Agreement and accepts its terms and conditions, including the measures to protect fish and wildlife resources.

NOW THEREFORE, Permittee agrees to complete the project activities in accordance with the Agreement.

PROJECT LOCATION
The project is located within the City of Roseville (City) boundaries, covering approximately 32 square miles as well as the Amoruso Rancho Specific Plan (ARSP) area (an approved specific plan subject to annexation), collectively known as the project area.

Routine maintenance activities would take place within creeks, improved and unimproved drainage channels, detention basins and constructed water quality swales, associated riparian vegetation, and low floodplains throughout the project area (Figure 1 Project Vicinity, Figure 2 Project Location – See Exhibit A).

The watercourses included within this Agreement are the following creeks and their tributaries: Dry Creek, Cirby Creek, Linda Creek, Miners Ravine, Secret Ravine, False Notification #1600-2016-0099-R2
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Ravine, Antelope Creek, Pleasant Grove Creek, South Branch Pleasant Grove Creek, Pleasant Grove Creek North Branch, Pleasant Grove Creek Blue Oaks Tributary, Pleasant Grove Creek Placer Tributary, Kaseburg Creek, Kaseburg Creek Sun City Tributary One, Kaseburg Creek Sun City Tributary Two, Kaseburg Creek East Branch, Kaseburg Creek South Branch, Coyote Creek, and Highland Ravine (Figure 3 Project Area – See Exhibit A). In addition multiple unnamed drainage ditches, canals, drainage swales, detention basins and overland relief within the project area would undergo routine maintenance. The Permittee would also maintain the City’s flood warning system and Cirby-Linda-Dry Creek flood control facilities (including flood walls, berms, bypass channels, pumps, and berms).

For the purposes of this Agreement, the limits of Department jurisdiction were developed based on aerial photography and City floodplain mapping and generally extends from the center of channel to the outer edge of riparian zones, wetland vegetation or low floodplains (whichever is larger). Jurisdictional areas included in the project area are generally mapped with green, blue or purple shading in Figure 3 Project Area (Exhibit A). In specific circumstances, the boundary of Department jurisdiction may differ from mapped limits. Exact limits of Department jurisdiction will be determined on a case-by-case basis in consultation with Department during submittal of each Verification Request Form (VRF).

PROJECT DESCRIPTION
"Agreement for routine maintenance" means an Agreement that: (1) covers only multiple routine maintenance projects that the entity will complete at different time periods during the term of the Agreement; and (2) describes a procedure the entity must follow for any maintenance projects the Agreement covers. “Routine Maintenance Work” means (project) work performed regularly by Permittee, within those Project Locations identified above, to maintain the functional and structural integrity of its facilities.
“Project” means one activity, or two or more interrelated activities that could or will affect similar fish and wildlife resources. Unless approved in writing by the Department, a project will occur within the same watercourse and/or its immediate tributaries and it will not exceed 30 days of duration since maintenance activities start. “Baseline Conditions” means the ecological condition of a site at the time the Agreement was finalized. Routine maintenance work conducted once every year or two that maintains current ecological conditions (i.e., annual vegetation trimming and thinning consistent with the City’s flood model) is not considered a Temporary or Permanent Impact because the vegetation typically returns within one year and therefore does not alter the habitat function from Baseline Conditions. “Temporary Impact” means all ecological effects that change Baseline Conditions and persist for one year. Projects with temporary effects generally involve vegetation removal followed by habitat restoration or non-disturbance to allow for natural re-growth.

For vegetation control, the frequency of pruning, thinning, cutting, mowing, or similar Notification #1600-2016-0099-R2
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activity is less than once every three years.
“Permanent Impact” means all effects that displace existing habitat or change Baseline Conditions that persist for greater than one year. For vegetation control, the frequency of pruning, thinning, cutting, mowing, or similar activity occurs at the same location more than once every 3 years. Removal of individual hazard trees within larger riparian communities generally shall not be considered an impact requiring mitigation as the ecological function of the community will not be significantly reduced.

MAINTENANCE WORK
The Permittee may perform the maintenance work described below without obtaining a separate Agreement from the Department, provided that the Permittee: 1) limits the work to within those areas identified in the Project Location; 2) submits a Verification Request Form (VRF) and receives Department approval prior to commencing any activity; and 3) completes the work in accordance with the terms and conditions specified herein. The City’s routine maintenance work program includes the following activities:
a. Trail Maintenance. The Permittee may maintain access roads and existing trails along creek corridors and at trail creek crossings. There are approximately 34 miles of paved trails in the City. In general, the existing paved trail network is used as maintenance access. Vegetation control equipment is expected to largely be comprised of herbicides, mowers, chainsaws and other hand tools, with the occasional use of a backhoe. The Permittee would remove debris, woody and herbaceous vegetation, trees which are in clear danger of falling in or across a trail/creek crossing, trim obstructing branches and downed trees, selective trimming for public safety and visibility and perform general maintenance on trail facilities such as benches, signage, pedestrian bridges, culverts, slope stabilization, erosion control, etc. Vegetation would be maintained to ensure a minimum clearance of five (5) feet from the edge of an improved access road, trail, and associated facilities to maintain trail safety and public access.
b. Goat Grazing. The Permittee may contract for goat grazing services to aid in thatch management, fuel reduction and invasive species removal tasks. This would involve a herd of approximately 500 goats and temporary low voltage electric fencing to contain the herd to a defined paddock. Herds would be left in a paddock for a period of 12 to 36 hours depending on vegetation density and the desired amount of vegetation removal and would then be moved onto the next area. In this fashion, large swaths of open space preserve within the City would be “flash grazed” once every 1 or 2 years. Approximately 1,400 acres of open space preserve would be flash grazed annually. A portion of this grazed area would be within riparian areas under Department jurisdiction. Goat grazing is typically conducted on steep slopes and other areas where access is limited.

Goat grazing practices will be focused on maintaining Baseline Conditions but in in certain circumstances, areas grazed by the goats with a high risk of erosion Notification #1600-2016-0099-R2
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may be reseeded with native plants or stabilized with general storm water best management practices to manage soil erosion in critical areas such as outfalls.

Goats will generally not be permitted within the bed, bank or channel of stream channels under Department jurisdiction; however, goats may be allowed to drink from streams on a case-by-case basis if approved by the Department during the VRF process. Goat grazing is necessary to maintain storm flow capacity, reduce thatch level/fire load, and control invasive species in areas where worker/equipment access would be difficult.
c. Channel Alignment Maintenance. At locations where improved City property and facilities are at risk, the Permittee may maintain existing channel alignments to prevent creeks and drainages from altering course during large storm events.

Activities may include the strategic addition of rock slope protection armoring along the outside edge of stream meanders and in other locations where hydraulic forces are concentrated. In non-urgent locations, the channel may be densely planted with native plants in order to stabilize banks and maintain the current creek alignment. Work may also entail removal of deposited sediment within the wetted channel to prevent the bed of the channel from elevating and causing the channel to braid. Maintaining existing channel alignments may be necessary to prevent channels from undermining and destabilizing bridges, public utilities, roadways, or bike trails. Temporary and Permanent Impacts shall not exceed an area of 100 linear feet or 0.2 acres. Individual project sites with Permanent Impacts must be separated by a distance of at least 1,500 feet. d. Debris or Obstruction Removal. The Permittee may remove debris, trash, rubbish, flood-deposited woody and herbaceous vegetation, downed trees, branches, and associated debris that substantially obstruct (or could obstruct) water flow, reduce channel capacity, accelerate erosion, damage concrete box culverts, metal culverts, or bridge structures. Debris removal may occur in creeks, channels, detention basins, dams, boat ramps, docks, and trails. Debris or obstruction removal may be followed by re-vegetation efforts. e. Beaver dam removal. The Permittee may remove beaver dams and associated debris that substantially obstructs (or could obstruct) water flow, reduce channel capacity, accelerate erosion, damage concrete box culverts, metal culverts, or bridge structures. Beaver dam removal may occur by use of hand tools and heavier equipment if needed. For beaver dam removal purposes a “project” is defined as the removal of beaver dams within the same watercourse within 30 days. This does not include the installation of beaver deterrent structures that may substantially alter the bed, bank or channel within the project area. f. Removal, Replacement, or Repair of Facilities. Permittee may remove or replace culverts, inlets, manholes, above and below ground utilities, or other facilities within areas of Department jurisdiction. Removal or replacement of facilities may require the trimming or removal of vegetation, displacement of sediments and/or placement of materials within creeks, channels and basins, man hole lining, flushing, vactoring (pneumatic sewer line cleaning with a vacuum truck), Closed Notification #1600-2016-0099-R2
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Circuit Television (CCTV) inspections, horizontal directional drilling, jack & bore, electric pole removal/replacement, and open trenching.
g. Silt, Sand or Sediment Removal. The Permittee may displace or remove (under dewatered or dry conditions) silt, sand, gravel, or sediment in the immediate vicinity (within 50 feet of natural channels and within 250 feet of un-vegetated altered channels) of natural or man-made structures and facilities, both lined and unlined, that could substantially obstruct water flow, reduce channel capacity, accelerate erosion, damage concrete box culverts, metal culverts, bridge structures or other facilities. Silt, sand and sediment removal efforts may extend further from structures if approved by the Department during the VRF process.

Such structures or facilities may include outfalls, bridges, culverts, beaver dams, basins, and the invert of creeks and channels. Removal of silt, sand, or other sediments may be followed by re-vegetation efforts.
h. Vegetation Control in Channels. The Permittee may cut, mow, disc, or bulldoze grasses, shrubs, and woody growth to maintain the designed capacity of floodways. The Permittee may cut, trim, or remove the lower branches of large trees to facilitate site inspections and maintain channel capacity. The Permittee may remove dead trees, dying trees, and new trees less than 4-inches diameter at breast height (dbh) to maintain channel capacity and prevent erosion. Where native trees or woody riparian vegetation split into several trunks close to ground level, the dbh shall be measured for each trunk and calculated as one tree. The Permittee anticipates vegetation control equipment to largely be comprised of chainsaws, other hand tools and herbicides, with the occasional use of a backhoe. The Permittee would cut, or mow weeds, grasses, shrubs, and woody growth to the extent necessary to conduct safety inspections. The Permittee would cut, trim, or remove the lower branches of large trees to facilitate site inspections and maintain channel capacity per the City’s flood model. The Permittee would remove dead or dying trees at risk of falling across a channel and impairing channel capacity. The Permittee may remove non-native vegetation to maintain channel capacity and improve native habitat. The Permittee shall not remove sensitive plant populations without Department approval. In addition, maintenance work near elderberry shrubs will be consistent with the Biological Opinion on Service Approval of the City of Roseville Open Space Preserve Overarching Management Plan (BO # 81420-2008-F-1958-3). i. Tree and Vegetation Control for Overhead Electric Infrastructure. The Permittee may cut, trim and potentially remove trees and vegetation as necessary to maintain the safety and regulatory clearance setbacks from overhead electric lines and related infrastructure. This work is typically conducted by tree trimming crews using bucket lift trucks, chain saws other hand tools and chippers. j. Repair of Previous Erosion Control Work. The Permittee may repair previous erosion control work, including, but not limited to, failed rock slope protection, sacked concrete, or gabion sections. Such work would not extend beyond 100 linear feet of the existing revetted area. In some areas these activities and other Notification #1600-2016-0099-R2
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routine maintenance activities may require fill near outfalls, bridges, culverts, basins, and the invert of creeks and channels. Types of fill materials could include riprap, soil, gravel material, or aggregate base and would come from commercial sources in the local area. The Permittee may also employ bioengineering methods where feasible to repair or enhance previously installed erosion control work. Materials would be placed with equipment such as an excavator, backhoe, dump truck, bobcat, skip loader, front loader or other small construction equipment. Exact methods, locations and volumes of erosion repair activities would be submitted to Department for final approval through the VRFs. k. Temporary Water Diversions. To minimize sedimentary effects to the channels and waterways, temporary water diversions may be utilized as necessary to prevent surface water from entering maintenance work areas. Dewatering is anticipated to be necessary for work within the wetted channel of perennial stream channels during the summer low flow period. Diversion and dewatering plans specific to the individual routine maintenance activity would be submitted to Department for final approval through the VRFs.
l. Minor Erosion Control Work. The Permittee may slope, place earthen fill, install rocks and gabions, apply gunite, or take other necessary measures to control erosion on previously unrevetted areas. Temporary and Permanent Impacts would not exceed 100 linear feet in length or 0.2 acres (which ever area is smaller). The Permittee may use bioengineering methods where feasible to reduce creek bank erosion. Bioengineering slope stabilization areas may be larger than 100 linear feet in length or 0.2 acres if approved by the Department.

Containment measures would be used to prevent deleterious material from entering state waters and avoid adverse impacts to fish and wildlife resources.

For purposes of placement of rock slope protection or shot-crete application as bank erosion control, individual project sites must be separated by a distance of at least 1,500 feet.
m. Bridge Washing, Graffiti Removal and Painting. Permittee may clean, wash, and paint structures such as bridges within the Department’s jurisdiction. Bridge washing will involve power washing the bridge to remove non-original materials such as dirt, spider webs and stains. Graffiti removal may involve power washing, applying chemical solvents, or rolling on paint over the graffiti. Bridge painting will involve power washing following by applying paint with either a roller or pneumatic spray gun. Containment measures including drop cloths and spill containment measures will be used to prevent deleterious material from entering State waters and avoid adverse impacts to fish and wildlife resources. n. Geotechnical Sampling and Subsurface Cultural Resource Sensitivity Testing.

Permittee may obtain core samples and conduct other minor geotechnical and/or cultural resources investigations in support of these maintenance activities, provided such work does not adversely affect fish and wildlife resources.

Geotechnical investigations would involve a truck or track mounted drill rig and a crew of two or three drill operators and one geologist. The drill rig would be used Notification #1600-2016-0099-R2
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to obtain 3 or 4 inch diameter core samples in order to determine the nature of underlying sediments and bedrock to a depth determined by the onsite geologist during drilling (typically 20-80 feet). After drilling is complete, the hole will be filled with either bentonite clay (weathered volcanic ash) or mortar (low aggregate concrete) to prevent groundwater contamination. Positioning of the drill rig may require vegetation trimming to access the site. Impacts associated with site access and vegetation trimming will be quantified and included in the VRF submitted for the work. Drill rigs would be positioned over secondary containment to prevent fuel or hydraulic leaks from contaminating soils. Secondary containment will consist of visqueen or similar plastic sheeting. The edges of secondary containment will be elevated to prevent leaks from running off the plastic sheeting. Geotechnical sampling and subsurface cultural resource sensitivity testing is only included as an activity if it is directly related to routine maintenance activities covered under this Agreement.
o. Flood Alert System. The City’s Flood Alert System is comprised of remote sensor and transmitter locations along various streams within the City that are prone to flooding. The Permittee may access and maintain the remote sensor and transmitter installations currently in operation. The Permittee may install new stream gauge equipment for monitoring stream levels and precipitation within the stream zone.

Potential Mitigation Alternatives for Permanent Impacts The following tasks may be implemented as compensatory mitigation for Permanent Impacts associated with routine maintenance tasks. Implementation of mitigation is not subject to the VRF process but would occur consistent with the Habitat Management and Monitoring Program (HMMP) as outlined in Measure 3.2 and requires implementation of the protective measures in this Agreement. a. Adopt-a-Creek Program. The Permittee may partner with nonprofits, businesses and residents to perform creek/drainage trash and invasive species removals and restoration activities through the City’s Adopt-a-Creek program. Creek restoration activities may consist of trash abatement, invasive plant removal, and plantings of local native species to improve fish and wildlife habitat, protect water quality and stabilize bank erosion. Program activities may include group “volunteer cleanup/work days” or small scale individual restoration or enhancement projects (for example, “Eagle Scout” projects). Through the Adopta-Creek program, the Permittee will establish long-term creek adoption commitments from non-profits such as Dry Creek Conservancy, Trout Unlimited, Granite Bay Flycasters, businesses, and citizen’s groups. b. Creek Restoration and Erosion Repair Projects. The Permittee may restore locations with existing bank erosion or scour problems to improve riparian habitat value and water quality. Potential restoration project locations within Linda Creek, Cirby Creek, Dry Creek, Secret Ravine, and Strap Ravine are identified in Exhibit A. The Permittee may add new locations (with Department concurrence) Notification #1600-2016-0099-R2
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to the list of potential creek restoration and erosion repair projects. Restoration activities may involve the following steps: removal of non-native vegetation; regrading eroded, scoured, or undercut portions of the creek to more stable and natural topography; and bio-stabilization of the restoration area to prevent future erosion. Bio-stabilization would involve installing biodegradable geotextile fabric (e.g. coconut coir erosion control blankets, fibers rolls) and native riparian vegetation to stabilize the restoration area and provide long term riparian habitat.

Areas at or below the Ordinary High Water Mark (OHWM) may be stabilized with a combination of biodegradable geotextile fabric and fast growing native species.

Banks and floodplains would be planted with riparian trees and shrubs typical to the region. Herbaceous understory species may be added to the restoration site above the OHWM either by installing plugs or broadcasting a seed mix.

Restoration Plans will be submitted to the Department for review and approval. c. Invasive Species Removal. The Permittee may remove non-native invasive vegetation to enhance existing habitats under Department jurisdiction. Invasive vegetation removal must include a maintenance and monitoring period to ensure that the site is not eroded or re-colonized by invasive species. If appropriate, sites will be revegetated by applying a native seed mix, installing container plants, or both.
d. Conversion of Concrete-Lined Channels. Removal of concrete lining from channels would entail removing concrete lining, restoring the channel to natural, self-sustaining topography, and revegetating the banks with site appropriate native riparian vegetation. The Permittee may undertake projects to convert existing concrete-lined channels to a more natural state to improve water quality, improve aesthetic values, or provide compensatory mitigation for Permanent Impacts associated with routine maintenance activities.

PROJECT IMPACTS
Existing fish or wildlife resources the project could substantially adversely affect include:
dwarf downingia (Downingia pusilla), Boggs Lake hedge-hyssop (Gratiola heterosepala) Sanford's arrowhead (Sagittaria sanfordii), Legenere (Legenere limosa), vernal pool fairy shrimp (Branchinecta lynchi), vernal pool tadpole shrimp (Lepidurus packardi), Conservancy fairy shrimp (Branchinecta conservatio), valley elderberry longhorn beetle (Desmocerus californicus dimorphus), western spadefoot (Spea hammondii), western pond turtle (Emys marmorata), steelhead - Central Valley DPS (Oncorhynchus mykiss irideus), Swainson's hawk (Buteo swainsoni), tricolored blackbird (Agelaius tricolor), white-tailed kite (Elanus leucurus), burrowing owl (Athene cunicularia), grasshopper sparrow (Ammodramus savannarum), purple martin (Progne subis), other migratory birds, bats, and other aquatic and terrestrial plant and wildlife species.

Identification and analysis of species impacts can be found in the City of Roseville California Environmental Quality Act Routine Maintenance of Stream Channels and Drainage Facilities Project Initial Study/Mitigated Negative Declaration (SCH#2016092050).

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The adverse effects the project could have on the fish or wildlife resources identified above include: soil compaction or other disturbance to soil layer, temporary release of contaminants (i.e. incidental from maintenance), removal of riparian habitat, disruption to nesting birds, reptiles and other wildlife.

Approximately 3.3 acres of Permanent Impacts to vegetation are anticipated over the 12-year life of the RMA in the form of rip-rap, earthen fill, and repair of existing facilities.

It is anticipated that 1.1 acres of Permanent Impacts will occur in riparian areas and 2.2 acres of Permanent Impacts will occur in stream channel or detention basin habitats that may have emergent vegetation. Approximately 14 acres of Temporary Impacts are anticipated over the 12-year life of the RMA. Approximately 8 acres of Temporary Impact will be in stream channels and detention basins in the form of sediment removal and may impact emergent vegetation. The remaining 6 acres will be in riparian areas in the form of temporary staging areas, access roads, and work areas. Table 1 lists the summary of cumulative impacts to vegetation over the 12-year life of the project.

Table 1 – Summary of Cumulative Impacts to Vegetation
Type of Impact
Permanent Impact
Total Area (acres)
Temporary Impact
Total Area (acres)
Riparian 1.1 6.0
In-stream/wetland 2.2 8.0
Total 3.3 14
Maintenance activities may result in disturbance of approximately 0.67 acres and remove 4,117 cubic yards (CY) of debris and sediment annually and may result in approximately 0.27 acre and 1,434 cubic yards of fill annually.

MEASURES TO PROTECT FISH AND WILDLIFE RESOURCES

1. Administrative Measures
Permittee shall meet each administrative requirement described below.

1.1 Documentation at Project Site. Permittee shall make the Agreement, any extensions and amendments to the Agreement, and all related notification materials and California Environmental Quality Act (CEQA) documents, readily available at the project site at all times and shall be presented to the Department personnel, or personnel from another state, federal, or local agency upon request.

1.2 Providing Agreement to Persons at Project Site. Permittee shall provide copies of the Agreement, the approved verification request form (VRF), and any extensions and amendments to the Agreement to all persons who will be working on the project at the project site on behalf of Permittee, including but not limited to contractors, subcontractors, inspectors, and monitors.

1.3 Notification of Conflicting Provisions. Permittee shall notify the Department if Permittee determines or learns that a provision in the Agreement might conflict Notification #1600-2016-0099-R2
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with a provision imposed on the project by another local, state, or federal agency.

In that event, the Department shall work with Permittee to resolve any conflict.

1.4 Project Site Entry. Permittee agrees that the Department personnel may enter the project site at any time to verify compliance with the Agreement.

1.5 Does Not Authorize “Take.” This Agreement does not authorize “take” of any listed species. Take is defined as hunt, pursue, catch, capture or kill or attempt to hunt, pursue, catch, capture, or kill. If there is potential for take of any listed species to occur, the Operator shall consult with the Department as outlined in FGC Section 2081 and shall obtain the required State and federal threatened and endangered species permits.

1.6 Nesting Birds. This Agreement does not allow the Permittee, any employees, or agents to destroy or disturb any active bird nest (Section 3503 Fish and Game Code) or any raptor nest (Section 3503.5) at any time of the year.

1.7 Verification Request Form (VRF): The VRF is provided by the Department to the Permittee as an Exhibit to this Agreement (Exhibit B). The Permittee shall complete the VRF for all project submissions.

1.7.1 Submission of the VRF: The Permittee shall complete the VRF and submit (preferably by email) to [email protected] and the current staff contact’s email.

1.7.2 Content of the VRF: The VRF shall include supporting documents for the maintenance activity, including but not limited to: photos, updated surveys, drawings and/or maps, etc.

1.7.3 Changes to the VRF: The VRF may be administratively updated through the term of this Agreement, to reflect changes in contact information.

1.7.4 VRF Fees: Fees associated with the projects identified by each VRF shall be submitted annually to the Department (see “Fees” below).

1.7.5 Species: In any areas where species protected under the California Endangered Species Act (FGC 2080 et seq.), plants designated as rare under FGC 1908, or California Fully Protected Species (FGC 3511, 4700, 5050 and 5515) may be present, work may only occur after the area has been surveyed by a qualified biologist and it has been determined that the work can occur without the possibility of Take.
a. Any VRFs submitted to the Department for work in those areas must include a copy of the biological survey and/or methodology used to determine the absence of listed species.

1.8 Timing of Maintenance Work: Ten (10) days prior to commencing routine maintenance work, the Permittee shall complete and submit to the Department a VRF as described in Section 1.7 of the Agreement.

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1.8.1 Project Delays: In the event that the Permittee delays the project start date specified in the VRF by more than ten (10) days, the Permittee shall submit a revised VRF before beginning the project.

1.8.2 Urgent Review Requested: In cases where the Permittee must expedite work based on the limited availability of work crews, the need for specialized equipment, anticipated weather conditions, and other limiting factors, the Permittee shall submit to the Department a VRF for the work a minimum of two (2) working days prior to beginning said work. The VRF shall be submitted as described in Section 1.6 of this Agreement and shall include a description of the reason why urgent review is needed.

1.9 Department Processing of the VRF

1.8.3 Receipt of VRF: Upon receipt of a VRF, the Department may acknowledge receipt of any VRF in the form of an email response to the Permittee contact person identified in the VRF; however, such acknowledgement shall not be deemed an approval by the Department that the Permittee may begin the work described in the VRF.

1.8.4 Consistency with the Agreement: Within ten (10) days of receipt, the Department shall determine if the routine maintenance work described in the VRF is covered by and consistent with this Agreement, and provide response to the Permittee.

1.8.5 Concurrence of Work: If the Department determines that the work described in the VRF is consistent with and covered by this Agreement the Permittee may begin the work described in the VRF, provided it does so in accordance with the terms and conditions in this Agreement. This may include a site visit by the Department for field confirmation. a) Prior to the proposed start date in the VRF, complete the bottom portion of the submitted VRF, check the appropriate “Notice of Concurrence” box and return the approved VRF to the Permittee contact person identified in the VRF (and any Permittee employees on the distribution list) stating that the Permittee may proceed with the work described in the VRF; or,
b) Allow the agreed upon comment period to lapse by not responding to the VRF within the appropriate timeframe.

1.8.6 Non-Concurrence of Work: If the Department determines that the routine maintenance work described in the VRF is not covered by or consistent with this Agreement, the Department shall send by email a notice of nonconcurrence to the Permittee contact person identified in the VRF and all the Permittee employees on the email distribution, in which case the Department must send the notice prior to the proposed start date in the VRF. If the Department submits a notice of non-concurrence, the Department shall specify the basis for its inconsistency determination and describe the actions the Permittee will need to take before it may begin the work.

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1.9 Emergency work: This Agreement does not apply to emergency work by the Permittee. The Permittee shall complete any emergency work in accordance with FGC Section 1610, and comply with the Notification requirement in FGC Section 1610 by completing the Notification of Emergency Work form found on the Department’s website at https://www.wildlife.ca.gov/Conservation/LSA/Forms and submitting it to the Department as instructed.

1.10 Maintenance work not covered by this Agreement: Maintenance work not covered by or consistent with this Agreement shall include any routine maintenance work not identified in the Project Description and outside of the Project Location as specified in this Agreement, regardless of whether the work is otherwise consistent with this Agreement. For routine maintenance work not covered by this Agreement and subject to FGC Section 1602, the Permittee shall notify the Department in accordance with that section before beginning the work.

See the Department website https://www.wildlife.ca.gov/Conservation/LSA for instructions and forms for providing notification of Lake or Streambed Alteration to the Department.

2. Avoidance and Minimization Measures
To avoid or minimize adverse impacts to fish and wildlife resources identified above, Permittee shall implement each measure listed below.

2.1 Work Period. The time period for completing earthmoving work within stream zone shall be restricted to periods of low stream flow and dry weather and shall be confined to the period of May 1 to October 15. Maintenance activities shall be timed with awareness of precipitation forecasts and likely increases in stream flow.

Maintenance activities that involve earthmoving within the stream zone shall cease until all reasonable erosion control measures, inside and outside of the stream zone, have been implemented prior to all storm events. Revegetation, restoration and erosion control work is not confined to this time period.

2.2 Dry Weather Only. The work period within Department jurisdictional area shall be restricted to periods of dry weather (with less than a 30% chance of rain). All erosion control measures shall be initiated prior to all storm events. Revegetation, restoration and erosion control work is not confined to this work period. Permittee shall monitor the National Weather Service (NWS) 72-hour forecast for the project area.

2.3 Work Period Extensions. The work period may be extended based on the extent of the work remaining, on site conditions and reasonably anticipated future conditions. If the Permittee finds more time is needed to complete the authorized activity, the Permittee shall submit a written request for a work period time extension to the Department. The work period extension request shall provide the following information: 1) Describe the extent of work already completed; 2) Provide Notification #1600-2016-0099-R2
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specific detail of the activities that remain to be completed within the stream zone; and 3) Detail the actual time required to complete each of the remaining activities within the stream zone. The work period extension request should consider the effects of increased stream conditions, rain delays, increased erosion control measures, limited access due to saturated soil conditions, and limited growth of erosion control grasses due to cool weather. Photographs of the work completed and the proposed work areas are helpful in assisting the Department in its evaluation. Time extensions are issued at the discretion of the Department. The Department will have ten calendar days to approve the proposed work period extension. The Department reserves the right to require additional measures designed to protect natural resources.

Biological Resources

2.4 Designated Biologist. At least thirty (30) days before training or premaintenance activity surveys are conducted, Permittee shall submit to the Department in writing the name, qualifications, business address, and contact information for a biological monitor (Designated Biologist). Permittee shall obtain the Department’s written approval of the Designated Biologist prior to the commencement of project activities. The Designated Biologist shall be knowledgeable and experienced in the biology and natural history of local fish and wildlife resources present in the project area.

2.5 Designated Biologist On-site with Stop work Authorization. In any areas where suitable habitat for special-status species may be present, the Permittee shall have a Designated Biologist on site during initial soil disturbing activities and shall be on call daily to ensure that Agreement conditions are being met and implemented to minimize impacts to fish and wildlife species and habitat. The Designated Biologist shall be responsible for conducting pre-maintenance surveys within the project area and monitoring the initiation of all ground- or vegetation-disturbing activities subject to this Agreement. The Designated Biologist shall have the authority to immediately stop any activity that is not in compliance with this Agreement, and/or to order any reasonable measure to avoid or minimize impacts to fish and wildlife resources. If any special-status species are found, maintenance activities shall cease and the Permittee shall notify the Department immediately if there is a threat of harm to any sensitive species, or other aquatic wildlife.

2.6 Annual Environmental Awareness Education. The Permittee shall conduct an education program for all persons employed or otherwise working on the project site prior to performing any work on-site and on an annual basis. The program shall consist of a presentation from the Designated Biologist or another Department-approved biologist that includes a discussion of the biology of the habitats and species identified in this Agreement and present in the project area.

The biologist shall also include as part of the education program information about the distribution and habitat needs of any special-status species that may be present, legal protections for those species, penalties for violations and projectspecific protective measures included in this Agreement. Interpretation shall be Notification #1600-2016-0099-R2
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provided for non-English speaking workers, and the same instruction shall be provided for any new workers prior to their performing work under this Agreement.

2.6.1 Invasive Species Education Program. Permittee shall conduct an Invasive Species Education Program for all persons working within the project site prior to the commencement of any project activities. The program shall consist of a presentation from a qualified biologist that includes a discussion of the invasive species currently present within the project site as well as those that may pose a threat to or have the potential to invade the project area. The discussion shall include a physical description of each species and information regarding their habitat preferences, local and statewide distribution, modes of dispersal, and impacts. The program shall also include a discussion of best management practices (BMPs) to be implemented in the project area to avoid the introduction and spread of invasive species into and out of individual project sites. The program shall be repeated annually until the end of the Agreement term. Copies of program materials shall be maintained at the project site for workers to reference as needed.

2.6.2 Sign-in Sheets. Upon completion of the education program, employees shall sign a form stating they attended the program and understand all protection measures. These forms shall be filed at the worksite offices and submitted with the annual reports required by Measure 4.4 of this Agreement.

2.6.3 Fact Sheets. The Permittee shall prepare and distribute cards or fact sheets that contain the species or sensitive resource information for workers to carry while onsite.

2.7 Pre-Maintenance Inspection. The Permittee shall visually check for wildlife under parked vehicles and equipment within the maintenance area prior to moving that equipment. If sensitive species are observed, the Designated Biologist shall be contacted. If it is determined that the work site is occupied by a sensitive species, the Permittee shall not commence activities until no signs are present that the site is being used by the species or that the species is no longer present.

2.7.1 Special-Status Species Encountered During Work. If the Permittee encounters a special-status species within or adjacent to the project area, work shall be suspended, the Department notified, and if needed, additional conservation measures shall be developed in consultation with the Department prior to re-initiating the activity.

2.8 Leave Wildlife Unharmed. The Permittee shall allow any fish or wildlife it encounters during the course of maintenance work authorized by this Agreement to leave the work area unharmed.

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2.9 Nesting Birds. To avoid impacts to nesting birds, focused surveys for bird nests shall be conducted by the Designated Biologist or Department-approved biological monitor for maintenance activities that must take place between February 1st and August 31st. The survey shall be conducted no more than five (5) days prior to the start of maintenance activities. This will include surveys of the ground, herbaceous, shrub, or canopy vegetation and structures (i.e., bridges, old buildings, etc.). The survey shall be conducted within a minimum 500-foot radius of project activities (to the degree feasible). The results of the nest survey shall be submitted to the Department before the start of work. The results of the survey shall include the following information: name of biologist(s) conducting surveys, dates of survey, total field time of survey efforts, map of survey routes, and the type of species nesting. Take of individual raptors, their nests, and eggs is currently prohibited under FGC Sections 86, 3503, 3503.5, and 3513.

2.9.1 Bird Management and Monitoring Plan. Before the start of maintenance activities, if nests are found during the survey, the Permittee shall prepare and submit to the Department a Bird Management and Monitoring Plan (Plan) which includes survey results and establishes the necessary buffers to avoid take of a nest pursuant to FGC sections 3503 and 3503.5. The Plan design shall be based upon site conditions, project activities, and species present or likely to be present during all maintenance activities. For active nests, a buffer or installation of appropriate barriers shall be established between the maintenance activities and the active nest so that nesting activities are not interrupted.

The buffer shall be delineated and shall be in effect throughout maintenance or until the nest is no longer active. The buffer(s) shall be determined based upon the life history of the individual species, including their sensitivity to noise, vibration, ambient levels of human activity and general disturbance, the current site conditions (screening vegetation, terrain, etc.) and the various project-related activities necessary to complete work. Nests shall be monitored to ensure the efficiency of the buffers.

2.9.2 Removal of Trees/Shrubs During Fall/Winter Months. To avoid potential impacts to tree nesting birds, trees and shrubs designated for trimming or removal may be cut down during the time period of September 1 to January 31st, provided the Permittee has determined that no raptor or special-status birds have established nests on the vegetation proposed for removal or use the site as a rookery.

2.9.3 Additional Surveys. If a lapse in project-related work of fifteen (15) calendar days or longer occurs, consultation with the Department shall be required and another focused survey may be required before project work can be reinitiated.

2.10 Burrowing Owl. If suitable habitat for burrowing owl is present on and/or adjacent to project activities, the Designated Biologist will complete surveys according to the Notification #1600-2016-0099-R2
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Staff Report on Burrowing Owl Mitigation (CDFG 2012) or updated version.

Surveys will be conducted on the project site and within 150 meters of areas that will be directly or indirectly impacted by the project, where feasible. Surveys shall not be conducted during inclement weather, when burrowing owls are typically less active and visible. If burrowing owls or evidence of burrowing owls (e.g., whitewash or pellets) are not observed during surveys, no additional mitigation is necessary. If the birds are present, then the area should be avoided.

2.10.1 Biological Monitor. If the Permittee does not conduct the surveys as outlined above, then the Designated Biologist shall conduct premaintenance surveys no more than three (3) days prior to the start of the work or any site preparation activities. If sign of owls is not evident, then the Designated Biologist must also be present onsite during work activities to ensure any potential burrows or perch sites where burrowing owl may be present are avoided. If it is evident that the burrows are actively being used, the Permittee shall not commence activities, but shall consult with the Department. After consultation, the Department may determine when activities can commence or if another action must be taken to minimize impacts to the species.

2.10.2 Exclusion Plan. If burrowing owl is present and cannot be avoided, the Permittee shall develop a Burrowing Owl Exclusion Plan (Plan) approved by the Department. The Plan shall include mitigation for the temporary and permanent loss of habitat as outlined in the Department’s current Burrowing Owl staff report to include permanent protection of mitigation land, a management plan, and endowment.

2.11 Swallow Inspection. Maintenance activities on bridges shall either occur outside of the swallow nesting period (February 1st through August 31st) or frequent inspection of the bridge for nesting activity shall begin by February 1st as outlined in the Bird Management and Monitoring Plan. If swallows begin colonizing the bridge prior to beginning bridge work, all nest precursors (mud placed by swallows for construction of nests) shall be washed down or scraped at least once daily until swallows cease trying to construct nests. Nests may only be removed if they are less than one-third (1/3) built. If the nest is greater than one-third (1/3) built, the Designated Biologist must inspect the nest to ensure no eggs or young are present. This activity shall not result in harm or death to swallows.

2.12 Western Spadefoot Toad. Within suitable habitat and where proposed maintenance activities may impact the toad, pre-commencement surveys shall be conducted to determine the presence of the western spadefoot toad. If the species is found in the area prior to project activities, they shall be relocated to a suitable habitat area outside of the project site by the Designated Biologist with all required permits. The results of the survey shall be sent to the Department within one week of survey completion. The Designated Biologist shall provide Permittee a list of exclusion measures that the Permittee shall use to minimize risk of take or injury to Notification #1600-2016-0099-R2
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any individual animals in the vicinity of the project site. The Permittee shall ensure that these exclusion measures are in place prior to project activities.

2.13 Rare Plant Surveys. If suitable habitat is present, survey(s) for Sanford’s arrowhead or other special-status plant species with the potential to be impacted by project activities shall be conducted in accordance with the Department’s “Guidelines for Assessing the Effects of Proposed Projects on Rare, Threatened, and Endangered Plants and Natural Communities (revised May 8, 2000).” If any special-status plant species are present and will be affected by the project, adequate avoidance measures shall be incorporated into the project. If specialstatus plant species cannot be avoided, suitable species-specific mitigation must be developed in consultation with Department, which may include a combination of on-site and off-site plant preservation and compensation measures.

2.13.1 Buffer Zones. Department recommends that a no-disturbance buffer zone should be maintained and marked to protect any special status plant populations. The no-disturbance buffer zone should be at least 25 feet wide. For any populations that cannot be avoided and a 25-foot buffer zone maintained, a mitigation plan should be submitted to and approved by Department prior to any ground disturbing activity or heavy equipment use.

2.14 Avoidance of Vernal Pools. Project activities will not be conducted within 250 feet of vernal pools unless it is determined that project activities are consistent with the Biological Opinion on Service Approval of the City of Roseville Open Space Preserve Overarching Management Plan (BO #81420-2008-F-1958-3).

2.15 Tricolored Blackbird or California Black Rail Habitat. Areas of emergent wetland vegetation (i.e., bulrush, cattails, etc.) and thickets of thorny vegetation (i.e., blackberry, thistle, etc.) will not be removed unless it is determined by the Designated Biologist that the area is not suitable habitat for tricolored blackbird or California black rail. If it is suitable habitat, project activities may only commence if the Department determines that project activities will not adversely affect these species.

2.16 Bats. The Designated Biologist will check for evidence of bats if project activities will be located in an area that has the potential to impact bat species. If bats are found, then the Department will be notified and consulted to determine if work may be conducted in that area.

2.16.1 Bat Protection - Bridges. Prior to work commencing at any bridge with the potential to support bat species, the bridge shall be surveyed for bats by the Designated Biologist. If bats are found, work on the bridge and other project activities in the vicinity shall cease. Bats shall not be disturbed without specific notice to and consultation with the Department. Department reserves the right provide additional provisions to this Agreement designed to protect nesting and/or roosting bats. This Notification #1600-2016-0099-R2
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would not apply to minor bridge washing, graffiti removal, or other work that would not impact bats.

2.16.2 Bat Protection - Culverts. Prior to project activities related to modifying culverts the site shall be surveyed for bats by the Designated Biologist. If bats are found, there shall be no further disturbance to the culvert until the Department has been consulted. The Department reserves the right to provide additional provisions to this Agreement designed to protect nesting and/or roosting bats.

Water Diversion

2.17 Water Diversion Plan. If flowing water is present or reasonably anticipated, the Permittee shall submit with the VRF for approval a detailed water diversion and/or dewatering plan to the Department. Dewatering structures may include the use of sand bag, Port-a-dams, water bladder dams, K-rails or driven sheet metal coffer dams. The Department will review the proposed water diversion method, to approve the plan or provide the requirements for that approval. The Permittee may not commence the diversion of water without the explicit approval from the Department.

2.18 Maintain Aquatic Life. When any dam or other artificial obstruction is being constructed, maintained, or placed in operation, Permittee shall allow sufficient water at all times to pass downstream to maintain aquatic life below the dam pursuant to FGC §5937.

2.19 Clean Obstruction Only. Any temporary dam or other artificial obstruction constructed by Permittee shall only be built from materials which will cause little or no siltation.

2.20 Non-Erodible Materials. Permittee shall use only clean non erodible materials in the construction of any water diversion device. All materials used for diversion of water shall be removed from the stream following completion of instream work each year.

2.21 Extra Sandbags. Permittee shall have extra sandbags readily available to provide additional freeboard to the diversion in the event it becomes evident flows may increase due to rainy conditions. The sandbag diversion may be removed completely only if the stream bank is stable and no undue erosion will occur.

2.22 Maintain Water Quality. Permittee shall divert flow in a manner that prevents turbidity, siltation, or pollution and provides flows to downstream reaches. Flows to downstream reaches shall be provided during all times that the natural flow would have supported aquatic life. Said flows shall be sufficient quality and quantity, and of appropriate temperature to support fish and other aquatic life both above and below the diversion.

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2.23 Restore Normal Flows. Permittee shall restore normal flows to the effected stream immediately upon completion of work at that location.

VEGETATION

2.24 Vegetation Removal. Removal of vegetation shall not exceed the minimum necessary to complete maintenance activities. All impact acreages shall be specified in each VRF and shall be subject to Department approval. If, over the life of the Agreement, the impacts exceed the acreages stated in Table 1, the Department may require additional mitigation. Removal of native vegetation shall not exceed an area of 0.05 acre per VRF project (i.e. 50-feet by 50-feet). For projects located at outfalls, culverts, bridges or similar structures, vegetation removal shall not exceed a total of 0.1 acre (0.05 acre upstream and 0.05 acre downstream of the structure). If larger areas of vegetation removal are needed, the Department will provide approval on a case-by-case basis and may require additional mitigation. When mitigation is required, it shall be implemented as described in Measure 3.1, 3.2, 3.3 or 3.4 of the Agreement.

2.24.1 Unless previously approved by the Department no native vegetation shall be removed if the vegetation meets the following criteria:
a) A trunk diameter at breast height (DBH) in excess of four (4) inches. b) Where native trees or woody riparian vegetation split into several trunks close to ground level, the DBH shall be measured for each trunk and calculated as one tree and shall not exceed six (6) inches. c) Riparian shrubs that grow vegetatively from underground shoots or in patches, contain 1 stem per square foot, and are greater than 50 square feet (i.e., willows).

2.25 Vegetation Control in Channels or on Banks. The Permittee may remove dead trees and dying trees to maintain channel capacity and prevent erosion. The Permittee may cut, mow or remove emergent native aquatic vegetation to the minimum degree necessary to maintain channel capacity. All vegetation control methods will be specified in the specific VRF and will be subject to Department approval on a case-by-case basis. All cleared native vegetation shall be removed out of the riparian and stream channel or chipped and evenly distributed on site.

Measure 2.26 must be followed for invasive species control.

2.25.1 The Permittee may prune tree branches up to 6-feet (72-inches) above the ground. Tree pruning may be higher than 6-feet when required for utility easements or public safety. Tree pruning higher than 6-feet will be approved by CDFW on a case-by-case basis during the VRF process.

When feasible, branches and limbs extending over the low flow channel shall not be pruned to avoid potential impacts to shaded riverine aquatic habitat.

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2.25.2 For native trees or woody riparian vegetation split into several trunks close to ground level, the Permittee may thin this vegetation leaving a minimum of 50% of the total mass of each individual plant.

2.25.3 Where riparian shrubs grow vegetatively from underground shoots or in patches (i.e. elderberry or willow), a shrub is defined as a cluster of stems growing less than 6-feet or approximately 2-meters apart from each other. Clusters that contain 1 stem per square foot and are area greater than 50-square feet shall be trimmed no closer than 3-inches above ground level.

2.26 Invasive Plant Management Plan. Permittee shall develop an Invasive Plant Management Plan focused on controlling or eradicating existing invasive plants within the project area and preventing the introduction of new nonnative and invasive plants into the project area. The Plan shall include a list of plant species targeted for control or eradication, a description of the methods that will be used for control or eradication, a list of BMPs to prevent the introduction and spread of invasive plant species into and out of the project area, and a rapid response plan in the event that a new plant species invades the project area. The Plan shall be implemented for the duration of the project. The removal and control of invasive plants may be used as mitigation for impacts associated with the Agreement per Measure 3.1, 3.2, and 3.3. In some cases, removal of non-native vegetation that provides valuable habitat may require mitigation (i.e., a nesting tree, suitable habitat for special-status species).

2.26.1 Herbicide Use. All herbicides, surfactants, and other pesticides utilized within or adjacent to the Department jurisdictional areas and other sensitive aquatic habitat areas shall be registered for aquatic use by the California Department of Pesticide Regulation (CDPR).

2.26.2 Red Sesbania. Removal of red sesbania (Sesbania punicea) should be done by mechanical removal from the root. Preferably removal should occur before seed pods are present. If not, seed pods must be cleaned from the site. Move all material away from the water and bundle.

Dispose all material at an approved facility. Methods may be adapted at the discretion of the Department.

Avoid/Minimize Effects of Equipment

2.27 Invasive Species. The Permittee shall conduct project activities in a manner that minimizes the risk of the introduction, transfer, and spread of aquatic, riparian, and terrestrial invasive species, including plants, animals, and microbes (e.g., algae, fungi, parasites, mussels, and bacteria), from one water body to another. All equipment (i.e, tools, vehicles, boots, etc.) shall be cleaned prior to entering the work site and/or between each use in different water bodies. Permittee shall notify the Department immediately if an invasive species not previously known to occur within the work site is discovered during work activities or annual inspections by Notification #1600-2016-0099-R2
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contacting the Department’s Invasive Species Program by email at [email protected].

2.28 Decontamination of Project Equipment. Permittee shall decontaminate all tools, waders and boots, and other equipment that will enter the water prior to entering the work area to avoid the introduction and transfer of organisms. Permittee shall decontaminate project gear and equipment utilizing one of three methods: drying, using a hot water soak, or freezing, as appropriate to the type of gear or equipment. For all methods, Permittee shall begin the decontamination process by thoroughly scrubbing equipment, paying close attention to small crevices such as boot laces, seams, net corners, etc., with a stiff-bristled brush to remove all organisms. To decontaminate by drying, Permittee shall allow equipment to dry thoroughly (i.e., until there is a complete absence of water), preferably in the sun, for a minimum of 48 hours. To decontaminate using a hot water soak, Permittee shall immerse equipment in 140 degrees Fahrenheit or hotter water and soak for a minimum of 5 minutes. To decontaminate by freezing, Permittee shall place equipment in a freezer 32 degrees Fahrenheit or colder for a minimum of eight (8) hours. Repeat decontamination is required only if the equipment/clothing is removed from the site, used within a different waterbody, and returned to the project site.

2.29 Decontamination Sites. Permittee shall perform decontamination of vehicles, watercraft, and other project gear and equipment in a suitable location (i.e. City Corporation Yard) where runoff can be contained and not allowed to pass into Department jurisdictional areas and other sensitive habitat areas.

2.30 No Heavy Equipment in Stream. No heavy equipment shall operate in the portion of the stream bed where flowing water is present or anticipated during the term of this Agreement.

2.31 Minimize Vehicle Parking. Vehicles may enter and exit the work area as necessary for project activities, but may not be parked overnight within ten (10) feet of the drip line of any trees; nor shall vehicles be parked where mechanical fluid leaks may potentially enter the waters of the state.

2.32 Building Material Storage. Project building material and/or construction equipment shall not be placed where materials could pass into the waters of the state or where they may cover aquatic or riparian vegetation.

2.33 Spoil sites. Spoil sites shall not be located within a stream, where spoils may be washed back into a stream, or where it may cover aquatic or riparian vegetation.

2.34 Operating Equipment and Vehicle Leaks. Any equipment or vehicles driven and/or operated within or adjacent to the stream shall be checked and maintained daily to prevent leaks of materials that could be deleterious to aquatic and terrestrial life or riparian habitat.

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2.35 Stationary Equipment Leaks. Stationary equipment such as motors, pumps, generators, and welders, located within or adjacent to the stream shall be positioned over drip pans or other secondary containment. Stationary heavy equipment shall have suitable containment to handle a catastrophic spill/leak.

2.36 Equipment Maintenance and Fueling. No equipment maintenance or fueling shall be done within or near any stream channel or lake margin where petroleum products or other pollutants from the equipment may enter these areas.

2.37 Cease Operations. If, in the opinion of the Department, conditions arise, or change in such a manner that the project may result in substantial adverse effects on fish or wildlife resources despite the protective measures in this Agreement, maintenance activities shall cease upon written or verbal request of the Department. Maintenance activities under this Agreement may not recommence until corrective measures identified by the Department are completed. The Department will notify the Permittee in writing within 10 business days following the cease operation order of the corrective actions that must be completed before maintenance activities under this Agreement can recommence.

Erosion Control/Stabilization

2.38 Best Management Practices. The Permittee shall actively implement BMPs to prevent erosion and the discharge of sediment in to streams and lakes during project activities. BMPs shall be monitored daily and repaired if necessary to ensure maximum erosion and sediment control. If used, all fiber rolls, straw waddles, and/or hay bales utilized within and adjacent to the project site shall be free of nonnative plant materials or sterile to avoid propagation of nonnative plants.

Fiber rolls or erosion control mesh shall be made of loose-weave mesh that is not fused at the intersections of the weave, such as jute, or coconut (coir) fiber, or other products without welded weaves. Non-welded weaves reduce entanglement risks to wildlife by allowing animals to push through the weave, which expands when spread. Products with plastic monofilament or cross joints in the netting that are bound/stitched (such as found in some straw wattles/fiber rolls and some erosion control blankets) which may cause entrapment of wildlife, shall not be allowed.

2.39 Erosion Control Monitoring. Permittee or Designated Representative shall monitor erosion control measures during and after each storm event and repair and/or replace ineffective measures immediately.

2.40 Erosion Control Measures. Permittee shall utilize erosion control measures throughout all phases of operation where sediment runoff from exposed slopes threatens to enter a river, stream, or lake. Erosion control measures shall be preapproved by the Department.

2.41 Mud, Silt and Other Pollutants. Permittee shall prevent water containing mud, silt or other pollutants from grading, aggregate washing, equipment washing, or other Notification #1600-2016-0099-R2
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activities to enter a lake or stream or to be place in locations that may be subjected to high storm flows.

2.42 Silt Laden Runoff. At no time shall silt laden runoff be allowed to enter the stream or directed to where it may enter the stream. Erosion control measures, such as, silt fences, straw hay bales, gravel or rock lined ditches, water check bars, and broadcasted straw shall be used where ever silt laden water has the potential to leave the work site and enter the creek.

2.43 Maintain Sediment Barriers. Permittee shall maintain the sediment barrier(s) in good operating condition throughout the construction period and the following rainy season. Maintenance includes, but is not limited to, removal of accumulated silt and/or replacement of damaged silt fencing, coir logs, coir rolls, and/or straw bale dikes. If the sediment barrier fails to retain sediment, Permittee shall employ corrective measures, and the Department notified, immediately. Materials used in the sediment barriers shall not pose an entanglement risk to fish/wildlife.

2.44 Removal of Silt from Barriers. Permittee shall remove silt collected around the silt barriers on an as needed basis to prevent silty/turbid water from flowing around the silt barriers during storm events. Silt barriers which trap sediment shall be removed upon completion of maintenance activities and after all flowing water is cleared of turbidity in a manner that will not introduce silt to the stream. The stream shall then be restored to a clean and natural condition.

2.44.1 Removal of Barriers. The Permittee is responsible for the removal of non-biodegradable silt barriers (such as plastic silt fencing) after the disturbed areas have been stabilized with erosion control vegetation (usually after the first growing season).

2.45 Stream Materials. Rock, gravel, and/or other materials shall not be imported to, taken from or moved within the bed or banks of the stream except as otherwise addressed in this Agreement.

2.46 Seeding Requirement. Permittee shall restore all exposed/disturbed areas and access points within the work area by seeding with a mix of native regionally appropriate grasses and forbs and, if necessary, a sterile grass cover crop unless otherwise agreed upon with the Department. Seed mix shall be pre-approved by the Department.

2.47 Bank Stabilization. Permittee shall construct bank stabilization with suitable nonerodible materials that will withstand wash out. The bank stabilization material shall extend above the normal high-water mark. Only clean material such as, rock riprap that is free of trash, debris and deleterious material shall be used as bank stabilization. Asphalt shall not be considered an acceptable material.

2.48 Stabilize Exposed Areas. Permittee shall stabilize all exposed/disturbed areas within the project site to the greatest extent possible. Techniques used for Notification #1600-2016-0099-R2
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stabilization shall be pre-approved by the Department or by seeding as described in Condition 2.46 to 2.47. Products with plastic monofilament or cross joints in the netting that are bound/stitched (such as found in some straw wattles/fiber rolls and some erosion control blankets) which may cause entrapment of wildlife, shall not be allowed.

2.49 Minimize Turbidity and Siltation. Permittee shall take precautions to minimize turbidity/siltation during construction and post-construction periods. Precautions shall include, but are not limited to: pre-construction planning to identify site specific turbidity and siltation minimization measures and best management erosion control practices; best management erosion control practices during project activity; and settling, filtering, or otherwise treating silty and turbid water prior to discharge into a stream or storm drain.

2.50 Return Low-Flow Channel to Pre-project Conditions. If a stream channel has been altered during the operations, Permittee shall return its low-flow channel, as nearly as possible, to pre project conditions without creating a possible future bank erosion problem or a flat wide channel or sluice like area. Permittee shall return the gradient of the streambed margin to pre project grade unless such operation is part of a restoration project, in which case, the change in grade shall be approved by the Department prior to project commencement.

Debris Materials and Waste

2.51 Hazardous Materials. Debris, soil, silt, bark, rubbish, creosote-treated wood, raw cement/concrete or washings thereof, asphalt, paint or other coating material, oil or other petroleum products, or any other substances which could be hazardous to aquatic life, shall not be stored where it could be washed back into the channel or where it will cover aquatic or riparian vegetation. Equipment shall be stored in areas where any possible contamination from the equipment would not flow or be washed back into the channel. All debris shall be disposed of properly. BMPs shall be employed to accomplish these requirements.

2.52 Pollution and Litter. Permittee shall comply with all litter and pollution laws. All contractors, subcontractors, and employees shall also obey these laws and it shall be the responsibility of Permittee to ensure compliance.

2.52.1 Permittee shall not allow water containing mud, silt, or other pollutants from grading, aggregate washing, or other activities to enter a lake, streambed, or flowing stream or be placed in locations that may be subjected to high storm flows.

2.52.2 The Permittee or its contractors shall not dump any litter or construction debris within the riparian/stream zone. All such debris and waste shall be removed from the worksite daily and properly disposed of at an appropriate disposal site.

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2.52.3 Spoil sites shall not be located within a lake, streambed, or flowing stream or locations that may be subjected to high storm flows, where spoil shall be washed back into a lake, streambed, or flowing stream where it will impact streambed habitat and aquatic or riparian vegetation.

2.52.4 Raw cement/concrete or washings thereof, asphalt, paint, or other coating material, oil or other petroleum products, or any other substances which could be hazardous to fish and wildlife resources resulting from project related activities shall be prevented from contaminating the soil and/or entering the waters of the State. These materials, placed within or where they may enter a lake, streambed, or flowing stream by Permittee or any party working under contract or with the permission of Permittee, shall be removed immediately.

2.52.5 No broken concrete, cement, debris, soil, silt, sand, bark, slash, sawdust, rubbish, or washings thereof, oil or petroleum products, or other organic or earthen material from any construction or associated activity of whatever nature shall be allowed to enter into or be placed where it may be washed by rainfall or runoff into waters of the State.

When operations are completed, any excess materials or debris shall be removed from the work area. No rubbish shall be deposited within 100 feet of the high water mark of any lake, streambed, or flowing stream.

2.52.6 No equipment maintenance or fueling shall be done within or near any lake, streambed, or flowing stream where petroleum products or other pollutants from the equipment may enter these areas under any flow.

3. Compensatory Measures
To compensate for adverse impacts to fish and wildlife resources identified above that cannot be avoided or minimized, Permittee shall implement each measure listed below.

3.1 Compensatory Mitigation. Permittee shall mitigate for temporary and Permanent Impacts as described below following the methodologies described in the HMMP listed in Measure 3.2 of this Agreement.

3.1.1 Temporary impacts to habitat under Department jurisdiction will be mitigated at a 0.5:1 ratio for habitat creation/restoration or 1:1 for habitat enhancements. This is in addition to onsite regeneration or restoration.

3.1.2 Permanent impacts to previously disturbed and/or armored watercourses under Department jurisdiction will be mitigated at a 1:1 ratio for habitat creation and 2:1 for habitat enhancements or purchase of mitigation credits in a Department-approved mitigation bank. Previously disturbed and/or armored watercourses include those with no woody vegetation and may either be man-made or manipulated (i.e., gunnited, rip-rap, etc.).

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3.1.3 Permanent impacts to vegetated channels or undisturbed watercourses (i.e., intermittent or ephemeral drainages) will be mitigated at a 2:1 ratio for habitat creation and 3:1 for habitat enhancements or purchase of mitigation credits in a Department-approved mitigation bank.

3.1.4 Permanent impacts to riparian forest (i.e., stream with trees and/or shrubs, typically has multiple canopy layers) will be mitigated at a 6:1 ratio for habitat creation and 10:1 for habitat enhancements or purchase of mitigation credits in a Department-approved mitigation bank.

3.2 Habitat Mitigation and Monitoring Plan (HMMP). No later than 180 days after the execution of this Agreement, the Permittee shall submit to the Department for review and approval an HMMP that identifies potential mitigation options to be implemented if determined that mitigation will be required per Measure 3.1 of this Agreement. At a minimum, the HMMP shall include habitat creation and/or habitat enhancements activities; and/or mitigation bank credits purchase information. The proposed mitigation should be sufficient to fully offset the permanent and Temporary Impacts specified in Table 1. If impacts exceed those listed in Table 1, additional mitigation should be provided. Habitat enhancement may include removal of invasive species and replacement with native riparian plantings. Habitat creation or restoration must include the expansion of riparian, wetland, or stream channel habitat.

The HMMP shall also include the following information if applicable to the mitigation option selected by the Permittee:
a. A description of the existing physical conditions of the proposed creation and/or restoration site, including water resources and habitat types, and a map that identifies the location of the site;
b. Information pertaining to the ownership and current use of the proposed site including any easements or other restrictions;
c. A plan for the preparation of the restoration site, including the removal of nonnative plant species, non-wetland/riparian plant species; d. A local regional California native plant palette;
e. A planting plan which includes use of a local California native plant palette and describes monitoring and maintenance measures;
f. A timeline for implementation;
g. A description of how and how long the replanted vegetation will be watered; h. A monitoring and management plan, that includes procedures to ensure that non-native plants are not introduced or allowed to sustain within the site.

Monitoring and management of the restoration site shall be conducted for a Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

minimum of three years, or until the Department determines the success criteria have been met;
i. Overall success criteria; and
j. Contingency measures for replanting and plan re-design, in case the success criteria are not met.

3.3 Invasive Species Removal Plan. The Permittee shall develop an invasive species removal plan that will include 1) a description of the existing physical conditions of the site 2) methods of removal, and 3) monitoring and management plan that includes procedures to ensure successful removal of targeted invasive species.

The Invasive Species Removal Plan may be a component of the HMMP or it may be developed for a specific project site under a VRF.

3.4 Onsite Re-vegetation and Restoration. In areas where Temporary Impacts resulting from project activities occur, Permittee shall submit a site Restoration Plan, prepared by a qualified engineer, geologist, or stream restoration specialist, to the Department for review and written approval. The Restoration Plan shall ensure recovery or enhancement of stream form, and fish and wildlife resource values. The re-vegetation plan shall include a plant palette of species to be used in re-vegetation, Re-vegetation success criteria, performance standards, monitoring and reporting programs, and corrective actions to be taken when mitigation measures do not meet the proposed targets. At least thirty (30) days prior to the commencement of the restoration activities, the Permittee shall submit the Restoration Plan to the Department for review and written approval.

The Restoration Plan shall include performance standards, monitoring and reporting programs, and corrective actions to be taken when mitigation measures do not meet the proposed targets.
a. Native Plant Materials Required. Revegetation shall include only local plant materials native to the project area, unless otherwise approved by the Department in writing.
b. Native Genotype. Disturbed areas shall be revegetated with regionally appropriate native species. Species list composition should match habitat surrounding the restoration area and should be approved by CDFW prior to restoration. The preference is for disturbed areas to be revegetated only with propagules (seeds, cuttings, divisions) of locally-collected native plants. Disturbed areas shall be protected with correctly installed erosion control materials (jute, native straw, coconut fiber erosion control fabric, coir logs, or seed-free straw).
c. Prohibited Plant Species. Permittee shall not plant, seed or otherwise introduce invasive exotic plant species. Prohibited exotic plant species include those identified in the California Exotic Pest Plant Council's database, which is accessible at: http://www.cal-ipc.org.

Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

d. Revegetation Success Criteria. Permittee shall monitor and maintain, as necessary, all plants for three (3) years or until success criteria are met (whichever is longer) to ensure successful revegetation. Success criteria and performance standards will be included in the HMMP. e. Revegetation Remediation. If revegetation survival and/or cover requirements do not meet established goals, Permittee is responsible for replacement planting, additional watering, weeding, invasive exotic eradication, or any other practice, to achieve these requirements.

Replacement plants shall be monitored with the same survival and growth requirements for three (3) years after planting.

4. Reporting Measures
Permittee shall meet each reporting requirement described below. When submitting each reporting requirement, refer to Notification No. 1600-2016-0099-R2. Submit each report as instructed in Contact Information section, e-mail submittal is preferred. If the Permittee fails to provide timely status reports as required by this Agreement, the Department may suspend or revoke the Agreement.

4.1 Pre-work Notification. The Permittee shall notify the Department within two (2) working days of beginning work as approved by each VRF.

4.2 Annual Report. For each year this Agreement is valid, the Permittee shall submit to the Department by March 1st of the following year, an annual report detailing the status of the work authorized by this Agreement. The annual report shall include:
a) An accounting of the total number of routine maintenance projects undertaken by the Permittee during the prior calendar year (which should equal the total number of VRF’s submitted to the Department). b) A summary of the work completed during the previous calendar year, including the status of any required restoration (survival, percent cover, and height of both tree and shrub species, number by species of plants replaced, an overview of the re-vegetation effort, and the method used to assess these parameters shall also be included), compensatory mitigation and/or monitoring.
c) Prior to starting and upon completion of project activities as approved by each VRF, the project area shall be digitally photographed.

Photographs shall be submitted to the Department as an attachment to each annual report with proper labels detailing the location, project, and whether pre- or post- maintenance activity.

The Department shall review the annual report, and may conduct onsite inspections to confirm Permittee is in compliance with the Agreement and that the measures in the Agreement continue to protect fish and wildlife resources. Annual reports will include the total area temporarily and Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

permanently impacted during routine maintenance for the purpose of calculating mitigation requirements and will also specify which of the mitigation alternatives has been selected to mitigate for those impacts.

4.3 Restoration Annual Monitoring. Permittee shall submit an annual monitoring report to the Department by January 1st of each year for three (3) years after completion of the restoration project. The report shall discuss the mitigation performance as it relates to the success criteria established for the restoration project. The report shall include the success of natural revegetation establishment, survival, percent cover, and height of both tree and shrub species.

The number by species of plants replaced (if applicable), an overview of the revegetation effort, and the method used to assess these parameters shall also be included. The report shall include photos from designated photo stations and other relevant information including: a summary of invasive species control, methods used to remove non-native plants, and a list of wildlife observed on site.

All revegetation efforts that fail within the three-year monitoring period shall be replaced by October 1st of the year it was determined to have failed.

4.4 Status Report. The Permittee shall provide a status report to the Department every four (4) years from the effective date of this Agreement, as required in FGC section 1605(g)(2). The status report shall be delivered to the Department no later than ninety (90) days prior to the end of each four-year period and shall include all of the following information:
a. The status of the activities covered by this Agreement, including whether the activities remain the same or have been altered by an amendment. b. A status report with all the mitigation and restoration activities performed pursuant to conditions 3.1 and 3.3 of this Agreement.
c. An evaluation of the success or failure of the measures in the Agreement to protect fish and wildlife resources that the activity may substantially adversely affect.
d. A discussion of any factors that could increase the predicted adverse impacts on fish and wildlife resources, and a description of the resources that may be adversely affected.
e. A copy of the original Agreement.

The Department shall review the four-year status report, and may conduct onsite inspections to confirm Permittee is in compliance with the Agreement and that the measures in the Agreement continue to protect fish and wildlife resources. If the Department determines that the measures in the Agreement no longer protect the fish and wildlife resources, the Department, in consultation with the Permittee, and within 60 days of receipt of the report, shall impose one or more new measures to protect fish and wildlife resources affected by the activity. If requested to do so by the Permittee, the Department shall make available the Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

information upon which it determined the Agreement no longer protects the affected fish and wildlife resources.

If the Permittee disagrees with one or more of the measures, within thirty (30) days of receiving the new measures, it shall notify the Department, in writing, of the disagreement. The Permittee and the Department shall consult regarding the disagreement. The consultation shall be completed within thirty (30) days after the Department receives the Permittee’s notice of disagreement. If the Department and Permittee fail to reach agreement, the Permittee may request, in writing, the appointment of a panel of arbitrators to resolve the disagreement. Per the provisions of FGC section 1603 (b), the panel of arbitrators shall be established and appointed within fourteen days of the completed consultation.

The panel of arbitrators shall issue a decision within fourteen days of the date it was established.

5. FEES
The per-project fee associated with each VRF submitted to the Department under this Agreement is identified in the Department’s current LSA fee schedule as a “project fee” for a Routine Maintenance Agreement. See the Department’s website for a current fee schedule: https://www.wildlife.ca.gov/Conservation/LSA/Forms.

The billing cycle for routine maintenance projects associated with this Agreement, shall be based on the calendar year and will be due to the Department as follows:

5.1 For each year this Agreement is valid, the Permittee shall provide to the Department by March 1st of the following year, a lump sum payment equal to the sum of all individual per project fees for each VRF submitted to the Department during the prior year (January 1 – December 31).

5.2 If the Permittee is unable to provide a lump sum payment as described in Section

4.1 of this Agreement, the Permittee may provide ongoing payment to the Department upon completing the work as described in each VRF.

CONTACT INFORMATION
Any communication that Permittee or the Department submits to the other shall be in writing and any communication or documentation shall be delivered to the address below by U.S. mail, fax, or email, or to such other address as Permittee or the Department specifies by written notice to the other.

The Permittee shall send all VRF submittals to the person(s) specified by the Department, electronic submission is preferred. The Department and the Permittee shall update the distribution list as needed, modify the revision date accordingly, and provide each other with a copy of the most current list. All correspondence shall include the Notification tracking number.

Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

To Permittee:

Rob Jensen, City Manager
City of Roseville
311 Vernon Street
Roseville CA 95678
Phone: 916-774-5362
Email: [email protected]
Contact
Mark Morse, Environmental Coordinator
311 Vernon Street
Roseville CA 95678
Phone: 916-774-5499
Email: [email protected]
-ORBrian Castelluccio, Open Space Superintendent
Parks, Recreation and Libraries Department
311 Vernon Street
Roseville, CA 95678
Phone: (916) 746-1755
Email: [email protected]
To The Department:

California Department of Fish and Wildlife
1701 Nimbus Road
Rancho Cordova, CA 95670
Attn: Lake and Streambed Alteration Program
Notification #1600-2016-0099-R2
Phone: 916-358-2885
Fax: 916-358-2912
Email: [email protected]

LIABILITY
Permittee shall be solely liable for any violations of the Agreement, whether committed by Permittee or any person acting on behalf of Permittee, including its officers, employees, representatives, agents or contractors and subcontractors, to complete the project or any activity related to it that the Agreement authorizes.

Notification #1600-2016-0099-R2
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Streambed Alteration Agreement

This Agreement does not constitute the Department’s endorsement of, or require Permittee to proceed with the project. The decision to proceed with the project is the Permittee’s alone.

SUSPENSION AND REVOCATION
The Department may suspend or revoke in its entirety the Agreement if it determines that Permittee or any person acting on behalf of Permittee, including its officers, employees, representatives, agents, or contractors and subcontractors, is not in compliance with the Agreement.

Before the Department suspends or revokes the Agreement, it shall provide Permittee written notice by certified or registered mail that it intends to suspend or revoke. The notice shall state the reason(s) for the proposed suspension or revocation, provide Permittee an opportunity to correct any deficiency before the Department suspends or revokes the Agreement, and include instructions to Permittee, if necessary, including but not limited to a directive to immediately cease the specific activity or activities that caused the Department to issue the notice.

ENFORCEMENT
Nothing in the Agreement precludes the Department from pursuing an enforcement action against Permittee instead of, or in addition to, suspending or revoking the Agreement.

Nothing in the Agreement limits or otherwise affects the Department's enforcement authority or that of its enforcement personnel.

OTHER LEGAL OBLIGATIONS
This Agreement does not relieve Permittee or any person acting on behalf of Permittee, including its officers, employees, representatives, agents, or contractors and subcontractors, from obtaining any other permits or authorizations that might be required under other federal, State, or local laws or regulations before beginning the project or an activity related to it.

This Agreement does not relieve Permittee or any person acting on behalf of Permittee, including its officers, employees, representatives, agents, or contractors and subcontractors, from complying with other applicable statutes in the FGC including, but not limited to, FGC Sections 2050 et seq. (threatened and endangered species), 3503 (bird nests and eggs), 3503.5 (birds of prey), 5650 (water pollution), 5652 (refuse disposal into water), 5901 (fish passage), 5937 (sufficient water for fish), and 5948 (obstruction of stream).

Notification #1600-2016-0099-R2
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Streambed Alteration Agreement

Nothing in the Agreement authorizes Permittee or any person acting on behalf of Permittee, including its officers, employees, representatives, agents, or contractors and subcontractors, to trespass.

AMENDMENT
The Department may amend the Agreement at any time during its term if the Department determines the amendment is necessary to protect an existing fish or wildlife resource.

Permittee may amend the Agreement at any time during its term, provided the amendment is mutually agreed to in writing by the Department and Permittee. To request an amendment, Permittee shall submit to the Department a completed “Request to Amend Lake or Streambed Alteration” form and include with the completed form payment of the corresponding amendment fee identified in the Department’s current fee schedule (see California Code of Regulations, Title 14, Section 699.5).

TRANSFER AND ASSIGNMENT
This Agreement may not be transferred or assigned to another entity, and any purported transfer or assignment of the Agreement to another entity shall not be valid or effective, unless the transfer or assignment is requested by Permittee in writing, as specified below, and thereafter the Department approves the transfer or assignment in writing.

The transfer or assignment of the Agreement to another entity shall constitute a minor amendment, and therefore to request a transfer or assignment, Permittee shall submit to the Department a completed “Request to Amend Lake or Streambed Alteration” form and include with the completed form payment of the minor amendment fee identified in the Department’s current fee schedule (see California Code of Regulations, Title 14, Section 699.5).

EXTENSIONS
In accordance with FGC Section 1605(b), Permittee may request one extension of the Agreement, provided the request is made prior to the expiration of the Agreement’s term. To request an extension, Permittee shall submit to the Department a completed “Request to Extend Lake or Streambed Alteration” form and include with the completed form payment of the extension fee identified in the Department’s current fee schedule (see California Code of Regulations, Title 14, Section 699.5). The Department shall process the extension request in accordance with FGC Section 1605(b) through (e).

If Permittee fails to submit a request to extend the Agreement prior to its expiration, Permittee must submit a new notification and notification fee before beginning or continuing the project the Agreement covers per FGC Section 1605(f).

Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

EFFECTIVE DATE
The Agreement becomes effective on the date of the Department’s signature, which shall be: 1) after Permittee’s signature; 2) after the Department complies with all applicable requirements under the California Environmental Quality Act (CEQA); and 3) after payment of the applicable FGC Section 711.4 filing fee listed at http://www.wildife.ca.gov/habcon/ceqa/ceqa_changes.html.

TERM
This Agreement shall expire twelve (12) years from the date signed by the Department, unless it is terminated or extended before then. All provisions in the Agreement shall remain in force throughout its term. Permittee shall remain responsible for implementing any provisions specified herein to protect fish and wildlife resources after the Agreement expires or is terminated, as FGC Section 1605(a) (2) requires.

EXHIBITS
The documents listed below are included as exhibits to the Agreement and incorporated herein by reference.

Exhibit A Figure 1 – Project Vicinity
Figure 2 – Project Location
Figure 3 – Project Area (17 pages)
Exhibit B Verification Request Form (VRF) for this Agreement

Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

Exhibit A - Figure 1 – Project Vicinity
Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

Exhibit A - Figure 2 – Project Location
Notification #1600-2016-0099-R2
City of Roseville
Streambed Alteration Agreement

Exhibit A - Figure 3 – Project Area (18 pages)

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Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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S Brewer Rd
Pettigrew Rd
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Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
Matchline - See Page 2
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Pettigrew Rd
Philip Rd
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Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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Fiddyment Rd
Phillip Rd
Blue Oaks Blvd
Timberrose Way
Del Webb Blvd
Whistlestop Way
Buckskin Ln
Rosestone Ln
Curnan Way
Northpark Dr
Stagecoach Cir Hayride Ln
Early Way
Northstar Ln
Cope Ridge Way
Tail Race Dr
Council Rock Rd
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Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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ST65
ST65
Industrial Ave
Blue Oaks Blvd
Foothills Blvd
Washington Blvd
Sunset Blvd
Woodcreek Oaks Blvd
Blue Oaks Blvd
Lonetree Blvd
Fairway Dr
Nichols Dr
W Oaks Blvd
Niblick Dr
Northpark Dr
Big Bear Dr
Redwood Dr
Sandhill Dr
Cincinnati Ave
Brant Way
Parkside Way
Duluth Ave
Tinker Rd
Foothills Blvd
Farridge Dr
Albatross Way
Bent Tree Dr Hopscotch Way
Cormorant Cir
Prairie Woods Way
Kodiak Way
Alantown Dr
Mckinley St
Macero St
Box Canyon Way
Tanager Way
Magnolia Way
Olympic Cir
Eagle Wind Dr
Park City Ct
Fairway Dr
Parkside Way
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Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
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Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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ST65
ST65
Sunset Blvd
Pacific St
5Th St
Whitney Blvd
Midas Ave
Argonaut Ave
Rocklin Rd
Stanford Ranch Rd
3Rd St
Blue Oaks Blvd
Whitney Blvd
Sunset Blvd
Pacific St
Stanford Ranch Rd
Park Dr
Midas Ave
3Rd St
4Th St
2Nd St
Grove St
Fairway Dr
Argonaut Ave
Par Pl
Topaz Ave
Crest Dr
Stanford Ranch Rd
Cedar St
Yankee Hill Rd
Terrace Dr
Front St
Pine St
High St
Summit Dr
Arnold Dr
Oak St
B St
N Star St
Cobblestone Dr
Bluffs Dr
Balfor Rd
Outlook Dr
Sweetwater Dr
Little Rock Rd
Stoney Rd
Parkside Dr
Spahn Ranch Rd
Strand Rd
Rocklin Rd
Village Oaks Dr
Winding Ln
Farron St
S Grove St
Humboldt Dr
Meyers St
Ford Rd
Mountain View Dr
Cameo Dr
Pebble Creek Dr
Casa Grande Ave
Eagle Dr
Railroad Ave
Paragon St
Emerald Dr
Butano Way
Clover Valley Rd
Marlee Way
Cook St
Creekside Dr
Rawhide Rd
Avon Rd
Adobe Rd
Canary Dr
Stardust St
Silver St
Parker St
Turquoise Dr
Bunker Dr
Flamingo Way
Onyx Dr
Amber Falls Dr
Parkview Ln
Collet Quarry Dr
Sand St
Milburn St
C St
E Midas Ave
River Run Cir
Antelope Way
Miners Cir
Surfbird Ln
Baltic Cir
Portola Cir
Koberlein Rd
Frost Ridge Way
Hannah Way
Meadow Way
Mission Way
Plumbago Pl
Maple St Rio Ct
Ruby Ct
Butte View Ct
Odessa Ct
Chelsea Pl
Nevada St
Comstock Ct
Hendry Cir
Lodestar St
Solitude Ct
Emerson St
Powder Pass Dr
Chester Ln
Bush St
Singletree Ct
Avila Ct
Ascension St
Butte Cir
Wisp Ct
Gold Cir
Ronnie Ct
Kokila Ct
Rill Ct
Shaw Ct
Paragon Ct
Moonstone Dr
Mesa Ct
Glen Ct
Preston Cir
Mill St
Oakmont St
Lava Ct
Pecan Ct
Tems Ct
Misty Hollow Ct
Birdie Ct
Slate Ct
Agate Way
Rye Ct
Alpine Ct
Lapis Ct
Fieldcrest Ct
Lemon Hill Dr
Topaz Ct
Cobalt Ct
Lara Ct
2Nd St
Farron St
Fairway Dr
C St
Ronnie Ct
Park Dr
Fairway Dr
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Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
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Potential Restoration Projects
FIGURE 3

Project Area
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City of Roseville, Placer County, California
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Fiddyment Rd
Pleasant Grove Blvd
Woodcreek Oaks Blvd
Phillip Rd
Del Webb Blvd Sun City Blvd
Woodcreek Oaks Blvd
Timberrose Way
Canevari Dr
Lost Lake Ln
Horncastle Ave
Dickinson Dr
Ludlow Dr
Green Grove Ln
Pineschi Pl
Buckskin Ln
Krpan Dr
Whistlestop Way
Goose Meadows Way
Steinbeck Dr
Lyne Bay Dr
Rose Garden Ln
Zinnia Way
Danielle Dr Sunningdale Dr
Gilleland Dr
Firefly Green Ln
AVE Alvarado
Liverpool Ln
CALLE Las Casas
AVE Martina
AVE Camisa
Marblethorpe Dr
Bauser Ave
Timberlodge Ln
Curnan Way
Goldfield Way
Michener Dr
Cottage Ln
VIA Riata
Halesworth Dr
Frontier Ln
Ainsdale Dr
Sylvan Glen Ln
Robinson Dr
Longfellow Cir
Fergus Dr
Whisperlodge Way
Delta Breeze Ct
Voltaire Dr
Rose Creek Rd
Dream Inn Ln
Jonquil Dr
Red Willow Ln
Wild Oat Way
Napa Loop
Plum Canyon Ln
CALLE Campana
Shadylane Way
Clearview Way
Delta Breeze Ln
Alyssum Way
Washoe Ct
Enchanted Cir
Hinckley Ct
Carlina Ct
Heller Ct
Savannah Ct
Del Webb Blvd
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V:\2252_Roseville_RMA_ConsultingServices\F3_ProjectArea.mxd Source: ESRI DigitalGlobe; Dokken Engineering 9/22/2016; Created By:scotts City Boundary
Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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Matchline - See Page 6
Matchline - See Page 13
Matchline - See Page 5
Matchline - See Page 8
Matchline - See Page 10
ST65
Foothills Blvd
Pleasant Grove Blvd
Roseville Pky
Washington Blvd
Industrial Ave
All American City Blvd
Pleasant Grove Blvd
Fairway Dr
Trehowell Dr
Gibson Dr
Hallissey Dr
Diamond Oaks Rd
Laporte Dr
Heritage Dr
Beckett Dr
Anacapa Dr
Trestle Rd
Grider Dr
Galilee Rd
Galleria Cir
Krpan Dr
Pleasant Grove Blvd
Bel Air Ln
Misty Wood Dr
Park Dr
Derek Pl
S Bluff Dr Reserve Dr
Alden Way
Crescent Dr
Nicklaus Cir
Old Hwy 65
Long Creek Way
Country Club Dr
Cascade Dr
Manhattan Dr
Yale Dr
Pioneer Rd
Avila Dr
Gingerhill Ct
Fleming Dr
Blue Ln
Shasta St
Heredia Dr
Hancock Dr
Jennifer Cir
Ainsdale Dr
Sinclair Way
Linfield Dr
Brennen Cir
Valleywood Dr
Firestone Dr
Oak Grove Dr
Winslow Dr
Valley Glen Dr
Caldarella Cir
Mcmindes Dr
Bettencourt Dr
Murray Way
Brook Park Way
Hawthorne Loop
Belvedere Cir
Treecrest Ct
Morgan Way
Katherine Pl
Kipling Ct
Cypress Ln
Bridgeway Ct
Farmington Cir
Shire Ct
Sherbourg Dr
Chantilly Ct
Laurel Dr
Melville Ct
Camelot Ct
Rigby Ct
Ironwood Cir
Cicero Ct
Norfolk Ct
Alcott Ct
Cody Ct
Tenby Ct
Legacy Ct
White Birch Ct
Fairway Dr
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V:\2252_Roseville_RMA_ConsultingServices\F3_ProjectArea.mxd Source: ESRI DigitalGlobe; Dokken Engineering 9/22/2016; Created By:scotts City Boundary
Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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Matchline - See Page 14
Matchline - See Page 6
Matchline - See Page 9 Matchline - See Page 13
ST ¨¦§80
65 Pacific St
Taylor Rd
Galleria Blvd
Springview Dr
Sierra College Blvd
Sunset Blvd
S Whitney Blvd
Roseville Pky
Stanford Ranch Rd Galleria Blvd
Secret Ravine Dr
China Garden Rd
Five Star Blvd
Rainier Ave
Greenbrae Rd
E Roseville Pky
Woodside Dr
Fairway Dr
Roseville Pky
Pinnacles Dr
Antelope Creek Dr
Tenbury Ln
Destiny Dr
Aguilar Rd
Lincoln Ave
Galleria Cir
Scarborough Dr
Westwood Dr
Ruhkala Rd
Onyx Dr
Longview Dr Hidden Valley Pl
Lost Ave
Tadworth Way
Hickory Way
Echo Ridge Rd
Foothill Rd
Bryce Way
Merrywood Dr
Willard Way
Rustic Hills Dr
Sunset Blvd
Kingwood Cir
Willowynd Dr
S Grove St
Camborne Way
Allan Dr
Private Rd
Winding Ln
Evelyn Ave
Hemlock Way
Keller Ct
Baywood Rd
Kannasto St
Cone Ct
Oakridge St
Inyo Ct
Stonehouse Ct
Corona Cir
Bridal Veil Dr
Meadowdale Ct
Doheny Ct
Rippling Way
Allan Ct
Sequoia Ct
E Roseville Pky
Roseville Pky
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V:\2252_Roseville_RMA_ConsultingServices\F3_ProjectArea.mxd Source: ESRI DigitalGlobe; Dokken Engineering 9/22/2016; Created By:scotts City Boundary
Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
Matchline - See Page 7
Matchline - See Page 12
Base Line Rd
Watt Ave
Baseline Rd
Country Acres Ln
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V:\2252_Roseville_RMA_ConsultingServices\F3_ProjectArea.mxd Source: ESRI DigitalGlobe; Dokken Engineering 9/22/2016; Created By:scotts City Boundary
Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3

Project Area
City of Roseville RMA
City of Roseville, Placer County, California
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Matchline - See Page 8
Matchline - See Page 11
Matchline - See Page 13
Vineyard Rd
Base Line Rd Baseline Rd Fiddyment Rd Crowder Ln
Woodcreek Oaks Blvd
Junction Blvd
Baseline Rd Base Line Rd Base Line Rd
Junction Blvd
Atwell St
Walerga Rd
Cook Riolo Rd
Central Ave
Caragh St
Muirwood Ln
Country Club Dr
Ambridge Dr
Acton Way
Park Regency Dr
Country Place Dr
Eva Ln
Morningstar Dr
Oak Ave
Cargill Way
Kenwood Way
Westhills Dr
Tiny Ln
Bianchi Rd
Stonecrest Dr
Mercedes Pl
Derrylin Dr
Blanchard Dr
Lathwell Way
Blackwood Ln
Roadrunner Dr
Mockingbird St
Sunstone Dr
Santa Ines St Soledad Dr
Goldstar St
Eriswell Dr
Marinette Ln
Whitstable Dr
Vineyard Ln
Casterbridge Dr
Killarney St
Tatiana St
Aylesbury Way
Turnberry Ln
Varick Dr
Westlake Dr
Lockhart Way
Cadfael St
Magenta Dr
Luton Dr
Cressida St
Hatton Ct
Darby St
Hilmerton Cir
Carolyn Ct
Vanston Way
Ledbury St
Formby Way
Hummingbird Way Tanager Way
Dashwood Dr
Mill Run Dr
Blackbird St
Thunderbird Ct
Brookline Cir
San Jose Way
Knowlton Ct
Malachite Way
Snow Goose Way
Privett Ct
Mifflen Ct
Hadnall Ct San Diego Cir
Pennell Ct
Troon Ct
Herne Ct
Central Ave
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V:\2252_Roseville_RMA_ConsultingServices\F3_ProjectArea.mxd Source: ESRI DigitalGlobe; Dokken Engineering 9/22/2016; Created By:scotts City Boundary
Amoruso Ranch Specific Plan Area
Jurisdictional Creek Channel
! Outfall Location
Jurisdictional Habitat
Jurisdictional Detention Basins
Non-Jurisdictional Detention Basin
Potential Restoration Projects
FIGURE 3