77-1 Plans Cameron Creek Linear Recharge Project - signed.pdf

PDF 8 MB Posted Sep 4, 2025

Attached to: CONSTRUCTION ON CAMERON CREEK LINEAR RECHARGE PROJECT
Solicitation number: RFB-25-26-06
Issued by: Tulare County, California

About this file

Written by GovTribe AI · Sep 5, 2025

These are engineering design plans for the Cameron Creek Linear Recharge Project, a water infrastructure project for the City of Visalia and Tulare Irrigation District in Tulare County, California. The project involves constructing three linear recharge structures along Cameron Creek: a Measurement Structure, a Rector Structure, and a Lovers Lane Structure. The project's primary purpose is to enhance groundwater recharge capabilities, with each site featuring specific infrastructure including check structures, canal linings, rip rap, gates, electrical systems, and associated electrical infrastructure. The project number is 3010-72000/CP0620-999, with design documents prepared by Provost & Pritchard Engineering Group and dated for bidding purposes on 08/15/2025.

The project includes comprehensive civil, structural, and electrical design elements across approximately 27 detailed plan sheets. Key components include concrete structures with embedded board guides, catwalk and handrail systems, gate mechanisms, electrical conduits, and a solar-powered antenna tower for communications. The design incorporates specific engineering details such as reinforcement specifications, concrete joint treatments, and precise elevation measurements for each site. The project appears to be funded through a sustainable groundwater management program, with design considerations focusing on water conservation, flood control, and infrastructure resilience. The plans indicate careful attention to local geological conditions, with specific notes about soil characteristics and foundation requirements typical of the Tulare County region.

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LICENSE NO:

DESIGN ENGINEER:

SHEET

DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE

INCH. ADJUST SCALE FOR

REDUCED OR ENLARGED PLANS.

0 1"

PHASE:

PROJECT NO:

N C

R R

C T

Y O

E C

O U

C O

MTK

83357

EJS, CBC

08/15/2025

139124002

1 27 8/

P M

G :\V is al ia _C ity o f-1

C am er on

C re ek \3

S he et

S et s\

_G en er al

\1 C

R .d w g

-E m ily W ar d

SPECIAL NOTE

WHERE UNDERGROUND AND SURFACE STRUCTURES ARE SHOWN ON THE PLANS, THE LOCATIONS, DEPTH AND DIMENSIONS OF STRUCTURES ARE BELIEVED TO BE REASONABLY CORRECT, BUT ARE NOT GUARANTEED. SUCH STRUCTURES ARE SHOWN FOR THE INFORMATION OF THE CONTRACTOR, BUT INFORMATION SO GIVEN IS NOT TO BE CONSTRUED AS A REPRESENTATION THAT SUCH STRUCTURES WILL, IN ALL CASES, BE FOUND WHERE SHOWN, OR THAT THEY REPRESENT ALL OF THE STRUCTURES WHICH MAY BE

ENCOUNTERED.

SITE SAFETY AND PROTECTION NOTES

THE DUTY OF THE ENGINEER, OWNER OR ITS AGENTS TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE AND THE UNDERTAKING OF INSPECTIONS OR THE GIVING OF INSTRUCTIONS AS AUTHORIZED HEREIN IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF THE ACTUAL CONSTRUCTION NOR MAKE THE ENGINEER, OWNER OR ITS AGENTS RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.

THE CONTRACTOR SHALL HAVE AT THE WORK SITE, COPIES OR SUITABLE EXTRACTS OF CONSTRUCTION SAFETY ORDERS, ISSUED BY CAL-OSHA. CONTRACTOR SHALL COMPLY WITH PROVISIONS OF THESE AND ALL OTHER APPLICABLE LAWS, ORDINANCES AND REGULATIONS. THE CONTRACTOR MUST COMPLY WITH PROVISIONS OF THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, PROMULGATED BY THE SECRETARY OF LABOR UNDER SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT, AS

SET FORTH IN TITLE 29 C.F.R.

TO PROTECT THE LIVES AND HEALTH OF CONTRACTOR'S EMPLOYEES UNDER THE CONTRACT, THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA, INC., AND SHALL MAINTAIN AN ACCURATE RECORD OF ALL CASES OF DEATH, OCCUPATIONAL DISEASE, AND INJURY REQUIRING MEDICAL ATTENTION OR CAUSING LOSS OF TIME FROM WORK, ARISING OUT OF AND IN THE COURSE OF EMPLOYMENT

OR WORK UNDER THE CONTRACT.

THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR THE SAFETY, EFFICIENCY, AND ADEQUACY OF CONTRACTOR'S FACILITIES, APPLIANCES, AND METHODS AND FOR ANY DAMAGE, WHICH MAY RESULT FROM THEIR FAILURE OR THEIR IMPROPER CONSTRUCTION, MAINTENANCE OR OPERATION.

THE CONTRACTOR AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, PROVOST & PRITCHARD CONSULTING GROUP, AND THEIR RESPECTIVE AGENTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING

FROM THE SOLE NEGLIGENCE OF OWNER, ENGINEER, OR THEIR RESPECTIVE AGENTS.

THE OWNER AND ITS AGENTS' SITE RESPONSIBILITIES ARE LIMITED SOLELY TO THE ACTIVITIES OF THEIR EMPLOYEES ON SITE. THESE RESPONSIBILITIES SHALL NOT BE INFERRED BY ANY PARTY TO MEAN THAT THE OWNER OR ITS AGENTS HAVE RESPONSIBILITY FOR SITE SAFETY. SAFETY IN, ON, OR ABOUT THE SITE IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR ALONE. THE CONTRACTOR'S METHODS OF WORK PERFORMANCE, SUPERINTENDENCE AND THE CONTRACTOR'S EMPLOYEES, AND SEQUENCING OF CONSTRUCTION ARE ALSO THE SOLE AND EXCLUSIVE RESPONSIBILITIES OF THE CONTRACTOR ALONE.

SHEET INDEX

SHEET NO. DESCRIPTION

GENERAL

1 COVER

2 LEGEND & ABBREVIATIONS

3 NOTES

CIVIL

4 OVERALL SITE PLAN

5 MEASUREMENT SITE PLAN

6 RECTOR SITE PLAN

7 LOVERS SITE PLAN

8 RECTOR PLAN & PROFILE

STRUCTURAL

9 MEASUREMENT TOP

10 MEASUREMENT SECTIONS

11 RECTOR TOP

12 RECTOR SECTIONS

13 LOVERS TOP

14 LOVERS SECTIONS

DETAILS

15 DETAILS 1

16 DETAILS 2

17 DETAILS 3

18 DETAILS 4

19 DETAILS 5

20 DETAILS 6

21 DETAILS 7

ELECTRICAL

22 MEASUREMENT ELECTRICAL LAYOUT

23 RECTOR ELECTRICAL LAYOUT

24 LOVERS ELECTRICAL LAYOUT

25 ELECTRICAL DETAILS 1

26 ELECTRICAL DETAILS 2

27 ELECTRICAL DETAILS 3

PROJECT LOCATION

REBECCA KEENAN, SENIOR CIVIL ENGINEER

CITY OF VISALIA

AARON FUKUDA, GENERAL MANAGER

TULARE IRRIGATION DISTRICT

DATE

SHEET 4

R D

SITE MAP

VICINITY MAP

CITY OF VISALIA

TULARE COUNTY

CAMERON CREEK LINEAR RECHARGE

PROJECT

APPROVALS

VISALIA

NOT TO SCALE

G P

U R

/1 5/

T b y P

P, IN

Th e fir m o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . e xp re ss ly re se rv es its co m m on la w co py rig ht a nd o th er a pp lic ab le pr op er ty rig ht s i n th es e pla ns

. T he se p lan s a re n ot to b e re pr od uc ed , c ha ng ed or co pie d in an y f or m o r m an ne r w ha tso ev er

, n or a re th ey to b e as sig ne d to a th ird p ar ty wi th ou t f irs t o bt ain ing th e wr itte n pe rm iss ion an d co ns en t o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . I n th e ev en t o f u na ut ho riz ed re us e of th es e pla ns b y a th ird p ar ty, t he th ird pa rty sh all h old th e fir m o f P ro vo st

Pr itc ha rd

E ng ine er ing G ro up

In c.

ha rm les s, an d sh all b ea r t he co st of

P ro vo st

Pr itc ha rd En gin ee rin g

Gr ou p, In c.' s l eg al fe es a ss oc iat ed w ith d ef en din g an d en fo rc ing th es e rig ht s.

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

T, S U

A, C

R N

-6

O N E

) 6

-1

) 6

-1 w w w

.p ro vo st an dp rit ch ar d.

co m

W WALNUT AVE

CALDWELL AVE

R S

R D

AVE 272

FARMERSVILLE

VISALIA

FARMERSVILLE

BENCHMARKS

PROJECT BENCHMARK

CITY OF VISALIA BENCHMARK # 759, AT THE SOUTHEAST CORNER

OF CHERRY AND MCAULIFF

ELEVATION = 340.470' DATUM

NOTE: BENCHMARK IS THE SAME FOR ALL 3 SITES.

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN JUNE OF 2024.

BOUNDARY NOTE

THE BOUNDARY/EASEMENT INFORMATION SHOWN ON THESE

PLANS IS BASED UPON RECORD INFORMATION TIED TO PHYSICAL

MONUMENTS, AND WAS PREPARED UNDER THE DIRECTION OF

TIMOTHY M. ODOM, PLS 8468.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 4,

ESTABLISHED LOCALLY BY GPS OBSERVATIONS.

NICK BARSCH, PUBLIC WORKS DIRECTOR

CITY OF VISALIA

DATE

GENERAL NOTES

1. CITY OF VISALIA (559-713-4428) AND TULARE IRRIGATION DISTRICT (559-686-3425) SHALL BE CONTACTED AT LEAST 5 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK ON OR NEAR EXISTING DISTRICT FACILITIES.

2. USED MATERIAL, REJECTS, MISFITS, OR SECONDS, ETC. ARE NOT ACCEPTABLE FOR USE ON CITY OF VISALIA

FACILITIES.

3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, PROJECT SPECIFICATIONS AND CITY OF

VISALIA SPECIFICATIONS.

4. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING FACILITIES PRIOR TO COMMENCING WORK. CALL UNDERGROUND SERVICE ALERT (USA) AT 8-1-1. CONTRACTOR SHALL

MAKE ENGINEER AWARE OF ANY DISCREPANCIES.

5. ALL CAST-IN-PLACE CONCRETE STRUCTURES SHALL BE FORMED INSIDE AND OUT AND CONCRETE VIBRATED SUFFICIENTLY TO PROVIDE FOR SMOOTH SURFACED WALLS/FLOORS WITHOUT VOIDS AND HONEYCOMBS.

6. CITY OF VISALIA OR APPROVED REPRESENTATIVE SHALL INSPECT ALL WORK PHASES ON CONCRETE FACILITIES FOR CONFORMANCE TO CITY OF VISALIA SPECIFICATIONS. REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT PRIOR CITY OF VISALIA INSPECTIONS. LIKEWISE, CONCRETE SHALL NOT BE COVERED WITH EARTH

PRIOR TO CITY OF VISALIA INSPECTION.

7. CONCRETE DESIGN MIX SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. ALL CONCRETE SHALL HAVE A 28-DAY MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE SPECIFIED.

8. ALL STEEL PIPE AND FITTINGS SHALL BE FURNISHED WITH A SHOP APPLIED HIGH SOLIDS EPOXY COATING ON THE INTERIOR AND EXTERIOR, UNLESS OTHERWISE INDICATED. ALL OTHER EXPOSED STEEL SHALL BE PAINTED WITH A PRE-TREATMENT PRIMER, AN UNDERCOAT AND A FINAL COAT OF PAINT IN ACCORDANCE WITH THE CITY

OF VISALIA SPECIFICATIONS.

9. ALL NUTS, BOLTS, AND WASHERS USED TO SECURE UNDERGROUND FITTINGS SHALL BE STAINLESS STEEL.

AFTER INSTALLATION, ALL STEEL HARDWARE SHALL BE COATED WITH A RUST PREVENTATIVE, WRAPPED WITH 4

MIL POLYETHYLENE SHEETING, AND SECURE WITH PVC TAPE.

10. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY LAWS OF

THE STATE OF CALIFORNIA AND CAL/OSHA STANDARDS.

11. TRENCH BACKFILL AND RESERVOIR EMBANKMENTS SHALL BE COMPACTED IN ACCORDANCE WITH THE

SPECIFICATIONS AND THE GEOTECHNICAL REPORT CONTAINED IN THE SPECIFICATIONS.

12. CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ALL PIPELINE CRACKS, WHICH DEVELOP DURING

CONSTRUCTION OF IMPROVEMENTS AFFECTING EXISTING FACILITIES.

13. CONCRETE VAULTS AND BOXES MAY BE PURCHASED FROM A PRECAST MANUFACTURER OR CONTRACTOR MAY CONSTRUCT THE STRUCTURES IF STRUCTURAL CALCULATIONS AND DESIGN IS APPROVED BY THE CITY OF

VISALIA AND THE ENGINEER.

14. ALL EXCESS MATERIAL AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION OF INSTALLATION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE DUST CONTROL AT ALL TIMES.

THIS SET OF PLANS HAS BEEN REVIEWED FOR COMPLIANCE WITH CITY

REQUIREMENTS & THE CITY OF VISALIA STANDARD SPECIFICATIONS

AND DETAILS. THE CITY DOES NOT ASSUME ANY LIABILITY FOR

ERRORS OR OMISSIONS. THIS ACCEPTANCE SHALL NOT PREVENT THE

CITY ENGINEER FROM REQUIRING CORRECTION OF ERRORS OR

OMISSIONS THAT ARE IN VIOLATION OF ANY LAW OR ORDINANCE.

PROJECT NUMBER 3010-72000/CP0620-999

8-20-25

8-21-25

MULTICORELINK:2 LEGEND & ABBREVIATIONS-LEGEND & ABBREVIATIONS

MULTICORELINK:3 NOTES-NOTES

MULTICORELINK:4 OVERALL SITE PLAN-SHEET

MULTICORELINK:5 MEASUREMENT SITE PLAN-SHEET

MULTICORELINK:10 RECTOR GRADING PLAN-SHEET

MULTICORELINK:7 LOVERS SITE PLAN-SHEET

MULTICORELINK:8 RECTOR PLAN & PROFILE-SHEET

MULTICORELINK:9 MEASUREMENT TOP-SHEET

MULTICORELINK:10 MEASUREMENT SECTIONS-SHEET

MULTICORELINK:11 RECTOR TOP-SHEET

MULTICORELINK:12 RECTOR SECTIONS-SHEET

MULTICORELINK:13 LOVERS TOP-SHEET

MULTICORELINK:14 LOVERS SECTIONS-SHEET

MULTICORELINK:15 DETAILS 1-SHEET

MULTICORELINK:16 DETAILS 2-SHEET

MULTICORELINK:17 DETAILS 3-SHEET

MULTICORELINK:18 DETAILS 4-SHEET

MULTICORELINK:19 DETAILS 5-SHEET

MULTICORELINK:20 DETAILS 6-DETAILS 6

MULTICORELINK:21 DETAILS 7-SHEET

MULTICORELINK:22 MEASUREMENT ELECTRICAL LAYOUT-MEASUREMENT ELECTRICAL LAYOUT

MULTICORELINK:23 RECTOR ELECTRICAL LAYOUT-RECTOR ELECTRICAL LAYOUT

MULTICORELINK:24 LOVERS ELECTRICAL LAYOUT-LOVERS ELECTRICAL LAYOUT

MULTICORELINK:25 ELECTRICAL DETAILS 1-ELECTRICAL DETAILS 1

MULTICORELINK:26 ELECTRICAL DETAILS 2-ELECTRICAL DETAILS 2

MULTICORELINK:27 ELECTRICAL DETAILS 3-ELECTRICAL DETAILS 3

MULTICORELINK:4 OVERALL SITE PLAN-SHEET

DESIGN ENGINEER:

SHEET

DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE

INCH. ADJUST SCALE FOR

REDUCED OR ENLARGED PLANS.

0 1"

PHASE:

PROJECT NO:

N C

R R

C T

Y O

E C

O U

N S

MTK

83357

EJS, CBC

08/15/2025

139124002

2 27 8/

P M

G :\V is al ia _C ity o f-1

C am er on

C re ek \3

S he et

S et s\

_G en er al

\2 L

O N

dw g -E m ily

W ar d

DETAIL NUMBER

SHEET NUMBER

AB AGGREGATE BASE

AC ASPHALT CONCRETE

ACP ASBESTOS-CEMENT PIPE

AD ALUMINUM DISK

AGG AGGREGATE

AH AHEAD

ALT ALTERNATE

AP ANGLE POINT

APPROX APPROXIMATE

APN ASSESSOR'S PARCEL NUMBER

ARV AIR RELIEF VALVE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AV AIR VENT

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

BAR BARRIER

BC BEGIN CURVE

BD BRASS DISK

BFP BACKFLOW PREVENTER

BK BACK

BLDG BUILDING

BM BENCHMARK

BO BOLLARD

BS BORING SITE

BTM BOTTOM

BVC BEGIN VERTICAL CURVATURE

BW BACK OF WALK

BWL BACK OF WALL

BWR BARB WIRE

C, CONC CONCRETE

CA CALIFORNIA

CAB CABINET

CBL CABLE

CFS CUBIC FEET PER SECOND

C&G CURB & GUTTER

CHK CHECK

CHLK CHAIN LINK

CI CAST IRON

CIP CAST IRON PIPE

CIPCP CAST-IN-PLACE CONCRETE PIPE

CL CLASS

CLVT CULVERT

℄ CENTERLINE

CLF CHAIN LINK FENCE

CLR CLEAR, CLEARANCE

CMLC CEMENT MORTAR LINED & COATED

CMP CORRUGATED METAL PIPE

CN CONCRETE NAIL

CNS COMPACTED NATIVE SOIL

CO SEWER CLEAN OUT

CONT CONTINUOUS

CONST CONSTRUCT/CONSTRUCTION

COR CORNER

CORP CORPORATION

COL COLUMN

COUP COUPLING

CP CONTROL POINT

CR CROWN

CU CUBIC

CY CUBIC YARDS

DA DRIVE APPROACH

DEC DECIDUOUS

DEMO DEMOLISH/DEMOLITION

DI DROP INLET

DIA, Ø DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

D/S DOWNSTREAM

DW DRIVEWAY

DWG DRAWING

(E) EXISTING, EAST

EA EACH

EC END CURVE

ECC ECCENTRIC

EF EACH FACE

EG EXISTING GRADE

EL, ELEV ELEVATION

ELC EPOXY LINED & COATED

ELEC ELECTRIC

ELL ELBOW

EM ELECTRIC METER

EOL END OF LINE

EP EDGE OF PAVEMENT

EQUIV EQUIVALENT

ESMT EASEMENT

EUC EUCALYPTUS

EVC END VERTICAL CURVE

EW EACH WAY

EXP EXPOSED

(F) FUTURE

F&I FURNISH & INSTALL

FD FOUND

FDC FIRE DEPARTMENT CONNECTION

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

, FL FLOW LINE

FLG FLANGE

FLGD FLANGED

FM FORCE MAIN

FNC FENCE

FRP FIBER REINFORCED POLYESTER PIPE

FT FOOT/FEET

FW FRONT OF WALK

FWL FACE OF WALL

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GM GAS METER

GPM GALLONS PER MINUTE

GRVL GRAVEL

GS GAS

GSV GAS VALVE

GUY GUY WIRE

GV GATE VALVE

HD HEAD

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDW HEADWALL

HGL HYDRAULIC GRADE LINE

HORIZ HORIZONTAL

HP HINGE POINT, HIGH POINT, HORSEPOWER

HP GAS HIGH PRESSURE GAS

HPS HIGH PRESSURE SWITCH

HR HANDRAIL

H/T HUB & TACK

HWL HIGH WATER LEVEL

HYDRO HYDROPNEUMATIC

ID INSIDE DIAMETER

IN INCH

INV INVERT

IP IRON PIPE

IRR IRRIGATION

JP JUNCTION POLE

LBS POUNDS

LC LENGTH OF CURVE

LCW LONG CRESTED WEIR

LF LINEAR FEET

LG LONG

LT LEFT

LPG LIQUEFIED PETROLEUM GAS

MAX MAXIMUM

MB MAILBOX

MCC MOTOR CONTROL CENTER

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MN MAG NAIL

MP MEDIUM PRESSURE GAS LINE

MPT MALE PIPE THREAD

MRKR MARKER

MS MILD STEEL

(N) NORTH

NAVD NORTH AMERICAN VERTICAL DATUM

NC NORMALLY CONSOLIDATED

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OP OPERATING

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

O&M OPERATIONS & MAINTENANCE

(P) PROPOSED

PB PULL BOX

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCC PORTLAND CEMENT CONCRETE

PE PERMANENT EASEMENT

PER PERIMETER

PI POINT OF INTERSECTION

PIP PLASTIC IRRIGATION PIPE

PLC PROGRAMMABLE LOGIC CONTROLLER

⅊ PROPERTY LINE

PNL PANEL

POC POINT ON CURVE

POL POINT ON LINE

POT POINT ON TANGENT

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PRV PRESSURE REDUCING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVCC POINT OF VERTICAL COMPOUND CURVATURE

PVMT PAVEMENT

PVRC POINT OF VERTICAL REVERSE CURVATURE

PVI POINT OF VERTICAL INTERSECTION

R RADIUS

RBR REBAR

RC RADIUS OF CURVE

RCP REINFORCED CONCRETE PIPE

RD RELATIVE DENSITY

RD ROAD

RE REFERENCE

REQD REQUIRED

RET RETURN

REV REVISION

RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE

RGS RIGID GALVANIZED STEEL

RP RADIUS POINT

RR RAILROAD

RT RIGHT

RTU REMOTE TERMINAL UNIT

R/W RIGHT OF WAY

(S) SOUTH, SOLVENT WELD

S SLIP

S= SLOPE

SCH SCHEDULE

SCP STANDARD CONCRETE PIPE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SERV SERVICE

SF SQUARE FEET

SP SERVICE POLE

SPEC SPECIFICATION

SPNDL SPINDLE

SQ SQUARE

SS SANITARY SEWER

SS OR STS STAINLESS STEEL

SSMH SANITARY SEWER MANHOLE

STA STATION

STD STANDARD

STL STEEL

STP STAND PIPE

STRC STRUCTURE

STRP STRIPING

SWL SWALE

STWL STILLING WELL

(T) THREADED

T THREAD

T&B TOP & BOTTOM

TB TOP OF BANK

TBM TEMPORARY BENCHMARK

TC TOP OF CURB

TCE TEMPORARY CONSTRUCTION EASEMENT

TDI TENSILE DUCTILE IRON

TELE TELEPHONE

TF TOP OF FOOTING

TFC TOP FACE OF CURB

TG TOP OF GRATE

TH THREAD

TL TOP OF LINING

TOE TOE OF SLOPE

TOP TOP OF SLOPE

TP TELEPHONE POLE

TR TELEPHONE RISER

TRANS TRANSFORMER

TRFC TRAFFIC

TS TOP OF STRUCTURE

TSB TELEPHONE SPLICE BOX

TYP TYPICAL

TWL TOP OF WALL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

UP UTILITY POLE

UT UTILITY

U/S UPSTREAM

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VG VALLEY GUTTER

VLT VAULT

VLV VALVE

(W) WEST

W WATER

WL WATER LINE

WM WATER METER

WS WATER SERVICE

WV WATER VALVE

WW WASTE WATER

W/ WITH

W/O WITHOUT

ABBREVIATIONS

EXISTING

LINETYPE

NEW

DESCRIPTION

SF SF

I I I I I I I I I I I I I I I I I I I I I I I I I I I I

GRADE BREAK

EMBANKMENT TOP

EMBANKMENT TOE

UE UE

OTV

XX" ELEC (AERIAL)

IRR IRR

OTV

UCO

S I

XX" C/C

GRATING

SAND

RIP RAP

EARTH

CONCRETE LINING (PLAN VIEW)

CONCRETE

AC PAVEMENT

DESCRIPTION

PROJECT STAGING SITE

LINETYPES SYMBOLS

EXISTING

HATCH TYPE

NEW

REVISION CLOUD

STATE/COUNTY/CORPORATE LIMIT

SECTION LINE

RELINQUISH ACCESS LINE

RIGHT-OF-WAY

RESERVATION/PARK/FOREST

PROPERTY LINE

MEANDER LINE

EASEMENT

CENTERLINE

WATER

TRAFFIC FLOW

TELEVISION (AERIAL LINE)

TELEPHONE (BURIED)

TELEPHONE (AERIAL)

STORM DRAINAGE

STEAM

SIGNAL INTERCONNECT (BURIED)

SANITARY SEWER

OIL

IRRIGATION

GAS

SANITARY SEWER FORCE MAIN

FIBER-OPTIC

ELECTRIC (BURIED)

ELECTRIC (AERIAL)

COMPUTER/COMM. (BURIED)

SWALE W/FLOW ARROWS

SWALE CENTERLINE

RETAINING WALL

RAILROAD

GUARDRAIL

FENCE (SILT)

FENCE (WIRE)

FENCE (WOOD)

FENCE (CHAIN LINK)

FENCE (BLOCK WALL)

CONTOUR (MINOR)

CONTOUR (MAJOR)

CONTOUR (DEPRESSION)

BARRICADE

SECTION VIEW

SPOT ELEVATION

HIGH WATER LINE

EMBANKMENT ARROW

PIPE END

PIPE END (SCHEMATIC)

LINE BREAK

DETAIL CALLOUT

CONSTRUCTION CALLOUT

REVISION

FENCE GATE

FENCE POST

STILLING WELL

GATE VALVE HANDLE

BACK FLOW PREVENTOR

AIR RELIEF VALVE

BLOW-OFF

WATER VALVE

WELL

WATER METER

FIRE VAULT

FIRE DEPT. CONNECTION

3-NOZZLE HYDRANT

2-NOZZLE HYDRANT

TELEPHONE VAULT

TELEPHONE RISER

LOT NUMBER

OWNERSHIP TIE

SET MONUMENT

FOUND MONUMENT

BENCH MARK

CONTROL POINT

YARD LIGHT

SIGN

MAIL BOX

STORM DRAIN MANHOLE

STORM DRAIN CULVERT

STORM DRAIN INLET

STORM DRAIN CATCH BASIN

SSMH (ECCENTRIC CONE)

SANITARY SEWER MANHOLE

SANITARY SEWER CLEAN OUT

GAS VALVE

GAS METER

ELECTRIC MANHOLE

UTILITY POLE ANCHOR

UTILITY POLE

ELECTRIC VAULT

PAD MOUNTED TRANSFORMER

ELECTRIC METER

XX" ELEC (BURIED)

EXISTING NEW

SYMBOL DESCRIPTION

SANITARY SEWER LATERAL

XX" FO

XX" GAS

XX" IRR

XX" SS

XX" FM

XX"

XX" SI

XX" SD

XX" TELE (AERIAL)

XX" TELE (BURIED)

XX" TV (AERIAL)

XX" W

MONUMENT (OPTIONAL)

SAWCUT LINE

V V V V V V V

(E) XX XXX.XX XX XXX.XX

AGGREGATE

DEMO LINEX X X X X X X X X X X X X X X X

WORK LIMITS

SCOSCO

S S

CBCB

T T

FDFD

F F

W W

BFP BFP

NO.NO.

XXXX

HWL= XXX.XX

CONCRETE CURB LIP

CONCRETE CURB FLOW

CONCRETE CURB FACE

CONCRETE CURB

HATCH PATTERNS

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DESIGN ENGINEER:

SHEET

DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE

INCH. ADJUST SCALE FOR

REDUCED OR ENLARGED PLANS.

0 1"

PHASE:

PROJECT NO:

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MTK

83357

EJS, CBC

08/15/2025

139124002

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. T he se p lan s a re n ot to b e re pr od uc ed , c ha ng ed or co pie d in an y f or m o r m an ne r w ha tso ev er

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CONCRETE NOTES

1. ALL CONCRETE SHALL BE NORMAL WEIGHT CONSISTING OF TYPE II/V PORTLAND CEMENT, FINE AGGREGATE, COARSE AGGREGATE, AND WATER (SLUMP SHALL NOT EXCEED 4 INCHES ±1 INCH).

THE CONCRETE SHALL BE PLACED WITHIN ONE AND ONE-HALF HOURS FROM THE TIME WATER

IS INTRODUCED TO YIELD AT 28 DAYS A MINIMUM COMPRESSIVE STRENGTH WITH AN EXPOSURE

CATEGORY (IF NOT OTHERWISE SPECIFIED) AS FOLLOWS:

STRUCTURAL FOOTINGS AND INTERIOR SLABS 4,000 PSI, F0, S1, W1, C1

STRUCTURAL CONCRETE FOR CHECK AND FLOW

MEASUREMENT STRUCTURES 4,000 PSI, F0, S0, W2, C1

ALL OTHER STRUCTURAL CONCRETE 4,000 PSI, F0, S0, W0, C0

2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION).

3. CONCRETE MIXING SHALL COMPLY WITH ASTM C94.

4. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS AND

OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR

FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, REINFORCING

STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION

JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE REVIEWED BY THE ENGINEER. REFER

TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. CONSTRUCTION

JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE.

5. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS, AND OTHER EMBEDDED ITEMS SHALL BE IN

PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC,

PLUMBING, INSTRUMENTATION, AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND

EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL

DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS UNLESS

SHOWN ON STRUCTURAL DRAWINGS. COORDINATE WITH EQUIPMENT MANUFACTURER'S

DRAWNIGS FOR ANCHORING DEVICES.

6. CONCRETE SHALL BE PREVENTED FROM PREMATURE DRYING FOR A CURING PERIOD OF AT

LEAST SEVEN DAYS AFTER IT IS PLACED. EXPOSED SURFACES SHALL BE KEPT CONTINUOUSLY

MOIST FOR THE ENTIRE PERIOD. IN LIEU OF WATER CURING, THE CONCRETE SHALL BE

PROTECTED BY SPRAYING WITH A [NSF] APPROVED CURING COMPOUND. ALL SURFACES SHALL

BE KEPT MOIST UNTIL THE COMPOUND IS APPLIED.

7. CONTROL JOINTS SHALL BE PLACED NO GREATER THAN 3X SLAB THICKNESS IN FEET NOR 20

FEET APART IN BOTH DIRECTIONS WITHIN 8 HOURS OF THE CONCRETE PLACEMENT ON ALL

CONCRETE SLABS. PROVIDE CONTROL JOINTS IN UNREINFORCED SLABS PER PCA GUIDELINES.

8. ALL EXTERIOR SLABS SHALL BE SLOPED TO ALLOW DRAINAGE OF RUNOFF WATER TO PREVENT

PONDING.

9. UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED 3/4

INCH. INTERIOR FLOORS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 3/8 INCH RADIUS

CONSTRUCTION JOINTS.

10. ALL SLABS SHALL HAVE A TROWELED FINISH WITH A FF=35 AND A FL=25 MINIMUM UNO.

CONSTRUCTION NOTE

THE ENGINEER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED UTILITY COMPANIES AND OTHERWISE ENDEAVORED TO INDICATE ON THE DRAWINGS ALL UTILITIES WHICH EXIST WITHIN THE LIMITS OF THE WORK OF THIS PROJECT. HOWEVER, SINCE THE LOCATIONS AND DESCRIPTIONS

WERE NOT ALL OBTAINED FROM ACTUAL FIELD SURVEYS, THE ENGINEER DOES NOT ASSUME

RESPONSIBILITY FOR ERRORS OR OMISSIONS. THE CONTRACTOR SHALL CONTACT THE OWNERS OF

THE UNDERGROUND FACILITIES AND REQUEST THEY LOCATE AND MARK ON THE GROUND THEIR

FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING

EXCAVATION FOR ANY CONSTRUCTION INCLUDING BUT NOT LIMITED TO SEWER LINES, WATER

LINES, STORM DRAINS, STREETS, ETC. AND PRIOR TO BRINGING ANY ADDITIONAL MEN OR

EQUIPMENT ON THE JOB, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE EXACT LOCATION

AND ANY POSSIBLE CONFLICT WITH THE WORK TO BE PERFORMED. THE ENGINEER SHALL THEN

DETERMINE IF ANY REVISIONS TO THE DESIGN ARE REQUIRED AND PREPARE ANY NECESSARY

REVISIONS TO THE PLANS PRIOR TO THE CONTRACTOR PROCEEDING WITH ANY WORK ON OR

AROUND THE AFFECTED LINE OR LINES. NO EXTRA COMPENSATION WILL BE ALLOWED FOR EXTRA COSTS INCURRED DUE TO THE CONTRACTOR'S FAILURE TO STRICTLY FOLLOW THIS PROCEDURE. IN

ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL

ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS

REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS.

CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL(S) HARMLESS

FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE

DESIGN PROFESSIONAL(S).

REINFORCING STEEL NOTES

1. ALL REBAR SHALL BE ASTM A615-GRADE 60. (EXCEPT FOR MASONRY WHICH SHALL BE GRADE 40)

2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064.

3. ALL BARS SHALL BE FREE OF EXCESSIVE RUST, MUD, OIL, AND GREASE.

4. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND

SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL.

5. REINFORCING SHALL LAP A MINIMUM OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN, WHERE

Ld IS THE TENSION DEVELOPMENT LENGTH. WHEN BARS OF DIFFERENT SIZE LAP TO EACH

OTHER, SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME

SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE SPLICING AND SHALL HAVE

A MINIMUM LAP AS NOTED ABOVE. BAR SPLICES SHALL BE STAGGERED.

6. HOOK BARS AT OPENINGS.

7. TERMINATE ALL BARS IN LAPS OR 90° BENDS.

8. ALL REINFORCING MAY LAP WITH COUPLERS WHICH ARE 125% OF BAR STRENGTH OR GREATER.

SUBMIT AN ICC REPORT FOR COUPLERS.

9. IF ONE LAYER OF REINFORCING STEEL IS SHOWN, IT IS TO BE LOCATED IN THE CENTER OF THE

SECTION UNLESS NOTED OTHERWISE.

10. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE. BAR

COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED

OR SHOWN OTHERWISE, BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS:

CONCRETE REINFORCEMENT COVER

SIZE COVER (IN)

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

ALL SIZES 3

CONCRETE EXPOSED TO EARTH OR WEATHER

#6 - #18 BAR 2

#5 BAR, W31 OR D31 WIRE,

AND SMALLER 1 1/2

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

#14 & #18 BARS 1 1/2

#11 BAR & SMALLER 3/4

STEEL NOTES

A. GENERAL:

1. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH ACCEPTED PRACTICES OF THE

A.I.S.C.

2. STEEL TO BE TESTED WILL BE INDICATED IN THE SPECIFICATIONS. TESTING WILL BE WAIVED

WITH MILL CERT. IDENTIFICATION.

3. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST

EDITION OF THE A.W.S. "STRUCTURAL WELDING CODE" (AWS D1.1:2020). ALL WELDS USED IN

MEMBERS AND CONNECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM AND DESIGNATED

AS "DEMAND CRITICAL" SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS

SPECIFIED IN CLAUSE 6.1, 6.2, AND 6.3 OF STRUCTURAL WELDING CODE - SEISMIC

SUPPLEMENT (AWS D1.8:2016).

4. WELDING PROCEDURE SPECIFICATIONS "WPS" SHALL BE SUBMITTED TO THE SPECIAL

INSPECTOR FOR ALL WELD TYPES USED ON THE PROJECT. SPECIAL INSPECTOR SHALL

PROVIDE A LETTER TO THE SEOR INDICATING THEIR OFFICE HAS REVIEWED AND APPROVED

ALL WELDING PROCEDURES.

5. WELDERS CERTIFICATES SHALL BE SUBMITTED TO THE PROJECT INSPECTOR PRIOR TO

STARTING WORK. WELDERS SHALL BE QUALIFIED BY AWS CERTIFICATION FOR THE TYPE OF

WORK TO BE DONE.

6. ALL WELDING SHALL BE SUBJECT TO SPECIAL INSPECTION. INSPECTION SHALL BE IN

CONFORMANCE WITH THE CBC AND THE LOCAL BUILDING OFFICIALS. ONLY STEEL

FABRICATORS ACCREDITED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

OR THE INTERNATIONAL ACCREDITED SERVICE (IAS - A SUBSIDIARY OF THE INTERNATIONAL

CODE COUNCIL) WILL BE CONSIDERED AN APPROVED STEEL FABRICATOR, AND THEREFORE

EXEMPT FROM SPECIAL INSPECTION FOR SHOP WELDING PER CBC 1704.2.5.1. ALL FIELD

WELDING SHALL BE INSPECTED.

7. FABRICATION SHALL NOT TAKE PLACE UNTIL SHOP DRAWINGS HAVE BEEN RECEIVED,

RETURNED, AND ISSUES IN QUESTION HAVE BEEN RESOLVED.

8. COLUMN BASE PLATES MAY HAVE 3/16" MAX. OVERSIZE BOLT HOLES WITH STANDARD NUT

AND 5/16" MAX. OVERSIZE BOLT HOLES WITH HEAVY-HEX NUTS.

9. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED.

B. MATERIALS:

1. STRUCTURAL STEEL

a. WIDE FLANGES - ASTM A992 (Gr. 50)

b. CHANNELS, ANGLES & BASE PLATES - ASTM A36, Gr. A

c. STRUCTURAL PIPE - ASTM A53, GRADE B

d. STRUCTURAL HSS RECTANGULAR TUBING - ASTM A500, GRADE B (Fy = 46 KSI)

e. STRUCTURAL HSS ROUND TUBING - ASTM A500, GRADE B (Fy = 42 KSI)

f. FRAME BASE PLATES AND GUSSETS - ASTM A572, Gr. 50.

2. MISC. METALS - ASTM A36, Gr. A

3. STANDARD BOLTS - ASTM A307, Gr. A - TYPICAL UNLESS NOTED OTHERWISE.

4. STANDARD AND HEAVY-HEX NUTS - ASTM A563 - TYPICAL UNLESS NOTED OTHERWISE.

5. STANDARD ANCHOR BOLTS - ASTM F1554 (Gr. 36 OR Gr. 55 WHERE NOTED)

6. HIGH STRENGTH BOLTS - LESS THAN OR EQUAL TO 1 12" DIAMETER - ASTM F3125, Gr. A325, TYPE 1 OR 3. HIGH STRENGTH BOLTS EXPOSED TO WEATHER SHALL BE TYPE 3.

7. TWIST-OFF-TYPE TENSION-CONTROL BOLTS - LESS THAN OR EQUAL TO 1 14" DIAMETER ASTM

F3125, Gr. F1852, TYPE 1 OR 3. HIGH STRENGTH BOLTS EXPOSED TO WEATHER SHALL BE

TYPE 3.

8. WASHERS - AS REQUIRED BY THE AISC, RCSC, SECTION 6 - USE OF WASHERS.

9. WELDING ROD - HEAVILY COATED, CONFORMING WITH A.W.S. "SPECIFICATIONS FOR ARC

WELDING". ELECTRODES OF CLASSIFICATION NUMBERS SUITABLE FOR THE WORK TO BE

DONE. WELDS SHALL BE MADE WITH WIRE OR ELECTRODE HAVING A MINIMUM TENSILE

STRENGTH OF 70,000 PSI, UNLESS NOTED OTHERWISE.

C. SHOP DRAWING SUBMITTALS:

1. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. SEE

SPECIFICATIONS FOR SUBMITTALS REQUIRED.

2. SHOP DRAWINGS SHALL NOT BE PREPARED UNTIL ALL CONDITIONS HAVE BEEN VERIFIED.

ELEVATIONS AND DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH THE

ARCHITECTURAL DRAWINGS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT PRIOR TO PERFORMING WORK.

3. DETAILER SHALL SUBMIT RFI'S FOR ISSUES REQUIRING RESOLUTION FOR COMPLETION OF

SHOP DRAWINGS. MINOR ISSUES MAY BE CLOUDED IN THE SHOP DRAWINGS.

4. FABRICATOR SHALL SUBMIT SHOP DRAWINGS IN MULTIPLE SUBMITTALS OF SIZES TO ALLOW

FOR ARCHITECT/ENGINEER REVIEW IN THE SPECIFIED ALLOTTED TIME (SEE

SPECIFICATIONS).

5. FABRICATOR SHALL BE RESPONSIBLE FOR DETERMINING THE SIZE AND ORDER OF SHOP

DRAWINGS TO ALLOW FOR INCREMENTING THE WORK WITHIN THE FABRICATION AND

CONSTRUCTION SCHEDULES.

6. SHOP DRAWING PREPARATION SHALL INCLUDE A CONTINGENCY TO ALLOW FOR MINOR

REVISIONS RESULTING FROM ARCHITECTS' AND ENGINEERS' REVIEW.

7. SHOP DRAWINGS SHALL BE SUBMITTED IN PORTIONS AND INCREMENTS COMPATIBLE WITHIN

THE INTENDED FABRICATION SCHEDULE. IF SUBMITTALS ARE IN SIZES TOO LARGE TO

REVIEW IN THE TIME ALLOTTED PER THE SPECIFICATIONS, SUBMITTAL WILL BE RETURNED

FOR CORRECTIONS AND RE-SUBMITTAL WILL BE REQUIRED.

D. FRAMING AND DETAILS SHOWN IN THESE DRAWINGS FOR THE SUPPORT OF ROOF AND/OR FLOOR MOUNTED EQUIPMENT AND OPENINGS IN ROOF AND/OR FLOOR DECKS ARE TYPICAL CONDITIONS.

CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, PLUMBING ELECTRICAL AND

OTHER CONTRACT DOCUMENTS FOR EQUIPMENT AND OPENING LOCATIONS, SIZES AND

MOUNTING REQUIREMENTS.

E. CONTRACTOR SHALL VERIFY AND ACCEPT ALL STEEL BEAM CAMBERS PRIOR TO INSTALLATION.

VERIFICATION OF CAMBER SHALL BE WITH THE BEAM ON ITS SIDE IN AN UNLOADED CONDITION.

F. THE QUANTITY, TYPES AND LOCATIONS OF ROOF AND FLOOR MOUNTED EQUIPMENT SHOWN ON

THE STRUCTURAL DRAWINGS SHALL BE VERIFIED.

G. LOCATIONS OF ROOF AND FLOOR EQUIPMENT SHALL BE COORDINATED AND VERIFIED WITH ALL

RELATED DOCUMENTS. LOCATIONS OF EQUIPMENT SHOWN ON THE STRUCTURAL DRAWINGS ARE

GENERAL REPRESENTATIONS FOR REQUIRED FRAMING.

SOIL AND FOUNDATION NOTES

1. ALL CONCRETE FOOTINGS AND SLABS SHALL BEAR UPON AND/OR PENETRATE INTO PROPERLY

COMPACTED FILL WHICH SHALL HAVE A MINIMUM IN-PLACE DENSITY OF 90% OF MAXIMUM

DENSITY AT OPTIMUM MOISTURE CONTENT AT THE PROJECT SITE. IN CASE OF EXPANSIVE CLAY

SOIL CONDITIONS, THE OWNER MUST CONSULT WITH A GEOTECHNICAL ENGINEER AND THE

FOUNDATION PLAN MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.

2. FOUNDATION WORK TO BE DONE PER 2022 CBC, CHAPTER 18.

3. THE SOILS IN TULARE COUNTY ARE GENERALLY CLASSIFED AS "SILTY SAND".

4. ENGINEERING DESIGN OF FOUNDATION IS BASED ON:

GEOTECHNICAL INVESTIGATION REPORT TITLED: 052-24055

DATE WHEN GEOTECHNICAL REPORT WAS PREPARED:SEPTEMBER 9, 2024

NAME OF GEOTECHNICAL ENGINEERING COMPANY: CTL-KRAZAN

PHONE NUMBER OF GEOTECHNICAL ENGINEER: (559) 592-3555

5. ENGINEERING DESIGN OF FOUNDATION IS BASED ON:

a) ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF FOR DEAD AND LIVE LOADS

AND 2,650 FOR WIND AND SEISMIC LOAD COMBINATIONS

b) EXPANSION INDEX NOT GREATER THAN 15;

c) ALLOWABLE SOIL FRICTION COEFFICIENT OF 0.25;

SHOULD THE ACTUAL SOIL CONDITIONS NOT BE EQUAL TO OR BETTER THAN THE MINIMUM

REQUIREMENTS SHOWN ABOVE, NOTIFY THE ENGINEER OF RECORD IMMEDIATELY.

6. NOTIFY THE GEOTECHNICAL ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING WORK

SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION

EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS

OUTLINED IN THE GEOTECHNICAL REPORT.

7. SOIL SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR THE CHECK

STRUCTURE FOUNDATIONS.

8. ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED PRIOR TO PLACEMENT OF

CONCRETE.

CITY OF VISALIA GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF VISALIA ENGINEERING

STANDARD SPECIFICATIONS AND ENGINEERING DESIGN & IMPROVEMENT STANDARDS, THE

PLANS, AND ALL OTHER CONTRACT DOCUMENTS. WHERE CITY STANDARD DETAILS ARE SHOWN

AS MODIFIED ON THESE PLANS, THE MODIFIED DETAIL SHALL BE USED.

2. AT LEAST 5 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE

INFORMATION SHOWN ON THESE PLANS WITH THE REFERENCED DOCUMENTS AND NOTIFY THE

CITY OF VISALIA OF ANY DISCREPANCIES, NOTIFY THE CITY OF VISALIA OF ANY AND ALL

CONFLICTS BETWEEN THIS SET OF PLANS AND THE ACTUAL SITE CONDITIONS, AND NOTIFY THE

CITY OF VISALIA CONSTRUCTION MANAGER WHEN CONSTRUCTION WILL COMMENCE. THE

PROJECT'S CONSTRUCTION MANAGER WILL BE ASSIGNED AFTER THE AWARD FOR

CONSTRUCTION.

3. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT

SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT

THE PROJECT ENGINEER, FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.

4. CITY OF VISALIA SHALL INSPECT ALL WORK PHASES FOR CONFORMANCE TO THE PLANS,

SPECIFICATIONS, AND CONTRACT DOCUMENTS. PRIOR TO CONSTRUCTION THE CONTRACTOR

SHALL BE RESPONSIBLE FOR VERIFYING ALL ITEMS THAT REQUIRE INSPECTION WITH THE CITY

INSPECTOR. REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT PRIOR CITY OF

VISALIA INSPECTIONS. LIKEWISE, CONCRETE AND OTHER IMPROVEMENTS SHALL NOT BE

COVERED WITH EARTH PRIOR TO CITY OF VISALIA INSPECTION. ANY INSPECTIONS TO BE

PERFORMED BY THE CITY SHALL REQUIRE 2 WORKING DAYS NOTICE. ANY WORK CONCEALED

WITHOUT INSPECTION WILL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS

EXPENSE.

5. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION

PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY

FOR THE JOB SITE CONDITIONS DURING CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS

AND PROPERTY, THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS.

6. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 5 WORKING DAYS IN ADVANCE OF

CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND SERVICE ALERT" (USA)

1-800-227-2600 OR 811.

7. CONTRACTOR SHALL EXPOSE ALL EXISTING UNDERGROUND PIPELINES OR OTHER

UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO

LAYING ANY GRAVITY PIPELINES.

8. MONUMENTS AND BENCHMARKS SHALL NOT BE DISTURBED WITHOUT THE CITY'S CONSENT.

9. ADJUST MANHOLES, VALVE BOXES AND OTHER UTILITY BOXES TO GRADE WITHIN NEWLY

CONSTRUCTED AREAS.

10. CONTRACTOR SHALL PROVIDE PEDESTRIAN, VEHICLE, WORKER, AND TREE PROTECTION AS

NECESSARY FOR THE FULL DURATION OF THE PROJECT.

11. CONTRACTOR SHALL INSTALL APPROVED TRAFFIC CONTROL SIGNS PRIOR TO COMMENCEMENT

OF ANY WORK.

12. CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS

THROUGH ALL PHASES OF CONSTRUCTION.

13. ALL EXCESS MATERIAL AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION OF THE PROJECT.

14. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY

ADJACENT TO WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.

15. THE LIMITS OF WORK ARE ENCOMPASSED BY THE RIGHT-OF-WAY AND TEMPORARY

CONSTRUCTION EASEMENTS, AND SHALL INCLUDE ONLY SUCH WORK AS IS SHOWN ON THESE

PLANS OR AS SPECIFIED IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS.

16. PRIOR TO CONSTRUCTING ANY IMPROVEMENTS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

TO VERIFY THAT ALL MATCH EXISTING ELEVATIONS SHOWN ON THE PLANS ARE ACCURATE AND

FOR VERIFYING THAT NONE OF THE MAXIMUM ACCESSIBILITY SLOPES ARE VIOLATED.

CONTRACTOR SHALL NOTIFY CITY PROJECT ENGINEER IMMEDIATELY IF ANY PROBLEMS EXIST.

ANY IMPROVEMENTS THAT REQUIRE REMOVAL AND REPLACEMENT BECAUSE OF THE

CONTRACTOR'S FAILURE TO COMPLY WITH THIS NOTE SHALL BE COMPLETED BY THE

CONTRACTOR AT HIS OWN EXPENSE.

17. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY, INCLUDING FEES, BONDS, PERMITS AND WORKING

CONDITIONS, ETC.

18. APPROPRIATE APPROVALS SHALL BE OBTAINED PRIOR TO PROCEEDING WITH ANY WORK IN THE VICINITY OF IRRIGATION DITCHES, CREEKS, ASSOCIATED IRRIGATION FACILITIES, AND RAILROADS

WHETHER OR NOT SHOWN ON THESE PLANS.

19. ANY LANDSCAPING AND/OR IRRIGATION DISTURBED OR DESTROYED BY CONSTRUCTION

ACTIVITIES SHALL BE REPLACED IN-KIND.

20. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING STABILIZED CONSTRUCTION

ENTRANCES IN ORDER TO REDUCE OR ELIMINATE TRACKING OF SEDIMENT ONTO PUBLIC

STREETS. ALL DRAINAGE PROTECTIVE DEVICES SUCH AS SWALES, INTERCEPTION DITCHES,

PROTECTIVE BERMS, CONCRETE CHANNELS, OR OTHER MEASURES DESIGNED TO PROTECT

IMPROVEMENTS FROM RUNOFF MUST BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF ANY

IMPROVEMENTS.

UTILITY COMPANY CONTACTS

SOUTHERN CALIFORNIA GAS COMPANY (Verified 10/1/24 AP)

AARON DOUGLAS (PRIMARY)

ADOUGLAS@SOCALGAS.COM

404 N. TIPTON ST

VISALIA, CA 93292

JEFF GOFORTH (BACKUP)

JGOFORTH@SOCALGAS.COM

404 N. TIPTON ST

VISALIA, CA 93292

PHONE: (213) 231-7384

SOUTHERN CALIFORNIA EDISON COMPANY (Verified 10/1/24 AP)

JENNIFER BRUMLEY

SENIOR PLANNING SPECIALIST

JENNIFER.BRUMLEY@SCE.COM

2425 S. BLACKSTONE AVE

TULARE, CA 93274

PHONE: (559) 631-0190

DANIEL GRUNDY

TRANSMISSION ESTIMATOR

PLANNING ADVISOR

2425 S. BLACKSTONE AVENUE

TULARE CA 93274

PHONE: (323) 427-9001

ATT (Verified 10/1/24 AP)

JASON MCCOY

JM2914@ATT.COM

217 W. ACEQUIA AVE

VISALIA, CA 93291

PHONE: (559) 304-7307

JACOB GARCIA

JG6813@ATT.COM

1250 E. ASHLAN AVE

FRESNO, CA 93704

PHONE: (559) 284-8455

COMCAST (Verified 10/1/24 AP)

GILBERT ALBIDREZ

GILBERT_ALBIDREZ@COMCAST.COM

2441 N. GROVE INDUSTRIAL DR

FRESNO, CA 93727

PHONE: (559) 356-4301

KAWEAH DELTA WATER CONSERVATION DISTRICT

LARRY DOTSON OR LUIS VERDUGO

2575 N. FARMERSVILLE BLVD

FARMERSVILLE, CA 93223

PHONE: (559) 747-5601

CALIFORNIA WATER SERVICE (Verified 10/1/24)

MIKE ANDRADA (PRIMARY)

MANDRADA@CALWATER.COM

216 N. VALLEY OAKS DRIVE

VISALIA, CA 93292

PHONE: (559) 624-1689

SEDELIA SANCHEZ (BACKUP)

SSANCHEZ@CALWATER.COM

216 N. VALLEY OAKS DRIVE

VISALIA, CA 93292

PHONE: (559) 624-1621

TULARE IRRIGATION DISTRICT

AARON FUKUDA

6826 AVE 240

TULARE, CA 93274

PHONE: (559) 686-3425

RAILROAD

STEVEN THOMAS

BENESCH CONSULTING

UNION PACIFIC RAILROAD

STHOMAS@BENESCH.COM

STEVEN SAMS

BENESCH CONSULTING

SAN JOAQUIN VALLEY RAIL REPRESENTATIVE

SSAMS@BENESCH.COM

ANH TRUONG

CALIFORNIA PUBLIC UTILITY COMMISSION

ANH.TRUONG@CPUC.CA.GOV

CITY OF VISALIA

RICK PAREDEZ

SANITARY SEWER AND STORM WATER COLLECTION

RICK.PAREDEZ@VISALIA.CITY

7579 AVE 288

VISALIA, CA 93277

PHONE: (559) 713-4273

CELL: (559) 799-5007

DANNY GALINDO

STREETS DEPARTMENT

DANNY.GALINDO@VISALIA.CITY

336 N. BEN MADDOX WAY

VISALIA, CA 93292

PHONE: (559) 713-4186

oOEOEOEOEOE o o o x x

OEOEOEOEOE

O E

O E >

LICENSE NO:

DESIGN ENGINEER:

SHEET

DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE

INCH. ADJUST SCALE FOR

REDUCED OR ENLARGED PLANS.

0 1"

PHASE:

PROJECT NO:

N C

R R

C T

Y O

E C

O U

MTK

83357

EJS, CBC

08/15/2025

139124002

4 27 8/

P M

G :\V is al ia _C ity o f-1

C am er on

C re ek \3

S he et

S et s\

_P la ns _M ap s\

N .d w g

-E m ily W ar d

0 250 500 1000

SCALE IN FEET

G P

U R

/1 5/

T b y P

P, IN

Th e fir m o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . e xp re ss ly re se rv es its co m m on la w co py rig ht a nd o th er a pp lic ab le pr op er ty rig ht s i n th es e pla ns

. T he se p lan s a re n ot to b e re pr od uc ed , c ha ng ed or co pie d in an y f or m o r m an ne r w ha tso ev er

, n or a re th ey to b e as sig ne d to a th ird p ar ty wi th ou t f irs t o bt ain ing th e wr itte n pe rm iss ion an d co ns en t o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . I n th e ev en t o f u na ut ho riz ed re us e of th es e pla ns b y a th ird p ar ty, t he th ird pa rty sh all h old th e fir m o f P ro vo st

Pr itc ha rd

E ng ine er ing G ro up

In c.

ha rm les s, an d sh all b ea r t he co st of

P ro vo st

Pr itc ha rd En gin ee rin g

Gr ou p, In c.' s l eg al fe es a ss oc iat ed w ith d ef en din g an d en fo rc ing th es e rig ht s.

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

T, S U

A, C

R N

-6

O N E

) 6

-1

) 6

-1 w w w

.p ro vo st an dp rit ch ar d.

co m

W WALNUT AVE

R D

CALDWELL AVE

R S

R D

CAMERON CREEK

CAMERON C

REEK

0 100 200 400

SCALE IN FEET

MEASUREMENT STRUCTURE SITE

R D

SHEET 5

(E) KAWEAH DELTA BASIN

SITE ACCESS

POTENTIAL STAGING

SITE (APPROX. 5,000

SQFT)

SHEET 6

POTENTIAL STAGING

SITE (APPROX. 5,000

SQFT)

RECTOR STRUCTURE

SITE ACCESS

E CHERRY AVE

0 100 200 400

SCALE IN FEET

RECTOR STRUCTURE SITE

0 100 200 400

SCALE IN FEET

LOVERS STRUCTURE SITE

POTENTIAL STAGING

SITE (APPROX. 5,000

SQFT)

SITE

ACCESS SHEET 7

SITE ACCESS

(E) PEARL WOODS

BASIN

(E) RR TRACKS

PROJECT SIGN LOCATION

(CONTRACTOR TO FIELD

VERIFY LOCATION) 21

MULTICORELINK:5 MEASUREMENT SITE PLAN-SHEET

MULTICORELINK:10 RECTOR GRADING PLAN-SHEET

MULTICORELINK:7 LOVERS SITE PLAN-SHEET

MULTICOREVIEWLINK:SHEET,PROJECT SIGN DETAILS

TOP 357.9±

MATCH (E)

TL 358.00

TS 358.50

FG 358.00

TS 358.50

FG 358.00

TL 358.00

TOP 357.8±

MATCH (E)

TOP 357.9±

MATCH (E)

TL 358.00

TS 358.50

FG 358.00

TS 358.50

FG 358.00

TL 358.00

TOP 358.1±

MATCH (E)

TOE 347.6±

MATCH (E)

TOE 347.50

TOE 347.2±

MATCH (E)

TOE 347.3±

MATCH (E)

TOE 347.6±

MATCH (E)

TOE 347.50

TS 358.50

FG 358.00

TS 358.50

FG 358.00

TS 358.50

FG 358.00

TS 358.50

FG 358.00

10'

LINING

10'

RIP RAP

10'

RIP RAP

10'

LINING

18'

20'

23'

17'

19'

24'

N:1998674.27 E:6495769.29

N:1998668.85 E:6495753.17

N:1998612.14 E:6495770.06

N:1998617.00 E:6495786.35

LICENSE NO:

DESIGN ENGINEER:

SHEET

DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE

INCH. ADJUST SCALE FOR

REDUCED OR ENLARGED PLANS.

0 1"

PHASE:

PROJECT NO:

N C

R R

C T

Y O

E C

O U

MTK

83357

EJS, CBC

08/15/2025

139124002

5 27 8/

P M

G :\V is al ia _C ity o f-1

C am er on

C re ek \3

S he et

S et s\

_P la ns _M ap s\

N .d w g

-E m ily W ar d

0 2.5 5 10

SCALE IN FEET

G P

U R

/1 5/

T b y P

P, IN

Th e fir m o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . e xp re ss ly re se rv es its co m m on la w co py rig ht a nd o th er a pp lic ab le pr op er ty rig ht s i n th es e pla ns

. T he se p lan s a re n ot to b e re pr od uc ed , c ha ng ed or co pie d in an y f or m o r m an ne r w ha tso ev er

, n or a re th ey to b e as sig ne d to a th ird p ar ty wi th ou t f irs t o bt ain ing th e wr itte n pe rm iss ion an d co ns en t o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . I n th e ev en t o f u na ut ho riz ed re us e of th es e pla ns b y a th ird p ar ty, t he th ird pa rty sh all h old th e fir m o f P ro vo st

Pr itc ha rd

E ng ine er ing G ro up

In c.

ha rm les s, an d sh all b ea r t he co st of

P ro vo st

Pr itc ha rd En gin ee rin g

Gr ou p, In c.' s l eg al fe es a ss oc iat ed w ith d ef en din g an d en fo rc ing th es e rig ht s.

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

T, S U

A, C

R N

-6

O N E

) 6

-1

) 6

-1 w w w

.p ro vo st an dp rit ch ar d.

co m

CAMERON CREEK

(E) OAK TREE

PROTECT IN PLACE

CONSTRUCTION LEGEND

MS CONSTRUCT MEASUREMENT

STRUCTURE

CW CONSTRUCT CUTOFF WALL

(E) TOE

(E) TOP

TOP

(E) TOE

CH CATWALK AND HANDRAILS

WF F&I WROUGHT IRON FENCE

F&I FGB 1370-1804 RUBICON GATE

F&I RIP RAP

CONSTRUCT CANAL LINING

PROVIDE KNOX BOX KEY SYSTEM

FOR THE VISALIA FIRE DEPT., PER

CFC SECTION 506.1 TO BE INSTALLED

IN APPROVED LOCATION.

MULTICOREVIEWLINK:SHEET,CUTOFF WALL

MULTICOREVIEWLINK:SHEET,Plan View MULTICOREVIEWLINK:SHEET,Plan View

MULTICOREVIEWLINK:SHEET,CANAL LINING

MULTICOREVIEWLINK:SHEET,Catwalk and Handrails Details(2) MULTICOREVIEWLINK:SHEET,Catwalk and Handrails Details(2)

MULTICOREVIEWLINK:SHEET,UTIR-D-FULL CHANNEL RIP RAP

MULTICOREVIEWLINK:DETAILS 6,FENC-A-Wrought Iron Fence

TS 342.50

FG 340.50

TS 342.50

FG 340.50

TS 342.50

FG 340.50

TS 342.50

FG 342.00

TS 342.50

FG 342.00

TS 342.50

FG 342.00

TS 342.50

FG 342.00

TS 342.50

FG 340.50

TOE 334.00

TOE 334.00 TOE 334.00

TOE 334.00

TL 340.50TL 340.50

TL 342.00

TOP 340.5±

MATCH (E)

TOE 333.9±

MATCH (E)

TOE 334.0±

MATCH (E)

TOP 342.3±

MATCH (E)

TOP 340.6±

MATCH (E)

TOE 333.9±

MATCH (E)

TOE 334.0±

MATCH (E)

TOP 341.7±

MATCH (E)

10'

RIP RAP

10'

LINING

10'

LINING

10'

RIP RAP

13' 9'

14'

12' 9'

16'

N:1994640.24 E:6489418.55

N:1994640.29 E:6489433.55

N:1994605.29 E:6489433.67

N:1994605.24 E:6489418.67

LICENSE NO:

DESIGN ENGINEER:

SHEET

DATE:

JOB NO:

DRAFTED BY: CHECKED BY:

ORIGINAL SCALE SHOWN IS ONE

INCH. ADJUST SCALE FOR

REDUCED OR ENLARGED PLANS.

0 1"

PHASE:

PROJECT NO:

N C

R R

C T

Y O

E C

O U

MTK

83357

EJS, CBC

08/15/2025

139124002

6 27 8/

P M

G :\V is al ia _C ity o f-1

C am er on

C re ek \3

S he et

S et s\

_P la ns _M ap s\

R G

N .d w g

-E m ily W ar d

0 2.5 5 10

SCALE IN FEET

G P

U R

/1 5/

T b y P

P, IN

Th e fir m o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . e xp re ss ly re se rv es its co m m on la w co py rig ht a nd o th er a pp lic ab le pr op er ty rig ht s i n th es e pla ns

. T he se p lan s a re n ot to b e re pr od uc ed , c ha ng ed or co pie d in an y f or m o r m an ne r w ha tso ev er

, n or a re th ey to b e as sig ne d to a th ird p ar ty wi th ou t f irs t o bt ain ing th e wr itte n pe rm iss ion an d co ns en t o f P ro vo st

Pr itc ha rd E ng ine er ing

G ro up , I nc . I n th e ev en t o f u na ut ho riz ed re us e of th es e pla ns b y a th ird p ar ty, t he th ird pa rty sh all h old th e fir m o f P ro vo st

Pr itc ha rd

E ng ine er ing G ro up

In c.

ha rm les s, an d sh all b ea r t he co st of

P ro vo st

Pr itc ha rd En gin ee rin g

Gr ou p, In c.' s l eg al fe es a ss oc iat ed w ith d ef en din g an d en fo rc ing th es e rig ht s.

Know what's below.

Call before you dig.

WARNING

POWER LINES

OVERHEAD

T, S U

A, C

R N

-6

O N E

) 6

-1

) 6

-1 w w w

.p ro vo st an dp rit ch ar d.

co m

25CONSTRUCTION LEGEND

CW CONSTRUCT CUTOFF WALL

(E) TOE

(E) TOP

(E) TOE

(E) TOP

CAMERON CREEK

TOP

CLRR

CH CATWALK AND HANDRAILS

WF F&I WROUGHT IRON FENCE

CONSTRUCT CANAL LINING

F&I RIP RAP

CONSTRUCT RECTOR CHECK

STRUCTURE

FM FLOWMETER VAULT

PROVIDE KNOX BOX KEY SYSTEM

FOR THE VISALIA FIRE DEPT., PER

CFC SECTION 506.1 TO BE INSTALLED

IN APPROVED LOCATION.

MULTICOREVIEWLINK:SHEET,Plan View MULTICOREVIEWLINK:SHEET,Plan View

MULTICOREVIEWLINK:SHEET,CUTOFF WALL

MULTICOREVIEWLINK:SHEET,Catwalk and Handrails Details MULTICOREVIEWLINK:SHEET,Catwalk and Handrails Details

MULTICOREVIEWLINK:SHEET,CANAL LINING

MULTICOREVIEWLINK:SHEET,UTIR-D-FULL CHANNEL RIP RAP

MULTICOREVIEWLINK:ELECTRICAL DETAILS 1,Mag Meter Vault MULTICOREVIEWLINK:ELECTRICAL…

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

File details come from the government source that posted it. Updated Sep 5, 2025.