© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

PROJECT SITE MAP SHEET INDEXVICINITY MAP

PROJECT

SITE

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MT. SHASTA

SUBMITTAL

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ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL

COVER SHEET G-001

N.T.S.

ARR

ARR

TMT

N

PROJECT

SITE

PIONEER

LAKE SISKIYOU

HATCHERY

OLD STAGE RD.

DRAWING SHEET

NUMBER SHEET TITLE

G-001 1 COVER

G-002 2 NOTES

V-101 3 CONTROL

CX-101 4 DEMO PLAN

C-101 5 PLAN AND PROFILE

C-102 6 PLAN AND PROFILE

C-501 7 DETAILS

C-502 8 DETAILS

SYMBOLS

CLEANOUT

CONTROL POINT

ELECTRICAL PULLBOX

EXTERIOR LIGHT

POLE ANCHOR

IRRIGATION SPRINKLER

IRRIGATION VALVE BOX

POLE

SANITARY SEWER MANHOLE

STANDPIPE

TREE

TREE STUMP

UTILITY POST / BOLLARD

UTILITY VALVE

WATER HOSE BIB

WATER VALVE BOX

LINETYPES:

CONCRETE

CONTOUR MAJOR

CONTOUR MINOR

EDGE OF PAVEMENT

EDGE OF ROAD

FENCE

PIPE

WALL

E

S

W

HB

HATCH:

BUILDING

CONCRETE

DEMOLITION

WOOD

SUBMITTAL

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SHEET IDENTIFICATION

OF KSN PROJECT FILE NO.SHEETVERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE

1"½"0

ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL

NOTE SHEET G-002

N.T.S.

ARR

ARR

TMT

SYMBOLS

CIVIL NOTES ABBREVIATIONS

CLEARING AND GRUBBING:

1. THE CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS IN WHICH WORK IS TO BE

PERFORMED IN THEIR ENTIRETY, INCLUDING BUT NOT LIMITED TO PROJECT SITE

AREAS, HAUL ROADS, ETC. ALL VEGETATION, METAL, ROCKS, ASPHALT, CONCRETE,

WOOD, DEBRIS, AND RUBBISH SHALL BE REMOVED AND PROPERLY DISPOSED OF

OFF-SITE. UNDER NO CIRCUMSTANCES ARE THE CLEARED AND GRUBBED MATERIALS

TO BE BURNED AT THE PROJECT SITE, DUMPED INTO ANY WATERWAY, OR BURIED ON

THE PROJECT SITE.

2. TREES REMOVED SHALL HAVE THEIR ROOTS REMOVED UP TO THE DEPTH REQUIRED

FOR INSTALLATION OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS

RESPONSIBLE FOR DISPOSAL OF THE TREE CARCASS AND ANY ROOT NETWORK

DISCOVERED DURING FURNISHING OF NEW OR DEMOLISHED UTILITIES.

DEMOLITION:

1. CONTRACTOR SHALL SALVAGE TO CDFW ANY MATERIALS DESIGNATED BY THE

ENGINEER WHICH ARE REMOVED DURING DEMOLITION. MATERIALS TO BE SALVAGED

SHALL BE NEATLY STOCKPILED AT THE PROJECT SITE AT AN AREA DESIGNATED BY

THE CDFW REPRESENTATIVE AND/OR ENGINEER.

POLLUTION, DUST AND SEDIMENT CONTROL:

1. THE CONTRACTOR SHALL NOT DISCHARGE SMOKE, DUST, OR ANY OTHER AIR

CONTAMINANTS INTO THE ATMOSPHERE IN SUCH QUANTITY AS WILL VIOLATE THE

REGULATIONS OF ANY LEGALLY CONSTITUTED AUTHORITY.

2. THE CONTRACTOR SHALL EXERCISE EVERY REASONABLE PRECAUTION TO PROTECT

STREAMS, WATERWAYS, AND OTHER BODIES OF WATER FROM POLLUTION WITH OILS,

FUELS, BITUMENS, CALCIUM CHLORIDE, OR OTHER HARMFUL MATERIALS. THE

CONTRACTOR SHALL EXERCISE CARE TO PRESERVE AND PROTECT THE LAND

ADJACENT TO THE PROJECT SITE.

3. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE AND CLEAR OF RUBBISH AND

DEBRIS.

4. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL KEEP ALL AREAS

GENERATING DUST WITHIN THE LIMITS OF THE PROJECT WELL WATERED DURING

THE TERM OF THIS CONTRACT. THE CONTRACTOR SHALL DEDICATE AT LEAST ONE (1)

WATER TRUCK FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE FOR, BUT

NOT LIMITED TO, THE FOLLOWING AREAS: ON-SITE EMBANKMENT FILL OR

EXCAVATION AREAS, ACCESS AND HAUL ROADS, THE PROJECT SITE AREA, OTHER

CONSTRUCTION USE AREAS, AND ANY OTHER AREAS THAT MAY GENERATE DUST AS

A RESULT OF CONTRACTOR'S OPERATIONS. CONTRACTOR SHALL PROVIDE DUST

CONTROL MEASURES DURING EVENINGS, WEEKENDS, AND HOLIDAYS.

5. THE CONTRACTOR SHALL KEEP ALL PUBLIC AND CDFW ROADWAYS ADJACENT TO

THE PROJECT SITE FREE AND CLEAR OF MUD DURING THE TERM OF THIS CONTRACT.

THIS INCLUDES THE CONTRACTOR INSTALLING AND MAINTAINING APPROVED BEST

MANAGEMENT PRACTICES (BMPs) TO ENSURE SEDIMENT IS CONTAINED.

PRESERVATION OF EXISTING UTILITIES AND IMPROVEMENTS:

1. THE APPROXIMATE LOCATION OF KNOWN OVERHEAD AND UNDERGROUND UTILITIES,

DISCHARGE PIPES, ETC. ARE SHOWN ON THE PLANS FOR THE INFORMATION OF THE

CONTRACTOR. THE TYPE, LOCATION, SIZES AND/OR DEPTHS OF EXISTING UTILITIES,

AS SHOWN ON THESE IMPROVEMENT PLANS, WERE OBTAINED FROM SOURCES OF

VARYING RELIABILITY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE

ACTUAL LOCATION OF UTILITIES AND IMPROVEMENTS WHICH MAY BE SUBJECT TO

DAMAGE BY REASON OF HIS OPERATIONS, PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR

COMPLETENESS OF SAID INFORMATION,

2. A MINIMUM OF 24 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE

CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT, (USA), AT

1-800-642-2444. THE USA AUTHORIZATION NUMBER SHALL BE KEPT AT THE JOB SITE.

IN ADDITION, CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE

RESPECTIVE UTILITIES AND PUBLIC AGENCIES REGARDING THE VERIFICATION OF

LOCATION AND THE PROTECTION OF EXISTING FACILITIES AND IMPROVEMENTS

DURING CONSTRUCTION.

3. SHOULD THE CONTRACTOR IDENTIFY, OR BECOME AWARE OF A UTILITY THAT IS NOT

SHOWN ON THE PLANS, OR A UTILITY WHOSE LOCATION IS DIFFERENT FROM THAT

SHOWN ON THE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CDFW

REPRESENTATIVE AND THE ENGINEER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION AND

PROTECTION OF ALL EXISTING UTILITIES AND IMPROVEMENTS WITHIN THE LIMITS OF

THE PROJECT DURING THE TERM OF THE CONTRACT.

5. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING IRRIGATION AND

DRAINAGE FACILITIES INCLUDING BUT NOT LIMITED TO DITCHES, CROSSINGS,

DISTRIBUTION BOXES, ETC. DURING THE TERM OF THE CONTRACT. THE EXISTING

IRRIGATION AND DRAINAGE FACILITIES MUST REMAIN FULLY OPERATIONAL DURING

THE PERIOD OF CONSTRUCTION UNLESS PREVIOUSLY APPROVED BY THE CDFW

REPRESENTATIVE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE

UTILITIES: THE PROVIDING OF TEMPORARY UTILITIES, THE MODIFICATION OF

EXISTING UTILITY SERVICES, THE RELOCATION OF EXISTING UTILITY SERVICES

AND/OR THE INSTALLATION OF NEW UTILITY SERVICES AS REQUIRED BY THESE

PLANS AND SPECIFICATIONS. CONTRACTOR SHALL PAY ALL UTILITY CHARGES AND

FEES ASSOCIATED WITH THE PERMANENT AND TEMPORARY UTILITY SERVICES.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING VALVE AND METER BOXES,

MANHOLES, CATCH BASINS, ETC., TO REMAIN AT FINISH GRADE.

GENERAL NOTES:

1. IT IS THE INTENT OF THESE PLANS TO PRESCRIBE THE DETAILS FOR THE

CONSTRUCTION OF THE WORK WHICH THE CONTRACTOR UNDERTAKES TO PERFORM

IN ACCORDANCE WITH THE TERMS OF THE CONTRACT. WHERE THE PLANS OR

SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS, BUT NOT IN

COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST PRACTICE IS TO

PREVAIL AND THAT ONLY MATERIAL AND WORKMANSHIP OF THE FIRST QUALITY ARE

TO BE USED. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL FURNISH ALL

LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS AND DO ALL THE WORK

INVOLVED IN EXECUTING THE CONTRACT IN A SATISFACTORY AND WORKMANLIKE

MANNER.

2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, COUNTY,

AND LOCAL LAWS AND REGULATIONS AS REQUIRED FOR TRAFFIC CONTROL AND

PUBLIC SAFETY DURING THE CONSTRUCTION OF THE PROJECT. ALL WORK SHALL BE

PERFORMED IN ACCORDANCE WITH APPLICABLE OSHA REGULATIONS.

3. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, THE CONTRACTOR ASSUMES SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND

PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE

LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,

INDEMNIFY, AND HOLD CDFW AND THE ENGINEER HARMLESS FROM ANY AND ALL

LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK

ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE

OF CDFW OR THE ENGINEER.

4. THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE FOR JOB SITE SECURITY OF

HIS PLANT AND EQUIPMENT. CDFW WILL NOT BE RESPONSIBLE FOR MISSING OR

DAMAGED EQUIPMENT, TOOLS, OR PERSONAL BELONGINGS.

5. ALL IMPROVEMENTS TO BE DONE PURSUANT TO THIS CONTRACT SHALL BE IN

ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.

6. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATED

THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED IN THESE PLANS, OR

SHOULD IT APPEAR THAT THERE IS A CHANGE IN SITE CONDITIONS, OR AN

ADJUSTMENT MUST BE MADE TO THE WORK REQUIREMENTS, THE CONTRACTOR

SHALL CONTACT THE CDFW REPRESENTATIVE AND/OR ENGINEER FOR SUCH

FURTHER CLARIFICATIONS AS MAY BE NECESSARY.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE

WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE CDFW REPRESENTATIVE OR

ENGINEER.

8. THE CONTRACTOR SHALL NOTIFY THE CDFW REPRESENTATIVE OR THE ENGINEER A

MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY WORK.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING PRIMARY VERTICAL AND

HORIZONTAL CONTROLS IN THE IMMEDIATE VICINITY OF THE PROJECT SITE, ALL

GRADE STAKES, AND CONSTRUCTION CONTROLS AS MAY BE REQUIRED TO

CONSTRUCT THE PROJECT INCLUDING, BUT NOT LIMITED TO, SETTING ELEVATIONS,

GRADE CONTROL, DIMENSION STAKES, ETC..

10. THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFICIENCIES IDENTIFIED BY

THE CDFW REPRESENTATIVE OR THE ENGINEERS DURING INSPECTIONS, OR FINAL

INSPECTION OF THE WORK. FINAL ACCEPTANCE OF THE PROJECT WILL NOT BE MADE

UNTIL ALL IDENTIFIED DEFICIENCIES HAVE BEEN CORRECTED. ANY ADDITIONAL

COSTS OR EXPENSES ASSOCIATED WITH THE CORRECTION OF THE DEFICIENCIES,

INCLUDING BUT NOT LIMITED TO MOBILIZATION, DEMOBILIZATION, LABOR,

EQUIPMENT, MATERIALS, ETC., SHALL BE BORNE BY THE CONTRACTOR.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS ALONG THE

CDFW ACCESS ROADS AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR

SHALL IMMEDIATELY REPAIR ANY DAMAGE TO THE ACCESS ROADS OR RAMPS

RESULTING FROM CONTRACTOR'S OPERATIONS.

12. NO GEOTECHNICAL EVALUATION HAS BEEN PREFORMED PRIOR TO THE DESIGN OF

THIS PROJECT. THE CONTRACTOR SHOULD BE AWARE THAT HIGH GROUNDWATER

LEVELS HAVE BEEN OBSERVED IN THE AREA OF CONSTRUCTION.

13. CONTRACTOR IS RESPONSIBLE FOR THE PRESERVATION OF SURVEY MONUMENTS LOCATED

WITHIN THE AREA OF WORK HEREIN PERMITTED. PRIOR TO THE START OF CONSTRUCTION,

CONTRACTOR SHALL ENSURE THAT SURVEY MONUMENTS THAT POTENTIALLY MAY BE

DISTURBED SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURVEY AND A

CORNER RECORD BE FILED WITH THE COUNTY SURVEYOR. ANY SURVEY MONUMENTS

DISTURBED DURING THE COURSE OF CONSTRUCTION SHALL BE REESTABLISHED BY A

LICENSED LAND AND ANOTHER CORNER RECORD FILED WITH THE COUNTY SURVEYOR.

(LAND SURVEYORS' ACT SECTION 8771).

CLEANUP

1. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK,

AND UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP

THE PREMISES OCCUPIED BY HIM IN A CLEAN AND ORDERLY CONDITION, DISPOSING

OF REFUSE IN A MANNER SATISFACTORY TO THE CDFW REPRESENTATIVE AND/OR

ENGINEER.

2. THE CONTRACTOR, UPON COMPLETION OF ALL WORK, SHALL RESTORE THE PROJECT

SITE AND ALL ACCESS ROADS, HAUL ROADS, AND THE AREAS SURROUNDING THE

PROJECT SITES TO THE CONDITION EXISTING PRIOR TO COMMENCEMENT OF WORK

AND IN A MANNER SATISFACTORY TO THE CDFW REPRESENTATIVE AND/OR

ENGINEER.

ACCESS AND HAUL ROADS:

1. THE CONTRACTOR SHALL MAINTAIN THE ACCESS AND HAUL ROADS TO THE PROJECT

SITE AS NECESSARY TO COMPLETE THE CONSTRUCTION AND AS REQUIRED BY THE

CDFW REPRESENTATIVE.

2. THE MAXIMUM ALLOWABLE SPEED LIMIT ON ALL CDFW AND ACCESS ROADS SHALL BE

15 MPH UNLESS OTHERWISE POSTED. THE MAXIMUM ALLOWABLE SPEED LIMIT ON

ALL HAUL ROADS SHALL BE 15 MPH.

3. CONSTRUCTION WORK SIGNING SHALL BE PLACED AT THE ACCESS POINTS OF THE

PROJECT WORK.

4. OTHER CONSTRUCTION USE AREAS MAY REQUIRE ADDITIONAL CONSTRUCTION

SIGNING AS MAY BE DESIGNATED BY THE CDFW REPRESENTATIVE OR BY THE

ENGINEER.

5. THE CONTRACTOR SHALL SUBMIT ANY ALTERNATIVE ACCESS ROUTES TO THE CDFW

REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE

CONTRACTOR'S EQUIPMENT SHALL BE RESTRICTED TO OPERATE ONLY ON THOSE

ROADS AND WITHIN THOSE SPECIFIED WORK AREAS AFTER APPROVAL OF THE

PROPOSED ACCESS ROUTES. UPON COMPLETION OF THE PROJECT, SOME PORTIONS

OF THE ACCESS AND/OR HAUL ROADS MAY REQUIRE MINOR MODIFICATIONS AND

ALTERATIONS. THE ACCESS ROADS WHICH REMAIN SHALL BE LEFT IN GOOD

CONDITION FOR CDFW.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAKING ANY NECESSARY

IMPROVEMENTS, MODIFICATIONS, AND ALTERATION TO MEET HIS REQUIREMENT AND

FOR THE MAINTENANCE AND EXPENSE THEREOF.

7. THE CONTRACTOR SHALL EXTEND, STRENGTHEN, REPLACE, OR OTHERWISE MODIFY

THE EXISTING CROSSINGS (E.G. CULVERTS, DRAIN PIPES, IRRIGATION PIPES, WET

SPOTS, ETC.) AS NECESSARY TO ACCOMMODATE HIS EQUIPMENT. THE CONTRACTOR

SHALL PROVIDE WHATEVER MEASURES ARE NECESSARY TO PRESERVE, PROTECT,

AND MAINTAIN THE CROSSINGS SO AS TO ENSURE CONTINUOUS AND

UNINTERRUPTED CONSTRUCTION OPERATIONS DURING THE ENTIRE TERM OF THIS

CONTRACT. CONTRACTOR SHALL SUBMIT TO THE CDFW REPRESENTATIVE AND

ENGINEER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, DETAILS OF THE

MODIFICATIONS PROPOSED TO PROTECT EACH OF THE CROSSINGS.

8. NEITHER CDFW NOR THE ENGINEER MAKE ANY WARRANTY OR GUARANTEE AS TO

THE ADEQUACY OF THE EXISTING NATIVE MATERIALS TO SUPPORT THE

CONSTRUCTION TRAFFIC ON THE ACCESS ROADS. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR MAKING THE NECESSARY IMPROVEMENTS AND PROVIDING THE

NECESSARY MEASURES REQUIRED TO ACCOMMODATE HIS ANTICIPATED NEEDS.

9. THE CONTRACTOR SHALL SECURE ALL OTHER ACCESS AND OR HAUL ROAD

EASEMENTS AS MAY BE REQUIRED WITH THE INDIVIDUAL PROPERTY OWNERS FOR

ALL NON-CDFW AND/OR PUBLIC ACCESS ROADS.

10. THE CONTRACTOR SHALL BE RESTRICTED TO THE USE OF HIGHWAY LEGAL SIZED

TRUCKS AND TRAILERS AND OTHER EQUIPMENT OPERATIONS OVER THE

DESIGNATED ROADS, UNLESS OTHERWISE APPROVED BY THE CDFW

REPRESENTATIVE. SCRAPERS AND OFF HIGHWAY HAULING EQUIPMENT WILL NOT BE

ALLOWED.

11. PRIOR TO SUBSTANTIAL COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

REPAIR AND RESTORE THE CDFW ACCESS ROUTES TO THE CONDITION THAT EXISTED

PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL

VIDEO OR OR PHOTOGRAPH THE ACCESS AND STAGING AREAS USED PRIOR TO

CONSTRUCTION TO VERIFY PRE-CONSTRUCTION AND POST-CONSTRUCTION

CONDITIONS WITH THE CDFW REPRESENTATIVE.

ABBREVIATION DESCRIPTION

AB ANCHOR BOLT/AGGREGATE BASE

APPROX APPROXIMATE

AVE AVERAGE

BC BEGIN HORIZONTAL CURVE

BK BACK

BM BENCH MARK

BVC BEGIN VERTICAL CURVE

CC OR C/C CENTER TO CENTER

CDFW CALIFORNIA DEPARTMENT OF

FISH AND WILDLIFE

C.I. FRAME CAST IRON FRAME

CL CENTER LINE

CRSP CONCRETE ROCK SLOPE

PROTECTION

CTR CENTER

DI DUCTILE IRON

DIM DIMENSION

DWG DRIVEWAY

DEMO DEMOLISH

DET DETAIL

(E) EXISTING

EG EXISTING GRADE / FOR EXAMPLE

E.G. EXEMPLI GRATIA

EL ELEVATION

ELEV ELEVATION

EMB EMBANKMENT

ER END OF RETURN

ES EDGE OF SHOULDER

ESCP EXTRA STRENGTH CONCRETE

PIPE

ETC ET CETERA

EXP JT EXPANSION JOINT

F & C FRAME AND COVER

F & G FRAME AND GRATE

FD FOUND

FG FINISHED GRADE

FIN FINISH

FR RD FRONTAGE ROAD

FT FOOT

GR GRADE / GRATE / GUARD RAILING

GV GAS VALVE

H HEIGHT

HB HOSE BIB

HWY HIGHWAY

IB IMPORTED BORROW

I.D. INNER DIAMETER

INTX INTERSECTION

IR IRON ROD

JP JOINT POLE

JS JUNCTION STRUCTURE

KV KILOVOLT

LD LANDSCAPE DRAIN

LN LANE

LOC LOCATION

LYT LAYOUT

ABBREVIATION DESCRIPTION

MAJ MAJOR

MB MACHINE BOLT

MED MEDIAN

MI MILES

MID MIDDLE

MKR MARKER

MN MAIN

MOD MODIFIED

MON MONUMENT

MPH MILES PER HOUR

MIN MINIMUM

MTL MATERIAL

MTR METER

N.T.S. NOT TO SCALE

NAT NATURAL

NB NORTHBOUND

NE NORTHEAST

NGS NATIONAL GEOLOGIC SURVEY

NORM NORMAL

NW NORTHWEST

ORIG ORIGINAL

OUT OUTLET

O.D. OUTSLIDE DIAMETER

PBM PRECISE BENCH MARK

PC POINT ON CURVE

PCC POINT OF COMPOUND CURVE

PCP PERFORATED CONCRETE PIPE

PCVC POINT OF COMPOUND VERTICAL

CURVE

PERP PERPENDICULAR

PG PROFILE GRADE

POB POINT OF BEGINNING

POC POINT ON HORIZONTAL CURVE

POT POINT ON TANGENT

POVC POINT ON VERTICAL CURVE

PRC POINT OF REVERSE CURVE

PRI PRIMARY

PC PRIMARY CONTROL

POC POINT OF CONNECTION

PRVC POINT OF REVERSE VERTICAL

CURVE

PVC POLYVINYL CHLORIDE

R/RAD RADIUS / RADIAL

R&D REMOVE AND DISPOSE

RB REBAR

RD ROAD

REF REFERENCE

RL REFERENCE LINE

RND ROUND

RP REFERENCE POINT

RR RAILROAD

RT RIGHT / ROUTE

RW RETAINING WALL

RVS REVERSE

S SLOPE / SOUTH

S/M OR SM SELECTED MATERIAL

SALV SALVAGE

SB SOUTHBOUND

SBM STANDARD BENCH MARK DISK

ABBREVIATION DESCRIPTION

SE SOUTHEAST

SF SQUARE FOOT

SFN SEARCH FOUND NOTHING

SG SUBGRADE

SGL SINGLE

SHLD SHOULDER

SL SEA LEVEL / SECTION LINE

SPK SPIKE

SQYD SQUARE YARD

SST STAINLESS STEEL

ST STREET

STA STATION

STK STAKE

STR STRUCTURE

STR GR STRAIGHT GRADE

SURF SURFACING

SW SIDEWALK / SOUTHWEST

SWR SEWER

SY SQUARE YARD

TAN TANGENT

TBM TEMPORARY BENCH MARK

TCB TRAFFIC CONTROL BOX

TEL TELEPHONE

TEMP TEMPORARY

TG TOP OF GRATE

TH TEST HOLE

TMBR TIMBER

TOT TOTAL

TOW TOP OF WALK

TP TURNING POINT

TRANS TRANSITION

UNMKD UNMARKED

UP UNDERPASS / UTILITY POLE

USA UNDERGROUND SERVICE ALERT

USC&GS UNITED STATES COAST &

GEODETIC SURVEY

USGS UNITED STATES GEODETIC

SURVEY

UTL UTILITY

VAL VALLEY

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VLT VAULT

VOL VOLUME

VP VENT PIPE

VPI VERTICAL POINT OF

INTERSECTION

W WEST / WIDTH

WB WESTBOUND

WD WOOD

WH WEEP HOLE

WK WALK

WP WATER PUMP / WEATHER PROOF

W/ WITH

XING CROSSING

YD YARD

TEMPORARY SEPTIC TANK PUMPING:

1. TO MAINTAIN UNINTERRUPTED SEPTIC SERVICE DURING CONSTRUCTION ACTIVITIES

AFFECTING THE EXISTING 2,000-GALLON SEPTIC TANK, THE CONTRACTOR SHALL

PROVIDE TEMPORARY PUMPING AND HAULING SERVICES. PUMPING FREQUENCY

SHOULD BE BASED ON ESTIMATED DAILY USAGE, TYPICALLY EVERY 3 TO 7 DAYS FOR

RESIDENTIAL USE.

2. THE CONTRACTOR IS RESPONSIBLE FOR RENTING OR CONTRACTING PROPERLY

EQUIPPED VACUUM TRUCKS TO REMOVE BOTH SOLIDS AND LIQUIDS FROM THE TANK

AND TO TRANSPORT WASTE TO A LICENSED TREATMENT FACILITY IN FULL

COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. EMERGENCY

SERVICES MUST BE AVAILABLE WITHIN FOUR HOURS TO RESPOND TO BACKUPS OR

OVERFLOWS, AND ALL SYSTEMS MUST BE SECURED TO PREVENT LEAKAGE, ODORS,

OR ENVIRONMENTAL CONTAMINATION.

3. ALL NECESSARY PERMITS FOR PUMPING, TRANSPORT, AND TEMPORARY STORAGE

MUST BE OBTAINED BY THE CONTRACTOR, WITH PROPER NOTIFICATION TO THE

LOCAL HEALTH DEPARTMENT IF REQUIRED. TEMPORARY PUMPING SERVICES WILL BE

TERMINATED ONLY WHEN THE CONSTRUCTION IMPACT IS RESOLVED, THE TANK IS

INSPECTED, AND THE SYSTEM IS READY FOR NORMAL OPERATION.

MEL

O

RO

AD

OLD STAGE ROAD

OLD STAGE ROAD

A BARN ROAD

HA

TC

HE

RY

LA

NE

JESSIE STREET

BASIS OF SURVEY CONTROL:

ALL COORDINATES, BEARINGS, AND DISTANCES ARE GRID, AND BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83 2011), 2010.00 EPOCH DATE ADJUSTMENT, CONVERTED TO THE CALIFORNIA COORDINATE SYSTEM OF1983, ZONE1 (CCS83, ZONE1), SURVEY FEET UNITS, AS REFERENCED BY

NGS/OPUS/CORS CONTROL OBSERVATIONS AND MONUMENTS. MULTIPLY GROUND DISTANCES BY

0.9997674219 TO OBTAIN GRID DISTANCES. ELEVATIONS ARE BASED ON THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) AND DERIVED FROM GPS/GNSS OBSERVATIONS UTILIZING

GEOID18. THE COMBINED SCALE FACTOR AND CONVERGENCE ANGLE OF -0°12'55.2" WERE

DETERMINED AT CONTROL POINT 501 OF THE PRIMARY SURVEY CONTROL NETWORK.

CONTROL TABLE

POINT #

NORTHING

2359901.64

2359573.74

2359709.46

2359843.96

2359731.77

2359520.32

2359595.84

EASTING

6471195.12

6470863.12

6471130.63

6471329.14

6471309.53

6470717.35

6471007.30

ELEVATION

3450.12

3449.00

3450.35

3450.48

3449.81

3444.73

3446.82

DESCRIPTION

SET REBAR & ALUMINUM CAP KSN CONTROL

FOUND GEAR SPIKE

SET MAG NAIL & SHINER

SET MAG NAIL & SHINER

SET HUB & TACK

SET MAG NAIL & SHINER

SET REBAR & CAP KSN CONTROL

SUBMITTAL

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DESIGN BY

DRAWN BY

CHECK BY

DATE

SHEET IDENTIFICATION

OF KSN PROJECT FILE NO.SHEETVERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE

1"½"0

ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL CGS

CGS

KFN

1" = 100'

PROJECT CONTROL SHEET V-101

NORTH ORIENTATION

N

W

HB

HB

E

HB

W

W

HB

E E HB

(E) 2 INCH METAL POST

(E) 6X6 INCH WOOD POST

EDGE OF WATER AT POND EL. 3443.00

EDGE OF WATER AT POND EL. 3442.70

(E) TOE

(E) EDGE OF PAVEMENT

(E) EDGE OF PAVEMENT

(E) EDGE OF PAVEMENT

(E) EDGE OF ROAD

(E) EDGE OF DIRT ROAD

(E) 4 FT CHAIN LINK FENCE

(E) 4 FT WIRE FENCE

(E) 3.5 FT WIRE FENCE

(E) 4 FT WIRE FENCE

(E) FOOTBRIDGE

(E) TRASH RACK

(E) PIPE

(E) 4 INCH PIPE

(E) 2 INCH PLASTIC PIPE

(E) 12 INCH

METAL PIPE

(E) STEP (E) TOP OF BANK

(E) TOP OF BANK

(E) TOP OF BANK

(E) TOE

(E) SEPTIC

VAULT

(E) SEPTIC TANK

(E) BREAKER BOX

(E) CONTROL BOX

(E) 2 INCH CAPPED STUB

(E) (2) 2 INCH CAPPED STUB

(E) (2) 2 INCH CAPPED STUB

(E) 3/4

INCH

STUB

50 3450

3450 3450

S

LID EL. 3449.33

BOTTOM EL. 3440.93

(E) 4 FT CHAIN LINK FENCE

(E) ORENCO CONTROL BOX ON 4X4 POST

(E) 2 INCH FIRE HOSE HOOK UP

(E) CLEAN OUT IN BOX EL. 3448.88

(E) 2 INCH METAL POSTS

(E) 6 INCH X 8 INCH

WOOD WALL

(E) 3/4 INCH GAS HOOK UP

(E) WATER VALVE

(E) 4 FT CHAIN LINK FENCE

(E) 6 FT CHAIN LINK FENCE

RACEWAY

ACCESS ROAD

(E) 4 FT CHAIN LINK FENCE

R&D (E) SEPTIC VAULT

CLEAR AND GRUB IN PROJECT

FOOTPRINT AREA, APPROX 4,200 SF

APPROX ALIGNMENT

OF (E) PIPE

R&D (E)

SEWAGE PIPE

R1-T2 BUILDING

R127 BUILDING

CONSTRUCTION ACCESS PATH

DEMO UP TO

(E) CLEANOUT

DEMO UP TO (E)

DISTRIBUTION BOX

R&D (E) SEPTIC TANK

SUBMITTAL

% Date 50 7/25/2025 90 9/12/2025 100 10/21/2025

PR

OJ

EC

T

EN

GI

NE

ER

DESIGN BY

DRAWN BY

CHECK BY

DATE

SHEET IDENTIFICATION

OF KSN PROJECT FILE NO.SHEETVERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE

1"½"0

ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL

DEMOLITION SHEET CX-101

1" = 20'

ARR

ARR

TMT

NORTH ORIENTATION

N

1. R&D TREES AND ROOTS (TOTAL OF 9 TREES)

2. (E) SEPTIC TANK TO BE PUMPED DURING

INSTALLATION OF NEW SEPTIC TANK AND

SEWAGE LINES TO ENSURE NO INTERRUPTION

TO RESIDENT UTILITY SERVICES. SEE

"TEMPORARY SEPTIC TANK PUMPING" ON SHEET

G-002.

3. PLUG (E) SEWAGE INLET FOR (E) SEPTIC TANK

PIPELINE AND PREPARE (N) INLET FOR (N)

SEPTIC TANK PIPELINE.

NOTES:

E E HB

(E) 6X6 INCH WOOD POST

(E) TOE

(E) EDGE OF PAVEMENT

(E) EDGE OF DIRT ROAD(E) 4 FT WIRE FENCE

(E) 3.5 FT WIRE FENCE

(E) 4 FT WIRE FENCE

(E) 4 INCH PIPE

(E) STEP

(E) CONTROL BOX

(E) 2 INCH CAPPED STUB

(E) (2) 2 INCH CAPPED STUB

(E) 3/4 INCH STUB

S

LID EL. 3449.33

BOTTOM EL. 3440.93

(E) 4 FT CHAIN LINK FENCE

(E) ORENCO CONTROL BOX ON 4X4 POST

(E) CLEAN OUT IN BOX EL. 3448.88

(E) 2 INCH METAL POSTS

5+51

3+00 4+00

5+00

CONNECT TO (E)

DISTRIBUTION BOX WITH (N)

SEWAGE LINE USING WATERTIGHT

COUPLING. PLUG INLET TO

SEWAGE LINE BEING REPLACED.

15° ELBOW

W/ CLEANOUT

APPROX (E) SEWAGE

ALIGNMENT

6" STEEL CASING ACROSS

DITCH (+/- 22' LONG)

INSTALL 4" PVC

SEWAGE LINE

C-501

214' OF 4"Ø PVC 1.0%

76' OF 4"Ø PVC 1.0%

C-502

CLEANOUT

EL

EV

AT

IO

N (F

T)

2+702+802+903+003+103+203+303+403+503+603+703+803+904+004+104+204+304+404+504+604+704+804+905+005+105+205+305+405+505+605+65

CO

NN

EC

T

TO

(E

) W

ET

W

EL

L

ST

A 5+

.61

IN

VE

RT

E

LE

V

.31

6" STEEL CASING ACROSS

DITCH (+/- 22' LONG)

EG

76' OF 4"Ø PVC 1.0%

° B

EN

D

ST

A

4+

.03

IN

VE

RT

E

LE

V

.07

ST

AR

T

CA

SI

NG

ST

A

3+

.78

IN

VE

RT

E

LE

V

.83

EN

D

CA

SI

NG

ST

A 3+

.79

IN

VE

RT

E

LE

V

.05

BOTTOM OF (E)

DISTRIBUTION BOX

CLEANOUT

C-501

C-502

214' OF 4"Ø PVC 1.0%

CL

EA

NO

UT

ST

A

3+

.05

IN

VE

RT

E

LE

V

.39

SUBMITTAL

% Date 50 7/25/2025 90 9/12/2025 100 10/21/2025

PR

OJ

EC

T

EN

GI

NE

ER

DESIGN BY

DRAWN BY

CHECK BY

DATE

SHEET IDENTIFICATION

OF KSN PROJECT FILE NO.SHEETVERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE

1"½"0

ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL

PLAN & PROFILE SHEET 1 C-101

HORIZONTAL: 1" = 10'

VERTICAL: 1" = 5'

ARR

ARR

TMT

MA

TC

HL

IN

E

ST

A:

2+

S

EE

S

HE

ET

C -1

NORTH ORIENTATION

N

MA

TC

HL

IN

E

ST

A:

2+

S

EE

S

HE

ET

C -1

NOTES:

1. ALL INSTALLATION DEPTHS AND POSITIONS TO BE

VERIFIED IN THE FIELD BY CONTRACTOR.

2. NEW PIPE TO FOLLOW ALIGNMENT OF (E) SEWAGE LINE

UNLESS OTHERWISE DIRECTED.

3. APPLY BMPs LISTED AS NECESSARY IF CONSTRUCTION

EFFORTS MAY LEAD TO SEDIMENTATION INTRUSION OR

RUNOFF INTO NEARBY WATERWAYS.

4. IF (N) SEWER CONNECTION TO (E) DISTRIBUTION BOX IS

BELOW WET WELL WATER LINE, USE PUMPING SERVICE

FOR EMPTYING WET WELL.

C-502

W

HB

E

HB

(E) 4 FT CHAIN LINK FENCE

(E) FOOTBRIDGE

(E) PIPE

(E) 2 INCH PLASTIC PIPE

(E) 12 INCH

METAL PIPE

(E) TOP OF BANK

(E) TOP OF BANK

(E) BREAKER BOX

(E) 6 INCH X 8 INCH

WOOD WALL

(E) 3/4 INCH GAS HOOK UP

(E) WATER VALVE

(E) 4 FT CHAIN LINK FENCE

(E) 6 FT CHAIN LINK FENCE

(E) 4 FT CHAIN LINK FENCE

0+00

1+00

2+00

INSTALL SEPTIC TANK

45° ELBOW

W/ CLEANOUT

45° ELBOW

W/ CLEANOUT

45° ELBOW

W/ CLEANOUT

45° ELBOW

W/ CLEANOUT

CONNECT TO

(E) CLEANOUT

R1-T2 BUILDING

FENCE CONNECTING

TO R127 BUILDING

INSTALL 4" Y-TEE

FROM R1-T2 AND

R127 BUILDINGS

SEWAGE LINES

W/ CLEANOUT

(E) SEPTIC TANK

(E) SEWAGE PIPE TO R1-T2

BUILDING (APPROX ALIGNMENT)

15° ELBOW

W/ CLEANOUT

15° ELBOW

W/ CLEANOUT

APPROX (E) SEWAGE

ALIGNMENT

INSTALL 4" PVC

SEWAGE LINE

APPROX (E) SEWAGE

ALIGNMENT

C-501

C-501

12' OF 4"Ø PVC 1.0%

15' OF 4"Ø PVC 1.0%

16' OF 4"Ø PVC 2.0%

56' OF 4"Ø PVC 2.0%

7' OF 4"Ø PVC 2.0%

19'

OF 4"

Ø PVC 2.0

19' OF 4"Ø PVC 2.0%

46' OF 4"Ø PVC 1.0%

79' OF 4"Ø PVC 1.0%

6" STEEL CASING ACROSS

CHANNEL (+/- 28' LONG)

C-502

INSTALL 4" Y-TEE

CONNECT TO (E) BUILDING

SEWAGE STUB-OUT

(APPROX LOCATION)

W/ CLEANOUT

C-502

ELEVATION (FT)

-0+050+000+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+202+302+402+502+602+70

12' OF 4"Ø PVC 1.0%

15' OF 4"Ø PVC 1.0%

16' OF 4"Ø PVC 2.0%

56' OF 4"Ø PVC 2.0%

° B

EN

D

ST

A

0+

.24

IN

VE

RT

E

LE

V

.25

° B

EN

D

ST

A

0+

.46

IN

VE

RT

E

LE

V

.57

° B

EN

D

ST

A

1+

.33

IN

VE

RT

E

LE

V

.58

° B

EN

D

ST

A

1+

.99

IN

VE

RT

E

LE

V

.47

CO

NN

EC

T

TO

(E

) C

LE

AN

OU

T

ST

A 0+

.00

IN

VE

RT

E

LE

V

.70

(E) FOOT BRIDGE

7' OF 4"Ø PVC 2.0%

N. SEPTIC TANK

CO

NN

EC

T

4" P

VC

T

O

NE

W S

EP

TI

C

TA

NK

ST

A 1+

.93

IN

VE

RT

E

LE

V

.74

CO

NN

EC

T

4" P

VC

T

O

NE

W S

EP

TI

C

TA

NK

ST

A 0+

.94

IN

VE

RT

E

LE

V

.74

INSTALL Y-TEE

FROM R1T2 AND

R127 SEWAGE LINES

Y-

TE

E

ST

A 0+

.43

IN

VE

RT

E

LE

V

.11

19' OF 4"Ø PVC 2.0%

46' OF 4"Ø PVC 1.0%

° B

EN

D

ST

A

2+

.49

IN

VE

RT

E

LE

V

.67

CLEANOUT CLEANOUT CLEANOUT CLEANOUT

79' OF 4"Ø PVC 1.0%

° B

EN

D

ST

A

2+

.89

IN

VE

RT

E

LE

V

.21

CLEANOUT

C-501

C-501

CLEANOUT

CLEANOUT

EG

C-501

C-501

C-501

C-501

6" STEEL CASING ACROSS

CHANNEL (+/- 25' LONG)

ST

AR

T

CA

SI

NG

ST

A

0+

.75

IN

VE

RT

E

LE

V

.66

EN

D

CA

SI

NG

ST

A 0+

.22

IN

VE

RT

E

LE

V

.19

C-502

C-501

PI

PE

S

UP

PO

RT

ST

A

0+

.19

CL

E

LE

V

.22

PI

PE

S

UP

PO

RT

ST

A

0+

.58

CL

E

LE

V

.22

SUBMITTAL

% Date 50 7/25/2025 90 9/12/2025 100 10/21/2025

PR

OJ

EC

T

EN

GI

NE

ER

DESIGN BY

DRAWN BY

CHECK BY

DATE

SHEET IDENTIFICATION

OF KSN PROJECT FILE NO.SHEETVERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE

1"½"0

ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL

PLAN & PROFILE SHEET 2 C-102

HORIZONTAL: 1" = 10'

VERTICAL: 1" = 5'

ARR

ARR

TMT

MA

TC

HL

IN

E

ST

A:

2+

S

EE

S

HE

ET

C -1

MA

TC

HL

IN

E

ST

A:

2+

S

EE

S

HE

ET

C

-1

NOTES:

1. ALL INSTALLATION DEPTHS AND POSITIONS TO BE

VERIFIED IN THE FIELD BY CONTRACTOR.

2. NEW PIPE TO FOLLOW ALIGNMENT OF (E) SEWAGE LINE

UNLESS OTHERWISE DIRECTED.

3. APPLY BMPs LISTED AS NECESSARY IF CONSTRUCTION

EFFORTS MAY LEAD TO SEDIMENTATION INTRUSION OR

RUNOFF INTO NEARBY WATERWAYS.

NORTH ORIENTATION

N

C-502

1. IN COMPLIANCE WITH UNIFORM PLUMBING CODE (UPC), INTERNATIONAL PLUMBING

CODE (IPC), ASTM INTERNATIONAL C1227.

2. LOAD CONDITION 1: H-20 TRAFFIC WITH DRY SOIL CONDITIONS (WATER LEVEL

BELOW TANK) AND 13 INCHES TO 14 FEET OF SOIL COVER.

3. LOAD CONDITION 2: H-20 TRAFFIC WITH WATER LEVEL 2 FEET BELOW GRADE AND

13 INCHES TO 9 FEET OF SOIL COVER.

4. PROPERTIES SHOWN ARE FOR LOAD CONDITION 2.

5. MINIMUM ONE (1) ACCESS OPENING PER COMPARTMENT REQUIRED (AS SHOWN).

10" I.D. VALVE

BOX AND COVER

RAISED HEX-HEAD CLEANOUT

NON-PRESSURE SYSTEM.

BLIND FLANGE W/ BOLTS & NUTS

FOR PRESSURE SYSTEMS.

VARIES COMPACTED NATIVE BACKFILL

EXISTING GROUND

PVC CLEANOUT TEE 4" Ø

FLOW LINE

4" Ø SEWAGE PIPE

VARIES @ 90%

COMPACTION

O.D. + (2 x "D")

SEE NOTE 1

12" MIN CUT

PAVED AREAS UNPAVED AREAS

SEE NOTE 7

SEE NOTE 8

SEE NOTE 9

1 3 O .D

FINISHED GRADE (TYP)

ROADWAY

SEE NOTE 11

O.D.

12" @ MIN. 90%

COMPACTION

NOTES:

1. "D" = 4" MIN, AND "D" = 12" MAX.

2. PIPE BEDDING SHALL BE CLEAN NATURAL SAND PER CALTRANS STANDARD SPECIFICATIONS

SECTION 19-3.02E.

3. TRENCH SHALL BE OVEREXCAVATED TO A MINIMUM OF 4" BELOW PIPE BELL OR COLLAR. PIPE

BEDDING SHALL BE PLACED TO A MINIMUM DEPTH OF 4" BELOW OUTSIDE OF PIPE BELL OR

COLLAR AND COMPACTED TO 90% RELATIVE COMPACTION MINIMUM. PROVIDE BELL "HOLES" IN

BEDDING.

4. HAND TAMP MOISTURE CONDITIONED PIPE BEDDING TO 90% RELATIVE COMPACTION FROM

BOTTOM OF PIPE TO DEPTH SHOWN IN 6" MAXIMUM LIFTS.

5. RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH ASTM D1557

AND D6938.

6. PLACE GREEN METALLIC LOCATOR TAPE MARKED "BURIED SEWER LINE BELOW" AT 12" TO 24"

BELOW FINISHED GRADE, AND A MINIMUM OF 12" ABOVE PIPE BELL OR COLLAR.

7. COMPACT FILL IN 6" MAX LIFTS TO A MIN RELATIVE COMPACTION OF 95% UNDER ROADWAY, AND 90% IN UNPAVED AREAS.

8. COMPACT FILL IN 6" MAX LIFTS TO A MIN RELATIVE COMPACTION OF 90%.

9. COMPACT PIPE BEDDING IN 6" MAX LIFTS TO A MIN RELATIVE COMPACTION OF 90%.

10. ASPHALT CONCRETE CUTTING AND ASPHALT TRENCH PATCHING SHALL BE COORDINATED

WITH, AND APPROVED BY, CDFW PRIOR TO CONSTRUCTION.

11. BACKFILL MATERIAL WITHIN ROADWAYS AND UP TO 3 FT BEYOND THE EDGE OF PAVEMENT

SHALL BE CLASS II AB OR EQUAL AS APPROVED BY CDFW.

12. BACKFILL MATERIAL OUTSIDE OF THE ROADWAY AND GREATER THAN 3 FT FROM THE EDGE OF

PAVEMENT SHALL BE NATIVE MATERIAL OR TWO-SLACK SLURRY OR GREATER.

4"

SEE NOTE 3

SEE NOTE 4

LOCATOR TAPE

SEE NOTE 6

2" A

C

MI

N

6" A

B

MI

N

VARIES @ 90%

COMPACTION24

" M

IN

C

OV

ER

SUBMITTAL

% Date 50 7/25/2025 90 9/12/2025 100 10/21/2025

PR

OJ

EC

T

EN

GI

NE

ER

DESIGN BY

DRAWN BY

CHECK BY

DATE

SHEET IDENTIFICATION

OF KSN PROJECT FILE NO.SHEETVERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE

1"½"0

ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL

DETAILS SHEET C-501

N.T.S.

ARR

ARR

TMT

SEPTIC TANK

SCALE: N.T.S.1

SEPTIC LINE CLEANOUT

SCALE: N.T.S.2

DEEP TRENCH DETAIL

SCALE: N.T.S.3

1. END CAPS SHALL BE INSTALLED TO PREVENT THE FORMATION OF A

WATERWAY IN THE CASING. END CAPS SHALL BE RUBBER AND

READILY REMOVABLE.

2. CASING SHALL FOLLOW ASTM A312 STANDARDS FOR STAINLESS

STEEL PIPE. Ø = 6" AND DR = 40.

3. SEE DETAIL 6 FOR ADDITIONAL DETAILS FOR BRIDGE CROSSING

APPLICATION.

4. ALL CASING PIPE SHALL BE COATED WITH AN ANTI-CORROSIVE HIGH

PERFORMANCE EPOXY PAINT IN DARK GREY.

MAXIMUM 6' BETWEEN

CASING SPACERS

BEGIN SPACER PLACEMENT

NO MORE THAN 1' FROM

COUPLING END OF JOINT

CASING SPACER

(TYP)

6" STEEL CASING PIPE

CARRIER PIPE

RISER

(X3 TYP.)

CASING PIPESTAINLESS STEEL

BOLTS, WASHERS,

AND HEX NUTS

(TYP)

A

A

SECTION A-A

STAINLESS STEEL BANDING

CARRIER PIPE

TYPICAL END CAP

END CAP

(SEE NOTE 1)

SAND (ONLY APPLIED IN

BURIED APPLICATION)

CASING DETAIL

120°

SLOPE

VARIES

FLOW

TYPICAL FIBER ROLL INSTALLATION

NOTES:

1. INSTALL FIBER ROLLS IN A ROW

ALONG A LEVEL CONTOUR.

2. AT ENDS OF A ROW TURN THE LAST

TWO FEET UP SLOPE SLIGHTLY.

3. FIBER ROLLS SHALL BE BUTTED

TIGHTLY AT THE JOINTS.

4. DO NOT OVERLAP JOINTS.

SECTION A - A

VERTICAL SPACING MEASURED

ALONG THE FACE OF THE SLOPE

VARIES BETWEEN 8' - 20'

4' MAX

4' MAX

4" M

AX

2"

M

IN

12" MIN 3

4" X 3 4"

WOOD STAKES MAX

4' SPACING

FIBER ROLL

8" MIN

INSTALL A FIBER

ROLL NEAR SLOPE

WHERE IT

TRANSITIONS INTO

A STEEPER SLOPE

A A

PVC PIPE IN CASING

TO BE SUPPORTED

BY PIPE CLAMPS

SPACED EVERY 10'

(E) FOOTBRIDGE

6' APPROX.

6" MIN

2 X 1/2" HEX. BOLTS AND

NUTS GALVANIZED TYP.

1/2" HEX. BOLTS AND

NUTS GALVANIZED TYP.

NOTES:

1. PIPE SUPPORT CLAMPS SHALL USE

TOLCO SWAY BRACE PIPE CLAMPS OR

EQUIVALENT.

2. SUPPORT PLATE SHALL BE

MECHANICALLY CONNECTED TO BOTH

BRIDGE I-BEAMS AND ENCASED PIPE

CLAMPS. PLATE APPROXIMATE

DIMENSIONS SHALL BE 3"W x 1"T x 72"L.

(N) SUPPORT PLATE SPANNING

BETWEEN (E) I-BEAMS.

(E) I-BEAMS

BELOW BRIDGE

SUBMITTAL

% Date 50 7/25/2025 90 9/12/2025 100 10/21/2025

PR

OJ

EC

T

EN

GI

NE

ER

DESIGN BY

DRAWN BY

CHECK BY

DATE

SHEET IDENTIFICATION

OF KSN PROJECT FILE NO.SHEETVERTICAL DATUM

HORIZONTAL DATUM

DRAWING SCALE

1"½"0

ORIGINAL DRAWING SCALE

DATEDESCRIPTIONNO. APPR.

www.ksninc.com

711 N. Pershing Avenue Stockton, CA 95203

209-946-0268

916-403-5900

1550 Harbor Blvd., Suite 212 West Sacramento, CA 95691

CDFW CONTRACT NO.

CDFW DRAWING NO.

P2599027

H04-2025-001

MT. SHASTA HATCHERY SEPTIC TANK REPLACEMENT

CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE

SISKIYOU COUNTY, CALIFORNIA

CCS83, ZONE 1

NAVD88

OCTOBER 21, 2025

2503-0020

100% SUBMITTAL

DETAILS SHEET C-502

N.T.S.

ARR

ARR

TMT

SLEEVED TRENCH CROSSING

SCALE: N.T.S.5

FIBER ROLLS

SCALE: N.T.S.4

SLEEVED BRIDGE CROSSING

SCALE: N.T.S.6