C_-_Plans_&_Drawings.pdf

SUNSET HILLS BLVD.

SITE ENTRANCEPEAK PL.

M O

NTE CARLO

DR.

RIKKARD DR.

R

IC

KEY C

T.

BO

R

D

ER

LN

LANG RANCH

RESERVOIR

ER

BES R

D

SITE ENTRANCE

MOUNTAIN

SITE

ENTRANCE

RANCH VIEW

PL

N C

O N

EJ

O

S C

H O

O L

R D

CR

ES

T C

IR

C

LE

TW

IN

O

AK

S

CT

RYE CT

LA GRANADA

RESERVOIR

E HILLCREST DR.

C T

SHEET INDEX

SHT. NO. DWG. NO. SHEET TITLE

GENERAL

01 G-001 COVER SHEET

02 G-002 GENERAL NOTES AND LEGENDS

03 G-003 GENERAL STRUCTURAL NOTES

04 G-004 STRUCTURAL DESIGN CRITERIA AND ABBREVIATIONS

05 G-005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS

06 G-006 TYPICAL STRUCTURAL DETAILS

07 G-007 MECHANICAL GENERAL NOTES, LEGENDS, AND SYMBOLS

08 G-008 MECHANICAL DETAILS

09 G-009 ELECTRICAL LEGEND AND SYMBOLS

10 G-010 INSTRUMENTATION LEGEND AND SYMBOLS

ARCHITECTURAL

11 A-001 CANOPY ROOF PLAN AND DETAILS

LA GRANADA PUMP STATION

12 C-001 CIVIL DEMO PLAN AND SITE PLAN

13 S-001 STRUCTURAL PLAN

14 S-002 STRUCTURAL SECTIONS

15 E-001 ELECTRICAL SITE PLAN

16 E-002 SINGLE LINE DIAGRAM & PANEL SCHEDULE

17 D-001 MECHANICAL DEMO PLAN

18 M-001 MECHANICAL PLAN

19 M-002 MECHANICAL SECTION

20 P-001 PROCESS AND INSTRUMENTATION DIAGRAM

LANG RANCH PUMP STATION

21 C-002 CIVIL DEMO PLAN AND SITE PLAN

22 S-003 STRUCTURAL PLAN

23 S-004 STRUCTURAL SECTIONS

24 E-003 ELECTRICAL SITE PLAN

25 E-004 SINGLE LINE DIAGRAM & PANEL SCHEDULE

26 D-002 MECHANICAL DEMO PLAN

27 M-003 MECHANICAL PLAN

28 M-004 MECHANICAL SECTION

29 P-002 PROCESS AND INSTRUMENTATION DIAGRAM

PUBLIC UTILITIES WITHIN CITY OF THOUSAND OAKS

NOTICE TO CONTRACTOR:

NOTICE TO CONTRACTOR:

CONTRACTOR SHALL POSSES A VALID CLASS "A" GENERAL ENGINEERING LICENSE

IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CALL THE USA

UNDERGROUND ALERT FOR LOCATION OF EXISTING UNDERGROUND UTILITIES NO

LESS THAN TWO DAYS NOR MORE THAN SEVEN DAYS PRIOR TO CONSTRUCTION.

THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY DAMAGE DONE

TO EXISTING UTILITIES DURING CONSTRUCTION

805-379-5060 PATRICK McCULLOCK

THOUSAND OAKS, CA 91362

2100 EAST THOUSAND OAKS BOULEVARD

CITY OF THOUSAND OAKS

WATER:

WASTEWATER:

SPECTRUM

2525 KNOLL DRIVE

VENTURA, CA 93003

805-494-7013

THOUSAND OAKS, CA 91361

3589 FOOTHILL DRIVE

SOUTHERN CALIFORNIA EDISON COMPANY

BOB MIGLIORE

GAS:

CABLE TV:

ELECTRICITY:

TELEPHONE:

ERIC PINGREE

805-626-3219

JON TRELATSKY

201 FLYNN ROAD

CAMARILLO, CA 93012

805-388-2266

SOUTHERN CALIFORNIA GAS COMPANY

9400 OAKDALE AVENUE

CHATSWORTH, CA 91311

805-358-1596

FRONTIER

SPECIFICATION NO.: 2025/2026-24

FRONTIER

201 FLYNN ROAD

CAMARILLO, CA 93010

JASON EISEL

805-233-1472

CITY COUNCIL

CITY ENGINEER

H. TED GERBER

NADER HEYDARI

PUBLIC WORKS DIRECTOR

C. TIE GUTIERREZAL ADAM

DAVID NEWMAN

CITY MANAGER

ANDREW P. POWERS

WHUEY WEN HARTMAN

MIKEY TAYLOR, MAYOR

G-001 SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATEREGISTERED ENGINEER

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTIONUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

Know what'sbelow.Callbefore you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CITY OF THOUSAND OAKS DWG.

3027 TOWNSGATE RD., SUITE 140

WESTLAKE VILLAGE, CA 91361

WWW.AECOM.COM

DWG NO25-024A

PERMANENT DISINFECTION BOOSTING SYSTEMS AT

LA GRANADA (CI 5771), AND LANG RANCH (CI 5791) RESERVOIRS

YEIMY G. FERNANDEZ-OJEDA 04/03/2026

YF

DG

RH

04/03/26

04/03/26

04/03/26

No. C92926

CITY OF THOUSAND OAKS

CIVIC ARTS PLAZA

2100 E. THOUSAND OAKS BOULEVARD

THOUSAND OAKS, CA. 91362

BRET SHERMAN

805-379-5033

PERMANENT DISINFECTION BOOSTING SYSTEMS AT

LA GRANADA (CI 5771), AND LANG RANCH (CI 5791)

RESERVOIRS

COVER SHEET

ROBERT ENGLER

LANG RANCH PUMP STATION AND RES.

2237 PEAK PLACE

VICINITY MAP

NO SCALE

PROJECT SITE LOCATION

LA GRANADA PUMP STATION AND RES.

2354 MOUNTAIN CREST CIR.

N

LANG RANCH LOCATION MAP

LA GRANADA LOCATION MAP

N

100% DESIGN

SENIOR ENGINEER

04/09/2026

Shamir Shahamiri 04/09/2026

04-14-2026

PIPING LEGEND CIVIL LEGEND

EXISTING

PROPOSED

CHAIN LINK FENCE

BUILDING WALL / BLOCK WALL

CONCRETE FLATWORK

ASPHALT

RIGHT-OF-WAY

FLOW LINE

SURFACE FLOW

DEMOLITION

REGRADING

EXISTING PIPE

EXISTING PIPE (BELOW GROUND)

EXISTING VALVE

EXISTING PUMP

EXISTING VAULT

EXISTING TANK

BUTTERFLY

KNIFE GATE

SWING CHECK

ECCENTRIC PLUG

BALL CHECK

3-WAY GLOBE

LUBRICATED PLUG

DIAPHRAGM

PLUG

GLOBE

BALL

GATE

SOLENOID CONTROL

3-WAY SOLENOID

NEEDLE

DIAPHRAGM ACTUATED

EDUCTOR

VALVES

PINCH

MIXER

MOTOR OPERATED BUTTERFLY

(MODULATING)

MOTOR OPERATED

BUTTERFLY (OPEN/CLOSE)

PRESSURE RELIEF

PRESSURE REDUCING REGULATOR

GENERAL NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS

CONSTRUCTION, ALL APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS, CITY OF THOUSAND OAKS WATER AND ROAD CONSTRUCTION STANDARDS, AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, ALL TO THE SATISFACTION OF THE ENGINEER AND THE OWNER. WHERE CONFLICTS BETWEEN CODES AND SPECIFICATIONS OCCUR THE

MOST STRINGENT REQUIREMENTS SHALL GOVERN.

2. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH CITY OPERATIONS.

3. CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FIVE (5) WORKING DAYS PRIOR TO BEGINNING OF CONSTRUCTION. NO

FACILITY SHALL BE BACKFILLED UNTIL INSPECTED BY THE ENGINEER.

4. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS, SPECIFICATIONS, AND SUBMITTALS FOR THIS PROJECT ON THE SITE AT ALL TIMES AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.

5. ALL WORKS SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY

THE ENGINEER.

6. CONSTRUCTION ACTIVITIES MAY OCCUR IN ACCORDANCE WITH RESTRICTIONS AND LIMITATIONS AS PRESENTED IN THE

PROJECT SPECIFICATIONS.

7. CONSTRUCTION UNDER THIS CONTRACT INVOLVES EXPANSION AND/OR MODIFICATION OF FACILITIES THAT ARE A PART OF EXISTING OPERATIONS. THE EXISTING OPERATIONS MUST CONTINUE SO THAT STATE AND FEDERAL REGULATORY AGENCY REQUIREMENTS ARE MET AT ALL TIMES. THE CONTRACTOR MUST SCHEDULE AND COORDINATE ITS WORK AND OPERATIONS

WITH THE OWNER SO THAT THESE REQUIREMENTS ARE MET.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL EXISTING FACILITIES AS A RESULT OF ITS OPERATIONS AND WILL BE REQUIRED TO REPAIR OR REPLACE IN-KIND TO THE SATISFACTION OF, AND AS DIRECTED BY, THE ENGINEER OR

OWNER, AT NO ADDITIONAL COST TO THE OWNER.

9. THE WORKS SITES AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD-FREE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE OWNERS OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY AND DISPOSE OF, OFF THE PROJECT SITE, ALL EXCESS EXCAVATED MATERIAL

AND CONSTRUCTION DEBRIS. ALL DISPOSALS SHALL BE AT THE CONTRACTOR'S EXPENSE.

10. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE UTILITIES PRIOR TO START OF CONSTRUCTION. BOTH ABOVE GROUND AND BELOW GROUND, WHICH MAY BE IMPACTED BY THE WORK SHOWN ON THESE DRAWINGS. ANY CONFLICTS SHALL BE

BROUGHT TO THE ATTENTION OF THE ENGINEER.

11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE

PROCEEDING WITH WORK.

12. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH AS MANNER THAT STORM OR OTHER WATERS MAY

PROCEED UNINTERRUPTED ALONG EXISTING DRAINAGE COURSES.

13. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN UNANTICIPATED STORM DOES NOT CARRY

WASTES OR POLLUTANTS OFF THE SITE.

14. INTERRUPTIONS TO UTILITY OPERATION SHALL BE MINIMIZED. THE CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY TO MINIMIZE INTERRUPTIONS. PRIOR TO COMMENCING WORK ON THE EXISTING UTILITIES, THE CONTRACTOR SHALL SUBMIT PROPOSED PLANS FOR EXPANSION AND/OR MODIFICATION OF UTILITIES ALONG WITH PLANS FOR MINIMIZING INTERRUPTIONS

TO THE PROJECT REPRESENTATIVE FOR REVIEW.

15. CONSTRUCTION ACCESS SHALL BE AS DIRECTED BY THE OWNER OR ITS REPRESENTATIVE.

16. THE CONTRACTOR SHALL HAVE A CLASS “A” GENERAL CONTRACTOR'S LICENSE.

17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL WORK IS ADEQUATELY BRACED AND SHORED

DURING CONSTRUCTION.

18. APPROXIMATE LIMITS OF DEMOLITION ARE SHOWN. THE CONTRACTOR SHALL VERIFY THE EXISTING FACILITIES AND DETERMINE THE EXACT LIMITS AND SEQUENCE OF DEMOLITION TO FACILITATE NEW CONSTRUCTION WITHOUT INTERRUPTING OPERATIONS.

19. ALL EXCESS SOIL MATERIAL AND DEBRIS SHALL BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INVOLVED WITH HAULING AND DUMPING.

20. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT

SPECIFIC LOCATIONS ON DRAWINGS WHERE THEY OCCUR.

21. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS AND METHODS TO ACCOMPLISH THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING, TEMPORARY STRUCTURES, PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS

TO THE SITE BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTION OF SUCH ITEMS.

22. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.

23. THE STRUCTURAL DRAWINGS ONLY SHOW THE STRUCTURAL REQUIREMENTS, REFER TO CIVIL, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR NON-STRUCTURAL ITEMS.

24. THE CIVIL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.

25. NO SMOKING IS ALLOWED WITHIN THE JOBSITE OR SITE ACCESS AREAS. A FIRE SPOTTER, FIRE EXTINGUISHER, ADEQUATE WATER SUPPLY, AND SHOVELS SHALL BE AVAILABLE AND WITHIN REACH AT ALL TIMES DURING ANY WELDING OR TORCH WORK.

THIS JOBSITE IS IN AN EXTREMELY HAZARDOUS FIRE AREA.

26. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

27. KEEP A STRICT RECORD OF ALL CHANGES AND SUBMIT THIS RECORD TO THE OWNER ALSO COORDINATE TRANSFERRING "AS-BUILT" INFORMATION ON THE CONTRACT DRAWINGS AND DELIVER THE CERTIFIED " AS-BUILT" PLANS TO THE OWNER

BEFORE THE RELEASE FOR FINAL ACCEPTANCE OF THE PROJECT SHALL BE FILES.

28. CITY STAFF SHALL HAVE 24-HOUR / 7-DAYS A WEEK ACCESS TO THE SITE.

29. FIRE INSPECTION MUST BE BY VENTURA COUNTY FIRE DEPARTMENT INSPECTOR, LORI ROSS (805) 947-8535, lori.ross@ventura.org

30. CONTRACTOR SHALL ENROLL IN CITY'S TO24 TO OBTAIN THE NECESSARY PERMITS AND ARRANGE FOR SITE INSPECTIONS

(BUILDING, ELECTRICAL, AND FIRE)

NOTICE TO CONTRACTOR

LOCATIONS, SIZES, AND INVERTS OF EXISTING UTILITIES AND YARD PIPING ARE SHOWN BASED ON THE BEST AVAILABLE INFORMATION. HOWEVER, THE ENGINEER DOES NOT GUARANTEE THAT SUCH INFORMATION IS TRUE OR EVEN APPROXIMATE. THE CONTRACTOR SHALL VERIFY, AT A MINIMUM, THE LOCATIONS, MATERIAL, SIZES, AND INVERTS OF EXISTING UTILITIES AND DETERMINE WHICH UTILITIES MAY CONFLICT WITH CONSTRUCTION WORK. THE CONTRACTOR SHALL ADJUST HIS WORK ACCORDINGLY AND NOTIFY THE PROJECT REPRESENTATIVE OF ANY SUCH CONFLICTS AND PROPOSED RESOLUTION. THE CONTRACTOR SHALL REFER TO APPLICABLE SECTIONS OF THE SPECIFICATIONS RELATIVE TO THE ABOVE.

CONTRACTOR AGREES THAT HE 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 THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PROPERTY OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE

NEGLIGENCE OF PROPERTY OWNER OR ENGINEER.

UNDERGROUND UTILITIES HAVE NOT BEEN FIELD VERIFIED. IF PRECISE INFORMATION IS REQUIRED AS TO THE EXISTENCE AND LOCATIONS OF THE FEATURES IN ORDER TO EXECUTE THE WORK AS SHOWN ON THE PLANS, THE CONTRACTOR SHALL OBTAIN THE INFORMATION AT NO ADDITIONAL COST BY DETAILED FIELD INVESTIGATIONS, INSTRUMENTAL SURVEYING, AND POTHOLING TECHNIQUES. ADDITIONALLY, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROJECT THE UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN OR NOT ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES CAUSED BY THE FAILURE OF LOCATION AND PROTECTING UNDERGROUND UTILITIES AND STRUCTURES.

NOTE REGARDING SCALED DRAWINGS

ALL SCALES LISTED ASSUME A FULL SIZE, 24' X 36” SHEET SIZE.

POTHOLE NOTES

EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON RECORD DRAWINGS. POTHOLE AND SURVEY EXISTING UTILITIES THAT WILL BE AFFECTED BY TRENCHING OR EXCAVATIONS PRIOR TO ORDERING ANY MATERIALS. POTHOLE AND SURVEY DATA SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW. POTHOLE DATA SHALL INCLUDE EXISTING UTILITY HORIZONTAL LOCATION, PIPE ELEVATION, SIZE, PIPE ANGULAR CONFIGURATION, AND MATERIALS OF CONSTRUCTION. IDENTIFY POTENTIAL CONFLICTS WITH THE NEW PIPE LOCATION. PIPE ALIGNMENT ADJUSTMENTS THAT DO NOT INCREASE OVERALL PIPE OR FITTING QUANTITIES SHALL

BE MADE AT NO ADDITIONAL COST TO THE CITY.

FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION, DIAMETER, AND ORIENTATION AT ALL CONNECTION POINTS AND COORDINATE WITH THE CITY PRIOR TO CONSTRUCTION. PROVIDE ALL PIPE MATERIALS AND FITTINGS, AS REQUIRED TO MEET

EXISTING FIELD CONDITIONS FOR A COMPLETE INSTALLATION.

PAVEMENT CUTS SHALL BE PERFORMED BY SAW CUTTING AND GRINDING. CUT PAVEMENT PRIOR TO REPAVING WHERE

UNDERMINING HAS OCCURRED.

REMOVAL AND REPLACEMENT OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE SPECIFICATION SECTION 32 12 16.

TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE CITY STANDARD PLATES 8-14.

SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATEREGISTERED ENGINEER

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTIONUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

Know what'sbelow.Callbefore you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CITY OF THOUSAND OAKS DWG.

3027 TOWNSGATE RD., SUITE 140

WESTLAKE VILLAGE, CA 91361

WWW.AECOM.COM

DWG NO25-024A

PERMANENT DISINFECTION BOOSTING SYSTEMS AT

LA GRANADA (CI 5771), AND LANG RANCH (CI 5791) RESERVOIRS

YEIMY G. FERNANDEZ-OJEDA 04/03/2026

YF

DG

RH

04/03/26

04/03/26

04/03/26

No. C92926

N

X TITLE

XX Scale 1/4" = 1'-0"

X

X-XXX

X

X-XXX

INDICATES DIRECTION

OF PLAN NORTH

DETAIL NUMBER

SECTION LETTER

SHEET WHERE SECTION IS

LOCATED

SHEET WHERE DETAIL IS

LOCATED

GENERAL SYMBOLOGY LEGEND

DETAIL TITLE

SECTION CUT MARKER

DETAIL CALLOUT BUBBLE

00 10' 20'

1" = 10'

NORTH ARROW AND BAR SCALE

INDICATES

SCALE OF PLAN

DETAIL NUMBER OR

SECTION LETTER

TITLE OF DETAIL

OR SECTION

SCALE OF DETAIL

OR SECTION

SHEET WHERE

DETAIL OR SECTION

IS TAKEN FROM

02G-002

GENERAL NOTES AND LEGENDS

SENIOR ENGINEER

04/09/2026

03SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATEREGISTERED ENGINEER

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTIONUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

Know what'sbelow.Callbefore you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CITY OF THOUSAND OAKS DWG.

3027 TOWNSGATE RD., SUITE 140

WESTLAKE VILLAGE, CA 91361

WWW.AECOM.COM

DWG NO25-024A

PERMANENT DISINFECTION BOOSTING SYSTEMS AT

LA GRANADA (CI 5771), AND LANG RANCH (CI 5791) RESERVOIRS

No. 2582

DAL E. WAH 04/03/2026

DW

TN

DK

04/03/26

04/03/26

04/03/26 GENERAL STRUCTURAL NOTES

THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE ON THE

STRUCTURAL DRAWINGS.

1. MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 2025 CALIFORNIA BUILDING CODE (CBC), BASED UPON THE 2024 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). WHERE CONFLICTS

BETWEEN CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL

GOVERN. ALL ASTM DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST

ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS.

2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH CIVIL, ELECTRICAL AND

MECHANICAL DRAWINGS. NO PORTION OF STRUCTURAL RELATED WORK, INCLUDING SHOP

DRAWING DEVELOPMENT, SHALL BE PERFORMED WITHOUT CONSIDERING REQUIREMENTS OF

CONTRACT DOCUMENTS IN THEIR ENTIRETY.

3. NEITHER THE CITY NOR THE STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR

REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND

MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY

RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH

STANDARDS, LAWS AND REGULATIONS. SITE OBSERVATION VISITS BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS. IF A LAWSUIT IS FILED BY ONE OF

THE CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES, OR ANY ONE ELSE, THE CONTRACTOR

WILL INDEMNIFY, DEFEND AND HOLD THE OWNER AND AECOM, THEIR PARENT AND SUBSIDIARY

COMPANIES HARMLESS OF ANY AND ALL SUCH CLAIMS.

4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL WORK IS

ADEQUATELY BRACED AND SHORED DURING CONSTRUCTION. ALL BRACING/SHORING SHALL BE

DESIGNED BY A REGISTERED ENGINEER HIRED BY THE CONTRACTOR.

5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING

WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE

ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK.

6. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS

INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE GENERAL NOTES. TYPICAL DETAILS

ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS

WHERE THEY OCCUR.

7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO

NOT INDICATE THE MEANS AND METHODS TO ACCOMPLISH THE CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE,

WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT

NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,

TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE

SITE BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTION OF SUCH ITEMS.

8. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DO NOT SCALE

DRAWINGS.

9. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE

SUBJECT TO APPROVAL BY THE ENGINEER.

10. THE STRUCTURAL DRAWINGS SHOW ONLY THE STRUCTURAL REQUIREMENTS. REFER TO CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS, SUCH AS:

A. SIZE AND LOCATION OF ALL OPENINGS.

B. SIZE AND LOCATION OF ALL NON-BEARING WALLS.

C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC.

D. DIMENSIONS WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS.

11. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF.

LOAD SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LEVEL. WHEN WEIGHT OF

MATERIALS OR EQUIPMENT MAY EXCEED DESIGN LOAD, STRUCTURAL SYSTEMS SHALL BE

SHORED.

12. CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO STARTING WORK, BOTH

ABOVE GROUND AND BELOW GROUND, WHICH MAY BE IMPACTED BY THE WORK SHOWN ON THESE

DRAWINGS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

13. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST. OR EXISTING.

GENERAL

GENERAL STRUCTURAL NOTES

AGGREGATES FOR CONCRETE SHALL CONFORM TO ASTM C33. CONCRETE f'c AT 28 DAYS SHALL BE AS NOTED BELOW. REQUIRED AVERAGE COMPRESSIVE STRENGTH (f'cr) SHALL BE IN ACCORDANCE WITH

ACI 301-20, ARTICLE 4.2.3

1. CEMENT FOR CONCRETE SHALL BE TYPE II PORTLAND CEMENT CONFORMING TO ASTM C150.

2. READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.

3. CONCRETE COVER FOR REINFORCING BARS SHALL BE:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH OR WATER = 3"

EXPOSED TO WEATHER: = 2."

4. DRYPACK SHALL BE 1 PART CEMENT AND 3 PARTS SAND (BY VOLUME).

5. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY

DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES

THROUGH WALLS AND FLOORS.

6. REFER TO DRAWING DETAILS FOR ALL MOLDS, GROOVES, CLIPS, GROUNDS, ORNAMENTS AND

OTHER INSERTS TO BE CAST IN CONCRETE.

7. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY NOTED OR SHOWN SHALL BE

APPROVED BY THE STRUCTURAL ENGINEER.

8. "ROUGHENED SURFACES", WHERE SPECIFIED ON THE DRAWINGS, SHALL BE MECHANICALLY

ROUGHENED SUCH THAT A 1/4"± AMPLITUDE IS ACHIEVED BETWEEN HIGH AND LOW SPOTS OF THE

ROUGHENED SURFACE. THE SURFACE SHALL BE CLEAN AND FREE OF LAITANCE.

9. ALL SLABS SHALL HAVE A TROWEL FINISH EXCEPT AS NOTED ON THE DRAWINGS.

10. PROVIDE 3/4" CHAMFER AT ALL EXPOSED (I.E., NOT BURIED OR CONCEALED FROM VIEW OR

ACCESS) CONCRETE EDGES AND CORNERS.

CONCRETE NOTES

CONCRETE SCHEDULE

ITEMS

28 DAY COMPRESSIVE CYLINDER

STRENGTH

3000 PSI 4000 PSI

ALL CONCRETE, U.N.O.

1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE AND SHALL BE FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SPECIAL INSPECTION SHALL

BE PROVIDED FOR ALL STRUCTURAL STEEL UNLESS FABRICATION IS PERFORMED ON THE

PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT

SPECIAL INSPECTION, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTION

1704.2.5.1 OF THE 2025 CBC. AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE CITY BUILDING OFFICIAL AND TO THE

ENGINEER STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

2. ALL WIDE FLANGE SECTIONS (W SHAPES) SHALL CONFORM TO ASTM A992, Fy = 50 KSI.

3. STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B OR BETTER, UNLESS NOTED OTHERWISE.

4. STEEL PIPES SHALL CONFORM TO ASTM A53, GRADE B.

5. BOLTS SHALL CONFORM TO ASTM A307 OR BETTER, UNLESS NOTED OTHERWISE.

6. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT +1/16" MAXIMUM. CONNECTED

MEMBERS SHALL BEAR ONLY UPON UNTHREADED PORTIONS OF BOLTS.

7. ALL WELDING SHALL BE SHIELDED ARC TYPE IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE D1.1, AND SHALL BE PERFORMED BY A CERTIFIED WELDER IN A

FABRICATION SHOP REGISTERED AND APPROVED IN ACCORDANCE WITH STEEL NOTE 1 ABOVE.

CONTINUOUS INSPECTION IS REQUIRED OF ALL FIELD WELDING IN ACCORDANCE WITH AISC 360, SECTION N5.4.

8. NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY

DETAILED AND APPROVED BY THE STRUCTURAL ENGINEER.

9. STAINLESS STEEL BARS AND SHAPES SHALL CONFORM TO ASTM A276/AISI 316. STAINLESS STEEL PLATE SHALL CONFORM TO ASTM A240, TYPE 316. STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593, TYPE 316 (CW). STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594, TYPE 316 (CW).

10. WELDING OF STAINLESS STEEL SHALL CONFORM TO STRUCTURAL WELDING CODE - STAINLESS

STEEL, ANSI/AWS D1.6-17

11. WHERE SPECIFIED, USE OF HIGH-STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" APPROVED BY THE

RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION (RCSC).

SPECIAL INSPECTION OF HIGH-STRENGTH BOLT CONNECTIONS IS REQUIRED.

12. ALL CARBON STEEL EXPOSED TO WEATHER OR DAMP/WET CONDITION SHALL BE HOT DIP

GALVANIZED IN ACCORDANCE WITH ASTM A123, A153, A385 AFTER FABRICATION. REPAIR/TOUCHUP OF GALVANIZING SHALL BE IN ACCORDANCE WITH ASTM A780. ALL OTHER CARBON STEEL SHALL

RECEIVE TWO COATS OF SHOP APPLIED PRIMER AND BE COATED IN ACCORDANCE WITH THE

SPECIFICATIONS.

13. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36 AT DRY INTERIOR LOCATIONS. ALL

OTHER ANCHOR RODS SHALL CONFORM TO ADHESIVE ANCHOR AND DOWEL NOTES

STEEL NOTES

1. REFER TO STEEL DECK SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. ALL LIGHT GAGE STEEL DECKING AND FLASHING SHALL BE FABRICATED OF SHEET METAL

CONFORMING TO ASTM A446.

3. DECKING SHALL BE GALVANIZED PER COATING DESIGNATION G60 IN ACCORDANCE WITH ASTM

A653, UNLESS NOTED OTHERWISE.

4. EDGE OF PERIMETER CLOSURE SHALL BE HELD WITHIN ±1/2” OF THE DIMENSIONS REQUIRED ON

THE DRAWINGS. CONFIRM THE LOCATION OF THE BEAM CENTERLINES FROM FIXED REFERENCE

EDGE LINES.

5. MINIMUM DECK SECTION PROPERTIES SHALL BE AS FOLLOWS:

GAUGE DEPTH I(IN4) +S(IN3) -S(IN3)

22 1 1/2" 0.178 0.186 0.192

6. PROVIDE #12 SELF DRILLING SCREWS w/ NEOPRENE WASHER @ 12" MAX AT SUPPORTS PARALLEL

TO DECK. SEE DETAIL 8 ON DWG G-006.

STEEL DECK NOTES

1. ADHESIVE FOR ANCHORS AND DOWELS SHALL BE "HILTI HIT-RE 500 V3" ADHESIVE ANCHORS FOR

CONCRETE, AS MANUFACTURED BY HILTI, INC.

2. STAINLESS STEEL THREADED ROD FOR ADHESIVE ANCHORS SHALL CONFORM TO ASTM A193,

GRADE B8M. STAINLESS STEEL NUTS FOR ADHESIVE ANCHORS SHALL CONFORM TO ASTM A194,

GRADE 8M.

3. ANCHORS AND DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH ICC EVALUATION REPORT NO.

3814 FOR CONCRETE.

4. SPECIAL INSPECTION PER CHAPTER 17 OF THE CBC SHALL BE PROVIDED DURING ANCHOR AND

DOWEL INSTALLATION

5. AN ALTERNATIVE ANCHOR PRODUCT MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL,

PROVIDED THAT IT HAS A CURRENT ICC OR IAPMO EVALUATION REPORT APPROVAL. ALTERNATIVE

ANCHOR PRODUCTS MUST HAVE THE SAME STRENGTH AS THOSE SPECIFIED ON THE PLANS.

6. ALL ABANDONED HOLES SHALL BE FILLED WITH A DRYPACK GROUT WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI. THE FILLED HOLE(S) SHALL BE PREPARED AND CLEANED

AS REQUIRED BY THE GROUT MANUFACTURER.

7. LOCATE EXISTING REINFORCING USING A NON-DESTRUCTIVE METHOD (PACHOMETER OR OTHER), PRIOR TO DRILLING HOLES FOR ANCHORS. MAINTAIN A MINIMUM CLEARANCE OF 1" BETWEEN THE

REINFORCEMENT AND THE ANCHOR.

8. CONCRETE IN WHICH ADHESIVE ANCHORS AND DOWELS ARE INSTALLED SHALL HAVE A MINIMUM

AGE OF 21 DAYS AT TIME OF ANCHOR OR DOWEL INSTALLATION.

POST-INSTALLED ANCHOR AND DOWEL NOTES

1. REINFORCEMENT FOR CONCRETE SHALL BE DEFORMED BARS CONFORMING TO ASTM

SPECIFICATION A615 (A706/A706M FOR WELDED REINFORCING). GRADE 60 STEEL SHALL BE USED

EXCEPT THAT #3 BARS AND SMALLER MAY BE GRADE 40 STEEL.

2. WIRE MESH SHALL CONFORM TO ASTM A1064. LAP 12" WHERE SPLICED.

3. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCHORAGES PLACED IN CONCRETE SHALL BE

ACCURATELY PLACED AND POSITIVELY SECURED AND SUPPORTED BY CONCRETE BLOCKS, METAL

CHAIRS, SPACERS, OR METAL HANGERS, AND SHALL BE IN POSITION BEFORE CONCRETE PLACING OR GROUTING IS BEGUN. DETAILING AND PLACING OF BARS SHALL CONFORM TO THE ACI MANUAL

OF STANDARD PRACTICES.

4. BARS SPECIFIED AS "CONTINUOUS" SHALL EXTEND THE FULL LENGTH OF THE MEMBER

CONTAINING THEM AND MAY BE SPLICED (UNLESS NOTED OR SHOWN WITHOUT SPLICES ON THE

PLANS). IN CONCRETE, PROVIDE LAPS PER DETAIL 2 ON DRAWING G-006. STAGGER ALL SPLICES.

5. DOWELS SHALL BE PROVIDED AT ALL POUR JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS

REINFORCING DIRECTLY BEYOND POUR JOINTS.

6. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE

ENGINEER. REBENDING OF BARS IS NOT PERMITTED.

7. WELDING OF METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION

SHALL CONFORM TO ANSI/AWS D1.4-11. USE LOW HYDROGEN E-70 SERIES ELECTRODES FOR

WELDING OF REINFORCING BARS. CONTINUOUS INSPECTION IS REQUIRED OF ALL FIELD WELDING

IN ACCORDANCE WITH CBC CHAPTER 17.

REINFORCING STEEL NOTES

G-003

SENIOR ENGINEER

04/09/2026

04SHEET __ OF __

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATEREGISTERED ENGINEER

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTIONUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

Know what'sbelow.Callbefore you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CITY OF THOUSAND OAKS DWG.

3027 TOWNSGATE RD., SUITE 140

WESTLAKE VILLAGE, CA 91361

WWW.AECOM.COM

DWG NO25-024A

PERMANENT DISINFECTION BOOSTING SYSTEMS AT

LA GRANADA (CI 5771), AND LANG RANCH (CI 5791) RESERVOIRS

No. 2582

DAL E. WAH 04/03/2026

DW

TN

DK

04/03/26

04/03/26

04/03/26 STRUCTURAL DESIGN CRITERIA AND ABBREVIATIONS

DESIGN CRITERIA

& AND

@ AT

# NUMBER

Ø DIAMETER

AB ANCHOR BOLT

ABS ANCHOR BOLTS

ACI AMERICAN CONCRETE INSTITUTE

ADJ ADJACENT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ALUM ALUMINUM

ALT ALTERNATE

APROX APPROXIMATE

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AWS AMERICAN WELDING SOCIETY

BLKG BLOCKING

BLDG BUILDING

BM BEAM

BOT BOTTOM

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C CHANNEL

CALC'S CALCULATIONS

CBC CALIFORNIA BUILDING CODE

CC,C/C CENTER-TO-CENTER

CF CUBIC FOOT

CI CAST-IRON

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

℄ CENTERLINE

CLG CEILING

CLK(G) CAULK(ING)

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIAL

CMU CONCRETE MASONRY UNIT

CNJ CONTROL JOINT

CNTR CENTER

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DIV DIVISION

DR DOOR

DWG(S) DRAWINGS

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

(F) FUTURE

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FG FINISHED GRADE

FIN FINISH

FLR FLOOR

SCH SCHEDULE

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SLH SHORT LEG HORIZONTAL

SLV SHORT LEG VERTICAL

SMS SHEET METAL SCREW

SOG SLAB ON GRADE

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SS, SST STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURE

STS SELF TAPPING SCREW

SUSP SUSPENDED

SYM/SYMM SYMMETRICAL

SYS SYSTEM

T THICKNESS

T&B TOP AND BOTTOM

TEMP TEMPORARY

THK THICK

TL TOTAL LOAD

TMS THE MASONRY SOCIETY

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TS TOP OF SLAB

TYP TYPICAL

TW TOP OF WALL

UON/ UNO UNLESS OTHERWISE NOTED

UT ULTRASONIC TESTING

(V)/VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W.P. WORKING POINT

W/O WITHOUT

WP WATERPROOF/WORK POINT

WT WEIGHT, STRUCTURAL TEE,

WALL THICKNESS

YD YARD

ABBREVIATIONS

FNDN/FDN FOUNDATION

FO_ FACE OF ______

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FS FINISHED SURFACE

FT FOOT/FEET

FTG FOOTING

GA GAGE/GAUGE

GALV GALVANIZED

GI GALVANIZED IRON

GRD GRADE

GRTG GRATING

HDG HOT DIP GALVANIZED

HDR HEADER

(H)/HORIZ HORIZONTAL

HM HOLLOW METAL

HP HIGH POINT

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING,VENTILATION,&AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT INTERIOR

JST JOIST

JT JOINT

KIP 1,000 POUNDS

KSI KIPS PER SQUARE INCH

KCF KIPS PER CUBIC FOOT

∠ ANGLE

LB(S) POUNDS

LB/SF POUND(S) PER SQUARE FOOT

LF LINEAR FOOT

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LLBB LONG LEG BACK-TO-BACK

LONGIT LONGITUDINAL

LP LOW POINT

LW LIGHT WEIGHT

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MFG MANUFACTURER

MO MASONRY OPENING

MTL METAL

(N) NEW

NDT NON-DESTRUCTIVE TEST(ING)

NIC NOT IN CONTACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NSG NON-SHRINK GROUT

NTS NOT TO SCALE

OC ON CENTERS

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND, OVERHEAD

OPNG(S) OPENING(S)

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER SQUARE INCH PER INCH OF DEFORMATION

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PLF POUNDS PER LINEAL FOOT

PNL PANEL

PREFAB PREFABRICATED

PP PARTIAL PENETRATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT(S) POINT(S)

PVC POLYVINYL CHLORIDE

R, RAD RADIUS

RD ROOF DRAIN

RECT RECTANGLE, RECTANGULAR

REF REFERENCE

REINF REINFORCING, REINFORCEMENT

REQ'D REQUIRED

REV REVISION

G-004

SENIOR ENGINEER

04/09/2026

05SHEET __ OF __

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATEREGISTERED ENGINEER

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTIONUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

Know what'sbelow.Callbefore you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CITY OF THOUSAND OAKS DWG.

3027 TOWNSGATE RD., SUITE 140

WESTLAKE VILLAGE, CA 91361

WWW.AECOM.COM

DWG NO25-024A

PERMANENT DISINFECTION BOOSTING SYSTEMS AT

LA GRANADA (CI 5771), AND LANG RANCH (CI 5791) RESERVOIRS

No. 2582

DAL E. WAH 04/03/2026

DW

TN

DK

04/03/26

04/03/26

04/03/26 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS

SPECIAL INSPECTIONS NOTES -

APPLIES TO ALL CHECKLISTS

THE SPECIAL INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS

REQUIRED BY CBC 2025 CHAPTER 1 SECTION 110. THE SPECIAL INSPECTIONS

IDENTIFIED ON PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE

INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION'S

BUILDING INSPECTOR. THE GOVERNING JURISDICTION IS DEFINED AS THE CITY,

COUNTY, OR GOVERNMENTAL UNIT THAT IS RESPONSIBLE FOR THE INSPECTIONS

OF CONSTRUCTION OR WORK AS SPECIFIED IN THE CONTRACT DOCUMENTS.

SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT SHALL BE PERFORMED IN

ACCORDANCE WITH CBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE

PERFORMED BY AN APPROVED INSPECTION AGENCY U.N.O, EMPLOYED BY THE

OWNER AND VENTURA COUNTY FIRE DEPARTMENT INSPECTOR.

THE SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE INTERNATIONAL CODE

COUNCIL (ICC) TO PERFORM INSPECTION FOR THE PARTICULAR TYPE OF

CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION PRIOR TO THE

COMPLETION OF THAT PHASE OF THE WORK.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING

OFFICIAL AND/OR THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF

UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE BUILDING OFFICIAL.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING

WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE

INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND

SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THIS CODE.

IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE AT LEAST 48

HOURS ADVANCE NOTICE TO THE OWNER/OWNER'S REPRESENTATIVE WHEN HIS

WORK IS READY FOR ANY REQUIRED SPECIAL INSPECTIONS.

SHOP INSPECTION OF STEEL CONSTRUCTION IS NOT REQUIRED WHEN THE WORK IS

DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO

PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED

UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY

CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN

APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE

APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE

BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE

WITH THE APPROVED CONSTRUCTION DOCUMENTS.

CONTRACTOR RESPONSIBILITY

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR

SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR

SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL

INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE

BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON

THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF

RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGMENT OF AWARENESS OF THE

SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.

OWNER OR OWNER'S REPRESENTATIVE SHALL BE SYNONYMOUS WITH 'BUILDING

OFFICIAL' IN THE FOREGOING IF THE PROJECT IS NOT UNDER THE JURISDICTION OF

A BUILDING DEPARTMENT.

SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF WORK

PERFORMED IN THE FIELD, OR NOT PERFORMED IN AN APPROVED FABRICATION

SHOP AS DEFINED ABOVE, UNLESS NOTED AS "N/A".

CONTINUOUS AND PERIODIC INSPECTIONS:

1. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL

INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL-TIME VERIFICATION OF THE

WORK.

2. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR

SHALL PROVIDE VERIFICATION THAT THE PERIODIC INSPECTION WAS

PERFORMED.

MAIN WIND- OR SEISMIC-FORCE-RESISTING SYSTEMS, DESIGNATED SEISMIC

SYSTEMS, AND SEISMIC-RESISTING COMPONENTS SUBJECT TO SPECIAL

INSPECTIONS

- FOR ACTIVE MECHANICAL AND ELECTRICAL EQUIPMENT THAT MUST REMAIN

OPERABLE FOLLOWING THE DESIGN EARTHQUAKE GROUND MOTION,

INSPECTION/VERIFICATION THAT THE LABEL, ANCHORAGE AND MOUNTING

CONFORM TO THE CERTIFICATE OF COMPLIANCE

- PERIODIC SPECIAL INSPECTION FOR INSTALLATION OF ELECTRICAL

EQUIPMENT ANCHORAGE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION:

CONTINUOUS

INSPECTION

PERIODIC

INSPECTION

1. INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT.

2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE

1705.3

3. INSPECT ANCHORS CAST IN CONC, PRIOR TO AND DURING PLACEMENT OF

CONCRETE

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE

MEMBERS.

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED

TENSION LOADS.

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED

IN 4.A.

5. VERIFY USE OF REQUIRED DESIGN MIX.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES

10. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES

AND FORMS FROM BEAMS AND STRUCTURAL SLABS.

11. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED.

REQUIRED VERIFICATION AND INSPECTION OF SOILS:

CONTINUOUS

INSPECTION

PERIODIC

INSPECTION

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE

DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER

MATERIAL.

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING

PLACEMENT AND COMPACTION OF COMPACTED FILL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE

HAS BEEN PREPARED PROPERLY.

9. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS

N/A

N/A

STEEL CONSTRUCTION (STRUCTURAL STEEL):

P O

1. INSPECTION TASKS PRIOR TO WELDING

A. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE

B. MANUFACTURERS CERTIFICATIONS FOR WELDING CONSUMABLES

AVAILABLE

C. MATERIAL IDENTIFICATION (TYPE/GRADE)

D. WELDER IDENTIFICATION SYSTEM

E. FIT-UP OF GROOVE WELDS (INCLUDING GEOMETRY)

· JOINT PREPARATION

· DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

· CLEANLINESS (CONDITION OF STEEL SURFACES)

· TACKING (TACK WELD QUALITY AND LOCATION)

· BACKING TYPE AND FIT (IF APPLICABLE)

F. CONFIGURATION AND FINISH OF ACCESS HOLES

G. FIT-UP OF FILLET WELDS

· DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

· CLEANLINESS (CONDITION OF STEEL SURFACES)

· TACKING (TACK WELD QUALITY AND LOCATION)

2. INSPECTION TASKS DURING WELDING

O - OBSERVE THESE ITEMS ON A RANDOM BASIS, OPERATIONS NEED NOT BE DELAYED

PENDING THESE INSPECTIONS

P - PERFORM THESE TASKS FOR EVERY LOCATION

A. USE OF QUALIFIED WELDERS

B. CONTROL AND HANDLING OF WELDING CONSUMABLES

· PACKAGING

· EXPOSURE CONTROL

C. NO WELDING OVER CRACKED TACK WELDS

D. ENVIRONMENTAL CONDITIONS

· WIND SPEED WITHIN LIMITS

· PRECIPITATION AND TEMPERATURE

E. WPS FOLLOWED

· SETTINGS ON WELDING EQUIPMENT

· TRAVEL SPEED

· SELECTED WELDING MATERIALS

· SHIELDING GAS TYPE/FLOW RATE

· PREHEAT APPLIED

· INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

· PROPER POSITION (F, V, H, OH)

F. WELDING TECHNIQUES

· INTERPASS AND FINAL CLEANING

· EACH PASS WITHIN PROFILE LIMITATIONS

· EACH PASS MEETS QUALITY REQUIREMENTS

1. OFF-SITE FABRICATION:

FABRICATORS SHALL BE CITY, COUNTY AND/OR CBC APPROVED FABRICATORS.

FABRICATORS FOR ALL OFF-SITE FABRICATION OF THE ITEMS LISTED BELOW:

A. TRUSSES

B. GLU-LAMINATED MEMBERS

C. PRECAST CONCRETE

D. STRUCTURAL STEEL (MILL REPORTS AND IDENTIFICATION OF STEEL, AFFIDAVIT OF

COMPLIANCE)

E. OTHER: _________________________

2. DEFERRED SUBMITTALS:

SUBMITTAL DOCUMENTS FOR THE DEFERRED SUBMITTAL ITEMS LISTED BELOW SHALL

BE DESIGNED BY A PE OR SE LICENSED IN THE STATE OF CALIFORNIA AND SUBMITTED

BY THE CONTRACTOR TO THE CITY AND STRUCTURAL ENGINEER FOR REVIEW AND

APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR

DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE CITY.

A. PROCESS TANK ANCHORAGE

B. CONCRETE MIX

C. OTHER:

YES NO

REQUIRED

( ) N/A

G-005

DEFERRED SUBMITTALS / CERTIFICATIONS

* CONTRACTOR TO PROVIDE ANCHORAGE CALCULATIONS IN ACCORDANCE

WITH ACI 318, CHAPTER 17.

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

REVIEWED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

SENIOR ENGINEER

04/09/2026

Shamir Shahamiri 04/09/2026

CONTINUOUS

INSPECTION

PERIODIC

INSPECTION

SENIOR ENGINEER

04/09/2026

3. INSPECTION TASKS AFTER WELDING

4. INSPECTION TASKS PRIOR TO BOLTING

A. WELDS CLEANED

B. SIZE, LENGTH, AND LOCATION OF WELDS

C. WELDS MEET VISUAL ACCEPTANCE CRITERIA

· CRACK PROHIBITION

· WELD/BASE-METAL FUSION

· CRATER CROSS SECTION

· WELD PROFILES

· WELD SIZE

· UNDERCUT

· POROSITY

D. ARC STRIKES

E. K-AREA

· WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS

BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS

WITHIN 3 IN. (75MM) OF THE WELD

F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

G. REPAIR ACTIVITIES

H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

A. MANUFACTURER'S CERTIFICATION AVAILABLE FOR FASTENER MATERIAL

B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT

LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)

D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE

CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE

REQUIREMENTS

F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER

COMPONENTS

5. INSPECTION TASKS DURING BOLTING

A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND

WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED

B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING

OPERATION

C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM

ROTATING

D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE

EDGES

6. INSPECTION TASKS AFTER BOLTING

A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS

7. INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR

TO CONCRETE PLACEMENT

A. PLACEMENT AND INSTALLATION OF STEEL DECK

B. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS

STEEL CONSTRUCTION (OTHER THAN STRUCTURAL STEEL)

1. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK

A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS

B. MANUFACTURER'S CERTIFIED TEST REPORTS

2. INSPECTION OF WELDING IN ACCORDANCE WITH AWS D1.3 AND SDI QA/QC

A. COLD-FORMED STEEL DECK

· FLOOR AND ROOF DECK WELDS

CONTINUOUS

INSPECTION

PERIODIC

INSPECTION N/A

1. OFF-SITE FA

FABRICATO

FABRICATO

A. TRUSS

B. GLU-LA

C. PRECA

D. STRUC

COMPL

E. OTHER

2. DEFERRED

SUBMITTAL

BE DESIGNE

BY THE CON

APPROVAL.

DESIGN AND

A. PROCE

B. CONCR

C. OTHER

DEFERRED SUBM

* CONTRAC

WITH ACI 31

STEEL CONSTRUCTION (STRUCTURAL STEEL) CONTINUED:

P O

O - OBSERVE THESE ITEMS ON A RANDOM BASIS, OPERATIONS NEED NOT BE DELAYED

PENDING THESE INSPECTIONS

P - PERFORM THESE TASKS FOR EVERY LOCATION

CONCRETE REINFORCING LAP SPLICE SCHEDULE

BAR

f'c = 2500 f'c = 3000 f'c = 4000 f'c = 4500

L (inches) L (inches) L (inches) L (inches)

3 24 22 19 18

4 32 29 25 24 5 39 36 31 30

6 47 43 37 35

7 69 63 54 51

8 78 72 62 59

9 88 81 70 66

"L"NOTES:

1. LAPS SHOWN IN THIS TABLE ARE CLASS B, CATEGORY 3 TYPE SPLICES. LAP LENGTH IS BASED UPON

SMALLER OF TWO BARS BEING SPLICED WHEN NOT THE SAME SIZE.

2. INCREASE LAP LENGTHS BY A FACTOR OF 1.3 FOR HORIZONTAL REINFORCEMENT SO PLACED THAT

MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THIS REINFORCEMENT

d d

O R

1' 0"

M

IN

4d OR

2.5" MIN.

D d

1- 1/

2d C

LE

AR

O R

W

IR

E

TI

E

TO

G

ET

H

ER

LAP PER DETAIL 2 HEREON

6d OR 3" MIN. d

4d (#3, #4, #5)

6d (36, #7, #8)

90° BEND 180° HOOK

LAP AND OFFSET STIRRUP OR TIE

D = 8d FOR #9 AND LARGER D = 6d FOR #8 AND SMALLER BARS

135° HOOK

D

DOUBLE LAYER OF REINFORCEMENT

SINGLE LAYER OF REINFORCEMENT

INTERSECTIONCORNER ALT. CORNER

INTERSECTIONCORNER ALT. CORNER

LA

P

PE

R

D

ET

AI

L

2/

CONT. CONST. JOINT w/

BEVELED SHEAR KEY

(CONC. WALLS ONLY) TYP.

1" TYP.

VERTICAL

REINFORCEMENT

1" T

YP

LAP PER

DETAIL 2/-

REINFORCEMENT @ ℄ OF

WALL UNLESS NOTED

OTHERWISE

1" TYP.

LA

P

PE

R

D

ET

AI

L

2/

LAP PER

DETAIL 2/- 1"

T

YP

VERT. REINF. (EXCEPT

FOR TILT-UP CONST.

LAP PER

DETAIL 2/-

1" TYP.CLEARANCE AS

NOTED IN GEN.

STRUCT. NOTES

LA

P

PE

R

D

ET

AI

L

2/

LAP PER

DETAIL 2/-1"

T

YP

LA

P

PE

R

D

ET

AI

L

2/

METAL ROOF DECK

HSS4x4 BEAM PER PLAN

1/4

HSS4x4 BEAM PER PLAN

1/4PVC CLAD

METAL

FLASHING

OVERHANG ROOF DECK

6" LOW SIDE OF ROOF

2" HIGH SIDE OF ROOF

2" ALL OTHER SIDES

18ga METAL

FASCIA

STANDING SEAM

METAL ROOF

OSB OVER METAL

ROOF DECK

TOP OF STEEL

METAL ROOF DECK

ATTACH WITH HILTI SCREW S-SLC 01 OR

S-SLC 02 SIDELAP CONNECTION @ 18"

CONCRETE CONTAINMENT

SLAB - SEE PLAN FOR TYP

REINF

1' -4

M

IN

#4 @ 12"

#5 TYP

8"

HSS4x4 CANOPY

POST PER PLAN

METAL ROOF DECK - SEE

DETAIL 8 FOR ATTACHMENT

1/4" THICK END

PLATE

HSS4x4 BEAM PER PLAN

HSS4x4 BRACE PER PLAN

2'-0"

2' -0

1/4

TYP @ INSIDE

EDGES

1/4

TYP @ OUTSIDE

EDGES

CENTERED ON

CURB WIDTH

ROOF DECK OVERHANG - SEE

DETAIL 7 (WHERE OCCURS)

4 - #12 SELF DRILLING SCREWS w/ NEOPRENE

WASHER PER 35" DECK PANEL (36/4 PATTERN)

STANDING SEAM METAL ROOF -

SEE ARCHITECTURAL DRAWINGS

OSB - ATTACH WITH #10 FLAT HEAD SELF

DRILLING SCREWS @ 12" AT PANEL EDGES

AND @ 12" EACH WAY FIELD SPACING

18ga METAL FASCIA

NOTE: FOR DECK ATTACHMENT AT SUPPORTS PARALLEL TO DECK, SEE STEEL

DECK NOTES ON DWG G-003

STANDING SEAM

METAL ROOF

OSB OVER METAL

ROOF DECK

TOP OF STEEL

CONCRETE CONTAINMENT

SLAB - SEE PLAN FOR TYP

REINF

HSS4x4 CANOPY POST PER PLAN

HSS5x5x3/16 SLEEVE w/ 1/4" THICK END

PLATE, EMBED 18"

#5 @ 12"

FILL ANNULAR SPACE w/ NONSHRINK

GROUT - PROVIDE CROWN AT TOP

TO SLOPE AWAY FROM POST

1' -4

M

IN

1'-4"

#4 EACH

SIDE OF POST

#5 CONT

(N) CURB AT LA GRANADA

(E) CURB AT LANG RANCH

7'-10"

3' -0

3'-0"

(N) CONCRETE PAD

(E) CONCRETE SLAB

SECTION APLAN

(N) EQUIPMENT SKID

3" C

LR

3" CLR

(N) CONCRETE

PAD

#5 @ 12" MAX

(E) CMU WALL

(E) CMU WALL

2' -0

8"

#5 @ 10"

#5 @ 10" TYP

1/2" THK EXP JT FILLER

#5

1/4" THK JOINT SEALANT

AT TOP AND ENDS OF PAD

PERIMETER DOWELS SET IN

EPOXY ADHESIVE (5" EMBED)

VARIES - SEE PLAN

2' -4

2'-4"

M

AT

C H

(E

C O

N C

R

ET

E

PA

D (W

H

ER

E O

C C

U R

S) O

R 2'

-0

(N) CONCRETE PAD

(E) AC PAVEMENT - SAWCUT AND

REMOVE AS REQUIRED, REPLACE

IN-KIND

SECTION APLAN

EQUIPMENT

SEE DWG C-002

2" C

LR

2" CLR

3" C

LR

(N) CONCRETE

PAD

#5 @ 12" MAX

EACH WAY

(E) CMU WALL

(E) CONCRETE PAD

(WHERE OCCURS)

ONE LAYER 15 LB BUILDING

PAPER BETWEEN CONCRETE

AND CMU

4"

(E) CMU WALL

(E) FTG

#5 @ 12" MAX

EACH WAY

3" C

LR

A

A

1/2" THK EXP

JT FILLER

DRILL AND EPOXY DOWELS INTO (E)

CONCRETE PAD WHERE OCCURS (6"

EMBED) - SEE POST-INSTALLED

DOWEL NOTES ON DWG G-003

(E) AC

06G-006

TYPICAL STRUCTURAL DETAILS

1 TYPICAL BAR BENDS

Scale: NTS

2 TYPICAL CONCRETE LAP SPLICE SCHEDULE

Scale: NTS 4 TYPICAL CANOPY POST EMBEDMENT

Scale: 1" = 1'-0"

5 TYPICAL CONCRETE CURB

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

6 TYPICAL BEAM TO COLUMN CONNECTION

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

7 TYPICAL BEAM TO BEAM CONNECTION

Scale: 3" = 1'-0"

8 TYPICAL METAL DECK CONNECTION

Scale: NTS

3 TYPICAL REBAR AT CORNERS AND INTERSECTIONS

Scale: NTS

SHEET __ OF __

CITY OF THOUSAND OAKS

H. TED GERBER, CITY ENGINEER

DATEENGINEERING DIVISION MANAGER

CITY OF THOUSAND OAKS

DATEDATEREGISTERED ENGINEER

DATE

CHECKED

DATE

DATE

DESIGNED

DRAFTED BY

PREPARED BY

C.T.O.DATER.C.E. DATEREV. SYMBOL DESCRIPTIONUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA

Know what'sbelow.Callbefore you dig.

CALL 811

AT LEAST TWO DAYS

BEFORE YOU DIG REVIEWED BY:

APPROVED BY:

DATEPROJECT ENGINEER

REVIEWED BY:

CITY OF THOUSAND OAKS DWG.

3027 TOWNSGATE RD., SUITE 140

WESTLAKE VILLAGE, CA 91361

WWW.AECOM.COM

DWG NO25-024A

No. 2582

DAL E. WAH 04/03/2026

PERMANENT DISINFECTION BOOSTING SYSTEMS AT

LA GRANADA (CI 5771) RESERVOIRS

DW

TN

DK

04/03/26

04/03/26

04/03/26

9 CONCETE EQUIPMENT PAD AT LANG RANCH

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

10 CONCETE EQUIPMENT PAD AT LA GRANADA

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

SENIOR ENGINEER

04/09/2026

PIPING LEGEND

EXISTING PIPE

PROPOSED PIPE

EXISTING PIPE (BELOW GROUND)

PROPOSED PIPE (BELOW GROUND)

EXISTING VALVE

PROPOSED VALVE

EXISTING PUMP

PROPOSED PUMP

EXISTING VAULT

PROPOSED VAULT

EXISTING TANK

PROPOSED TANK

GENERAL NOTES

1. PROVIDE PIPING SUPPORTS AS REQUIRED PER SPECIFICATIONS AND DETAILS.

2. ALL MATERIALS SHALL BE RESISTANT TO THE CHEMICALS STORED AND CONVEYED.

3. PROVIDE ALL SAFETY SIGNAGE REQUIRED FOR THE CHEMICALS STORED AND CONVEYED.

4. SEE SPECIFICATIONS FOR PIPING SYSTEMS MATERIALS, LINING, COATING AND DESIGN REQUIREMENTS.

5. WHEN EQUIPMENT IS NOTED AS "TYP OF X", "X" DESIGNATES THE TOTAL QUANTITY OF THAT EQUIPMENT FOR

THAT AREA BUILDING.

6. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR

ADJACENT RUN OF PIPE.

7. NOT ALL THE REQUIRED FITTINGS ARE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE FITTINGS SHOWN ON DRAWINGS AND ANY ADDITIONAL FITTINGS AS REQUIRED BY PIPING ARRANGEMENTS SHOWN ON

DRAWINGS AND PER EQUIPMENT FURNISHED.

8. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED PIPE ELEVATIONS.

9. CONTRACTOR SHALL ADD IDENTIFICATION LABELS TO ALL CHEMICAL CONTAINMENT PIPING PER SECTION 15 15 10.

10. ON CHEMICAL PIPING PROVIDE UNIONS AT PIPE CONNECTIONS AND AT INSTRUMENT/VALVES/EQUIPMENT

LOCATIONS TO FACILITATE CONVENIENT REMOVAL OF INSTRUMENTS/VALVES/EQUIPMENT.

11. ALL EQUIPMENT AND MATERIALS SHALL BE AS APPROVED BY THE CITY AND IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS, UNLESS OTHERWISE NOTED.

12. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCK, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST

PRESSURES SPECIFIED.

13. ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS OR FLOORS SHALL REQUIRE FIRESTOPPING.

14. THE CONTRACTOR SHALL VERIFY SUCTION AND DISCHARGE CONTAINMENT PIPING/CARRIER TUBING ARE

INSTALLED AND SUPPORTED TO PREVENT IMPARTING ANY STRAIN ON THE PUMPS.

15. PROVIDE WARNING SIGNS PER SPECIFICATIONS ON THE FRONT AND BACK OF ALL REMOTELY CONTROLLED

EQUIPMENT.

16. MOUNT ALL VALVES AND MANUAL VALVE OPERATORS IN ACCESSIBLE LOCATIONS WITH UNOBSTRUCTED

VALVE OPERATOR POSITION FOR EASE OF OPERATION.

17. NOT ALL INSTRUMENTATION AND ELECTRIC MOTOR VALVE OPERATORS ARE SHOWN ON THE MECHANICAL DRAWINGS. REFER TO ELECTRICAL AND INSTRUMENTATION DRAWINGS FOR INSTRUMENT AND VALVE

OPERATOR LOCATIONS AND DETAILS.

18. IN CASE OF CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS,…