MAPS_Rehabilitation_Project_Drawings_(signed).pdf

S a n t a M o n i c a

Woodard & Curran

SITE LOCATION

PROJECT LOCATION MAP SITE LOCATION MAP

CITY OF SANTA MONICA PWD

SOURCE: USGS TOPOGRAPHIC MAP

N

S

EW

N

S

EW

OWNER PROJECT NO. SP2767

JUNE 2026

RELEASED FOR CONSTRUCTION

PROJECT LOCATION

MOSS AVENUE PUMP STATION

REHABILITATION PROJECT

w oo da rd cu rra n.

ne t\ sh ar ed \P ro je ct s\

5.

S an ta

M on ic a

M

AP

S

SM

UR

RF

\w ip

\D ra w in gs \G en er al \G

-0

.d w g, M ay

3,

- 1 2:

pm

C

SB

RO

W

N

SHEET INDEX

DWG NO DWG NAME

GENERAL

G-000 COVER SHEET

G-001 GENERAL NOTES

CIVIL

C-101 EXISTING SITE PLAN

C-102 PROPOSED SITE PLAN

C-103 GRADING PLAN

STRUCTURAL

S-001 STRUCTURAL ABBREVIATIONS & GENERAL NOTES

S-002 STRUCTURAL REPAIR NOTES, SCHEDULE & DETAILS

S-003 SPECIAL INSPECTIONS

S-101 STRUCTURAL LOWER LEVEL PLAN

S-102 STRUCTURAL UPPER LEVEL PLAN

S-103 PUMP STATION GROUND LEVEL SLAB PLAN

S-104 CONTROL ROOM PLAN, ELEVATIONS, AND NOTES

S-105 ELECTRICAL ROOM HATCH REPLACEMENT PLANS

S-301 STRUCTURAL SECTIONS 1

S-302 STRUCTURAL SECTIONS 2

S-901 STRUCTURAL DETAILS

S-902 RAILING, LADDER, & CONCRETE DETAILS

MECHANICAL

M-001 MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS

M-101 LOWER FLOOR - MECHANICAL PLAN

M-102 MECHANICAL SECTION A

M-103 MECHANICAL SECTION B

M-104 FUEL PIPE ROUTING AID

M-901 MECHANICAL DETAIL

ELECTRICAL

E-001 LEGENDS, ABBREVIATIONS, AND GENERAL NOTES

ES-011 SITE DEMOLITION, POWER, CONTROLS, AND GROUNDING PLANS

ED-051 DEMOLITION ONE-LINE DIAGRAM

E-051 ONE-LINE DIAGRAM SHEET 1

E-052 ONE-LINE DIAGRAM SHEET 2

ED-101 PUMP STATION DEMOLITION PLANS, PANEL SCHEDULE, AND WIRING DIAGRAM

E-101 PUMP STATION PLANS, SECTION, PANEL SCHEDULE, AND WIRING DIAGRAM

E-701 SUPPLY AND EXHAUST FAN WIRING DIAGRAMS

E-901 DETAILS - SHEET 1

E-902 DETAILS - SHEET 2

INSTRUMENTATION

I-001 INSTRUMENTATION LEGEND & NOTES

I-002 EXISTING NETWORK ARCHITECTURE

I-003 PROPOSED NETWORK ARCHITECTURE

I-101 MAPS SCADA PANEL CP-1 BILL OF MATERIALS

I-102 MAPS SCADA PANEL CP-1 EQUIPMENT LAYOUT

I-103 MAPS SCADA PANEL CP-1 TERMINAL BLOCK LAYOUT (1 OF 2)

I-104 MAPS SCADA PANEL CP-1 TERMINAL BLOCK LAYOUT (2 OF 2)

I-105 MAPS SCADA PANEL CP-1 POWER DISTRIBUTION (1 OF 3)

I-106 MAPS SCADA PANEL CP-1 POWER DISTRIBUTION (2 OF 3)

I-107 MAPS SCADA PANEL CP-1 POWER DISTRIBUTION (3 OF 3)

I-108 MAPS SCADA PANEL CP-1 COMMUNICATIONS

I-109 MAPS SCADA PANEL CP-1 PLC DIGITAL INPUTS (1 OF 3)

I-110 MAPS SCADA PANEL CP-1 PLC DIGITAL INPUTS (2 OF 3)

I-111 MAPS SCADA PANEL CP-1 PLC DIGITAL INPUTS (3 OF 3)

I-112 MAPS SCADA PANEL CP-1 PLC DIGITAL OUTPUTS

I-113 MAPS SCADA PANEL CP-1 PLC SPARE SLOT 6

I-114 MAPS SCADA PANEL CP-1 PLC ANALOG INPUTS

I-115 MAPS SCADA PANEL CP-1 PLC ANALOG OUTPUTS

I-116 MAPS INTRINSIC BARRIER PANEL COMPONENT LAYOUT & WIRING DIAGRAM

I-117 MAPS CP-1 & EP-160 WET WELL LEVEL CONTROL RELAY WIRING DIAGRAMS

I-201 LCP-100 SCADA PANEL BILL OF MATERIALS

I-202 LCP-100 SCADA PANEL EQUIPMENT LAYOUT

I-203 LCP-100 SCADA PANEL TERMINAL BLOCK LAYOUT (SHEET 1 OF 3)

I-204 LCP-100 SCADA PANEL TERMINAL BLOCK LAYOUT (SHEET 2 OF 3)

I-205 LCP-100 SCADA PANEL TERMINAL BLOCK LAYOUT (SHEET 3 OF 3)

I-206 LCP-100 SCADA PANEL POWER DISTRIBUTION (SHEET 1 OF 2)

I-207 LCP-100 SCADA PANEL POWER DISTRIBUTION (SHEET 2 OF 2)

I-208 LCP-100 SCADA PANEL COMMUNICATIONS

I-209 LCP-100 SCADA PANEL PLC ANALOG INPUTS (SHEET 1 OF 2)

I-210 LCP-100 SCADA PANEL PLC ANALOG INPUTS (SHEET 2 OF 2)

I-211 LCP-100 SCADA PANEL PLC ANALOG OUTPUTS

I-212 LCP-100 SCADA PANEL PLC SPARE SLOT 6

I-213 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 1 OF 4)

I-214 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 2 OF 4)

I-215 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 3 OF 4)

I-216 LCP-100 SCADA PANEL PLC DIGITAL INPUTS (SHEET 4 OF 4)

I-217 LCP-100 SCADA PANEL PLC DIGITAL OUTPUTS

PK

1 70

M

AP

S

RE

H

AB

IL

IT

AT

IO

N P

RO

JE

CT

G-000

DM/ME

MC

SP2767

David Moering

Digitally signed by David Moering DN: CN=David Moering, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 14:22:26-07'00'

JasonH Typewritten Text 6/29

JasonH Stamp

JasonH Typewritten Text

JASON HOANG, PE

PRINCIPAL CIVIL ENGINEER

JasonH Typewritten Text

Joshua.Carvalho Stamp

Joshua.Carvalho Typewritten Text 6/29

Joshua.Carvalho Typewritten Text robert.zak Typewritten Text 6/30/2026 robert.zak Stamp

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION", LATEST EDITION, CITY OF SANTA MONICA STANDARDS AND

THIS PLAN.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM THE

CITY OF SANTA MONICA AND ANY OTHER APPROPRIATE JURISDICTIONAL AGENCIES THAT

MAYBE REQUIRED TO ACCOMPLISH ALL WORK WITHIN THE PUBLIC RIGHT-OF WAY. NO WORK

SHALL START UNTIL ALL NECESSARY PERMITS ARE OBTAINED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW OF PROJECT DRAWINGS AND

SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT MAY

OCCUR, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO START OF

CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED.

4. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS IN THE FIELD. IF THE FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON THE

PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT BEGIN

CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED AND ADDRESSED.

ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY APPLICABLE

CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND

AT NO EXPENSE TO THE OWNER OR THE ENGINEER.

5. THE ENGINEER WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO

OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE

APPROVED BY THE ENGINEER.

6. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND

TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN CONSTRUCTION SHALL BE AS SHOWN FOR

SIMILAR WORK.

7. THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS INSPECTOR 72 HOURS PRIOR TO START OF CONSTRUCTION TO ENSURE THAT ALL PERMITS AND TRAFFIC CONTROLS ARE IN PLACE. (424) 744-0825.

EXISTING & PROPOSED UTILITIES

8. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST

72 HOURS PRIOR TO EXCAVATION.

9. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE

INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE

AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE

LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES

ARE NOT INDICATED IN ELEVATIONS, PROFILE OR SECTION DRAWINGS.

a. THE CONTRACTOR IS TO SUPPLY THE CITY WITH A SET OF COLOR CODED AS-BUILT

DRAWINGS SHOWING ALL UTILITIES THAT OCCUPY THE AREAS SHOWN ON THE

DEMOLITION AND NEW WORK CONSTRUCTION DOCUMENTS IN THIS PACKAGE.

b. CONTRACTOR TO POT HOLE FOR EX. UNDERGROUND UTILITIES AND INDICATE DEPTH

AND SIZE OF UTILITY DISCOVERED.

c. BACKFILL POT HOLES, COMPACT TO 95% RELATIVE COMPACTION AND RESTORE TO

MATCH EXISTING SURFACE.

10. INFORMATION ON LOCATION, SIZES AND DEPTH OF THE EXISTING UTILITIES WAS TAKEN FROM

EXISTING DRAWINGS AND DATA, AND IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL

BECOME FAMILIAR WITH THE PLANS AND SHALL VERIFY SITE CONDITIONS PRIOR TO THE

ORDERING OF MATERIALS AND COMMENCING WORK.

11. ANY UTILITY INVESTIGATION DONE BY POT HOLING EXCAVATION SHALL USE VACUUM

EXTRACTION METHOD ONLY.

12. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF

EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE

PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES

AFFECTED BY THE PROPOSED WORK. THE CONTRACTOR SHALL BEAR ALL COST FOR RELOCATING

AND PROTECTING ALL EXISTING UTILITIES INTERFERING WITH THE WORK.

13. IT WILL BE CONTRACTOR’S RESPONSIBILITY TO ADJUST TO FINISHED GRADE EXISTING SEWER

AND STORM DRAIN MAINTENANCE HOLES AND ANY OTHER UTILITY BOX COVERS AND INSTALL

CONCRETE COLLAR TO MATCH PROPOSED PAVEMENT.

14. THE CONTRACTOR TO BE AWARE OF ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT DISTURB

THEM.

15. ALL FIRE HYDRANTS, WATER CONTROL VALVES, AND MAINTENANCE HOLES SHALL BE KEPT FREE

FROM OBSTRUCTIONS AND AVAILABLE FOR USE AT ALL TIMES.

JOB SITE

16. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE

CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF

CONSTRUCTION AND UNTIL THE WORK IS FORMALLY ACCEPTED BY THE CITY. THIS

REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL

WORKING HOURS.

17. IN CASE OF SUSPENSION OF WORK FROM ANY CAUSE WHATEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS AND SHALL PROPERLY STORE THEM IF NECESSARY AND SHALL

ERECT TEMPORARY STRUCTURE WHERE NECESSARY. CITY WILL NOT BE HELD RESPONSIBLE FOR

THE CARE OR PROTECTION OF ANY MATERIAL OR PARTS OF THE WORK PRIOR TO FINAL

ACCEPTANCE, UNLESS OTHERWISE SPECIFIED.

18. THE CONTRACTOR SHALL MAINTAIN AND CLEAN, IF NECESSARY, ALL EXISTING ONSITE AND/OR

ADJACENT STORM DRAIN INLETS AFFECTED BY CONSTRUCTION DURING THE COURSE OF

CONSTRUCTION AND UNTIL THE WORK IS FORMALLY ACCEPTED BY THE CITY.

19. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OFF AT

APPROVED DISPOSAL SITE. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE

TRANSPORTATION OF MATERIAL TO AND FROM THE SITE.

20. THE CONTRACTOR IS RESPONSIBLE TO KEEP THE CONSTRUCTION AREA INCLUDING ADJACENT STREETS AND PROPERTIES CLEAN AT ALL TIMES. ANY SWEEPING PERFORMED BY CITY CREWS TO

ENFORCE THIS REQUIREMENT SHALL BE CHARGED TO THE CONTRACTOR AT OVERTIME RATES.

21. THE CONTRACTOR SHALL BE RESPONSIBLE DURING ALL PHASES OF WORK TO PROVIDE FOR

PUBLIC SAFETY AND CONVENIENCE. THE CONTRACTOR SHALL ESTABLISH ADEQUATE ACCESS TO

DRIVEWAYS AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE ENGINEER.

22. PEDESTRIAN ACCESS TO RESIDENTS AND BUSINESSES SHALL BE PROVIDED AND MAINTAINED BY

THE CONTRACTOR AT ALL TIMES.

23. THE CONTRACTOR IS ADVISED THAT ALL EXCAVATED MATERIAL AND DEBRIS CREATED BY

REMOVAL OPERATIONS AND SHALL BE USED AS BACKFILL MATERIAL SUBJECT TO APPROVAL.

SALVAGE ALL EXISTING MANHOLE COVERS AND FRAMES, HYDRANTS AND BLOW-OFFS AND

DELIVER THEM TO THE CITY YARD.

SURVEY & LAYOUT

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY

CORNER MARKERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPLACING ANY

SURVEY MONUMENTS THAT ARE DISTURBED DURING CONSTRUCTION. PROPERTY CORNER

MARKERS AND SURVEY MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE

RE-ESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.

25. THE PROPOSED GRADE IS THE FINAL GRADE AND NOT THE ROUGH GRADE. THE

CONTRACTOR SHALL SUBTRACT THE THICKNESS OF THE PAVED SECTION AND/OR

LANDSCAPE TOPSOIL SECTION TO ARRIVE AT THE ROUGH GRADE ELEVATION.

26. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT

ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS.

27. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THIS PLANS SHALL BE

PERFORMED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF CALIFORNIA

PUBLIC HEALTH, SAFETY & WELFARE

28. TRAFFIC CONTROL DEVICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF

THE “STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL” (SAF-T) AND “WORK AREA

TRAFFIC CONTROL HANDBOOK” (WATCH MANUAL) LATEST EDITION.

29. DURING NON-CONSTRUCTION HOURS, ALL EXCAVATIONS IN THE STREET OR ALLEY MUST

BE PLATED OR BACKFILLED WITH TEMPORARY ASPHALT CONCRETE. ALL PLATES NEED TO BE

SECURED IN PLACE TO THE SATISFACTION OF THE ENGINEER. AT THE END OF EACH

WORKING DAY, ROADS SHALL BE OPEN TO VEHICLE TRAFFIC UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

30. CONTRACTOR SHALL PROVIDE NECESSARY TRENCH PLATING. ALL PLATING SHALL BE

FIRMLY SUPPORTED BY ADJACENT PAVEMENT OR BEAMS. ALL PLATES IN A.C. PAVEMENT

SHALL BE STUDDED INTO PAVEMENT WITH TOP PLATES FLUSH WITH PAVEMENT SURFACE.

THERE SHALL BE NO OPENINGS BETWEEN PLATES. PLATES SUPPORTED ON BEAMS SHALL BE

BOLTED TO OR WELDED TO BEAMS BY TACK WELDING. TACK WELDING SHALL BE REQUIRED

OF CONTIGUOUS PLATES. PLATES SHALL BE SECURED SO AS NOT TO MOVE, SLIP OR SLIDE

AND CAPABLE OF CARRYING H-20 WHEEL LOADING. STEEL PLATES SHALL BE STEEL OF

MINIMUM A36 GRADE DESIGNED FOR H520-44 TRUCK LOADING PER CALTRANS BRIDGE

DESIGN SPECIFICATION MANUAL. ALL PLATE SURFACES SHALL BE ROUGHENED OR RAISED

WITH MINIMUM COEFFICIENT OF FRICTION EQUIVALENT TO 0.35 PER CALIFORNIA TEST

METHOD 342, TO MINIMIZE TIRE SLIPPAGE. FOR CONCRETE SECTION OF STREETS, THE

PLATES MAY BE PLACED ON SURFACE AND HELD IN PLACE WITH ASPHALT CONCRETE EDGE

BERMS AND STUDS INTO DRILLED HOLES.

31. TRAFFIC PLATES ON EXCAVATED AREAS SHALL BE SKID RESISTANT, WITH MINIMUM

COEFFICIENT OF FRICTION EQUIVALENT TO 0.35 PER CALIFORNIA TEST METHOD 342. STEEL

PLATES BRIDGING SHALL BE STEEL OF MINIMUM A36 GRADE DESIGNED FOR H520-44

TRUCK LOADING PER CALTRANS BRIDGE DESIGN SPECIFICATION MANUAL.

32. WATER SHALL BE PROVIDED ON SITE AND USED TO CONTROL DUST DURING

CONSTRUCTION OPERATIONS. IT’S CONTRACTOR’S RESPONSIBILITY TO APPLY AND PAY FOR

EDDY VALVE FROM WATER RESOURCES DIVISION AT 2500 MICHIGAN AVENUE, BUILDING 1,

CITY OF SANTA MONICA, CA 90404.

33. ATTENTION IS DIRECTED TO THE SOUND CONTROL REQUIREMENTS AND RESTRICTIONS IN

THE PROJECT GENERAL CONDITIONS. SPECIFICALLY, CONTRACTOR SHALL COMPLY WILL

ALL LOCAL SOUND CONTROL AND NOISE LEVEL RULES, REGULATIONS AND ORDINANCES,

INCLUDING BUT NOT LIMITED TO ALL APPLICABLE PROVISIONS OF CHAPTER 4.12 OF THE

SANTA MONICA MUNICIPAL CODE.

34. THE MOST RESTRICTIVE SECTIONS OF THE SANTA MONICA MUNICIPAL CODE GENERALLY

REQUIRE THAT CONSTRUCTION NOISE NOT EXCEED 85 DBA MEASURED AT A DISTANCE OF

50 FEET DURING NORMAL WORKING HOURS, WHICH ARE 8 A.M. TO 6 P.M. MONDAY

THROUGH FRIDAY, AND 9 A.M. TO 5 P.M. SATURDAY. ANY CONSTRUCTION ACTIVITY, SUCH

AS JACK HAMMERING, THAT IS EXPECTED TO GENERATE NOISE LEVELS IN EXCESS OF THE

PREVIOUSLY INDICATED RESTRICTIONS SHALL ONLY OCCUR BETWEEN THE HOURS OF 10

A.M. AND 3 P.M. MONDAY THROUGH FRIDAY.

35. PRIOR TO COMMENCING THE EXCAVATION OF A TRENCH 5-FEET IN DEPTH AND GREATER

INTO WHICH A PERSON WILL BE REQUIRED TO DESCEND, THE CONTRACTOR SHALL FIRST

OBTAIN A PERMIT TO DO SO FROM THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF

CALIFORNIA (CAL OSHA) PURSUANT TO 7-10.4.1. THE CONTRACTOR SHALL SUBMIT A COPY

OF THE SHORING PLAN AND PERMIT TO THE ENGINEER PRIOR TO EXCAVATION. SAFETY IS

STRESSED. ANY OPERATION OR SITUATION THAT THREATENS THE SAFETY OF WORKERS OR

PUBLIC, INCLUDING IMPROPER TRAFFIC CONTROL, SHALL CAUSE THE SUSPENSION OF

WORK.

36. HARD HATS AND HIGH VISIBILITY ORANGE VESTS SHALL BE WORN AT ALL TIMES WHEN

WORKING ON THE PROJECT OR WITHIN THE PROJECT VICINITY.

TREE PROTECTION

37. THE CONTRACTOR SHALL CONTACT COMMUNITY FORESTER AT (310) 458-5182 48-HOURS

PRIOR TO TRIMMING ANY INTERFERING TREES OR TRENCHING NEAR THE TREES WHICH

CAN DISTURB THE TREE ROOTS.

38. CONTRACTOR SHALL BE FAMILIAR WITH AND HAVE CLEAR UNDERSTANDING OF THE CITY'S

PRUNING GUIDELINES AND PRUNING STANDARDS AS ADOPTED BY THE INTERNATIONAL

SOCIETY OF ARBORICULTURE.

39. CONTRACTOR SHALL FOLLOW ALL GUIDELINES AS DETAILED IN THE MOST CURRENT ANSI

A300 STANDARDS FOR TREE CARE OPERATIONS.

· ANSI A300 PART 1-2008 VERSION ON THE STANDARDS FOR TREE

PRUNING.

· ANSI STANDARD Z133.1-2006 SAFETY REQUIREMENTS

41. TREES WITHIN THE PUBLIC RIGHT-OF-WAY MAY NOT BE REMOVED FOR ANY REASON AND

ARE TO BE PROTECTED FROM INJURY OR DAMAGE DURING CONSTRUCTION. QUESTIONS

REGARDING STREET TREES MAY BE DIRECTED TO THE COMMUNITY FORESTER AT (310)

458-5182.

42. THE TYPICAL TREE PROTECTION ZONE (TPZ) SHOULD ENCOMPASS THE CANOPY PLUS AN

ADDITIONAL RADIAL WIDTH OF TEN FEET (10').

43. REMOVAL OF HARDSCAPE AND/OR EXCAVATION WITHIN THE TPZ SHALL BE DONE

MANUALLY.

44. IN THE EVENT ROOT PRUNING IS REQUIRED TO ACCOMMODATE GRADE CHANGES OR THE

INSTALLATION OF HARDSCAPE FEATURES, THE ROOT PRUNING PROCEDURES SHALL BE

DIRECTED BY A CERTIFIED ARBORIST.

GENERAL NOTES: GENERAL NOTES (CONT.): JOB ADDRESS

1623 APPIAN WAY, SANTA MONICA, CA 90401

ITEM AGENCY/UTILITY COMPANY CONTACT PERSON PHONE NO.

EMERGENCY & FIRST RESPONDERS SANTA MONICA POLICE & FIRE DISPATCH 911

UNDERGROUND SERVICE ALERT DIGALERT (800) 227-2600 811

UTILITY LOCATOR FOR CITY OF SANTA MONICA SANTA MONICA PUBLIC WORKS PUBLIC WORKS INSPECTOR (310) 458-2240 CITY FACILITIES/SERVICES - AFTER HOURS PHONE NO. SANTA MONICA PUBLIC WORKS ARCADIA WATER TREAT. PLANT (310) 434-2672

NON-EMERGENCY POLICE & FIRE:

POLICE SANTA MONICA POLICE FRONT DESK (310) 458-8491

FIRE PREVENTION SANTA MONICA FIRE JOE CAVIN (310) 434-8663

CITY OF SANTA MONICA OWNED/MANAGED FACILITIES:

STREET LIGHTING ELECTRICAL ERNESTO TORRES (310) 458-8529

WATER, SEWER & STORM DRAIN WATER RESOURCES RALPH VALENCIA (310) 458-8508

TRASH PICKUP & TRASH ENCLOSURES RESOURCE RECOVERY & RECYCLING YVONNE YEUNG (310) 458-8552

TRAFFIC SIGNALS TRAFFIC SIGNALS EDWARD ESCARCEGA (310) 458-8522

TRAFFIC SIGNAGE, STRIPING, LOOPS, CAMERAS & SPEED HUMPS TRANSPORTATION MANAGEMENT JOE CONROY (310) 458-8963

MUNICIPAL BUS SYSTEM BIG BLUE BUS ALFREDO TORALES (310) 458-5233

TREE & ROOT PROTECTION URBAN FOREST MATTHEW WELLS (310) 458-5182

PUBLIC LANDSCAPE PUBLIC LANDSCAPE (PARKS/MEDIAN) RACHEL YOUNG (310) 458-8974

NEWSPAPER RACKS PUBLIC WORKS JOSHUA CARVALHO (310) 458-8737

PARKING ENFORCEMENT POLICE (TRAFFIC SERVICES DIVISION) MARGARITA VERDUZCO (310) 458-2226

CITY PARKING FACILITIES PARKING SERVICES ZACH POLLARD (310) 458-8955

BEACH FACILITIES BEACH MAINTENANCE ROBERT DORSEY (310) 458-8974

MUNICIPAL AIRPORT AIRPORT ADMINISTRATION STELIOS MAKRIDES (310) 458-8591

MUNICIPAL PIER PIER MANAGEMENT ELANA BUEGOFF (310) 458-8216

MUNICIPAL FIBER NETWORK (MFN) INFORMATION SYSTEMS DIVISION SARKIS METSPAKYAN (310) 458-5251

BIKE RACKS MOBILITY DIVISION KYLE KOZAR (310) 458-5769

PRIVATELY OWNED/MANAGED UTILITIES:

ELECTRICAL SO. CAL. EDISON (SCE) DIANE FORTE (310) 310-5262

NATURAL GAS SO. CAL. GAS COMPANY (SCG) MIKE GRIMM (310) 901-4241

TELEPHONE VERIZON MATTHEW MILLER (949) 417-7485

CABLE TV SPECTRUM RICK SABATINO (818) 612-8192

TELECOMMUNICATION/FIBER OPTIC CABLE ABOVE NET KEVIN SULLIVAN (714) 236-8502

TELECOMMUNICATION/FIBER OPTIC CABLE METRO ACCESS DESTRY HIPPEN (949) 622-3506

TELECOMMUNICATION/FIBER OPTIC CABLE NEXT "G" NETWORKS RAFAEL NUNEZ (909) 593-9700 TELECOMMUNICATION/FIBER OPTIC CABLE LEVEL 3 COMMUNICATIONS ROBERT THOMPSON (213) 291-6204

TELECOMMUNICATION/FIBER OPTIC CABLE MCI WORLDCOM CRAIG ROBERTSON (714) 591-4614

TELECOMMUNICATION/FIBER OPTIC CABLE QWEST COMMUNICATIONS MICHAEL GARRISON

TELECOMMUNICATION/FIBER OPTIC CABLE FRONTIER CORRY RIGGS (310) 264-5123

OTHER AGENCIES/DISTRICTS:

METROPOLITIAN TRANSPORTATION AUTHORITY (METRO) SPECIAL EVENTS NOTIFICATION (213) 922-4632 SANTA MONICA MALIBU UNIFIED SCHOOL DISTRICT (SMMUSD) FACILITIES MANAGEMENT (310) 450-8338

SANTA MONICA COLLEGE - ADMINISTRATION SMC ADMINISTRATION (310) 434-4000

SANTA MONICA COLLEGE - POLICE SMC CAMPUS POLICE (310) 434-4300

CALTRANS - EMERGENCY & PLANNED CLOSURES CALTRANS DISPATCH (323) 259-2352

CALTRANS - MAINTENANCE WESTDALE MAINTENANCE STATION (310) 479-0728

CALTRANS - INSPECTOR FOR WESTSIDE KEN PAHLEVANI (OR PER CALTRANS PERMIT) (310) 837-8351 CITY OF LOS ANGELES TRAFFIC MANAGEMENT BUREAU OF TRAFFIC MANAGEMENT - WESTERN DISTRICT OFFICE (310) 575-8138

UNITED STATES POSTAL SERVICE (USPS) SANTA MONICA MAIN OFFICE (310) 576-6786

N O T I F I C A T I O N S

GENERAL NOTES (CONT.):

MISCELLANEOUS

45. AT LEAST 72 HOURS SHALL ELAPSE FROM THE TIME CONCRETE IS PLACED BEFORE

VEHICULAR TRAFFIC IS PERMITED TO TRAVEL ON IT, UNLESS OTHERWISE APPROVED BY

THE ENGINEER.

46. WHERE EXISTING PAVEMENT OR SUBGRADE IS FOUND TO BE UNSTABLE, THE

CONTRACTOR SHALL REMOVE AND REPLACE THE TOP 3 FEET OF SUBGRADE WITH

CRUSHED MISCELLANEOUS BASE (CMB) AND COMPACT TO 90% OF MAX. DRY DENSITY

OBTAINABLE AS MEASURED BY ASTM D-1157. IF SHALLOW UTILITIES PREVENT REMOVAL

OF 3 FEET OF SUBGRADE SOIL, A WOVEN GEOFABRIC SHALL BE USED TO PROVIDE

STRENGTH TO THE SUBGRADE.

47. THE EXACT LOCATION AND DEPTH OF UTILITIES HAVE NOT BEEN INDICATED ON THE

PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES AND

UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES,

IMPACT OR INTERFERE WITH THEIR SERVICES.

48. EXPANSION JOINTS PERPENDICULAR TO THE CURB SHALL BE INSTALLED IN COMBINED

CURB AND GUTTER AT THE BCR, ECR, BC, EC AND AT LOCATIONS WHERE THE CURB JOINS

EXISTING STRUCTURES. LONGITUDINAL EXPANSION JOINTS SHALL BE INSTALLED WHERE

THE CURB BUTTS AGAINST ANY EXISTING STRUCTURE.

49. SAWING OF JOINTS SHALL BEGIN AS SOON AS THE CONCRETE HAS SUFFICIENTLY

HARDENED TO PERMIT SAWING WITHOUT RAVELING, BUT NOT EXCEEDING TWELVE (12)

HOURS AFTER PLACEMENT OF CONCRETE. PLACEMENT OF CONCRETE SHALL BE

SCHEDULED TO BEGIN AND FINISH TO ALLOW SAWING OF JOINTS AS PREVIOUSLY

STATED.

50. SAWING OF JOINTS IN NEWLY PLACED CONCRETE PAVEMENT SHALL BE ACCOMPLISHED

BY “SOFF-CUT” OR OTHER EQUIVALENT EARLY-ENTRY SAW CUTTING METHOD ONLY.

51. THE EXACT LOCATIONS AND LIMITS FOR THE REMOVAL AND CONSTRUCTION OF

CONCRETE AND RUBBER SIDEWALKS SHALL BE DETERMINED IN THE FIELD BY THE

CONSTRUCTION MANAGER, INSPECTOR OR ENGINEER.

52. ALL FILL SOILS OR SOILS DISTURBED OR OVER-EXCAVATED DURING CONSTRUCTION

SHALL BE COMPACTED TO 90% MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL

COMPACTION TEST D-1157.

53. THE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS DAMAGED DURING

CONSTRUCTION TO THE SAME OR BETTER CONDITION.

54. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN THEIR OWN STAGING AREA (LAY DOWN

AREA) FOR ALL THEIR TOOLS, EQUIPMENT, MATERIAL AND PARKING. AT THE END OF EACH

DAY, CONTRACTOR SHALL REMOVE ALL MATERIALS, DEBRIS AND FOREIGN MATERIAL,

AND EQUIPMENT FROM THE JOB SITE UNLESS OTHERWISE APPROVED BY THE ENGINEER.

55. THE CONTRACTOR SHALL CONTACT THE CITY TRAFFIC OPERATION MANAGER FOR

TURNING OVER REMOVED EXISTING SIGNAGE TO THE CITY. FOR THE REMOVAL AND

REPLACEMENT OF PARKING METERS, CONTACT THE METER SHOP AT (310) 458-8521.

56. THIS PROJECT MAY BE CONSTRUCTED IN PHASES. EXACT PHASING OF THE PROJECT WILL

BE DETERMINED AFTER THE AWARD OF CONTRACT WITH THE CITY.

57. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH MARKED UP RECORD DRAWINGS

AT THE COMPLETION OF THE PROJECT.

58. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING PUBLIC NOTICES PRIOR TO

BEGINNING CONSTRUCTION ON THE PROJECT:

A. A NOTICE OF PROPOSED WORK SHALL BE MAILED AND HAND DELIVERED TO THE

BUSINESS AND RESIDENTS OF THE GENERAL AREA THAT WILL BE AFFECTED BY THIS

PROJECT PRIOR TO WORK ON THE SITE.

B. A TWO-WEEK NOTICE OF PROPOSED WORK SHALL BE MAILED AND HAND

DELIVERED TO THE BUSINESS AND RESIDENTS OF THE SITE SPECIFIC AREA THAT

WILL BE AFFECTED BY THIS PROJECT, INCLUDING STREET CLOSURES, LANE

CLOSURES, AND PARKING CLOSURES, TO BE RECEIVED AT LEAST TWO WEEKS OR 14

DAYS PRIOR TO WORK ON THE SITE.

C. IF A PROJECT LOCATION INTERFERES WITH BUS SERVICES, THE CONTRACTOR SHALL

NOTIFY THE SANTA MONICA MUNICIPAL BUS SYSTEM (BIG BLUE BUS) AT (310)

428-8647, AND/OR THE METROPOLITAN TRANSIT AUTHORITY AT (213) 972-6007 AT

LEAST FOUR (4) CALENDAR DAYS PRIOR TO WORK ON THE SITE.

59. ENGINEER IS RESPONSIBLE FOR COORDINATION OF ON-SITE BUILDING GRADES WITH

OFF-SITE IMPROVEMENTS/GRADES.

SIGNATURE

LEGAL DESCRIPTION:

MOSS TRACT LOT COM AT MOST W COR OF LOT 15 TH S 41¢11' E 64.86 FT TH N 45¢38' E

67.50 FT TH NW TO A PT IN NW LINE OF LOT 13 NE THEREON 57 FT FROM MOST W COR

OF SD LOT 13 TH NW TO A PT IN NW LINE OF LOT 14 NE THEREON 41 FT FROM MOST W

COR OF SD LOT 14 TH NW TO NW LINE OF SD LOT 15 TH SW THEREON 26 FT TO BEG

PART OF LOTS 13,14 AND LOT 15

BENCHMARK:

BASIS OF BEARING

THE BASIS OF HORIZONTAL CONTROL FOR THIS PROJECT IS THE CALIFORNIA

COORDINATE SYSTEM NAD83 ZONE 5, (2010.00) DETERMINED LOCALLY BY THE

FOLLOWING N.G.S. CONTINUOUS OPERATING REFERENCE STATIONS (C.O.R.S):

N.G.S. C.O.R.S. TORP:

NORTHING = 1748960.10' EASTING = 6461222.47'

N.G.S. C.O.R.S. VDCY:

NORTHING = 1887437.08' EASTING = 6495130.70'

THE COMBINATION FACTOR FOR THIS PROJECT WAS APPLIED AT THE FOLLOWING POINT:

NORTHING = 1826505.55' EASTING = 6411700.23'

DESCRIPTION:

P.K. NAIL IN LEAD IN NORTHWEST CURB OF ARCADIA TERRACE 5.2

FT. SOUTHWEST OF SOUTHWEST CURB OF APPIAN WAY.

ELEVATIONS SHOWN HEREON ARE BASED UPON CITY OF SANTA

MONICA BENCHMARK ID 39, ELEVATION 24.26 FEET (NGVD 29).

S a n t a M o n i c a

Woodard & Curran w oo da rd cu rra n.

ne t\ sh ar ed \P ro je ct s\

5.

S an ta

M on ic a

M

AP

S

SM

UR

RF

\w ip

\D ra w in gs \G en er al \G

-0

.d w g, M ay

3,

- 1 2:

pm

C

SB

RO

W

N

David Moering

Digitally signed by David Moering DN: CN=David Moering, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 14:23:23-07'00'

JasonH Stamp

JasonH Typewritten Text 6/29

JasonH Typewritten Text

JasonH Typewritten Text

JASON HOANG, PE

PRINCIPAL CIVIL ENGINEER

Joshua.Carvalho Stamp

Joshua.Carvalho Typewritten Text 6/29

Joshua.Carvalho Typewritten Text robert.zak Typewritten Text 6/30/2026

INFLUENT SEWER MH

RIM = 27.90

RETAINING WALL

TREES AND

BUSHES

S

EYEWASH/SHOWER-STATION

CP4

CP1000

A

PPIA

N W

A Y

BIKE RACK(TYP)

CONCRETE BASE(TYP)

CONCRETE BASE

CONCRETE

BASE

EP

PYRAMID

DOME

TREV

CONCRETE

PAD

HANDRAIL

PLANTER

CONCRETEPAD

4"X4"

RISER

EB

4" CONDUIT

SD CLEAN-OUT

CONDUIT

E-BOX

E-RISER

SLIDING GATE

GARDEN LIGHT

(TYP)

VENT RISER

TRASH

CAN

2 CONDUITS

(ABOVE GROUND)

VENT RISER

RAMP

GARDEN

LIGHT

CONTAINER

VENTRISER

2 CONDUITS

(ABOVE GROUND)CONDUITS

(ABOVE GROUND)

CONCRETEPAD

EP

ICV

2 CONDUITS

EP

METAL STAIRS

DIRT/PLANTER

DIRT/PLANTER

FDC RISER

VENT RISER

RAMP

2"ø WALL DRAIN

(TYP)

EP

EP

E-RISER

E-BOX

E-BOX

CONCRETEPADS

CONCRETEPAD

PULL-BOX

DIRT/PLANTER

CANOPY

SCREEN-WALL

CANOPY

SET S/X

27.29

EXISTING 2" WATER

SERVICE

EXISTING 2" WATER

SERVICE

Legend

S

EXISTING SITE PLAN

SCALE: 1" = 5'

S a n t a M o n i c a

Woodard & Curran w oo da rd cu rra n.

ne t\ sh ar ed \P ro je ct s\

5.

S an ta

M on ic a

M

AP

S

SM

UR

RF

\w ip

\D ra w in gs \C iv il\

0- C-

1.

dw g, M ay

2,

- 1

2:

pm C

SB

RO

W N

BAR SCALE

1" = 5'

CHECK GRAPHIC SCALE BEFORE USING

05' 5 10'

CONTROL POINTS

CP# NORTHING EASTING ELEVATION DESCRIPTION

CP4 1826505.55' 6411700.23' 27.92' SET SCRIBED X

CP1000 1826551.00' 6411684.55' 28.43' SET SCRIBED X

David Moering

Digitally signed by David Moering DN: CN=David Moering, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 14:23:47-07'00'

JasonH Stamp

JasonH Typewritten Text 6/29

JasonH Typewritten Text

JasonH Typewritten Text

JASON HOANG, PE

PRINCIPAL CIVIL ENGINEER

Joshua.Carvalho Stamp

Joshua.Carvalho Typewritten Text 6/29

Joshua.Carvalho Typewritten Text robert.zak Typewritten Text 6/30/2026

INFLUENT SEWER MH

RIM = 27.90

RETAINING WALL

TREES AND

BUSHES

S

EYEWASH/SHOWER-STATION

CP4

CP1000

A

PPIA

N W

A Y

BIKE RACK(TYP)

CONCRETE BASE(TYP)

CONCRETE BASE

CONCRETE

BASE

EP

PYRAMID

DOME

TREV

CONCRETE

PAD

HANDRAIL

PLANTER

CONCRETEPAD

4"X4"

RISER

EB

4" CONDUIT

SD CLEAN-OUT

CONDUIT

E-BOX

E-RISER

SLIDING GATE

GARDEN LIGHT

(TYP)

VENT RISER

TRASH

CAN

2 CONDUITS

(ABOVE GROUND)

VENT RISER

RAMP

GARDEN

LIGHT

CONTAINER

VENTRISER

2 CONDUITS

(ABOVE GROUND)CONDUITS

(ABOVE GROUND)

CONCRETEPAD

EP

ICV

2 CONDUITS

EP

METAL STAIRS

DIRT/PLANTER

DIRT/PLANTER

FDC RISER

VENT RISER

RAMP

2"ø WALL DRAIN

(TYP)

EP

EP

E-RISER

E-BOX

E-BOX

CONCRETEPADS

CONCRETEPAD

PULL-BOX

DIRT/PLANTER

CANOPY

SCREEN-WALL

CANOPY

SET S/X

27.29

EXISTING 2" WATER

SERVICE

EXISTING 2" WATER

SERVICE

S a n t a M o n i c a

Woodard & Curran w oo da rd cu rra n.

ne t\ sh ar ed \P ro je ct s\

5.

S an ta

M on ic a

M

AP

S

SM

UR

RF

\w ip

\D ra w in gs \C iv il\

0- C-

1.

dw g, M ay

2,

- 1

2:

pm C

SB

RO

W N

BAR SCALE

1" = 5'

CHECK GRAPHIC SCALE BEFORE USING

05' 5 10'

D2

D2 D2

D1

D3

3 2

PROPOSED SITE PLAN

SCALE: 1" = 5'

1. PUMP STATION OPERATIONS SHALL BE MAINTAINED THROUGHOUT

DURATION OF CONSTRUCTION. REFER TO SPECIFICATION SECTION 01 10

00 FOR SUMMARY OF WORK. REFER TO SECTION 01 10 00A - APPENDIX A

FOR SEQUENCE OF WORK REQUIREMENTS.

2. CONTRACTOR SHALL COORDINATE WORK WITH OTHER DISCIPLINES -

REFER TO OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL RELATED

WORK NOT SHOWN.

3. DEMOLISH (DEMO) SHALL BE DEFINED AS REMOVING EACH ITEM IN ITS

ENTIRETY AND LEGALLY DISPOSING OF IT AT AN APPROVED OFF-SITE

LOCATION.

4. ALL EARTHWORK AND GROUND IMPROVEMENTS, INCLUDING BACKFILL,

SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND

PROJECT SPECIFICATIONS.

5. ONLY DEMOLITION KEYNOTE AND SHEET KEYNOTE NUMBERS SHOWN

ON THIS SHEET ARE LISTED IN THE KEYNOTES BELOW. NUMBERS MAY

NOT BE SEQUENTIAL AND WILL HAVE GAPS FOR KEYNOTES WHICH DO

NOT APPLY TO THIS SHEET.

SHEET GENERAL NOTES

SHEET KEYNOTES

1. PROVIDE MODIFICATION TO ABOVE-GRADE FORCE MAIN BYPASS

CONNECTION PER DETAIL 1 ON SHEET M-901.

2. PROVIDE CONCRETE EQUIPMENT PAD PER DETAIL S350 ON SHEET S-902

AND PROVIDE DIESEL FUEL STORAGE TANK. REFER TO SPECIFICATION

SECTION 43 41 13 FOR TANK REQUIREMENTS. CONTRACTOR SHALL FIELD

ROUTE FUEL SUPPLY AND RETURN PIPING TO BACKUP PUMP AND ENGINE

SHOWN ON SHEET M-101.

3. PROVIDE HATCH ENLARGEMENT PER DETAILS ON SHEET S-105.

4. CONTRACTOR AND/OR FIRE SYSTEM DESIGN ENGINEER SHALL CONFIRM

EXISTING FIRE DEPARTMENT CONNECTION CAN BE USED TO TEE OFF FOR

NEW FIRE SPRINKLER SYSTEM. PROVIDE DETAILS OF THE FOLLOWING

ITEMS, OR APPROVED EQUALS: ASSE1024 APPROVED INLINE DUAL CHECK

VALVE SHALL BE INSTALLED AHEAD OF THE BACKFLOW DEVICE; A

SHUTOFF VALVE IS REQUIRED TO BE INSTALLED AHEAD OF THE TEE; FIRE

SERVICE LINE TO THE CONTROL ROOM SHALL BE CPVC OR COPPER.

5. PROVIDE PRECAST EXHAUST CHASE PER DETAILS ON SHEET S-103.

CONTRACTOR SHALL FURNISH AND INSTALL ENGINE EXHAUST PIPE AS

SHOWN ON SHEETS M-101 AND M-102. REFER TO STRUCTURAL SHEETS

FOR ADDITIONAL DETAILS.

XX

DEMOLITION KEYNOTES

1. DEMO CURVED REINFORCED CONC PLANTER WALL AND FOOTING IN ITS

ENTIRETY. APPROX DIMENSIONS (FIELD VERIFY): WALL FOOTING IS 2'-0"

WIDE X 1'-0" HIGH WITH BOTTOM OF FOOTING 2'-0" BELOW GRADE NEAR

EL. 26.00; WALL IS 3'-0" HIGH X 8" THICK WITH 2'-0" ABOVE GRADE;

APPROX WALL LENGTH IS 30'-0".

2. DEMO EXISTING REINFORCED CONC PLANTER CURBS IN THEIR ENTIRETY;

DIMENSIONS APPROX 6" WIDE X 24" DEEP (FV); SEE PLAN FOR CURB

LENGTH; DEMO ALL IRRIGATION LINES AND REMOVE EXISTING FILL SOIL.

3. DEMO AND REMOVE EXISTING TREES AND BUSHES SURROUNDING THE

CONC PLANTER WALL IN THEIR ENTIRETY. CLEAR AND GRUB ALL EXISTING

STUMPS.

4. DEMO, REMOVE, AND PROPERLY DISPOSE OF EXISTING SCREEN-WALL

CANOPY IN ITS ENTIRETY.

5. DEMO AND REMOVE ALL EXISTING IRRIGATION CONTROL VALVES, BOXES,

AND CONTROL WIRES.

DX

D4

D5

David Moering

Digitally signed by David Moering DN: CN=David Moering, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 14:23:59-07'00'

JasonH Stamp

JasonH Typewritten Text 6/29

JasonH Typewritten Text

JasonH Typewritten Text

JASON HOANG, PE

PRINCIPAL CIVIL ENGINEER

Joshua.Carvalho Stamp

Joshua.Carvalho Typewritten Text 6/29

Joshua.Carvalho Typewritten Text robert.zak Typewritten Text 6/30/2026

CP1000

A

PPIA

N W

A Y

-1.1%

FS:28.45

FS:28.55

FS:28.74

FS:28.73

FS:27.99

1.1%

S a n t a M o n i c a

Woodard & Curran w oo da rd cu rra n.

ne t\ sh ar ed \P ro je ct s\

5.

S an ta

M on ic a

M

AP

S

SM

UR

RF

\w ip

\D ra w in gs \C iv il\

0- C-

1.

dw g, M ay

2,

- 1

:1 1p m C

SB

RO

W N

BAR SCALE

1" = 5'

CHECK GRAPHIC SCALE BEFORE USING

05' 5 10'

GRADING SITE PLAN

SCALE: 1" = 5'

1. PUMP STATION OPERATIONS SHALL BE MAINTAINED THROUGHOUT

DURATION OF CONSTRUCTION. REFER TO SPECIFICATION SECTION 01 10

00 FOR SUMMARY OF WORK. REFER TO APPENDIX A FOR DRAFT

SEQUENCE OF WORK PLAN.

2. CONTRACTOR SHALL COORDINATE WORK WITH OTHER DISCIPLINES -

REFER TO OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL NEW RELATED

WORK NOT SHOWN.

3. ALL EARTHWORK AND GROUND IMPROVEMENTS, INCLUDING BACKFILL,

SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND

PROJECT SPECIFICATIONS.

SHEET GENERAL NOTES

SHEET KEYNOTES

1. CONSTRUCT BUILDING PAD PER DETAIL S350 SHEET S-902.

2. INSTALL CRUSHED STONE RECEIVING TRENCH IN BETWEEN PROPOSED

BUILDING SLAB AND EXISTING WALL.

3. PROTECT AND DO NOT DISTURB EXISTING ELECTRICAL AND

COMMUNICATIONS LINES. REFER TO APPENDIX D - POTHOLE REPORT FOR

EXISTING UTILITY INFORMATION. CONTRACTOR SHALL LOCATE UTILITIES

PRIOR TO BEGINNING WORK.

4. REMOVE EXISTING VEGETATION AND A MINIMUM OF 3" OF EXISTING SOIL

AND BACKFILL WITH CRUSHED STONE TO MATCH EXISTING ELEVATIONS

UNLESS OTHERWISE SPECIFIED PER DETAIL 1, THIS SHEET. CONTRACTOR

TO DOCUMENT EXISTING ELEVATIONS PRIOR TO EXCAVATION.

XX

CRUSHED STONE

BUILDING PAD

LEGEND

CRUSHED STONE FINISH TYPICAL SECTION

SCALE: NTS

3/4" CRUSHED STONE

FINISHED GRADE

(SURFACE VARIES)

EXG

TRANSFORMER

EXG SMURRF

CHEMICAL STORAGE

CONTAINER

PROPOSED CONTROL ROOM

SEE SHEET S-104 FOR

BUILDING PAD ELEVATIONS

ELEC M

SB

SEE ELEC DW

GS

NON-WOVEN GEOTEXTILE FABRIC

MIRAFI 180N OR APPROVED EQUAL

DEPTH VARIES

WITH FINISHED GRADE

3" MIN

EXG RETAINING WALLS

SCARIFY AND RECOMPACT 6" OF EXISTING

SUBGRADE TO 90% MAX DRY DENSITY

David Moering

Digitally signed by David Moering DN: CN=David Moering, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 14:24:13-07'00'

JasonH Stamp

JasonH Typewritten Text 6/29

JasonH Typewritten Text

JasonH Typewritten Text

JASON HOANG, PE

PRINCIPAL CIVIL ENGINEER

Joshua.Carvalho Stamp

Joshua.Carvalho Typewritten Text 6/29

Joshua.Carvalho Typewritten Text robert.zak Typewritten Text 6/30/2026

6"

STRUCTURAL MAT SLAB FOUNDATION

2' -0

MIN 2'-0"

N O

TE

M

IN

STRUCTURAL MAT SLAB FOUNDATION

ADJACENT TO EXISTING CONCRETE SLABS

NOTES:

1. SEE "EARTHWORK GENERAL NOTES" ON THIS SHEET FOR ADDITIONAL REQUIREMENTS.

2. PREPARE AND COMPACT STRUCTURAL FILL AND EXISTING SUBGRADE PER EARTHWORK

GENERAL NOTES, THIS SHEET.

3. SOIL UNDER MAT SLAB FOUNDATIONS SHALL BE OVER-EXCAVATED 2-FEET FROM BELOW

PROPOSED FOUNDATION.

4. EXCAVATE NATIVE SOIL AT A 1:1 SLOPE AWAY FROM EXISTING SLAB. EXISTING SLABS SHALL

NOT BE UNDERMINED.

EXG FILL NEW FILL

2' -0

N

O

TE

SEE CIVIL DWGS FOR GRADE

AND SURFACE TREATMENT.

SLOPE FINAL GRADE AWAY

FROM BLDG OR STRUCTURE

STRUCTURAL

SLAB-ON-GRADE - SEE

STRUCTURAL PLANS

COMPACTED

STRUCTURAL FILL

EXPOSED NATIVE SOIL

(EXCAVATION BOTTOM)

- NOTE 2

NATIVE SOIL - NOTE 2

EXG FILL

LINE OF

EXCAVATION OF

EXISTING FILL

EXG CONC

SLAB

STRUCTURAL

SLAB-ON-GRADE - SEE

STRUCTURAL PLANS

COMPACTED

STRUCTURAL FILL

EXPOSED NATIVE SOIL

(EXCAVATION BOTTOM)

- NOTE 2

NATIVE SOIL - NOTE 2

NOTE 4

ABBREVIATIONS STRUCTURAL GENERAL NOTES

S a n t a M o n i c a

Woodard & Curran

& AND

L ANGLE

@ CHANNEL

# NUMBER

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE/ALTERNATING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERING

ASTM ASTM INTERNATIONAL

BLDG BUILDING

BM BEAM

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOP BOTTOM OF PIPE

BOT BOTTOM

BRG BEARING

C/C CENTER TO CENTER

C&C COMPONENT & CLADDING

CBC CALIFORNIA BUILDING CODE

CEBC CALIFORNIA EXISTING BUILDING CODE

CF COLUMN FOOTING

CIRC CIRCULAR/CIRCUMFERENCE

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS/CONTINUE

COR CORNER

D DEEP

DBS/DI DOWEL BAR SPLICES AND DOWEL INSERTS

DEG DEGREE

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIA DIAGONAL

DIR DIRECTION

DN DOWN

DWG(S) DRAWING(S)

E-W EAST-WEST

EA EACH

EF EACH FACE

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDDED

EQ EQUAL(LY)

EQUIP EQUIPMENT

EW EACH WAY

EXG EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FD FLOOR DRAIN

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FL FLOOR, FEET

FND FOUNDATION

FRP FIBERGLASS REINFORCED POLYESTER

FT FOOT, FEET

FTG FOOTING

FV FIELD VERIFY

GA GAGE

GALV HOT-DIP GALVANIZED

GC GENERAL CONTRACTOR

GRTG GRATING

GWB GYPSUM WALLBOARD

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

ID INTERIOR DIAMETER

IJ ISOLATION JOINT

IN INCH(ES)

INT INTERIOR

INV INVERT

JT JOINT

L LONG

LB(S) POUNDS

LF LINEAR FOOT/FEET

LG LONG

LLV LONG LEG VERTICAL

LP LOW POINT

MATL MATERIAL

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MSB MAIN SWITCH BOARD

NIC NOT IN CONTRACT

N-S NORTH-SOUTH

NO NUMBER

NTS NOT-TO-SCALE

OC ON-CENTER

OCEF ON-CENTER EACH FACE

OCEW ON-CENTER EACH WAY

OD OUTSIDE DIAMETER

OE OPEN END

OH OVERHEAD

OPNG OPENING

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

P CONCRETE PEDESTAL

PAF POWDER ACTUATED FASTENER

PE PLAIN END

PED PEDESTAL

PEN PENETRATION

PL PLATE

PLF POUNDS PER LINEAR FOOT

PROJ PROJECTION

PS PIPE SUPPORT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAINTED

R RISERS

RAD RADIUS

REF REFERENCE

REINF REINFORCE, REINFORCING

REQD REQUIRED

RO ROUGH OPENING

RW RETAINING WALL

SCH SCHEDULE

SF SQUARE FOOT/FEET

SHT SHEET

SJ SAWED JOINT

SLR SEALER

SPC SPACE, SPACING

SPEC SPECIFICATION, SPECIFIED

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRU STRUCTURAL

T TREADS

T&B TOP AND BOTTOM

TOA TOP OF ALUMINUM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOG TOP OF GRATING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WIDTH, WIDE

W/ WITH

WCJ WALL CONSTRUCTION JOINT

WP WORK POINT

1. GENERAL STRUCTURAL NOTES:

A. DESIGN IS IN ACCORDANCE WITH THE 2025 CALIFORNIA BUILDING CODE AND 2025 CALIFORNIA EXISTING

BUILDING CODE.

B. THESE NOTES SHALL APPLY TO ALL WORK, EXCEPT AS NOTED OTHERWISE.

C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS AND SPECIFICATIONS OF ALL DISCIPLINES WHICH SHALL BE REFERRED TO FOR SIZES AND LOCATIONS OF ALL OPENINGS, PENETRATIONS, DRAINS, PADS, CONDUIT, EQUIPMENT, AND PIPE SUPPORTS, ETC.

D. GEOTECHNICAL CONDITIONS AND DESIGN PARAMETERS ARE BASED ON OBSERVATIONS AND

RECOMMENDATIONS FOUND IN GEOTECHNICAL INVESTIGATION REPORT BY NINYO & MOORE, DATED JUNE 2025.

SEE GENERAL EARTHWORK NOTES, THIS SHEET, FOR GEOTECHNICAL DESIGN CRITERIA AND NOTES.

E. PLANS AND ELEVATIONS ARE BASED ON RECORD DRAWINGS TITLED "CITY OF SANTA MONICA - APPIAN WAY SEWERS AND FORCE MAINS AT MOSS AVENUE PUMP STATION, PHASE 1 (CONCRETE STRUCTURES)" BY

MONTGOMERY WATSON HAZRA, DATED SEPTEMBER 09, 2022.

2. EMBEDDED CONDUITS AND PIPES:

A. ALL ELECTRICAL AND INSTRUMENTATION CONDUIT EMBEDDED IN CONCRETE SHALL BE INSTALLED, ARRANGED, AND SPACED PER THE REQUIREMENTS OF SPECIFICATION 03 11 00 AND AS FOLLOWS:

B. OUTSIDE DIAMETER OF CONDUIT SHALL NOT EXCEED 1/3 OF CONCRETE THICKNESS.

C. CONDUITS SHALL NOT BE PLACED CLOSER THAN 3 OUTSIDE DIAMETERS ON CENTER.

D. CONDUITS SHALL NOT BE EMBEDDED IN CONCRETE SLABS LASS THAN 4 INCHES THICK.

E. ONLY 2 CONDUITS MAY CROSS AT ANY POINT AND THE SUM OF THE OUTSIDE DIAMETER OF THE CROSSING

CONDUITS SHALL NOT EXCEED 1/3 OF THE CONCRETE THICKNESS.

F. PROVIDE A MINIMUM 1-1/2 INCH CONCRETE COVER OVER CONDUITS.

G. CONDUITS SHALL NOT BE LOCATED BETWEEN BOTTOM OF REINFORCING STEEL AND BOTTOM OF SLAB.

H. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE AND NO CONDUIT IS PERMITTED IN BEAMS, COLUMNS, OR GIRDERS.

6. GENERAL REINFORCED CONCRETE REQUIREMENTS:

A. UNLESS NOTED OTHERWISE, COMPRESSIVE STRENGTH OF CONCRETE AT 28-DAYS = 4,500 PSI.

B. REINFORCEMENT: ASTM A615, GRADE 60.

C. CONCRETE DESIGN IS PER ACI 318-19 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".

D. REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED AS PER ACI 315 DETAILING MANUAL.

E. MECHANICAL SPLICES SHALL BE TYPE 2, UNO

F. PROVIDE 3/4-INCH, 45 DEGREE CHAMFER ON EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE.

G. PROVIDE SACK-RUBBED FINISH PER SPECIFICATION 03 30 20 WHERE SPECIFICALLY INDICATED IN SPECIFICATIONS

OR AS NOTED ON DRAWINGS (TYPICAL FOR ALL NEW CONCRETE THAT IS EXPOSED TO VIEW).

H. ALL CONCRETE TESTING FOR TEMPERATURE, ENTRAINED AIR, SLUMP, AND COMPRESSIVE STRENGTH TEST CYLINDERS SHALL BE PAID FOR BY CONTRACTOR. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL CONCRETE PLACEMENTS WITH TESTING AGENCY AS REQUIRED TO PROVIDE FIELD TESTING SERVICES FOR EVERY

CONCRETE PLACEMENT AND IN FULL COMPLIANCE WITH PROJECT SPECIFICATIONS.

7. ALUMINUM CONSTRUCTION:

A. PROVIDE ALUMINUM LADDERS, RAILINGS, GRATING, AND SUPPORTS AS INDICATED ON THE DRAWINGS.

B. MATERIAL: ALUMINUM TYPE 6061-T6, UNLESS NOTED OTHERWISE.

C. ALUMINUM CONNECTIONS: 316 SS BOLTS, NUTS, AND WASHERS. PROVIDE 316 SS WASHERS UNDER ALL BOLTS

HEADS AND NUTS. MINIMUM BOLT SIZE IS 5/8-INCH DIAMETER, UNLESS NOTED OTHERWISE.

D. GRATING: LIGHT-DUTY, 19-SGI-4 EXTRUDED I-BAR GRATING WITH STRIATED TOP AND BOTTOM FLANGES FOR BUILT-IN SLIP RESISTANCE. DEPTH PER DRAWINGS. FACTORY BANDED ALL SIDES AND ALL PENETRATIONS.

MAXIMUM GAP BETWEEN PANELS AND ABUTTING SURFACES IS 1/4-INCH. GRATING SPAN DIRECTION AS

INDICATED ON PLANS.

E. GRATING ATTACHMENT: PER SPECIFICATION 05 50 00.

F. HATCHES: PER SPECIFICATION 05 50 00.

G. RAILINGS: PER SPECIFICATION 05 50 00.

H. ALL ALUMINUM ITEMS EMBEDDED OR IN CONTACT WITH CONCRETE SHALL BE COATED WITH BITUMASTIC PAINT

PER SPECIFICATIONS.

8. EXISTING CONDITIONS:

A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION. VERIFY ALL FIELD DIMENSIONS, LOCATIONS, AND GEOMETRY OF EXISTING STRUCTURES PRIOR TO CONSTRUCTION. ALL EXISTING DIMENSIONS ARE APPROXIMATE. REPORT TO THE ENGINEER OF RECORD ALL OBSERVATIONS AND ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.

B. WHERE DETAILS FOR SPECIFIC CONDITIONS ARE NOT SHOWN ON THESE PLANS, USE DETAILS FOR THE MOST NEARLY SIMILAR CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS AS DETERMINED BY THE ENGINEER.

REPORT ANY COORDINATION ISSUES IMMEDIATELY TO THE ENGINEER.

C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING ALL CONSTRUCTION PHASES. SUBMIT AN OUTLINE OF PROPOSED

PROCEDURES BEFORE CONSTRUCTION COMMENCES.

D. STRUCTURAL MEMBERS SHALL NOT BE MODIFIED IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR, THE CONTRACTOR SHALL PREPARE A SKETCH WITH A PROPOSED REPAIR, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL PRIOR TO PERFORMING

ANY CORRECTIVE WORK.

E. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT THE EXISTING BUILDING ELEMENTS TO REMAIN DURING DEMOLITION. DO NOT CUT OR ALTER ANY OF THE EXISTING STRUCTURAL OR ARCHITECTURAL ELEMENTS TO REMAIN WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. PROVIDE PROTECTION FOR EXISTING WALLS, COLUMNS, BRACES, AND OTHER BUILDING ELEMENTS TO REMAIN FROM FALLING DEBRIS. ANY DAMAGE TO EXISTING ELEMENTS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

9. DESIGN LOADS AND BUILDING CODES:

A. DESIGN LOADS ARE PER THE 2025 CALIFORNIA STATE BUILDING CODE (CBC) AND ASCE 7-22.

B. SITE COORDINATES (LAT/LONG): 34.010376, -118.494974

RISK CATEGORY OF BUILDING: III - EXISTING MAPS STRUCTURE (PER 2025 CEBC, LEVEL II ALTERATION)

IV - NEW CONSTRUCTION (CONTROL BUILDING, ALUMINUM PLATFORM)

TERRAIN CATEGORY: C

WIND-BORNE DEBRIS REGION NO

C. LIVE LOADS :

CONTROL ROOM 50 PSF

ALUMINUM LANDING PLATFORM 500 PSF

D. WIND LOADS:

DESIGN WIND SPEED (V) = 105 MPH

EXPOSURE CATEGORY C

HURRICANE PRONE REGION = NO

EXPOSURE COEFFICIENT Kz = 0.85 TOPOGRAPHIC FACTOR Kzt = 1.0 DIRECTIONALITY FACTOR Kd = 0.85 VELOCITY PRESSURE qz = 22.50 PSF

E. FLOOD LOADS:

FEMA COASTAL ZONE X (OUTSIDE 100-YR FLOOD PLAIN)

F. SEISMIC LOAD:

PEAK GROUND ACCELERATION, PGAm 0.85 SHORT SPECTRAL RESP ACC (Ss) = 2.18

1-SEC SPECTRAL RESP ACC (S1) = 0.79

SITE CLASS D (ASSUMED)

SPECTRAL RESP COEF (Sds) = 1.49 SPECTRAL RESP COEF (Sd1) = 1.11 SEISMIC IMPORTANCE FACTOR (Ie) = 1.5 SEISMIC DESIGN CATEGORY (SDC) = E - EXISTING MAPS STRUCTURE (PER 2025 CEBC, LEVEL II ALTERATION)

F - NEW CONSTRUCTION (CONTROL BUILDING, ALUMINUM PLATFORM,

GENERATOR EXHAUST CONCRETE CHASE)

EARTHWORK GENERAL NOTES

1. GENERAL GEOTECHNICAL NOTES:

A. GEOTECHNICAL REPORT: REFER TO GEOTECHNICAL REPORT PREPARED BY NINYO & MOORE, DATED JUNE 2025, LOCATED IN THE PROJECT SPECIFICATIONS.

B. SOIL LIQUEFACTION POTENTIAL: SITE LOCATED OUTSIDE OF POTENTIAL LIQUEFACTION ZONE. THE PUMP STATION SITE IS UNDERLAIN BY OLD ALLUVIAL FAN DEPOSITS WHICH ARE RELATIVELY DENSE AND GENERALLY

NOT SUSCEPTIBLE TO LIQUEFACTION.

C. FROST DEPTH: NO FROST DEPTH

D. MINIMUM EMBEDMENT (UNLESS NOTED OTHERWISE):

E. MAT FOUNDATIONS 6" MINIMUM

F. SOIL CORROSIVITY: PROVIDE TYPE II/V CEMENT TO RESIST NEGLIGIBLE TO INTERMITTENT SOLUBLE SOIL OR

WATER SULFATE CONCENTRATIONS.

G. DESIGN GROUNDWATER ELEVATION: NO GROUNDWATER ENCOUNTERED DURING DRILLING TO EXPLORED

DEPTH OF APPROXIMATELY 10 FEET.

H. SOIL LATERAL LOADS: MAT FOUNDATIONS MAY BE DESIGNED USING A PASSIVE RESISTANCE OF 350 PSF PER

FOOT OF DEPTH OF LEVEL GROUND CONDITION UP TO A VALUE OF 3,500 PSF.

I. MODULUS OF SUBGRADE REACTION, K: 150 PCI

J. COEFFICIENT OF FRICTION: FOR SLIDING RESISTANCE OVERALL STABILITY CHECKS: 0.35

K. NET ALLOWABLE BEARING CAPACITIES: 2,000 PSF*

*NET BEARING CAPACITY MAY BE INCREASED BY 1/3 FOR SHORT-TERM LOADS (WIND & SEISMIC).

L. SEISMIC LOADING: SEE SEISMIC DESIGN LOAD VALUE NOTES, THIS SHEET, FOR INFORMATION.

2. SITE SUBGRADE CONDITIONS:

A. EXISTING CONDITIONS: MATERIALS ENCOUNTERED CONSIST OF ARTIFICIAL FILL UNDERLAIN BY OLD ALLUVIAL FAN DEPOSITS TO THE EXPLORED DEPTH OF UP TO APPROXIMATELY 10 FEET. THE ARTIFICIAL FILL WAS ENCOUNTERED UP TO A DEPTH OF APPROXIMATELY 8 FEET BELOW THE GROUND SURFACE AND CONSISTED OF MOIST, MEDIUM DENSE TO DENSE SILTY SAND WITH GRAVEL AND SILT WITH SAND. THE OLD ALLUVIAL FAN DEPOSITS CONSISTED OF MOIST, VERY DENSE, CLAYEY SAND WITH GRAVEL. DEEPER FILL ASSOCIATED WITH THE BACKFILL OF THE PUMP STATION STRUCTURE THAT EXTENDED TO AN ELEVATION OF APPROXIMATELY 14

FEET BELOW THE MEAN SEA LEVEL IS ANTICIPATED AT THE SITE.

B. OBSTRUCTIONS: SEVERAL HAND AUGER BORINGS ENCOUNTERED REFUSAL ON CONSTRUCTION DEBRIS WITHIN THE FILL. REFUSAL WAS ENCOUNTERED ON COBBLES OR POSSIBLE BOULDERS AT APPROXIMATELY 10 FEET.

MORE DETAILED DESCRIPTIONS OF THE EARTH MATERIALS ENCOUNTERED DURING SUBSURFACE EXPLORATION

ARE PRESENTED ON THE BORING LOG IN APPENDIX A OF THE GEOTECHNICAL REPORT.

C. BEDROCK: NOT ENCOUNTERED.

D. GROUNDWATER: NO GROUNDWATER ENCOUNTERED DURING DRILLING TO EXPLORED DEPTH OF

APPROXIMATELY 10 FEET.

3. SITE PREPARATION AND EXCAVATION:

A. PRIOR TO PERFORMING EXCAVATIONS OR OTHER EARTHWORK, THE AREA SHOULD BE CLEARED OF EXISTING STRUCTURES, PIPING UNDER AND ABOVE THE GROUND, ABANDONED UTILITIES, RUBBLE AND DEBRIS, SURFACE OBSTRUCTIONS, AND OTHER DELETERIOUS MATERIALS. EXISTING UTILITIES WITHIN THE PROJECT LIMITS SHOULD BE RE-ROUTED OR PROTECTED FROM DAMAGE BY CONSTRUCTION ACTIVITIES. MATERIALS GENERATED FROM THE CLEARING OPERATIONS SHOULD BE REMOVED FROM THE PROJECT SITE AND DISPOSED

OF AT A LEGAL DUMPSITE.

B. GROUNDWATER: GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATIONS. IF GROUNDWATER IS ENCOUNTERED, GROUNDWATER CONTROL, SUCH AS DEWATERING, SHALL BE REQUIRED TO LIMIT INSTABILITY OF THE EXCAVATION BOTTOM, SIDE AND FACE, AND AID FOUNDATION CONSTRUCTION AND SOIL BACKFILL. GROUNDWATER DUE TO PERCHED SATURATED CONDITIONS CAN BE DEWATERED UTILIZING SUMP-PUMPS. DEWATERING OR ANY OTHER SUITABLE METHOD FOR STABILIZING EXCAVATION

BOTTOM MAY BE SELECTED BY THE CONTRACTOR BASED ON ACTUAL GROUNDWATER CONDITIONS

ENCOUNTERED AND BASED ON THE CONTRACTOR'S CHOSEN MEANS-AND-METHODS OF CONSTRUCTION.

THE SELECTED METHOD BY THE CONTRACTOR SHOULD BE ABLE TO EFFECTIVELY MITIGATE FOR BOTTOM HEAVE

OR STABILIZE SUBGRADE SOILS DURING CONSTRUCTION/ BACKFILLING.

C. SHORING: IF SHORING IS REQUIRED FOR EXCAVATIONS, ASSUME TYPE C SOIL CLASSIFICATION. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY SHORING. TEMPORARY SHORING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN CALIFORNIA. MINIMUM DESIGN LOADS AND REQUIREMENTS FOR SHORING SHALL BE AS INDICATED IN GEOTECHNICAL REPORT AND SHALL

ACCOUNT FOR GROUNDWATER.

D. OPEN CUT EXCAVATIONS: TEMPORARY EXCAVATIONS MAY BE SLOPED BACK AT 1V:1H TO A MAXIMUM DEPTH OF 20-FEET BELOW GRADE AS PERMITTED BY SITE CONSTRAINTS INCLUDING NEARBY STRUCTURES, PROPERTY LINES, AND ADJACENT CONSTRUCTION. FOR STEEPER TEMPORARY SLOPES, DEEPER EXCAVATIONS, AND/OR WHERE SLOPES TERRAIN EXISTS WITHIN CLOSE PROXIMITY TO EXCAVATION (<1.5 X DEPTH), APPROPRIATE SHORING METHODS OR FLATTER SLOPES MAY BE REQUIRED TO PROTECT THE WORKERS IN THE EXCAVATION AND ADJACENT IMPROVEMENTS. SUCH METHODS SHALL BE IMPLEMENTED BY THE CONTRACTOR AND

APPROVED BY THE GEOTECHNICAL CONSULTANT.

4. BACKFILL MATERIALS AND COMPACTION:

A. STRUCTURAL FILL MATERIAL:

a. IMPORTED FILL: IMPORTED SOILS SHALL BE EVALUATED BY NINYO & MOORE PRIOR TO IMPORT.

IMPORTED SOILS SHALL CONSIST OF CLEAN, NON-EXPANSIVE GRANULAR MATERIALS THAT CONFORM TO THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (PUBLIC WORKS STANDARD, INC., 2024). IMPORTED MATERIAL SHALL ALSO MEET THE CALTRANS (2021) CRITERIA FOR NON-CORROSIVE SOILS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE UNIFORMITY OF IMPORTED

MATERIALS BROUGHT TO THE SITE.

b. REUSE OF NATIVE SOIL: REUSE OF NATIVE SOILS IS PERMITTED FOR GENERAL FILL AND TRENCH BACKFILL MATERIAL PROVIDED NATIVE SOILS ARE FREE OF ROCKS OR LUMPS OF MATERIAL IN EXCESS OF 4 INCHES IN DIAMETER. ON-SITE MATERIALS USED AS GENERAL FILL AND/OR TRENCH BACKFILL WILL INVOLVE

MOISTURE-CONDITIONING TO ACHIEVE APPROPRIATE MOISTURE CONTENT FOR COMPACTION.

c. EXISTING PLANTER BOX SOIL: SOILS FOUND WITHIN THE EXISTING PLANTER BOXES (NORTH OF THE MAPS STRUCTURE SKYLIGHT, AND WEST OF THE MAPS STRUCTURE BOTTOM LEVEL ACCESS HATCH) CONSISTS OF LOAM AND SHALL NOT BE USED AS FILL MATERIAL. REMOVE ALL PLANTER SOIL DOWN TO TOP OF MAPS ROOF SLAB AND REPLACE WITH STRUCTURAL FILL AND CONCRETE SLAB AS SHOWN IN THESE DRAWINGS.

B. COMPACTION: ALL STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 8-INCH THICK LOOSE LIFTS, MECHANICALLY COMPACTED TO 90% OR MORE OF THE MATERIAL'S MAXIMUM DRY DENSITY PER ASTM D1557 MODIFIED PROCTOR, AND SHALL BE NEAR OR ABOVE OPTIMUM MOISTURE CONTENT. CARE SHALL BE TAKEN TO PROTECT BURIED UTILITIES WHEN COMPACTING SOILS ABOVE UTILITIES. IN ADDITION TO THE MINIMUM DENSITY REQUIREMENTS, THE SOIL MUST BE STABLE, NOT "PUMPING" OR RUTTING EXCESSIVELY UNDER CONSTRUCTION TRAFFIC. IF THESE CONDITIONS OCCUR, CONTRACTOR SHALL REMEDIATE CONDITIONS PER

THE DIRECTION AND APPROVAL OF THE GEOTECHNICAL ENGINEER.

TYPICAL FOUNDATION

SUBGRADE PREPARATION

NOT TO SCALE

Caleb S. Brown

Digitally signed by Caleb S.

Brown DN: CN=Caleb S. Brown, OU=WCTestUsers, OU=WCUsers, DC=woodardcurran, DC=net Date: 2026.05.14 15:32:16-06'00'

JasonH Stamp

JasonH Typewritten Text 6/29

JasonH Typewritten Text

JasonH Typewritten Text

JASON HOANG, PE

PRINCIPAL CIVIL ENGINEER

Joshua.Carvalho Stamp

Joshua.Carvalho Typewritten Text 6/29

Joshua.Carvalho Typewritten Text robert.zak Typewritten Text 6/30/2026

EXG REBAR

EXG CONC WALL,

SLAB, OR BEAM

PROVIDE CLASS 'B' SPLICE FOR

NEW REBAR (TYP BOTH SIDES OF

EXG COMPROMISED REBAR)

NEW REBAR

LENGTH OF CORRODED/COMPROMISED EXG

REBAR WITH GREATER THAN 20% CROSS-

SECTIONAL LOSS.

CORROSION INHIBITOR

(FOR ANY EXPOSED REBAR) EXG REINFORCING

STEEL (REPLACE IF

COMPROMISED)

REPAIR MORTAR

(UP TO 2" DEPTH)

EXG CONC

(ORIENTATION VARIES)

SAW-CUT (TYP @ REPAIR

AREA PERIMETERS)

REPAIR FLUSH W/

ADJACENT SURFACE

MIN 1/4" SAW-CUT DEPTH

MIN 1/2" CLR

SOUND, FULLY PREPARED

CONC SUBSTRATE

CORROSION INHIBITOR

REPAIR MORTAR

SAW-CUT (TYP @ REPAIR AREA

PERIMETERS)

REPAIR FLUSH W/ ADJACENT

SURFACE

MIN 1/4" SAW-CUT DEPTH

EXG REINFORCING

STEEL (REPLACE IF

COMPROMISED)

SOUND, FULLY PREPARED CONC

SUBSTRATE

MIN 1/2" CLR

TYPE 'C' - REBAR REPLACEMENT REPAIR

1.

2.

3.

4.

REPAIR TYPE 'C' = REBAR REPLACEMENT - REFER TO REPAIR TYPE SPECIFICATIONS

NOTE 1-F, THIS SHEET.

NEW REBAR SHALL MATCH SIZE, TYPE, GRADE, AND SPACING OF EXG REBAR & SHALL

BE…