Golf Course Damage Final Bid Plans 060925 Signed.pdf

PDF 25 MB Posted Jun 17, 2025

Attached to: Golf Course Damage Repair, Project SD202132, FEMA PA-09-CA-4308-PW-00602
Solicitation number: SD202132
Issued by: Alameda County, Long Beach City, California

About this file

Written by GovTribe AI · Jun 18, 2025

The file is a comprehensive set of engineering and construction design plans for the Golf Course Damage Repairs Project (SD202132) by the City of Livermore, California, involving flood mitigation and infrastructure improvements at the Livermore Municipal Airport golf course. The project is funded through FEMA (PA-09-CA-4308-PW-00602) and the Department of Water Resources Flood Protection Grant Program, with construction planned for May 2025. The scope includes reconstructing asphalt and concrete pathways, modifying golf course tee boxes and fairways, relocating irrigation systems, constructing concrete floodwalls, installing a flood gate at a cart bridge, and creating earthen flood berms along Airway Boulevard and the northern edge of the golf course parking lot.

The project involves extensive site modifications, including removing and replacing existing cart paths, relocating utilities, removing specific trees, and implementing erosion control measures. The contractor will be required to possess a valid Class A license, coordinate closely with golf course management to minimize operational disruptions, and adhere to strict environmental and construction guidelines. The work will take place across multiple golf course areas, including holes 10, 15, 16, 17, and 18, with careful attention to maintaining golf course functionality during construction. The total project area spans approximately 1,005 linear feet of floodwall and berm construction, with specific elevation and grading requirements to manage flood risks and maintain the golf course's infrastructure.

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Other files

File	Type	Posted
Golf Project 2021-32 Specs Div 0 and 1 Final.pdf	PDF	Jun 17, 2025
ADDENDUM NO. 1 Golf Course Damage Repair 202132.pdf	PDF	Jun 17, 2025

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TITLE SHEET

PREPARED UNDER THE DIRECTION OF :

RCE No. C68813

RECOMMENDED FOR APPROVAL :

Assistant City Engineer, City of Livermore Mallika Ramachandran

Joel Waxdeck City Engineer, City of Livermore

APPROVED BY THE CITY OF LIVERMORE:

Date

APPROVALS

Benjamin Shick Principal, Schaaf & Wheeler

The Contractor shall possess a valid Class A license at the time of bid opening.

Joe Prime Maintenance and Golf Operations Manager

Date

VICINITY MAP

NTS

Martinez

B.A.R.T.

Walnut Creek

Concord

Hayward

B.A.R.T.

Castro Valley

Palo Alto

View Mountain

Santa Clara Sunnyvale

ALAMEDA COUNTY

LIVERMORE

SAN

BAY

San

PABLO

B.A.R.T.

Richmond

Oakland

Alameda

Berkeley

San

Rafael

OCEAN

PACIFIC

BAY

SAN

FRANCISCO

San Mateo

B.A .R

Bruno San

S.F.

South

Pacifica Burlingame

Francisco

Vallejo

Menlo Park

Redwood City

San Leandro

PROJECT LOCATION

SCALE: 1 INCH = 250 FEET

COMMUNITY DEVELOPMENT DEPARTMENT

PLANS FOR CONSTRUCTION OF

MAY 2025

VICINITY MAP

NTS

Martinez

B.A.R.T.

Walnut Creek

Concord

Hayward

B.A.R.T.

Castro Valley

Palo Alto

View Mountain

Santa Clara Sunnyvale

ALAMEDA COUNTY

LIVERMORE

SAN

BAY

San

PABLO

B.A.R.T.

Richmond

Oakland

Alameda

Berkeley

San

Rafael

OCEAN

PACIFIC

BAY

SAN

FRANCISCO

San Mateo

B.A .R

Bruno San

S.F.

South

Pacifica Burlingame

Francisco

Vallejo

Menlo Park

Redwood City

San Leandro

PROJECT LOCATION

SITE MAP

INDEX OF SHEETS

SHEET NO DRAWING NO SHEET TITLE

1 T1 TITLE SHEET

2 T2 NOTES, ABBREVIATIONS, AND LEGEND

3 T3 NOTES

4 C1 PROJECT LOCATION MAP

5 C2 HAUL ROUTES AND DISPOSAL AREAS

6 C3 PROJECT IMPROVEMENTS

7 C4 ALIGNMENT PLAN & ALIGNMENT TABLES

8 C5 ALIGNMENT PLAN & ALIGNMENT TABLES

9 C6 SITE PLAN

10 C7 SITE PLAN

11 C8 SITE PLAN

12 C9 SITE PLAN

13 C10 SITE PLAN

14 C11 SITE PLAN

15 C12 CART PATH PROFILES

16 C13 FLOODWALL PLAN & PROFILE

17 C14 FLOODWALL CROSS SECTIONS

18 C15 CART PATH PROFILE AND CROSS SECTIONS

19 C16 AIRWAY BOULEVARD - BERM PLAN VIEW

20 C17 AIRWAY BOULEVARD - BERM PLAN VIEW

21 C18 AIRWAY BOULEVARD - FLOODWALL PLAN VIEW

22 C19 AIRWAY BOULEVARD - BERM CROSS SECTIONS

23 C20 AIRWAY BOULEVARD - BERM CROSS SECTIONS

24 C21 AIRWAY BOULEVARD - BERM PROFILE VIEW

25 C22

AIRWAY BOULEVARD - FLOODWALL PROFILE &

CROSS SECTIONS

26 C23 TREE REMOVAL PLAN

27 D1 DETAILS

28 D2 DETAILS

29 D3 DETAILS

30 S0

PROJECT DATA, GENERAL NOTES, STRUCTURAL

TESTING & SPECIAL INSPECTION

31 S1 FLOODWALL STRUCTURAL DETAILS

32 S2 FLOOD GATE PLAN & SECTION

33 S3 TYPICAL CONCRETE DETAILS

GOLF COURSE DAMAGE REPAIRS

PROJECT No. SD202132

US580

LIVERMORE MUNICIPAL

AIRPORT

KITTY HAWK ROAD

ARROYO LAS POSITAS

Mallika Ramachandran Assistant City Engineer, City of Livermore

Date

RCE No. C51782

RCE No. C49965

RCE No. C51782

05/16/25

City of Livermore

(ARROYO LAS POSITAS FLOOD MITIGATION PROJECT - PHASE 1)

FEMA PA-09-CA-4308-PW-00602

DEPARTMENT OF WATER RESOURCES FLOOD PROTECTION

GRANT PROGRAM

APPROXIMATE WORK AREA

LINDBERGH AVENUE

ISSEN

D R

IVE

EARHART WAY

SCALE: 1 INCH = 250 FEET

250 0 250 500

CLUBHOUSE DRIVE

BEEB'S SPORTS

BAR & GRILL

TERMINAL CIRCLE

APPROXIMATE WORK AREA

AIRWAY BOULEVARD

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

0.5

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

Associate Civil Engineer, City of Livermore Christopher Ferrel Date

RCE No. C95850

JoelW Pen Joel

JoelW Pen w

JoelW Pen ardeck

JoelW Pen

JoelW Text Box 6/4/25 cferrel Pen cferrel Pen Terrel cferrel Text Box 6/4/25

Mallika Typewritten Text 6/10/25

Mallika Image

06/10/25

TREE PROTECTION NOTES

1. EXCEPT FOR TREES INDICATED TO BE REMOVED ON THE DRAWINGS, NO CUTTING OF ANY

PART OF PRIVATE OR CITY TREES, INCLUDING ROOTS, SHALL BE DONE WITHOUT SECURING

APPROVAL AND DIRECT SUPERVISION FROM THE CITY ARBORIST.

2. ANY ROOTS DAMAGED DURING CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND

CUT CLEANLY WITH APPROVED TOOLS/EQUIPMENT. ACCIDENTALLY BROKEN ROOTS SHOULD

BE SAWED ABOUT TWO INCHES (2") BEHIND THE RAGGED END. CRUSHED OR TORN ROOTS

ARE MORE LIKELY TO ALLOW DECAY TO BEGIN; SHARPLY CUT ROOTS PRODUCE A FLUSH OF

NEW ROOTS HELPING THE TREE TO RECOVER FROM ITS INJURY.

3. NO TRENCHING SHALL BE DONE WITHIN THE DRIP LINE OF EXISTING TREES WITHOUT THE

APPROVAL OF THE CITY ARBORIST.

4. WHEN TRENCHING IS ALLOWED, THE CONTRACTOR MUST FIRST CUT ROOTS WITH A

VERMEER ROOT CUTTER PRIOR TO ANY TRENCHING TO AVOID TUGGING OR PULLING OF

ROOTS.

5. IF TRENCHING WITHIN DRIPLINE OF TREE IS ALLOWED / APPROVED BY CITY ARBORIST, THEN

CONTRACTOR IS TO REFILL OPEN TRENCHES QUICKLY WITHIN HOURS OF EXCAVATION WHEN

THEY OCCUR WITHIN THE DRIP LINE OF EXISTING TREES. IF THIS IS NOT POSSIBLE AND

WEATHER IS HOT, DRY, OR WINDY, CONTRACTOR MUST KEEP ROOT ENDS MOIST BY

COVERING THEM WITH WET BURLAP.

6. WHEN CONSTRUCTION OCCURS WITHIN DRIP-LINE OF EXISTING TREES, CONTRACTOR IS TO

PLACE SOIL AND OTHER MATERIALS BEYOND THE DRIP-LINE. WHEN THIS IS NOT POSSIBLE,

WITH THE APPROVAL OF CITY/PROJECT ARBORIST, PLACE SOIL ON PLYWOOD, A TARP, OR

THICK BED OF MULCH. THIS IS TO HELP PREVENT CUTTING INTO THE SOIL SURFACE WHEN

REFILLING THE TRENCH.

7. NO MATERIALS, EQUIPMENT, FUELS, PAINT, SPOIL, WASTE OR WASH-OUT WATER MAY BE

DEPOSITED, STORED, OR PARKED WITHIN THE DRIP-LINE OF A TREE.

8. THE DEATH OF A TREE DUE TO DAMAGE DURING CONSTRUCTION SHALL RESULT IN THE

CONTRACTOR REPLACING THE TREE WITH ANOTHER OF COMPARABLE SIZE. IN THE EVENT

THE TREE IS, DUE TO LARGE SIZE OR UNIQUE STRUCTURE, UNABLE TO BE DUPLICATED, A

FAIR VALUE AS DETERMINED BY A CERTIFIED ARBORIST OR THE "GUIDE FOR ESTABLISHING

VALUE OF TREES" (COUNCIL OF TREE AND LANDSCAPE APPRAISERS) WILL BE CHARGED TO

THE CONTRACTOR.

LEGEND

AND LEGEND

1. NO CHANGE TO THE PROJECT IMPROVEMENT PLANS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE CITY. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT TO THE EXTENT ARISING FROM THE NEGLIGENCE OF

THE CITY OR ENGINEER.

2. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE

SPECIFICATIONS. SEE ALSO TRAFFIC CONTROL NOTES.

3. CONTRACTOR SHALL REPLACE, AT HIS EXPENSE, ALL TREES, SHRUBS, LAWNS, FENCES, IRRIGATION SYSTEMS AND IMPROVEMENTS WHICH ARE TO REMAIN INTACT BUT HAVE BEEN REMOVED OR DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL NOT REMOVE OR DAMAGE IMPROVEMENTS LOCATED WITHIN CITY PROPERTY WITHOUT WRITTEN PERMISSION FROM THE CITY; OR FROM PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER.

4. TREES, SHRUBS, AND ROOTS OUTSIDE OF THE DEFINED EXCAVATION LIMITS SHALL NOT BE TRIMMED OR PRUNED WITHOUT THE APPROVAL OF THE CITY.

5. CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE ENTIRE GRADING LIMITS AREA SHOWN ON THE PLANS. THE SITE SHALL BE STRIPPED AND CLEARED OF ALL VEGETATION, DEBRIS, AND ORGANIC-LADEN TOP SOIL. THE STRIPPED MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

VEGETATION AND DEBRIS SHALL BE REMOVED FROM THE SITES AND DISPOSED OF BY THE CONTRACTOR'S EXPENSE.

6. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEMOLITION DEBRIS AND EXCESS EXCAVATED MATERIAL TO A SUITABLE SITE. ALL TESTING REQUIRED FOR LEGAL DISPOSAL SHALL BE CONDUCTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE TO DISPOSE OF ALL MATERIALS IN A PROPER AND LEGAL MANNER. IF THE MATERIAL IS TESTED AND FOUND TO BE HAZARDOUS, THE CONTRACTOR'S PRICE AND CONTRACT TIME SHALL BE ADJUSTED. MATERIAL TESTING PREVIOUSLY COMPLETED BY THE CITY IS PROVIDED AS AN APPENDIX TO THE SPECIFICATIONS. REFERENCE SPECIFICATION SECTION 31 30 00 -EARTHWORK.

7. ALL PERMANENT IMPROVEMENTS REMOVED OR DAMAGED BY THE CONTRACTOR, THAT ARE NOT SPECIFICALLY SHOWN TO BE REMOVED, SHALL BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION BY THE CONTRACTOR USING NEW MATERIALS AS DIRECTED BY THE ENGINEER

8. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES IS PERMITTED WITHIN STAGING AREAS INDICATED ON PLAN SHEETS. ALL EQUIPMENT SHALL BE SURROUNDED BY REFLECTIVE DELINEATORS AT ALL TIMES. SOIL MAY BE TEMPORARILY STAGED NEAR A MINIMUM DISTANCE OF 100-FEET FROM THE CREEK OR CHANNEL TO ALLOW AN APPROPRIATE DRYING TIME PRIOR TO TRANSPORT. STOCKPILING OF MATERIALS IS NOT PERMITTED AT STAGING LOCATIONS UNLESS IT IS CONTAINED WITH EROSION CONTROL BMPs. PARKING EQUIPMENT AND STORING MATERIALS IN OTHER LOCATIONS, INCLUDING WITHIN THE STREET RIGHT-OF-WAY SHALL NOT BE PERMITTED, EXCEPT AT LOCATION(S) APPROVED BY THE

CITY TRAFFIC ENGINEER.

9. THE USE OF TRACKED EQUIPMENT ON TRAILS AND ROADWAYS IS AT THE DISCRETION OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR AND REPLACE ANY DAMAGE TO TRAILS AND ROADWAYS AT COMPLETION OF CONSTRUCTION. ANY SETTLEMENT, CRACKING, OR DAMAGE TO EXISTING TRAILS (DIRT, AC, CONCRETE, ETC.) DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR. AC TRAIL REPAIR SHALL BE PERFORMED BY REPLACING THE FULL WIDTH OF THE AC TRAIL FOR THE LENGTH OF THE DAMAGED TRAIL SECTION.

TRAILS SHALL BE REPLACED AS DETAILED ON THE PLANS.

10.MUD AND CONSTRUCTION DEBRIS ON STREETS, SIDEWALKS OR BICYCLE PATHS SHALL BE CLEANED OFF IMMEDIATELY.

11.NO WORK OR ACCESS WITHIN THE CHANNEL TOP OF BANK LIMITS AS SHOWN ON THE PLANS SHALL BE ALLOWED AT ANY TIME DURING CONSTRUCTION.

12.CONTRACTOR SHALL PERFORM HIS CONSTRUCTION AND OPERATION IN A MANNER WHICH WILL NOT ALLOW HARMFUL POLLUTANTS TO ENTER THE CREEK. TO ENSURE COMPLIANCE, THE CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE BEST MANAGEMENT PRACTICE (BMP) AS OUTLINED IN THE "CALIFORNIA STORM WATER BMP HANDBOOK" FOR CONSTRUCTION (www.cabmphandbooks.com) AND THE CITY OF LIVERMORE'S "STREAM MAINTENANCE PROGRAM MANUAL (SMP)". INCLUDING, BUT NOT LIMITED TO:

a. CREEK FLOW SHALL BE DIVERTED AROUND OR THROUGH EXCAVATION

ACTIVITIES PER SECTION NS-5, CLEAR WATER DIVERSION

b. STOCKPILED MATERIALS SHALL BE PROTECTED PER SECTION

WM-3, STOCKPILE MANAGEMENT

c. HANDLING OF ALL SHRUBS, TREES, AND MATERIALS TO BE

DISPOSED OF SHALL FOLLOW SECTION WM-5 SOLID WASTE

MANAGEMENT

d. STREAMBANK STABILIZATION AND SEDIMENT CONTROL SHALL

FOLLOW SECTION EC-12, STREAMBANK STABILIZATION

13. ALL BMP MATERIALS SHALL ADHERE TO THE REQUIREMENTS AND SPECIFICATIONS WITHIN THE CALIFORNIA STORM WATER BMP HANDBOOK.

14.UTILITIES HAVE NOT BEEN LOCATED AND ARE NOT SHOWN ON PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600.

15.REGULATORY PERMITS WILL BE PROVIDED TO THE CONTRACTOR PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS WITHIN THE REGULATORY

PERMITS IN ADDITION TO THE REQUIREMENTS HEREIN.

16.CONSTRUCTION SHALL BE SEQUENCED TO PROVIDE THE LEAST POSSIBLE EFFECT ON NATURAL RESOURCES.

17.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSON AND PROPERTY; THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND DESIGN CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CIVIL ENGINEER.

18. THE LOCATION, DEPTH, AND EXISTENCE OF UNDERGROUND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE POSITIONS BASED UPON INFORMATION AVAILABLE TO THE ENGINEER.

THE CONTRACTOR SHALL EXCAVATE INSPECTION HOLES ("POT HOLES") AND DETERMINE THE LOCATION AND DEPTH OF ALL UNDERGROUND STRUCTURES AND UTILITIES THAT ARE IN THE VICINITY OF AND/OR MAY BE AFFECTED BY THE PROPOSED IMPROVEMENT WORK PRIOR TO ANY CONSTRUCTION WORK WHICH COULD DAMAGE OR CONFLICT WITH SAID

STRUCTURES AND/OR UTILITIES.

19.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR AND THE CIVIL ENGINEER OF ANY DIFFERENCES IN LOCATIONS OF EXISTING UTILITIES SHOWN, OR ANY CONFLICTS WITH THE DESIGN THAT BECOME APPARENT DURING CONSTRUCTION, BEFORE CONTINUING WITH WORK IN THAT AREA.

20.THE CONTRACTOR SHALL PROVIDE ADEQUATE COVER FOR THE PROTECTION OF ALL PROPOSED AND EXISTING UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT.

21.ALL GRADING OPERATIONS SHALL BE CONTINUOUSLY OBSERVED BY A SOILS ENGINEER. CONTRACTOR MUST NOTIFY SOILS ENGINEER TWO (2) WORKING DAYS IN ADVANCE.

22.THE SURVEYOR SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF WHEN FIELD STAKING IS TO BE REQUIRED.

23.ALL CUT SLOPES SHALL BE ROUNDED TO MEET EXISTING GRADES AND BLEND WITH SURROUNDING TOPOGRAPHY. ALL GRADED SLOPES OVER FIVE FEET IN HEIGHT SHALL BE PLANTED

WITH SUITABLE GROUND COVER.

NOTES, ABBREVIATIONS,

LEGEND

ABBREVIATIONS

(E) EXISTING

(N) NEW

AB AGGREGATE BASE

ASPHALTIC CONCRETE/

ASBESTOS CEMENT

ALP ARROYO LAS POSITAS

APPROX APPROXIMATE

BMP BEST MANAGEMENT PRACTICES

CAMUTCD

CALIFORNIA MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES

CASQA

CALIFORNIA STORM WATER QUALITY

ASSOCIATION

CDF CONTROLLED DENSITY FILL

CFS CUBIC FEET PER SECOND

CLSM

CONTROLLED-LOW-STRENGTH

MATERIAL

COMP COMPACTION

CY CUBIC YARD

EG EXISTING GRADE

ELEV ELEVATION

ESA ENVIRONMENTALLY SENSITIVE AREA

FEMA

FEDERAL EMERGENCY MANAGEMENT

AGENCY

FG FINISHED GRADE

GALV GALVANIZED

GPS GLOBAL POSITIONING SYSTEM

H, HOR. HORIZONTAL

INV INVERT

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OHWM ORDINARY HIGH WATER MARK

PVC POLYVINYL CHLORIDE

STA STATION

SWPPP

STORM WATER POLLUTION

PREVENTION PLAN

TOB TOP OF BANK

TYP TYPICAL

USA UNDERGROUND SERVICE ALERT

V, VER. VERTICAL

W/ WITH

GENERAL NOTES

EXISTING DEBRIS, DEADFALL, AND TRASH THROUGHOUT THE LIMITS OF WORK SHALL BE

REMOVED BY THE CONTRACTOR. NATURAL WOOD MATERIAL SHALL BE CHIPPED AND

PLACED IN THE LOCATIONS SHOWN ON THE PLANS. ALL OTHER MATERIAL SHALL BE

PROPERLY DISPOSED OF BY THE CONTRACTOR.

DEBRIS AND DEADFALL REMOVAL NOTES

TREE SHALL BE REMOVED AS SHOWN ON THE PLANS. ALL TREES TO BE REMOVED SHALL BE

MARKED BY THE CONTRACTOR AND CONFIRMED BY THE CITY PRIOR TO REMOVAL. LARGE

TREES WITH ROOT BALLS SHALL BE EXCAVATED AND REMOVED IN ONE COMPLETE SECTION

AS REQUIRED TO INSTALL BURIED WOODY DEBRIS ALONG THE CHANNEL AS SHOWN ON THE

PLANS. ALL BRANCHES AND TREES NOT REQUIRED FOR WOODY DEBRIS SHALL BE CHIPPED

AND PLACED IN THE LOCATIONS ON THE PLANS AND/OR PROPERLY DISPOSED OF BY THE

CONTRACTOR.

TREE REMOVAL NOTES

STAGING/STOCKPILE AREA

EXISTING FENCE

EXISTING TREES TO REMAIN

SHEET NO. WHERE DETAIL OR SECTION IS DRAWN

PROPERTY LINE

EXISTING GRADE

EXISTING CONTOUR PROPOSED GRADE

EXISTING STORM DRAIN

DISPOSAL AREA

REMOVE EXISTING TREE

EXISTING IRRIGATION MAINW

EXISTING IRRIGATION LINEIRR IRR

EXISTING TOP OF BANK

TEMPORARY CONTROL POINT

DETAIL OR SECTION DESIGNATION

ORDINARY HIGH WATER MARK

PROPOSED CONTOUR545

UE EXISTING UNDERGROUND

ELECTRIC

REMOVE CART PATH

NEW CONCRETE CART PATH

NEW ROCK RIP RAP

FLOW DIRECTION

COM EXISTING AT&T CONDUIT

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

EXISTING SANITARY SEWERSSEXISTING CITY WATER MAINW

EXISTING RECLAIMED WATER MAINRW

ESA/SILT FENCE/\ /\ /\ /\

W EXISTING ABANDONED

CITY WATER MAIN

NEW ASPHALT CART PATH

LIMITS OF DISTURBANCELOD

1. CONTRACTOR SHALL PROVIDE ALL BARRIERS AND SIGNS, TO BE APPROVED BY THE CITY, TO

CLOSE OFF PUBLIC ACCESS TO EACH SITE DURING CONSTRUCTION. THE EXACT LOCATION

OF SITE CLOSURE SHALL BE COORDINATED WITH THE CITY PRIOR TO BEGINNING

CONSTRUCTION.

2. IF THE CONTRACTOR PLANS TO CLOSE TRAFFIC LANES FOR ANY PERIOD OF TIME, OR

DISRUPT THE FLOW OF TRAFFIC, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL

PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO BEGINNING WORK. THE PLAN SHALL

BE SIGNED BY A LICENSED CIVIL OR TRAFFIC ENGINEER WHEN IT INVOLVES AN ARTERIAL

STREET. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN

ACCORDANCE WITH THE LATEST EDITION OF THE "CALIFORNIA MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES". A MINIMUM OF OF ONE TRAFFIC LANE (10' MIN) SHALL BE OPEN

TO VEHICULAR TRAFFIC DURING ALL HOURS, WEEKENDS, AND HOLIDAYS. STREET DETOURS

SHALL ONLY TAKE PLACE UPON CITY APPROVAL.

3. ALL TRAFFIC CONTROL DEVICES SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH PART 6 AND PART 9 OF THE LATEST EDITION OF THE "CALIFORNIA MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES".

4. ALL CONES USED FOR LANE CLOSURE AFTER NIGHTFALL SHALL BE FITTED WITH

RETROREFLECTIVE BANDS (OR SLEEVES).

5. ALL ADVANCED WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR

DAYTIME CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED

FOR NIGHTTIME CLOSURES.

6. PERMANENT SIGNS OR EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE TRAFFIC

CONTROL PLAN SHALL BE COVERED, OBLITERATED OR REMOVED AS DIRECTED BY THE

ENGINEER, AND RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE

WORK.

7. DURING ALL CONSTRUCTION PERIODS, THE CONTRACTOR SHALL HAVE AT THE JOBSITE ALL

NECESSARY TRAFFIC CONTROL DEVICES (APPROPRIATE SIGN, LIGHTED ARROW DISPLAY,

CHANNELIZING DEVICES, ETC.) NEEDED TO IMPLEMENT THE APPROVED TRAFFIC CONTROL

PLAN

8. CONSTRUCTION SHALL BE SEQUENCED TO PROVIDE THE LEAST POSSIBLE ADVERSE EFFECT

TO RESIDENCES AND BUSINESS.

9. CONSTRUCTION MATERIALS SHALL BE KEPT OFF SIDEWALKS AND CONSOLIDATED IN AREAS

WITHIN THE CITY RIGHT-OF-WAY UNLESS OTHERWISE APPROVED BY THE CITY.

10.CONTRACTOR SHALL COORDINATE DETOUR ROUTES (IF NECESSARY) WITH THE CITY.

NOTES

ACCESS TO PROJECT BY CONSTRUCTION EQUIPMENT, MATERIAL DELIVERY AND OTHER HEAVY

LOADS SHALL BE LIMITED TO THE FOLLOWING ROUTE:

I-580 TO AIRWAY BOULEVARD, AIRWAY BOULEVARD TO TERMINAL CIRCLE

THE WHEEL-LOADING ON THE ABOVE ROUTES SHALL NOT EXCEED THE STATE LOAD LIMITS.

HAUL ROUTE/ CONSTRUCTION ACCESS

TRAFFIC CONTROL NOTES

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

BASIS OF BEARING (GOLF COURSE WORK)

THE BEARINGS SHOWN HEREON ARE BASED ON CALIFORNIA COORDINATE SYSTEM ZONE III AS

DETERMINED BY GPS OBSERVATIONS

BENCHMARK DATA (GOLF COURSE WORK)

THE STATION IS A 2 BRASS DISK STAMPED "RE 13962" IN MONUMENT WELL, 15'±E OF W EDGE OF

KINROSS DRIVE AT INTERSECTION OF KINROSS DRIVE AND SISKIYOU DRIVE PER CITY OF

WALNUT CREEK GEODETIC CONTROL SURVEY -2003 RECORDED IN BOOK 127 OF LAND

SURVEYOR MAPS, AT PAGES 30-36 OFFICIAL RECORDS OF CONTRA COSTA COUNTY.

DATUM (GOLF COURSE WORK)

HORIZONTAL - CALIFORNIA COORDINATE SYSTEM ZONE 3 NAD 83(EPOCH 2010.86).

VERTICAL - NAVD 88 BASED ON NGS PUBLISHED BENCHMARK VALUES AND GEOID99 MODEL

HEIGHTS.

1. THE CONTRACTOR SHALL DEVELOP A DETAILED CONSTRUCTION SCHEDULE INDICATING THE

DURATION OF WORK AT EACH LOCATION THROUGHOUT THE PROJECT. THE SCHEDULE SHALL BE

SUBMITTED PRIOR TO CONSTRUCTION AND SHALL BE REVIEWED AND APPROVED BY THE CITY AND

THE GOLF COURSE.

2. THE CONTRACTOR SHALL MARK THE LIMITS OF WORK AT EACH PROJECT LOCATION AND REVIEW

WITH THE CITY AND GOLF COURSE FOR APPROVAL PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL ADJUST THE LIMITS OF WORK AND CONSTRUCTION SCHEDULE AS NECESSARY

TO MINIMIZE IMPACT ON GOLF COURSE OPERATIONS THROUGHOUT CONSTRUCTION.

4. THE DURATION OF WORK ON THE GOLF COURSE SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE. CONTRACTOR SHALL IMMEDIATELY RESTORE THE SITE WITHIN THE GOLF COURSE

UPON COMPLETION OF THE WORK.

5. APPROXIMATELY 2 WEEKS PRIOR TO ANY WORK ON THE GOLF COURSE THE CONTRACTOR SHALL HAVE AN ONSITE MEETING WITH GOLF COURSE REPRESENTATIVES AND CITY STAFF TO DISCUSS

IMPACTS TO THE GOLF COURSE AND COORDINATION.

6. CONTRACTOR SHALL COORDINATE WITH A GOLF COURSE REPRESENTATIVE DURING

CONSTRUCTION. CONTRACTOR SHALL WORK WITH THE CITY'S INSPECTOR TO PROVIDE THE GOLF

COURSE WITH ANY UPDATES, CHANGES TO THE CONSTRUCTION SCHEDULE, OR CONSTRUCTION

COORDINATION ISSUES THAT MAY ARISE DURING CONSTRUCTION.

GOLF COURSE COORDINATION:

1. THE PROJECT REQUIRES WORK ON AN ACTIVE GOLF COURSE. THE GOLF COURSE MAY

TEMPORARILY RELOCATE SOME OF THE GOLF COURSE FACILITIES; HOWEVER, THE CONTRACTOR

SHALL ANTICIPATE THAT THE GOLF COURSE WILL BE ACTIVE AT ALL TIMES DURING CONSTRUCTION.

2. CONTRACTOR SHALL ANTICIPATE GOLF BALLS HITTING VEHICLES, EQUIPMENT, AND PERSONNEL

DURING THE COURSE OF WOK ON, AND ADJACENT TO THE GOLF COURSE.

3. CONTRACTOR SHALL CONSIDER INSTALLING FENCING AROUND THE ACTIVE WORK AREA TO PROVIDE

PROTECTION FROM GOLF BALLS.

4. ALL PERSONNEL WORKING ON THE GOLF COURSE SHALL MONITOR THE GOLF COURSE ACTIVITIES

AND PROVIDE PERSONNEL PROTECTION AS NECESSARY TO MITIGATE THE HAZARDS OF WORKING

ON A GOLF COURSE.

5. CONTRACTOR SHALL USE FLAGGERS AND SIGNAGE TO DIRECT GOLFERS AROUND THE ACTIVE

WORK AREAS.

WORK ON ACTIVE GOLF COURSE:

1. EXISTING GOLF COURSE IRRIGATION SHALL BE MODIFIED, RELOCATED, AND EXPANDED AS

NECESSARY TO PROVIDE FULL COVERAGE ON ALL TURF WITHIN THE GOLF COURSE, INCLUDING NEW

FLOOD BERMS.

2. CONTRACTOR SHALL COORDINATE WITH THE GOLF COURSE TO DETERMINE ACCEPTABLE

LOCATIONS AND SPACING OF NEW AND RELOCATED IRRIGATION SPRAY HEADS.

GOLF COURSE IRRIGATION:

1. ALL DAMAGED OR REMOVED TURF SHALL BE REPLACED WITH NEW SOD AS DETAILED ON THE PLANS.

2. ALL AREAS DISTURBED WITHIN THE GOLF COURSE SHALL BE RESTORED WITH NEW SOD, INCLUDING

NEW FLOOD BERMS AND CART PATH REMOVAL LOCATIONS.

GOLF COURSE TURF:

1. THE EXISTING 8” POTABLE WATER MAIN ON THE NORTH SIDE OF BEEB'S IS ASBESTOS CEMENT (AC) PIPE AND THE CITY IS NOT ABLE TO ACCURATELY LOCATE THE PIPE. THE EXISTING 8” GOLF COURSE IRRIGATION MAIN ON THE NORTH SIDE OF BEEB'S CANNOT BE ACCURATELY LOCATED BY THE CITY OR THE GOLF COURSE. ANY USA MARKINGS FOR THE WATER MAINS ARE APPROXIMATE IN NATURE AND SHALL BE FIELD LOCATED AND VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE

WATER MAINS DO NOT HAVE TRACER WIRE.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING, POTHOLING, AND SURVEYING THE LOCATION OF THE POTABLE WATER MAIN AND THE GOLF COURSE IRRIGATION MAIN ON THE NORTH SIDE OF BEEB'S WITHIN THE EXCAVATION LIMITS OF THE PROJECT A MINIMUM OF 15 WORKING DAYS PRIOR TO

CONSTRUCTING THE NEW FLOODWALL AND BERM ON THE NORTH SIDE OF BEEB'S. THE

CONTRACTOR SHALL POTHOLE AND SURVEY THE WATER MAINS AT A MINIMUM OF THREE

LOCATIONS, INCLUDING AT THE LIMITS OF EXCAVATION. POTHOLE AND SURVEY DATA SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION.

WATER MAIN RELOCATION MAY BE NECESSARY DEPENDING ON THE LOCATION AND DEPTH OF THE

WATER MAIN.

3. CONTRACTOR MAY NEED TO PERFORM MULTIPLE UTILITY POTHOLES TO ACCURATELY LOCATE THE WATER MAIN, STARTING AT THE NEAREST WATER VALVES AS SHOWN ON THE CITY'S WATER MAIN

UTILITY MAPS WHICH ARE INCLUDED AS ATTACHMENTS TO THE SPECIFICATIONS.

4. CONTRACTOR SHALL TAKE CAUTION TO PROTECT THE EXISTING WATER MAINS AND UTILITIES IN PLACE AT ALL TIMES DURING CONSTRUCTION. THE EXISTING AC WATER MAIN IS FRAGILE AND SHALL

BE LOCATED AND POTHOLED WITH EXTREME CAUTION.

WATER MAIN LOCATING:

BASIS OF BEARING (AIRWAY BOULEVARD WORK)

THE BEARINGS OF NORTH 87°49'24" EAST TAKEN BETWEEN NGS PID HS5109 (GOLD CREEK) AND

NGS PID AA3816 (GREENVILLE) AS CALCULATED BETWEEN THE COORDINATES PUBLISHED ON

THE DATA SHEETS FOR SAID POINTS ON THE NGS WEBSITE WAS TAKEN AS THE BASIS FOR ALL

BEARING SHOWN HEREON.

THE COORDINATES SHOWN HEREON ARE BASED ON CALIFORNIA COORDINATE SYSTEM

NAD1983, ZONE 3.

(EPOCH DATA 2010.00)

BENCHMARK DATA (AIRWAY BOULEVARD WORK)

NGS: HS5109

DESIGNATION: GOLD CREEK

DATUM: NAVD 1988

ELEVATION: 564.85

DATUM (AIRWAY BOULEVARD WORK)

HORIZONTAL - CALIFORNIA COORDINATE SYSTEM ZONE 3 NAD 83(EPOCH 2010.86).

VERTICAL - NAVD 88 BASED ON NGS PUBLISHED BENCHMARK VALUES AND GEOID99 MODEL

HEIGHTS.

CLUBHOUSE DRIVE LINDBERHG AVENUE

S E

N D

TERMINAL CIRCLE

LIVERMORE MUNICIPAL

AIRPORT

C8 C10

C11

BEEB'S SPORT

BAR & GRILL

C23

AIRWAY BOULEVARD

C17 C18

C9 C16

PROJECT LOCATION MAP

SCALE: 1" = 150'

PLAN

SCALE: 1 INCH = 150 FEET

150 0 150 300

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

DISPOSAL AREA FOR

CHIPPED TREES

TEMPORARY STORAGE AREA TO BE USED

DURING FLOODWALL CONSTRUCTION

CONTRACTOR SHALL NOT EXCEED LOADING LIMIT

OF EXISTING BRIDGE OF 36 TONS. CONTRACTOR

TO PROVIDE TRAFFIC CONTROL DURING BRIDGE

USE. CONTRACTOR SHALL REPAIR ANY DAMAGES

CAUSED TO BRIDGE DURING CONSTRUCTION.

HAUL ROUTES AND

DISPOSAL AREAS

NOTES:

1. LOCATION OF HAUL ROUTES AND DISPOSAL AREAS ARE APPROXIMATE AND WILL BE FIELD VERIFIED BY THE CITY PRIOR TO CONSTRUCTION.

HAULING OF MATERIAL AND EQUIPMENT SHALL NOT INTERRUPT GOLF COURSE OPERATIONS. CONTRACTOR SHALL PROVIDE TRAFFIC

CONTROL FLAGGERS AT ALL TIMES WHEN WORKING WITHIN THE ACTIVE GOLF COURSE AREAS.

2. RESTORE CONDITIONS OF ROUTES TO PRE-PROJECT CONDITION WHEN CONSTRUCTION IS COMPLETE.

3. DO NOT REMOVE ANY TREES NOT LABELED FOR REMOVAL ON THE TREE REMOVAL PLANS. SEE SHEET C23 FOR ADDITIONAL INFORMATION.

4. CHIPPED WOOD SHALL BE EVENLY PLACED IN THE AREAS SHOWN ON THIS SHEET TO AN APPROXIMATE DEPTH OF 6-INCHES. THE LOCATION OF THE WOOD CHIP PLACEMENT SHALL BE CONFIRMED BY THE GOLF COURSE PRIOR TO PLACEMENT.

LEGEND

DISPOSAL AREAS

CONSTRUCTION STAGING AREAS

HAUL ROUTES (10' WIDTH)

SCALE: 1" = 150'

PLAN

CLUBHOUSE DRIVE

BEEB'S SPORTS

BAR & GRILL

TERMINAL CIRCLE

AIR

AY BO

LEVAR

SCALE: 1 INCH = 150 FEET

150 0 150 300

I-580

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

PROJECT IMPROVEMENTS

SCALE: 1 INCH = 150 FEET

150 0 150 300

SCALE: 1" = 150'

PLAN

TERMINAL CIRCLE

CLUBHOUSE DRIVE LINDBERGH AVENUE

EARHART WAY

S E

N D

AIRWAY BOULEVARD

BEEB'S SPORTS

BAR & GRILL

LIVERMORE MUNICIPAL

AIRPORT

ARROYO LAS POSITAS CHANNEL CENTERLINE

(N) BERM

(N) CART PATH

(N) BERM AND CART PATH

(N) FLOODWALL

SHEET NOTES:

1. SEE SHEETS C6 TO SHEET C18 FOR ADDITIONAL DETAILS.

2. ESA & SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY'S BIOLOGIST IN THE FIELD, PER DETAIL . ADDITIONAL SILT FENCE AND BMP'S ARE REQUIRED AS

SHOWN IN THE PROJECT SWPPP.

(N) AIRWAY BOULEVARD BERM

(N) AIRWAY BOULEVARD FLOODWALL

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

90% DRAFT - NOT FOR CONSTRUCTION

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

DRAFT

MODIFY AND RAISE (E)

GOLF COURSE TEE BOX

REMOVE (E) CART PATH

(N) FLOOD GATE

(N) ESA & SILT FENCE, TYP.

NOTE 2

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L28

L29

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46 L47

L48

L49

L50

L51

L30

L13

L14

L2 L3

L10

L11

L12

CP44

CP50

CP42

CP12

CP13

CP14

CP40

CP67

CP47

CP15

LINE TABLE: GOLF COURSE FLOODWALL ALIGNMENT

LINE #

L10

LENGTH

47.80'

82.35'

46.75'

16.07'

23.02'

17.58'

187.35'

4.08'

25.00'

11.78'

DIRECTION

N70° 07' 30"E

N70° 07' 33"E

S89° 49' 50"E

S57° 13' 58"E

N82° 02' 51"E

N33° 16' 15"E

N80° 51' 51"E

N21° 18' 33"E

START POINT

N: 2079055.56 E: 6178275.95

N: 2079071.81 E: 6178320.90

N: 2079099.80 E: 6178398.34

N: 2079099.66 E: 6178445.09

N: 2079090.97 E: 6178458.61

N: 2079094.15 E: 6178481.41

N: 2079108.85 E: 6178491.05

N: 2079138.59 E: 6178676.02

N: 2079142.40 E: 6178677.51

N: 2079165.69 E: 6178686.59

END POINT

N: 2079071.81 E: 6178320.90

N: 2079099.80 E: 6178398.34

N: 2079099.66 E: 6178445.09

N: 2079090.97 E: 6178458.61

N: 2079094.15 E: 6178481.41

N: 2079108.85 E: 6178491.05

N: 2079138.59 E: 6178676.02

N: 2079142.40 E: 6178677.51

N: 2079165.69 E: 6178686.59

N: 2079176.67 E: 6178690.87

NOTE

NORTH FACE OF GOLF COURSE FLOODWALL ALIGNMENT

LINE TABLE: BEEB'S CART PATH ALIGNMENT

LINE #

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

LENGTH

39.94'

29.07'

24.85'

31.79'

49.11'

10.36'

35.54'

16.13'

20.73'

23.72'

DIRECTION

N07° 24' 40"E

N08° 15' 10"E

N41° 32' 38"E

N50° 30' 13"E

N43° 55' 05"E

N75° 54' 53"E

N87° 17' 33"E

N75° 40' 53"E

N65° 00' 08"E

N89° 14' 14"E

START POINT

N: 2078907.37 E: 6178217.56

N: 2078946.97 E: 6178222.71

N: 2078975.74 E: 6178226.89

N: 2078994.34 E: 6178243.37

N: 2079014.55 E: 6178267.90

N: 2079049.93 E: 6178301.96

N: 2079052.45 E: 6178312.01

N: 2079054.13 E: 6178347.51

N: 2079058.12 E: 6178363.14

N: 2079066.88 E: 6178381.92

END POINT

N: 2078946.97 E: 6178222.71

N: 2078975.74 E: 6178226.89

N: 2078994.34 E: 6178243.37

N: 2079014.55 E: 6178267.90

N: 2079049.93 E: 6178301.96

N: 2079052.45 E: 6178312.01

N: 2079054.13 E: 6178347.51

N: 2079058.12 E: 6178363.14

N: 2079066.88 E: 6178381.92

N: 2079067.20 E: 6178405.65

NOTE

CENTERLINE OF BEEB'S CART PATH

LINE TABLE: PARKING LOT CART PATH ALIGNMENT

LINE #

L28

L29

L30

LENGTH

45.25'

8.33'

81.41'

DIRECTION

N08° 02' 34"E

N28° 42' 32"E

N44° 37' 07"E

START POINT

N: 2079145.61 E: 6178723.52

N: 2079190.42 E: 6178729.85

N: 2079197.73 E: 6178733.85

END POINT

N: 2079190.42 E: 6178729.85

N: 2079197.73 E: 6178733.85

N: 2079255.68 E: 6178791.04

NOTE

CENTERLINE OF PARKING LOT CART PATH

LINE TABLE: HOLE 16 CART PATH ALIGNMENT

LINE #

L31

L32

LENGTH

74.21'

37.77'

DIRECTION

S25° 09' 24"E

S26° 12' 21"E

START POINT

N: 2079403.89 E: 6178920.59

N: 2079336.72 E: 6178952.14

END POINT

N: 2079336.72 E: 6178952.14

N: 2079302.83 E: 6178968.82

NOTE

CENTERLINE OF HOLE 16 CART PATH

CURVE TABLE: HOLE 16 CART PATH ALIGNMENT

CURVE #

RADIUS

34'

LENGTH

34.16'

CHORD DIRECTION

S71° 20' 03"E

START POINT

N: 2079302.83 E: 6178968.82

END POINT

N: 2079292.34 E: 6178999.87

NOTE

CENTERLINE OF HOLE 16 CART PATH

LINE TABLE: GOLF COURSE CART PATH ALIGNMENT

LINE #

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

LENGTH

42.35'

15.93'

12.01'

27.27'

21.00'

16.78'

16.68'

85.02'

12.42'

11.40'

20.84'

20.48'

29.31'

18.12'

19.15'

21.70'

30.41'

12.25'

19.85'

DIRECTION

S80° 34' 33"E

S81° 02' 09"E

S83° 39' 06"E

S85° 03' 28"E

S85° 49' 18"E

N87° 46' 15"E

N80° 34' 00"E

N74° 59' 04"E

N79° 31' 15"E

N82° 48' 43"E

N84° 24' 28"E

N76° 35' 09"E

N64° 38' 28"E

N72° 16' 30"E

S84° 31' 18"E

S65° 06' 51"E

S50° 21' 25"E

S52° 43' 18"E

S73° 32' 39"E

START POINT

N: 2079292.40 E: 6179010.35

N: 2079285.46 E: 6179052.13

N: 2079282.98 E: 6179067.87

N: 2079281.65 E: 6179079.81

N: 2079279.30 E: 6179106.97

N: 2079277.77 E: 6179127.92

N: 2079278.43 E: 6179144.68

N: 2079281.16 E: 6179161.13

N: 2079303.19 E: 6179243.25

N: 2079305.45 E: 6179255.46

N: 2079306.87 E: 6179266.77

N: 2079308.90 E: 6179287.51

N: 2079313.65 E: 6179307.43

N: 2079326.21 E: 6179333.92

N: 2079331.73 E: 6179351.18

N: 2079329.90 E: 6179370.25

N: 2079320.77 E: 6179389.93

N: 2079301.37 E: 6179413.35

N: 2079293.95 E: 6179423.09

END POINT

N: 2079285.46 E: 6179052.13

N: 2079282.98 E: 6179067.87

N: 2079281.65 E: 6179079.81

N: 2079279.30 E: 6179106.97

N: 2079277.77 E: 6179127.92

N: 2079278.43 E: 6179144.68

N: 2079281.16 E: 6179161.13

N: 2079303.19 E: 6179243.25

N: 2079305.45 E: 6179255.46

N: 2079306.87 E: 6179266.77

N: 2079308.90 E: 6179287.51

N: 2079313.65 E: 6179307.43

N: 2079326.21 E: 6179333.92

N: 2079331.73 E: 6179351.18

N: 2079329.90 E: 6179370.25

N: 2079320.77 E: 6179389.93

N: 2079301.37 E: 6179413.35

N: 2079293.95 E: 6179423.09

N: 2079288.33 E: 6179442.12

NOTE

CENTERLINE OF GOLF COURSE CART PATH

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

CLUBHOUSE DRIVE

BEEB'S CART

PATH ALIGNMENT

PARKING LOT CART

PATH ALIGNMENT

NORTH FACE OF FLOODWALL ALIGNMENT

HOLE 16 CART

PATH ALIGNMENT

SCALE: 1" = 80'

PLAN

SCALE: 1 INCH = 80 FEET

80 0 80 160

GOLF COURSE CART

PATH ALIGNMENT

ALIGNMENT PLAN &

ALIGNMENT TABLES

TEMPORARY CONTROL POINTS

POINT # NORTHING EASTING ELEVATION DESCRIPTION

12 2079132.86 6178737.01 380.45 MAG NAIL

13 2079240.13 6178822.13 385.99 HUB

14 2079342.12 6178851.55 380.01 HUB

15 2079442.79 6178972.30 382.61 MAG NAIL

40 2079349.55 6178949.09 381.92 MAG NAIL

42 2079262.30 6178345.74 383.60 MAG NAIL

44 2079204.25 6178221.99 382.14 HUB

47 2079085.48 6178287.67 377.57 HUB

50 2079049.99 6178484.43 378.68 MAG NAIL

67 2079300.90 6179348.43 387.62 REBAR

NOTES:

1. TEMPORARY LOCAL CONTROL POINTS WERE ESTABLISHED IN 2022 AND MAY NOT EXIST.

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND ESTABLISHING ALL CONTROL POINT TO

BE USED FOR PROJECT.

L53

L57

L58

L59

L60

L61

L56

L55L54

L52

L74

L75

L78

L79

L76 L77

CP21

CP22

CP27

CP25

LINE TABLE: HOLE 17 CART PATH ALIGNMENT

LINE #

L52

L53

L54

L55

L56

L57

L58

L59

L60

L61

LENGTH

64.31'

33.41'

49.17'

65.80'

72.99'

34.89'

34.11'

47.31'

46.84'

42.35'

DIRECTION

S73° 45' 27"E

S63° 36' 56"E

S74° 50' 33"E

N80° 59' 21"E

N54° 03' 37"E

N37° 40' 08"E

N27° 43' 00"E

N15° 48' 50"E

N31° 12' 40"E

N10° 18' 15"E

START POINT

N: 2079468.89 E: 6179574.66

N: 2079450.90 E: 6179636.40

N: 2079436.05 E: 6179666.33

N: 2079423.19 E: 6179713.79

N: 2079433.50 E: 6179778.78

N: 2079476.34 E: 6179837.88

N: 2079503.96 E: 6179859.20

N: 2079534.15 E: 6179875.06

N: 2079579.67 E: 6179887.95

N: 2079619.72 E: 6179912.22

END POINT

N: 2079450.90 E: 6179636.40

N: 2079436.05 E: 6179666.33

N: 2079423.19 E: 6179713.79

N: 2079433.50 E: 6179778.78

N: 2079476.34 E: 6179837.88

N: 2079503.96 E: 6179859.20

N: 2079534.15 E: 6179875.06

N: 2079579.67 E: 6179887.95

N: 2079619.72 E: 6179912.22

N: 2079661.39 E: 6179919.80

NOTE

CENTERLINE OF HOLE 17 CART PATH

LINE TABLE: AIRWAY BOULEVARD BERM ALIGNMENT

LINE #

L74

L75

LENGTH

65.44'

163.27'

DIRECTION

S01° 23' 28"W

START POINT

N: 2079512.88 E: 6180420.07

N: 2079447.46 E: 6180418.48

END POINT

N: 2079447.46 E: 6180418.48

N: 2079284.23 E: 6180414.51

NOTE

CENTERLINE OF AIRWAY BOULEVARD BERM

CURVE TABLE: AIRWAY BOULEVARD BERM ALIGNMENT

CURVE #

RADIUS

658'

LENGTH

593.67'

CHORD DIRECTION

S26° 43' 30"E

START POINT

N: 2079284.23 E: 6180414.51

END POINT

N: 2078771.80 E: 6180672.53

NOTE

CENTERLINE OF AIRWAY BOULEVARD BERM

LINE TABLE: AIRWAY BOULEVARD FLOODWALL ALIGNMENT

LINE #

L76

L77

L78

L79

LENGTH

26.16'

35.39'

61.57'

14.95'

DIRECTION

S35° 20' 24"E

S88° 57' 59"E

S88° 55' 46"E

S88° 55' 48"E

START POINT

N: 2078645.61 E: 6181011.25

N: 2078624.27 E: 6181026.38

N: 2078623.63 E: 6181061.76

N: 2078622.48 E: 6181123.32

END POINT

N: 2078624.27 E: 6181026.38

N: 2078623.63 E: 6181061.76

N: 2078622.48 E: 6181123.32

N: 2078622.20 E: 6181138.26

NOTE

NORTH FACE OF AIRWAY BOULEVARD FLOODWALL

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

TERMINAL CIRCLE

CLUBHOUSE DRIVE

W A

Y B

O U

A R

HOLE 17 CART

PATH ALIGNMENT

AIRWAY BOULEVARD

BERM ALIGNMENT

AIRWAY BOULEVARD

FLOODWALL ALIGNMENT

SCALE: 1" = 80'

PLAN

SCALE: 1 INCH = 80 FEET

80 0 80 160

ALIGNMENT PLAN &

ALIGNMENT TABLES

TEMPORARY CONTROL POINTS

POINT # NORTHING EASTING ELEVATION DESCRIPTION

21 2079665.76 6179880.30 384.55 HUB

22 2079713.41 6179997.99 384.53 HUB

25 2079501.08 6180309.78 384.55 HUB

27 2079507.37 6180388.95 390.39 MAG NAIL

NOTES:

1. TEMPORARY LOCAL CONTROL POINTS WERE ESTABLISHED IN 2022 AND MAY NOT EXIST.

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND ESTABLISHING ALL CONTROL POINT TO

BE USED FOR PROJECT.

(E) TREE,

PROTECT IN PLACE

IRR

W W

WWWWWWWWWWWWW

W W W W W

WWWW

W W

WWWWW

IRR

IRR IRR

IRR

IRR IRR

IRR

U E

COM COM

C O

M C

O M

C O

M C

O M

COM

COM COM

W W

(E) TOP OF BANK

(E) UNDERGROUND ELECTRIC

WATER IRRIGATION LINE, TYP.

RELOCATE AS NECESSARY FOR CONSTRUCTION

(E) ORDINARY HIGH

WATER MARK

ARROYO LAS POSITAS

REMOVE (E) CART PATH

(E) 8" AC CITY POTABLE

WATER MAIN

(E) RESTROOM

RAISE (E) CART PATH,

SEE DETAIL 5

(E) 12" SD OUTFALL,

NOTE 14

(N) ESA & SILT FENCE

NOTE 12

(E) IRRIGATION LINES

(E) 8" GOLF COURSE

IRRIGATION MAIN

(E) AT&T CONDUIT

RAISE (E) CART PATH,

SEE PROFILE A

C12

12'

14'

12'

LOD

LOD LOD

LOD

LODLOD

LOD

LOD 380

RAISE (E) TEE BOX FOR HOLE 10

NOTE 7, 8, & 11

500+00

500+50

501+00

501+50

NOTE 13

(N) CART PATH,

SEE DETAIL 2

MATCH (E) PATHWAY

ALIGNMENT, GRADE AS SHOWN

LIMITS OF DISTURBANCE

SCALE: 1 INCH = 20 FEET

20 0 20 40

SCALE: 1" = 20'

PLAN

NOTES:

1. THE EXTENT, ELEVATIONS, AND QUANTITIES OF GRADING IS APPROXIMATE AND SHALL BE

CONFIRMED AND ADJUSTED AS DIRECTED BY THE CITY'S REPRESENTATIVES IN THE FIELD DURING

CONSTRUCTION.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF TRASH, SOIL, SILT, MUD, EXCESSIVE ORGANIC

MATERIAL AND DEBRIS WITHIN THE LIMITS OF CONSTRUCTION.

3. SITE RESTORATION NORTH OF PATHWAY AND HOLE 10 TEE BOX: BIODEGRADABLE EROSION

CONTROL BLANKET AND BROADCAST SEEDING SHALL BE INSTALLED ON DISTURBED SLOPES

STEEPER THAN 5H:1V, AND HYDROSEEDING SHALL BE PLACED ON ALL OTHER DISTURBED AREAS AT

THE COMPLETION OF CONSTRUCTION. AVOID PLACEMENT IN LOW FLOW CHANNEL.

4. SOIL AND SEDIMENT REMOVAL SHALL NOT OCCUR WITHIN THE LIMITS OF THE EXISTING TREE ROOT

SYSTEMS FOR TREES TO REMAIN.

5. EQUIPMENT SHALL NOT ENTER THE CHANNEL BELOW THE OHWM AS DIRECTED BY THE CITY'S

BIOLOGIST.

6. PROTECT EXISTING TREES IN PLACE AND PROVIDE NECESSARY PROTECTION MEASURES. FULL

TREE PROTECTION MEASURES MAY NOT BE POSSIBLE DUE TO TREE LOCATION. CONTRACTOR

SHALL TAKE CAUTION TO NOT DAMAGE OR DISTURB TREE DURING CONSTRUCTION.

7. CONTRACTOR SHALL COORDINATE LOCATION AND LIMITS OF (N) TEE BOX FOR HOLE 10 WITH THE GOLF COURSE AND CITY. CONTRACTOR SHALL MARK LOCATION OF PROPOSED TEE BOX LOCATION

AND DISCUSS WITH CITY PRIOR TO CONSTRUCTION.

8. TEE BOX AND SURROUNDING GROUND FROM THE EXISTING RESTROOM TO THE (N) CART PATH SHALL BE RAISED TO A MINIMUM ELEVATION OF 380.5'. CLEAR, GRUB, AND GRADE AREA PER THE

SPECIFICATIONS. 2-FEET OF OVEREXCAVATION IS NOT REQUIRED AT THIS LOCATION.

9. ALL DAMAGED OR REMOVED TURF IN THE FAIRWAYS AND ROUGH AREAS SHALL BE FULLY

RESTORED WITH SOD PER DETAIL .

10. GOLF COURSE TEE BOX SHALL BE CONSTRUCTED PER DETAIL .

11. CONTRACTOR SHALL ADJUST, MODIFY, AND REPLACE EXISTING IRRIGATION SYSTEM AS NECESSARY

TO PROVIDE COMPLETE COVERAGE TO ALL AREAS IMPACTED BY THE WORK. CONTRACTOR SHALL

LOCATE (E) IRRIGATION HEADS AND LINES, PREPARE DRAWINGS OF PROPOSED IRRIGATION

MODIFICATIONS, AND OBTAIN APPROVAL FROM THE CITY AND GOLF COURSE PRIOR TO

CONSTRUCTION.

12. ESA & SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY'S BIOLOGIST IN THE FIELD, PER DETAIL . ADDITIONAL SILT FENCE AND BMP'S ARE REQUIRED AS

SHOWN IN THE PROJECT SWPPP.

13. CONTRACTOR SHALL REFER TO ALIGNMENT TABLE ON SHEET C4, FOR BEEB'S CART PATH

ALIGNMENT.

14. CONTRACTOR SHALL CLEAN AND CCTV INSPECT THE EXISTING 12" STORM DRAIN OUTFALL PIPE.

CONTRACTOR SHALL EXPECT THE PIPE TO BE NEARLY FULL OF SEDIMENT AND DEBRIS. CLEANING MAY REQUIRE A SIGNIFICANT EFFORT AND ADVANCED CLEANING TOOLS/EQUIPMENT. THE STORM DRAIN OUTFALL IS BURIED WITHIN THE CHANNEL AND IS NOT ACCESSIBLE. CONTRACTOR SHALL NOT

ALLOW CLEANING WATER OR DEBRIS TO ENTER THE CHANNEL.

A M

A T

C H

- S

E E

S H

E E

T A

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

SITE PLAN

U E

G G

G U

E U

U E

C 12E

(E) TOP OF BANK

BEEB'S SPORTS

BAR & GRILL

(E) SANITARY SEWER

L14

S D

SDSD

S D

SDSDSDSDSD

U E

W W

G G

W W W W W W W W

W W W

W W

W W W W W W W W W W

W W W W W W W W W W W W W W W

WWWW

IRR IRR

IRR

C O

M C

O M

COMCOMCOMCOMCOMCOMCOMCOMCOMCOM

COM COM COM COM COM COM COM COM COM COM COM COM

COM

COM COM COM COM COM COM COM COM COM COM COM

COM

C O

M C

O M

C O

M C

O M

COM

U E

UE UE UE UE UE UE UE UE UE UE UE

U E

R W

RW RW

W W

R W

IRR

U E

S S

S D

W W

IRR

(N) 6" CONCRETE CURB

NOTE 18

INSTALL (N) RAILING ON TOP

OF (E) RETAINING WALL

SEE DETAIL

(E) PARKING LOT

NOTE 10

(N) 6" CONCRETE CURB

FROM STA 501+63 TO STA 502+74

NOTE 18

(N) ESA & SILT FENCE,

SEE NOTE 17

(E) ORDINARY HIGH

WATER MARK

(E) TOP OF BANK

ARROYO LAS POSITAS

REMOVE (E) CART PATH &

PARKING STALLS. RESTORE

AREA W/ HYDROSEEDING AND

EROSION CONTROL BLANKET

SLOPE TO DRAIN TO CHANNEL

CLEAN & INSPECT PIPE AND

INSTALL (N) 12" INTERNAL CHECK VALVE

NOTE 12 & 13

(E) GAS MAIN

C14 I

DRAIN AND FLAPGATE

THROUGH FLOODWALL

SEE NOTE 8

GREEN FOR

HOLE #18

ARROYO LA

S P

OSIT

(E) IRRIGATION WATER MAIN

0 379

REMOVE AND REPLACE (E) CURB AND GUTTER,

AC PARKING LOT, AND PAVEMENT MARKINGS

AS NECESSARY FOR CONSTRUCTION

NOTE 10

(E) 18" RECLAIMED WATER MAIN

(N) FLOODWALL TYPE 1,

SEE SHEET C13 & DETAIL A

(N) CART PATH

SEE PROFILE & DETAILA

C12

REMOVE (E) TREE, TYP.

SEE SHEET C23

(E) AT&T CONDUIT

(N) CONSTRUCTION

STOCKPILE AREA

(N) CONSTRUCTION

STOCKPILE AREA

(E) 8" AC CITY POTABLE

WATER MAIN

(E) 16" DI CITY

POTABLE WATER MAIN

L11

12'

(N) BERM

SEE NOTE 15

C 12D

NOTE 19

NOTE 14

L10

L13

L12

LOD

LOD LOD LOD LOD

LOD

LOD LOD

LOD

LOD LOD

LOD

LODLOD

LOD

502+81

502+50

REMOVE (E) LIGHT POLE

NOTE 9

REMOVE (E) SDDI &

REPLACE W/ (N) SDMH

NOTE 11

(E) ELECTRICAL

TRANSFORMER

(E) 8" GOLF COURSE

IRRIGATION MAIN

(N) FLOOD GATE,

SEE DETAIL AND SPECIFICATION SECTION 107119A

(E) UNDERGROUND ELECTRIC

REMOVE (E) CURB & GUTTER

WITHIN LIMITS OF WORK

NOTE 10

EXTEND CURB TO

(N) FLOODWALL

(E) PG&E TRANSFORMER

LIMITS OF DISTURBANCE

REMOVE (E)

STOCKPILED SOIL

365'

370'

375'

380'

385'

390'

395'

400'

405'

365'

370'

375'

380'

385'

390'

395'

400'

405'

5000+00 5000+25 5000+50 5000+75 5001+00 5001+25 5001+50 5001+75 5002+00

S D

M H

: 3

V : 3

REMOVE (E) SDDI

RIM: 376.80

S D

D I -

: 3

(1 2"

: 3

(1 2"

O U

(E) 12" SD

CLEAN & INSPECT (E) 12" SD

NOTE 12

(N) GRADE

(E) GRADE

INSTALL (N) 12" INTERNAL CHECK VALVE

NOTE 13

SCALE: 1 INCH = 20 FEET

20 0 20 40

SCALE: 1" = 20'

PLAN

A M

A T

C H

S E

E S

H E

E T

A C

ATCH LINE - SEE SHEET

NOTES:

1. THE EXTENT, ELEVATIONS, AND QUANTITIES OF GRADING IS APPROXIMATE

AND SHALL BE CONFIRMED AND ADJUSTED AS DIRECTED BY THE CITY'S

REPRESENTATIVES IN THE FIELD DURING CONSTRUCTION.

2. THE LOCATIONS AND LIMITS OF TREE REMOVAL AND TRIMMING IS

APPROXIMATE AND SHALL BE CONFIRMED AND ADJUSTED AS DIRECTED BY

THE CITY'S REPRESENTATIVES IN THE FIELD DURING CONSTRUCTION.

3. CONTRACTOR SHALL REMOVE AND DISPOSE OF TRASH, SOIL, SILT, MUD,

EXCESSIVE ORGANIC MATERIAL AND DEBRIS.

4. SITE RESTORATION NORTH OF PATHWAY AND FLOODWALL:

BIODEGRADABLE EROSION CONTROL BLANKET AND BROADCAST SEEDING

SHALL BE INSTALLED ON DISTURBED SLOPES STEEPER THAN 5H:1V, AND

HYDROSEEDING SHALL BE PLACED ON ALL OTHER DISTURBED AREAS AT

THE COMPLETION OF CONSTRUCTION. AVOID PLACEMENT IN LOW FLOW

CHANNEL.

5. SOIL AND SEDIMENT REMOVAL SHALL NOT OCCUR WITHIN THE LIMITS OF

THE EXISTING TREE ROOT SYSTEMS FOR TREES TO REMAIN.

6. EQUIPMENT SHALL NOT ENTER THE CHANNEL BELOW THE OHWM AS

DIRECTED BY THE CITY'S BIOLOGIST.

7. REMOVE TREES AS INDICATED ON THE PLANS AND AS SHOWN ON SHEETS

C23, SEE TECHNICAL SPECIFICATIONS FOR TREE REMOVAL

REQUIREMENTS.

8. INSTALL (N) DRAIN THROUGH FLOODWALL AND ATTACH (N) FLAPGATE TO

FLOODWALL PER DETAIL . LOCATE AT THE LOW POINT ON SOUTH SIDE

OF WALL.

9. CONTRACTOR SHALL REMOVE (E) LIGHT POLE AND DISPOSE OF POLE AND

FOUNDATION. CONTRACTOR SHALL RECONNECT (E) LIGHT CIRCUIT AND

INSTALL (N) PULL BOX AS NECESSARY TO MAINTAIN (E) EXTERIOR LIGHTING

TO REMAIN. WORK SHALL BE COORDINATED W/ GOLF COURSE AND THE

CITY.

10. REMOVE AND REPLACE (E) AC PARKING LOT AND CONCRETE CURB PER

DETAIL & , AS NECESSARY FOR CONSTRUCTION.

11. CONTRACTOR SHALL REMOVE (E) SDDI AND REPLACE W/ (N) SDMH. THE

NEW STORM DRAIN MANHOLE SHALL BE INSTALLED PER DETAIL . SEE

PROFILE BELOW.

12. CONTRACTOR SHALL CLEAN AND CCTV INSPECT THE EXISTING 12" STORM

DRAIN OUTFALL PIPE. CONTRACTOR SHALL EXPECT THE PIPE TO BE

NEARLY FULL OF SEDIMENT AND DEBRIS. CLEANING MAY REQUIRE A

SIGNIFICANT EFFORT AND ADVANCED CLEANING TOOLS/EQUIPMENT. THE

STORM DRAIN OUTFALL IS BURIED WITHIN THE CHANNEL AND IS NOT

ACCESSIBLE. CONTRACTOR SHALL NOT ALLOW CLEANING WATER OR

DEBRIS TO ENTER THE CHANNEL.

13. CONTRACTOR SHALL INSTALL (N) 12" INTERNAL CHECK VALVE ON (E) 12"

STORM DRAIN. CHECK VALVE SHALL BE RED VALVE CHECKMATE

ULTRAFLEX OR APPROVED EQUAL.

14. CONTRACTOR SHALL REFER TO ALIGNMENT TABLE ON SHEET C4, FOR

GOLF COURSE FLOODWALL ALIGNMENT.

15. CONTRACTOR SHALL CONSTRUCT BERM CONNECTING HIGH POINT ALONG

(N) CART PATH AT ELEVATION 382.5' TO THE HIGH POINT WITHIN THE GOLF

COURSE AT ELEVATION 382.5'. CONTRACTOR SHALL MARK OUT LOCATION

AND DISCUSS GRADING WITH CITY AND ENGINEER PRIOR TO

CONSTRUCTING. AREA UNDER RAISED PATHWAY AND BERM SHALL BE

OVEREXCAVATED 2' BELOW EXISTING GRADE, SCARIFY AND COMPACT

SUBGRADE PRIOR TO PLACING FILL MATERIAL.

A L I F O R N I AC

NJAMIN L.

No. 68813

CI LIV

STATE OF

AINROFILAC

PROF

LANOISSE

SHICK

(707) 528-4848

SANTA ROSA, CA 95405

2200 RANGE AVENUE, STE 201

CONSULTING CIVIL ENGINEERS

Schaaf WheelerInch

1.0

APPROVED BY DATE

05/16/25

DRAWN BY JFO

CHECKED BY BLS NO. DATE BY REVISIONS

CITY OF GOLF COURSE DAMAGE REPAIRS

PROJECT NO. SD202132

Sheet

Scale: AS SHOWN

COMMUNITY DEVELOPMENT DEPARTMENT-ENGINEERING DIVISION

City Project No. SD202132

HOR. SCALE: 1" = 20'

PROFILE

VER. SCALE: 1" = 10'

NOTES CONTINUED:

16. CONTRACTOR SHALL ADJUST, MODIFY, AND REPLACE (E) IRRIGATION SYSTEM AS NECESSARY TO PROVIDE COMPLETE COVERAGE TO ALL AREAS IMPACTED.

CONTRACTOR SHALL LOCATE (E) IRRIGATION HEADS AND LINES, PREPARE DRAWINGS OF PROPOSED IRRIGATION MODIFICATIONS, AND OBTAIN APPROVAL

FROM THE CITY AND GOLF COURSE PRIOR TO CONSTRUCTION.

17. ESA & SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY'S BIOLOGIST IN THE FIELD, PER DETAIL . ADDITIONAL

SILT FENCE AND BMP'S ARE REQUIRED AS SHOWN IN THE PROJECT SWPPP.

18. INSTALL (N) 6" CONCRETE CURB PER DETAIL .

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File details come from the government source that posted it. Updated Jun 18, 2025.