B25-0392_City_of_Santa_Cruz_Delaveaga_Golf_Course_Roof_Repair_Plans.pdf

A101

SIM

A101

SIM

A-101

1A

1A

1 CMNT #

DATUM -

CONTROL POINT

DIMENSION

LINE AND TICK

01.23.A

DETAIL VIEW

A101

TYP.

1A

1A

DRAFTING ITEMS

VIEW REFERENCES

PROJECT

NORTH

_____99

A1-100

Name Elevation

BREAK LINE

KEYNOTE

PROJECT LEVEL

MARKER

COLUMN GRID

MARKER

A101

SIM

VIEW REFERENCE

SHEET REFERENCE

SECTION

VIEW

ENLARGED

VIEW

INTERIOR

ELEVATION

EXTERIOR

ELEVATION

VIEW REFERENCE

SHEET REFERENCE

REVISION CLOUD

REVISION TAG

PROJECT

NORTH

ARROW

MATCHLINE - SEE: 1 / A101

SYMBOLS

DELAVEAGA GOLF COURSE

36.996608, -122.000249

PROJECT LOCATION

VICINITY MAP

ABBREVIATIONS

AT

CENTER LINE

PENNY

POUND

PERPENDICULAR

ANGLE

ANCHOR BOLT

ASPHALTIC CONCRETE

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ANODIZED

APPROXIMATE

ARCHITECT OR

ARCHITECTURAL

BOARD

BUILDING

BLOCK(ING)

BOTTOM OF BEAM

BEAM

CATCH BASIN

CAST IRON

CONSTRUCTION JOINT

CEILING

CLEAR

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONTINUOUS

COUNTERSINK

COLD WATER

CHANNEL

DOUBLE

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DOWN

DOWNSPOUT

DRAWING

EAST

EXISTING

EXPANSION BOLT

EXPANSION JOINT

ELEVATION

ELECTRIC(AL)

EDGE OF PAVING

EQUAL

EQUIPMENT

FLOOR DRAIN

FIRE EXTINGUISHER (&

CABINET)

FINISHED FLOOR

FINISHED GRADE

FLAT HEAD OR FIRE

HYDRANT

FINISH

FLOW LINE

FLASHING

FLOOR

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FIBERGLASS REINFORCED

PANEL

FOOT OR FEET

FOOTING

GAUGE

GALVANIZED

GRAB BAR, GRADE BREAK

GLASS

GLUE LAMINATED BEAM

GYPSUM

GYPSUM WALL BOARD

HOSE BIBB

HEADER

HEIGHT

HORIZONTAL

HEATER

HEATING/VENTILATING/AIR

CONDITIONING

INSIDE DIAMETER

INSULATION OR INSULATED

INVERT

LAVATORY

MATERIAL

MAXIMUM

MACHINE BOLT

MECHANICAL

MANUFACTURE OR

MANUFACTURER

MAN HOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING

NORTH

NEW

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPENING

d 0#

AB

AC

ACT

AFF

ALT

ALUM

ANOD

APPROX

ARCH

BD

BLDG

BLK(G)

BOB

BM

CB

CI

CJ

CLG

CLR

CMU

CO

COL

CONC

CONT

CSK

CW

DBL

DEPT

DET

DF

DIA

DIAG

DN

DS

DWG

E (E)

EB

EJ

ELEV

ELEC

EP

EQ

EQUIP

FD

FE(C)

FF

FG

FH

FIN

FL

FLG

FLR

FOC

FOF

FOM

FOS

FRP

FT

FTG

GA

GALV

GB

GL

GLB

GYP

GWB

HB

HDR

HGT

HORIZ

HTR

HVAC

ID

INSUL

INV

LAV

MATL

MAX

MB

MECH

MFR

MH

MIN

MISC

MO

N (N)

NIC

NO OR #

NTS

OC

OD

OPNG

CL

PLATE OR PROPERTY LINE

PLASTIC LAMINATE

PLASTER (NUMBER - SEE SPECS)

PLYWOOD

PAINT (NUMBER - SEE SPECS)

PRESSURE TREATED DOUGLAS

FUR

QUARRY TILE

ROOF DRAIN

REFRIGERATOR

REINFORCE OR REINFORCING

ROUND HEAD

ROOM

ROUGH OPENING

REDWOOD

SOUTH

SCHEDULE

STORM DRAIN

SHOWER

SHEET

SHEATHING

SIMILAR

THE ARCH SHEET METAL MANUAL

SPECIFICATION

SQUARE

STAINLESS STEEL

STANDARD

STEEL

SUSPENDED

SYMMETRICAL

TOP OF BEAM

TOP OF CURB OR TOP OF

CONCRETE

TOP OF CATCH BASIN

TELEPHONE

TEMPERATURE OR TEMPERED

TONGUE & GROOVE

TOP OF PAVING

STRUCTURAL TUBING

TELEVISION

TOP OF WALL

TYPICAL (ITEMS TYPICAL UNLESS

SHOWN OR NOTED OTHERWISE)

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

VERTICAL

VERTICAL GRAIN DOUGLAS FIR

VENT THRU ROOF

WEST

WATER CLOSET

WHEELCHAIR ACCESSIBLE

WOOD

WIDE FLANGE

WATER HEATER

WATERPROOF

WOOD SCREW

WAINSCOT

WELDED WIRE FABRIC

WITH

WITHOUT

PL

PLAM

PLAS

PLYWD

PNT

PTDF

QT

RD

REF

REINF

RH

RM

RO

RWD

S

SCH

SD

SHR

SHT

SHTHG

SIM

SMACNA

SPEC

SQ

SSTL

STD

STL

SUSP

SYM

TOB

TOC

TCB

TEL

TEMP

T&G

TP

TS

TV

TOW

TYP

UON

VCT

VERT

VGDF

VTR

W

WC

W.C.

WD

WF

WH

WP

WS

WSCT

WWF

W/ W/O

DEFERRED SUBMITTALS

NONE

PROJECT DESCRIPTION

THE PROPOSED PROJECT CONSISTS OF IMPROVEMENTS TO THE EXISTING

DRIVING RANGE BUILDING AT DELAVEAGA GOLF COURSE. THE SCOPE INCLUDES

ROOF REPAIRS, INCLUDING STRUCTURAL FRAMING (GLU-LAM BEAMS).

ADDITIONAL SITE IMPROVEMENTS INCLUDE A VAN-ACCESSIBLE PARKING SPACE

AND AN ACCESSIBLE PEDESTRIAN ROUTE TO THE EXISTING STAIR AND RAMPS, IN

COMPLIANCE WITH THE CURRENT CALIFORNIA BUILDING CODE.

7. ALL REQUIRED EXITS SHALL BE OPERABLE FROM THE INSIDE AT ANY TIME BY

TURNING OF THE LEVER OR DEPRESSING BAR OF PANIC EXIT DEVICE,

WITHOUT THE USE OF A KEY OR ANY SPECIAL EFFORT OR KNOWLEDGE.

8. ILLUMINATED EXIT SIGNS SHALL BE INSTALLED WHERE INDICATED AND OTHER

REQUIRED EXIT DOORWAYS IN ACCORDANCE WITH CALIFORNIA BUILDING CODE

WHERE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN

TWO OR MORE EXITS ARE REQUIRED AND AT ROOMS SERVING AN OCCUPANT

LOAD OF MORE THAN 49.

9. DOOR OPENING SIZES INDICATED ON DOOR SCHEDULE ARE OPENING

DIMENSIONS. ALLOWANCES FOR THRESHOLDS, FLOOR FINISHES, ETC. SHALL

BE TAKEN OFF DOOR.

10. THE PRECISE DIMENSIONS AND LOCATIONS OF ALL DOORS, LOUVERS AND

WINDOW OPENINGS SHALL BE DETERMINED BY ARCHITECTURAL PLANS AND

DETAILS. OTHER WALL AND FLOOR OPENINGS AS REQUIRED BY MECHANICAL OR

ELECTRICAL SHALL BE VERIFIED FROM SHOP DRAWINGS, EQUIPMENT DATA,

ETC. AS REQUIRED, AND IF NOT CLEAR AN RFI SHALL BE ISSUED TO THE

ARCHITECT FOR CLARIFICATION.

11. DOOR OPENINGS NOT LOCATED BY DIMENSIONS SHALL BE LOCATED 6 INCHES

FROM FINISH WALL TO FINISH JAMB UNLESS OTHERWISE NOTED. IF DOOR

CLEARANCE REQUIREMENTS AT PULL SIDE AND PUSH SIDE OF STRIKE ARE NOT

ACHIEVABLE, THEN CONTRACTOR SHALL ISSUE A FIR FOR CLARIFICATION

PRIOR TO PROCEEDING.

12. THERE SHALL BE A LEVEL FLOOR OR LEVEL LANDING ON EACH SIDE OF THE

DOOR REGARDLESS OF THE OCCUPANT LOAD.

13. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR DIMENSIONS

LOCATING LIGHT FIXTURES, DIFFUSERS AND WALL MOUNTED FIXTURES.

REFER TO ELECTRICAL DRAWINGS FOR ALL LIGHTING FIXTURE TYPES,

WIRING, ETC.

14. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS.

WALL FIXTURES OR ITEMS THAT PROTRUDE BEYOND 4 INCHES OF WALL

SURFACE SHALL BE LOCATED WITH BOTTOM OF FIXTURE/ITEMS 80 INCHES

CLEAR OF FINISH FLOOR.

15. CEILING SUSPENSION SYSTEM SHALL PROVIDE FOR CEILING SYSTEM ONLY.

ADDITIONAL INDEPENDENT FRAMING FOR LIGHTING FIXTURES, EXIT SIGNS,

GRILLES AND AIR CONDITIONING DIFFUSERS SHALL BE REQUIRED.

16. PROVIDE ADEQUATE ANCHORAGE, BLOCKING, BACKING AND FRAMING FOR FIRE

SPRINKLERS, PIPING, LIGHTING FIXTURES, ELECTRICAL UNITS, HVAC

EQUIPMENT AND CEILING TRACKS AS REQUIRED FOR A COMPLETE

INSTALLATION.

17. GYPSUM BOARD ON METAL STUDS SHALL BE 5/8" THICK, TYPE 'X' UNLESS NOTED

OTHERWISE AND IN COMPLIANCE WITH PLAN DOCUMENTS "WALL TYPES"

REQUIREMENTS AND SPECIFICATIONS.

FIRE PROTECTION NOTES

1. THE BUILDING SHALL BE PROVIDED WITH AN AUTOMATIC FIRE EXTINGUISHING

SYSTEM THROUGHOUT, SYSTEM TYPES SHALL BE WET PIPE AND DRY PIPE FIRE

SPRINKLER SYSTEMS. SYSTEMS SHALL CONFORM TO THE CALIFORNIA BUILDING

CODE (CBC), CALIFORNIA FIRE CODE (CFC), NFPA, UL AND CALIFORNIA STATE

FIRE MARSHALL (CSFM).

2. ALL AUTOMATIC FIRE SPRINKLER SYSTEM WORK AND THE FIRE ALARM SYSTEM

WORK ARE TO BE ENGINEERED, FURNISHED AND INSTALLED BY A LICENSE FIRE

SPRINKLER CONTRACTOR.

3. FIRE SPRINKLER CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL SUBMIT

FIRE SPRINKLER AND FIRE ALARM DRAWINGS AND CALCULATIONS TO THE CSFM

FOR APPROVAL AND PERMIT PRIOR TO COMMENCING THE WORK.

4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN OCCUPANCIES AND

LOCATIONS AS INDICATED ON DRAWINGS, AS HEREIN INDICATED AND SET FORTH

IN THE CODE AND AS REQUIRED BY THE FIRE DEPARTMENT. THE MAXIMUM

TRAVEL DISTANCE TO THE FIRE EXTINGUISHER SHALL NOT EXCEED 75 FEET

ALONG AN UNOBSTRUCTED PATH OF TRAVEL, CFC TABLE 906.3(1). ALL PORTABLE

FIRE EXTINGUISHERS SHALL HAVE A SERVICE TAG AFFIXED TO THEM SHOWING

THAT THE EXTINGUISHER HAS BEEN SERVICED BY A CALIFORNIA STATE

LICENSED FIRE EXTINGUISHER CONCERN. ALL FIRE EXTINGUISHERS SHALL BE

ATTACHED TO A BRACKET OR WITHIN AN APPROVED CABINET, REFER TO

DRAWINGS AND SPECIFICATIONS. MAXIMUM DISTANCE FROM THE FLOOR SHALL

NOT EXCEED THE REQUIREMENTS OF CFC SECTION 906.9 AND ADA.

A. REFER TO DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION,

LOCATION, TYPES, ETC.

GENERAL NOTES - COMMERCIAL

BUILDING SECURITY STANDARDS

1. ALL WORK SHALL COMPLY WITH THE FOLLOWING BUILDING SECURITY STANDARDS:

A. GENERAL NOTES

a. SECURITY AND LOCKING DEVICES SHALL NOTE CREATE HAZARDS TO LIFE BY

OBSTRUCTING:

• EXITWAYS OR MEANS OF EGRESS

• EXIT DOORS EQUIPPED WITH PANIC HARDWARE.

2. ASSEMBLIES AND SECURITY HARDWARE INSTALLED SHALL BE LABELED AND

CERTIFIED AS MEETING UL (UNDERWRITERS LABORATORY) STANDARDS, OR OTHER

APPROVED PERFORMANCE TESTING CRITERIA AS APPROVED BY AGENCY HAVING

JURISDICTION.

3. REQUIRED AREA LIGHTING AND ADDRESS IDENTIFICATION SHALL BE INSTALLED

BEFORE FINAL INSPECTION IS CALLED FOR.

4. ILLUMINATION PER CODE REQUIREMENTS SHALL BE PROVIDED ADJACENT TO ALL

EXTERIOR DOORS DURING ALL HOURS OF DARKNESS TO PROVIDE MINIMUM

REQUIRED FOOT CANDLE LEVEL AT PAVING.

5. WINDOW PROVISIONS:

A. GLAZING IN EXTERIOR DOORS OR WITHIN A 23 INCH ARC OF EITHER VERTICAL

EDGE OF DOOR IN THE CLOSED POSITION SHALL BE TEMPERED SAFETY

GLAZING.

B. GLAZING AND GLAZED ASSEMBLIES FOR ACCESSIBLE OPENING SHALL BE

CERTIFIED AS MEETING TEST PROVISIONS OF UL (UNDERWRITERS

LABORATORY).

C. ALL GLAZING INSTALLED IN A HAZARDOUS LOCATION SHALL BE TEMPERED

SAFETY GLASS.

D. GLAZING AND INSTALLATION SHALL BE IN COMPLIANCE WITH THE CALIFORNIA

BUILDING CODE INCLUDING CHAPTER 24.

E. GLAZING SHALL BE TEMPERED SAFETY GLAZING WHERE INDICATED.

CONTRACTOR RESPONSIBILITIES

1. THE CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS, THE DRAWINGS AND

SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

FOUND PRIOR TO PROCEEDING WITH THE WORK IN UNCERTAINTY.

2. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN

UNCERTAINTY.

3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT PRIOR TO ANY

EXCAVATING.

4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AND/OR

LOCATIONS OF EXISTING UTILITIES ABOVE OR BELOW GRADE WITH THE RESPECTIVE

UTILITY COMPANIES.

5. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN STREET RIGHT-OF-WAYS

ACCORDING TO APPROVED STANDARD PLANS AND SPECIFICATIONS OF THE

AGENCY HAVING JURISDICTION.

6. THE CONTRACTOR PROVIDE TEMPORARY BRACES, SHORES, AND GUYS REQUIRED

TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURES AND COMPONENTS,

ADJACENT STRUCTURES, UTILITIES AND RIGHT-OF-WAYS MAY BE SUBJECT DURING

CONSTRUCTIONS.

7. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB

ELEVATIONS, DEPRESSED AREAS AND ALL OTHER ARCHITECTURAL , STRUCTURAL,

MECHANICAL, ELECTRICAL, AND/OR CIVIL REQUIREMENTS MUST BE COORDINATED

BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.

8. THE CONTRACTOR SHALL INSPECT AND APPROVE ALL EXISTING WORK AS

COMPLETE AND READY TO PROCEED WITH WORK UNDER THIS CONTRACT AND IN

COMPLIANCE WITH DRAWINGS, SPECIFICATIONS AND DIVISION 1 REQUIREMENTS

PRIOR TO COMMENCING.

TYPICAL NOTES

1. SIMILAR - MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTES.

VERIFY DIMENSIONS AND/OR ORIENTATIONS ON PLANS AND/OR ELEVATIONS.

2. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT IN

WRITING.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT

OF ANY CONFLICTS HEREIN, EITHER UNAPPARENT OR OBLIVIOUS, PRIOR TO START

OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH

WORK AS DIRECTED BY THE ARCHITECT AND AT NO ADDITIONAL COST AND NO TIME

EXTENSION OF THE PROJECT.

4. UNDERCUT ALL DOORS TO CLEAR TOP OF FLOOR FINISH AND/OR THRESHOLD .25

INCHES MAXIMUM. COORDINATE WITH AUTOMATIC DOOR BOTTOMS.

5. PREPARE DOORS FOR HARDWARE SPECIFIED. TEST AND ADJUST DOORS FOR

SMOOTH, QUIET OPERATION BEFORE FINAL OBSERVATIONS TO CONFIRM MAXIMUM

PRESSURE TO OPEN DOOR IS NOT EXCEEDED.

6. USE WATER RESISTANT / GLASS FIBER FACED GYPSUM WALLBOARD ON ALL WALL

FACES WHICH ARE EXPOSED TO WATER OR MOISTURE AS WELL AS THOSE USED

FOR JANITOR AND TOILET WALLS, COORDINATE AND COMPLY WITH

SPECIFICATIONS, SECTION 09250.

7. ALL EXTERIOR WALLS SHALL BE INSULATED AND IN COMPLIANCE WITH

SPECIFICATIONS AND PLAN DOCUMENTS AND SHALL NOT FALL BELOW MINIMUM

TITLE 24 REQUIREMENTS WHERE NOT INDICATED, COORDINATE WITH WALL

SCHEDULE.

8. PROVIDE ADEQUATE BLOCKING AND ANCHORAGE FOR CEILING AND WALL

MOUNTED EQUIPMENT - I.E. FIRE EXTINGUISHER CABINETS, HANDRAILS AND

GUARDRAILS, ETC.

9. ALL CEILING CONSTRUCTIONS SHALL COMPLY WITH CBC CHAPTER 25 (MAXIMUM 12"

JOIST SPACING AT CEILINGS) AND AS INDICATED IN DRAWINGS.

10. ALL CEILING CONSTRUCTION SHALL COMPLY WITH CBC CHAPTER 25 (MAXIMUM 12"

JOIST SPACING AT CEILINGS) AND AS INDICATED IN DRAWINGS.

MECHANICAL AND PLUMBING

1. MECHANICAL AND PLUMBING SHALL COMPLY WITH THE CURRENT ADOPTED EDITION

ON THE CALIFORNIA MECHANICAL AND PLUMBING CODES AT TIME OF PERMIT

ISSUANCE.

2. TOILET ROOMS SHALL BE QUIPPED WITH A VENTILATION SYSTEM, REFER TO

MECHANICAL DRAWINGS.

3. ACCESS PANELS SHALL BE PROVIDED WHERE REQUIRED FOR ACCESS TO ALL

DUCTWORK, FIRE DAMPERS, ETC.; REFER ALSO TO SPECIFICATIONS. COORDINATE

LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.

4. LOCATION OF ALL MECHANICAL ROOF OPENINGS SHALL BE DETERMINED AND

VERIFIED BY THE MECHANICAL AND GENERAL CONTRACTOR.

5. ELECTROLYSIS PROTECTION SHALL BE PROVIDED BETWEEN ALL DISSIMILAR

METALS WHEREVER THE TWO ARE IN CONTACT.

COMPLIANCE WITH PLAN DOCUMENTS

1. DIMENSIONS:

A. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.

B. ALL DIMENSIONS TO OPENINGS ARE TO THE ROUGH OPENING UNLESS NOTED

OTHERWISE.

C. ALL DIMENSIONS TO STUD PARTITIONS ARE TO THE FACE OF FRAMING UNLESS

NOTED OTHERWISE.

D. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR TO FINISH FACE OF

CEILING.

E. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH

THE WORK.

F. ACCESSIBILITY DIMENSIONS SHALL BE MEASURED TO FACE OF WALL FINISH.

CLEAR OPENING AND AS INDICATED ON ENLARGED PLAN, MOUNTING HEIGHTS

SHEET, TOILET ROOM ELEVATIONS AND STANDARD DETAIL DRAWING SHEETS.

G. DIMENSIONING PROTOCOLS / HIERARCHY:

a. "ENLARGED PLAN" INCLUDES ALL DIMENSIONING ASSOCIATED WITH THE

GRAPHICS SHOWN.

b. OVERALL PLANS SHOW DIMENSIONS NOT INDICATED ON THE "PARTIAL

DIMENSIONING PLANS."

2. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE

IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OR

CONSTRUCTIONS ON THE PROJECT AND IF NOT CLEAR A REQUEST FOR

INFORMATION (RFI) SHALL BE ISSUED TO THE ARCHITECT FOR CLARIFICATION.

3. CONCRETE CONSTRUCTION SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE

INCLUDING BUT NOT LIMITED TO CHAPTERS 16, 17, 18 AND 19 AND

SPECIFICATIONS.

4. STEEL CONSTRUCTION SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE

INCLUDING BUT NOT LIMITED TO CHAPTERS 16, 17 AND 22 AND SPECIFICATIONS.

5. ALL INTERIOR FINISH MATERIALS SHALL HAVE A FLAME SPREAD CLASSIFICATION

RATING PER CALIFORNIA BUILDING CODE INCLUDING BUT NOT LIMITED TO

CHAPTER 8.

6. ROOF COVERING AND ROOFING MATERIALS SHALL BE FIRE RETARDANT AND SHALL

COMPLY WITH THE UNDERWRITERS LABORATORIES, INC. AND CLASSIFIED AS

CLASS B U.L. FIRE HAZARD, MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS OR

IN SPECIFICATIONS AND SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE

INCLUDING CHAPTER 15.

SHEET # SHEET NAME REV # DATE

1. OVERALL GENERAL INFORMATION

G-001 TITLE SHEET 1 03/10/2026

G-101 CODE SITE PLAN

GENERAL SHEETS TOTAL: 2

2. CIVIL ENGINEERING

C1 PLAN

C2 DETAILS

C3 CIVIL SPECIFICATIONS

CIVIL SHEETS TOTAL: 3

4. ARCHITECTURAL DRAWINGS

A-102 ENLARGED SITE PLAN

A-111 SITE DETAILS

A-221 ROOF PLANS 1 03/10/2026

A-711 ROOF DETAILS

ARCHITECTURAL SHEETS TOTAL: 4

5. STRUCTURAL ENGINEERING

S1 STRUCTURAL NOTES AND SPECIFICATIONS

S2 ROOF FRAMING PLAN STAIR REPAIR PLAN

S3 STRUCTURAL DETAILS

STRUCTURAL SHEETS TOTAL: 3

OVERALL SHEET TOTAL: 12

SHEET # SHEET NAME REV # DATE

SHEET INDEX

L

IC

E

NSED ARCH

TI E

C

T

ET

A T

S

O F CALIF

OR

N

IA

A L A

N

GLEN KROE

K E

R

SHEET ISSUE DATE:

JOB NUMBER:

SHEET TITLE

DRAWN BY:

THE ARCHITECT DOES NOT REPRESENT THAT THESE

PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY

SITE OTHER THAN THE ONE FOR WHICH THEY WERE

SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS

IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER

SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL

HAVE PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS

PROJECT OWNER & TITLE

SHEET NO.

D A

T E

P L O

T T

E D

F

IL

E

L O

C A

T

IO

N

REN. 10-31-25

C-22474

CONSULTANT STAMP

303 POTRERO STREET, SUITE 5

SANTA CRUZ, CA 95060

TEL (831) 440-7300

AGENCY APPROVAL:

5 4 3 2 1

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

ORIGINAL ISSUE DATE:

CONSULTANTS

/1

/2

:1 :4

A

M A u to d e s k D o c s /2

.0

C it y o f S

C D e la v e a g a

G o lf C o u rs e R o o f R e p a ir /2

.0

C it y o f S a n ta

C ru z D e la v e a g a

G o lf C o u rs e

R o o f R e p a ir A k n a ru p .r v t

G-001

TITLE SHEET

11/14/2025

25034.01KAN

C O

N S T R

U C

T

IO

N D

O C

U M

E N

T S

DELAVEAGA GOLF COURSE - ROOF

REPAIR

401 Upper Park Road

Santa Cruz, CA. 95060

CITY OF SANTA CRUZ

B25-0392BLDG#

September 9,2025

CITY OF SANTA CRUZ

DELAVEAGA GOLF COURSE - ROOF REPAIR

B25-0392

C I V I L / S T R U C T U R A L E N G I N E E R

MME

224 Walnut Ave, Suite B, Santa Cruz, cA. 95060

TEL (831) 426-3186

email@email.com

APPLICABLE CODES AND STANDARDS

PARTIAL LIST OF APPLICABLE CODES:

ALL PARTS OF THE TITLE 24 CODE SHOWN BELOW HAVE AN EFFECTIVE

DATE OF

EXCEPT:

• CALIFORNIA ADMINISTRATIVE CODE - EFFECTIVE

CALIFORNIA CODE OF REGULATIONS, TITLE 24

CALIFORNIA ADMINISTRATIVE CODE [CAC] (CCR, TITLE 24, PART 1)

CALIFORNIA BUILDING CODE [CBC] (CCR, TITLE 24, PART 2)

(INTERNATIONAL BUILDING CODE, VOL. 1 & 2, WITH AMENDMENTS)

CALIFORNIA ELECTRICAL CODE [CEC] (CCR, TITLE 24, PART 3)

(NATIONAL ELECTRICAL CODE WITH AMENDMENTS)

CALIFORNIA MECHANICAL CODE [CMC] (CCR, TITLE 24, PART 4)

(IAPMO UNIFORM MECHANICAL CODE WITH AMENDMENTS)

CALIFORNIA PLUMBING CODE [CPC] (CCR, TITLE 24, PART 5)

(IAPMO UNIFORM MECHANICAL CODE WITH AMENDMENTS)

CALIFORNIA ENERGY CODE [CEC] (CCR, TITLE 24, PART 6)

CALIFORNIA FIRE CODE [CFC] (CCR, TITLE 24, PART 9)

(INTERNATIONAL FIRE CODE WITH AMENDMENTS)

CALIFORNIA GREEN BUILDING STANDARDS CODE

[CALGREEN] (CCR, TITLE 24, PART 11)

CALIFORNIA REFERENCED STANDARDS CODE (CCR, TITLE 24, PART 12)

JAN. 1, 2023

MAR. 5, 2022

APPLICABLE NFPA STANDARDS, AS AMMENDED BY CHAPTER 35 OF THE CBC.

1. NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

2. NFPA 14 - STANDPIPE AND HOSE SYSTEMS

3. NFPA 24 - STANDARD FOR THE INSTALLATION OF PRIVATE SERVICE MAINS AND THEIR

APPURTENANCES (AS AMMENDED)

4. NFPA 25 - INSPECTION, TESTING, AND MAINTENANCE OF WATER-BASED FIRE PROTECTIONS

SYSTEMS

5. NFPA 30 - FLAMMABLE AND COMBUSTIBLE LIQUID CODE

6. NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE

7. NFPA 110 - EMERGENCY AND STANDBY POWER SYSTEMS

8. NFPA 10-21 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS

9. NFPA 12-15 - STANDARD ON CARBON DIOXIDE EXTINGUISHING SYSTEMS

10. NFPA 12A-18 - STANDARD ON HALON 1301 FIRE EXTINGUISHING SYSTEMS

11. NFPA 17-21 - STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS

12. NFPA 17A-21 - STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS

13. NFPA 20-19 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE

PROTECTION

14. NFPA 80-19 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

APPLICABLE UL / ICC STANDARDS

1. UL 300-2005(R2010) - STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR

PROTECTION OF COMMERCIAL COOKING EQUIPMENT

2. UL 464-03 - AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS,

INCLUDING ACCESSORIES

3. UL 521-99 - STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS

4. UL 1971-2002(R2010) - STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED

5. ICC 300-17 - STANDARD FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND

GRANDSTANDS

ADDITIONAL APPLICABLE STANDARDS

1. 2010 AMERICANS WITH DISABILITIES ACT - STANDARDS FOR ACCESSIBLE DESIGN

2. ASME A17.1/CSA B44-13 SAFETY CODE FOR ELEVATORS AND ESCALATORS PER 2022 CBC

PART 2 CH 35) - CAL/OSHA ELEVATOR UNIT ENFORCES CCR TITLE 8 AND USES THE 2004

ASME A17.1 BY ADOPTION

3. OFFICE OF THE STATE FIRE MARSHAL REGULATIONS - CALIFORNIA CODE OF REGULATIONS, TITLE 19

4. CALIFORNIA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION - CAL-OSHA

5. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION - OSHA

NO. DATE DESCRIPTION

1 03/10/2026 ADDENDUM 01

(N) CONCRETE PAVING

(N) ASPHALT CONCRETE PAVING

(E) BUILDING

ASSUMED PROPERTY LINE

PROJECT BUILDING

LIMITS OF WORK

PATH OF TRAVEL (P.O.T.)

AS INDICATED, IS A COMMON BARRIER FREE

ACCESS ROUTE

IS AT LEAST 48" WIDE.

NO ABRUPT VERTICAL CHANGES EXCEEDING 1/2"

BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT

LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL.

THE PATH SURFACE IS SLIP RESISTANT, STABLE,

FIRM, AND SMOOTH.

PASSING SPACES (11B-403.2) AT LEAST 60"x60" ARE

LOCATED NOT MORE THAN 200' APART.

PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS

HAVE 60" LEVEL AREAS (11B-403.7) NOT MORE

THAN 400' APART.

THE CROSS-SLOPE DOES NOT EXCEED 2% AND

SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN

5% UNLESS OTHERWISE INDICATED.

(POT) SHALL BE MAINTAINED FREE OF

OVERHANGING OBSTRUCTIONS TO 80" MINIMUM

(11B-307.4) AND PROTRUDING OBJECTS GREATER

THAN 4" PROJECTION FROM WALL AND ABOVE 27"

AND LESS THAN 80" (11B-307).

ARCHITECT SHALL VERIFY PATH OF TRAVEL

CONFORMS WITH THE ABOVE.

EXPANSION JOINT PER

CONTROL JOINT PER

A-111

A-221

A-111

LEGEND - SITE PLAN

A-221

C2

EXISTING GENDER NEUTRAL RESTROOMGN

EXISTING DRINKING FOUNTAINDF

CODE SITE GENERAL NOTES

1.

2.

3.

4.

5.

ALL NEW CONCRETE AND AC PAVING IN P.O.T. SHALL HAVE 2% MAX. SLOPE IN

ALL DIRECTIONS U.N.O. AND SHALL HAVE FLUSH TRANSITIONS TO ALL

ADJACENT NEW AND EXISTING WALK SURFACES IN P.O.T .

ALL LANDSCAPE EDGES ALONG ALL NEW OR EXISTING WALK SURFACES IN

P.O.T. SHALL BE PER CIVIL DRAWINGS.

FOR GRATINGS OR STRAINERS LOCATED IN THE SURFACE OF ANY

PEDESTRIAN WAY OR IN P.O.T., THE MAXIMUM GRATE OR STRAINER OPENINGS

SHALL NOT EXCEED 1/2" IN THE DIRECTION OF TRAFFIC FLOW.

THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY

PROVISIONS FOR THE PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS,

ADDITIONS, AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS

PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR

PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NON-COMPLIANT 1)

HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING

THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS

PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS

INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NON-

COMPLIANT ELEMENTS, COMPONENTS, OR PORTIONS OF THE P.O.T. THAT WILL

NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD

LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED

IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT

ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE

COMPLIANT ARE FOUND TO BE NON-CONFORMING BEYOND REASONABLE

CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE

WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION

CHANGE DOCUMENT.

THIS PROJECT DOES NOT PROPOSE THE REMOVAL OF A HERITAGE-SIZED

TREE OR GROUND DISTURBANCE WITHIN 10'-0" OF A HERITAGE-SIZED TREE.

EXISTING CLUBHOUSE

EXISTING DRIVING RANGE &

GOLF CART PARKING & MAINTENANCE

BUILDING

GN

01.41.A

(E) AC

PAVING

(E) AC

PAVING

(E) AC

PAVING

(E) LANDSCAPE

(E)

CONC.

(E) STAFF & VISITOR

PARKING

A-021

A-102

01.41.D

UPPER PARK ROAD

DF

10.19.A

A-111

03.00.A

KEYNOTES

01.41.A (E) ACCESSIBLE GENDER NEUTRAL RESTROOM. SEE CITY OF SANTA CRUZ

PERMIT # B16-0520 DETAILS 3&6/A2.1

01.41.D NEW SITE ARRIVAL POINT PER CBC 11B-206.2.1

03.00.A (E) CONCRETE PLATFORM AT BASE OF STAIRS TO REMAIN.

10.19.A UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING LICENSE PLATES OR PLACARDS ISSUED FOR

PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT THE OWNER ’S EXPENSE.

40'20'10'0

1" = 20'

PROJECT

NORTH

LI

CENSED ARCH TI ECT

ETATS

O F CALIFORNIA

AL

AN

GLEN KROEKER

SHEET ISSUE DATE:

JOB NUMBER:

SHEET TITLE

DRAWN BY:

THE ARCHITECT DOES NOT REPRESENT THAT THESE

PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY

SITE OTHER THAN THE ONE FOR WHICH THEY WERE

SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS

IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER

SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL

HAVE PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS

PROJECT OWNER & TITLE

SHEET NO.

D

AT

E

PL

O

TT

ED

FI

LE

L O

C

AT

IO

N

REN. 10-31-27

C-22474

CONSULTANT STAMP

303 POTRERO STREET, SUITE 5

SANTA CRUZ, CA 95060

TEL (831) 440-7300

AGENCY APPROVAL:

5 4 3 2 1

A

B

C

D

E

A

B

C

D

E

6 5 4 3 2 1

ORIGINAL ISSUE DATE:

CONSULTANTS

/1

4/

:2 3:

P

M Au to de sk D oc s:

//2

.0

C ity o f S C

D el av ea ga G ol f C ou rs e R oo f R ep ai r/2

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1_ C ity o f S an ta C ru z_

D el av ea ga G ol f C ou rs e_ R oo f R ep ai r_ A2

4_ kn ar up

.rv t

G-101

CODE SITE PLAN

11/14/25

25034.01KAN

CO

N

ST

RU

CT

IO

N D

O

CU

M

EN

TS

DELAVEAGA GOLF COURSE - ROOF

REPAIR

401 Upper Park Road Santa Cruz, CA. 95060

CITY OF SANTA CRUZ

B25-0392BLDG#

September 9,2025

C I V I L / S T R U C T U R A L E N G I N E E R

MME

224 Walnut Ave, Suite B, Santa Cruz, cA. 95060

TEL (831) 426-3186

email@email.com

QA/QC - 04 - CODE ANALYSIS - SITE PLAN

TASK REVIEWED CHECKED BY REVIEWED (PM) CHECKED BY

01 SCHEMATIC DESIGN

PROJECT LIMITS OF WORK / EXTENTS AND PROPERTY LINES ARE SHOWN CLEARLY AND ACCURATELY, WITH RELEVANT EASEMENTS AND SET BACKS

IDENTIFIED

No XX No XX

FIRE LANES AND EMERGENCY ACCESS ROUTES ARE CLEARLY IDENTIFIED AND GRAPHICALLY SHOWN. No JM No XX PATH OF TRAVEL (P.O.T.) IS CLEARLY DRAWN AND IDENTIFIED (SEE SITE PLAN LEGEND) No JM No XX PROJECT BUILDING IS SHOWN GRAPHICALLY, AND CORRECTLY IDENTIFIES: BLDG NUM., NAMES, BUILDING AREA IN SF, AND OCCUPANCY No JM No XX INDICATE ACCESSIBLE PATH OF TRAVEL TO ENTRY AND RESTROOMS FROM ADA PARKING No JM No XX VERIFY THE CORRECT NUMBER OF ACCESSIBLE STALLS REQUIRED ARE INCLUDED. No XX No XX THE SCALE OF LEGEND GRAPHIC MATCHES THE PLAN SCALE No JM No XX DRAWING VIEW TITLE, NORTH ARROW, AND GRAPHIC SCALE ARE SHOWN ON PLAN No JM No XX

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT PER SECTION 2 OF

DSA PR 15-01 IS LISTED AND UP TO DATE.

No XX No XX

FIRE FLOW REPORT FOR ALL FIRE HYDRANTS NEEDED FOR CODE COMPLIANCE IS COORDINATED W/ CONSULTANT TEAM(S) AND CSFM / LOCAL

FIRENS

No XX No XX

FIRE FLOW REPORT IS LESS THAN 1-YEAR OLD No XX No XX

02 DESIGN DEVELOPMENT

THE ACCESSIBLE PARKING TABULATION TABLE IS SHOWN AND UPDATED TO REFLECT PROJECT CONDITIONS / REQ. No XX No XX VERIFY THE CORRECT NUMBER OF ACCESSIBLE STALLS REQUIRED ARE INCLUDED. No XX No XX EXISTING FIRE FLOW REPORT IS DOCUMENTED, AND REQUIRED FIRE FLOW FOR PROJECT IS DOCUMENTED / LISTED No XX No XX REQUIRED NUMBER OF FIRE HYDRANTS HAS BEEN DOCUMENTED / UPDATED PER PROJECT REQ. No JM No XX FIRE FLOW REPORT FOR ALL FIRE HYDRANTS NEEDED FOR CODE COMPLIANCE IS COORDINATED W/ CONSULTANT TEAM(S) AND CSFM / LOCAL

FIRENS

No XX No XX

EACH REQUIRED FIRE HYDRANT(S) FOR THE PROJECT HAS MAX. COVERAGE DISTANCE RADIUS SHOWN (LINE IS A LIGHTWEIGHT DASHED LINE) No JM No XX PROJECT BUILDING IS SHOWN GRAPHICALLY, AND CORRECTLY IDENTIFIES: BLDG NUM., NAMES, BUILDING AREA IN SF, AND OCCUPANCY No JM No XX ALL GENERAL NOTES ARE APPROPRIATE FOR THE PROJECT No JM No XX SAFE DISPERSAL AREA CALCULATIONS ARE SHOWN AND ARE CORRECT. No XX No XX SAFE DISPERSAL AREA IS SHOWN WITH A DASHED BOX WITH LIGHT GREY BACKGROUND No XX No XX THE SAFE DISPERSAL AREA BOX IS DRAWN TO THE EXACT SQUARE FOOTAGE OF THE SAFE DISPERSAL CALCULATIONS No XX No XX THE SAFE DISPERSAL AREA IS A MINIMUM OF 50'-0" FROM ALL BUIDINGS No XX No XX THE DDCV / DDCA OR PIV IS SHOWN AND LABELED. No XX No XX ALL EASEMENTS, PROPERTY LINES, BOUNDARIES, AND RIGHT OF WAYS ARE SHOWN AND DIMENSIONED CLEARLY AND MATCH CIVIL PLANS No XX No XX ALL HYDRANTS ARE SHOWN AND LABELED No JM No XX PROVIDE A#'S FOR EXISTING SIGNAGE No XX No XX KEYNOTE LOCATION OF FIRE LANE SIGNAGE No XX No XX VERIFY ALL CORRECTIONS REQUIRED BY LOCAL FIRE AUTHORITY HAVE BEEN MADE, IF ANY. No XX No XX VERIFY LEGEND ITEMS HATCH/POCHE PATTERN AND SCALE MATCH THE HATCH/POCHE PATTERN AND SCALE OF THE FIRE SAFETY PLAN No JM No XX DRAWING VIEW TITLE, NORTH ARROW, AND GRAPHIC SCALE ARE SHOWN ON PLAN No JM No XX EXISTING CROSSWALKS, CURB RAMPS, AND ACCESSIBLE PARKING SPACES TO REMAIN HAVE THEIR ASSOCIATED A# ’S SHOWN. No XX No XX

03 CONSTRUCTION DOCUMENTS

LOCATION OF FIRE LANE SIGNAGE IS KEYNOTED No XX No XX A#'S IS PROVIDED FOR EXISTING SIGNAGE No XX No XX NEW/ EXISTING KNOX BOX ARE SHOWN, KEYNOTED AND COORDINATED WITH THE LOCAL FIRE AUTHORITY No XX No XX FIRE VEHICLE TURN-AROUND MEET THE CONDITIONS OUTLINED IN THE CALIFORNIA FIRE CODE. No XX No XX ALL CAMPUS FIRE HYDRANTS ARE SHOWN AND LABELED No XX No XX FIRE HYDRANT RADIUS DIMENSION IS CORRECTLY SHOWN (NO OVERRIDEN DIMENSIONS). No XX No XX ALL GENERAL NOTES ARE APPROPRIATE FOR THE PROJECT No XX No XX ALL EASEMENTS, PROPERTY LINES, BOUNDARIES, AND RIGHT OF WAYS ARE SHOWN AND DIMENSIONED CLEARLY AND MATCH CIVIL PLANS No XX No XX

NEW/ EXISTING KNOX BOX IS SHOWN, KEYNOTED AND COORDINATED WITH THE LOCAL FIRE

AUTHORITY

No XX No XX

THE FIRE VEHICLE TURN-AROUND MEETS THE CONDITIONS OUTLINED IN THE CALIFORNIA

FIRE CODE.

No XX No XX

KEYNOTE LOCATION OF FIRE LANE SIGNAGE No XX No XX

EACH REQUIRED FIRE HYDRANT(S) FOR THE PROJECT HAS MAX. COVERAGE DISTANCE RADIUS

SHOWN (LINE IS A LIGHTWEIGHT DASHED LINE)

No XX No XX

THE RADIUS DIMENSION IS CORRECTLY SHOWN (NO OVERRIDEN DIMENSIONS). No XX No XX SAFE DISPERSAL AREA CALCULATIONS ARE SHOWN AND ARE CORRECT. No XX No XX SAFE DISPERSAL AREA IS SHOWN WITH A DASHED BOX WITH LIGHT GREY BACKGROUND No XX No XX THE SAFE DISPERSAL AREA IS A MINIMUM OF 50'-0" FROM ALL BUIDINGS No XX No XX DRAWING VIEW TITLE, NORTH ARROW, AND GRAPHIC SCALE ARE SHOWN ON PLAN No XX No XX

1" = 20'-0" 1CODE OVERALL SITE PLAN

NO. DATE DESCRIPTION

PARKING LOT - MAIN ANALYSIS

Parking Lot Parking Stall Total

NUMBER OF ACC.

STALLS REQUIRED

NUMBER OF ACC.

STALLS PROVIDED

NUMBER OF VAN ACC.

STALLS REQUIRED

NUMBER OF VAN ACC.

STALLS PROVIDED

A 144 5 5 1 3 A: 144 Grand total: 144

BUILDING INFORMATION

DESCRIPTION

BUILDING

HEIGHT STORIES

BLDG. AREA

ACTUAL UNIT

AREA OCCUPANCY CONSTRUCTION TYPE SPRINKLER

CLUB HOUSE 29'-0" 2 9,164 SF A-2, M, B VB

DRIVING RANGE 24'-3" 2 9,959 SF S-2, B VB

100.00

CP

102.43

CP

101.26

CP

101.38101.25101.17 101.17101.07

100.66

100.66 100.65100.65 100.67

100.69 100.79 100.88 100.93

100.79100.71

100.62 100.54

100.60

100.32 100.27 100.30 100.37 100.45

100.45

100.31 100.0899.97

99.79

99.56

99.51

99.23

99.57

99.56

99.78

100.22100.15100.04100.00

99.94

99.90

99.95

99.98

100.02

100.06

100.06

100.12

100.11

99.22

99.50

99.88

100.26

100.49

100.72

101.27

101.25

100.72

100.69

100.96

100.46

100.34

99.82

100.18

100.44

100.49

100.66

100.77

100.77 100.85

100.87

100.80

100.72

100.65

100.44

100.22

100.16

100.06

100.34

100.62

100.78

100.95

100.82 100.68

100.70

101.02

100.90

100.87

100.77

100.72

100.82

100.70

100.88

100.92

101.22

101.38

101.25

101.10

100.96

100.91

100.87 100.98

101.03

100.90

100.71

100.44

100.35

100.29 100.30

100.34

100.40

100.50

100.59

100.70 100.83

101.14

101.30

100.86

101.07

101.38

101.47

101.53

101.52

101.40

101.43

101.29

101.39

101.53

101.87

101.91

101.90

101.82

101.61

101.37

101.26

101.28 101.55

101.54

101.41

101.56 101.64 101.80 101.85 102.35102.26102.06

102.00

101.87

102.28

102.42

102.41 102.08

102.02

102.08

101.82

101.61

101.55

101.55 101.63 101.77 101.84

101.40101.23101.18101.15

101.01100.92

100.64 100.65

100.71 100.65

100.97100.98100.94

100.56

100.58 100.62

100.61

100.94100.92

100.59 100.60

100.58 100.58

100.49

100.44

100.27 100.28

100.44

100.56

101.13101.02

101.80

102.38

102.28

102.08101.69

101.51 101.66

101.93 101.97

102.03

102.00

102.19

101.92

101.72

101.83101.60

101.51

101.40 101.42

101.41

101.47 102.08

101.98 102.08

101.57

101.41

101.35

101.35

101.39

101.46

101.48 101.48

101.48

101.50

101.48

101.44

101.36

101.27

101.13

101.05

101.09

100.98

100.74

100.76

100.81

100.97

101.15

101.28

101.37

101.47

101.48 101.48

101.43101.36101.21 100.88

100.86

101.09

101.52 101.34

101.37

101.32

101.38

101.30

101.32

101.41

101.54 101.54

101.54

101.46

101.41

101.24 101.09

101.06

100.89 101.11

101.27

101.14

101.26

101.41

101.48

101.38

101.26

101.09

100.90

100.77

100.72 100.70

100.68

100.82

100.92

101.06

100.83

100.80

100.75 100.69

100.65 100.61

100.59 100.59

100.63

100.63

100.66

100.75

100.85

101.03

101.12

101.22 101.31

101.31

101.22

101.12

101.00

100.84

100.66

101.95

101.45

101.35 101.52

102.85 102.84

102.85 102.85

102.78

102.65

102.35

102.13

101.99101.83

101.82

101.83

101.82

101.78

101.78 101.79

101.73

101.68102.11

102.11

102.09

102.11

102.08

108.63

105.02104.84

102.29

102.29 102.32

102.28

102.53

102.72

102.98

103.22

103.28

103.31

103.28

103.21

103.36 103.36

103.37

103.10

102.60

102.52 102.51

102.36 103.34

103.35 103.35

102.13

102.60

102.61

103.07

103.00

103.34

103.12

103.06

102.83

102.29

102.02

101.91

102.26

102.73

102.53

102.02

101.79101.72

101.81

102.30

102.07

101.84

101.55

101.87

101.64

101.36

101.33

101.52

101.51

101.46

101.25

100.76

N00° 00' 00.00"E

105.72

SD

SD

SD

SD

-1 .7

-1 .3

-1 .1

-1

.3

-5 .1

-0.6%

-0.9%

-1.0%

-0.9%

-0.9%

-1.3%

-0.5%

-0.3%

-4.6%

-1.3%

-0.5%

-0.5%

-1.

1%

-1.6%

-1 .0

-0.8%

-1.1%

-1.2%

-1 .3

-4.5%

-3.1%

-1.2%

-1 .2

-1 .2

-1 .5

-0 .3

-0.0%

-1 .6

-1 .8

102.04

101.51

101.63

101.08

101.10

101.37

101.28

TC 101.22

TC 101.28

TC 101.24

TC 101.16

TC 101.09

TC 101.15

100.74100.74

101.52

101.58

-1.0%

-1.4%

101.37

101.33

101.28

101.34

101.09

-0.5%

-7.8%

-5 .9

-2.2%

-0.1% -0.1%

-1 .3

%101.00

100.97

-1 .3

-1 .6

-1

.6

101.73

101.77

SD SD SD SD SD SD SD

101.14

101.16

TC 101.41

TC 101.19

101.50

-1.7%

TC 100.97

-3.5%

-4.9%

TC 101.20

100.33 99.90

100.35

-1 .4

-1.6%

-1.6%

-1 .4

-1 .3

-0.2%

101.05

BC 100.98

BC 100.99

BC 101.01

BC 101.01

BC 100.92

BC 100.80

BC 100.71

BC 100.96

BC 100.96

TC 101.98

TC 101.51

TC 101.86

BC 100.77

TC 102.24

TC 102.11

100.96

TC 102.08

TC 101.17

SCALE:

PLAN

1" = 5' 05' 2.5' 5' 10'

1" = 5'

SHEET NOTES

ADA VAN PARKING AND STRIPING PER DETAIL 3 / SHT C2

NEW CONCRETE WALK PER DET 1 / SHT C2, AND DETAILS 2-7 SHT

A-111

SAW CUT AND CONFORM TO EXISTING AC PER DETAIL 2 / SHT C2,

AND DETAIL 2 SHT A-111

RELOCATE EXISTING DUAL 3" CURB DRAIN, REPLACE WITH

CURB-O-LET DRAIN AT EACH END PER DETAIL TCD35-NS SHT C2,

MAINTAIN EXISTING FLOWLINES WITH NEW AC CONFORM

TERMINATE EXISTING AC DIKE AT WALKWAY

VEHICULAR CONCRETE PAD PER DETAIL 4 SHT C2

FLUSH WITH EXISTING CC

ADA PATH OF TRAVEL

CONCRETE EXPANSION JOINT PER DETAIL 1 SHT A-111

CONCRETE JOINT AT EX CONCRETE PER DETAIL 6 SHT A-111

CURB AT CONCRETE PAVEMENT PER DETAIL 7 SHT A-111

CONCRETE EDGE AT FINISHED GRADE PER DETAIL 3 SHT A-111

ADA PARKING SIGNAGE PER DETAIL 13 SHT A-111

TOOL JOINT PER DETAIL 5 SHT A-111, TYP

CURB AT AC PER DETAIL 5 SHT C2

REPLACE CURB TO MATCH EXISTING WITH NEW ELEVATIONS

SIMILAR TO DETAIL 5 SHT C2

PROVIDE INLET PROTECTION PER CONSTRUCTION BMP NOTES

EX RAISED PLATFORM AT BASE OF STAIR SEE ARCHITECT

DRAWINGS FOR DEMARCATION

REMOVE TREE

AC CONFORM 10'

AC CONFORM 9.4'

AC CONFORM 14'

AC

C

O N

FO

R

M 12.4'

SHEET ISSUE DATE:

JOB NUMBER:

SHEET TITLE

DRAWN BY:

THE ARCHITECT DOES NOT REPRESENT THAT THESE

PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY

SITE OTHER THAN THE ONE FOR WHICH THEY WERE

SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS

IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER

SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL

HAVE PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS

PROJECT OWNER & TITLE

SHEET NO.

D

AT

E

PL

O

TT

ED

FI

LE

L O

C

AT

IO

N

CONSULTANT STAMP

303 POTRERO STREET, SUITE 5

SANTA CRUZ, CA 95060

TEL (831) 440-7300

AGENCY APPROVAL:

5 4 3 2 1

A

B

C

D

E

A

B

C

D

6 5 4 3 2 1

ORIGINAL ISSUE DATE:

CONSULTANTS

4/ 2/

:0

2:

P M

C :\0

0_ re vi t l oc al m od el s\

R ev it

\2

.0 1_

C ity o f S an ta

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A2 4_ ke nN

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.rv t

04/02/25

25034.01

PR

O

GR

ES

S

SE

T

DELAVEAGA GOLF COURSE - ROOF

REPAIR

401 Upper Park Road Santa Cruz, CA. 95060

CITY OF SANTA CRUZ

XX-XXXXXXXXXBLDG#

MARCH 18, 2025

C I V I L / S T R U C T U R A L E N G I N E E R

E L E C T R I C A L E N G I N E E R

MME

224 Walnut Ave, Suite B, Santa Cruz, cA. 95060

TEL (831) 426-3186

email@email.com

AURUM CONSULTING ENGINEERS

1798 Technology Drive, Suite 242, San Jose, CA. 95110 TEL (408) 564-7925 ext. 201

NO. DATE DESCRIPTION

CIVIL+STRUCTURAL ENGINEERING

224 Walnut Ave, Suite B Santa Cruz, CA 95060

Phone (831) 426-3186

0 08/25/2025 PERMIT SUBMITTAL

C1

JP

SITE & GRADING PLAN

FROMTO

AC CONFORM ± 2'

50 LF

2 LF

AC CONFORM ± 2'

16 ±9 LF

Construction Best Management Practices (BMP's):

· Project construction and demolition activities shall comply with the City’s Storm Water Best Management Practices for Construction. See the City website at:

http://www.cityofsantacruz.com/home/showdocument?id=6031

· Erosion & sediment control BMP's, such as inlet protection, fiber rolls, or wattles, shall be inspected regularly during construction and after each significant rain event. Make needed repairs immediately.

· Check the sidewalk and street daily during demolition and construction for soil drag-out, and sweep if needed. Routinely maintain the construction entrance/exit to ensure it remains effective at preventing drag-out.

· Store open bags of particulate, granular or powder materials (such as plaster or concrete) indoors if possible. If stored outside, they must be kept covered or closed, and during the rainy season kept within secondary containment.

· Dumpster lids must be kept closed and secured when not in use.

· Soil & Material Stockpiles: soil shall be hauled off site at end of each day.

· Construction Entrance/Exit: Use existing paved driveway/parking lot. ensure any drag out near the site is swept clean at the end of each day.

· During the rainy season, ensure that sediment control measures are in place and effective at preventing sediment from leaving the site.

· Storm Drain Inlet/Catch Basin Protection: Please use filter fabric or inserts for any adjacent street catch basins and BMP's for any onsite inlets. (Sand bags, gravel bags and straw wattles around storm drain inlets exposed to street traffic are not recommended). If using filter fabric, may use Filtrex 8” Soxx with Mirafi 140N fabric (or similar) underneath the grate.

Ensure fabric extends a minimum of 6-inches beyond catch basin after placement of grate and secure properly.

Contractor shall remove filter fabric upon project completion.

· Concrete and Masonry Washout: Refer to Concrete and Masonry BMP 's sheet C2

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INV = 101.26

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SCALE: 1/4" = 1'-0"

3ACCESSIBLE PARKING

9' VARIES (NOTE 1)

4'-5"

3' -9

ACCESSIBLE PARKING

SIGN PER NOTE 2 AND

DET 13 SHT A-111

NOTES:

1. 5' FOR ACCESSIBLE

SPACE OR 8' FOR VAN

ACCESSIBLE SPACE PER

CBC §1129B.3, ¶2

2. SIGNAGE PER CBC

§1129B.4

3. GRADING TO BE NO

MORE THAN 2% IN ANY

DIRECTION PER CBC

§1129B.3, ¶4

4. LETTERING TO BE 12"

HIGH PER CBC §1129B.3, ¶1WHITE WHEELCHAIR ON

BLUE BACKGROUND

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LETTERS PAINTED IN

WHITE

3'

STRIPES IN BLUE OR

WHITE

ACCESS AISLE BORDER

PAINTED IN BLUE

STALL OUTLINE BORDER

PAINTED IN BLUE

2' -3

6"

BLUE WHEELSTOP

3'

ISI MARKING PER CALTRANS

STD PLAN A24C

SHEET ISSUE DATE:

JOB NUMBER:

SHEET TITLE

DRAWN BY:

THE ARCHITECT DOES NOT REPRESENT THAT THESE

PLANS OR THE SPECIFICATIONS ARE SUITABLE FOR ANY

SITE OTHER THAN THE ONE FOR WHICH THEY WERE

SPECIFICALLY PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS

IF THEY ARE USED IN WHOLE OR IN PART AT ANY OTHER

SITE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL

HAVE PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS

PROJECT OWNER & TITLE

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CONSULTANT STAMP

303 POTRERO STREET, SUITE 5

SANTA CRUZ, CA 95060

TEL (831) 440-7300

AGENCY APPROVAL:

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ORIGINAL ISSUE DATE:

CONSULTANTS

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DELAVEAGA GOLF COURSE - ROOF

REPAIR

401 Upper Park Road Santa Cruz, CA. 95060

CITY OF SANTA CRUZ

XX-XXXXXXXXXBLDG#

MARCH 18, 2025

C I V I L / S T R U C T U R A L E N G I N E E R

E L E C T R I C A L E N G I N E E R

MME

224 Walnut Ave, Suite B, Santa Cruz, cA. 95060

TEL (831) 426-3186

email@email.com

AURUM CONSULTING ENGINEERS

1798 Technology Drive, Suite 242, San Jose, CA. 95110 TEL (408) 564-7925 ext. 201

NO. DATE DESCRIPTION

CIVIL+STRUCTURAL ENGINEERING

224 Walnut Ave, Suite B Santa Cruz, CA 95060

Phone (831) 426-3186

0 08/25/2025 PERMIT SUBMITTAL

6" 8"

4"

SCALE:

PEDESTRIAN CONCRETE PVMT

1 1/2" = 1'-0"

EX NATIVE MATERIAL

CLASS II AGGREGATE BASE (AB)

COMPACT TO 95% RC

SCARIFY & RECOMPACT

SUBGRADE TO 95% RC

#4 AT 18" OC

EACH WAY

CONCRETE

3" 6"

SCALE:

VEHICULAR AC PAVEMENT

1 1/2" = 1'-0"

ASPHALT CONCRETE (AC)

CLASS II AGGREGATE BASE (AB)

COMPACT TO 95% RC IN TWO LIFTS

EXISTING BASE MATERIAL

SCARIFY 8" AND RECOMPACT

TO 95% RC

C2

JP

CIVIL DETAILS

SCALE: 1 1/2" = 1'

4VEHICULAR CONCRETE PVMT

6" 6"

#5 AT 16" OC, EW

AT MIDDEPTH, TYP

CONCRETE

SCARIFY AND RECOMPACT EXISTING

BASE TO 95% RC

CLASS II AGGREGATE BASE ROCK

COMPACT TO 95% RC

8"

SCALE:

REINFORCED CONCRETE CURB

1 1/2" = 1'-0"

CLASS II AGGREGATE BASE (AB)

COMPACT TO 95% RC

#4 AT 18" OC

EACH WAY

CONCRETE WALKWAY

PER DETAIL

#5 AT 2" MIN CLR

BATTER AND HEIGHT TO MATCH

EXISTING CURBS WHERE APPROPRIATE

±6

6- 8"

EXISTING AC OR LANDSCAPE MEDIA

6" 1"

6"

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ASPHALT CONCRETE PAVEMENT

1. Aggregate Base, Class 2, shall be in accordance with Sections 26-1.02B, 26-1.03, 26-1.04 and 26-1.05 of the Caltrans Standard Specifications.

2. Hot Mix Asphalt (HMA) shall be "Type A", binder grade shall be "PG 64-10" and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions.

3. HMA shall be produced from commercial quality asphalt and aggregates. The spreading and compacting requirements of the Standard Specifications shall apply. HMA shall be produced at a central mixing plant.

4. Aggregate shall conform to the grading specified in Section 39-2.02 of the Caltrans Standard Specifications.

5. Aggregate gradation for Type A HMA placed in a single lift shall comply with requirements shown in the following table:

HMA THICKNESS Maximum Aggregate 0.10' (1.2") 3/8" >0.10' to <0.20' (>1.2" to <2.4") 1/2" 0.20' to <0.25' (2.4" to <3.0") 3/4" >0.25' (>3.0") 3/4" or 1"

6. Where pavement is 0.30' (3.6”) or greater, you may use multiple lifts not less than 0.15' (1.8”) each. The thickness of any HMA layer must not exceed 0.33 feet (4 inches) for lower courses and

0.25 feet (3 inches) for surface courses. The Engineer may allow thicker lifts if the contractor demonstrates the ability to achieve specified density throughout the lift. A tack coat shall be applied before placing subsequent lifts. Aggregate gradation for Type A HMA placed in a multiple lifts shall comply with requirements shown in the following table:

HMA LIFT THICKNESS Maximum Aggregate 0.15' to <0.20' (1.8" to <2.4") 1/2" 0.20' to <0.25' (2.4" to <3.0") 3/4"

>0.25' (>3.0") 3/4" OR 1"

7. The amount of asphalt binder to be mixed with the aggregate shall be between 4 percent and 7 percent, by weight, of the dry aggregate.

8. Spreading and compacting shall be performed by methods that will produce an HMA surfacing of uniform smoothness, texture and density.

9. A prime coat of liquid asphalt, SC-70, and a tack coat and fog seal coat of asphaltic emulsion shall be applied in accordance with the appropriate section of the Caltrans Standard Specifications.

10. Existing pavement shall be coated with asphaltic emulsion at all locations where new pavement joins existing pavement. Existing AC or PCC pavement to be removed shall be saw cut and removed to clean straight lines.

11. An approved soil sterilizer shall be used on all natural-ground subgrades when placing AC pavement directly on subgrade.

12. Paving contractor shall reset manhole rings 1/8" below grade after placement of AC pavement.

13. All areas which are to receive AC overlay shall be edge-ground for a smooth conform prior to the placement of the overlay. Existing cracks over 1/8" wide shall be sealed with an approved rubberized asphaltic material crack sealant.

14. All temporary patches shall be of the "hot mix" variety. "Cold mix" shall not be allowed under any circumstances.

15. Pavement Reinforcement Mat shall be "Tencate Mirafi TruPave" or approved equal. Pavement reinforcement mat shall be placed in accordance with:

- Caltrans Standard Specifications Section 39-4.03

- "Installation Guidelines for Truepave Engineered Paving Mat Under Hot Mix Asphalt Concrete (HMAC)", Owens Corning, 2005

- "General Conditions and Special Provisions, Non-woven Fibergalss/polyester Interlayer Paving Mat", Owens Corning, 2005

SECTION 024119 - SELECTIVE SITE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Demolition or disconnecting and capping designated utilities.

2. Protecting items designated to remain.

3. Removal of demolished materials.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to

Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.4 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.5 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at San Lorenzo Valley Elementary School.

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.

3. Review areas where existing construction is to remain and requires protection.

1.6 INFORMATIONAL SUBMITTALS

A. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity.

Ensure Owner's manager's and tenants on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

1.7 CLOSEOUT SUBMITTALS

A. Project Record Documents: Record actual locations of capped utilities.

1.8 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

B. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

C. Storage or sale of removed items or materials on-site is not permitted.

D. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

PART 2 - EXECUTION

2.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Review record documents of existing construction provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in record documents.

C. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

2.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Comply with requirements for existing services/systems interruptions specified in Division 01 Section

"Summary."

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Existing utilities shall be abandoned in accordance with the geotechnical investigation.

3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of site.

2.3 PREPARATION

A. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

2.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated.

2.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, then remove concrete between saw cuts.

2.6 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Comply with requirements specified in Division 01 Section "Construction Waste Management and Disposal."

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

2.7 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations.

Return adjacent areas to condition existing before selective demolition operations began.

2.8 SELECTIVE DEMOLITION SCHEDULE.

A. Reuse items designated as such on the plans, coordinate with San Lorenzo Valley School District.

END OF SECTION 024119

SECTION 321313 - CONCRETE PAVING

PART 1 GENERAL

1.1 SUMMARY

A. Related Documents:

1. Drawings and general provisions of the Contract, including General and Supplementary Conditions and

Division 01 Specification Sections, apply to this Section.

B. Section Includes:

1. Concrete flatwork, walkways and accessible ramps.

1.2 SUBMITTALS

A. Product Data: Submit data on mix design including water cement ration and mix history verifying compressive strength, joint filler (including color), admixtures and curing compounds.

1.3 QUALITY ASSURANCE

A. Perform Work in accordance with ACI 301 and the requirements of Section 033000.

B. Perform Work in accordance with Caltrans Standard Plans and Specifications.

C. Perform Work in accordance with California Building Code 2010.

D. Obtain cementitious materials from same source throughout.

1.4 ENVIRONMENTAL REQUIREMENTS

B. Do not place concrete when base surface temperature is less than 40 degrees F, or surface is wet or frozen.

PART 2…