Shafter Aquatic Center Site Improvements Project - For Bid.pdf

PDF 13 MB Posted Jun 27, 2025

Attached to: Shafter Aquatic Center Site Improvements Project
Solicitation number: PF00004.2
Issued by: Kern County, Santa Ana City, California

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Written by GovTribe AI · Jun 30, 2025

These architectural and engineering site improvement drawings are for the New Aquatics Center Building project for the City of Shafter, located at 269 Poso Avenue in Shafter, California. The project involves the fabrication and installation of a 3,125 square foot modular aquatic center building with associated site improvements, including parking areas, concrete work, utility connections, fencing, and landscaping. The project is designed as a Type V-B construction, single-story building with an occupancy type of A-3, and will not include fire sprinklers. The site plan includes 108 standard parking spaces and 5 accessible spaces, totaling 113 parking spaces, and will be situated on a property bordered by Poso Avenue and N Valley Street.

The project is being designed by Ordiz-Melby Architects and will involve multiple consultants and contractors, including Swanson Engineering for civil engineering, JTS Modular for the modular building construction, and the City of Shafter as the owner. The total project area is 3,125 square feet, with a building height of approximately 18 feet 2 inches. The site improvements will include concrete paving, chainlink fencing, accessibility features, utility connections, and landscaping. The project appears to be funded by the City of Shafter and will be constructed in compliance with 2022 California Building Codes and associated state and local regulations.

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CONSTRUCTION AND BID DOCUMENTS - Shafter Aquatics Center Site Improvements Project.pdf	PDF	Jun 27, 2025

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JEANINE S. BERTOLACCINI, AIA

ARCHITECT C-35596

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

G-001

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

GENERAL

INFORMATION

/6/

3:2

4 P M

GENERAL INFORMATIOM

CIVIL DRAWINGS

ARCHITECTURAL DRAWINGS

DRAWINGS BY OTHERS

G-001

A-110

A-112

A-113

A-114

A-501

A-502

A-503

T-1.00

A-1.00

A1.10

A-1.15

A-1.20

A-1.30

A-1.31

A-1.32

A-1.33

A-2.00

A-2.01

A-2.20

A-3.00

A-4.00

A-5.00

A-6.00

A-6.01

A-6.02

A-6.03

S1.1

S1.2

S1.3

S1.4

S1.5

S1.6

S1.7

S1.8

S1.9

S2.1

S2.2

S2.3

S2.4

S2.5

S3.1

S3.2

S3.3

S4.1

S5.1

S5.2

M0.1

M1.1

M2.1

M5.1

M6.1

E0.1

E1.1

E2.1

E3.1

E5.1

E5.2

E6.1

E6.2

P0.1

P1.1

P1.2

P2.1

P5.1

P6.1

EC1.1

EC1.2

EC1.3

GENERAL INFORMATION

TITLE SHEET

GRADING PLAN-NORTH

GRADING PLAN-SOUTH

GRADING DETAILS

EROSION CONTROL PLAN

SITE PLAN-DEMOLITION

SITE PLAN

SITE PLAN - ENLARGED

SITE PLAN - CONCRETE JOINTS

SITE DETAILS

TITLE SHEET

FLOOR PLAN

DIMENSIONED FLOOR PLAN

ENLARGED FLOOR PLAN

CEILING DETAILS

REFLECTED CEILING PLAN

GENERAL NOTES AND CASEWORK DETAILS

SCHEDULES-DOORS

SCHEDULES-WINDOWS AND FINISH

INTERIOR ELEVATIONS-RM101 TO RM109

INTERIOR ELEVATIONS-RM110 TO RM117

ACCESSIBILITY DETAILS

EXTERIOR ELEVATIONS

ROOF PLAN

BUILDING SECTIONS

DETAILS

GENERAL STRUCTURAL NOTES

TYPICAL STRUCTURAL DETAILS

EMBED PLAN

FOUNDATION PLAN

LOWER MODULE-CEILING FRAMING PLAN

UPPER MODULE-LOWER FRAMING PLAN

ROOF FRAMING PLAN

FRAME DETAILS

FRAME ELEVATIONS

LayoutFOUNDATION DETAILS

FRAMING DETAILS

MECHANICAL GENERAL NOTES

MECHANICAL FLOOR PLAN

MECHANICAL ROOF PLAN

MECHANICAL DETAILS

MECHANICAL SCHEDULES

ELECTRICAL GENERAL NOTES

ELECTRICAL SITE POWER PLAN

ELECTRICAL POWER PLAN

ELECTRICAL LIGHTING PLAN

ELECTRICAL DETAILS

ELECTRICAL DETAILS AND SCHEDULES

ELECTRICAL PANEL SCHEDULES

PLUMBING GENERAL NOTES

PLUMBING BELOW GRADE FLOOR PLAN

PLUMBING ABOVE GRADE FLOOR PLAN

PLUMBING DCW AND DWH FLOOR PLAN

PLUMBING DETAILS

PLUMBING SCHEDULES

ENERGY CALCULATIONS

CENTRAL VALLEY HIGHWAY 43

LERDO HIGHWAY

W TULARE AVE

COLVARD STREET

POSO AVENUE

N W

L S

NEW AQUATICS CENTER BUILDING

CITY OF SHAFTER

FOR:

269 POSO AVENUE, SHAFTER, CALIFORNIA 93263

FIRE PROTECTION

SHEET INDEXPROJECT DIRECTORY

ARCHITECT

Ordiz Melby Architects, Inc.

5500 Ming Avenue, Suite 280 Bakersfield, CA 93309 Phone: (661) 832-5258 Fax: (661) 832-4219 Jeannie Bertolaccini AIA

OCCUPANCY TYPE:

A-3

CONSTRUCTION TYPE:

TYPE V-B

BUILDING HEIGHT:

+18'-2"

STORIES:

1 STORY

PROJECT AREA:

TOTAL BUILDING AREA: = 3125 SF

FIRE SPRINKLERS:

1. PROVIDE ONE 4A 10 B.C. RATED EXTINGUISHER FOR EACH 6,000 SQUARE FEET OR PORTION

THEREOF ON EACH FLOOR - TRAVEL DISTANCE SHALL NOT EXCEED 75 FEET.

GENERAL NOTES ACCESSIBILITY STANDARDS PROJECT INFORMATION

1. THE DRAWINGS, IDEAS AND DESIGNS REPRESENTED HEREIN ARE THE PROPERTY OF THE

ARCHITECT.

2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO CONVEY AN OVERALL DESCRIPTION

OF THE PROJECT IN SUFFICIENT DETAIL FOR ITS COMPLETE CONSTRUCTION. SOME

CONDITIONS, WHICH ARE COMMONLY ENCOUNTERED IN CONSTRUCTION OF THIS TYPE AND/

OR CONDITIONS WHICH RELATE TO SPECIFIC PRODUCTS OR PROCESSES, MAY NOT BE

SPECIFICALLY DETAILED IN THESE PLANS. ALL CONDITIONS NOT SPECIFICALLY DETAILED

SHALL BE CONSTRUCTED COMPLETELY PER THE CURRENT STANDARDS OF THE

APPROPRIATE INDUSTRY AND ANY APPLICABLE MANUFACTURER'S RECOMMENDATIONS.

3. NOTHING IN THE PLANS AND SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT

CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW ORDINANCE OR

REGULATION.

4. "TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED.

"SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY

DIMENSIONS AND ORIENTATION ON PLAN WITH THE ARCHITECT.

5. UNLESS OTHERWISE NOTED, ALL PARTITIONS ARE DIMENSIONED TO FACE OF STUD

6. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT, UNLESS

OTHERWISE NOTED (+/-).

7. DO NOT SCALE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL

DIMENSIONS.

8. ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB UNLESS NOTED OTHERWISE

"AFF", ABOVE FINISH FLOOR.

9. ALL WORK SHALL BE SCHDULED AND PERFORMED SO AS NOT TO DISTURB OR CAUSE

DAMAGE TO ADJACENT PROPERTIES.

10. ALL REVISIONS TO THE APPROVED PLANS, NO MATTER HOW MINOR, MUST BE APPROVED BY

BOTH THE CITY PLANNING DEPARTMENT AND BUILDING INSPECTION DEPARTMENT, AS WELL

AS THE ARCHITECT AND THE OWNER.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING CONTRACT

DOCUMENTS, FIELD CONDITIONS AND DIMENSIONSFOR ACCURACY AND CONFIRMING THAT

WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE

ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE

ARCHITECT BEFORE PROCCEEDING WITH WORK OR RELATED WORK IN QUESTION.

12. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE THE LAYOUT AND

EXACT LOCATION OF ALL PARTITIONS, DOORS, PLUMBING, MECHANICAL, ELECTRICAL AND

FIRE PROTECTION EQUIPMENT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.

13. THE GENERAL CONTRACTOR SHALL FURR ALL COLUMNS TO THEIR MINIMUM POSSIBLE

DIMENSIONS, U.N.O.

14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE PROJECT AND

SHALL BE RESPONSIBLE FOR DISIPLINE OF ALL WORKERS ON THE PROJECT.

15. ALL DECORATIVE MATERIALS AND TRIM SHALL COMPLY WITH CALIFORNIA BUILDING CODE, SECTION 806.1

16. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL SOURCES

OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER STRIPPED OR OTHERWISE

SEALED TO LIMIT INFILTRATION AND EXFILTRATION PER CEC 110.7

1. ALL EXITS SHALL BE OPENABLE DURING BUSINESS HOURS FROM INSIDE WITHOUT THE USE

OF A KEY OR ANY SPECIAL KNOWLEDGE. NO DEAD OR SLIDING BOLTS. NO LATCH OR

LATCHING DEVICE EXCEPT PANIC HARDWARE PERMITTED.

2. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED.

3. PROVIDE TWO SEPARATE CIRCUITS FOR EXIT SIGNS.

4. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT

APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL

REQUIREMENTS FOR ALTERATIONS ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 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

INCORPORTRATED INTO THESE CONSTRUCION DOCUMENTS. ANY NON COMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FIND 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 NONCONFORMING BEYOND REASONABLE CONSTRUCION

TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS

PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT

1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND

44 INCHES ABOVE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND

WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER

TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATION BARS, OR OTHER HARDWARE

DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP AND TURN

OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS

DIRECTION.

2. MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5

POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT

ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE

ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE

THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS.

3. CONSTRUCTION: THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL

HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A

WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE

NARROW FRAMES ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH

SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR

FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR

POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A

PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT.

5. IN ADDITION TO ALL LOCAL CODES, ACCESSIBILITY REQUIREMENTS SHALL COMPLY WITH THE

CALIFORNIA BUILDING CODE, TITLE 24, AS WELL AS FEDERAL A.D.A., (AMERICANS WITH

DISABILITIES ACT).

SHEETS IN SET 74

CODE REQUIREMENTS

EXIT REQUIREMENTS SCOPE OF WORK

1. FABRICATION AND INSTALLATION OF 3,125 S.F. AQUATIC CENTER MODULAR BUILDING WITH

ASSOCIATED SITE IMPROVEMENTS

VICINITY MAP

OWNER

City of Shafter 336 Pacific Avenue Shafter, CA 93263 Phone: (661) 746-5000 Owner Representative: Alex Gonzalez, P.E.

CIVIL

Swanson Engineering Inc., 2000 Oak street, Suite 150 Bakersfield, Ca 93301 Phone: (661) 831-4919 Fax: (661) 831-4777 Bob Swanson

MODULAR

JTS Modular 7001 McDivitt Dr, Bakersfield, CA 93313 Phone: (661) 835-9270 Jesse Walla

CITY OF SHAFTER AQUATIC CENTER

269 POSO AVE, SHAFTER, CA 93263

NTS

PROJECT

LOCATION

CITY OF SHAFTER:

FIRE DEPARTMENT

PUBLIC WORKS DEPARTMENT

ALL DRAWINGS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES:

TITLE 22 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

2022 TITLE 24 CCR, PART 1 - 2022 BUILDING STANDARDS ADMINISTRATIVE CODE

2022 TITLE 24 CCR, PART 2 - 2022 CALIFORNIA BUILDING CODE, VOL. 1 & 2

(CBC) (2015 IBC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 3 - 2022 CALIFORNIA ELECTRICAL CODE

(CEC) (2014 NEC (NFPA), AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 4 - 2022 CALIFORNIA MECHANICAL CODE

(CMC) (2015 IAPMO UMC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 5 - 2022 CALIFORNIA PLUMBING CODE

(CPC) (2015 IAPMO UPC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 6 - 2022 CALIFORNIA ENERGY CODE

2022 TITLE 24 CCR, PART 8 - 2022 CALIFORNIA HISTORICAL BUILDING CODE

2022 TITLE 24 CCR, PART 9 - 2022 CALIFORNIA FIRE CODE

(CFC) (2015 IFC, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 10 - 2022 CALIFORNIA EXISTING BUILDING CODE

(IEBC) (2015 INTERNATIONAL EXISTING BUILDING CODE, AS AMENDED BY CA)

2022 TITLE 24 CCR, PART 11 - 2022 GREEN BUILDING STANDARDS CODE

(CALGREEN CODE)

2022 TITLE 24 CCR, PART 12 - 2022 CALIFORNIA REFERENCED STANDARDS

PARTIAL LIST OF STANDARDS COMMONLY USED. FOR COMPLETE LIST AND YEAR OF EDITION

ADOPTED, SEE 2016 CBC CH. 35 & 2016 CFC CH. 45:

2022 NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS (CA AMENDED)

2019 NFPA 14, STANDPIPE & HOSE (CA AMENDED)

2022 NFPA 20, PUMPS FOR FIRE PROTECTION (CA AMENDED)

2022 NFPA 24, FIRE SERVICE MAINS (CA AMENDED)

2022 NFPA 72, FIRE ALARM CODE (CA AMENDED)

NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT CONSTRUCTION IN CONFLICT WITH

THE REQUIREMENTS OF ANY CODE, LAW, ORDINANCE, OR REGULATION. THE FOLLOWING

AGENCIES SHALL HAVE JURISDICTION OVER THE PROGRESS OF THE WORK:

COUNTY OF KERN:

KERN COUNTY ENVIRONMENTAL HEALTH DIVISION

XFMR

MECHANICAL

YARD

F F

HALLWAY

UNISEX102

UNISEX

HALLWAY

RECEPTION

CONCESSION

RESTROOM

WOMEN'S

OFFICE

LOBBY

LOCKERS103

LOCKERS

ELEC.113

JAN.

STOR.108

UNISEX

STORAGE

JAN

RESTROOM

MEN'S

SCALE: 1" =

0 20 4020 10 20'

, IN

S C

352-(C7 6,7(

N o

STA

E X P .3

UNISEX102

UNISEX

LOBBY

LOCKERS103

LOCKERS

STORAGE

JAN

, IN

S C

G P

SCALE: 1" =

0 10 2010 5 10'

N o

STA

E X P .3

YARD

F F

HALLWAY

UNISEX102

UNISEX

HALLWAY

RECEPTION

CONCESSION

RESTROOM

WOMEN'S

OFFICE

LOBBY

LOCKERS103

LOCKERS

ELEC.113

JAN.

STOR.108

UNISEX

STORAGE

JAN

RESTROOM

MEN'S

, IN

S C

G P

SCALE: 1" =

0 10 2010 5 10'

N o

STA

E X P .3

, IN

S C

4' V-GUTTER W/ 0.10' DEPRESSION36" CURB AND GUTTER1

6" CONCRETE CURB2 TRUNCATED DOMES5ACCESSIBLE DROP-DOWN CURB RAMP4

C4 C4 C4 C4

ACCESSIBLE PARKING STALL6

ACCESSIBLE PARKING SPACE SIGN8

ACCESSIBLE PARKING LOT ENTRANCE SIGN9

INTERNATIONAL ACCESSIBILITY SYMBOL7

N o

STA

E X P .3

2-WAY CLEANOUT TO GRADE10

STD. MANHOLE - TYPE "A"11

MANHOLE FRAME AND COVER12

DRAIN

SECTION13

YARD

F F

HALLWAY

UNISEX102

UNISEX

HALLWAY

RECEPTION

CONCESSION

RESTROOM

WOMEN'S

OFFICE

LOBBY

LOCKERS103

LOCKERS

ELEC.113

JAN.

STOR.108

UNISEX

STORAGE

JAN

RESTROOM

MEN'S

, IN

S C

SCALE: 1" =

0 10 2010 5 10'

N o

STA

E X P .3

YARD

F F

HALLWAY

UNISEX102

UNISEX

HALLWAY

RECEPTION

CONCESSION

RESTROOM

WOMEN'S

OFFICE

LOBBY

LOCKERS103

LOCKERS

ELEC.113

JAN.

STOR.108

UNISEX

STORAGE

JAN

RESTROOM

MEN'S

SCALE: 1" =

0 20 4020 10 20'

, IN

S C

N C

O N

A N

N o

STA

E X P .3

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

A-110

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

SITE PLAN-

DEMOLITION

/9/

2:2

4 P M

'-6

5/ 8"

K, GU

, A

. S

REMOVE EXISTING

AC PAVING (TYPICAL).

SEE CIVIL DRAWINGS

REMOVE AND SALVAGE

EXISTING WHEEL STOPS

FOR REINSTALLATION (TYPICAL)

REMOVE EXISTING V-GUTTER

EXISTING

TURF

EXISTING TURF

EXISTING POOL DECK

L D

EXISTING CONCRETE PAVING TO BE REMOVED (TYPICAL)

EXISTING DRIVE

APPROACH

TO REMAIN (TYPICAL)

EXISTING SIDEWALK

TO REMAIN (TYPICAL)

REMOVE

EXISTING

CHAINLINK

FENCE

(TYPICAL)

EXISTING POOL DECK

EXISTING SIDEWALK

TO REMAIN (TYPICAL)

EXISTING CURB

RAMP TO REMAIN

EXISTING CONCRETE PAVING TO BE REMOVED (TYPICAL)

EDGE OF EXISTING POOL DECK

UNDEVELOPED AREA

CONTRACTOR TO REMOVE ALL

EXISTING FENCING TO THE SCHOOL

FENCE PROPERTY (TYPICAL)

EXISTING EARTH.

CONTRACTOR TO LEVEL

AND GRADE DIRT TO

MATCH EXISTING

CONCRETE BORDERS.

LEAVE 2" BELOW

CONCRETE (TYPICAL

AROUND SHOWERS)

ADJACENT PROPERTY

EXISTING SHOWERS

EXISTING

SHADE STRUCTURE

TO REMAIN

EXISTING CONCRETE

PAD TO BE REMOVED

POSO AVE

EXISTING POOL

EQUIPMENT BUILDING

EXISTING STORAGE

EXISTING POOL EXISTING POOL

EXISTING PARKING LOT

SCALE: 1" = 20'A3 SITE PLAN DEMOLITION

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

A-112

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

SITE PLAN

/6/

5 P M

C4 A-501

45'-0"

5 SPACES AT 9'-0" O.C.

9'-10" 20'-0"

TYPICAL

25'-7"

14 SPACES AT 9'-0" O.C. 4'-0" 14'-0" 26'-9"

'-6

'-0

9'- 6"

16 SPACES AT 9'-0" O.C.

144'-0" 27'-0" +/-

19 SPACES AT 9'-0" O.C.

171'-0"

R 2'-10"

'-6

'-0

170'-9"

7'- 8"

3'-0" O.C.

53'-9" 9'-8" 17'-0"

41'-4"

2'-3" +/- 81'-0" 64'-0" 19'-0"

9'-6" 9'-6"2'-3" +/- 9 SPACES AT 9'-0" O.C.

EXISTING GATES

PROPOSED GATES.

SEE D3/A-501

EXISTING POOL DECK. NO HEAVY EQUIPMENT ON CONCRETE POOL DECK

EXISTING POOLEXISTING POOLEXISTING POOLEXISTING POOL

EXISTING TURFEXISTING TURF

GRADE EXISTING DIRT TO MATCH TIE IN POINTS

EXISTING TURFEXISTING TURF

4" WIDE WHITE PARKING

STRIPING (TYPICAL)

EXISTING CURB, GUTTER, AND WALK (TYPICAL)EXISTING CURB, GUTTER, AND WALK (TYPICAL)

CONCRETE V-GUTTER.

SEE CIVIL DRAWINGS

EXISTING CURB RAMP

EXISTING DRIVE APPROACH

AC PAVING. REFER

TO CIVIL DRAWINGS

AC PAVING. REFER

TO CIVIL DRAWINGS

STAIRS

ACCESSIBLE PARKING

SIGNAGE (TYPICAL)

CONCRETE CURB.

SEE CIVIL DRAWINGS

EXISTING CHAINLINK FENCE

TOW-AWAY

SIGNAGE.

SEE 9/C4

6'-0" CHAIN

LINK FENCE

SEE

D2/A-501

(E)

CHAINLINK

FENCE OVER

CMU WALL

EXISTING POOL DECK. NO HEAVY EQUIPMENT ON CONCRETE POOL DECK

GRADE EXISTING DIRT TO MATCH TIE IN POINTS

1'-0" WIDE CONCRETE

STRIP

ALIGN CHAIN-

LINK FENCE

WITH CMU

EXISTING EARTH.

CONTRACTOR TO LEVEL

AND GRADE DIRT TO

MATCH EXISTING

CONCRETE BORDERS.

LEAVE 2" BELOW

CONCRETE (TYPICAL

AROUND SHOWERS)

ADJACENT PROPERTY

(E) F.H.

STORAGE

YARD

EXISTING SHOWERS

ACCESSIBLE PARKING VE

B1 A-113

A3 A-113

A4 A-113

B4 A-113

DRIVE APPROACH

SEE CIVIL DRAWINGS

D4 A-503

WATER SERVICE

SEE CIVIL DRAWINGS

'-0

'-3

9' -0

" O .C

9'- 4"

183'-9" 82'-6" 125'-0" 9'-5"

16'-3" 38'-6" 10'-9"

'-4

7'- 3"

'-6

15'-6" 15'-6"

MECHANICAL YARD

PROPOSED

ELECTRICAL

TRANSFORMER

LOCATION

STAIRS

14 5

CENTERLINE OF ENTRY DOOR

4'-0" CHAINLINK FENCE

SEE D2/A-501 (SIMILAR)

EXISTING POOL

EQUIPMENT BUILDING

PARKING LOT

108 STANDARD

5 ACCESSIBLE

113 TOTAL

POSO AVE

PROPOSED MODULAR

AQUATIC CENTER BUILDING

TRASH ENCLOSURE

EXISTING

BUILDING

EXISTING

SHADE STRUCTURE

EXISTING

SHADE

STRUCTURE

EXISTING

SHADE

STRUCTURE

PATH OF TRAVEL (P.O.T) AS INDICATED IS A COMMON BARRIER FREE

ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2"

AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED

1/4" VERTICAL. P.O.T. IS A MINIMUM OF 48" WIDE. THE SURFACE SHALL BE

FIRM, STABLE, AND SLIP RESISTANT. PASSING SPACES (11B-405.5.3) AT

LEAST 60" X 60" SHALL BE LOCATED NOT MORE THAN 200' APART. PARTS OF

P.O.T. WITH CONTINUOUS GRADIENTS SHALL HAVE 60" LEVEL AREAS AT

INTERVALS OF 400' MAXIMUM (11B-403.7) SLOPE SHALL NOT EXCEED 2%

CROSS-SLOPE AND 5% RUNNING SLOPE IN THE DIRECTION OF TRAVEL (11B-

401.1) SLOPES GREATER THAN 5% TO A MAXIMUM OF 8.33% SHALL BE

CONSIDERED AS A RAMP (11B-405). THERE SHALL BE NO DROP-OFF OVER 4"

ALONG THE EDGE OF WALK OR LANDING. P.O.T. SHALL BE MAINTAINED FREE

OF OVERHANGING OBSTRUCTIONS AND OBJECTS PROTRUDING GREATER

THAN 4" FROM A WALL, BETWEEN 27" TO 80" ABOVE FINISHED GRADE.

ARCHITECT SHALL VERIFY THAT NO BARRIERS EXIST IN THE PATH OF

TRAVEL.

DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:

THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT

WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE

ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR

ALTERATIONS ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE

DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT 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 INCORPORTRATED INTO THESE

CONSTRUCION DOCUMENTS. ANY NON COMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED

BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A

FIND 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 NONCONFORMING

BEYOND REASONABLE CONSTRUCION TOLERANCES, THEY SHALL BE

BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT

BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT

EXISTING STRUCTURE TO REMAIN

4" CONCRETE PAVING

PROPERTY LINE

CHAINLINK FENCE WITH VINYL SLATS

ORNAMENTAL IRON FENCE

AC PAVING. SEE CIVIL DRAWINGS

TURF (BY OWNER)

SITE LEGEND

DESCRIPTIONTYPE

F.H. EXISTING FIRE HYDRANT

PROPOSED MODULAR BUILDING. SEE MODULAR BUILDING DRAWINGS

SCALE: 1" = 20'A3 SITE PLAN

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

A-113

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

SITE PLAN -

ENLARGED

/6/

B3 A-501

D5 A-502

B5 A-501

D5 A-501

B5 A-502

A1 A-502

B4 A-502

A4 A-502

9'-0" 5'-0" 9'-0" 5'-0" 9'-0" 9'-0" 5'-0" 13'-0" 6" 18'-0" 6"

'-0

" T

EQUAL EQUAL EQUAL EQUALEQUAL EQUALEQUAL EQUAL

3'-0"TYP.

2'-6"

2'- 6"

8'- 0"

1'-0"

5'-0" 26'-6"

'-0

1'- 0"

6'- 6"

3'- 0"

4'- 4"

7'- 6"

6'- 3"

7'- 6"

EQUAL EQUAL

6'-0"

4" 8'-4" 4"

11'-0"

4'-2" 4'-2"

1'-8"

1'-6"

R 2'-6"

EQUAL EQUAL

DOWN

5.0% MAX

DOWN

5.0% MAX

TRUNCATED

DOMES. SEE

A5/A-501

8.33%

MAX 8.33%

MAX

(TYPICAL)

12" TALL WHITE

LETTERING

(TYPICAL)

4" WIDE BLUE

PARKING SPACE

STRIPING

(TYPICAL ALL

ACCESSIBLE

SPACES) (TYPICAL)

6" CONCRETE

CURB. SEE CIVIL

DRAWINGS

(TYPICAL 5)

(VAN)

CONCRETE PAVING

(TYPICAL)

AC PAVING

6" CONCRETE

CURB.

SEE CIVIL

1'-0" CONCRETE

CURB.SEE CIVIL

DRAWINGS

CENTERLINE

OF ENTRY DOOR

CONCRETE

LANDING

HANDRAIL

(TYPICAL)

CONCRETE PAVING

CONCRETE

RETAINING

WALL/SEAT

CONCRETE V-GUTTER

SEE CIVIL DRAWINGS

CONCRETE STEPS

CONCRETE

RETAINING

WALL/BENCH

BUILDING COLUMNS.

REFER TO MODULAR

BUILDING PLANS

SLOPED TURF BY OWNER

WHEEL STOPS

(TYPICAL)

HANDRAILS

(TYPICAL)

CONCRETE STEPS

SLOPED TURF BY OWNER.

GRADING BY CONTRACTOR.

LEAVE 2" BELOW

GUARDRAIL (TYPICAL)

HANDRAIL

(TYPICAL)

D1 A-501

C4 A-502

B2 A-502

C2 A-502

D2 A-502

A2 A-502

5'- 0"

8" 1'-

0" 6'-

6" 6"

'-3

4'- 4"

5'- 0"

6'-0" 42'-4"

'-7

CENTERLINE OF ENTRY DOOR

BUILDING LINE

14'-6" 9'-8" 7'-0" 10'-0"

41'-2"

EQUAL EQUALEQUAL EQUAL

'-0

4'- 0"

HVAC UNIT.

SEE

MODULAR

BUILDING

DRAWINGS

STORAGE

YARD

CHAINLINK FENCE.

SEE D2/A-501 PROPOSED

TRANSFORMER

LOCATION

PAIR OF 4'-0"

CHAINLINK

GATES. SEE

D3/A-501

PAIR OF 4'-0"

ACCESSIBLE

CHAINLINK

GATES. SEE

D1/A-501

EXISTING

POOL DECK

SIMILAR (NO

GATES)

EXISTING POOL

MECHANICAL

BUILDING

PAIR OF 4'-0"

CHAINLINK

GATES. SEE

D3/A-501

SLOPED

TURF BY

OWNER

SLOPED

TURF BY

OWNER

CONCRETE PAVING

(TYPICAL) 4" THICK CONCRETE

MAINTENANCE RAMP

(SIMILAR)

PROPOSED

SWITCHGEAR

LOCATION

D1 A-501

D1 A-501 D1

A-501

7'-6"

9'- 3"

5'- 0"

'-9

7'-

PROPOSED

MODULAR

BUILDING

A1 A-502

B3 A-501

C1 A-501

5'- 6"

'-0

5'-

'-0

8'- 0"

6" CONCRETE CURB

TRASH ENCLOSURE

GATES

CONCRETE PAVING

4" WIDE WHITE PARKING

STRIPING (TYPICAL)

AC PAVING

CONCRETE

PAVING

4'-0" 4'-6" 9'-6" 9'-6"

2'-0" R

TYPICAL

CMU WALL

B5 A-502

8'- 0"

1'-0" 4" 8'-0" 4" 1'-0"

10'-8" 1'- 0"

6'- 6"

6" 6"

1'-8"

8'-0" 2'-0"

8.33%

MAX

6'-0"

CHAINLINK

FENCE. SEE

D2/A-501

ACCESSIBLE

CHAINLINK

GATES. SEE

D1/A-501

EXISTING

TURF

(SIMILAR)

CONCRETE PAVING

EXISTING

SHADE

STRUCTURE

CONCRETE PAVING

CONCRETE

RETAINING

WALL/SEATCONCRETE

RETAINING

WALL/SEAT

HANDRAILS

(TYPICAL)

CONCRETE STEPS

BUILDING

LINE

D1 A-501

D5 A-502

6'-0"

EXISTING STRUCTURE TO REMAIN

4" CONCRETE PAVING

AC PAVING. SEE CIVIL DRAWINGS

TURF (BY OWNER)

SITE LEGEND

DESCRIPTIONTYPE

PROPOSED MODULAR BUILDING. SEE MODULAR BUILDING DRAWINGS

B3 A-501

1'-6"

'-0

L 2'-

9'-0"

(TYPICAL)

4" WIDE WHITE

PARKING

STRIPING

(TYPICAL)

SCALE: 1/8" = 1'-0"B1 SITE PLAN ENLARGED-PARKING

SCALE: 1/8" = 1'-0"A3 SITE PLAN ENLARGED-MECH. YARD

SCALE: 1/8" = 1'-0"A4 SITE PLAN ENLARGED-TRASH ENCLOSURE

SCALE: 1/8" = 1'-0"B4 SITE PLAN ENLARGED-STAIRS

SCALE: 1/8" = 1'-0"A1 SITE PLAN ENLARGED-PARKING

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

A-114

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

SITE PLAN -

CONCRETE JOINTS

/6/

2'-2" +/- 7 EQUAL

AT 10'-0"

2 EQUAL

AT 4'-4"

2 EQUAL

AT 9'-7"

6'-0" 3 EQUAL

AT 9'-5"

6'-0" 1'-0"

6'-6"

5 EQUAL AT 7'-8"

2 E

-8

2 E

T 6'-

5'- 8"

4 EQUAL

AT 4'-6"

4 E

-7

6'-6" 4 EQUAL

AT 10'-0"

9'-4" 2 EQUAL

AT 4'-10"

2 EQUAL AT 8'-6"

2 E

-9

4'-6" 4 EQUAL AT 8'-0" 2'-6" 7'-4" 7'-4" 2 EQUAL AT 8'-6"

5'- 0"

2 E

8' -0

5'-

4'-0" 9'-6" 9'-6"

2 E

8' -1

8'-

5'- 0"

ADJACENT PROPERTY

EXISTING SHADE

STRUCTURE

3 EQUAL AT 9'-2" 2 EQUAL AT 7'-8"

1'-0"

2 EQUAL

AT 4'-4" 1'-0"

5'-0" 26 EQUAL AT 5'-0" 9'-6"

3 EQUAL AT 5'-6"

2 E

'-0

5'-

PROPOSED MODULAR BUILDING

EXPANSION JOINT

CONTROL JOINT

CONCRETE JOINT LEGEND

DESCRIPTIONTYPE

SCALE: 1" = 10'A1 SITE PLAN-CONCRETE JOINTS

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

A-501

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

SITE DETAILS

/6/

C5 A-503

A5 A-503

3'- 0"

6'- 0"

1'- 1"

2'- 0 3

/4" 2'-

0 3 /4"

9 1 /2"

16'-0" 8'-0" 8'-0"

18 GAUGE AEP-SPAN MINI-V-BEAM METAL

ROOF DECKING. ATTACH PANELS TOP &

BOTTOM AT 16" O.C. AND AT 24" O.C. AT MID-

SPAN. MECHANICALLY ATTACH TO FRAME AT

EVERY FLUTE.

SLIDING BOLT CATCH

TS 6x3x1/4"

6" CONCRETE FILLED PIPE

TS 4x3x3x 3/16"

GATE HINGE TYPICAL

4"x14"x1" DIAMETER STEEL PLATE FOR CANE BOLT. WELD TO

STEEL ANGLE AT 2 SIDES.

CANE BOLT: STANLEY #1010 STEEL 18" 1 PER GATE.

WELD TO STEEL PLATE ON GATE TYPICAL.

BORE CONCRETE PAVEMENT 4" TO RECIEVE CANE BOLTS

CLEAN, PRIME AND PAINT ALL

STEEL. COLOR BY ARCHITECT

2x2 GALVANIZED STEEL ANGLE.

PRIME AND PAINT TYPICAL

TYPICAL

A5 A-503

3/4"x6" GALVANIZED BOLTS, WASHER & NUT.

SET INTO CMU 24" O.C. & 6" FROM END

6' -0

9'-6" 2"

3'- 6"

1'-6"

1'-0"6"

2'- 4"

6" 6"

1'- 0"

6'- 0"

9 1 /2"

2'- 0 3

/4" 2'-

0 3 /4"

1'- 1"

8"x8"x16" CONCRETE PRECISION BLOCK WITH

2" CONCRETE MASONRY UNIT CAP

SLOPE = 1/8 : 12

2X8 REDWOOD BUMPER

NO. 4 REBAR AT 32" O.C.

#4 AT 24" O.C.

GATE POST:

6" DIAMETER STANDARD PIPE FILLED WITH

CONCRETE. PROVIDE DOME SHAPED CONCRETE

CAP

6x6 - 10/10 WWM IN

CENTER OF SLAB

4" CONCRETE SLAB

OVER COMPACTED

GRADE

#4 VERTICAL & HORIZONTAL AT 16" O.C.

SOLID GROUT FILL ALL CELLS

18" DIAMETER

CONCRETE FOOTING

WITH CAGE OF #4

HOOPS AT 18" O.C. AND

FOUR (4) #4 REBAR

VERTICAL AT EACH

PIPE

#4 STEEL REINFORCEMENT

TOP AND BOTTOM TYPICAL

EASE EDGE 1/2"

E5 A503

CONCRETE APRON:

6x6 - 10/10 WWM IN

CENTER OF SLAB

EXISTING AC

PAVING

CONCRETE CURB

CONCRETE MOW

STRIP

1'-0"

PARKING

ONLY

VAN

ACCESSIBLE

REFLECTERIZED WHITE

FIGURE ON BLUE

BACKGROUND (BLUE

#15090 FEDERAL

STANDARD 595 C)

PORCELAIN PAINT

LETTERS TO BE 1" HIGH

MINIMUM, TYPICAL

+ 6'-8"

DRIVE ON CAP

2 3/8" O.D. SCHEDULE 40

GALVANIZED POLE SEE

DETAILS C1 & D1, SHEET

A-502

MINIMUM

FINE $250

ATTACH SIGN WITH 5/16"

CARRIAGE BOLTS

PARKING

ONLY

MINIMUM

FINE $250

NOTE:

SIGNS SHALL BE 16 GAUGE

GALVANIZED STEEL

A B

1'-0"

2'- 0" 2'- 0"

1'-0"

NEW CONCRETE WALK SEE PLAN

DEEP TOOLED CONTROL JOINT MAX SPACING IS

TO BE 10'-0" TYPICAL UNLESS OTHERWISE

NOTED ON PLAN

EXPANSION JOINT MAX SPACING IS TO BE 20'-0"

TYPICAL UNLESS OTHERWISE NOTED ON PLAN

EXISTING CONCRETE WALK

WHERE OCCURS-SEE PLAN

ALL EXTERIOR CONCRETE IS TO HAVE A MINIMUM COMPRESSION STRENGTH OF 2500 PSI AND A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. STEEL TROWEL CAP PRIOR TO BROOM FINISH

1/8" WIDE TOOLED CONTROL JOINT TO

BE 1/3 DEPTH OF SLAB TYPICAL. ALL

CONTROL JOINTS ARE TO HAVE 3/16"

RADIUS TOOLED EDGES, OR SAWCUT

WITH THIN KERFING BLADE

ASPHALT IMPREGNATED EXPANSION

JOINT WITH A REMOVABLE CAP. FILL

TOP WITH A TWO PART POLYURETHANE

JOINT SEALANT PER SPECS TYPICAL

18" #3 REBAR DOWEL SET IN EPOXY WITH 6"

EMBEDMENT 18" O.C. (MATCH SLAB BAR SPACING)

USE SIMPSON SET XP EPOXY ADHESIVE (ESR-2508)

PER MANUFACTURES INSTRUCTIONS.

TYPICAL EXPANSION JOINT

AS SHOWN ABOVE WITH

FLUSH TRANSITION TYPICAL

GREASE THIS SIDE

2" A.C.PAVING OVER

4" AGGREGATE BASE

MINIMUM. MATCH

EXISTING

CONCRETE WALK

NOTE:

1. CLASS 'B' CONCRETE (5 SACK)

2. EXPANSION JOINTS AT 30' O.C.

3. WEAKENED PLANE JOINTS AT 15' O.C.

4. POUR ON COMPACTED SUBGRADE

1/2" R

CONCRETE CURB

(LANDSCAPING

WHERE OCCURS)

1'- 0"

20'-0" O.C. MAXIMUM SPACING

TOOLED WITH 3/16" THICK

GROOVE BLADE

1" MINIMUM DEEP x 1/4"

MAXIMUM RADIUS TOOLED

JOINT

DEEP TOOLED CONTROL JOINT

EXPANSION JOINT

6'-0" O.C. MAXIMUN SPACING

4" CONCRETE SLAB TYPICAL

EXPANSION JOINT 1/2" MAXIMUM

WITH SNAP CAP - REFER TO

SPECIFICATIONS

SELF LEVELING JOINT SEALANT

SEE PLAN FOR WIDTH

1 1/2"

USE DOBIE SETTING

BLOCKS

FLUSH TRANSITIONS

4" CONCRETE WALK WITH

8"X8" SHOVEL FOOTINGS

EXISTING WALK OR

A.C.PAVING WHERE OCCURS

FORM WITH

2X6 TYPICAL

#3 AT 24" O.C. EACH WAY

(DISCONTINUOUS AT EJ)

#3 x 3'-0" AT 24" O.C. GREASE

OR WRAP ONE SIDE

3'-0"

3'- 0"

GRID SHOWN FOR

PROPORTIONS OF

SYMBOL SIZES

WHITE FIGURE ON BLUE

BACKGROUND,

BLUE #15090 FEDERAL

STANDARD 595 C

3" WHITE BORDER

0.9 DIA. TYP.

MANUFACTURED

TILES

SEE MANUFACTURES CUT SHEETS FOR ALL

INSTALLATION PROCEDURES

A.C. PAVING

IN LINE TRUNCATED DOMES

RECESS CONCRETE AS REQUIRED

TO INSURE FLUSH TRANSITION

CONCRETE WALK

FLUSH TRANSITION

NOTE:

CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH

BOTTOM 36" OF THE RAMP. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE

STREET SHALL BE 6" FROM THE GUTTER FLOWLINE

RAISED TRUNCATED DOME

SLIP RESISTANT

TEXTURED SURFACES

AND YELLOW COLOR PER

CBC 11B-705.1.1.3.1

CONCRETE

CURB

DIRECT EMBED

WET SET TILES

0.45"-0.47" 0.90"-0.92"

0.2 0"

0.2

2.30"-2.40"

TYP.

2.3 0"

-2 .40

4" M

1/4

8'- 0"

2'- 3"

" A

, C

LINE POST 2 3/8" SCHEDULE 40

HOT-DIP GALVANIZED WITH HEAVY

WEIGHT TIES AT 12" O.C. TERMINAL

AND GATE POST 3" SCHEDULE 40

HOT-DIP GALVANIZED ASTM A120.

TOP RAIL 1 1/4" MINIMUM

SCHEDULE 40 HOT-DIP

GALVANIZED

HOT-DIP GALVANIZED HEAVY

WEIGHT STEEL DOME CAPS

TYPICAL

A.C. PAVING OR

CONCRETE WALK

WHERE OCCURS, SEE

SITE PLAN.

18" X 4" WIDE

CONCRETE MOW

STRIP WHERE

OCCURS.

9 GAUGE x 2" GALVANIZED

STEEL FABRIC W/ITH

KNUCKLE-KNUCKLE TOP &

BOTTOM.

CLEAN COLD JOINT

NATURAL GRADE OR

COMPACTED FILL

CONCRETE

STRENGTH TO BE

3000 PSI TYPICAL

FINISH GRADE BOTTOM RAIL

STEEL TROWEL THEN LIGHT

BROOM FINISH, SLOPE TO

DRAIN AWAY FROM POST

10" AT LINE POST

12"+PIPE DIAMETER AT

GATE/CORNER/TERMINAL POST

"-3

SEE ENLARGED SITE PLAN

(4) HINGES AT EACH POST

CAVITIES CREATED BY KICK PLATE

SHALL BE CAPPED

(4) HINGES AT EACH POST

LEVER

HARDWARE.

PANIC

HARDWARE

OPPOSITE

SIDE

O F

ILD

1 1/4" DIAMETER

FRAME

(ASTM F1083)

REGULAR

STRENGTH

SCHEDULE 40

PIPE Fy= 30KSI.

WELD TO

LINE POST

+7'-0"

TYPICAL

48"

PROVIDE BUMPERS WHERE NOTED ON SITE PLAN PAINT DISABLED BLUE, #15090 FED STDS

595A AT DISABLED STALLS - TYPICAL

MASTIC ADHESIVE BLOCK

TO PAVING CLEAN/PREP

PRIOR TO INSTALLATION

EXISTING AC PAVING OVER BASE

PREMANUFACTURED

CONCRETE WHEEL STOP

SECTION

NOTE:

ELEVATION

1/2" ROD x 30" LONG AT

EACH END. DRIVE INTO

GROUND (TYPICAL)

1/2" ROD x 30" LONG - 24"

EMBEDMENT (TYPICAL)

SEE ENLARGED SITE PLAN 10'-0" O.C. MAX.

1 5/8" DIAMETER TOP-RAIL (TYPICAL)

FOLD OVER KNUCKLE WITH TIES AT 12"

O.C. (TOP AND BOTTOM, TYPICAL)

GALVANIZED LINE POST WITH TIES AT 24"

O.C. (TYPICAL)

1 5/8" DIAMETER BRACE RAIL AT CORNER

AND ENDS.

3/8" DIA. GALVANIZED ENDS WITH TURN

BUCKLE. ROD BRACING AT FENCE.

(TYPICAL)

1/4" x 3/4" STRETCHER BAR WITH BANDS

AT 12" O.C.

GALVANIZED END/CORNER POST WITH TIE AT 24"

O.C. (TYPICAL). SEE GATE POST SCHEDULE IN

SPECIFICATIONS

+7'-0"

TYPICAL

LATCH FOR PADLOCK

CANE BOLTS

3/8" TIE RODS WITH WELDED CLIPS

AND TURN BUCKLES

GATE POST, LINE POST AND FOOTINGS PER SPECS

TYPICAL

C3 A501

'-0

10'-0" O.C. MAX.

1/4" x 3/4" STRETCHER

BAR WITH BANDS AT

12" O.C.

1 5/8" DIAMETER

MINIMUM SCHEDULE

40 GALVANIZED

TOP-RAIL (TYPICAL)

FOLD OVER KNUCKLE-

KNUCKLE W/ TIES AT 12"

O.C. TOP AND BOTTOM

GATE FRAME TO BE

CONSTRUCTED OF

2" SCHEDULE 40

HOT-DIP

GALVANIZED

MESH WITH MINIMUM

80% OPENING

3/8" DIA. GALVANIZED

ROD BRACING AT FENCE

ENDS WITH TURN

BUCKLE (TYPICAL)

1 5/8" DIAMETER

BRACE RAIL AT

CORNER & ENDS.

+7'-0"

TYPICAL

(E) CONCRETE WALK

COMPACTED FILL

SEE PLAN FOR WIDTH

FLUSH TRANSITION

TO EXISTING WALK

WITH TOOLED EDGES

EXISTING

GRADE

DRILL 1/2" DIAMETER HOLES x 6" AT 24" O.C.

IN EXISTING CONCRETE WALK

#4 DOWELS x 18" LONG

DRILL INTO

(E) WALK.

1'-0" 6"

6" M

ES 4"

SCALE: 1/2" = 1'-0"C1 TRASH ENCLOSURE GATES

SCALE: 3/4" = 1'-0"A1 TRASH ENCLOSURE SECTION

SCALE: 1 1/2"= 1'-0"D5 PARKING SIGNAGE

SCALE: 1" = 1'-0"A4 CONCRETE JOINTS

SCALE: 1 1/2"= 1'-0"A3 CONCRETE CURB

SCALE: 1" = 1'-0"A4 CONCRETE WALK

SCALE: 1/8" = 1'-0"B5 ACCESS SYMBOL

SCALE: 1/8" = 1'-0"A5 TRUNCATED DOMES

SCALE: 1 1/2"= 1'-0"C3 CHAINLINK FENCE FOOTING

SCALE: 1/2" = 1'-0"D1 DOUBLE GATE ACCESSIBLE

SCALE: 1/8" = 1'-0"B3 WHEEL STOP

SCALE: 1/2" = 1'-0"D3 CHAINLINK GATES

SCALE: 1/2" = 1'-0"D2 CHAINLINK FENCE PANEL

SCALE: 3/4" = 1'-0"C4 CONC WALK TO (E) WALK

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

A-502

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

SITE DETAILS

/6/

6" 1'-2"

1'- 3"

TYPICAL

6" 1'-

1/2

1/2" 1/2"

1 1/2" PIPE RAIL

(WHERE OCCURS)

CHAMFERED EDGE

NON-METALLIC

NON-SHRINK

GROUT

#4 HORIZONTAL

#4 VERTICAL AT 18" O.C.

#4 DOWELS AT 18" O.C.

CONCRETE WALK

PREFORMED OR

CORED DRILLED POST

1'-0"

TREAD

WIDTH

1'-0"

1'- 6"

2'-

1'-

1'-0"

1'- 0"

2'-

5" 8"

4" 4"

1/2

1/2" 1/2" 6"

AMERICAN SAEFTY

TREAD NOSING

#FA-211D (TYPICAL

EACH STAIR NOSING)

#4 DOWELS

AT 18" O.C.

PREFORMED OR CORED DRILLED POST

SET IN NON-METALLIC, NON-SHRINK GROUT

#4 HORIZONTAL

EACH STEP WITH

1" CLEARANCE

(TYPICAL)

#4 BARS AT 18" O.C.

1 1/2" PIPE

RAIL. SEE

SPECIFICATIONS

CONCRETE SLAB

THICKENED EDGE

CONCRETE STEPS3"

2'- 0"1/2

EQUAL EQUAL

1/2" 1/2"

CHAMFERED

EDGE (TYPICAL

BOTH SIDES)

CONCRETE RETAINING

WALL

CONCRETE WALKWAY

#4 BARS TOP AND BOTTOM#4 BARS TOP AND BOTTOM

#4 BARS DOWELS AT 18" O.C.

1 1/2" PIPE RAIL

(WHERE OCCURS)

NON-METALLIC

NON-SHRINK

GROUT

PREFORMED OR

CORED DRILLED POST

1'-0" EQUAL EQUAL EQUAL

4'-0" MAX

2'-10" 2'-10" 6"

1'-0" 1'-6"4"2'-

1'- 0"

1 1/2" DIAMETER SCHEDULE

40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

CONCRETE CURB

CONCRETE WALKWAY

1'-

2'-

" 2'-

EQUAL EQUAL EQUAL

4'-0" MAX

1 1/2" DIAMETER SCHEDULE

40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

CONCRETE WALK BEYOND

INDICATED BY DASHED LINECONCRETE RETAINING WALL

TOP OF FINISH CONCRETE

LINE OF BUILDING

2'-

1'-0"EQUAL EQUAL EQUAL

4'-0" MAX

1'- 0"

EQUAL EQUAL EQUAL

4'-0" MAX

2'-

1'- 6"

1'- 0"

4" 1'-6"

1'-0"

1 1/2" DIAMETER SCHEDULE

40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

CONCRETE RETAINING WALL

2'-

1'-0" EQUAL EQUAL EQUAL

4'-0" MAX

1'- 0"

4" 1'-

6" 1'-

1 1/2" DIAMETER SCHEDULE

40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

2'- 9"

1'- 0"

1'- 9"

2'-0"

3'-0"

#4 HORIZONTAL

#4 VERTICAL AT 18" O.C.

#4 DOWELS AT 18" O.C.

EASE EDGES

TYPICAL BOTH SIDES

CONCRETE WALK

A1 A-502 A1

A-502

-2'-0"

BASEMENT/FOUNDATION

±0"

FIRST FLOOR

8" 5'-0" 8" 8" 5'-0" 8"

SIMILAR SIMILAR

1 1/2" DIAMETER SCHEDULE

40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

SIMILAR

ACCESSIBLE PARKING SIGNAGE

IN BACKGROUND

A1 A-502

#12 TAMPER

RESISTANT SCREW

2.496 I.D. SCHEDULE 40

GALVANIZED STEEL PIPE

SLEEVE. INSTALL 6" LONG x

1/2" DIAMETER GALVANIZED

STEEL ROD OR ALL THREAD

SUPPORT THROUGH PIPE

1" PVC PIPE. ALLOW TO

DRAIN INTO GRAVEL.

3/4" GRAVEL

2 3/8" O.D. SCHEDULE 40

GALVANIZED PIPE

CONCRETE PAVING

1'-0" WIDE

CONCRETE CURB.

EASE EDGES

SLOPED TURF

1'- 0"

6" 6"

1'-0" 6" 6"

1'- 6"

#12 TAMPER

RESISTANT SCREW

2.496 I.D. SCHEDULE 40

GALVANIZED STEEL PIPE

SLEEVE. INSTALL 6" LONG x

1/2" DIAMETER GALVANIZED

STEEL ROD OR ALL THREAD

SUPPORT THROUGH PIPE

1" PVC PIPE. ALLOW TO

DRAIN INTO GRAVEL.

3/4" GRAVEL

2 3/8" O.D. SCHEDULE 40

GALVANIZED PIPE

CONCRETE PAVING

AT ACCESS RAMP

1'-0" WIDE

CONCRETE CURB.

EASE EDGES

SLOPED TURF

1'- 6"

6" 6"

1'- 0"

1'-0" 6" 6"

EQUAL EQUAL EQUAL EQUAL EQUAL

4'-0" MAX

2'-

4" 1'-

6" 1'-

1 1/2" DIAMETER SCHEDULE

40 STEEL PIPE RAIL. PAINTED

PER SPECIFICATIONS

TOP OF

FINISH

CONCRETE

SCALE: 1" = 1'-0"A1 RETAINING WALL

SCALE: 3/4" = 1'-0"B5 CONCRETE STAIRS

SCALE: 1" = 1'-0"B4 CONCRETE CURB

SCALE: 1/2" = 1'-0"C4 WALKWAY 1

SCALE: 1/2" = 1'-0"B2 WALKWAY 2

SCALE: 1/2" = 1'-0"D2 WALKWAY 3

SCALE: 1/2" = 1'-0"C2 WALKWAY 4

SCALE: 1" = 1'-0"D5 CONCRETE BENCH

SCALE: 1/2" = 1'-0"A4 WALKWAY SECTION

SCALE: 1" = 1'-0"D1 SIGN POST 1

SCALE: 1" = 1'-0"C1 SIGN POST 2

SCALE: 1/2" = 1'-0"A2 WALKWAY 5

JOSEPH E. ZASOSKI, AIA

ARCHITECT C-36742

MANUEL MALDONADO JR., AIA

ARCHITECT C-36294

SHEET TITLE

SHEET IDENTIFICATION NUMBER

SHEETS IN SET 87

JOB NUMBER:

2361.00

CAD DRAWING FILE:

2361 COS Aquatic Center-Modular CD27

DRAWN BY:

A.S.

CHECKED BY:

L.A.

CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING

WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS

SHEET ARE THE PROPERTY OF THE ARCHITECT.

ORDIZ-MELBY ARCHITECTS

A PROFESSIONAL CORPORATION

NEW AQUATICS

CENTER BUILDING

269 POSO AVE,

SHAFTER, CA 93263

FOR:

CITY OF SHAFTER

MARK DATE DESCRIPTION

A-503

OCTOBER 31, 2023

JEANINE S. BERTOLACCINI

C-35596

SITE DETAILS

/6/

2'- 6"

1'-3" 1'-3"

1'- 3"

1" 1'-2"

1/2" 1'-9 1/2"

45°

TYP

18 GAUGE AEP-SPAN MINI-V-BEAM METAL

ROOF DECKING. ATTACH PANELS TOP &

BOTTOM AT 16" O.C. AND AT 24" O.C. AT MID-

SPAN. MECHANICALLY ATTACH TO FRAME AT

EVERY FLUTE. COLOR BY ARCHITECT

3/4" DIAMETER

GALVANIZED STEEL BAR

WITH 4" HANDLE

1" I.D. x 2" LONG GALVANIZED

PIPE SLEEVE. WELD TO STEEL

PLATE. TYPICAL OF 4. PRIME AND

PAINT

1/2"

RADIUS

TYPICAL

PADLOCK

HASP

1/4" GALVANIZED STEEL

PLATE WELDED TO

ANGLE. PRIME AND

PAINT

1/4"

TS 4x3x3x3/16

18 GAUGE AEP-SPAN MINI-V-BEAM

METAL ROOF DECKING. ATTACH

PANELS TOP & BOTTOM AT 16" O.C.

AND AT 24" O.C. AT MID-SPAN.

MECHANICALLY ATTACH TO FRAME

AT EVERY FLUTE

POSITION STOP BAR AND

ASSOCIATE BLOCKS RO

ALLOW GATE TO SWING OUT

105 DEGREES

STOP BAR

STOP BAR BLOCK

WELDED TO

STATIONARY PIPE

TYPICAL

6" DIAMETER

STANDARD PIPE

FILLED WITH

CONCRETE

8" DIAMETER

DOUBLE EXTRA

STRONG PIPE

STOP BAR

6" DIAMETER STANDARD

PIPE FILLED WITH

CONCRETE

THIS SECTION OF

PIPE NOT TO BE

WELDED TO

VERTICAL POST

ZERK GREASE

FITTING

TS 4x3x1/4" OFFSET SECTION CUT

TO MATCH RADIUS OF HINGE

TS 4x3x3/16"

1/4" 1/4"

1/4"

1/4" 1/4" 1/4"

1/4"

TYP

1/4" END PLATE1/8" DRILLED

HOLE TYPICAL

1/4"

TS 4x3x3/16"

TYP

8" DIAMETER

DOUBLE

EXTRA

STRONG PIPE

METAL ROOF

DECKING SIDING

2x2 GALVANIZED STEEL ANGLE.

PRIME AND PAINT TYPICAL

B3 A-501

1'-6"

'-0

L 2'-

9'-0"

(TYPICAL)

4" WIDE WHITE

PARKING

STRIPING

(TYPICAL)

SCALE: 1' = 1'-0"C5 GATE LATCH

SCALE: 1' = 1'-0"A5 GATE HINGE

SCALE: 3/16" = 1'-0"D4 TYPICAL PARKING

NEW AQUATICS CENTER BUILDING - SITE SET

G-001 GENERAL INFORMATION

A-110 SITE PLAN-DEMOLITION

A-112 SITE PLAN

A-113 SITE PLAN - ENLARGED

A-114 SITE PLAN - CONCRETE JOINTS

A-501 SITE DETAILS

A-502 SITE DETAILS

A-503 SITE DETAILS

File details come from the government source that posted it. Updated Jun 30, 2025.