2024-09-10; City Council; 08; Monroe Street Pool Renovation and Replacement Project Plans, Specifications and Contract Documents, Appropriation of Construction Funding, and Authorization to Advertise — Carlsbad City Council, September 10, 2024 (part 1 of 11)

CA Review GH
Meeting Date: Sept. 10, 2024
To: Mayor and City Council
From: Scott Chadwick, City Manager
Staff Contact: Steven Stewart, Municipal Projects Manager [email protected], 442-339-2938
Kyle Lancaster, Parks & Recreation Director
[email protected], 442-339-2941
Subject: Monroe Street Pool Renovation and Replacement Project Plans, Specifications and Contract Documents, Appropriation of Construction Funding, and Authorization to Advertise the Project for Construction Bids District: 1
Recommended Actions
Adopt a resolution approving the Monroe Street Pool Renovation and Replacement Project’s plans, specifications and contract documents, appropriating $18,158,361 in construction funding, and authorizing the City Clerk to advertise the project for construction bids.

Executive Summary
Monroe Street Pool, located next to Carlsbad High School in northern Carlsbad, was built in 1982 and now requires significant repairs and upgrades to remain operational and compliant with health and safety and building codes. City staff developed three options, ranging from the bare minimum to keep the pool operational and compliant to an option that would increase the pool complex’s capacity, use and lifespan. Based on community input, the City Council voted in 2021 to pursue the latter option.

Because certain projects over $1 million require voter approval, the City Council put a measure on the ballot for the Monroe Street Pool Renovation and Replacement Project in November 2022, which was approved. Since that time, staff have completed all the work needed to get the project ready to be put out for construction bids, including obtaining a detailed cost estimate.

To date, the City Council has approved $4.8 million for the project. An additional $18.16 million is needed for construction, which is expected to take about a year and a half once the work gets underway.

Carlsbad Municipal Code Section 3.28.080(E) requires City Council approval of plans, specifications and contract documents of projects when the expected value of work is more than $200,000.

Sept. 10, 2024
Item #8 Page 1 of 15

Explanation & Analysis
Starting in 2015, the City Council has taken several actions to address this need for repairs and upgrades for the pool.

Past City Council actions
June 30, 2015 Approved adding the Monroe Street Pool Renovation/Replacement Project, to the fiscal year 2015-16 Capital Improvement Program as Project No. 4724.

April 9, 2019 Authorized a $674,577 agreement with the design firm LPA Inc. for architectural and engineering design services for the project. (Resolution No. 2019-049) Jan. 26, 2021 Approved a motion selecting design concept three for the project and directing staff to pursue placing an expenditure measure on the June 7, 2022, primary election ballot.

Feb. 22, 2022 Deferred the timing of the ballot measure. (Resolution No. 2022-049) April 26, 2022 Approved a motion directing staff to prioritize maintenance and repairs to keep the pool facility functioning until the project was ready to build.

June 21, 2022 Placed the measure on the Nov. 8, 2022, general election ballot. (Resolution No. 2022-156).

Feb. 14, 2023 Amended the agreement with LPA Inc. to develop the final design and construction plans and specifications for the project. (Resolution No. 2023-055) Public input
Monroe Street Pool users have reported concerns to the city in recent years about the condition of the facility and the need for more pool lanes overall in Carlsbad. Neighbors of the Monroe Street Pool have also contacted the city over the years with concerns related to abating noise.

City staff used this background along with other input gathered from pool users and neighbors, to develop three options for the project. Option one is the bare minimum to keep the pool operational; option two was to modernize the pool but keep it the same size, while option three was to increase the pool’s size and configuration to provide 50% more lanes and include added solar energy opportunities, a new mechanical room and family restrooms, a reconfigured lobby, first aid and administrative offices, meeting space, a larger parking lot and several other features.

Between Aug. 31 and Sept. 30, 2020, staff sought feedback on the options, including the features, timeframe to complete, costs and expected lifespan of the improvements.

In all, 944 community members provided a total of 23,964 responses to an online survey seeking feedback about the options. The city also gathered 591 open-ended comments from the public during this time. Nearly half of the respondents – 47% – were from District 1, followed by 25% from District 2, 15% from District 3 and 14% from District 4. Opinions did not differ significantly among respondents from different districts.

Based on this input, the most important features of a renovated or new Monroe Street Pool facility were:
• A larger pool size
• More availability for lap swimming
• More use of solar
Sept. 10, 2024
Item #8 Page 2 of 15

When asked about the tradeoffs among the three options, most respondents favored making the pool complex as good as it can be now, so the city does not need to come back later to make more upgrades.

In January 2021, staff presented the options and community feedback to the City Council. The City Council voted to proceed with the community’s preferred concept, option three, which had the highest cost but maximized the capacity, use and lifespan of the pool complex.

Project description
The Monroe Street Pool Renovation and Replacement Project includes the following features:
• Larger and reconfigured pool with 50% more lanes
• New 8-foot wall with metal gates along Monroe Street to reduce sound for the surrounding neighborhood
• Larger pool deck with lockers and outdoor showers
• Renovated locker rooms
• More shade
• More bleachers
• Larger parking lot
• Addition of an outdoor entrance for competitions (instead of going through the lobby to get to the pool)
• Family restrooms
• Reconfigured lobby, first aid and administration offices and a room that can be used for meetings and small gatherings like birthday parties
• All new pool tile, plaster, piping, pool deck, drainage, pumps and filters • New building for pool equipment with separate entrance for service vehicles so they don’t take up space in the parking lot
• Replacement of existing solar water heating system and installation of rooftop solar panels to generate electricity

Sept. 10, 2024
Item #8 Page 3 of 15
Monroe Street Pool
33-meter pool,
15 lanes (7' 3")
More parking spaces
Family restrooms
, Sports lighting
Shade
Exterior entrance/exit
Locker rooms, reception,
office space

Voter approval
In Carlsbad, spending over $1 million in general city funds for certain types of construction projects requires voter approval. The City Council put the following measure on the Nov. 8, 2022, ballot:

Measure J
Do the voters of the City of Carlsbad approve spending existing city funds from various sources, including the General Fund, in an amount to exceed $1 million for the Monroe Street Pool Renovation/Replacement Project located at 3401 Monroe Street for an estimated cost range of $22 million up to $24 million, adjusted annually by the percentage increase in the regional construction cost index? The measure was approved. Following voter approval, the City Council directed staff to proceed with a final design, and the construction plans and specifications, and then develop an updated cost estimate. Staff have completed this work.

Regional Construction Cost Index
Measure J authorized the city to spend up to $24 million, adjusted annually based on the regional construction cost index. This index tracks inflation specifically for the construction industry. The regional construction cost index for 2023 was 9.4%.

Approved spending
2022 Voter approved use of city funds $24.00 million
2023 Regional construction cost index 9.4%
2024 Funds authorized in today’s dollars $25.02 million Fiscal Analysis
The total cost of the Monroe Street Pool Renovation and Replacement Project is estimated at $22,969,126, which is within the amount approved by voters.

Available funding sources
Different types of city funds come with different restrictions on how they can be spent. The following funds could be used to pay for the construction of the Monroe Street Pool project:

Northwest Park Development (Park-In-Li
eu) Fund
When residential developers build projects of a certain size in Carlsbad, they pay fees to help fund the infrastructure and amenities new residents will need. The fees for parks and recreation amenities are called park in lieu fees. These funds are collected by region of the city and may only be used for projects in that region.

Public Facilities Fund
Money in this fund is collected by developers to be used for civic facilities, park development, streets, traffic signals and other similar uses.

Infrastructure Rep air and Replacement Fund
The city sets aside a percentage of its annual budget each year to fund future infrastructure needs. This money can pay for maintaining or replacing city facilities and other infrastructure.

Sept. 10, 2024
Item #8 Page 4 of 15

General Capital Construction Fund
The city also sets aside money each year to save up for major construction projects that cannot be paid for through other more restricted funds. For example, money the city collects through the gas tax is restricted to paying only for road projects. Therefore, the city would first use gas tax funds to pay for a road project. The city would only consider other funding sources if there weren’t enough money in the gas tax fund.

General Fund
The city’s General Fund is used to carry out the essential day-to-day services of local government, like police and fire protection, street maintenance and library operations.

The main sources of money for this fund are the city’s portion of sales tax and property tax, as well as the tax visitors pay when they stay in local hotels and short-term vacation rentals. The City Council has the greatest discretion over how money in the General Fund is spent.

Funding to date
The City Council has appropriated the following funding for the Monroe Street Pool Renovation and Replacement Project

Funding appropriated to date
General Capital Construction Fund $236
Infrastructure Replacement Fund $1,748,766
Park Development (Park-In-Lieu) Fund - Northwest $3,061,765 TOTAL $4,810,765*
Design and Permitting Services (completed) -$2,348,791
REMAINING $2,461,974
* Actual amount (individual fund dollar amounts have been rounded)

Construction cost estimate
Completing the project’s final design, plans and specifications has allowed staff and consultants to develop a more detailed construction cost estimate:

Monroe Street Pool Renovation and Replacement Project
Construction contract (estimated)* $16,668,000
Construction contingency (10%) $1,666,800
Construction management and inspection costs, furnishings, neighborhood outreach during construction (estimated) $2,285,535 CONSTRUCTION COST ESTIMATE $20,620,335
FUNDS ALREADY APPROPRIATED -$2,461,974
ADDITIONAL APPROPRIATION NEEDED $18,158,361
* Actual construction costs depend on the bids received.

Sept. 10, 2024
Item #8 Page 5 of 15

Funding considerations
When more than one funding source is available, staff consider the following:
• Which fund is most appropriate based on the nature of the project • What other projects may be drawing from these funds in the next five years • The fund’s balance today and projected balance in five years Approximately one-third of the project’s scope of work is associated with core maintenance, repair and refurbishment needs of the 42-year-old facility. The funding for that one-third of the project, which is estimated to cost over $6 million, would be needed regardless of whether other elements of the project were included. The other approximately two-thirds of the project’s scope of work is associated with expanding, enhancing and modernizing the facility.

After considering other planned projects that may use the available funding sources over the next five years, staff recommend one-third of the construction funding for the Monroe Street Pool Renovation and Replacement Project come from the Infrastructure Repair and Replacement Fund and two-thirds of the construction funding come from the General Capital Construction Fund.

Balance
today
5-year
projection
Recommended
appropriation
Public Facilities Fees Fund $28 M $35 M none
Infrastructure Replacement Fund $63 M $34 M $6,052,787
General Capital Construction Fund $31 M $37 M $12,105,574 General Fund Reserve $131 M $141 M none

Operating Costs
The city’s Finance Department considers not just the construction cost of a new or expanded facility, but the cost to operate and maintain the facility in the future. The operating expenses for the renovated and expanded facility are projected to increase by approximately $370,000 a year due to the facility’s increase in size, capacity, programming and maintenance costs.

Staff expect this increase in annual operating expenses would be fully offset by an increase in revenues resulting from greater use of the facility by community members, and the implementation of fees consistent with that of the Alga Norte Aquatic Center. A recreation planning and operations consulting firm has independently reviewed staff’s calculations and validated the expectation of a net cost neutrality over current budget.

Sept. 10, 2024
Item #8 Page 6 of 15

Next Steps
With the City Council’s approval, the City Clerk will advertise the construction project for bids.

Staff anticipate returning to the City Council in early 2025 to request the award of a contract for the construction and a contract for the construction management and inspection services.

Construction is expected to take about a year and a half, with completion expected in summer 2026.

Environmental Eval uation
On July 19, 1977, the City Council certified the environmental impact report (EIR-380) for the Monroe Street Pool, at the time identified as the “community swimming pool.” The project is within the scope of the prior environmental document and no further environmental documentation is required per California Environmental Quality Act Guidelines Section 15162.

The conditional use permit (CUP-158) and the certified environmental impact report (EIR-380) for the Community Swim Complex allowed for larger pool(s), building(s) and parking lots than what was originally constructed. All applicable mitigation measures contained in the prior environmental document have either been satisfied previously and/or were made conditions of approval of the project’s approved conditional use permit. There have not been substantial changes to the circumstances under which the project is undertaken and there have been no new significant environmental effects that would modify or change any mitigation measures.

The pool operates in conjunction with the existing school facility, and the proposed changes do not result in new significant impacts or a substantial increase in the severity of previously identified impacts because the site and neighborhood context have not changed. Projects constructed by the school district since the pool was constructed have not impacted pool operations. The changes to the pool will have no impact to the adjacent school facilities. The mitigation measures to reduce impacts remain in place and are adequate to maintain the same level of significance studied in the previous environmental impact report, therefore none of the situations in Section 15162(a) exist and no additional environmental review is necessary. The certified environmental impact report and mitigation measures are on file for review at the Planning Division.

The City Planner determined on Feb. 7, 2023, that design concept three was consistent with the approved conditional use permit for the Community Swim Complex (the former name of the Monroe Street Pool facility), as shown in Exhibit 3.

Exhibits

1. City Council resolution

2. Plans, specifications and contract documents (on file in the Office of the City Clerk)

3. City Planner’s consistency determination with conditional use permit, dated Feb. 7, 2023

Sept. 10, 2024
Item #8 Page 7 of 15
Exhibit 1
Sept. 10, 2024
Item #8 Page 8 of 15
RESOLUTION NO. 2024-214

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, APPROVING THE MONROE STREET POOL RENOVATION AND

REPLACEMENT PROJECT'S PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS, APPROPRIATING $18,158,361 IN CONSTRUCTION FUNDING,

AND AUTHORIZING THE CITY CLERK TO ADVERTISE THE PROJECT FOR

CONSTRUCTION BIDS
WHEREAS, the City Council of the City of Carlsbad, California has determined it necessary, desirable and in the public interest to construct the Monroe Street Pool Renovation and Replacement Project as designed; and
WHEREAS, on Feb. 14, 2023, the City Council adopted Resolution No. 2023-055, authorizing the execution of Amendment No. 3 to the agreement with LPA Inc. to prepare design and construction plans and specifications for the Monroe Street Pool Renovation and Replacement Project, Capital Improvement Program Project No. 4724, and
WHEREAS, the City Council of the City of Carlsbad, California has determined that the plans, specifications and contract documents for the Monroe Street Pool Renovation and Replacement Project have been completed to the satisfaction of staff; and WHEREAS, the plans, specifications and contract documents for the project are on file at the City Clerk's Office and are incorporated by reference; and WHEREAS, an additional appropriation in the amount of $18,158,361, to be funded with $6,052,787 from the Infrastructure Repair and Replacement Fund, and $12,105,174 from the General Capital Construction Fund, is needed to fund the construction of the project; and WHEREAS, on July 19, 1977, the City Council certified the Environmental Impact Report (EIR- 380) for the Monroe Street Pool, at the time identified as the "community swimming pool"; and WHEREAS, the Monroe Street Pool Renovation and Replacement Project, Concept 3, is within the scope of the prior environmental document and no further environmental documentation is required in accordance with California Environmental Quality Act Guidelines Section 15162; and WHEREAS, the City Planner determined on Feb. 7, 2023, that design concept three was consistent with the approved conditional use permit for the Community Swim Complex, the former name of the Monroe Street Pool facility .

Sept. 10, 2024
Item #8 Page 9 of 15
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:

1. That the above recitations are true and correct.

2. That the plans, specifications and contract documents for the Monroe Street Pool Renovation and Replacement Project, Capital Improvement Program Project No. 4724, are approved and on file at the City Clerk's Office.

3. That the City Manager or designee is authorized to appropriate $18,158,361 to Project No. 4724 to be funded as follows: $6,052,787 from the Infrastructure Repair and Replacement Fund and $12,105,574 from the General Capital Construction Fund.

4. That the City Clerk is hereby authorized and directed to publish, in accordance with state law and Carlsbad Municipal Code Section 3.28.080((), a notice to contractors inviting bids for construction of the Monroe Street Pool Renovation and Replacement Project, Project No. 4724, in accordance with the plans, specifications and contract documents referred to herein.

PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 10th day of September, 2024, by the following vote, to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

BLACKBURN, BHAT-PATEL, ACOSTA, BURKHOLDER, LUNA.

NONE.

NONE.
\
KEITH B CKBURN, Mayor
(JJl
SHERRY FREISINGER, City Clerk
(SEAL)
Exhibit 2
Plans
, specifications and contract documents
(on file in the Office of the City Clerk)
Sept. 10, 2024
Item #8 Page 10 of 15
Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
1ST PLAN CHECK SUBMITTAL 01/29/2024
2ND PLAN CHECK SUBMITTAL 05/01/2024
3RD PLAN CHECK SUBMITTAL 07/21/2024
4TH PLAN CHECK SUBMITTAL 08/09/2024

PROJECT NUMBER

NOT FOR CONSTRUCTION

ARCHITECTURE ENGINEERING INTERIORS

LANDSCAPE ARCHITECTURE PLANNING
949-261-1001 Office
LPADesignStudios.com
5301 California Avenue, Suite 100
Irvine, California 92617
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008
1902710
3RD PLANCHECK SUBMITTAL
08/09/2024
08/09/2024
Exhibit 2

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CI CAST IRON

CIP CAST IN PLACE

CIV ENG CIVIL ENGINEER

CG CORNER GUARD

CJ CONTROL JOINT

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CNTR COUNTER

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

DA DISABLED ACCESS

DBL DOUBLE

DEPT DEPARTMENT

DESC DESCRIPTION

DF DRINKING FOUNTAIN

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DR DOOR

DWR DRAWER

DS DOWNSPOUT

DSP DRY STANDPIPE

DWG DRAWING
E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXPO EXPOSED

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLASH FLASHING

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOV FACE OF VENEER (BRICK OR

PRECAST)

FOW FACE OF WALL

FR FIRE RETARDANT

FPRF FIREPROOF

FS FINISH SURFACE

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAND ARCH LANDSCAPE ARCHITECT

LAV LAVATORY

LKR LOCKER

LT LIGHT

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MUL MULLION

N NORTH

NIC NOT IN CONTRACT
NO/# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OA OUTSIDE AIR

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

OSA OUTSIDE AIR

PA PLANTING AREA

PRCST PRECAST

PH PANIC HARDWARE

PL PLATE

P LAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

POT PATH OF TRAVEL

PR PAIR

PT PAINT

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION PAPER

TOWEL DISPENSER &

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL

RECEPTACLE

QT QUARRY TILE

R RISER

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

RGTR REGISTER

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RWD REDWOOD

RWL RAIN WATER LEADER

S SOUTH

SC SOLID CORE

SCD SEAT COVER DISPENSER

SCHED SCHEDULE

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SH SHELF

SHR SHOWER

SHT SHEET

SIM SIMILAR

SND SANITARY NAPKIN

DISPENSER

SNR SANITARY NAPKIN

RECEPTACLE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

S SK SERVICE SINK

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL
& AND
∠ ANGLE
@ AT
℄ CENTERLINE
∅ DIAMETER OR ROUND
# POUND OR NUMBER
(E) EXISTING
(P) PAINT
(R) REMOVE
+/- DIM TOLERANCE

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ACOUS ACOUSTICAL

ACM ALUM COMPOSITE MATERIAL

ACT ACOUS CLG TILE

AD AREA DRAIN

AED AUTO EXT DEFIBRILLATOR

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASF ASSIGNABLE SF

ASPH ASPHALT

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BM BEAM

BOC BACK OF CURB

BOT BOTTOM

BO BOTTOM OF

BOC BACK OF CURB

BOW BOTTOM OF WALL

BS BOTTOM OF SLOPE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GYP GYPSUM

HB HOSE BIB

HC HOLLOW CORE

HDWD HARDWOOD

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HGT/HT HEIGHT

T TREAD

TB TOWEL BAR

TC TOP OF CURB

TEL TELEPHONE

TER TERRAZZO

T&G TONGUE & GROOVE

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOW TOP OF WALL

TOP TOP OF PARAPET

TPD TOILET PAPER DISPENSER

TS TOP OF SLOPE

TV TELEVISION

TYP TYPICAL

UNF UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE
W WEST

W/ WITH

WC WATER CLOSET

WD WOOD

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

COLUMN LINES
0 0

SURFACE DRAINAGE

ARROW INDICATES

DIRECTION OF FLOW
N

PROJECT NORTH

BUILDING SECTION
1 A101
TYP

SECTION ID

SHEET NUMBER
1 A101 TYP

WALL SECTION

SECTION ID

SHEET NUMBER

DETAIL CALLOUTS

DETAIL ID

SHEET NUMBER
1 A101
SIM

DETAIL SECTION

DETAIL ID

SHEET NUMBER
1 A101
SIM

DETAIL REFERENCE

DETAIL ID

SHEET NUMBER
1 A101
SIM

INTERIOR ELEVATIONS

DETAIL ID

SHEET NUMBER
A
C
SIM
D BA101

DOOR DESIGNATION

ROOM DESIGNATION

ROOM NUMBER

ROOM AREA
1REVISION CLOUD &

TAG (OPTIONAL
SA2U
1t

SHADED PORTION POINTS

TO SIDE REFERENCED

DATUM POINT

KEYNOTE

WALL TYPE

WINDOW TYPE
TYP.
?

MATCH LINE
SEE SHEET A101
Name
Elevation

LEVEL LINE, CONTROL POINT
EL: 12'-8" = ELEVATION/SECTION

STAIR DIRECTION
DN
UP

CENTER LINES, FLOOR LINES

HIDDEN CONSTRUCTION FEATURE

BREAK LINE
####
FINISH TAG XX -##
EQUIPMENT TAG 1i

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. The
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

Project documents describe the design intent of the work and are not a representation of as-built or existin g
conditions. LPA is not responsible for any discrep ancies between the project documents and the existing
conditions.
© LPA, Inc.

Submittal Date
100% SCHEMATIC DESIGN 06/27/2023
100% DESIGN DEVELOPMENT 09/01/2023
50% CONSTRUCTION DOCS 11/13/2023
1ST PLAN CHECK SUBMITTAL 01/29/2024
2ND PLAN CHECK SUBMITTAL 05/01/2024
3RD PLAN CHECK SUBMITTAL 07/21/2024
4TH PLAN CHECK SUBMITTAL 08/09/2024

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

SHEET INDEX
G0.10
MD
MONROE ST. POOL REPLACEMENT

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL INFORMATION
G0.00 COVER SHEET
G0.10 SHEET INDEX
G0.20 GENERAL PROJECT INFORMATION
G0.40 CALGREEN (CA)
G0.41 CALGREEN (CA)
G0.42 CALGREEN (CA)
G2.10 CODE ANALYSIS
G2.11 EGRESS PLAN
G0.31 TYPICAL ACCESSIBILITY NOTES AND DETAILS
G0.32 TYPICAL ACCESSIBILITY NOTES AND DETAILS
CIVIL
C1 TITLE SHEET
C2 CIVIL NOTES
C3 EXISTING CONDITIONS
C4 DEMOLITION PLAN
C5 GRADING PLAN
C6 GRADING ENLARGEMENT
C7 STORM DRAIN PLAN
C8 UTILITY PLAN
C9 HORIZONTAL CONTROL AND PAVING PLAN
C10 DETAILS
C11 DETAILS
C12 SINGLE SHEET BMP SITE PLAN

LANDSCAPE
L0.01 LANDSCAPE NOTES AND SCHEDULE
L0.02 LANDSCAPE NOTES AND SCHEDULE
L1.01 MATERIALS PLAN
L1.02 LAYOUT PLAN
L3.01 ENLARGEMENT PLAN
L4.01 SECTIONS AND ELEVATIONS
L4.02 SECTIONS AND ELEVATIONS
L4.03 SECTIONS AND ELEVATIONS
L4.04 SECTIONS AND ELEVATIONS
L5.01 CONSTRUCTION DETAILS
L5.02 CONSTRUCTION DETAILS
L5.03 CONSTRUCTION DETAILS
L5.04 CONSTRUCTION DETAILS
L5.05 CONSTRUCTION DETAILS
L5.06 CONSTRUCTION DETAILS
L5.07 CONSTRUCTION DETAILS
L5.08 CONSTRUCTION DETAILS
L5.09 CONSTRUCTION DETAILS
L5.10 CONSTRUCTION DETAILS
L5.11 CONSTRUCTION DETAILS
L5.12 CONSTRUCTION DETAILS
L6.01 IRRIGATION PLAN
L6.02 IRRIGATION LEGEND
L6.03 IRRIGATION DETAILS
L6.04 IRRIGATION DETAILS
L6.05 IRRIGATION DETAILS
L6.06 IRRIGATION DETAILS
L7.01 PLANTING PLAN
L7.02 PLANTING DETAILS

ARCHITECTURE
A0.21 SITE PLAN
A0.31 TRASH ENCLOSURE
A1.01 DEMO FLOOR PLAN & RCP BLDG A
A1.02 DEMO ROOF PLAN - BLDG A
A1.03 DEMO ELEVATIONS BLDG A
A2.01 FIRST FLOOR PLAN - BLDG A & B
A2.09 ROOF PLAN - BLDG A & B
A2.11 FIRST FLOOR EDGE OF SLAB PLAN - BLDG A & B
A2.21 FIRST FLOOR FINISHES PLAN - BLDG A & B
A2.31 FIRST FLOOR REFLECTED CEILING PLAN - BLDG A & B
A3.01 EXTERIOR ELEVATIONS - BLDG A
A3.02 EXTERIOR ELEVATIONS - BLDG B
A3.11 BUILDING SECTIONS BLDG A
A3.12 BUILDING SECTIONS BLDG B
A3.20 WALL SECTIONS
A3.21 WALL SECTIONS
A3.22 WALL SECTIONS
A3.23 WALL SECTIONS
A3.24 WALL SECTIONS
A3.26 WALL SECTIONS
A3.27 WALL SECTIONS
A4.01 ENLARGED PLANS & INTERIOR ELEVATIONS
A4.02 ENLARGED PLANS & INTERIOR ELEVATIONS
A4.03 ENLARGED RESTROOM PLANS & ELEVATIONS
A4.04 ENLARGED RESTROOM PLANS & ELEVATIONS
A4.05 ENLARGED RESTROOM PLANS & ELEVATIONS
A4.06 ENLARGED RESTROOM PLANS & ELEVATIONS
A4.07 ENLARGED RESTROOM PLANS & ELEVATIONS
A6.11 DOOR SCHEDULES
A6.21 OPENING TYPES
A6.31 FINISH & EQUIPMENT SCHEDULES
A8.12 EXTERIOR DETAILS
A8.13 EXTERIOR DETAILS
A8.14 OPENING DETAILS
A8.21 ROOF DETAILS
A8.22 ROOF DETAILS
A9.01 PARTITION TYPES
A9.11 INTERIOR DETAILS
A9.12 INTERIOR DETAILS
A9.21 CEILING DETAILS
A9.31 CASEWORK DETAILS
A9.32 CASEWORK DETAILS
A9.41 RESTROOM DETAILS
A9.42 RESTROOM DETAILS
A10.01 SIGNAGE PLAN & SCHEDULE - BLDG A & B
A10.41 SIGNAGE DETAILS

STRUCTURAL

SHEET INDEX

SHEET NUMBER SHEET NAME
AV3.01 AUDIO VISUAL ELEVATIONS
AV4.01 AUDIO VISUAL ONE LINE DIAGRAM
AV5.02 AUDIO VISUAL DETAILS

TECHNOLOGY
T0.01 TECHNOLOGY SYMBOLS AND LEGENDS
T0.02 TECHNOLOGY SITE PLAN
T1.00 TECHNOLOGY OVERALL FLOOR PLAN
T1.01 DEMO FLOOR PLANS - BUILDING A & B
T2.01 TECHNOLOGY FLOOR PLANS - BUILDING A & B
T5.01 TECHNOLOGY DETAILS

AQUATICS
SP-0 SWIMMING POOL AREA PLAN
SP-1 SWIMMING POOL LAYOUT PLAN
SP-2 SWIMMING POOL PIPING PLAN
SP-3 SWIMMING POOL UNDERWATER LIGHTING AND TIMING
PLAN
SP-4 SWIMMING POOL SECTIONS
SP-5 SWIMMING POOL WATER POLO LAYOUT
SP-6 DETAILS
SP-7 DETAILS
SP-8 DETAILS
SP-9 DETAILS
SP-10 DETAILS
SP-11 DETAILS
SP-12 DETAILS
SP-13 DETAILS
SP-14 DETAILS
SP-15 DETAILS
SP-16 DETAILS
SP-17 DETAILS
SP-18 SWIMMING POOL THERMAL SOLAR PLAN
SP-19 DETAILS
SP-20 DETAILS

AQUATICS
MR-1 MECHANICAL ROOM LAYOUT PLAN
MR-2 MECHANICAL ROOM SECTIONS
MR-3 DETAILS
MR-4 DETAILS
MR-5 DETAILS
MR-6 DETAILS
MR-7 DETAILS
MR-8 DETAILS
MR-9 DETAILS
MR-10 DETAILS
MR-11 DETAILS

SPORTS LIGHTING
MT1 NOTES FOUNDATION DETAIL
MS1 POLE DETAILS
MD1 ATTACHMENT DETAILS
MD2 ATTACHMENT DETAILS
MD3 ATTACHMENT DETAILS
SHADE
NC90132-1-1
000

NOTES/ LOM
NC90132-1-2
000

VIEWS AND DETAILS
NC90132-1-3
000

FOOTING DETAILS
NC90132-2-1
000

NOTES/ LOM
NC90132-2-2
000

VIEWS AND DETAILS
NC90132-2-3
000

FOOTING DETAILS
NC90132-3-1
000

NOTES/ LOM
NC90132-3-2
000

VIEWS AND DETAILS
NC90132-3-3
000

FOOTING DETAILS

ABBREVIATIONS SYMBOLS LEGEND SHEET INDEX

SHEET NUMBER SHEET NAME
S0.01 GENERAL NOTES
S0.02 GENERAL NOTES
S0.03 GENERAL NOTES
S1.11 SITE DETAILS
S1.12 SITE DETAILS
S1.13 SITE DETAILS
S1.21 SITE PLAN
S2.01A FOUNDATION PLAN - BLDG A
S2.09A ROOF FRAMING PLAN - BLDG A
S2.09B ROOF FRAMING PLAN - BLDG B
S3.01 ELEVATIONS - BLDG B
S3.02 ELEVATIONS - BLDG A
S3.21 PERF PANEL FRAMING ELEVATIONS AND SECTION
S6.01 TYPICAL FOUNDATION AND SOG DETAILS
S6.02 TYPICAL FOUNDATION AND SOG DETAILS
S6.03 TYPICAL FOUNDATION AND SOG DETAILS
S6.04 TYPICAL FOUNDATION AND SOG DETAILS
S6.05 TYPICAL FOUNDATION AND SOG DETAILS
S6.11 TYPICAL STRUCTURAL STEEL DETAILS
S6.12 TYPICAL STRUCTURAL STEEL DETAILS
S6.13 TYPICAL METAL DECKING DETAILS
S6.14 TYPICAL DECK SUPPORTING DETAILS
S6.61 TYP. CMU WALL ELEVATION AND DETAILS
S6.62 TYP. CMU WALL ELEVATION AND DETAILS
S6.63 TYP CMU WALL DETAILS
S6.81 TYP WOOD FRAMING DETAILS
S6.82 WOOD FRAMING DETAILS
S6.94 TYP EQUIP ANCHORAGE to WOOD
S6.71 TYPICAL LIGHT GAUGE FRAMING SCHEDULES and

ELEVATIONS
S6.72 TYPICAL LIGHT GAUGE METAL FRAMING DETAILS
S6.73 TYPICAL LIGHT GAUGE METAL FRAMING DETAILS 2
S6.74 TYPICAL INTERIOR LIGHT GAUGE FRAMING DETAILS
S6.91 EQUIPMENT ANCHORAGE DETAILS
S6.92 EQUIPMENT ANCHORAGE DETAILS
S6.93 TYP EQUIP ANCHORAGE to WOOD

MECHANICAL
M0.10 MECHANICAL LEGENDS AND GENERAL NOTES
M0.11 MECHANICAL LEGENDS AND GENERAL NOTES
M0.20 MECHANICAL SCHEDULES
M0.30 MECHANICAL TITLE-24 FORMS
M0.31 MECHANICAL TITLE-24 FORMS
M0.32 MECHANICAL TITLE-24 FORMS
M0.33 MECHANICAL TITLE-24 FORMS
M1.01 MECHANICAL DEMO FLOOR PLAN - BLDG A & B
M1.09 MECHANICAL DEMO ROOF PLAN - BLDG A & B
M2.01 MECHANICAL FLOOR PLAN - BLDG A & B
M2.09 MECHANICAL ROOF PLAN - BLDG A & B
M3.01 MECHANICAL PIPING/CONTROLS FLOOR PLAN - BLDG A & B M3.09 MECHANICAL PIPING & CONTROLS ROOF PLAN - BLDG A & B
M6.01 MECHANICAL CONTROL SEQUENCES AND DIAGRAMS
M7.10 MECHANICAL DETAILS AND DIAGRAMS
M7.11 MECHANICAL DETAILS AND DIAGRAMS
M7.12 MECHANICAL DETAILS AND DIAGRAMS

PLUMBING
P0.10 PLUMBING LEGENDS AND GENERAL NOTES
P0.20 PLUMBING FIXTURE AND EQUIPMENT SCHEDULES
P0.21 PLUMBING FIXTURE SCHEDULE & CALCULATIONS
P0.22 PLUMBING T24 BUILDING A
P0.23 PLUMBING T24 BUILDING B
P1.01 PLUMBING DEMO FLOOR PLAN - BLDG A & B
P1.09 PLUMBING DEMO ROOF PLAN - BLDG A & B
P2.01 PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B
P3.01 PLUMBING WATER & GAS FLOOR PLAN - BLDG A & B
P3.09 PLUMBING ROOF PLAN - BLDG A & B
P4.01 PLUMBING ENLARGED PLANS - BLDG A
P4.02 PLUMBING ENLARGED PLANS - BLDG B
P6.10 PLUMBING DETAILS
P6.20 PLUMBING DETAILS

ELECTRICAL
E0.10 ELECTRICAL LEAD SHEET
E0.11 ELECTRICAL LEAD SHEET
E0.20 LIGHTING FIXTURE NOTES AND LCP SCHEDULES
E0.21 LIGHTING FIXTURE SCHEDULE
E1.10 ELECTRICAL SITE PLAN
E1.11 LIGHTING SITE PLAN
E2.01 ELECTRICAL DEMOLITION FLOOR PLAN - BLDG A & B
E2.02 ELECTRICAL FIRST FLOOR PLAN - BLDG A & B
E2.03 MECHANICAL/POWER FIRST FLOOR PLAN - BLDG A & B
E2.04 MECHANICAL/POWER ROOF PLAN - BLDG A & B
E3.01 LIGHTING PLANS
E4.01 ENLARGED ELECTRICAL PLANS
E5.01 SINGLE LINE DIAGRAM AND LOAD FEEDER SCHEDULE
E5.02 PV SYSTEM SINGLE LINE DIAGRAM
E5.03 PANEL SCHEDULES
E5.04 PANEL SCHEDULES
E5.05 PANEL SCHEDULES
E6.01 LIGHTING CONTROL DIAGRAM AND DETAILS
E6.02 LIGHTING CONTROL DIAGRAM AND DETAILS
E6.03 LIGHTING CONTROL DIAGRAMS AND DETAILS
E7.01 ELECTRICAL DETAILS
E7.02 ELECTRICAL DETAILS
E7.03 ELECTRICAL DETAILS
E7.04 PV DETAILS
E7.05 LIGHTING DETAILS
E8.01 ENERGY COMPLIANCE FORMS
E8.02 ENERGY COMPLIANCE FORMS

AUDIO VISUAL
AV0.01 AUDIO VISUAL SYMBOLS AND LEGENDS
AV0.03 AUDIO VISUAL SITE PLAN
AV1.02 AUDIO VISUAL OVERALL FLOOR PLAN
2 203

SHEET INDEX

SHEET NAME

SHEET LABEL
ISSUE DATEG0.00COVER SHEETGENERALG0.10SHEET INDEXG0.20GENERAL PROJECT INFORMATIONG0.32G0.40TYPICAL ACCESSIBILITY NOTES AND DETAILS G2.10G2.11CODE ANALYSIS
A1.01DEMO FLOOR PLAN & RCP BLDG A

ARCHITECTURE
08/09/2024
08/09/2024
08/09/202408/09/2024
08/09/202408/09/202408/09/202408/09/202408/09/2024
A2.01FIRST FLOOR PLAN - BLDG A & B08/09/2024A2.09
MECHANICALM0.10MECHANICAL LEGENDS AND GENERAL NOTES08/09/2024 E0.10ELECTRICAL LEAD SHEETELECTRICAL08/09/2024
E1.10ELECTRICAL SITE PLAN08/09/2024E1.1108/09/2024E2.01LIGHTING SITE PLAN08/09/2024E2.02ELECTRICAL DEMO FLOOR PLAN - BLDG A & B08/09/2024E2.03MECHANICAL/POWER FIRST FLOOR PLAN - BLDG A & B08/09/2024E3.01LIGHTING PLANS08/09/2024 08/09/2024A2.11
08/09/2024A3.01EXTERIOR ELEVATIONS - BLDG A08/09/2024A3.0208/09/2024A3.1208/09/2024A3.20WALL SECTIONS 08/09/202408/09/202408/09/2024ENLARGED RESTROOM PLANS AND ELEVATIONS M0.20MECHANICAL SCHEDULES08/09/2024M0.30MECHANICAL TITLE-24 FORMS08/09/2024M0.3108/09/2024 M2.01MECHANICAL FLOOR PLAN - BLDG A & B08/09/2024M3.01MECHANICAL PIPING/CONTROLS FLOOR PLAN - A & B08/09/2024 M7.1008/09/2024M7.1108/09/2024
MECHANICAL TITLE-24 FORMS

MECHANICAL DETAILS AND DIAGRAMSPLUMBING

SHEET NAME

ISSUE DATE
P0.10PLUMBING LEGENDS AND GENERAL NOTES08/09/2024P0.21PLUMBING FIXTURES AND EQUIPMENT SCHEDULES08/09/2024 P2.01

PLUMBING ENLARGED PLANS - BLDG A
08/09/2024
P4.01

PLUMBING DRAINAGE FLOOR PLAN - BLDG A & B
08/09/2024P6.20

PLUMBING WATER AND GAS FLOOR PLAN - BLDG A & B
08/09/2024
AV0.01AUDIO VISUAL08/09/2024
E0.11ELECTRICAL LEAD SHEET08/09/2024E0.20LIGHTING FIXTURE NOTES AND LCP SCHEDULES08/09/2024E0.21LIGHTING FIXTURE SCHEDULE08/09/2024 E4.01ENLARGED ELECTRICAL PLANS08/09/2024E5.01SINGLE LINE DIAGRAM AND LOAD FEEDER SCHEDULE08/09/2024E5.03PANEL SCHEDULES08/09/2024E5.0408/09/2024E6.01LIGHTING CONTROL DIAGRAMS AND DETAILS08/09/2024 E7.01ELECTRICAL DETAILS08/09/2024E7.02ELECTRICAL DETAILS08/09/2024E7.0308/09/2024 TECHNOLOGYT0.01TECHNOLOGY SYMBOLS & LEGENDS08/09/2024
T2.01TECHNOLOGY FLOOR PLANS - BLDG A & B08/09/2024T1.01TECHNOLOGY DEMO FLOOR PLANS - BLDG A & B08/09/202408/09/2024T5.01TECHNOLOGY DETAILS08/09/202408/09/2024 AUDIO VISUAL SYMBOLS AND LEGENDSAV0.0308/09/2024AUDIO VISUAL SITE PLANAV1.0208/09/2024AUDIO VISUAL OVERALL FLOOR PLANAV4.0108/09/2024AUDIO VISUAL ONE LINE DIAGRAMAV5.0208/09/2024AUDIO VISUAL DETAILS

SWIMMING POOL
08/09/2024SWIMMING POOL LAYOUT PLAN
08/09/2024SWIMMING POOL PIPING PLAN
08/09/2024SWIMMING POOL UNDERWATER LIGHT/TIMING PLAN
08/09/2024

SWIMMING POOL SECTIONS
08/09/2024DETAILS08/09/2024DETAILS08/09/2024DETAILS08/09/2024DETAILS08/09/2024DETAILS08/09/2024DETAILS08/09/2024DETAILS08/09/2024

MECHANICAL ROOM LAYOUT PLAN
08/09/202408/09/202408/09/202408/09/202408/09/2024

DETAILSDETAILSDETAILSDETAILS

DETAILS EGRESS PLAN
A4.01EXTERIOR PLANS & INTERIOR ELEVATIONS
08/09/2024
P6.10PLUMBING DETAILS08/09/2024
08/09/2024A2.2108/09/2024A2.31
08/09/2024A3.11BUILDING SECTIONS - BLDG A
08/09/202408/09/202408/09/202408/09/2024
08/09/202408/09/2024A4.04
MECHANICAL CONTROL SEQUENCES AND DIAGRAMSMECHANICAL DETAILS AND DIAGRAMS08/09/2024M6.0108/09/2024 PLUMBING ROOF PLAN08/09/2024
E8.0108/09/2024E8.02ENERGY COMPLIANCE FORMS08/09/2024ENERGY COMPLIANCE FORMS 08/09/2024
MECHANICAL ROOM SECTIONS G0.41CALGREEN08/09/2024G0.4208/09/2024 08/09/2024
T0.02TECHNOLOGY SITE PLAN08/09/2024T1.00TECHNOLOGY OVERALL FLOOR PLAN08/09/2024 AV3.0108/09/2024AUDIO VISUAL ELEVATIONS
P0.2008/09/2024
GRAND TOTAL SHEETS: 245
08/09/2024

CALGREENCALGREEN
A0.21SITE PLAN08/09/2024
A1.02DEMO FLOOR PLAN BLDG B08/09/2024A1.03DEMO ELEVATIONS BLDG A08/09/2024ROOF PLAN BLDG A & BFIRST FLOOR EDGE OF SLAB PLAN - BLDG A & BFIRST FLOOR FINISHES PLAN - BLDG A & BFIRST FLOOR REFLECTED CEILING PLAN - BLDG A & BEXTERIOR ELEVATIONS - BLDG BBUILDING SECTIONS - BLDG BA3.21WALL SECTIONSA3.22WALL SECTIONSA3.23WALL SECTIONSA3.24WALL SECTIONSA3.26WALL SECTIONSA3.27WALL SECTIONSA4.02EXTERIOR PLANS & INTERIOR ELEVATIONSA4.03ENLARGED RESTROOM PLANS AND ELEVATIONSA4.05ENLARGED RESTROOM PLANS AND ELEVATIONSA4.06ENLARGED RESTROOM PLANS AND ELEVATIONSA4.07ENLARGED RESTROOM PLANS AND ELEVATIONS08/09/2024A6.11DOOR SCHEDULES08/09/2024A6.31FINISH & EQUIPMENT SCHEDULES08/09/2024

TRASH ENCLOSURE
EXTERIOR DETAILSA8.1208/09/2024EXTERIOR DETAILSA8.1308/09/2024OPENING DETAILSA8.1408/09/2024OPENING DETAILSA8.1508/09/2024ROOF DETAILSA8.2108/09/2024ROOF DETAILSA8.2208/09/2024PARTITION TYPESA9.0108/09/2024A9.1108/09/2024INTERIOR TYPESA9.1208/09/2024INTERIOR TYPES

SHEET INDEX

SHEET NAME

SHEET LABEL

ISSUE DATE
A9.41RESTROOM DETAILS08/09/202408/09/202408/09/2024
A10.0108/09/2024A10.4108/09/2024SIGNAGE PLAN & SCHEDULE - BLDG A & BSIGNAGE DETAILS A9.32CASEWORK DETAILSA9.42RESTROOM DETAILS
S0.01GENERAL NOTESSTRUCTURAL08/09/2024
S1.11SITE DETAILS08/09/2024
S2.01AFOUNDATION PLAN - BLDG A
08/09/202408/09/2024
S3.01
08/09/2024
ELEVATIONS - BLDG B08/09/2024
S6.01TYPICAL FOUNDATION AND SOG DETAILSS6.02TYPICAL FOUNDATION AND SOG DETAILS S6.11
08/09/2024
TYPICAL STRUCTURAL STEEL DETAILSS6.13
08/09/2024
TYPICAL METAL DECKING DETAILS08/09/2024
S6.61TYPICAL CMU WALL ELEVATION AND DETAILSS6.63TYPICAL CMU WALL DETAILS S6.94
08/09/2024
08/09/2024S6.93
08/09/2024
TYPICAL EQUIP. ANCHORAGE TO WOOD
08/09/2024
S6.91TYPICAL EQUIPMENT ANCHORAGE DETAILSS6.92
08/09/2024

EQUIPMENT ANCHORAGE DETAILS
S0.02GENERAL NOTESS0.03GENERAL NOTESS1.12SITE DETAILS08/09/2024S1.21SITE PLAN08/09/2024S2.01BFOUNDATION PLAN - BLDG B08/09/2024S2.09AROOF FRAMING PLAN - BLDG A08/09/2024S2.09B08/09/2024ROOF FRAMING PLAN - BLDG BS3.02ELEVATIONS - BLDG B08/09/2024S3.21PERF PANEL FRAMING ELEVATIONS AND SECTION08/09/2024 S6.03TYPICAL FOUNDATION AND SOG DETAILS08/09/2024S6.04TYPICAL FOUNDATION AND SOG DETAILS08/09/2024S6.05TYPICAL FOUNDATION AND SOG DETAILS08/09/2024S6.12TYPICAL STRUCTURAL STEEL DETAILS08/09/2024 S6.62TYPICAL CMU WALL ELEVATION AND DETAILS08/09/2024
S6.81TYPICAL WOOD FRAMING DETAILS08/09/2024S6.82WOOD FRAMING DETAILS08/09/2024 TYPICAL EQUIP. ANCHORAGE TO WOOD08/09/202408/09/202408/09/2024 M0.11MECHANICAL LEGENDS AND GENERAL NOTES08/09/2024
M0.3208/09/2024MECHANICAL TITLE-24 FORMSM1.0108/09/2024MECHANICAL DEMO FLOOR PLAN - BLDG A & BM1.0908/09/2024MECHANICAL DEMO ROOF PLAN - BLDG A & BM2.09MECHANICAL ROOF PLAN - BLDG A & B08/09/2024M3.09MECHANICAL PIPING/CONTROLS ROOF PLAN - A & B M7.1208/09/2024MECHANICAL DETAILS AND DIAGRAMS

PLUMBING CALCULATIONS
P0.3008/09/2024PLUMBING DEMO SITE PLANP0.4008/09/2024PLUMBING SITE PLANP0.4008/09/2024PLUMBING SITE PLANP0.4108/09/2024PLUMBING SITE GAS PLANP1.0108/09/2024PLUMBING DEMO FLOOR PLAN - BLDG A & BP1.0908/09/2024PLUMBING DEMO ROOF PLAN - BLDG A & BP3.0108/09/2024P3.0908/09/2024PLUMBING ENLARGED PLANS - BLDG BP4.02PLUMBING DETAILS ELECTRICAL FIRST FLOOR PLAN - BLDG A & BE2.04MECHANICAL/POWER ROOF FLOOR PLAN - BLDG A & B08/09/2024 E5.02PV SYSTEM SINGLE LINE DIAGRAM08/09/2024
E5.0508/09/2024PANEL SCHEDULESPANEL SCHEDULESE6.02LIGHTING CONTROL DIAGRAMS AND DETAILS08/09/2024E6.03LIGHTING CONTROL DIAGRAMS AND DETAILS08/09/2024 ELECTRICAL DETAILSPV DETAILSE7.0408/09/2024LIGHTING DETAILSE7.0508/09/2024 SWIMMING POOL CONT.

E9.11EM EGRESS PHOTOMETRICS SITE08/09/2024
08/09/2024SP-0SWIMMING POOL AREA PLANSP-1SP-2SP-3SP-4SP-5SWIMMING POOL WATER POLO LAYOUTSP-6SP-7DETAILSDETAILS08/09/2024SP-8SP-9SP-10SP-11SP-12SP-13SP-14SP-15SP-16 SP-17SP-18SP-19SP-20MECHANICAL ROOMMR-108/09/2024MR-2MR-308/09/2024DETAILSMR-408/09/2024DETAILSMR-508/09/2024DETAILSMR-608/09/2024DETAILSMR-808/09/2024DETAILSMR-908/09/2024DETAILSMR-1008/09/2024DETAILSMR-1108/09/2024NOTES, FOUNDATION DETAILSMT108/09/2024

DETAILSDETAILS

SPORTS LIGHTING
DETAILSMR-708/09/2024
POLE DETAILSMS108/09/2024ATTACHMENT DETAILSMD108/09/2024ATTACHMENT DETAILSMD208/09/2024ATTACHMENT DETAILSMD308/09/2024 SHEET NUMBER010203040506070809101112131415161718192021222324252627282930313233343536373839404142434445474648495051525354555657585960616263646566676869717072737475767778798182838486858788899091 9394
A6.21OPENING TYPES08/09/2024
80 A9.21CEILING DETAILSA9.31CASEWORK DETAILS08/09/202408/09/2024

SHEET NUMBER
9596979899100101102103104
S1.13SITE DETAILS08/09/2024
S6.14TYPICAL DECK SUPPORTING DETAILS08/09/2024
S6.7408/09/2024S6.7308/09/2024S6.72TYPICAL LIGHT GAUGE METAL FRAMING DETAILS08/09/2024S6.7108/09/2024 106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141 TYP. LIGHT GAUGE FRAMING SCH. AND ELEVATIONSTYPICAL LIGHT GAUGE METAL FRAMING DETAILSTYPICAL INTERIOR LIGHT GAUGE FRAMING DETAILS 142143144145146147148149150151153
M0.3308/09/2024MECHANICAL TITLE-24 FORMS
152154155156157158159160161162163164165166167
170171
P0.2208/09/2024PLUMBING T24 BUILDING AP0.2308/09/2024PLUMBING T24 BUILDING B 168169
172173174175176177178179180181182183
185186187188189190191192193194 SHEET LABEL

SHEET NUMBER
195196197
E9.12EM EGRESS PHOTOMETRICS BLD. A & B08/09/2024
198199201202200

SHEET INDEX
* A0.3108/09/2024
C3 EXISTING CONDITIONS
CIVIL
C4 DEMOLITION PLANC5C6C7 GRADING PLAN
C8C9 STORM DRAIN PLAN
C10C11C12

UTILITY PLAN
L0.01LANDSCAPE NOTES AND SCHEDULESLANDSCAPEL0.02L1.01MATERIALS PLAN L4.01SECTIONS AND ELEVATIONS
L5.01LANDSCAPE DETAILS
L7.01PLANTING PLANL7.02
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08/09/202408/09/202408/09/202408/09/2024
08/09/202408/09/202408/09/2024
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HORIZONTAL CONTROL AND PAVING PLAN

SINGLE SHEET BMP PLAN
L4.02SECTIONS AND ELEVATIONS
08/09/2024
L4.03SECTIONS AND ELEVATIONS
08/09/2024
L5.02
08/09/2024
L5.03
08/09/2024
L5.04
08/09/2024
L5.05
08/09/2024L6.02
08/09/2024
L6.01IRRIGATION PLAN
08/09/2024L6.03
08/09/2024
IRRIGATION LEGEND AND NOTESL6.04
08/09/2024
IRRIGATION DETAILSL6.05IRRIGATION DETAILS

DETAILS
08/09/2024

DETAILS
08/09/202408/09/2024
L2.01LAYOUT PLAN
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L3.01ENLARGEMENT PLAN
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L4.04SECTIONS AND ELEVATIONS
C1 TITLE SHEET08/09/2024*

GRADING ENLARGEMENTS
08/09/2024

LANDSCAPE NOTES AND SCHEDULES
L5.06L5.07L5.08L5.09L5.10L5.11L5.12

LANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILSLANDSCAPE DETAILS

LANDSCAPE DETAILS

IRRIGATION DETAILS
PLANTING DETAILSL6.06IRRIGATION CALCULATIONS
******************************************************** 105
01020304050607080910111213
0102030405060708091011121314151617181920212223242526272829 TOTAL SHEETS: 203
* PER SEPARATE GRADING PERMIT
** PER SEPARATE LANDSCAPE PERMIT
92 G0.3108/09/2024TYPICAL ACCESSIBILITY NOTES AND DETAILS 184
203
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THESE PLANS AND SPECIFCATIONS DO NOT PROVIDE ANY DIRECTION

OR INSTRUCTIONS TO CONTRACTORS, SUBCONTRACTORS, MATERIAL

SUPPLIERS OR THEIR EMPLOYEES OR AGENTS RELATED TO

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR

PROCEDURES, SAFETY PRECAUTIONS, MANNERS OR METHODS OF

EGRESS OR INGRESS, INCLUDING BUT NOT LIMITED TO JOB SITE

SAFETY, THE PHYSICAL CONDITION OF THE JOB SITE, THE MANNER OR

METHOD IN WHICH THE AREA WHERE WORK IS PERFORMED IS

ACCESSED BY WORKERS, AND SAFETY PROGRAMS OR SAFETY
PROTOCOLS OF ANY KIND IN CONNECTION WITH THE WORK. ALL OF

THE FOREGOING ARE SOLELY AND EXCLUSIVELY THE RESPONSIBILITY

OF THE CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPLIERS, OR ANY AGENTS OR EMPLOYEES THEREOF.

THE ARCHITECT EXPRESSLY DISCLAIMS ANY CONTROL OVER AND

RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS,

MANNERS OR METHODS OF EGRESS OR INGRESS, INCLUDING BUT

NOT LIMITED TO JOB SITE SAFETY, THE PHYSICAL CONDITION OF THE

JOB SITE, THE MANNER OR METHOD IN WHICH THE AREA WHERE

WORK IS PERFORMED IS ACCESSED BY WORKERS, AND SAFETY

PROGRAMS OR SAFETY PROTOCOLS OF ANY KIND IN CONNECTION WITH THE WORK.

THE ARCHITECT HAS NOT CONDUCTED AN EVALUATION OR ANALYSIS

OF SAFETY PROCEDURES OR APPLICABLE LAW REGARDING OR

RELATING TO ACCESSING THE JOB SITE OR AREAS OF THE WORK DURING THE COURSE OF CONSTRUCTION.

THE ARCHITECT, THE ARCHITECT ’S DESIGNS, AND ANY OTHER WORK

PERFORMED BY THE ARCHITECT DO NOT ADDRESS, ANALYZE OR

PROVIDE ANY DIRECTION OR ADVICE TO ANY PERSON OR ENTITY ON

WHETHER OR NOT THE USE OF EXISTING LADDERS, DOORS, RAILINGS,

INGRESS AND INGRESS ROUTES OR THE LIKE ARE IN COMPLIANCE OR

NON -COMPLIANCE WITH OSHA, CAL -OSHA(CALIFORNIA ONLY), OR ANY

OTHER APPLICABLE STATUTE, REGULATION, OR STANDARD RELATED

TO JOB SITE SAFETY DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS.

NOTICE TO PERSONS PERFORMING WORK ON JOB

SITE, INCLUDING CONTRACTORS, SUBCONTRACTORS,

MATERIAL SUPPLIERS AND ANY AGENTS OR

EMPLOYEES THEREOF

RESPONSIBILTY FOR JOB SITE SAFETY

1. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & IN ACCORDANCE

WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS & THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXG SURVEY MONUMENTS WHICH

MAY BE DISTURBED THROUGH CONSTRUCTION ACTIVITIES DEEMED NECESSARY FOR PRESERVATION BY THE CIVIL ENGINEER. IF SUCH

MONUMENTS WERE DISTURBED, THE APPLICANT SHALL HAVE A LICENSED

LAND SURVEYOR QUALIFIED CIVIL ENGINEER REESTABLISH ANY SUCH

MONUMENTATION DAMAGED OR DESTROYED DURING THE CONSTRUCTION OF THE PROJECT & SUBMIT "PRELIMINARY CORNER RECORDS" TO THE CIVIL ENGINEER AFTER REPLACEMENT. AFTER APPROVAL BY THE CIVIL ENGINEER,

THE APPLICANT SHALL FILE THE CORNER RECORDS WITH THE COUNTY SURVEYOR. PRIOR TO THE EXONERATION OF ANY SECURITY, EVIDENCE OF SUCH FILING SHALL BE FURNISHED TO THE CIVIL ENGINEER.

4. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT TRUCK ROUTES SHALL BE STEERED AWAY FROM RESIDENTIAL AREAS.

5. THE CONTRACTOR SHALL ENSURE THAT TRUCKS HAULING DIRT ON PUBLIC ROADS TO & FROM THE SITE SHALL BE COVERED OR WILL MAINTAIN A 6"

DIFFERENTIAL BETWEEN THE MAX HGT OF ANY HAULED MATERIAL & THE TOP OF THE HAUL TRAILER. HAUL TRUCK DRIVERS SHALL WATER THE LOAD PRIOR TO LEAVING THE SITE TO PREVENT SOIL LOSS DURING TRANSPORT.

6. THE CONTRACTOR SHALL ENSURE THAT GRADED SURFACES USED FOR OFF

ROAD PARKING, MATERIALS LAY -DOWN, OR AWAITING FUTURE CONSTRUCTION SHALL BE STABILIZED FOR DUST CONTROL AS NEEDED. FREQUENTLY

ACCESSED UNPAVED AREAS SHALL BE PAVED AS EARLY AS POSSIBLE TO MINIMIZE DIRT TRACKOUT TO PUBLIC RIGHTS -OF -WAY.

7. THE CONSTRACTOR SHALL COORDINATE ANY LANE CLOSURES OR DETOURS WITH THE CITY/COUNTY. FLAG PERSONS & APPROPRIATE TRAFFIC CONTROL

DEVICES SHALL BE USED AS NEEDED TO MINIMIZE CONSTRUCTION ACTIVITY INTERFERENCE WITH OFF -SITE -TRAFFIC.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT

DOCUMENTS OR BETWEEN THE CONTRACT DOCUMENTS & EXISTING

CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED.

9. SHOULD A CONFLICT OCCUR BETWEEN DWGS & SPECIFICATIONS, THE MORE

COSTLY CONDITION SHALL TAKE PRECEDENCE, UNLESS A WRITTEN DECISION

FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A
CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS.

10. THE CONTRACTOR SHALL CONFINE HIS OPERATION ON THE SITE TO AREAS PERMITTED BY OWNER.

11. THE JOBSITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF

DEBRIS & LITTER & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUBCONTRACTOR IMMEDIATELY UPON

COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH & DEBRIS AS A RESULT OF HIS OPERATION.

12. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT DAMAGE & DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.

13. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND/OR PATCHING OF HIS

WORK THAT MAY BE REQ TO MAKE ITS SEVERAL PARTS FIT TOGETHER

PROPERLY & SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT.

ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES,

CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE

MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES.

14. STRUCTURAL OBSERVATION WILL BE PERFORMED BY THE STRUCTURAL ENGINEER. WHEN REQ, A STATEMENT IN WRITING SHALL BE GIVEN TO THE

BUILDING OFFICIAL, STATING THAT THE SITE VISITS HAVE BEEN MADE &

WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS & SPECIFICATIONS.

15. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITAL ITEMS SHALL BE

SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL

REVIEW THEM & RETURN THEM TO THE CONTRACTOR (WITH A NOTIFICATION

INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN

REVIEWED & THAT THEY HAVE BEEN FOUND TO BE IN GENERAL

CONFORMANCE WITH THE DESIGN OF THE BUILDING) FOR PLAN CHECK APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL

THEIR DESIGN & SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION.

16. PROVIDE ALL ACCESS PANELS AS REQ BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQ WITH ARCHITECT PRIOR TO INSTALLATION.

17. NO PORTION OF WORK REQ A SHOP DWG OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.

ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH CORRECTED SHOP DWGS. AND SAMPLES.

18. DIMENSIONS:

A. ALL DIMS SHALL TAKE PRECEDENCE OVER SCALE.

B. ALL DIMS ARE TO FACE OF STUD / CONCRETE / MASONRY UNO C. CLG HGT DIMS ARE FROM FACE OF SLAB TO FACE OF FIN CLG MATERIAL UNO

19. DO NOT SCALE DRAWINGS

20. PROVIDE ALL NECESSARY BLOCKING, BACKING, & FRAMING FOR LIGHT

FIXTURES, ELECTRIC UNITS, AC EQUIP, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQ.

21. WHERE LARGER STUDS OR FURRING ARE REQ TO COVER PIPING AND

CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL

SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNO.

22. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE W/O THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQ BY THE APPLICABLE CODES. ALL DOOR SWINGS SERVING AN OCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF TRAVEL.

23. ALL GLASS AND GLAZING SHALL COMPLY WITH THE APPLICABLE CODES.

24. WALL AND CLG MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN THE APPLICABLE CODES.

25. SURVEYORS CERTIFICATE REQ PRIOR TO FINAL COMPLETION.

26. THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE CODES FOR FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION.

27. A DSA CERTIFIED CLASS 1 PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT (DSA) SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4 -342, CALIFORNIA BUILDING STANDARDS ADMINISTRAIVE CODE (PART 1, TITLE 24, CCR)

28. A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE

DISTRICT (OWNER) SHALL CONDUCT ALL THE REQ TESTS AND INSPECTIONS FOR THE PROJECT.

29. CHANGE TO THE APPROVED DWGS AND SPECIFICATIONS SHALL BE MADE BY

ADDENDA OR CONSTRUCTION CHANGE DOCUMENT (CCD) APPROVED BY DSA, AS REQ BY SECTION 4 -338, PART 1, TITLE 24, CCR.

30. THE INTENT OF THESE DWGS AND SPECIFICATIONS IS THAT THE WORK OF THE

ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY EXG CONDITIONS SUCH AS

DETERIORATION OR NON -COMPLYING CONSTRUCTION BE DISCOVERED

WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CONSTRUCTION

CHANGE DOCUMENT (CCD), OR A SEPARATE SET OF PLANS AND

SPECIFICATIONS, DETAILING AND SPECIFYING THE REQ WORK SHALL BE

SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK. (SECTION 4 -317(c), PART 1, TITLE 24, CCR)

1. PLANS FOR THE FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ) PRIOR TO INSTALLATION. SUBMIT

PLANS IN A MANNER WHICH WILL NOT IMPEDE THE PROGRESS OF CONSTRUCTION.

2. FIRE SPRINKLER SYSTEMS & INSTALLATION SHALL CONFORM W/ THE APPLICABLE STANDARDS AND CODES.

3. FIRE SPRINKLER SYSTEMS TO BE TIED INTO THE ALARM SYSTEM PER THE APPLICABLE CODES.

4. AUTOMATIC SPRINKLER SYSTEM(S) SHALL BE SUPERVISED BY AN APPROVED

CENTRAL OR REMOTE STATION SERVICE, AND/OR SHALL BE PROVIDED W/ A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL.

5. FIRE SPRINKLER SYSTEM(S) & ALL CONTROL VALVES SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER THE APPLICABLE CODES.

6. FIRE HYDRANT & FIRE SPRINKLER SYSTEM(S) SHALL BE FLUSHED

THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUBOUTS & WITNESSED BY THE PROJECT INSPECTOR.

7. A HYDROSTATIC TEST (200 PSI PRESSURE FOR 2 HRS. OR @ 50 PSI IN EXCESS OF THE MIN. STATIC PRESSURE WHEN IT IS IN EXCESS OF 150 PSI) SHALL BE

WITNESSED BY THE PROJECT INSPECTOR PRIOR TO COVERING PIPING JOINTS.

8. A 3' CLR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE

HYDRANTS EXCEPT AS OTHERWISE REQ OR APPROVED PER THE APPLICABLE CODES.

9. THRUST BLOCKS SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION.

10. ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS, CLASS 200 MIN.

11. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED W/I 100' FROM A PUBLIC FIRE HYDRANT PER THE APPLICABLE STANDARDS AND CODES.

12. FIRE SPRINKLER RISER SHALL BE LOCATED WITHIN 5 FT OF THE EXT WALL (OR AS REQ BY THE AHJ) AND TERMINATE 6" ABV FF

13. AN ALL -WEATHER FIRE ACCESS ROAD SHALL BE IN PLACE BEFORE ANY COMBUSTIBLE MATERIALS ARE PLACED ON THE SITE OR AS REQ BY THE AHJ.

14. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE & COMBUSTIBLE LIQUIDS,

FLAMMABLE & COMPRESSED GASES & OTHER HAZARDOUS MATERIALS SHALL COMPLY W/ THE APPLICABLE CODES.

15. EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS & DIRECTIONAL EXIT SIGNS SHALL BE LOCATED TO DIRECT PERSONS TOWARD EXIT DOORS.

16. EXIT SIGNS SHALL BE SELF -LUMINOUS TYPE OR ELECTRONICALLY

ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL

BE FROM STORAGE BATTERIES OR AN ON -SITE GENERATOR, FOR A DURATION OF 90 MINUTES PER THE APPLICABLE CODES.

17. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

18. ACCESS GATE(S) SHALL BE OPENABLE W/ FIRE DEPT MASTER KEY FROM THE EXTERIOR.

19. CURBS ALONG FIRE LANES SHALL BE PAINTED SAFETY RED & MARKED "FIRE LANE NO PARKING" W/ 3" WHITE LETTERS ON THE TOP OF CURBING EVERY 30' AS INDICATED ON THE APPROVED DRAWINGS.

20. APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW &

EXG BLDGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE & LEGIBLE FROM

THE STREET OR ROAD FRONTING THE PROPERTY PER THE APPLICABLE CODES.

21. PROVIDE PERMANENT OR TEMPORARY STANDPIPES WHILE BUILDING IS UNDER CONSTRUCTION PER THE APPLICABLE CODES.

22. PROVIDE FIRE EXTINGUISHERS PER THE REQ THE APPLICABLE STANDARDS AND CODES.
11B-201.4 CONSTRUCTION SUPPORT FACILITIES. These requirements shall apply to temporary or permanent construction support facilities for uses and activities not directly associated with the actual processes of construction, including but not limited to offices, meeting rooms, plan rooms, other administrative or support functions. When provided, toilet and bathing facilities serving construction support facilities shall comply with 11B-213. When toilet and bathing facilities serving construction support facilities are provided by portable units, at least one of each type shall be accessible and connected to the construction support facilities it serves by an accessible route.

EXCEPTION: During construction an accessible route shall not be required between site arrival points or the boundary of the area of construction and the entrance to the construction support facilities if the only means of access between them is a vehicular way not providing pedestrian access.

ACCESSIBLE CONSTRUCTION SUPPORT FACILITIES
TEL: 422.339.2941

DIRECTOR OF FACILITY
NAME: CITY OF CARLSBAD

CLIENT INFORMATION
CITY,STATE, ZIP: CARLSBAD, CA 92008
ADDRESS: 1200 CARLSBAD VILLAGE DRIVE
CONTACT: KYLE LANCASTER E-MAIL: [email protected] TEL: 619/795-2555
NAME: LPA, INC.

ARCHITECT
CONTACT: MICHAEL DAVIS E-MAIL: mdavis@lpadesignstud ios.com TEL: 916.287.2336
NAME: LPA, INC.

LANDSCAPE ARCHITECT
CONTACT: RITA FRINK E-MAIL: rfrink@lpadesignstudios. com TEL: 949.769.6265
NAME: LPA, INC.

CIVIL ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: ROBERT RICHARDSON
E-MAIL:
[email protected] TEL: 619.280.4321
NAME: ATLAS TECHNICAL CONSULTANTS LLC

GEOTECHNICAL ENGINEER
CITY,STATE, ZIP: SAN DIEGO, CA 92120
ADDRESS: 6280 RIVERDALE STREET
CONTACT: ERICK ALDRICH E-MAIL: erick.aldrich@oneatl as.com TEL: 619/795-2555
NAME: LPA, INC.

STRUCTURAL ENGINEER
CITY,STATE, ZIP: SAN DIEGO, CA 92106
ADDRESS: 2765 TRUXTUN RD
CONTACT: HARSHDA PRASAD E-MAIL: hprasad@lpadesignst udios.com TEL: 949.701.4228
NAME: LPA, INC.

MECHANICAL ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: ERICK PULIDO E-MAIL: epulido@lpadesignstud ios.com TEL: 949.701.4272
NAME: LPA, INC.

ELECTRICAL ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: OSCAR CHAVEZ E-MAIL: ochavez@lpadesignstud ios.com TEL: 949.701.4172
NAME: LPA, INC.

PLUMBING ENGINEER
CITY,STATE, ZIP: IRVINE, CA 92617
ADDRESS: 5301 CALIFORNIA AVE, SUITE 100
CONTACT: ERIK RING E-MAIL: [email protected] om TEL: ###-###-####
NAME: TK1SC

FIRE ALARM
CITY,STATE, ZIP: IRVINE, CA 92618
ADDRESS: 15231 LAGUNA CANYON ROAD, SUITE 100
CONTACT: ROBINSON NGUYEN E-MAIL: robinson.nguyen@ws p.com CITY,STATE, ZIP: SAN DIEGO, CA 92106
ADDRESS: 2765 TRUXTUN RD
CITY,STATE, ZIP: SAN DIEGO, CA 92106
ADDRESS: 2765 TRUXTUN RD
TEL: 949-751-5819
NAME: TK1SC

AUDIO VISUAL
CITY,STATE, ZIP: IRVINE, CA 92618
ADDRESS: 15231 LAGUNA CANYON ROAD, SUITE 100
CONTACT: DAVID BROWN E-MAIL: [email protected]
TEL: 949-751-5819
NAME: TK1SC

TECHNOLOGY
CITY,STATE, ZIP: IRVINE, CA 92618
ADDRESS: 15231 LAGUNA CANYON ROAD, SUITE 100
CONTACT: RICHARD BRYSACZ E-MAIL: [email protected] om N

PROJECT NORTH
SITE
ADDRESS:
3401 Monroe St, Carlsbad, CA
92008
N

TRUE NORTH

1. THE SCOPE OF THE PROJECT INCLIDES THE FOLLOWING:
- DEMO OF EXISTING POOL, POOL DECK, POOL PUMP BUILDING AND INTERIOR OF EXISTING

POOL FACILITIES BUILDING ( EXISTING RESTROOMS, CHANGING ROOMS, LOBBY, OFFICE ETC) - NEW POOL WITH ASSOCIATED INFRASTRUCTUE, POOL PUMP BUILDING NEW INTERIOR WALLS

AND FINISHES OF EXISTING BUILDING
- NEW DETACHED ADDITION TO EXISTING BUILDING
- NEW PV SOLAR SYSTEM FOR BUILDING
- NEW SOLAR THERMAL SYSTEM FOR POOL HEATING

LIST OF APPLICABLE CODES
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CCR
2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR
2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 2 4 CCR 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR
2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CC R TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

APPLICABLE STANDARDS

FOR A LIST OF APPLICABLE STANDARDS, INCLUDING CALIFORNIA AMENDME NTS TO THE NFPA STANDARDS, REFER TO CBC CHAPTER 35 AND CFC CHAPTER 8 0.

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

GENERAL PROJECT

INFORMATION
G0.20
MD
MONROE ST. POOL REPLACEMENT

GENERAL PROJECT INFORMATION

CONSTRUCTION NOTES

FIRE AND LIFE SAFETY NOTES

ACCESSIBILITY NOTES PROJECT DIRECTORY

VICINITY MAP

PROJECT SCOPE

LIMIT OF WORK

THE INTENT OF THE LIMIT OF WORK LINE IS TO DESCRIBE IN GENERAL THE AREAS AFFECTED BY PROJECT CONSTRUCTION. IT IS NOT INTENDED TO BE AN EXACT INDICATION OR EDGE OF THE CONSTRUCTION AREA. THE CONTRACTOR SHOULD

VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND THEIR RELATIONSHIP TO THE WORK PROPOSED IN THE CONTRACT DOCUMENTS. ALL

ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK SHALL BE INCLUDED. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY

AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL TO

THE EXTENT THAT IT IS REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.

DEFERRED APPROVALS

ADDITIVE ALTERNATES

APPLICABLE CODES

1. (N) STUCCO FINISH ON ALL EXTERIOR WALLS AT (E) "BUILDING A", PENDING

SELECTIVE DEMO AND REVIEW OF EXISTING CONDITION OF CMU BLOCK BY CLIENT AND ARCHITECT.

1. FIRE ALARM

2. SHADE CANOPY ENGINEERING

3. MECHANICAL ROOF SCREEN ENGINEERS
203
3 08/09/2024

TO REFLECTIVE SURFACE

LAVATORY GRAB BAR MIRROR

FEMININE
NAPKIN

VENDING

MACHINE
SEAT
COVER

DISPENSER URINAL
HAND
DRYER
BABY

CHANGING

STATION
33" MIN
36" MAX
40" MAX ABOVE LAVATORIES
44" MAX
40" MAX
34" MAX

KNEE CLEARANCE
29" MIN

KNEE CLEARANCE
27" MIN
NOTE: ALL KNEE & TOE AREAS ARE TO BE CLEAR

COUNTERTOP / TOP OF LAVATORY

ALL EXPOSED PIPES TO BE

INSULATED TO PROTECT AGAINST
CONTACT. NO SHARP OR ABRASIVE

SURFACES UNDER LAVATORIES
6" MAX
KNEE CLEARANCE AT 9"
25" MAX
8"MIN KNEE CLEARANCE
9" MIN
WASTE
TOWEL
17" MAX
13 1/2" MIN
REFER TO: CBC 11B306.2, CBC 11B306.2.2, CBC 11B306.3, CBC 11B-603.3, CBC 11B603.5, CBC 11B-605.2, CBC 11B-606, & CBC 11B609.4 11" MIN
27" MAX
25" MAX
17" MIN TOE CLEARANCE
1 / 4 "
1 / 4 "
1 / 2 "
1/4" MAX
1 2
REFER TO: 11B-303.3
REFER TO: 11B-303.2
60" MIN
59" FLOOR M
TD W
C
56" M
IN W
ALL M
TD W
C

CLEARANCE
6" MIN
PLAN
NOTES:

1. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQ I N A COMPARTMENT > 66" WIDE

2. REFER TO: CBC 11B-604.8.1.4 & CBC 11B-604.8.1.1. 3
ELEVATION CHILDREN (K-12) ELEVATION ADULT
12" M
IN
6" MIN
9" M
IN
6" MIN
TOILET

PARTITION
TOILET

PARTITION
17"-18"
42" MIN 12" MAX
56" MIN
48" MIN CLR
60" M
IN CLR
12" M
IN
24" M
IN
30" M
IN CLR
48" MIN CLR
REFER TO: CBC 11B-604.3.1,
CBC 11B-604.5.1, & CBC
11B-606.2
18" M
IN

DOOR PERMITTED

TO SWING OVER

HATCHED

PORTION OF

MANEUVERING
SPACE
REFER TO: CBC 11B-305.7.1
30 x 48
CLR
≤ 24"
30 x 48
CLR
> 24"
36" MIN

TOILET TISSUE

DISPENSER
3" MAX PROJECTION

WATER CLOSET (SIDE) WATER CLOSET (FRONT)

CENTERLINE OF WATER

CLOSET TO FACE OF FINISH

FLUSH VALVE TO

WIDE SIDE OF
SPACE

SANITARY NAPKIN

DISPENSER
3" MAX PROJECTION
54" MIN
42" MIN 12" MAX
33" M
IN 36" M
AX
M
IN
19"
M
IN

1-1/2"
24" MIN
7"-9"
36" MIN
12" MIN

ACCESSIBLE WATER CLOSET
17" - 18" AT WHEELCHAIR
24" MIN

TOP OF GRAB BAR
36" M
AX
REFER TO: CBC 11B-604.1/2/7
17" - 19" TOP OF SEAT
X>27"
4"MAX
X> 80"
REFER TO: 11B-307.2

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL

ACCESSIBILITY

NOTES AND

DETAILS
G0.31
MD
MONROE ST. POOL REPLACEMENT

TYPICAL ACCESSIBILITY NOTES AND DETAILS
1/2" = 1' -0"
G0.31 01 ACCESSIBLE MOUNTING HEIGHTS
6" = 1' -0"
G0.31 10 CHANGES IN LEVEL
3/8" = 1' -0"
G0.31 02 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 1/2" = 1' -0"
G0.31 06 ACCESSIBLE FIXTURES AT
SINGLE OCC. RESTROOM
3/8" = 1' -0"
G0.31 03 ACCESSIBLE URINAL PARTITIONS
1/2" = 1' -0"
G0.31 11 ACCESSIBLE MOUNTING HEIGHTS
3/8" = 1' -0"
G0.31 09 ACCESSIBLE PATH OF TRAVEL

PROTRUDING OBJECT LIMITS
4 203
08/09/2024

38" MIN - 43" MAX
36" MAX
27" MIN
14"
16" MIN 16" 16" MIN
48" MIN
(80" MIN CLR)

SEE RCP

DRINKING

FOUNTAIN

ELEVATION
18" MIN
19" MAX
18" MIN
16" MIN 16" 16" MIN
32" MIN AT SINGLE ACCESSIBLE DF

REFER TO FLOOR PLAN
PLAN
NOTES:

1. DRINKING FOUNTAIN SHALL BE ACCESSIBLE.

2. DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY W ITHIN ALCOVES OR

OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE ALCOVE IN WHICH THE WATER FOUNTAIN IS LOCATED SHALL NOT BE LESS THAN 32" WIDE AND 18" DEEP.

3. DRINKING FOUNTAIN SHALL BE A MIN OF 18" AND A MA X OF 19" DEEP AND

THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27" HIGH, 30" WIDE AND 8" DEEP, THE

DEPTH MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN.

4. THERE SHALL BE TOE CLEARANCE OF 9" ABOVE THE FLO OR, AND 17" DEEP FROM THE FRONT EDGE OF THE FOUNTAIN.

5. A CLEAR FLOOR SPACE AT LEAST 30" X 48" SHALL BE PROVIDED IN FRONT OF THE DRINKING FOUNTAIN TO ALLOW FORWARD APPROACH.

6. THE DRINKING FOUNTAIN BUBBLER SHALL BE ACTIVATED BY A MANUALLY

OPERATED SYSTEM THAT IS FRONT MOUNTED OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED DEVICE.

7. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITH IN 5" OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36" OF THE FLOOR. THE

WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN.
5" MAX
15" MIN
30"
48"
8" MIN
19" MAX.
1 8 "
16" 16" 16"

PLAN - GUARDRAIL WHERE NOTED
5" MAX
15" MIN
30"
4 8 "
1 2 " 6"
32" MIN AT SINGLE ACCESSIBLE DF

REFER TO FLOOR PLAN

GUARDRAIL, TYP

BARRIER NEEDS

TO PROJECT ST

LEAST AS FAR AS

THE DRINKING

FOUNTAIN
REFER TO: CBC 11B-306.3, CBC 11B-602, & CBC 11B-602.9
6" MAX
6" MAX
5" MAX
18"-19"
18" MIN
27" MIN
36" MAX
32" MIN CLR
48" MIN 48" MIN
48" MIN
(A) (B)
(C)
REFER TO: CBC 11B-404.2.6
NOTES:

1. ALIGN CENTER OF ALL WALL SWITCHES & WALL DEVICES @ CENTERLINES UNO

2. REFER TO: CBC 11B-308

J-BOX FOR CLOCK

WALL SWITCHES,

ELEC DEVICES &

THERMOSTAT
WHERE OCCURS;

PROVIDE BRIDGING

FRAME REQ

ELEC OUTLET

WHERE OCCURS
15" AFF UNO
48" AFF MAX
27" MAX
X < 80"
REFER TO: CBC 11B-307.4

GUARDRAIL OR

OTHER BARRIER
60" MIN SIDE OF EXT DOOR
18" MIN AT INT
24" MIN ON EXT
X > 8 "
(A) PULL SIDE (B) PUSH SIDE
48" MIN
X > 8 "
(C) PUSH SIDE, DOOR

PROVIDED WITH

BOTH CLOSER AND
LATCH
48" MIN
X > 8 "
12" MIN
REFER TO: CBC 11B-404.2.4.3
15" MIN
48" MAX 48" MAX

UNOBSTRUCTED

FORWARD REACH

OBSTRUCTED HIGH

FORWARD REACH

OBSTRUCTED HIGH

FORWARD REACH
20" MAX
44" MAX
>20"-25" MAX
REFER TO: CBC 11B-308.2.1 & CBC 11B-308.2.2
15" MIN
48" MAX
34" MAX
48" MAX

UNOBSTRUCTED SIDE REACH

OBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH SIDE REACH
46" MAX
10" MAX
10" MAX >10"-24" MAX
34" MAX
REFER TO: CBC 11B-306.3.1 & CBC 11B-308.3.2
60" MIN 18" MIN
48" MIN
12" MIN
48" MIN
36" MIN
60" MIN 44" MIN 22" MIN
48" MIN
22" MIN
60" MIN 24" MIN
44" MIN 24" MIN
48" MIN 24" MIN
(A)

FRONT APPROACH, PULL SIDE
(C)

FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH
(B)

FRONT APPROACH, PUSH SIDE
(D)

HINGE APPROACH, PULL SIDE
(G)

HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH
(F)

HINGE APPROACH, PUSH SIDE
(H)

LATCH APPROACH, PULL SIDE
(J)

LATCH APPROACH, PUSH SIDE
(K)

LATCH APPROACH, PUSH SIDE, DOOR

PROVIDED WITH CLOSER
ADD 6 INCHES AT

EXT SIDE OF EXT
DOOR
REFER TO: CBC 11B-404.2.4.1

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TYPICAL

ACCESSIBILITY

NOTES AND

DETAILS
G0.32
MD
MONROE ST. POOL REPLACEMENT

TYPICAL ACCESSIBILITY NOTES AND DETAILS
1/2" = 1' -0"
G0.32 17 DRINKING FOUNTAIN ALCOVE
3/8" = 1' -0"
G0.32 05 DOOR CLEARANCES - DOORS IN SERIES
1/2" = 1' -0"
G0.32 10 TYPICAL DEVICE INSTALLATION
3/8" = 1' -0"
G0.32 08 VERTICAL CLEARANCE
3/8" = 1' -0"
G0.32 03 RECESSED DOOR CLEARANCES
3/8" = 1' -0"
G0.32 02 ACCESSIBLE FORWARD REACH

REQUIREMENTS
3/8" = 1' -0"
G0.32 04 ACCESSIBLE SIDE REACH

REQUIREMENTS
3/8" = 1' -0"
G0.32 11 DOOR CLEARANCES
5 207
203
08/09/2024

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

CALGREEN (CA)
G0.40
MD
MONROE ST. POOL REPLACEMENT

CALGREEN (CA)
X
X
X
X
X
X
X
6 203
2 08/09/2024

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

CALGREEN (CA)
G0.41
MD
MONROE ST. POOL REPLACEMENT

CALGREEN (CA)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
7 203
08/09/2024

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

CALGREEN (CA)
G0.42
MD
MONROE ST. POOL REPLACEMENT

CALGREEN (CA)
X
X
X
X
X
X
X
X
X
8 203
08/09/2024

COMPACT

COMPACT
N S - 2 4 0 6 2 7 0 2 . 7 0 7 2 9 5 R E V IT CO N T R O L P O IN T E W - 7 4 7 7 8 5 0 1 . 9 9 4 5 0 9 E le v - 0 ' -0 " NO

PARKING
EV

CHARGING
ONLY

NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
MIN. 8" FROM BACK OF

PEDESTAL TO EOP
1M 1M
10 13
18 16
16 12
12 13
11 11
11 11
14 20
20 11
21 21
21 22
21 22
22 22
22 22
23 11
22 22
22 24
24 17
11 22
22 11
11 11
11 11
17 17
25 25
26 24
24 21 21 21 21
22 22
22 27
27 27
11 15
28 19
19 27
27 10
28 27
17 206
208
203
208
207
207
206
208
207
210
205
205
200
200
200
200
205
6"
4"
5"
5"
12"
6"
12"
12"
4"
4"
4"
12"
12"
12"
6"x2
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
R
T
C
C
C
10 13
18 16
16 12
12 13
11 11
11 11
14 20
20 11
21 21
21 22
21 22
22 22
22 22
23 11
22 22
22 24
24 17
11 22
22 11
11 11
11 11
17 17
25 25
26 24
24 21 21 21 21
22 22
22 27
27 27
11 15
28 19
19 27
27 10
28 27
17 NO

PARKING
DECK: 11169 SF/15 OLF = 745 OCC
POOL: 9227 SF / 50 OLD = 185 OCC
BLEACHERS: (25' X 12)/18" = 200 OCC
BLDG: 55 OCCUPANTS
TOTAL = 1182
344
344
344
344
150
BLDG B
BLDG A
L=140'
L=150'
L=150'
(E) FIRE ACCESS

FROMN PRIVATE DRIVE AISLE
150

REQUIRED
PROVIDED 36"
30"

REQUIRED
PROVIDED 48"
30"

REQUIRED
PROVIDED 72"
69"

REQUIRED
PROVIDED 96"
69"

REQUIRED
PROVIDED 96"
69"
166'-0"
146'-0" 35'-6"
108'-0" EATD
132'-0" EATD
19'-2" EATD
41'-3" EATD
96'-8" EATD 42'-4" EATD
13'-3"
241'-2"

VAN ACCESSIBLE
CONTROL AREAS, PER MR-1, MR-4

NORTH POOL
CANOPY

WEST POOL
CANOPY

WEST BLDG A NEW CANOPY
SOUTH

BLDG A NEW
CANOPY
38'-8"
75'-8"
61'-11"
89'-8"
21'-8"
26'-0"
51'-2"
106'-11"
54'-6"
30'-5"
45'-11" EATD
109'-2" EATD
BUILDINGS "A" & "B"

BUILDING CLASSIFICATION
BUILDING USE: RESTROOMS, SHOWERS/ LOCKERS, ADMIN/ O FFICE POOL SUPPORT SPACES. POOL PUMP ROOM, FAMILY

RESTROOMS SHOWERS/ CHANGING ROOMS
OCCUPANCY: A-5, B
ACCESSORY OCCUPANCIES (508.3.1): S-2
INCIDENTAL USES (508.2): NONE
CONSTRUCTION TYPE: TYPE V - B
FIRE PROTECTION: NON SPRINKLERED
FLOOR AREA ALLOWABLE - CBC (CHAPTER 5)
BASIC ALLOWABLE AREA AND HEIGHT (TABLE 503)
AREA PER STORY: 9,000SF (A t)
NUMBER OF STORIES: 2
HEIGHT: 40 FT

PROPOSED BUILDING HEIGHT/STORY
BUILDING HEIGHT A: 17'-2" (EXISTING)
BUILDING HEIGHT B: 17'-2"
FRONTAGE INCREASE FACTOR l
f (CBC 506.3.3)
If: .38 (83% OF BUILDING PERIMETER HAS 20' TO LESS THA N 25' OPEN SPACE) AREA INCREASE MIXED USE PER STORY A a = [A t + (NS x l f ) (CBC 506.2.2) At: 9,000
NS: 9,000
I
f: .38
TOTAL ALLOWABLE AREA (CBC 506.2.2)
Aa: 12,420SF

PROPOSED BUILDINGS SQUARE FOOTAGE
2,968 SF - EXISTING BUILDING 'A'
+ 242 SF - PROPOSED BUILDING 'A' ADDITION
+ 800 SF - PROPOSED BUILDING 'A SOUTH STORAGE FABRIC CANOPY + 725 SF - PROPOSED BUILDING 'A' WEST CANOPY
+ 2,108 SF - PROPOSED BUILDING 'B'
+ 1,429 SF - PROPOSED NORTH POOL DECK FABRIC CANOPY
+ 1,254 SF - PROPOSED WEST POOL DECK FABRIC CANOPY
+ 187 SF - PROPOSED TRASH ENCLOSURE
TOTAL 9,713 SF < 12,420SF (OK)
FIRE-RESISTANCE RATING REQ FOR BLDG ELEMENTS (CBC 601)
STRUCTURAL FRAME: 0
EXTERIOR BEARING WALLS: 0
INTERIOR BEARING WALLS: 0
EXTERIOR NONBEARING WALLS: 0
INTERIOR NONBEARING WALLS: 0
FLOOR CONSTRUCTION: 0
ROOF CONSTRUCTION: 0
TOTAL OCCUPANCY: 1,182 OCCUPANTS/ 2 = 591 MEN / 591 WOMEN

TOTAL REQUIRED FIXTURES

WATER CLOSET URINALS LAVATORIES SHOWERS
MEN 4 4 4 6
WOMEN 5 4 6
DRINKING FOUNT.
3 PROPOSED POOL
POOL CLASSIFICATION`
OCCUPANCY TYPE: A-5
AREA: 8,812 SF
POOL DECK AREAS: 12,450 SF
REQUIRED PUBLIC FIXTURES PER SECTION 3116B.2
POOL: 15 SF / OCCUPANT
TOTAL OCCUPANTS: 1,182 OCCUPANTS
PARKING SPACES (11B-208)
TOTAL STALLS: 54
REQUIRED TOTAL ACCESSIBLE STALLS: 03
REQUIRED VAN ACCESSIBLE STALLS: 01
ACCESSIBLE STALLS PROVIDED: 03
ACCESSIBLE VAN STALLS PROVIDED: 01
EV PARKING SPACES (11B-228.3.2.1)
REQUIRED EV CAPABLE SPACES 10
REQUIRED EVCS 03
REQUIRED EV VAN STALLS 01
LEGEND

ACCESSIBLE PATH OF TRAVEL

HOSE PULL

PROPERTY LINE

EXIT ACCESS TRAVEL DISTANCE EATD

ARCHITECTURE ENGINEERING INTERIOR DESIGN

LANDSCAPE ARCHITECTURE PLANNING
LPADesignStudios.com
619-795-2555 Office
2765 Truxtun Rd,
San Diego, California 92106
Developed for
Job Number
Checked By
Scale
This document and all other project documents, idea s,
aesthetics and designs incorporated therein are
instruments of service. All project documents are
copyright protected, are the property of LPA, Inc. (LPA) and cannot be lawfully used in whole or in part for any project or purpose except as set forth in the contr actual agreement between LPA and its Client. The unauthorized disclosure and/or use of the project documents (inc luding the creation of derivative works), may give rise to liability for copyright infringement, unlawful disclosure, us e or misappropriation of property rights held by LPA. T he
unauthorized use of the project documents will give rise to the recovery of monetary losses and damages
including attorney fees and costs for which the
unauthorized user will be held liable.

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

CODE ANALYSIS
G2.10
MD
MONROE ST. POOL REPLACEMENT

CODE ANALYSIS
1" = 20' -0"
G2.10 08 SITE EXITING PLAN

CODE ANALYSIS LEGEND
203
9 08/09/2024

1 A
2 BC
3 4
D
232 SF
16 OCC.

MULTI

PURPOSE
ROOM
14 B 1:15
56 SF
1 OCC.

ELEC.
14A
S-2 1:300
25 SF
1 OCC.

STORAGE
04A
S-2 1:300
124 SF
4 OCC.

MEN'S

CHANGING/

LOCKERS
05 B 1:50
MEN'S
SHOWER
06 MEN'S

RESTROOM
04 CORRIDOR
02 221 SF
15 OCC.

STAFF
LOUNGE
03 B 1:15
230 SF
16 OCC.

LOBBY
01 B 1:15
STAFF
SHOWER
03B
STAFF
RR
03A
128 SF
1 OCC.

ADMIN
07 B 1:150
99 SF
1 OCC.

OFFICE
07A
B 1:150

CORRIDOR
08 WOMEN'S
SHOWER
11 126 SF
4 OCC.

WOMEN'S

CHANGING/

LOCKERS
10 B 1:50 WOMEN'S

RESTROOM
09 23 SF
1 OCC.

STORAGE
09A
S-2 1:300
15 REQUIRED
PROVIDED 72"
3"
14 14
17 1
5 1
3 1
21 5
1 REQUIRED
PROVIDED 48"
3"

REQUIRED
PROVIDED 48"
3"

REQUIRED
PROVIDED 36"
3"

REQUIRED
PROVIDED 64"
3 1/2"
15 386 SF
2 OCC.

EXTERIOR

STORAGE
18 S-2 1:300
2 114 SF
3 OCC.

FIRST AID
16 B 1:50
76 SF
1 OCC.

EQUIPMENT

STORAGE
17 S-2 1:300
18'-9"
5 6
7 F E
903 SF
3 OCC.

POOL PUMP
ROOM
22 S-2 1:300
175 SF
1 OCC.

STORAGE
19 S-2 1:300
120 SF
1 OCC.

ELECTRICAL
21 S-2 1:300
140 SF
3 OCC.

CORRIDOR/

LOCKERS
20 A-3 1:50
FAMILY

RESTROOM/
SHOWER
20C
1 1

REQUIRED
PROVIDED 62"
3"

REQUIRED
PROVIDED 32"
3"

REQUIRED
PROVIDED 48"
3"

REQUIRED
PROVIDED 48"
3"
64 SF

CHEMICAL
ROOM
24 64 SF

CHEMICAL
ROOM
25 3 1 1
3 LEGEND

METAL STUD WALL CONSTRUCTION
1 HOUR RATED METAL STUD WALL CONSTRUCTION

CMU WALL CONSTRUCTION

GLAZING SYSTEM

PATH OF TRAVEL

EXISTING WALLS

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ALL DISCREPANCIES TO ARCHITECT.

2. EXTERIOR WALL DIMENSIONS ARE TO FACE OF STRUCTURAL SHEATHING, U.N.O. INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. VERIFY ANY DISCREPANCIES IN THE FIELD WITH THE ARCHITECT PRIOR TO BUILDING.

3. ALL GYPSUM BOARD EXPOSED TO VIEW SHALL HAVE LEVEL #4 FINISH, U.N.O.

4. FURRING AT COLUMNS, ROOF DRAINS, PIPES AND SIMILAR ELEMENTS TO BE HELD AS TIGHT TO OBSTRUCTION AS POSSIBLE, U.N.O.

5. AT ALL WET WALL LOCATIONS INCLUDING TOILET ROOMS, PROVIDE MOISTURE

RESISTANT GYPSUM BOARD AT EXPOSED AREAS AND CEMENTITIOUS BACKER BOARD BEHIND TILE.

6. PROVIDE THERMAL BATT INSULATION AT ALL EXTERIOR WALL AND ROOF ASSEMBLIES. R19 MIN. AT WALLS AND R40 MIN. AT ROOF.

7. LOCATE DOOR FRAME 6" MIN. FROM ADJACENT WALL FRAMING, TYP. DOOR FRAMES ARE TO BE LOCATED 6" FROM ADJACENT WALL FRAMING, U.N.O.

8. SLAB PLANS INDICATE WHICH WALLS REQUIRE CURBS. REFER TO WALL TYPES AND DETAILS FOR CURB WIDTHS.

9. WINDOW FRAME AND GLAZING TYPES PER EXTERIOR ELEVATIONS.

10. REFER TO INTERIOR ELEVATIONS FOR QUANTITY, LOCATION, AND DIMENSIONS OF WHITEBOARDS. COORDINATE AND PROVIDE BACKING AS REQUIRED.

11. ALL PLYWOOD AND WOOD BLOCKING SHALL BE FIRE TREATED PER TYPE IIA CONSTRUCTION.

12. CURTAINS SHALL NOT BE USED TO COVER OR BLOCK THE VIEW OF EXITS P ER SECTIONS 806.2 AND 1010.1 CBC.

13. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE BUILDI NG SPACE IS OCCUPIED.

14. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT -CANDLE AT THE WALKING SURFACE.

15. THE MEANS OF EGRESS ILLUMINATION SHALL BE SUPPLIED BY BACKUP

POWER (CONSISTING OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON - SITE GENERATOR) FOR A DURATION OF NOT LESS THAN 90 MINUTES. CBC 1008.3

GENERAL NOTES
0 0
### SF
Occ-Load OCC.

Room Name
###
# 1:OLF

ROOM NUMBER

SQUARE FOOTAGE

OCCUPANT LOAD

OCCUPANCY LOAD FACTOR

OCCUPANCY GROUP

COMBINED ROOM OCCUPANCY LOAD

INDIVIDUAL ROOM OCCUPANCY LOAD

REQUIRED
PROVIDED 36"
32"

REQUIRED EGREE WIDTH PER CODE

ANALYSIS
- DOORS/THRESHOLDS AT .15"/OCC PER
EXCEPTION #1 1005.3.2 OF CBC 2022;
- STAIRWAYS AT .3"/OCC

PROVIDED WIDTH

NO OCCUPANT LOAD

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

EGRESS PLAN
G2.11
MD
MONROE ST. POOL REPLACEMENT

EGRESS PLAN

KEYNOTE LEGEND
1/8" = 1' -0"
G2.11 04 BLDG A EGRESS
1/8" = 1' -0"
G2.11 11 BLDG B EGRESS
10 203
08/09/2024

COMPACT

COMPACT
N S - 2 4 0 6 2 7 0 2 . 7 0 7 2 9 5
R E V IT CO N T R O L P O IN T E W - 7 4 7 7 8 5 0 1 . 9 9 4 5 0 9 E le v - 0 ' -0 " NO

PARKING
EV

CHARGING
ONLY

NO PARKING
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
MIN. 8" FROM BACK OF

PEDESTAL TO EOP
1M 1M
10 13
18 16
16 12
12 13
11 11
11 11
14 20
20 11
11 21 21
22 21
22 22
22 22
22 23 11
22 22
22 24
24 24
17 11
22 22
11 11
11 11
11 11
17 17
17 25
25 26
24 24
21 21 21 21
22 22
22 11
27 27
27 11
15 28
19 19
27 27
10 28
27 17
206
208
203
208
207
207
206
208
207
210
205
205
200
200
200
200
205
6"
4"
5"
5"
12"
6"
12"
12"
4"
4"
4"
12"
12"
12"
6"x2
EV

CHARGING
ONLY
EV

CHARGING
ONLY
R
T
R
T
C
C
C
10 13
18 16
16 12
12 13
11 11
11 11
14 20
20 11
11 21 21
22 21
22 22
22 22
22 23 11
22 22
22 24
24 24
17 11
22 22
11 11
11 11
11 11
17 17
17 25
25 26
24 24
21 21 21 21
22 22
22 11
27 27
27 11
15 28
19 19
27 27
10 28
27 17
NO

PARKING
N

PROJECT NORTH
N

TRUE NORTH
A0.31
06 32.01
61'-11"
89'-8"
75'-8"
28'-2"

32.02 106'-11"
LEGEND
ACCESSIBLE PATH OF TRAVEL (P.O.T.)
ACCESSIBLE PATH OF TRAVEL (P.O.T.). BARRIER -FREE

ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES
EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT
THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND
IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT,
STABLE, FIRM, AND SMOOTH. CROSS -SLOPE DOES NOT
EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS
LESS THAN 5% UNLESS OTHERWISE INDICATED. P.O.T.

SHALL MAINTAIN 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 -204 AND 11B -307). ARCHITECT TO

VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE

BEEN REMOVED OR WILL BE REMOVED UNDER THIS

PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC
11B -206 PER 11B -201.4.

CONSTRUCTION SUPPORT FACILITIES, RELATED PARKING,

AND TOILETS SHOULD BE INCLUDED IN THE PATH OF
TRAVEL (EXCEPT AS NOTED IN 11B -203.2)

GENERAL NOTES

1. FOR PATH OF TRAVEL, CODE ANALYSIS, AND BUILDING DATA, REFER TO G2.10

2. FOR FIRE ACCESS INFORMATION, REFER TO G2.10

3. ALL AREAS AND SQUARE FOOTAGE DESCRIPTIONS SHOWN ARE FOR AGENCY

USE ONLY AND SHALL NOT BE USED FOR BIDDING OR CONSTRUCTION PURPOSE.

4. GATES IN THE PATH OF EGRESS MUST COMPLY WITH EXIT DOOR REQUIREMENTS. PROVIDE LEVER HARDWARE AND KICKPLATE. REFER TO LANDSCAPE DRAWINGS.

5. SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL.

PROPOSED BUILDING CANOPY/ OVERHANG

INDICATES RESTROOM OUTLINES (M) MEN, (W)

WOMEN, (R) RESTROOM

EASEMENT BOUNDARY, PER CIVIL DRAWINGS

PROPOSED CANOPY, PER LANDSCAPE
DRAWINGS. SHADE CANOPY ENGINEERING IS
A DEFERRED SUBMITTAL.

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

SITE PLAN
A0.21
MD
MONROE ST. POOL REPLACEMENT

SITE PLAN

KEYNOTE LEGEND

32.01 OUTDOOR STORAGE, WITH FABRIC CANOPY, REF SHEET : 3.0-2000.

SHADE CANOPY ENGINEERING IS A DEFERRED SUBMITTAL.

32.02 NEW POOL PER, SP-1
B
A
NEW

BUILDING
NEW

ADDITION

EXISTING

BUILDING
2,108 SF
2,968 SF
242 SF

EASEMENT BOUNDARY, PER CIVIL DRAWINGS

EASEMENT BOUNDARY, PER CIVIL DRAWINGS
11 203
08/09/2024

A0.31
09 A0.31
04 A0.31
08 A0.31
05 18'-8"
10'-8"
8'-8"
1'-0"

32.04 3'-8"
1'-0"
6'-6"
2'-4"
6'-6"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
11 A0.31

32.03 32.04
04 L5.12

32.03 10
L5.12

CONCRETE CURB
8" CONCRETE UNIT

MASONRY, SPLIT FACE

TO MATCH EXISTING

CONCRETE BLOCK CAP
FOOTING, REF TO: 02/S1.11
CMU WALL, REF TO: 02/S1.11
CONCRETE SLAB PER CIVIL 0'-6"
1'-0" 6'-4"
2"
6'-6"

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
As indicated
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

TRASH ENCLOSURE
A0.31
MD
MONROE ST. POOL REPLACEMENT

TRASH ENCLOSURE

KEYNOTE LEGEND

32.03 CMU SPEC

32.04 6" TALL CONCRETE CURB.
1/4" = 1' -0"
A0.31 06 TRASH ENCLOSURE FLOOR PLAN
3/8" = 1' -0"
A0.31 09 SOUTHWEST ELEVATION
3/8" = 1' -0"
A0.31 04 NORTHWEST ELEVATION
3/8" = 1' -0"
A0.31 08 NORTHEAST ELEVATION
3/8" = 1' -0"
A0.31 05 SOUTHEAST ELEVATION
1" = 1' -0"
A0.31 11 TRASH ENCLOSURE WALL AND
CURB
12 203
08/09/2024

1 A
2 BC
3 4
D
A1.03
15 A1.03 05
A1.03 11
A1.03
04 02.01 02.01

02.02 02.05

02.12 02.11

02.06 02.07

02.04 02.04

02.05 02.02

02.12 02.11

02.08 02.06

02.07 02.16

02.15 02.18

02.18 02.23

02.22 02.13

02.28 02.28

02.36 02.37
1 A
2 BC
3 4
D

02.17 02.20

02.21 02.21

02.20 02.20

02.21 02.20

02.29 02.29

02.29 02.23

DEMO FLOOR PLAN LEGEND
EXISTING WALL TO REMAIN. PROTECT IN PLACE.

EXISTING WALL TO BE DEMOLISHED

EXISTING DOOR AND FRAME TO BE REMOVED

EXTENTS OF EXISTING SLAB DEMOLITION

DEMO RCP LEGEND

EXISTING HARD LID CEILING TO BE DEMOLISHED
2'X2' ACT CEILING SYSTEM TO BE DEMOLISHED
INCLUDES TILE AND GRID.

DEMO KEYOTE

LIGHT FIXTURE TO BE DEMOLISHED
?

DEMOLITION GENERAL NOTES

1. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION,

EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED.

2. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS,

FIXTURES OR OTHER ELECTRICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. PROVIDE CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING OUTLETS, FIXTURES, EQUIPMENT, ETC. SCHEDULED TO REMAIN.

3. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT

IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS -BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS.

4. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE

SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK.

5. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL

BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY

6. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE

UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE.

7. DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS

INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OF DEVICES.

8. RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE.

9. CONTRACTOR SHALL VERIFY EXISTING CONDUIT/CONDUCTOR RUNS ON CIVIL DEMOLITION PLAN, SHEET C1.1. REUSE AS REQUIRED AND REMOVE ALL UNUSED CONDUIT/CONDUCTORS. REMOVE CONDUIT BACK TO SCOPE OF WORK LIMIT LINE.

AT EACH END OF FEEDER, TAG AND LABEL CONDUIT. DOCUMENT DETAILED DIMENSIONS ON AS -BUILTS. REMOVE CONDUCTORS BACK TO SOURCE (VERIFY WITH OWNER). UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE.

10. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRE AND REMOVED ALL UNUSED CONDUIT/WIRING. UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) CAN BE ABANDONED IN PLACE.

REMOVE UNUSED WIRING.

11. CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING

EQUIPMENT PRIOR TO INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT. REASSIGN CIRCUITS AND LOADS ACCORDINGLY. PROVIDE COMPLETE "AS BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR PANELS.

12. WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO

POWER OR SIGNAL SYSTEMS WHILE A BUILDING IS OCCUPIED OR THAT EFFECT

ADJACENT BUILDINGS, SCHEDULE OUTAGES OR INTERRUPTIONS WITH THE

OWNER, BUILDING OCCUPANTS AND/OR ADJACENT BUILDING OWNER(S) AND OCCUPANTS PRIOR TO CONDUCTING OUTAGE(S) OR INTERRUPTIONS.

13. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE

ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION.

ARCHITECTURE ENGINEERING INTERIOR DESIGN

FOR REGULATORY

APPROVAL & PERMITTING

NOT FOR CONSTRUCTION
Revision Date SHEETS SHEET

ENGINEERING DEPARTMENT

CITY OF CARLSBAD
IMPROVEMENT PLAN FOR:

APPROVED:

DEPUTY CITY ENGINEER DATE
DRAWING NO. PROJECT NO. DWN BY:

CHKD BY:

RVWD BY:

DATE INITIAL DATE INITIAL

DATE INITIAL

ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION EXPIRES 9/30/25
PROJECT 4724 199-4

JOHN MAASHOFF
LICENSE # C61909
1/8" = 1'-0"
MONROE ST. POOL REPLACEMENT
3401 MONROE ST
CARLSBAD, CA 92008

CITY OF CARLSBAD
1902710

DEMO FLOOR PLAN
& RCP BLDG A
A1.01
MD
MONROE ST. POOL REPLACEMENT

DEMO FLOOR PLAN & RCP BLDG A
1/8" = 1' -0"
04 / A1.03 DEMO FLOOR BLDG A 04
1/8" = 1' -0"
04 / A1.03 RCP DEMO BLDG A 11

KEYNOTE LEGEND

02.01 EXISTING CARPET TO BE REMOVED, PREP CONCRETE F OR NEW

FLOORING FINISH

02.02 EXISTING FLOORING FINISH TO BE DEMOLISHED

02.04 EXISTING COUNTERTOP AND FIXTURES TO BE DEMOLIS HED

02.05 EXISTING SHOWERS TO BE DEMOLISHED

02.06 EXISTING TOILETS, URINALS AND TOILET PARTITION TO BE

DEMOLISHED

02.07 EXISTING WALL MOUNTED LAVATORY TO BE DEMOLISHE D

02.08 EXISTING COLUMN TO REMAIN, PROTECT IN PLACE

02.11 EXISTING LOCKERS TO BE DEMOLISHED

02.12 EXISTING SHOWER BENCH TO BE DEMOLISHED

02.13 EXISTING STOREFRONT AND DOOR TO BE DEMOLISHED

02.15 EXISTING CASEWORK TO BE DEMOLISHED

02.16 EXISTING RECEPTION DESK TO BE DEMOLISHED

02.17 EXISTING SUSPENDED CEILING AND GRID TO BE DEMO LISHED

02.18 EXISTING DRINKING FOUNTAIN TO BE DEMOLISHED

02.20 EXISTING LIGHTING TO BE DEMOLISHED

02.21 EXISTING GYP CEILING TO BE DEMOLISHED

02.22 EXISTING WATER HEATER TO BE DEMOLISHED

02.23 EXISTING ROOF ACCESS LADDER AND HATCH TO BE DE MOLISHED

02.28 EXISTING SLAB TO BE DEMO'D FOR NEW PLUMBING

02.29 EXISTING SKYLIGHT TO BE REMOVED. INFILL WITH JOISTS AND PLYWOOD SHEATHING.

02.36 EXISTING AV CABINET - REMOVE AND RETURN TO BUI LDING OWNER.

02.37 EXISTING WALL MOUNTED TV, REMOVE AND RETURN TO OWNER

KEYPLAN
A
B
13 203
08/09/2024