Exhibit B - OMP Aquatic Center Plan Set — South San Francisco City Council, December 13, 2023

60% CONSTRUCTION DOCUMENTS

CITY OF SOUTH SAN FRANCISCO

ORANGE MEMORIAL PARK AQUATIC CENTER
1 W ORANGE AVE
JUNE 15, 2023
PROJECT NUMBER: 202206

REVISION

NUMBER DATE DESCRIPTION

DESIGN REVIEW
APN: 014041160

PROJECT TEAM

LOCATION MAP

TENNIS DRIVE

ORANGE AVE
AUGUST 28, 2023

PLANNING APPLICATION SUBMITTAL
PROJECT TEAM:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 ADDISON STREET
BERKELEY, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 WILLOW ROAD, SUITE 250
PLEASANTON, CA 94588
P: 925.396.7704
LANDSCAPE ARCHITECT:

SWA
2200 BRIDGEWAY
SAUSALITO, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 PINE STREET, 6TH FLOOR
SAN FRANCISCO, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 MONTGOMERY STREET, SUITE 230
SAN FRANCISCO, CALIFORNIA, 94111
P: 415.655.4000
AQUATICS:

AQUATIC DESIGN GROUP
2226 FARADAY AVENUE
CARLSBAD, CA 92008
P: 760.438.8400
PROJECT INFO:

ZONING DISTRICT: CIVIC DISTRICT - PARKS AND RECREATION
PROPOSED:
28'-0"
35'-11" @ NATATORIUM
23'-0" @ POOL STORAGE
29'-0"
REQUIRED:
30'-0"
20'-0"
10'-0"
BUILDING HEIGHT:

SETBACKS:

SETBACKS ON ORANGE AVENUE:

SETBACKS ON TENNIS DRIVE:

GENERAL NOTES

SYMBOLS LEGEND

ABBREVIATIONS

PROJECT LOCATION

SHEET INDEX

1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF

THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR,

INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE ARCHITECT, THE

CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION.

2. WHERE NEW CONSTRUCTION ABUTS EXISTING CONSTRUCTION TO REMAIN, ALL CONDITIONS AFFECTING WORK

PROGRESS AND CONFORMANCE TO PLANS AND SPECIFICATIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO START OF WORK.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. WHERE DISCREPANCIES IN DIMENSIONS OCCUR THEY SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION.

4. ALL WORK AND MATERIALS SHALL BE IN ACCORD WITH THE LATEST RULES AND REGULATIONS OF ALL APPLICABLE STATE AND/OR LOCAL CODES, LAWS, ORDINANCES, STATUTES AND REGULATIONS. NOTHING IN THE

DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES, REGULATIONS, AND CODES.

5. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, AND TYPICAL DETAILS OF CONSTRUCTION. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION; WORK NOT EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. WHERE DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION.

6. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS, BOUNDARY DECLINATIONS, AND EXISTING GRADES ARE BASED UPON THE SURVEY DRAWING. THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE SITE AND

SATISFIED HIMSELF AS TO ACTUAL GRADES, LEVELS, DIMENSIONS, AND DECLINATIONS AND THE TRUE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED.

7. MASONRY DIMENSIONS ARE GIVEN TO THE NOMINAL FACE OF MASONRY. DO NOT SCALE THE DRAWINGS. LAY OUT WORK FOLLOWING WRITTEN DIMENSIONS. IF WRITTEN DIMENSIONS ARE LACKING, NOTIFY THE ARCHITECT AT ONCE. IF NO LOCATING DIMENSIONS ARE SHOWN, DOOR OPENINGS ARE LOCATED BY THE DOOR DETAILS.

8. DIMENSIONS AND ELEVATIONS ON THESE DRAWINGS REFER TO BUILDING DATUM, UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING.

HDWD. HARDWOOD
CEM. PLAS.

CLKG.

C.O.

CLO.

C.J.

CH.

CER.

C.J.

CLG.

C.I.

CEM.

CAULKING

CLEAN OUT
CLOSET

CONSTRUCTION JOINT

COAT HOOK

CONTROL JOINT

CEILING

CAST IRON

CERAMIC

CEMENT PLASTER
CEMENT
EXPO.

EXT.

EXP.

E.W.

E.W.C.

EQUIP.

EQ.

E.P.

ENCL.
(E)

EXPOSED

EXTERIOR

EXPANSION

ELECTRIC WATER COOLER

ELECTRICAL PANEL

EQUIPMENT

EACH WAY

EXISTING

ENCLOSURE
EQUAL

INTERMEDIATE

INTERIOR

INSULATION

INSIDE DIAMETER (DIMENSION)

HORIZONTAL

HOLLOW METAL

HARDWARE
INTERM.

INT.

INSUL.

I.D.

HR.

HT.

HORIZ.

H.M.

HDWE.

HOUR
HEIGHT
ADJ. ADJUSTABLE
B.O.

BOT.

B.U.R.

B.O.C.

B.R.

B.S.

BM.

BLKG.

BLK.

BLDG.

BD.

BOTTOM OF

BOTTOM OF CURB

BUILT-UP ROOFING
BOTTOM

BOTTOM OR RISER

BOTTOM OF SILL

BLOCKING

BUILDING
BOARD
BEAM
BLOCK
APPROX.

ASPH.

BTW.

ALT.

ARCH.

A.P.

ALUM.

AGGR.

A.F.F.

ASPHALT

BETWEEN

ARCHITECT

APPROXIMATE

ACCESS PANEL

ALTERNATE

ALUMINUM

AGGREGATE

ABOVE FINISH FLOOR
ACOUS.

A.D.

A.B.

A.C.

ABV.
#
T
∅

ANCHOR BOLT

AREA DRAIN

ACOUSTICAL

ASPHALTIC CONCRETE
ABOVE

POUND, NUMBER

PERPENDICULAR

DIAMETER, ROUND
CL
@
&
PL
d

CENTERLINE

PROPERTY LINE

PENNY (NAIL)
AT
ANGLE
AND

DRINKING FOUNTAIN
E.F.

ELEV.

ELEC.

E.J.

EL.

E.B.

D.S.P.

EA.

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATOR

ELEVATION

EXPANSION BOLT
EACH
EAST

DRY STANDPIPE
DIM.

D.W.P.

DWR.

DWG.

DR.

D.O.

DN.

DISP.

D.D
DIAG.

DIA.

D.F.

DET.

DEMO.

DIMENSION

DESIGN WORKING POINT
DOOR
DRAWER

DRAWING

DOOR OPENING

DISPENSER
DOWN
DETAIL

DIAGONAL

DIAMETER

DECK DRAIN

DEMOLISH

HOLLOW CORE

HOSE BIBB
GROUND
H.B.

HDR.

H.C.

HEADER
HIGH
GYP.

GR.

GND.

GL.

GYPSUM
GRADE
GLASS

GROUND FAULT INTERRUPTER

GYPSUM WALL BOARD

GRAB BAR

GALVANIZED

FURRING

FOUNDATION

FOOTING

FOOT, FEET
G.B.

G.F.I.

GWB.

GALV.

GA. GAUGE
FURR.

FND.

FTG.

FT.

C.T.

CTR.

CPT.

CNTR.

CTSK.

CORR.

CONT.

CONST.

DEEP
CENTER
CARPET

COUNTER

COUNTERSINK

CERAMIC TILE

CORRIDOR

CONTINUOUS

CONSTRUCTION
C.M.U.

CONC.

COMP.

COL.

CLR.

CONCRETE MASONRY UNIT

CONCRETE

COMPOSITION
COLUMN
CLEAR

FACE OF

FRAMING

FIREPROOF

FACE OF STUDS

FACE OF FINISH

FACE OF CONCRETE

FLASHING

FIRE HOSE CABINET

FINISH FLOOR

FIRE HYDRANT
FRMG.

FPRF.

F.O.

F.O.S.

F.O.F.

F.O.C.

FLASH.

FLR.

FIXT.

FIN.

F.H.C.

F.F.

F.H.

FLOOR

FIXTURE
FINISH

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN

FIRE ALARM
F.E.C.

F.E.

FDN.

F.D.

F.A.

OD OVERFLOW DRAIN
S.P.R.

S.O.G.

S.N.D.

S.M.D.

S.H.V.C.

CONTRACTOR INSTALLED

OWNER FURNISHED

OUTSIDE DIAMETER
PLUMB. PLUMBING
OPP.

OPNG.

O.F.C.I.

O.D.

OPPOSITE

OPENING
S.S.D.

S.S.

SQ.

SPEC.

S.L.D.

S.M.

SIM.

SHT.

SHR.

SEE LANDSCAPE DRAWINGS

SEE STRUCTURAL DRAWINGS

SQUARE FOOT, SQUARE FEET

SINGLE-PLY ROOFING

SLAB ON GRADE

SANITARY NAPKIN DISPENSER

SEE MECHANICAL DRAWINGS

SURFACE MOUNTED HOSE

STAINLESS STEEL
SQUARE

SPECIFICATION

VALVE CABINET

SHEET METAL

SIMILAR
SHEET
SHOWER
W.S.

WT.

WSCT.

W/O
WR
WP.

W.F.

W.O.

WD.

WOOD SCREW
WEIGHT

WAINSCOT

WIDE FLANGE

WHERE OCCURS

WATER RESISTANT

WATERPROOF

WITHOUT
WOOD
T. & G.
r. RADIUS
S.C.D.

R.W.L.

RDWD.

RESIL.

REQ'D
REINF.

REFER.

MUL. MULLION

NOT TO SCALE

NOT IN CONTRACT
NOM. NOMINAL
O.C.

O.A.

N.T.S.

ON CENTER

OVERALL
(N)
NO.

N.I.C.

NEW
NUMBER
NORTH
SH.

S.E.D.

SECT.

S.D.

SCH.

S.C.

R.B.

R.O.

RM.

MASONRY OPENING

MISCELLANEOUS

MANUFACTURER

MACHINE BOLT
MIN. MINIMUM
MTD.

MTL.

M.O.

MISC.

MIR.

MOUNTED
METAL
MIRROR
MECH.

MH.

MFR.

MEMB.

M.B.

MAX.

MECHANICAL

MANHOLE

MEMBRANE

MAXIMUM
REV.

RET.

REF.

RGTR.

R.D.
(R)
R.

U.O.N.

SEE ELECTRICAL DRAWINGS

SEE CIVIL DRAWINGS

RAIN WATER LEADER
SHELF

SECTION

SOAP DISPENSER

SCHEDULE

SOLID CORE
SOUTH

RUBBER BASE

REDWOOD

ROUGH OPENING
ROOM
V.I.F.

W
W.C.

W/
W.

VEST.

VERT.

V.T.

UR.

REQUIRED

REVISION, REVISED

RETAINING

RESILIENT

REINFORCED

REFRIGERATOR

REFERENCE

ROOF DRAIN
REMOVE
RISER
TRANSF.

UNF.

TYP.

T.O.W.

T.O.B.

T.O.C
T.P.D.

T.O.S.

T.O.

THR.

THK.

PTN.

PLYWD.

P.LAM.

PREFAB.

PRCST.

LT.

LOC.

LKR.

LIGHT
LONG

LOCATION
LOCKER
LAV.

LAM.

L.B.

LAVATORY

LAMINATE

LAG BOLT
P.T.R.

PTD
PT.

PR.

PTP
JT.

JST.

JAN.

JOINT
JOIST

JANITOR
PLAS.

PL.

PTDF

PAPER TOWEL RECPTACLE

PHENOLIC TOILET PARTITION

PARTITION

PAINTED

POINT, POINT
PAIR

PLYWOOD
TEMP.

T
T.C.

T.B.

SYM.

S.V.

SUSP.

PRESSURE TREATED DOUGLAS FIR

PLASTER

PLASTIC LAMINATE
PLATE

PRE-FABRICATED

PRECAST
STRUCT.

STOR.

STL.

TONGUE AND GROOVE

UNLESS OTHERWISE NOTED

VERIFY IN FIELD

WATER CLOSET
WIDE
WITH
WEST

VESTIBULE

VERTICAL

VINYL TILE
URINAL

TOILET PAPER DISPENSER

TRANSFORMER

UNFINISHED

TYPICAL

TOP OF WALL

TOP OF BENCH

TOP OF CONCRETE
TOP OF

TOP OF STRUCTURE

THRESHOLD
THICK

TEMPERED
TALL

TOP OF CURB

TOWEL BAR

SYMMETRICAL

SHEET VINYL

SUSPENDED

STRUCTURAL

STORAGE
STEEL
CW. CURTAIN WALL
PLAN
NORTH

ROOM KEY

BUILDING SECTION KEY

KEY NOTE

DETAIL PLAN KEY

EXTERIOR ELEVATION

INTERIOR ELEVATION

DRAWING TITLE

GRID LINE REFERENCE
SCALE
TITLE

ELEVATION TARGET

DOOR NUMBER
3 GRID

T TEMPERED GLASS
#
123

ROOM ROOM NAME
ROOM #
P - #
SCALE: 1" = 4'-0"
0 2' 4' 8'

GRAPHIC SCALE
GRID

SPOT ELEVATION
1 DRAWING REVISION

MATCHLINE
XX/A.XX
+21'-0"
VIEW
4 3
SHEET 2
1 SHEET
1 VIEW
LEVEL
0'-0"
SHEET
NO.

NO.

SHEET

DETAIL SECTION KEY
NO.

SHEET

PAINT TYPE
101

PARTITION TYPE
2 HR ASSEMBLY

WORK POINT

DENOTES

EXTERIOR WALL
E #
1 HR ASSEMBLY
ORANGE AVE.

TENNIS
DR.

PROJECT DESCRIPTION

THE PROJECT WILL BE BUILT WITHIN THE EXISTING ORANGE MEMORIAL PARK AT THE CORNER OF TENNIS DRIVE AND ORANGE AVENUE. THE SCOPE OF THE PROJECT INCLUDES A NEW BUILDING WITH INDOOR POOL, OUTDOOR SWIMMING POOL, AND SITEWORK. POOL CONSTRUCTION WILL TAKE PLACE UNDER THIS PERMIT.

DEMOLITION OF THE EXISTING AQUATICS CENTER IS INCLUDED WITHIN THE PROJECT SCOPE.

DEMOLITION WILL NOT OCCUR UNTIL THE NEW AQUATICS CENTER IS OPERATIONAL.

DEMOLITION SCOPE INCLUDES ONE BUILDING WITH AN INDOOR POOL, AN EXISTING PARKING LOT, AND SITE WORK. THE EXISTING INDOOR POOL WILL NEED TO BE INFILLED.

THE BUILDING WILL NOT SERVE AS AN EMERGENCY OPERATION CENTER.

OWNER CONTACT

CITY OF SOUTH SAN FRANCISCO
33 ARROYO DRIVE
SOUTH SAN FRANCISCO, CA 94080
PHILIP VITALE, JR., DEPUTY DIRECTOR OF CAPITAL PROJECTS [email protected]
(650) 877-8548

SWINERTON MANAGEMENT & CONSULTING

JOHN BAKER, PROJECT EXECUTIVE
[email protected]
(415) 710-8059

LINDA RIZZOLI, SENIOR PROJECT MANAGER
[email protected]
(650) 218-8726

DEFERRED SUBMITTALS

GENERAL CONTRACTOR SHALL PREPARE AND SUBMIT THE FOLLOWING FOR REVIEW

AND APPROVAL AFTER EACH ITEM HAS FIRST BEEN REVIEWED AND APPROVED BY THE ARCHITECT AND/OR ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE

COMPLETE WORKING DRAWINGS AND STRUCTURAL CALCULATIONS PREPARED BY A CALIFORNIA LICENSED ENGINEER.

1. AUTOMATIC FIRE SPRINKLER SYSTEM

2. FIRE ALARM SYSTEM

3. BUILDING AUTOMATION & MANAGEMENT SYSTEM

4. EXTERIOR NON-STRUCTURAL STEEL FRAMING

5. ALUMINUM BLEACHERS TO COMPLY WITH ICC 300

6. UNDERGROUND FIRE LINE

7. STOREFRONT AND CURTAIN WALL FRAMING

8. MECHANICAL UNIT SUPPORTS AT ROOF

9. SEE SHEET S000 FOR DELEGATED DESIGN ITEMS TO BE SUBMITTED TO AHJ

10. FALL ARREST SYSTEM

11. PHOTOVOLTAIC SYSTEMS
SF.

A.C.C. ACCESSIBLE
R.C.P. REFLECTED CEILING PLAN
SF - # STOREFRONT TYPE

L LAMINATED GLASS

WALL SECTION KEY
SHEET
NO.

A.C.T. ACOUSTICAL CEILING TILE
B.O.D BASIS OF DESIGN
SASM
SAF

SELF-ADHERED SHEET MEMBRANE

SELF-ADHERED FLASHING
APN #014041160

BID DEDUCTIVE ALTERNATES

1. REMOVE (10) SOLATUBES AS SHOWN ON RCP AND ROOF PLAN.

2. REPLACE SLIDING GLASS PARTITION AT ACTIVITY ROOM WITH STOREFRONT TO MATCH EXISTING ADJACENT. INCLUDE 3'-0" WIDE DOOR.

3. REPLACE COMPOSITE WOOD CEILING WITH PAINTED GYP. BOARD. 03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

INDEX SHEET
A001
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

MECHANICAL
M001 LEGEND, SYMBOLS, GENERAL NOTES & DRAWING LIST
M003 TITLE 24 CALCULATIONS
M004 TITLE 24 CALCULATIONS
M005 TITLE 24 CALCULATIONS
M006 TITLE 24 CALCULATIONS
M200 FLOOR PLAN LEVEL 1 - HVAC
M205 LOW ROOF PLAN - HVAC
M401 DETAILS
M402 DETAILS
M403 DETAILS
M404 DETAILS
M405 DETAILS
M501 SCHEDULES
M502 SCHEDULES
M601 FLOW DIAGRAMS
M701 CONTROL DIAGRAMS
M702 CONTROL DIAGRAMS
M703 CONTROL DIAGRAMS
M704 CONTROL DIAGRAMS

ELECTRICAL
E001 LEGEND, SYMBOLS, GENERAL NOTES & DRAWING LIST
E002 TITLE 24 CALCULATIONS
E003 TITLE 24 CALCULATIONS
E004 TITLE 24 CALCULATIONS
E101 OVERALL SITE PLAN - LIGHTING
E102 OVERALL SITE PLAN - POWER
E200 FLOOR PLAN LEVEL 1 - LIGHTING
E300 FLOOR PLAN LEVEL 1 - POWER
E301 LOW ROOF PLAN - POWER
E401 ENLARGED PLANS
E501 SINGLE LINE DIAGRAM
E601 LIGHT FIXTURE SCHEDULE
E602 LIGHTING CONTROL SOO
E604 PANELBOARD SCHEDULES 480Y/227V-3Ø-4W
E605 PANELBOARD SCHEDULES 208Y/120V-3Ø-4W
E701 DETAILS
E702 DETAILS
E703 DETAILS
E704 DETAILS
E705 DETAILS

PLUMBING
P001 LEGEND, SYMBOLS, GENERAL NOTES & DRAWING LIST
P002 TITLE 24 CALCULATIONS
P200U FOUNDATION PLAN LEVEL 1 - PLUMBING
P202 FLOOR PLAN LEVEL 1 INDOOR POOL - PLUMBING
P205 LOW ROOF PLAN - PLUMBING
P206 NATATORIUM ROOF PLAN - PLUMBING
P401 DETAILS
P402 DETAILS
P403 DETAILS
P501 SCHEDULES
P601 DOMESTIC WATER DIAGRAM
P602 SANITARY WASTE DIAGRAM
P603 STORM DRAIN DIAGRAM
P604 POOL HEATING PIPING DIAGRAM
FIRE ALARM (for reference only)
FA001 FIRE ALARM LEGEND, NOTES AND REQUIRERMENTS
FA101 OVERALL SITE PLAN - FIRE ALARM
FA200 FLOOR PLAN LEVEL 1 - FIRE ALARM
FA201 FLOOR PLAN LEVEL 1 OUTDOOR POOL - FIRE ALARM
FA501 RISER DIAGRAM - FIRE ALARM
FA701 DETAILS - FIRE ALARM
FA702 DETAILS - FIRE ALARM
FA703 DETAILS - FIRE ALARM

TELECOM
T001 LEGEND, NOTES AND REQUIREMENTS - TELECOM
T100 OVERALL TELECOM CONDUIT SITE PLAN
T101 OVERALL SITE PLAN - TELECOM
T200 FLOOR PLAN LEVEL 1 - TELECOM
T201 FLOOR PLAN LEVEL 1 OUTDOOR POOL - TELECOM
T501 RISER DIAGRAMS AND RACK ELEVATIONS - TELECOM
T701 DETAILS - TELECOM
T702 DETAILS - TELECOM
T703 DETAILS - TELECOM
T704 DETAILS - TELECOM
T705 ERRCS TESTING ZONES

SECURITY
TS001 LEGEND, NOTES AND REQUIREMENTS - SECURITY
TS101 SITE PLAN - SECURITY
TS200 FLOOR PLAN LEVEL 1 - SECURITY
TS201 FLOOR PLAN LEVEL 1 OUTDOOR POOL - SECURITY
TS501 RISER DIAGRAMS - SECURITY
TS701 DETAILS - SECURITY
TS702 DETAILS - SECURITY
TS703 DETAILS - SECURITY

AUDIO VISUAL
TV001 LEGEND, NOTES AND REQUIREMENTS - AUDIO VISUAL
TV200 FLOOR PLAN LEVEL 1 - AUDIO VISUAL
TV201 FLOOR PLAN - LEVEL 1 OUTDOOR POOL AUDIO VISUAL
TV501 AUDIO VISUAL BLOCK DIAGRAMS
TV701 DETAILS - AUDIO VISUAL

AQUATICS
DP-1 OUTDOOR POOL DECK PLAN
SP-1 OUTDOOR SWIMMING POOL LAYOUT PLAN
SP-2 OVERALL POOL PIPING PLAN
SP-3 INDOOR / OUTDOOR POOL UNDERWATER LIGHT PLAN
SP-4 OUTDOOR SWIMMING POOL SECTIONS
SP-5 DETAILS
SP-6 DETAILS
SP-7 DETAILS
SP-8 DETAILS
SP-9 DETAILS
SP-10 DETAILS
AP-1 INDOOR ACTIVITY POOL LAYOUT PLAN
AP-2 INDOOR ACTIVITY POOL SECTIONS
AP-3 DETAILS
AP-4 DETAILS
AP-5 DETAILS
AP-6 DETAILS
AP-7 DETAILS
MR-1 MECHANICAL ROOM LAYOUT PLAN
MR-2 PUMP PIT / BACKWASH PIT SECTION
MR-3 DETAILS
MR-4 DETAILS
MR-5 DETAILS
MR-6 DETAILS
MR-7 DETAILS
MR-8 DETAILS
MR-9 DETAILS

ADMINISTRATIVE
A000 COVER SHEET
A001 INDEX SHEET
A002 CODE ANALYSIS
A003 EGRESS PLAN
A010 CALGREEN CHECKLIST
A011 CALGREEN CHECKLIST
A012 CALGREEN CHECKLIST
A020 RESTROOM ACCESSIBILITY DETAILS
A021 ACCESSIBILITY DETAILS
CIVIL
C001 COVER AND PROJECT NOTES
C100 EXISTING CONDITIONS
C200 UTILITY DEMOLITION PLAN
C300 ROUGH GRADING PLAN
C301 ROUGH GRADING SECTIONS
C302 GRADING AND DRAINAGE PLAN
C400 SITE UTILITY PLAN
C500 STORMWATER CONTROL PLAN
C600 PAVING AND STRIPING PLAN
C601 TEMPORARY PHASE PLAN
C602 TEMPORARY PAVING AND STRIPING PLAN
C700 EROSION CONTROL PLAN
C701 EROSION CONTROL DETAILS
C702 BEST MANAGEMENT PRACTICES DATA SHEET
C800 CIVIL DETAILS
C801 CIVIL DETAILS
C802 CIVIL DETAILS
C803 CIVIL DETAILS
C900 FIRE ACCESS PLAN

LANDSCAPE
L000 EXISTING CONDITION AERIAL
L001 ILLUSTRATIVE PLAN
L100 LAYOUT PLAN
L101 SITE SECTIONS - ORANGE AVE & TENNIS DR
L102 SITE SECTIONS - DROP-OFF & LANDFORM AT WIND SCREEN L103 SITE SECTIONS - PEDESTRIAN CROSSWALK & ENTRY PLAZA L104 ACCESS DIAGRAM INITIAL PHASE
L105 ACCESS DIAGRAM PHASE 1B
L200 GRADING PLAN
L300 IRRIGATION PLAN
L301 IRRIGATION LEGEND AND NOTES
L302 IRRIGATION DETAILS
L303 IRRIGATION DETAILS
L304 IRRIGATION DETAILS
L305 IRRIGATION DETAILS
L400 PLANTING PLAN
L401 PLANTING LIST
L402 PLANTING DETAILS
L403 TREE SHADE
L500 PAVING DETAILS
L501 FENCE, WALL, AND SITE FURNISHING DETAILS
L502 VETERANS MEMORIAL DETAIL

ARCHITECTURE
A100 DEMOLITION SITE PLAN
A101 OVERALL SITE PLAN
A105 PLANS AND ELEVATIONS - POOL STORAGE
A106 SECTIONS AND DETAILS - POOL STORAGE
A110 SITE DETAILS
A200 FLOOR PLAN
A201 FLOOR PLAN - OUTDOOR POOL
A202 SLAB PLAN
A203 CMU LAYOUT PLAN
A205 ROOF PLAN
A300 EXTERIOR ELEVATIONS
A301 EXTERIOR ELEVATIONS
A305 BUILDING SECTIONS
A306 BUILDING SECTIONS
A308 SECTIONS AND ELEVATIONS POOL WIND SCREEN
A309 PLAN AND SECTIONS - MECHANICAL SCREEN
A310 WALL SECTIONS
A311 WALL SECTIONS
A312 WALL SECTIONS
A313 WALL SECTIONS
A314 WALL SECTIONS
A400 ENLARGED PLANS, INTERIOR ELEVATIONS & ACCESSORIES
A401 ENLARGED PLANS & ELEVATIONS - WOMEN'S LOCKER
A402 ENLARGED PLANS & ELEVATIONS - MEN'S LOCKER
A403 ENLARGED PLANS & ELEVATIONS - FAMILY CHANGING
A404 ENLARGED PLANS AND ELEVATIONS - STAFF
A405 ENLARGED PLANS & ELEVATIONS - WOMEN'S LOCKER
A406 ENLARGED PLANS & ELEVATIONS - MEN'S LOCKER
A500 INTERIOR ELEVATIONS - LOBBY
A501 INTERIOR ELEVATIONS
A502 INTERIOR ELEVATIONS - NATATORIUM
A503 INTERIOR ELEVATIONS - NATATORIUM
A600 REFLECTED CEILING PLAN
A800 SCHEDULES
A801 SIGNAGE TYPE AND DETAILS
A802 EXTERIOR SIGNAGE DETAILS
A803 METAL PANEL SCHEDULE
A804 METAL PANEL SCHEDULE
A805 STOREFRONT SCHEDULE
A806 STOREFRONT & CURTAIN WALL SCHEDULE NATATORIUM
A810 EXTERIOR WALL TYPES
A811 EXTERIOR DETAILS - WALL BASE
A812 EXTERIOR WALL DETAILS
A813 EXTERIOR WALL DETAILS
A820 EXTERIOR DETAILS - CURTAINWALL AND STOREFRONT
A821 EXTERIOR DOOR DETAILS
A830 ROOF DETAILS
A831 ROOF DETAILS
A840 EXTERIOR DETAILS - ENLARGED WATERPROOFING
A900 INTERIOR PARTITION TYPES
A901 INTERIOR PARTITION DETAILS - TYP. NON-BEARING
A902 INTERIOR DETAILS - WALL
A903 INTERIOR DETAILS - STOREFRONT
A910 CEILING DETAILS - GYP BOARD & PLASTER
A911 CEILING DETAILS - LINEAR WOOD COMPOSITE
A912 CEILING DETAILS - ACOUSTICAL CEILING TILE
A920 INTERIOR DETAILS - DOOR, BASE AND FLOOR
A930 INTERIOR DETAILS - CASEWORK & MISCELLANEOUS
A931 ENLARGED PLANS, ELEVATIONS AND DETAILS - RECEPTION DESK

STRUCTURAL
S001 GENERAL NOTES & SHEET LIST
S002 GENERAL NOTES
S003 GENERAL NOTES
S004 MASTER ABBREVIATIONS, SYMBOLS
S100 LOAD PLANS AND ISOMETRICS
S200 SITE PLAN
S201 FOUNDATION PLAN
S202 LOW ROOF FRAMING PLAN
S203 NATATORIUM ROOF FRAMING PLAN
S301 BUILDING ELEVATIONS
S302 BUILDING ELEVATIONS
S303 BRACED FRAME ELEVATIONS
S304 CMU WALL ELEVATIONS
S401 SECTIONS
S501 TYPICAL CONCRETE DETAILS
S502 TYPICAL CONCRETE DETAILS
S503 TYPICAL CONCRETE DETAILS
S511 FOUNDATION SCHEDULE & DETAILS
S512 CONCRETE DETAILS
S601 TYP. CONC. MASONRY UNIT (CMU) DETAILS
S602 TYP. NON-LOAD BEARING CONC. MASONRY UNIT (CMU) DETAILS S701 TYPICAL STEEL DETAILS
S702 TYPICAL STEEL DETAILS
S703 TYPICAL METAL DECK DETAILS
S704 TYPICAL METAL DECK DETAILS
S705 STEEL COLUMN SCHEDULE & DETAILS
S706 MISC STEEL DETAILS
S721 BRB DETAILS
S722 STEEL COLLECTOR DETAILS (SFRS)
S723 TYPICAL BRB BASE PLATE DETAIL (SFRS)
S731 SITE STEEL DETAILS

REVISION

NUMBER DATE DESCRIPTION
A000
A001
A002
A003
C001
C100
C300
C301
C302
C400
C600
C900
L000
L001
L100
L101
L102
L103
L200
L300
L301
L400
L401
L402
L403
L500
L501
L502
A100
A101
A105
A106
A110
A200
A201
A205
A300
A301
A305
A306
A308
A309
A802
E101
E200
E601
Z000
Z001
Z002
-COVER SHEET
-INDEX SHEET
-CODE ANALYSIS
-EGRESS PLAN
- COVER AND PROJECT NOTES
-EXISTING CONDITIONS
-ROUGH GRADING PLAN
-ROUGH GRADING SECTIONS
-GRADING AND DRAINAGE PLAN
-SITE UTILITY PLAN
-PAVING AND STRIPING PLAN
-FIRE ACCESS PLAN
-EXISTING CONDITION AERIAL
-ILLUSTRATIVE PLAN
-LAYOUT PLAN
-SITE SECTIONS - ORANGE AVE & TENNIS DR
-SITE SECTIONS - DROP-OFF & LANDFORM AT WINDSCREEN
-SITE SECTIONS - PEDESTRIAN CROSSWALK & ENTRY PLAZA
-GRADING PLAN
-IRRIGATION PLAN
-IRRIGATION LEGEND AND NOTES
-PLANTING PLAN
-PLANTING LIST
-PLANTING DETAILS
-TREE SHADE
-PAVING DETAILS
-FENCE, WALL, AND SITE FURNISHING DETAILS
-VETERANS MEMORIAL DETAIL
-DEMOLITION SITE PLAN
-OVERALL SITE PLAN
-PLANS AND ELEVATIONS - POOL STORAGE
-SECTIONS AND DETAILS - POOL STORAGE
-SITE DETAILS
-FLOOR PLAN
-FLOOR PLAN - OUTDOOR POOL
-ROOF PLAN
-ELEVATIONS
-ELEVATIONS
-BUILDING SECTIONS
-BUILDING SECTIONS
-SECTIONS AND ELEVATIONS POOL WINDSCREEN
-PLAN AND SECTIONS - MECHANICAL SCREEN
-EXTERIOR SIGNAGE DETAILS
-OVERALL SITE PLAN - LIGHTING
-FLOOR PLAN LEVEL 1 - LIGHTING
-LIGHTING FIXTURE SCHEDULE
-PROJECT RENDERINGS
-EXTERIOR MATERIALS
-SITE PHOTOS PLANNING APPLICATION SUBMITTAL NOT FOR CONSTRUCTION

CODE ANALYSIS
Plumbing Fixture Count -- Swimming Pools (Based on CBC Ch. 31) Plumbing Fixture Calculation per CBC Section 3116B.2--Dept. of Public Health Size (SF)
Outdoor Pool - 25M x 25 YD 6226
Indoor Activity Pool
Required Fixture Count
Women
5430
Occ.
389
389
778
Load
Factor
Occ.

Load
Male Female
Men
Totals
15 15
WC67
416
362
Urinals 6/
208
181
Lavs 55
208
181
Showers 88Drinking
Fountain 4

CITY OF SOUTH SAN FRANCISCO PLANNING

COMMISSION CONDITIONS OF APPROVAL
Applicable Codes:

California Code of Regulations, Title 24, Published by the California Building Standards Commission:

Part 1, “2022 California Administrative Code” (CAC)
Part 2, “2022 California Building Code” (CBC)
Part 3, “2022 California Electrical Code” (CEC)
Part 4, “2022 California Mechanical Code” (CMC)
Part 5, “2022 California Plumbing Code” (CPC)
Part 6, “2022 California Energy Code” (CEC)
Part 9, “2022 California Fire Code” (CFC)
Part 11, “2022 California Green Building Standards Code” Part 12, “2022 California Reference Standards Code”
City of South San Francisco Municipal Code
CBC Chapter 3: Occupancies A-3 Indoor Swimming Pool without Spectator Seating A-5 Outdoor Swimming Pool with Spectator Seating A-3 Activity Room B Offices S-2 Low Hazard Storage CBC Chapter 5: Occupancy Separation
Section 508.3 Nonseparated occupancies:

Different occupancies are not required to be separated as long as building area and height are based on the requirements of the most restrictive occupancy. The most restrictive occupancy is A-3, therefore if the building complies with code allowances for A-3 occupancy we can consider the building to be a nonseparated A-3 occupancy.

CBC Chapter 5: General Building Heights and Areas
The building is to be of Type VB construction and will be fully sprinklered.

The building height is one story with a maximum height of 30’-0”.

Chapter 9: Fire Protection Systems
Fire Area: Fire area is defined as the floor area enclosed by exterior building walls. Horizontal projections of the roof or floor above shall be included in the fire area.

Section 903.2.1.3: Group A-3 occupancies are required to have fire sprinklers when the fire area excess 12,000 sf or the fire area has an occupant load of 300 or more.

City of South San Francisco Code Amendments
Section 903.2 of the California Fire Code is amended to read as follows:
903.2. Where required. Approved automatic sprinkler systems in new and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 903.2.12 whichever is the more restrictive.

1. In other than residential buildings which require the installation of fire sprinkler for all new buildings according to the California Building Code, an automatic sprinkler system shall be provided throughout all new buildings and structures greater than 1,000 square feet of building area.

CBC Chapter 10: Means of Egress
Means of egress is to be provided per the calculated occupant loads for the various occupancy groups per Table 1004.5. The number of exits provided are based on the calculated occupant loads per Tables 1006.3.1 and 1006.3.2(2) with 2 exits provided where there are more than 49 occupants, 3 exits for more than 500 occupants and 4 exits for more than 1,000 occupants. The egress component widths for the exterior areas such as the pool and pool deck will be calculated per CBC Sections 1005.3.1 and 1005.3.2 as unsprinklered areas.

CBC Chapter 16 Section 1604 Table 1604.5: Risk Category of Buildings and Other Structures The project is designed as Risk Category II - See Structural Drawings.

The project does not fall under any of the types listed under Risk Category I. The building will not serve as an essential facility and therefore does not fall under Risk Category IV. Per the IBC Commentary, see following area analysis which demonstrates that the public assembly occupancy equates to less than 50% of the overall building square footage - therefore the building does not fall under Risk Category III.

Construction
Type
Most Restrictive
Occupancy
Area (SF)
Per Table 506.2
Height (Stories
and Feet)
VB A-3 24,000 [S1] 1 / 40'
Building Element Type VB
Construction
Primary Structural Frame 0 hours
CBC Chapter 6: Types of Construction
Bearing Walls - Exterior
Bearing Walls - Interior
Nonbearing Walls and Partitions - Exterior
Nonbearing Walls and Partitions - Interior
Floor Construction and Associated Secondary Members
Roof Construction and Associated Secondary Members
0 hours
0 hours
0 hours
0 hours
0 hours
0 hours
642 feet out of 892 feet face open space = 72% If per table CBC Table 506.3.3 = 0.50 Allowable Area Calculation: Aa = [At+ (NS x If)] Aa = 24,000 + (6,000 x .5) Aa = 27,000 sf Men's Locker Rooms
Women's Locker Rooms
Provided Fixture Count
15Total Fixtures
WC74Urinals /7Lavs 55Showers 77
2 Family Changing Rooms (Gender Neutral)
Drinking
Fountain
Public Restroom
2/ 2 2
1/1
7 14 26 6
13 6 10 16
PLUMBING FIXTURE ANALYSIS (PER CBC CH. 31)

PLUMBING FIXTURE ANALYSIS (PER CPC)
Base Scope
Enclosed Building Area
Total Building Area
Building Area in Square Feet (per Section 202)
22,500
24,655
Staff Changing Rooms
Pool Deck (Gender Neutral)
1/1
/2
8 4
Plumbing Fixture Calculation per CPC Table 4-1
Size (SF)
Lobby 1915
Indoor Activity Pool
Required Fixture Count
Women
5430
Occ.
608
608
1215
Load
Factor
Occ.

Load
Men
Totals
30 50
WC4
10 64
109
Urinals 5/Lavs 46Drinking
Fountain
414 5 10
Room
Exterior Pool Deck - Seating 84
Exterior Pool Deck 5743 11 522
Outdoor Pool - 25M x 25 YD 6226 50 125

OUTDOOR POOL DECK

NATATORIUM
Indoor Pool Deck 3100 11 282
Office 1
Lifeguard Office
Office 2
Activity Room
TOTAL 1215

BUILDING INTERIOR
130 150 1
134 150 1
130 150 1
762 30 26
Notes
Half of capacity

PROVIDED FIXTURE COUNT
Area within horizontal projection
of Roof
1,693
Pool Storage 462
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

CODE ANALYSIS
A002
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

REVISION

NUMBER DATE DESCRIPTION
Number Name OCC Class Area
A3 CORRIDOR 312 SF
A5 FAMILY CHANGING 96 SF
A6 ADULT CHANGING 178 SF
A20 RESTROOM 69 SF
A23 RESTROOM 97 SF
A25 STAFF SHOWER 40 SF
792 SF
A-3
A27 ACTIVITY ROOM A-3 753 SF
A30 INDOOR POOL DECK A-3 2,379 SF
N1 NATATORIUM A-3 5,300 SF
8,432 SF
B
A1 LOBBY B 1,880 SF
A2 WOMEN'S LOCKER B 835 SF
A7 MEN'S LOCKER B 802 SF
A19 OFFICE B 143 SF
A21 LIFE GUARD B 221 SF
A22 OFFICE B 120 SF
A28 WOMEN'S LOCKER B 562 SF
A29 MEN'S LOCKER B 568 SF
5,129 SF
S-2
A4 JANITOR STORAGE S-2 255 SF
A8 IDF S-2 144 SF
A9 TRASH S-2 185 SF
A10 FIRE RISER S-2 65 SF
A11 ACID S-2 68 SF
A12 CHLORINE S-2 87 SF
A13 ELEC S-2 281 SF
A14 POOL MECH S-2 2,006 SF
A15 POOL STORAGE S-2 462 SF
3,553 SF
Grand total: 26 17,907 SF A-3 CATEGORY = 47% OF OVERALL BUILDING SF

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
STOP
POTS

NO AP RK NI G NI X
G
BIKE
LANE
15 OP TS
DAEHA

1. EXIT SIGNS SHALL BE LOCATED SO THAT THEY ARE READILY VISIBLE AND CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL.

2. MEANS OF EGRESS, SPECIFICALLY EXIT DISCHARGE, SHALL BE

ILLUMINATED AT ALL TIMES THE SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

3. CIRCULATION PATHS OF THE MEANS OF EGRESS SHALL HAVE A

SLIP-RESISTANT SURFACE AND BE SECURELY ATTACHED PER CBC 1003.4. SEE SPECS FOR MORE INFORMATION OF REQUIREMENTS.

4. WIDTH OF EGRESS COMPONENTS = OCCUPANT LOAD TIMES 0.2 INCHES PER CBC 1005.3.2.

5. MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES DURING THE SPACE IS OCCUPIED.

6. BUILDING IS EQUIPPED WITH EMERGENCY VOICE / ALARM
COMMUNICATION SYSTEM IN ACCORDANCE WITH CBC 907.5.2.2, SEE FIRE ALARM DRAWINGS.

K-KB KNOX BOX - SURFACE MOUNTED

PANIC HARDWARE, SEE DOOR SCHEDULE AND SPECS
COMMON PATH OF EGRESS TRAVEL LIMIT (SPACES WITH 1 EXIT):

A OCCUPANCIES = 75'
B & S OCCUPANCIES = 100'
A & B OCCUPANCIES ARE PERMITTED UP TO 49 OCCUPANTS
S OCCUPANCIES ARE PERMITTED UP TO 29 OCCUPANTS
EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2):

A OCCUPANCY = 250', FULLY-SPRINKLERED
S-2 OCCUPANCY = 400', FULLY-SPRINKLERED
B OCCUPANCY = 300', FULLY-SPRINKLERED
EGRESS WIDTH CALCULATION:

EGRESS COMPONENT OTHER THAN STAIR: OCCUPANT LOAD X 0.20 =

REQUIRED WIDTH

EGRESS COMPONENT OTHER THAN STAIR, FULLY SPRINKLERED W/ VOICE ALARM COMMUNICATION SYSTEM: OCCUPANT LOAD X .15 = REQUIRED

EXIT WIDTH (INCHES)
NOTE: OCCUPANT LOAD FACTORS ARE CALCULATED USING EXCEPTION #1 UNDER 1005.3.2 (OTHER EGRESS COMPONENTS) FOR BUILDINGS

EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.
100' PATH OF TRAVEL DISTANCE TO EXIT
PH
95000
100
Name AREA NAME (SEE EGRESS SCHEDULE)

OCCUPANT LOAD

AREA (SF)

ACCESSIBLE PATH OF TRAVEL

C COMPANION SEAT

LIMIT OF WORK

PROPERTY LINE
E TACTILE "EXIT" SIGN,
ER TACTILE "EXIT ROUTE" SIGN,

OS MAXIMUM OCCUPANCY SIGN,
SEE 15 / A801
SEE 11 / A801
SEE 4 / A801

S SEMI-AMBULANT SEAT

A AISLE SEAT
FOR ILLUMINATED EXIT SIGNAGE, S.E.D.
1880 SF
126
LOBBY
835 SF
17 WOMEN'S
LOCKER
802 SF
17 MEN'S
LOCKER
753 SF
51 ACTIVITY
ROOM
255 SF
1 JANITOR

STORAGE

CORRIDOR
FAMILY

CHANGING
ADULT

CHANGING
144 SF
1 IDF
185 SF
1 TRASH
68 SF
1 ACID
2006 SF
7 POOL MECH
143 SF
1 OFFICE
221 SF
2 LIFE GUARD
120 SF
1 OFFICE

RESTROOM
562 SF
12 WOMEN'S
LOCKER
568 SF
12 MEN'S
LOCKER
5300 SF
107

NATATORIUM

RESTROOM
281 SF
1 ELEC
87 SF
1 CHLORINE
65 SF
1 FIRE RISER
462 SF
2 POOL

STORAGE
STAFF
SHOWER

ACCESSORY MECHANICAL AND STORAGE AREAS

ASSEMBLY USE - CONCENTRATED

ASSEMBLY USE - FIXED SEATING

ASSEMBLY USE - LOCKER ROOMS

ASSEMBLY USE - UNCONCENTRATED

BUSINESS USE - GENERAL

SWIMMING POOLS - DECK

SWIMMING POOLS - POOL

UNOCCUPIED
2379 SF
159
INDOOR

POOL DECK
6287 SF
126

OUTDOOR
POOL
2104 SF
141

OUTDOOR

POOL DECK
1/3 = 12.8'
38' - 5 7/16"
2625
1 7
1 1
1 1
8 9
1 1
11 12
12 2
9 8
2 1 1
71 36
36 72
71 90 90
90 CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
27 1/2"
27 1/2"
72"
184
184 0.15
32"
CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
13 1/2"
13 1/2"
72"
90 90 0.15
32"
1376 SF
197
LAWN
440 SF
125

BLEACHERS
CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
34"
34"
72"
228
228 0.15
34"
138
138
207
138
CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
20 1/2"
20 1/2"
72"
138
138 0.15
32"
CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
20 1/2"
20 1/2"
72"
138
138 0.15
32"
CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
83"
83"
144"
414
414 0.2
83"
228
CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
20 1/2"
20 1/2"
72"
138
138 0.15
32"
14' - 10 5/8"
3' - 0" 6' - 0" 3' - 0"
60' - 8"
6' - 0"
6' - 0"
4' - 0"
6' - 0"
C
S
C
S
C
S
C
S
10' - 1"
AISLE
4' - 6"
10' - 1" AISLE
4' - 6"
A
A
main exit per CBC 1029.2
CALCULATED EXIT WIDTH:

EXIT WIDTH PROVIDED:

X =
REQUIRED WIDTH:
21 1/2"
21 1/2"
72"
143
143 0.15
32"
main exit per CBC 1029.2
207
414
6' - 0"
6' - 0"
OS
ER ER
E
E
E
ER
E
E
E
E
E
E
E E
E
E
E
ER
ER
PH
PH
PH
PH PH
PH
PH
PH
PH
PH
PH
PH
PH
PH PH
F.E.C.

F.E.C.

F.E.

F.E.C.

F.E.C.
97'
171'
97'
K-KB
K-KB
K-KB
K-KB
OS
OS
14' - 0"
6' - 0"
6' - 0"
7' - 4"
6' - 11"
6' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

EGRESS PLAN
A003
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
LEGEND

GENERAL NOTES - EGRESS
**OUTDOOR POOL & POOL DECK OCCUPANT LOAD:
589 EXTERIOR OCCUPANTS + 215 FROM NATATORIUM + 24 FROM LOCKER ROOMS + 90 FROM LOBBY = 918 (3 EXITS REQUIRED, 4 PROVIDED)

ACCESSIBILITY NOTES

1. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIERFREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2” IF BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4”MAX, AND AT LEAST 48” IN WIDTH.

SURFACE IS STABLE, FIRM, AND SLIP RESISTANT. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF

TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING
OBSTRUCTIONS TO 80”MINIMUM, AND PROTRUDING OBJECTS
GREATER THAN 4” PROJECTION FROM WALL AND ABOVE 27” AND LESS THAN 80”. ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL.

2. SEE AQUATIC DRAWINGS FOR POOL ACCESSIBILTY FEATURES.

3. PER CBC 11B-221.5, LAWN SEATING IS ADJACENT TO AN ACCESSBILE PATH OF TRAVEL.

4. FOR EXTERIOR THRESHOLDS, SEE SHEET A821.

SEATING EGRESS NOTES
PER CBC 1030.9.1 MINIMUM AISLE WIDTH
• SEATING ON BOTH SIDES: 48" MINIMUM OR 36" WHERE SERVING < 50 SEATS
• SEATING ON ONE SIDE: 36" MINIMUM CLEAR, OR 23" WHERE THE STEPPED AISLE SERVES < 5 ROWS ON ONE SIDE.
• 23" MINIMUM BETWEEN STEPPED AISLE HANDRAIL AND SEATING

WHEN AISLE IS SUBDIVIDED BY A MID-AISLE HANDRAIL
BLECAHER AISLES:
• 48" MIN. REQ'D (SEATING ON 2 SIDES WITH < 5 ROWS)
• 54" CLEAR WIDTH PROVIDED
WHEELCHAIR SEATING PER CBC 11-221.2:

TOTAL # OF BENCH SEATS = 125
PER CBC TABLE 11B-221.2.1.1, 4 WC SPACES ARE REQUIRED. 4 HAVE BEEN PROVIDED.

COMPANION SEATS:

PER CBC 11B-221.3, 1 COMPANION SEAT IS REQUIRED FOR EACH WC SPACE. 4 HAVE BEEN PROVIDED.

SEMI-AMBULATORY SEATS:

PER CBC 11B-221.6, 1% OF TOTAL # OF SEATS, OR MINIMUM OF 2 ARE REQUIRED.
1% OF 125= 1.25 = 2 REQUIRED. 4 HAVE BEEN PROVIDED.

MORE THAN 24" OF LEGROOM IS AVAILABLE AT ANY 1ST ROW SEAT AT THE

POOL DECK LEVEL
DESIGNATED AISLE SEATS:

CBC 11B-221.4, 5% OF TOTAL # AISLE SEATS SHALL BE DESIGNATED AISLE SEATS.
5% OF 12 AISLE SEATS = 0.6 = 1 REQUIRED.
2 HAVE BEEN PROVIDED.
1/16" = 1'-0" 1

EGRESS PLAN

OCCUPANCY SCHEDULE
Number Name OCC Class Area
Occupany
Load Factor OLF Type
Occupant
Load # Exits

POOL DECK EGRESS
A33 LAWN A-5 1,376 SF 7.0 NSF 197 2
A31 OUTDOOR POOL A-5 6,287 SF 50.0 GSF 126 2
A32 OUTDOOR POOL DECK A-5 2,104 SF 15.0 GSF 141 2
A34 BLEACHERS A-5 440 SF FIXED 125 2
POOL DECK EGRESS: 4 10,207 SF 589

OCCUPANCY SCHEDULE
Number Name OCC Class Area
Occupany
Load Factor OLF Type
Occupant
Load # Exits

BUILDING ONLY EGRESS
A1 LOBBY B 1,880 SF 15.0 NSF 126 2
A27 ACTIVITY ROOM A-3 753 SF 15.0 NSF 51 2
A3 CORRIDOR 312 SF 0.0 N/A
A5 FAMILY CHANGING 96 SF 0.0 N/A
A6 ADULT CHANGING 178 SF 0.0 N/A
A23 RESTROOM 97 SF 0.0 N/A
A20 RESTROOM 69 SF 0.0 N/A
A25 STAFF SHOWER 40 SF 0.0 N/A
A2 WOMEN'S LOCKER B 835 SF 50.0 GSF 17 1
A7 MEN'S LOCKER B 802 SF 50.0 GSF 17 1
A4 JANITOR STORAGE S-2 255 SF 300.0 GSF 1 1
A8 IDF S-2 144 SF 300.0 GSF 1 1
A9 TRASH S-2 185 SF 300.0 GSF 1 1
A11 ACID S-2 68 SF 300.0 GSF 1 1
A14 POOL MECH S-2 2,006 SF 300.0 GSF 7 1
A19 OFFICE B 143 SF 150.0 GSF 1 1
A21 LIFE GUARD B 221 SF 150.0 GSF 2 1
A22 OFFICE B 120 SF 150.0 GSF 1 1
A28 WOMEN'S LOCKER B 562 SF 50.0 GSF 12 1
A29 MEN'S LOCKER B 568 SF 50.0 GSF 12 1
N1 NATATORIUM A-3 5,300 SF 50.0 GSF 107 2
A13 ELEC S-2 281 SF 300.0 GSF 1 1
A12 CHLORINE S-2 87 SF 300.0 GSF 1 1
A10 FIRE RISER S-2 65 SF 300.0 GSF 1 1
A15 POOL STORAGE S-2 462 SF 300.0 GSF 2 1
A30 INDOOR POOL DECK A-3 2,379 SF 15.0 GSF 159 2
BUILDING ONLY EGRESS: 26 17,907 SF 521
+ 329** 3

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

COVER AND

PROJECT NOTES
C001
(N) NORTH
(S) SOUTH

LP LOW POINT

HV HIGH VOLTAGE

SDWK SIDEWALK

CCG CONCRETE CURB & GUTTER
1/2 PT HALF POINT OF CURB RETURN AT F/C
(F) FUTURE

DW DOMESTIC WATER
BM

BLDG, B
BOV
CMP
CO
CONC
(E)
EVC
FF
FG
FT

BENCH MARK

BUILDING

BLOWOFF VALVE

CORRUGATED METAL PIPE

CLEANOUT

CONCRETE
EAST

END VERTICAL CURVE

FINISHED FLOOR ELEVATION

FINISHED GRADE
FEET

HIGH POINT

MINIMUM

MANHOLE

MONUMENT
NUMBER

PORTLAND CEMENT CONCRETE

POINT OF REVERSE CURVE

PROPOSED STORM DRAIN EASEMENT
POINT
HP
MIN
MH
MON
NO, #
PRC
PSDE
PT

GB GRADE BREAK

R RADIUS

BCR BEGIN CURB RETURN

BW, B/W BACK OF WALK

CR CURB RETURN

DWG DRAWING

E ELECTRIC

ECR END OF CURB RETURN

EL, ELEV ELEVATION

F/C, FC FACE OF CURB

FP FINISHED PAVEMENT

GRD GRADE

JP JOINT POLE

NTS NOT TO SCALE
PCC POINT OF COMPOUND CURVE or

PG&E PACIFIC GAS AND ELECTRIC

PR, PROP PROPOSED

ST STREET

T, TEL TELEPHONE

TG TOP OF GRATE

TP TOP OF PAVEMENT

TYP TYPICAL

VERT VERTICAL

WM WATER METER

WV WATER VALVE
(W) WEST

W/ WITH

LAT LATERAL

DWY DRIVEWAY

PL PROPOSED LINE

T&B TOP AND BOTTOM

DIA DIAMETER

PAE PRIVATE ACCESS EASEMENT

H&T HUB & TACK

CATV CABLE TELEVISION

I(CO) CLEANOUT INVERT ELEVATION

PSUE PUBLIC SERVICE UTILITY EASEMENT

TW TOP OF WALL

UG UNDERGROUND

SDCB STORM DRAIN CATCH BASIN

SLB STREET LIGHT BOX
C1 CURVE NUMBER

L LENGTH

PAV, PVMT PAVEMENT

SP SIGN POST

CI CURB INLET

SYMBOL DESCRIPTION
AB
AC
BC
FL

AGGREGATE BASE

ASPHALTIC CONCRETE

BEGIN OF CURVE

FLOW LINE

SD STORM DRAIN

C, C/L, CL CENTERLINE

EDGE OF PAVEMENT

STA STATION

E/P, EP

SS SANITARY SEWER

LF LINEAL FEET

HGL HYDRAULIC GRADE LINE

RCP REINFORCED CONCRETE PIPE
G GAS

IE, INV INVERT ELEVATION

CB CATCH BASIN

W WATER, WATERLINE

GR GRATE ELEVATION

TC TOP OF CURB

MAX MAXIMUM

PVC POLYVINYL CHLORIDE

SDMH STORM DRAIN MANHOLE

SH, SHT SHEET

RT RIGHT

R/W RIGHT-OF-WAY

LT LEFT

SSMH SANITARY SEWER MANHOLE

S SLOPE

EC END OF CURVE

BO BLOWOFF

TEMP TEMPORARY

END OF VERTICAL CURVE ELEVATION

END OF VERTICAL CURVE STATION
EVCE
EVCS

VC VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

RW RECLAIMED WATER

IRR IRRIGATION

RIM RIM ELEVATION

ARV AIR RELEASE VALVE

FH FIRE HYDRANT
ADJ
AGG
ADJUST

AGGREGATE

DIP DUCTILE IRON PIPE
L

TI TRAFFIC INDEX

PW POTABLE WATER

PP PERFORATED PIPE

FS FINISHED SURFACE

PIV POST INDICATOR VALVE

FDC FIRE DEPARTMENT CONNECTION

FS FIRE SERVICE
E.A.E. EMERGENCY ACCESS EASEMENT

WSP WET STANDPIPE

RPP REDUCED PRESSURE PRINCIPAL

BFP BACKFLOW PREVENTER

JPL JOINT POLE WITH LIGHT

JT JOINT TRENCH

OHE & T OVERHEAD ELECTRICAL

CP CATHODIC PROTECTION

SYMBOL DESCRIPTION

ET ELECTRIC TRANSFORMER

AND TELEPHONE

PRV PRESSURE REDUCING VALVE

I(M) SEWER MAIN INVERT ELEVATION

FO FIBER OPTICS

EGCL EXISTING GROUND AT CENTERLINE

EX EXISTING

LOG LIP OF GARAGE

EVA EMERGENCY VEHICLE ACCESS

LG LIP OF GUTTER

GRND GROUND ELEVATION

SWL SWALE

EOW EDGE OF WALK

SSCO SANITARY SEWER CLEANOUT

SDLI STORM DRAIN LINE

OH OVERHEAD

FW FIRE WATER

OC ON CENTER

STD STANDARD

SW SIDEWALK

SOUTHEAST
(SW)
(SE)

SOUTHWEST

EB ELECTRIC BOX

EV ELECTRIC VAULT

FAB FIRE ALARM BOX

GP GUARD POLE

COM COMMUNICATION

EXTS EXISTING TOP OF SLAB

HC HANDICAPPED

INV INVERT

TS TOP OF SLAB

WB WATER BOX

SMY SMALL MANAGEMENT YARD

BOT BOTTOM OF BOX

COR CORNER

PB PULL BOX

SDAD STORM DRAIN AREA DRAIN
(NE)
(NW)

NORTHEAST

NORTHWEST

COL BUILDING COLUMN

HCR HANDICAP RAMP

ETW EDGE OF TRAVEL WALK

AD AREA DRAIN

VG VALLEY GUTTER

SDCO STORM DRAIN CLEANOUT
ABBREVIATIONS:

RG ROUGH GRADE
GENERAL NOTES:

1. ARRANGE FOR REQUIRED INSPECTIONS BY CITY PROJECT
MANAGER OR APPROVED DESIGNEE. NO DELAY OF WORK CLAIM

WILL BE ALLOWED DUE TO CONTRACTOR'S FAILURE TO ARRANGE
FOR REQUIRED CITY INSPECTIONS IN ADVANCED. PROVIDE
NOTICE TO CITY ENGINEER A MINIMUM OF 2 WORKING DAYS IN
ADVANCE OF REQUIRED INSPECTIONS.

2. REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED

IN WRITING BY ENGINEER, WHO WILL OBTAIN APPROVAL FROM

CITY PROJECT MANAGER OR APPROVED DESIGNEE PRIOR TO
CONSTRUCTION OF AFFECTED ITEMS. REVISIONS SHALL BE

ACCURATELY SHOWN ON REVISED PLANS, WHICH SHALL BE

REVIEWED AND APPROVED BY THE ENGINEER AND CITY PROJECT

MANAGER OR APPROVED DESIGNEE PRIOR TO INSTALLATION OF
THE IMPROVEMENTS.

3. REPLACED OR REPAIR EXISTING UTILITIES, IMPROVEMENTS OR

FEATURES DAMAGED, REMOVED, OR DISTURBED BY

CONSTRUCTION TO THEIR ORIGINAL CONDITION, WHETHER
SHOWN ON PLANS OR NOT.

4. REPLACE STREET MONUMENTS, LOT CORNERS PIPES AND OTHER PERMANENT MONUMENTS DISTURBED DURING CONSTRUCTION.

MONUMENTS SHALL BE SET BY A SURVEYOR REGISTERED IN THE
STATE OF CALIFORNIA.

5. IMPLEMENT CONSTRUCTION DUST CONTROL MEASURES TO

REDUCE PARTICULATE GENERATION TO A LESS THAN
SIGNIFICANT LEVEL. PROVIDE DUST CONTROL IN CONFORMANCE

WITH BAY AREA AIR QUALITY MANAGEMENT DISTRICT MINIMUM
REQUIREMENTS.

6. SHOULD IT APPEAR THAT THE WORK IS NOT SUFFICIENTLY

DETAILED OR SPECIFIED IN CONSTRUCTION DOCUMENTS, NOTIFY

ENGINEER AND OBTAIN CLARIFICATION BEFORE PROCEEDING
WITH WORK IN QUESTION.

7. CONSTRUCTION STAKING SHALL BE DONE BY A CIVIL ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA.

8. MATCH EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK,

ADJACENT LANDSCAPE AND OTHER IMPROVEMENTS WITH

SMOOTH TRANSITION TO AVOID ABRUPT OR APPARENT CHANGES

IN GRADES, CROSS SLOPES, LOW SPOTS OR HAZARDOUS
CONDITIONS.

9. PROTECT ADJOINING PREMISES, TREES, LANDSCAPING, UTILITIES,

SIDEWALKS, STREETS AND OTHER FEATURES FROM DAMAGE BY
CONTRACTOR'S OPERATION. REPAIR, REPLACE OR CLEAN

ADJOINING PREMISES, TREES, LANDSCAPING, UTILITIES,

SIDEWALKS, STREETS AND OTHER FEATURES TO SATISFACTION
OF OWNER.

10. OBTAIN AND PAY FOR PERMITS AND LICENSES AS REQUIRED TO

PERFORM WORK WITHIN THE CITY OF SOUTH SAN FRANCISCO
PRIOR TO START OF WORK. PERMITS MAY INCLUDE CITY

ENCROACHMENT PERMIT FOR WORK IN CITY RIGHT OF WAY AND
GRADING PERMIT.

11. WORK SHALL CONFORM TO THE 2022 CITY OF SOUTH SAN
FRANCISCO MUNICIPAL CODE.

EXISTING CONDITIONS:

1. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON FIELD SURVEY DATED SEPTEMBER 2022 BY BKF
ENGINEERS. CONDITIONS ENCOUNTERED ON SITE MAY VARY
FROM THOSE SHOWN. REVIEW CONSTRUCTION DOCUMENTS AND

CONDUCT INVESTIGATIONS TO UNDERSTAND AND VERIFY
EXISTING CONDITIONS AT THE SITE.

2. EXISTING SUBSURFACE IMPROVEMENTS AND UTILITIES SHOWN

ON THESE PLANS WERE TAKEN FROM RECORD INFORMATION

KNOWN TO THE ENGINEER AND FIELD SURVEY OF ABOVE GRADE
FEATURES. THESE PLANS ARE NOT MEANT TO BE A FULL
CATALOG OF EXISTING SUBSURFACE CONDITIONS. CONDUCT

FIELD INVESTIGATION TO VERIFY THE LOCATIONS AND

ELEVATIONS OF EXISTING SUBSURFACE IMPROVEMENTS AND

UTILITIES WHETHER SHOWN ON PLANS OR NOT, PRIOR TO START OF EXCAVATION. IF DISCREPANCIES BETWEEN EXISTING

CONDITIONS AND THERE PLANS ARE DISCOVERED, NOTIFY

ENGINEER IMMEDIATELY AND REQUEST DISCREPANCY BE
RESOLVED.

3. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AFFECTING UTILITIES. POTHOLE

WHERE NEEDED TO VERIFY LOCATION AND ELEVATION OF
EXISTING UTILITIES.

4. CONTACT USA (UNDERGROUND SERVICES ALERT) AT
1-800-227-2600, AND AFFECTED UTILITY COMPANIES A MINIMUM OF 2 WORKING DAYS PRIOR TO STARTING WORK TO REQUEST
UTILITIES TO BE MARKED.

UTILITIES:

1. NOTIFY PG&E A MINIMUM OF 2 WORKING DAYS PRIOR TO
COMMENCING WORK. IF EXISTING ELECTRIC, GAS OR OTHER

UTILITY SERVICES ARE DISTURBED OR DAMAGED DURING
CONSTRUCTION, NOTIFY UTILITY OWNER IMMEDIATELY.

2. PROTECT EXISTING UTILITIES FROM DAMAGE CAUSED BY
CONTRACTOR'S WORK.

DRAWING LANGUAGE:

1. NOTES AND CALLOUTS ON DRAWINGS MAY BE IMPERATIVE
LANGUAGE. REQUIREMENTS EXPRESSED IMPERATIVELY ARE TO

BE PERFORMED BY THE CONTRACTOR UNLESS NOTED
OTHERWISE.

RECORD DRAWINGS:

1. KEEP ACCURATE RECORD OF THE FINAL LOCATION, ELEVATION

AND DESCRIPTION OF WORK ON A COPY OF THE FINAL
APPROVED CONSTRUCTION DOCUMENTS. NOTE THE LOCATIONS

AND ELEVATION OF EXISTING IMPROVEMENTS ENCOUNTERED

THAT VARY FROM THE LOCATIONS SHOWN ON THE
IMPROVEMENT PLANS. PROVIDE COPY OF RECORD INFORMATION
TO OWNER AT COMPLETION OF PROJECT AND WHEN REQUESTED.

STATEMENT OF RESPONSIBILITY:

1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE

WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,

CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME

SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS

DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND

NOT BE LIMITED TO NORMAL WORKING HOURS, AND

CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,

INDEMNIFY AND HOLD BOTH DESIGN PROFESSIONAL AND THE

CITY OF SOUTH SAN FRANCISCO HARMLESS FROM ANY AND ALL

LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING

LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF EITHER THE

DESIGN PROFESSIONAL OR THE CITY OF SOUTH SAN FRANCISCO
RESPECTIVELY.

UNAUTHORIZED CHANGES AND USES:

1. THE ENGINEER PREPARING THESE PLANS WILL NOT BE

RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST

BE IN WRITING AND REQUIRE WRITTEN APPROVAL OF THE CITY

PROJECT MANAGER OR APPROVED DESIGNEE AND THE
PREPARER OF THESE PLANS.

CITY NOTES:

1. ALL CONSTRUCTION SHALL BE COMPLETED AND MAINTAINED IN A PROFESSIONAL MANNER AND APPEARANCE.

2. PRIOR TO PLACEMENT OF ANY CONSTRUCTION TRAILERS, THE

GENERAL CONTRACTOR SHALL SUBMIT A SITE PLAN SHOWING

PLACEMENT OF THE CONSTRUCTION TRAILERS AND SHALL

AGREE TO ABIDE BY ALL CONDITIONS OF APPROVAL REQUIRED
BY THE COMMUNITY DEVELOPMENT DIRECTOR.

3. BEFORE COMMENCING ANY WORK IN THE CITY'S RIGHT-OF-WAY,

THE GENERAL CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
PERMIT, POSTING THE REQUIRED BONDS AND INSURANCE.

4. SUBSEQUENT TO ISSUANCE OF A GRADING PERMIT BY THE

BUILDING INSPECTION DIVISION AND PRIOR TO COMMENCEMENT

OF ANY WORK PERTAINING TO ON-SITE DRAINAGE FACILITIES,

GRADING, OR PAVING OR ANY WORK IN THE CITY'S

RIGHT-OF-WAY, THE GENERAL CONTRACTOR SHALL NOTIFY THE
ENGINEERING DIVISION AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE.

5. ALL EXCESS FILL SHALL BE DISPOSED OF IN ACCORDANCE WITH CITY REQUIREMENTS. ALL BUILDING DEBRIS SHALL BE DISPOSED OF OUTSIDE THE CITY OF SOUTH SAN FRANCISCO.

6. THE PROJECT SHALL COMPLY WITH ALL CITY/EMID CODES IN EFFECT AT THE TIME OF ISSUANCE OF THE BUILDING PERMITS.

7. PRIOR TO OCCUPANCY, THE GENERAL CONTRACTOR SHALL

REPAIR AND REPLACE TO CITY STANDARDS ANY STREETS,

CURBS, GUTTERS AND SIDEWALKS DAMAGED DURING
CONSTRUCTION OF THE PROJECT.

8. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 8 AM TO 5 PM ON WEEKDAYS UNLESS DEVIATIONS FROM THIS
SCHEDULE ARE APPROVED IN ADVANCE BY THE CITY.

NON-CONSTRUCTION ACTIVITIES MAY TAKE PLACE BETWEEN THE
HOURS OF 7 AM AND 8 AM ON WEEKDAYS AND 9 AM AND 4 PM ON

SATURDAYS BUT MUST BE LIMITED TO QUIET ACTIVITIES AND
SHALL NOT INCLUDE THE USE OF ENGINE-DRIVEN MACHINERY.

NO ACTUAL CONSTRUCTION ACTIVITIES MAY TAKE PLACE
BETWEEN 7 AM AND 8 AM, EXCEPT WHEN POST-TENSION SLAB

FOUNDATIONS ARE BEING POURED, THE CONCRETE PUMPER
MAY BE SET UP BUT NO CONCRETE MAY BE POURED. FORKLIFTS

SHALL BE ALLOWED TO OPERATE ONSITE BETWEEN THE HOURS
OF 5 PM AND 6:30 PM ON WEEKDAYS. THE PROJECT MANAGER

RESERVES THE RIGHT TO RESCIND THIS CONDITION AND

FURTHER RESTRICT CONSTRUCTION ACTIVITIES IN THE EVENT

THAT THE PUBLIC HEALTH, SAFETY AND WELFARE ARE NOT

PROTECTED DUE TO NOISE LEVELS EMANATING FROM THE
CONSTRUCTION PROJECT.

9. IN ORDER TO MINIMIZE CONSTRUCTION NOISE IMPACTS, ALL

ENGINE-DRIVEN CONSTRUCTION VEHICLES, EQUIPMENT AND

PNEUMATIC TOOLS SHALL BE REQUIRED TO USE EFFECTIVE
INTAKE AND EXHAUST MUFFLERS; EQUIPMENT SHALL BE
PROPERLY ADJUSTED AND MAINTAINED; ALL CONSTRUCTION

EQUIPMENT SHALL BE EQUIPPED WITH MUFFLERS IN
ACCORDANCE WITH OSHA STANDARDS.

10. BLOWING DUST SHALL BE REDUCED BY TIMING CONSTRUCTION

ACTIVITIES SO THAT PAVING AND BUILDING CONSTRUCTION

BEGIN AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING,
AND BY LANDSCAPING DISTURBED SOILS AS SOON AS POSSIBLE.

FURTHER, WATER TRUCKS SHALL BE PRESENT AND IN USE AT
THE CONSTRUCTION SITE. ALL PORTIONS OF THE SITE SUBJECT

TO BLOWING DUST SHALL BE WATERED AS OFTEN AS DEEMED

NECESSARY BY THE CITY IN ORDER TO INSURE PROPER

CONTROL OF BLOWING DUST FOR THE DURATION OF THE
PROJECT. WATERING ON PUBLIC STREETS SHALL NOT OCCUR.

STREETS WILL BE CLEANED BY STREET SWEEPERS OR BY HAND

AS OFTEN AS DEEMED NECESSARY BY THE CITY PROJECT
MANAGER OR APPROVED DESIGNEE. WATERING ASSOCIATED

WITH ON-SITE CONSTRUCTION ACTIVITY SHALL TAKE PLACE
BETWEEN THE HOURS OF 8 AM AND 7 PM AND SHALL INCLUDE AT

LEAST ONE-LATE AFTERNOON WATERING TO MINIMIZE THE
EFFECTS OF BLOWING DUST. ALL PUBLIC STREETS AND MEDIANS

SOILED OR LITTERED DUE TO THIS CONSTRUCTION ACTIVITY

SHALL BE CLEANED AND SWEPT ON A DAILY BASIS DURING THE
WORKWEEK TO THE SATISFACTION OF THE CITY.

11. THE GENERAL CONTRACTOR'S REGISTERED ENGINEER SHALL

NOTIFY THE CITY PROJECT MANAGER OR APPROVED DESIGNEE,
IN WRITING, AT LEAST 72 HOURS IN ADVANCE OF ALL

DIFFERENCES BETWEEN THE PROPOSED WORK AND THE DESIGN
INDICATED ON ON THE PLANS. ANY PROPOSED CHANGES SHALL

BE SUBJECT TO THE APPROVAL OF THE CITY BEFORE ALTERED
WORK IS STARTED. ANY APPROVED CHANGES SHALL BE
INCORPORATED INTO THE FINAL "AS-BUILT" DRAWINGS.

12. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED

SUPERVISION ON THE JOB SITE AT ALL TIMES DURING
CONSTRUCTION.

13. ALL WORK SHALL CONFORM TO THE APPLICABLE CITY/DISTRICT CODES. GOOD HOUSEKEEPING PRACTICES SHALL BE OBSERVED
AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.

SUPERINTENDENCE OF CONSTRUCTION SHALL BE DILIGENTLY

PERFORMED BY A PERSON OR PERSONS AUTHORIZED TO DO SO
AT ALL TIMES DURING WORKING HOURS. THE STORING OF GOODS

AND/OR MATERIALS ON THE SIDEWALK AND/OR THE STREET WILL

NOT BE ALLOWED UNLESS A SPECIAL PERMIT IS ISSUED BY THE ENGINEERING DIVISION.

14. PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE GENERAL

CONTRACTOR SHALL DEVELOP AN EARTH MOVEMENT AND

MANAGEMENT PROGRAM UNDER THE SUPERVISION OF A

LICENSED SOILS ENGINEER FOR REVIEW AND APPROVAL BY THE
ENGINEERING DIVISION.

15. PRIOR TO ISSUANCE OF A BUILDING PERMIT OF THE

COMMENCEMENT OF ANY SITE WORK, THE GENERAL

CONTRACTOR SHALL ACKNOWLEDGE IN WRITING THAT THEY

HAVE READ AND UNDERSTAND THE PROJECT CONDITIONS OF

APPROVAL, PARTICULARLY THOSE PERTAINING TO

CONSTRUCTION PRACTICES AND SITE SAFETY, AND WILL MAKE

CERTAIN THAT ALL PROJECT SUBCONTRACTORS HAVE READ AND

UNDERSTAND THEM PRIOR TO COMMENCING WORK AND THAT A

COPY OF THE PROJECT CONDITIONS OF APPROVAL WILL BE
POSTED ONSITE AT ALL TIMES DURING CONSTRUCTION.

16. PRIOR TO THE COMMENCEMENT OF ANY SITE WORK OR THE

INTRODUCTION OF ANY EARTH MOVING EQUIPMENT OR BUILDING

MATERIALS ON THE SITE, THE GENERAL CONTRACTOR SHALL

INSURE THAT A TEMPORARY FENCE CONSTRUCTED OF

MATERIALS AND LOCATED TO THE SATISFACTION OF THE CHIEF
BUILDING OFFICIAL HAS BEEN CONSTRUCTED. THIS FENCE SHALL

BE IN PLACE AS APPROVED UNTIL THE CHIEF BUILDING OFFICIAL SHALL ALLOW IT TO BE REMOVED OR CHANGED. THE FENCE MAY

ONLY BE EXPANDED OR CONTRACTED IN SIZE UPON APPROVAL
OF THE CHIEF BUILDING OFFICIAL. FAILURE TO ADHERE TO THIS

CONDITION OF APPROVAL SHALL RESULT IN THE PERMIT BEING

BROUGHT TO THE PROJECT MANAGER FOR ITS REVIEW AND

INTRODUCTION OF STRICTER SITE AND BUILDING CONSTRUCTION REGULATIONS.

17. THE GENERAL CONTRACTOR SHALL REQUIRE ALL

SUBCONTRACTORS TO OBTAIN ANY PERMITS REQUIRED BY THE
CITY OF SOUTH SAN FRANCISCO.

18. CURRENT BEST MANAGEMENT PRACTICES FOR NEW

CONSTRUCTION AS OUTLINED BY THE SAN MATEO COUNTY

STORMWATER POLLUTION PREVENTION PROGRAM SHALL BE
FOLLOWED.

19. PRIOR TO ISSUANCE OF A BUILDING PERMIT, AN EROSION

CONTROL PLAN, SUBMITTED IN WRITING, WHICH INDICATES THE

INTENT AND GUARANTEES THAT SILT AND RUN-OFF WILL REMAIN

ON SITE, SHALL BE PREPARED TO THE SATISFACTION OF THE
ENGINEERING DIVISION.

20. IN ORDER TO ASSURE PUBLIC SAFETY AND MINIMIZE THE

UNATTRACTIVE SHORT TERM ASPECTS OF CONSTRUCTION ON

THE NEIGHBORHOOD, PRIOR TO ISSUANCE OF A BUILDING

PERMIT, PLANS SHALL INCLUDE SITE CONTROL INFORMATION
WHICH, AT A MINIMUM PROVIDES THAT A 6 (SIX) FOOT TALL

CHAIN-LINK FENCE (NO PORTION OF WHICH CONTAINS BARBED

WIRE) WITH A DARK GREEN (OR OTHER COLOR APPROVED BY

THE COMMUNITY DEVELOPMENT DIRECTOR) VINYL OR CANVAS

INTERIOR LINER PLACED ON THE EXTERIOR OF THE FENCE SHALL

BE PLACED AROUND ANY YARD OR ANY PORTION OF A YARD

WHICH THE CHIEF BUILDING OFFICIAL SHALL IDENTIFY AS
REQUIRING SUCH.

21. ALL REQUIRED FENCING SHALL BE IN PLACE PRIOR TO THE

COMMENCEMENT OF ANY WORK ON SITE, SHALL REMAIN IN

PLACE FOR SUCH TIME AS REQUIRED BY THE CHIEF BUILDING

OFFICIAL AND SHALL BE REMOVED PRIOR TO THE ISSUANCE OF
AN OCCUPANCY PERMIT. THE GATE TO THE FENCE SHALL BE

LOCKED AT ALL TIMES THAT THE FENCED AREA IS LEFT

UNATTENDED BY EITHER THE OWNER OR RESIDENT, THE
GENERAL CONTRACTOR OR SUBCONTRACTORS. ALL

CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING

TEMPORARY OR PORTABLE EQUIPMENT, SUCH AS GENERATORS,

STORAGE CONTAINERS OR FACILITIES, SHALL BE STORED WITHIN

THE INTERIOR OF THE FENCED AREA WHEN CONSTRUCTION
ACTIVITIES ARE NOT OCCURRING. IF PLACED ANYWHERE ON SITE,

PORTABLE TOILETS SHALL BE PLACED WITHIN THE INTERIOR OF THE FENCED AREA AT ALL TIMES.

22. ALL VEHICLES HAULING MATERIALS TO THE PROJECT SITE THAT EXCEED 12,000 POUNDS GROSS WEIGHT SHALL FOLLOW

ESTABLISHED TRUCK ROUTE STREETS TO THE CLOSEST POINT

OF THE JOB SITE UNLESS DIRECTED OTHERWISE BY THE CITY
PROJECT MANAGER OR APPROVED DESIGNEE.

EARTHWORK AND GRADING:

23. PRIOR TO COMMENCEMENT OF WORK, AS REQUIRED BY
CALIFORNIA GOVERNMENT CODE 4216, UNDERGROUND SERVICE

ALERT (USA) SHALL BE CONTACTED BY THE GENERAL

CONTRACTOR TO PROVIDE INFORMATION ON THE LOCATION OF

UNDERGROUND UTILITIES IN THE PUBLIC RIGHT OF WAY PRIOR
TO EARTH WORK ACTIVITIES AT THE SITE. IN ADDITION TO

CONTACTING USA, THE GENERAL CONTRACTOR SHALL ALSO BE

RESPONSIBLE FOR VERIFYING LOCATION OF ALL UTILITIES ON
THE PROJECT SITE.

24. SUBSEQUENT TO ISSUANCE OF A GRADING PERMIT BY THE

BUILDING INSPECTION DIVISION AND PRIOR TO COMMENCEMENT

OF ANY WORK PERTAINING TO ON-SITE DRAINAGE FACILITIES,

GRADING, OR PAVING, OR ANY WORK IN THE CITY'S

RIGHT-OF-WAY, THE APPLICANT SHALL NOTIFY THE ENGINEERING DIVISION AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE.

1. FILL MATERIAL SHALL CONFORM TO THE SPECIFICATIONS AND

THE GEOTECHNICAL REPORT BY NINYO & MOORE, DATED APRIL
11, 2023.

2. TOPSOIL, ROOTS, VEGETABLE MATTER, TRASH AND DEBRIS WILL NOT BE CONSIDERED ACCEPTABLE FILL MATERIAL.

3. REMOVE DEBRIS FROM AREAS OF EARTHWORK PRIOR TO
PLACING FILL OR STARTING GRADING OPERATIONS.

4. PLACE AND COMPACT FILL MATERIAL AS RECOMMENDED IN THE

SPECIFICATIONS AND THE GEOTECHNICAL REPORT BY NINYO &
MOORE, DATED APRIL 11, 2023:

PLACE FILL MATERIAL IN MAXIMUM 8 INCH UNCOMPACTED
THICKNESS. COMPACTION BY FLOODING, PONDING OR JETTING
WILL NOT BE PERMITTED.

5. GENERAL CONTRACTOR SHALL MAKE THEIR OWN
DETERMINATION OF EARTHWORK QUANTITIES.

6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

ANY AND ALL REQUIRED PERMITS FOR OFFSITE WORK
CONDUCTED AS PART OF THIS PROJECT.

VICINITY MAP

NOT TO SCALE

PROJECT SITE
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

REVISION

NUMBER DATE DESCRIPTION
1 11/30/22 PRICING SET
2 12/15/22 100% SD
3 4/3/23 50% DD PRICING SET
4 4/17/23 100% DD
5 6/15/23 60% CD
1 W ORANGE AVE
SOUTH SAN FRANCISCO CA, 94080
6 8/24/23 PERMIT SET

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
60013

26.52 02 CL MH

24.70 03 BIKE TIP

LEGEND SYMBOLS & ABBREVIATIONS

SURVEY NOTES

EXISTING

CONDITIONS
C100
scale 1" = 30'
30 0 30
feet
60 ORANGE AVENUE

AMBERWOOD CIRCLE

EUCALYPTUS AVENUE

TENNIS DR
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

REVISION

NUMBER DATE DESCRIPTION
1 11/30/22 PRICING SET
2 12/15/22 100% SD
3 4/3/23 50% DD PRICING SET
4 4/17/23 100% DD
5 6/15/23 60% CD
1 W ORANGE AVE
SOUTH SAN FRANCISCO CA, 94080
6 8/24/23 PERMIT SET

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

TENNIS DRIVE

ORANGE AVENUE

LOW LOW
LOW

LOW LOW

LOW LOW LOW LOW
LOW

LOW LOW LOW

LOW LOW LOW LOW LOW LOW LOW LOW LOWLOW LOW PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE
(FFE 26.25)
RG PAD 19.60
RG PAD 17.90
RG PAD 15.25
SUBBASE RG 24.83
RG PAD 21.50

OUTDOOR POOL
SUBBASE RG 21.20

INDOOR POOL
SUBBASE RG 18.58 SUBBASE RG 25.25 RG PAD 22.60
(FFE 26.25) SUBBASE RG 18.26 RG PAD 15.60
(FFE 26.25)
SUBBASE RG 24.83
RG PAD 21.50
SUBBASE RG 22.26 SUBBASE RG 25.81 RG PAD 23.15
(FFE XX.XX)
PAD XX.XX

ROUGH GRADING
PLAN
scale 1" = 20' C300
20 0 20
feet
40 ORANGE AVENUE

TENNIS DR
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

REVISION
NUMBER DATE DESCRIPTION 1 11/30/22 PRICING SET 2 12/15/22 100% SD 3 4/3/23 50% DD PRICING SET 4 4/17/23 100% DD 5 6/15/23 60% CD 1 W ORANGE AVE
SOUTH SAN FRANCISCO CA, 94080 6 8/24/23 PERMIT SET

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

ROUGH GRADING

SECTIONS
C301
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

REVISION

NUMBER DATE DESCRIPTION
1 11/30/22 PRICING SET
2 12/15/22 100% SD
3 4/3/23 50% DD PRICING SET
4 4/17/23 100% DD
5 6/15/23 60% CD
1 W ORANGE AVE
SOUTH SAN FRANCISCO CA, 94080
6 8/24/23 PERMIT SET

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

TENNIS DRIVE

ORANGE AVENUE

SD LOW LOW
LOW

LOW LOW

LOW LOW LOW LOW
LOW

LOW LOW LOW

LOW LOW LOW LOW LOW LOW LOW LOW LOWLOW LOW PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE

GRADING AND

DRAINAGE PLAN
C302

REVISION
NUMBER DATE DESCRIPTION 1 11/30/2022 PRICING SET 2 12/15/2022 100% SD 3 4/3/2023 50% DD PRICING SET 4 4/17/2023 100% DD scale 1" = 20'
20 0 20
feet
40 ORANGE AVENUE

TENNIS DR
60% CONSTRUCTION

DOCUMENTS
JUNE 15, 2023 5 6/15/2023 60% CD
4/17/2023 100% DD
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

SEE LANDSCAPE GRADING
PLAN (L200) FOR GRADING IN

THIS AREA
SEE LANDSCAPE GRADING PLAN (L200) FOR GRADING IN THIS AREA

SEE POOL DECK PLAN SHEET
DP-1 FOR GRADING IN THIS
AREA

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
SD 12345789
10 11
126
13 14
15 ORANGE AVENUE VCP
LOW
LOW

OUTDOOR POOL DECK

POOL STORAGE
EXISTING PLAYGROUND : 0.32 AC
PROPOSED UP TO 0.6 AC
657 sq ft
378 sq ft
172 sq ft EV EV EV NO PARKING NO PARKING NO PARKING

TENNIS DRIVE

ORANGE AVENUE

LOW LOW
LOW

LOW LOW

LOW LOW LOW LOW
LOW

LOW LOW LOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE SD

SITE UTILITY
PLAN
C400
scale 1" = 20'
20 0 20
feet
40 MATCHLINE A MATCHLINE A

ORANGE AVENUE TENNIS DR
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

LOW LOW
LOW

LOW LOW

LOW LOW LOW LOW
LOW

LOW LOW LOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE EV EV EV NO PARKING NO PARKING NO PARKING LEGEND

VEHICULAR ASPHALT CONCRETE
(DRIVE AISLE AND FIRE LANE)
1,246 SQ FT

VEHICULAR ASPHALT CONCRETE
(PARKING STALLS)
4,500 SQ FT

VEHICULAR CONCRETE
2,931 SQ FT

GENERAL NOTES

1. ALL NEW ROADWAY SURFACES OR FIRE LANES SHALL BE CAPABLE OF PROVIDING CONTINUOUS SERVICE FOR VEHICLES WITH A GROSS VEHICLE WEIGHT OF 68,000 LBS.

2. PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ONTO THE SITE, DESIGNATED ROADWAYS SURFACES OR

FIRE LANES SHALL BE CAPABLE OF PROVIDING CONTINUOUS SERVICE FOR VEHICLES WITH A GROSS VEHICLE WEIGHT OF 68,000 LBS.

3. ALL SIGNS AND SIGN CODE REFERENCES SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) EDITION 2014

4. SEE LANDSCAPE PLANS FOR HARDSCAPE PAVING LAYOUT AND DETAILS

5. CONTRACTOR SHALL REPLACE ANY STRIPING THAT IS DAMAGED OR LOST DUE TO TRENCHING AND/OR CONSTRUCTION ACTIVITIES.

6. REFER TO SHEET C-601 FOR TEMPORARY STRIPING FOR TENNIS DRIVE PARKING LOT TO MAINTAIN ADA ACCESS TO EXISTING BUILDING WHILE CONSTRUCTION OF THE NEW BUILDING IS ONGOING 123456789 10 11
12 13
14 15

PAVING AND

STRIPING PLAN
C600 1234
scale 1" = 20'
20 0 20
feet
40 4

ORANGE AVENUE
TENNIS DR 5
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

OUTDOOR POOL DECK

POOL STORAGE EV EV EV NO PARKING NO PARKING NO PARKING

LOW LOW
LOW

LOW LOW

LOW LOW LOW LOW
LOW

LOW LOW LOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE
scale 1" = 20'
20 0 20
feet
40 ORANGE AVENUE

TENNIS DR
200' HOSE REACH 200' HOSE REACH 200' HOSE REACH
200' HOSE REACH
120' HOSE REACH
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER

FIRE ACCESS
PLAN
C900

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

NATATORIUM OUTDOOR POOL DECK POOL STORAGE LOBBY
EV
EV
EV

NO PARKING

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

SD NATATORIUM OUTDOOR POOL DECK POOL STORAGE LOBBY
EV
EV
EV

NO PARKING

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

NATATORIUM OUTDOOR POOL DECK POOL STORAGE LOBBY ORANGE AVENUE ORANGE AVENUE RAILROAD AVENUE

CIRCLE COURT

TENNIS DRIVE EV
EV

EV NO PARKING NO PARKING
NO PARKING FFE 26.25 FFE 26.25 26.17 26.06 26.06 1.3% 1.7% 26 25 25 25 25 25 25 26 26 26 26 26 26 26 25 4.5% 24.6 (25.55) (25.48) (25.11) 25.97 (TC 24.98) (25.4) (25.5) (25.7) (26.64) (TC 26.20) LP 24.3 26 LP 23.9 (25.7) (25.6) [25.8] (25.8) (TC 25.15) (TC 25.11) (TC 24.67) (0.4%) [TC 25.00] [BC 24.50] 2627 26 27 LP 24.9 1% 26.23 HP 28.06
HP 28.06 26.23 FFE 26.25 (25.26) 25.8 FFE 26.23 26.25 FFE 26.23 26.25 26.06 26.13 25.62 25.45 4.5% 26.06 26.23 26.13 (0.7%) [BR 25.32] 1.7% [TC 25.33] TC 26.39 BC 25.89 TC 26.13 BC 25.63 [TC 26.02] [TC 25.86] 4.5% TR 25.90 26.1826.10 25.22 25.49 25.16 25.53 1.5% TW 27.60 BW 25.33 TW 27.60 BW 25.10 25.84 25.29 25.36 (25.5) [25.50] [25.49] 25.79 1.7% (25.06) 25.79 1.7% 25.2 25 5% 25.06 1.7% 24.89 26.23 3.6% 1.7% 25.96 26.06 1.5% 25.98 25.43 25.20 25.32 25.19 0.5% TW 26.59 BW 25.09 (TC 26.34) (TC 26.19) (0.3%) 3.3% TR 26.08 TW 27.60 BW 25.20 TW 27.60 BW 25.15 TW 26.59 BW 25.14 TC/BC 26.12 (0.4%) TC/BC 26.04 1% TR 26.08 5.1% BR 25.44 TC 26.26 BC 25.76 25.01 24.95 [TC 25.90] TC 25.84 TR 25.97 26.03 TC/BC 25.97 TC/BC 26.01 26.07 25.16 25.10 25.6 (TC 24.99) (TC 25.05) 1.5% 26.06 25.88 25.92 (25.03) [25.09] (25.5) (25.5) (25.6) TW 29.06 4:1 TW 29.06 4:1 TWTCTRBCBR (26.4) (25.5) (25.5) (25.5) (27.0)(27.2) (27.1)(27.1) (27.7) 25.65 1.7% 26.09 25.40 BW 2625 BR 24.36 5%26.13 5% 5% 5% (TC 24.77) TR 24.90 (TC 24.89) (24.97) (1.3%) (0.2%) TC 24.77 (CB 24.13) TR 24.86 26.2 25.9 25.2 25.9 25.2 25.9 25.2 25.9 (25.34) (25.30) (25.90) (25.89) TC 25.79 BC 25.29 TC 25.75 BC 25.25 SD SHEET NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: (925) 396-7704 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE PROTECTION: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATICS DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS TOPFLIGHT SPECS 49 Geary Street, Suite 230 San Francisco, CA 94108-5748 P: 415.546.6033 PROJECT TEAM: STAMP: PERMIT SET AUGUST 24, 2023 CITY OF SOUTH SAN FRANCISCO ORANGE MEMORIAL PARK AQUATIC CENTER 1 W ORANGE AVE SOUTH SAN FRANCISCO, CA 94080 REVISION NUMBER DATE DESCRIPTION 3 31 25 8 24 23 GRADING PLAN L200 0 20 40 60

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

NATATORIUM OUTDOOR POOL DECK POOL STORAGE LOBBY EV
EV
EV GV E E E E E E E-7 E-6E-5 E-4 E-3E-2 E-1 EEE GVGV E B MVFS 25 25 25 25 25 25 25 25 25 25 25 25 25 18 18 18 25 25 SHEET NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: (925) 396-7704 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE PROTECTION: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATICS DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS TOPFLIGHT SPECS 49 Geary Street, Suite 230 San Francisco, CA 94108-5748 P: 415.546.6033 PROJECT TEAM: STAMP: PERMIT SET AUGUST 24, 2023 CITY OF SOUTH SAN FRANCISCO ORANGE MEMORIAL PARK AQUATIC CENTER 1 W ORANGE AVE SOUTH SAN FRANCISCO, CA 94080 REVISION NUMBER DATE DESCRIPTION 3 31 25 8 24 23 IRRIGATION PLAN L300 tel 925.939.3985 fax 925.932.5671 www.rmairrigation.com 2760 Camino Diablo Walnut Creek, CA 94597 t Russell D. Mitchell Associates, Inc. Irrigation Consultant: IRRIGATION CONTROLLER "C". MOUNT ON INTERIOR WALL WITHIN UTILITY ROOM AS DETAILED AND AS DIRECTED BY ARCHITECT. CONNECT TO 120 VOLT A.C. ELECTRICAL SERVICE INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ELECTRICAL SERVICE PRIOR TO CONSTRUCTION. 4 1PLAN NOTES LEGEND NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 1.5" 21-32 GPM 2" 33-50 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT 1.5" 2001-3000 F 8 1 2 2 2 2 2 6 7 5 9 8 EXISTING GATE VALVE THAT PROVIDES WATER TO THE EXISTING PARK. 2 POT HOLE AND LOCATE EXISTING LATERAL LINE. CAP PIPE AT THIS APPROXIMATE LOCATION. 3 3 3 3 3 3 REPLACE SPRINKLER WITH NEW I-40-06-SS-15. ADJUST ARC PATTERN TO ELIMINATE SPRAY ONTO NEW BUILDING POT HOLE AND LOCATE EXISTING 6" A.C. MAIN LINE. CUT OUT A SECTION OF PIPE TO INSTALL NEW TEE PER DETAIL. 45 EXISTING VALVES AND MAIN LINE TO BE PROTECTED DURING CONSTRUCTION. EXISTING IRRIGATION NOTES: 1. EXISTING IRRIGATION IS SHOWN FOR REFERENCE ONLY AND IS BASED ON OLD IRRIGATION AS-BUILD PLANS AND/OR SITE VISIT. EXACT ROUTING OF IRRIGATION MAINLINE, WIRES, LOCATION OF REMOTE CONTROL VALVES, AND IRRIGATED AREAS SHOULD BE INVESTIGATED PRIOR TO CONSTRUCTION. CONTRACTOR WILL NEED TO FIELD VERIFY THE LOCATION OF ALL EXISTING IRRIGATION EQUIPMENT AND THE WORKING CONDITIONS PRIOR OF CONSTRUCTION. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IF THERE ARE ANY PROBLEMS PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE TO KEEP ALL EXISTING PLANTING AREAS (TO REMAIN) WITH WATER AT ALL TIMES DURING CONSTRUCTION. THIS SHALL INCLUDE PROVIDING TEMPORARY WATER SOURCE AND TEMPORARY IRRIGATION DURING CONSTRUCTION. 6 POT HOLE AND LOCATE EXISTING MAIN LINE THAT SERVICES PLANTING AROUND THE BUILDING. CAP ON DISCHARGE SIDE OF VALVE. 7 APPROXIMATE LOCATION OF EXISTING LOW VOLTAGE WIRES THAT SERVICES ALL VALVES ON THE EAST SIDE OF THE ROAD. ROUTE 9 (7 CONTROL, 1 COMMON, 1 EXTRA) CONTROL WIRES FROM NEW CONTROLLER TO THIS LOCATION. SPLICE INTO EXISTING WIRES AT THIS LOCATION. LOCATE ALL SPLICES WITHIN RECTANGULAR VALVE BOX. 9 POT HOLE AND LOCATE EXISTING MAIN LINE AT THIS APPROXIMATE LOCATION. CONNECT NEW 2" MAIN LINE TO EXISTING AT THIS APPROXIMATE LOCATION. ASSUMED PIPE IS GALVANIZED OR A.C. USE HYMAX OR EQUAL REPAIR COUPLING TO CONNECT NEW PIPE. 2 3 3 3

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
SHEET NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: (925) 396-7704 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE PROTECTION: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATICS DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS TOPFLIGHT SPECS 49 Geary Street, Suite 230 San Francisco, CA 94108-5748 P: 415.546.6033 PROJECT TEAM: STAMP: PERMIT SET AUGUST 24, 2023 CITY OF SOUTH SAN FRANCISCO ORANGE MEMORIAL PARK AQUATIC CENTER 1 W ORANGE AVE SOUTH SAN FRANCISCO, CA 94080 REVISION NUMBER DATE DESCRIPTION 3 31 25 8 24 23 IRRIGATION LEGEND AND NOTES L301 tel 925.939.3985 fax 925.932.5671 www.rmairrigation.com 2760 Camino Diablo Walnut Creek, CA 94597 t Russell D. Mitchell Associates, Inc. Irrigation Consultant: 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE; THE UNIFORM PLUMBING CODE, PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION; AND OTHER STATE OR LOCAL LAWS OR REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR REGULATIONS. THE CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THESE CODES AND REGULATIONS. 3. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LAYOUT AND INSTALLATION OF THE PLANT MATERIALS TO INSURE THAT THERE WILL BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING IN ACCORDANCE WITH THESE DRAWINGS, AND CONTRACT DOCUMENTS. THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, DELETIONS, OR ADDITIONS ARE REQUIRED. IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER(S) TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE. 6. IT IS THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP DEMAND PER CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION(S). IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE CONTROLLER(S). PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH LOCAL CODES. 7. PROVIDE EACH CONTROLLER WITH ITS OWN GROUND ROD. SEPARATE THE GROUND RODS BY A MINIMUM OF EIGHT FEET. THE GROUND ROD SHALL BE AN EIGHT FOOT LONG BY 5/8" DIAMETER U.L. APPROVED COPPER CLAD ROD. INSTALL NO MORE THAN 6" OF THE GROUND ROD ABOVE FINISH GRADE. CONNECT #6 GAUGE WIRE WITH A U.L. APPROVED GROUND ROD CLAMP TO ROD AND BACK TO GROUND SCREW AT BASE OF CONTROLLER WITH APPROPRIATE CONNECTOR. MAKE THIS WIRE AS SHORT AS POSSIBLE, AVOIDING KINKS OR BENDING. 8. INSTALL NEW BATTERIES IN THE IRRIGATION CONTROLLER(S) TO RETAIN PROGRAM IN MEMORY DURING TEMPORARY POWER FAILURES. USE QUANTITY, TYPE AND SIZE REQUIRED AS PER CONTROLLER MANUFACTURER'S INSTRUCTIONS. 9. SCHEDULE A MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER MANUFACTURER, THE MAINTENANCE CONTRACTOR, THE OWNER AND THE IRRIGATION CONTRACTOR AT THE SITE FOR INSTRUCTION ON THE PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER. 10. INSTALL 3" DETECTABLE TAPE ABOVE ALL PRESSURIZED MAIN LINES AS DETAILED. USE CHRISTY MODEL #TA-DT-3-BIRR FOR POTABLE IRRIGATION SYSTEMS. 11. PROVIDE EACH IRRIGATION CONTROLLER WITH ITS OWN INDEPENDENT LOW VOLTAGE COMMON GROUND WIRE. 12. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. COMMON GROUND WIRE: SIZE #12-1 WIRE WITH A WHITE INSULATING JACKET. CONTROL WIRE SERVICING REMOTE CONTROL VALVES: SIZE #14-1 WIRE WITH INSULATING JACKET OF COLOR OTHER THAN WHITE. SPLICES SHALL BE MADE WITH 3M-DBY SEAL PACKS OR APPROVED EQUAL. 13. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. CONTROL WIRE SERVICING REMOTE CONTROL VALVES: SIZE #14-1 WIRE WITH A UNIQUE COLOR INSULATING JACKET FOR EACH CONTROLLER. COMMON GROUND WIRE: SIZE #12-1 WIRE WITH A WHITE I INSULATING JACKET AND A STRIPE OF COLOR WHICH MATCH'S THE CONTROL WIRE COLOR CHOICE FOR SPECIFIC CONTROLLER. SPARE WIRE: #14-1 WIRE WITH BLACK INSULATION JACKET. SPLICES SHALL BE MADE WITH 3M-DBR/Y-6 SEAL PACKS OR APPROVED EQUAL. 14. INSTALL TWO SPARE CONTROL WIRES OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. 15. INSTALL GREEN (TURF) OR BLACK (GROUNDCOVER) PLASTIC VALVE BOXES WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION CONTROL VALVE". BOX BODY SHALL HAVE KNOCK OUTS. ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL. 16. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE. 17. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS (AVOID LAWN AREAS WHERE POSSIBLE). 18. THE CONTRACTOR SHALL LABEL CONTROL LINE WIRE AT EACH REMOTE CONTROL VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE I.D. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE. THE CONTRACTOR SHALL PERMANENTLY STAMP ALL VALVE BOX LIDS WITH APPROPRIATE IDENTIFICATION AS NOTED IN CONSTRUCTION DETAILS. 19. FLUSH AND ADJUST IRRIGATION OUTLETS AND NOZZLES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. SELECT THE BEST DEGREE OF THE ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH CONTROL ZONE. 20. SET SPRINKLER HEADS PERPENDICULAR TO FINISH GRADE. 21. LOCATE BUBBLERS ON UPHILL SIDE OF PLANT OR TREE. 22. INSTALL A HUNTER HCV SERIES, KBI CV SERIES, OR APPROVED EQUAL SPRING LOADED CHECK VALVE IN SPRINKLER RISER ASSEMBLIES WHERE LOW OUTLET DRAINAGE WILL CAUSE EROSION AND/OR EXCESS WATER. 23. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE CAUTION TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATE BY HAND IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR. BACK FILL TRENCHES ADJACENT TO TREE WITHIN TWENTY-FOUR (24) HOURS. WHERE THIS IS NOT POSSIBLE, SHADE THE SIDE OF THE TRENCH ADJACENT TO THE TREE WITH WET BURLAP OR CANVAS. 24. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 25. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 26. IRRIGATION DEMAND: REFER TO PLANS. 27. THE EXISTING MAIN LINE SHOWN ON THE DRAWINGS IS DIAGRAMMATIC. VERIFY AND LOCATE EXISTING MAIN LINE IN FIELD. REPORT TO ARCHITECT IN WRITING ANY DEVIATION OF EXISTING MAIN LINE LOCATION FROM THAT SHOWN ON THE DRAWINGS. 28. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY. 29. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5. 30. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES IN THE IRRIGATION LAYOUT DUE TO OBSTRUCTIONS NOT SHOWN ON THE IRRIGATION DRAWINGS SUCH AS LIGHTS, FIRE HYDRANTS, SIGNS, ELECTRICAL ENCLOSURES, ETC. 31. WHEN WORK OF THIS SECTION HAS BEEN COMPLETED AND SUCH OTHER TIMES AS MAY BE DIRECTED, REMOVE ALL TRASH, DEBRIS, SURPLUS MATERIALS AND EQUIPMENT FROM SITE. 32. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLEMENTAL HAND WATERING OF ALL PLANT MATERIAL WITHIN DRIPLINE AREAS UNTIL THE PLANTS ARE SUFFICIENTLY ESTABLISHED. 33. VERIFY LOCATIONS OF ALL IRRIGATION COMPONENTS INSTALLED WITHIN A VALVE BOX WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL UNTIL LANDSCAPE ARCHITECT PROVIDES ACCEPTABLE LOCATIONS. IRRIGATION NOTES PCB-25 SCHEDULE 40 PVC PLASTIC PIPE. COVER TO BE AS INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE FOR PIPE DEPTH OF COVER. 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. REMOTE CONTROL VALVE SIZE (IN INCHES) LATERAL LINE: SLEEVING: FLOW (GPM) CONTROLLER AND STATION NUMBER 570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET. T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL CONTROLLER AND STATION NUMBER AREA (SQ. FT.) FLOW (GPM) REMOTE CONTROL VALVE SIZE (IN INCHES) 2" THROUGHOUT: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER. MAIN LINE: ASSOCIATED REMOTE CONTROL VALVE ASSOCIATED REMOTE CONTROL VALVE DRIP ZONE: TORO DL2000 SERIES DRIPLINE WITH DL2000 INSERT FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4" BELOW GRADE IN A 12" O.C. GRID ACCORDING TO DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10 GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE 1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40 PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF REQUIRED. SEE DETAILS FOR FURTHER INFORMATION. DRIPLINE REMOTE CONTROL VALVE 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. DRIPLINE LATERAL LINE: ALL PIPE SHALL BE PURPLE IN COLOR WITH LABELING APPROVED FOR USE WITH RECYCLED WATER SYSTEMS. NOTE: 44-LRC RAIN BIRD 1" TWO-PIECE QUICK COUPLING VALVE (YELLOW LOCKING RUBBER COVER) T113-K SERIES NIBCO BRASS GATE VALVE (LINE SIZE)-2.5" AND SMALLER HUNTER BUBBLER (TREE) MIN. 2 PER TREE. REFER TO BUBBLER DETAIL FOR QUANTITY OF BUBBLERS PER TREE SIZE. 0.25 30 TRICKLE XCZ-100-PRB-COM RAIN BIRD REMOTE CONTROL VALVE DRIP ZONE KIT WITH SCRUBBER VALVE. (3-20GPM) PESB-R SERIES RAIN BIRD REMOTE CONTROL VALVE WITH SCRUBBER MECHANISM F-619-RWS-SON NIBCO FLANGED GATE VALVE (LINE SIZE)-3" AND LARGER. SUPPLY HEADER EXHAUST HEADER DRIP ZONE EXTENTS PVC LATERAL IRRIGATION LEGEND SYMBOL OPERATING DESCRIPTION PSI NOZZLE GPM OPERATING MODEL NUMBER RADIUS (FEET) 3300200 SUPERIOR MASTER VALVE-2" (NORMALLY OPEN) INSTALL 2 #14 GAUGE WIRES (1) BLUE, (1) WHITE FROM MASTER VALVE TO CONTROLLER. USE 3M SCOTCHLOC 3570G-N SPLICE KITS ON WIRE CONNECTIONS. FM1.5U CALSENSE ULTRA SONIC 1.5" PVC FLOW SENSOR. INSTALL 2 #14 GAUGE WIRES (1) BLACK, (1) RED FROM FLOW METER TO CONTROLLER. USE 3M SCOTCHLOC 3570G-N SPLICE KITS ON WIRE CONNECTIONS. CS3-48-WM1/ CS3-GR-BUNDLE-2 CALSENSE CS3000 48 STATION CONTROLLER IN A STAINLESS STEEL WALL MOUNT ENCLOSURE; INCLUDES STUBBY ANTENNA AND 4G LTE COMMUNICATION WITH A 10-YEAR DATA PLAN. INSTALLATION CONTRACTOR SHALL CONTACT CALSENSE JENNIFER GREGORIS (925) 325-9368 [email protected] TO REQUEST A CALSENSE SITE REVIEW TO WHAT WAS SPECIFIED IS INSTALLED PER MANUFACTURER'S SPECIFICATION. MVFS E -- EXISTING REMOTE CONTROL VALVE TO REMAIN IN SERVICE -- EXISTING GATE VALVE TO REMAIN IN SERVICE GV HUNTER POP-UP 1.47 40 16-18 SPRAY SPRINKLER WITH MP ROTATOR NOZZLE (TURF) PROS-06-PRS40-CV/ MP2000-360 25252518 2.0 HUNTER POP-UP GEAR 3.82 20-25 DRIVEN ROTOR (TURF) HUNTER POP-UP GEAR DRIVEN ROTOR (TURF) 45 20-25 45 HUNTER POP-UP GEAR 1.0 DRIVEN ROTOR (TURF) 45 20-25 I-20-06/MPR-25 I-20-06/MPR-25 I-20-06/MPR-25 HUNTER POP-UP SPRAY 0.75 40 12-14 SPRINKLER WITH MP ROTATOR NOZZLE (SHRUB/GC) PROS-12-PRS40-CV/ MP1000-360 HUNTER POP-UP SPRAY 0.37,0.19 40 12-14 SPRINKLER WITH MP ROTATOR NOZZLE (SHRUB/GC) PROS-12-PRS40-CV/ MP1000-90 HUNTER POP-UP SPRAY 0.78 40 8-10 SPRINKLER WITH MP ROTATOR NOZZLE (SHRUB/GC) PROS-12-PRS40-CV/ MP800SR-360 HUNTER POP-UP SPRAY 0.42,0.23 40 8-10 SPRINKLER WITH MP ROTATOR NOZZLE (SHRUB/GC) PROS-12-PRS40-CV/ MP800SR-90 HUNTER POP-UP SPRAY 0.32,0.16 30 10-12 SPRINKLER WITH MP ROTATOR NOZZLE (SHRUB/GC) PROS-12-PRS30-CV/ MP1000-90 APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN 3 GPM AND NO PVC SUPPLY/EXHAUST HEADERS ARE NEEDED. REFER TO DRIPLINE TUBING CONNECTION DETAIL FOR MORE INFORMATION. DRIPLINE REMOTE CONTROL VALVE PVC LATERAL

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

NATATORIUM OUTDOOR POOL DECK POOL STORAGE LOBBY
EV
EV
EV

NO PARKING

NO PARKING
NO PARKING SHEET NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: (925) 396-7704 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE PROTECTION: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATICS DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS TOPFLIGHT SPECS 49 Geary Street, Suite 230 San Francisco, CA 94108-5748 P: 415.546.6033 PROJECT TEAM: STAMP: PERMIT SET AUGUST 24, 2023 CITY OF SOUTH SAN FRANCISCO ORANGE MEMORIAL PARK AQUATIC CENTER 1 W ORANGE AVE SOUTH SAN FRANCISCO, CA 94080 REVISION NUMBER DATE DESCRIPTION 3 31 25 8 24 23 PLANTING PLAN L400 0 20 40 60 SYMBOL TYPE SCIENTIFIC NAME COMMON NAME SIZE SPACING PLANT LIST - UNDERSTORY LAWN SHRUB PLANTING ORNAMENTAL GRASSES BUFFER PLANTING STORMWATER TREATMENT GRASSES EXISTING TREES TO REMAIN DECIDUOUS CANOPY TREES 36" BOX EVERGREEN CANOPY TREES PALM TREE EXISTING TREE TO REMOVE METAL HEADER ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' FRANGULA CALIFORNICA 'MOUND SAN BRUNO' LAVANDULA X HETEROPHYLLA MUHLENBERGIA RIGENS PRUNUS CAROLINIANA JUNCUS PATENS LEYMUS CONDENSATUS 80-10-10 (FESCUE-BLUE-RYE) MIX HOWARD MCMINN MANZANITA COFFEEBERRY SWEET LAVENDER DEERGRASS CAROLINA CHERRY LAUREL CALIFORNIA GRAY RUSH CANYON PRINCE WILD RYE SOD 5 GAL 5 GAL 5 GAL 5 GAL 1 GAL 15 GAL 1 GAL 1 GAL NA30" O.C. TRIANG. SPACING 30" O.C. TRIANG. SPACING 30" O.C. TRIANG. SPACING 30" O.C. TRIANG. SPACING 24" O.C. TRIANG. SPACING 36" O.C. TRIANG. SPACING 18" O.C. SQUARE SPACING 18" O.C. TRIANG. SPACING SYMBOL TYPE SCIENTIFIC NAME COMMON NAME SIZE QUANTITY PLANT LIST - TREE LONDON PLANE TREE COAST LIVE OAK INTERIOR LIVE OAK STONE PINE CANARY ISLAND DATE PALMS PLATANUS X ACERIFOLIA 'COLUMBIA' QUERCUS AGRIFOLIA QUERCUS WISLIZENI PINUS PINEA PHEONIX CANARIENSIS EXISTING TREE TO REMOVE 36" BOX 36" BOX 36" BOX 36" BOX 30' HEIGHT (TRUNK) 67116
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PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION

NATATORIUM OUTDOOR POOL DECK POOL STORAGE LOBBY
EV
EV
EV

NO PARKING

NO PARKING
NO PARKING SHEET NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: (925) 396-7704 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE PROTECTION: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATICS DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS TOPFLIGHT SPECS 49 Geary Street, Suite 230 San Francisco, CA 94108-5748 P: 415.546.6033 PROJECT TEAM: STAMP: PERMIT SET AUGUST 24, 2023 CITY OF SOUTH SAN FRANCISCO ORANGE MEMORIAL PARK AQUATIC CENTER 1 W ORANGE AVE SOUTH SAN FRANCISCO, CA 94080 REVISION NUMBER DATE DESCRIPTION 3 31 25 8 24 23 TREE SHADE L403 LIMIT OF WORK AREA: 98,994 SQ FT HARDSCAPE AREA: 22,578 SQ FT TREE SHADED AREA ON HARDSCAPE: 8,932 SQ FT TREE SHADED PERCENTAGE OF HARDCAPE: 40% LANDSCAPE AREA: 33,671 SQ FT TREE SHADED AREA ON LANDCAPE: 15,824 SQ FT TREE SHADED PERCENTAGE OF LANDSCAPE: 47% PARKING LOT AREA: 4,817 SQ FT TREE SHADED AREA ON PARKING LOT: 2,663 SQ FT TREE SHADED PERCENTAGE OF PARKING LOT: 55% TREE SPECIES HEIGHT SPREAD SHADE OFFSET (IN 15 YEARS) (IN 15 YEARS) COAST LIVE OAK 35' TALL 35' WIDE 13.6' OFFSET STONE PINE 40' TALL 40' WIDE 15' OFFSET LONDON PLANE TREE 30' TALL 30' WIDE 11.6' OFFSET INTERIOR LIVE OAK 30' TALL 30' WIDE 11.6' OFFSET CANARY ISLAND DATE PALMS 30" TALL (TRUNK) 25' WIDE 9.6' OFFSET EXISTING TREE 16'-30' TALL 16'-30' WIDE 6'-11.6' OFFSET 0 20 40 60

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
A A SHEET NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: (925) 396-7704 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE PROTECTION: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATICS DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS TOPFLIGHT SPECS 49 Geary Street, Suite 230 San Francisco, CA 94108-5748 P: 415.546.6033 PROJECT TEAM: STAMP: PERMIT SET AUGUST 24, 2023 CITY OF SOUTH SAN FRANCISCO ORANGE MEMORIAL PARK AQUATIC CENTER 1 W ORANGE AVE SOUTH SAN FRANCISCO, CA 94080 REVISION NUMBER DATE DESCRIPTION 3 31 25 8 24 23 FENCE, WALL, AND SITE FURNISHING DETAILS L501

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
DEDICATED TO VETERANS BY THE CITY OF SOUTH SAN FRANCISCO “A NATION REVEALS ITSELF NOT ONLY BY THE MEN IT PRODUCES BUT ALSO BY THE MEN IT HONORS; THE MEN IT REMEMBERS” JOHN F. KENNEDY OCTOBER 26, 1963 SHEET NUMBER: DATE: ISSUE: SHEET TITLE: PROJECT: CLIENT: ARCHITECT: ELS ARCHITECTURE AND URBAN DESIGN 2040 Addison Street Berkeley, CA 94704 P: 510.549.2929 CIVIL ENGINEER: BKF ENGINEERS 4670 Willow Road, Suite 250 Pleasanton, CA 94588 P: (925) 396-7704 LANDSCAPE ARCHITECT: SWA 2200 Bridgeway Sausalito, CA 94965 P: 415.332.5100 STRUCTURAL ENGINEER: FORELL/ELSESSER ENGINEERS, INC. 160 Pine Street, 6th Floor San Francisco, CA 94111 P: 415.837.0700 MEP / FIRE PROTECTION: GUTTMANN & BLAEVOET 1620 Montgomery Street, Suite 230 San Francisco, CA 94111 P: 415.655.4000 AQUATICS: AQUATICS DESIGN GROUP 2226 Faraday Avenue Carlsbad, CA 92008 P: 760.438.8400 SPECIFICATIONS TOPFLIGHT SPECS 49 Geary Street, Suite 230 San Francisco, CA 94108-5748 P: 415.546.6033 PROJECT TEAM: STAMP: PERMIT SET AUGUST 24, 2023 CITY OF SOUTH SAN FRANCISCO ORANGE MEMORIAL PARK AQUATIC CENTER 1 W ORANGE AVE SOUTH SAN FRANCISCO, CA 94080 REVISION NUMBER DATE DESCRIPTION 3 31 25 8 24 23 VETERANS MEMORIAL DETAIL L502

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
DAEHA
LANE
BIKE
ING
X
XING
E
P
D
DO
NOT
ENTER
EP
D
POTS
PED
15 XIN
G

PROJECT FOOTPRINT
TENNIS
DRIVE
ORANGE AVE.

EXISTING BUILDING TO REMAIN

2.1 2.16

2.9 2.2

2.4 2.17

2.18 +/- 225' -0"

DEMO (E) CHAINLINK FENCE

2.13 2.7

1. SEE LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE.

2. VERIFY CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. BRING

DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT TO OBTAIN RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

3. REMOVE AND SALVAGE EXISTING PARK APPURTENANCES WITHIN THE SCOPE OF WORK. OWNER TO DETERMINE REUSE OR REMOVAL OF ITEMS.

4. PREPARE SITE PER GEOTECH RECOMMENDATIONS IN REPORT DATED DECEMBER 6, 2022
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

PERMIT SET

DEMOLITION SITE
PLAN
A100
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1" = 20'-0" 1

DEMOLITION SITE PLAN
# DESCRIPTION

2.1 DEMO EXISTING NATATORIUM BUILDING FOLLOWING OPENING OF NEW NATATORIUM; SEE AS-BUILT DRAWINGS PROVIDED BY
CLIENT

2.2 DEMO EXISTING PARKING LOT AND SURROUNDING LIGHT POLES;

SEE LANDSCAPE AND CIVIL DRAWINGS

2.4 DEMO EXISTING SITE FEATURES. SALVAGE PLAQUES AND FLAG PER CITY REQUIREMENTS; SEE LANDSCAPE AND CIVIL
DRAWINGS.

2.7 DEMO EXISTING FENCE

2.9 DEMO EXISTING CONCRETE PAVING, SEE CIVIL DRAWINGS

2.13 DEMOLISH (E) CHAIN-LINK BASEBALL BACKSTOP. RETURN
SIGNAGE TO OWNER.

2.16 REMOVE (E) TREES, SEE LANDSCAPE DRAWINGS FOR

SCOPE/EXTENT

2.17 DEMOLISH (E) MONUMENT SIGN, SEE LANDSCAPE DRAWINGS

2.18 REMOVE AND PROTECT EXISITNG STATUE FOR RELOCATION
PLAN
NORTH

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
EV
EV
EV

ON AP KR NI G

ON AP KR NI G
ING X
EP D
DO
NOT
E
NTE
R
STOP
EP D
XING
BIKE
LANE
15 POTS
DAEHA

NATATORIUM

OUTDOOR POOL DECK

POOL STORAGE
A201 1 A200 1
LOBBY
ENTRY

LIMIT OF WORK

SEE LANDSCAPE

DRAWINGS

TENNIS DRIVE
ORANGE AVE.

A105 1

26.5 G01

32.8 32.6

32.6 G02
G08
G03
G04 G05 G06
G07
102' - 7"
G09

OPEN SPACE
30' - 0"
OPEN
SPACE
30'
-
0"

OPEN SPACE
30' - 0"

32.10 9.12

9.12 TENNIS DRIVE PARKING LOT (N.I.C.)

PROPERTY LINE

NEW PARKING LOT
S.L.D. AND S.C.D.
14' - 0"
6' - 0"
6' - 0"
7' - 4"
6' - 11"

1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN.

5. LOCATIONS OF DRAINS ARE MEASURED TO GRIDLINES. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

PERMIT SET

OVERALL SITE
PLAN
A101
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1" = 20'-0"
1 SITE PLAN
# DESCRIPTION

9.12 RECESSED WALK OFF MAT

26.5 TRANSFORMER, S.E.D.

32.6 C.I.P. CONCRETE POOL DECK, SEE AQUATIC DRAWINGS

32.8 ARTIFICIAL TURF

32.10 BICYCLE RACKS, S.L.D.

PLAN
NORTH

1. SEE CIVIL AND LANDSCAPE DRAWINGS FOR MORE INFORMATION

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
LEVEL 1
+0' - 0"
2 1
A106
2 A106
3 A106

5.3 32.7 32.18 32.1 32.18 32.19 5.3 5.3
LEVEL 1
+0' - 0"
NF
4 A106

6.1 3.2

1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN.

5. LOCATIONS OF DRAINS ARE MEASURED TO GRIDLINES. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
2 1
A106
A105
3 A105 6 5 A105
G08
G07
POOL

STORAGE

OUTDOOR POOL DECK
TEAM

STORAGE
12' - 4 1/2"
10' - 0"
2 A106
A105
4 3
A106

5.3 4
A106
6' - 8"
6' - 2 1/4" 6' - 2 1/4"
0' - 8"
2' - 9 3/4"
6' - 8"
CLR. WHEN OPEN
17' - 4"

32.18 32.7
5' - 2"
G05
G06

32.1 5
A106
90' - 0"
10' - 0" TYP.

EQ EQ
EQ. TYP.

C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.

LEVEL 1
+0' - 0"
1 A106
2 A106
3 A106

6.1 3.2
A308
12 SIM.

TYP.
8' - 0"
LEVEL 1
+0' - 0"
4 A106

6.1 3.2

TOP GATE

ROLLER BRACKET
PER MFR.

GATE INFILL FABRIC TO

MATCH FENCE FABRIC
CANTILEVER BOT. GATE

ROLLER GUIDE WITH

U-BOLT CONNECTION
PER MFR., TYP.

FENCE POST PER MFR.

SQUARE GATE FRAME
PER MFR.

GATE FRAME
PER MFR.

POOL DECK STORAGE

POOL DECK LEVEL
0' - 0"
7' - 0"
TOP RAIL PER FENCE MFR.
2 1
A106
A105
3 A105 6 5 A105
2 A106
A105
4 3
A106
4 A106
POOL

STORAGE

OUTDOOR POOL DECK
TEAM

STORAGE
5 A106

32.19 03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
# GENERAL NOTESKEYNOTES
STAMP:

PERMIT SET

PLANS AND

ELEVATIONS -

POOL STORAGE
A105
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
3/16" = 1'-0"
3 NORTH ELEVATION - POOL STORAGE
3/16" = 1'-0" 5

EAST ELEVATION - POOL STORAGE
# DESCRIPTION

3.2 CAST-IN-PLACE CONCRETE CURB

5.3 METAL GATE, PAINTED

6.1 COMPOSITE WOOD SIDING

32.1 FENCING, VINYL COATED CHAIN LINK

32.7 CANTILEVERED SLIDING GATE, VINYL COATED CHAIN LINK INFILL

32.18 VINYL WIND SCREEN

32.19 SHADE FABRIC ASSEMBLY WITH STAINLESS STEEL CABLES AND HARDWARE; ATTACHMENT OF FABRIC TO BE DELEGATED DESIGN.
3/16" = 1'-0"
1 ENLARGED FLOOR PLAN - POOL STORAGE
3/16" = 1'-0"
4 SOUTH ELEVATION - POOL STORAGE
3/16" = 1'-0" 6

WEST ELEVATION - POOL STORAGE
3/4" = 1'-0" 9

CANTILEVER SLIDING GATE SECTION
3/16" = 1'-0"
2 ENLARGED ROOF PLAN - POOL STORAGE

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
LEVEL 1
+0' - 0"
1 A106
2 A106
3 6.1 5.1 3.2 A106
LEVEL 1
+0' - 0"
4 A106

32.19 32.1
LEVEL 1
+0' - 0"
4 A106

32.7 6.1 32.19 5.1
LEVEL 1
+0' - 0"
4 A106

5.1 32.19 6.1
T.O. CURB
+0' - 6"
T.O. DECK
POOL

STORAGE
T.O. STL.
+2' - 0"
0' - 8"

COMPOSITE WOOD SCREEN

FOR ENLARGED

ELEVATION LAYOUT
T.O. STL.
+7' - 0"
T.O. STL. POST
+8' - 0"
HSS 4x4x3/8, POST BEYOND
PTD., TYP. S.S.D.

HSS 4x4x3/8, PTD., TYP.

END CAP BY COMPOSITE
WOOD MFR.

CAP PLATE, CONT. WELD 4
SIDES, GROUND SMOOTH, PTD.

END CAP BY COMPOSITE
WOOD MFR.

EQ EQ
0' - 2"
C.I.P. CONC. CURB
0' - 6"
SEE 12 / A308

1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN.

5. LOCATIONS OF DRAINS ARE MEASURED TO GRIDLINES. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

PERMIT SET

SECTIONS AND

DETAILS - POOL

STORAGE
A106
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
3/16" = 1'-0"
4 LONGITUDINAL SECTION - POOL STORAGE
3/16" = 1'-0"
3 TRANSVERSE SECTION - POOL STORAGE
3/16" = 1'-0"
1 SECTION - POOL STORAGE @ SLIDING GATE
3/16" = 1'-0"
2 SECTION - POOL STORAGE @ TEAM STORAGE
1" = 1'-0"
5 ENLARGED SECTION @ POOL STORAGE
# DESCRIPTION

3.2 CAST-IN-PLACE CONCRETE CURB

5.1 STRUCTURE, S.S.D., PAINTED

6.1 COMPOSITE WOOD SIDING

32.1 FENCING, VINYL COATED CHAIN LINK

32.7 CANTILEVERED SLIDING GATE, VINYL COATED CHAIN LINK INFILL

32.19 SHADE FABRIC ASSEMBLY WITH STAINLESS STEEL CABLES AND HARDWARE; ATTACHMENT OF FABRIC TO BE DELEGATED DESIGN.

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
42" MIN./4
4" M
AX.
3' - 0"
10"
HSS 4x4. PTD.

HSS 8x4, PTD.

GATE SECTION A

GATE ELEVATION
E
Q 1 E
Q 1
PTD. 1/4" STEEL PLATE, TYP.
3' - 0"
A
A

GATE PLAN VIEW
8 '- 4" @
G
A
T
E
G03
8' - 0" @
G
A
T
E
G02
0' - 2"
2"
0' - 4"

CHAINLINK INFILL, MATCH

ADJACENT FENCE FABRIC
HSS 4x4, PTD.

PTD. 1/4"X2" STEEL PLATE, TYP.

GATE HINGE, TYP.

CHAINLINK INFILL,

MATCH ADJACENT

FENCE FABRIC
CHAINLINK INFILL, MATCH ADJ. FENCE

ILLUMINATED

EXIT SIGN

WHERE OCCURS
8' -4" @
G
A
T
E
G03
8' - 0" @
G
A
T
E
G02

REMOVABLE POST

REMOVABLE POST
(BEHIND GATE PANELS)
8" 1' - 0"
5"
7"

CONCRETE FOOTING, SSD

PANIC HARDWARE

STEEL PLATE, PAINTED

GATE HINGE PER

HARDWARE SCHEDULE
7' - 0"
EXIT DEVICE GUARD, 3/16" X 4" FLAT BAR

W/ ROUNDED CORNERS, WELDED TO

METAL PLATE, PAINTED TO MATCH GATE

GATE LEVER, SEE

HARDWARE SCHEDULE
1-1/2" DIA. GALV. PIPE RAIL, PTD.,

ALL WELDS GROUND SMOOTH,
TYP.
1-1/2" DIA. GALV. PIPE RAIL, PAINTED
POST POCKET: HOT DIP GALV. STL.

POST SLEEVE CIP 3" I.D. MAX W/
1/4x5x5 PLATE WELDED W/ 3/16"
FILLET ALL-AROUND; SET POSTS IN
NON-SHRINK GROUT; SET TOP
BELOW FINAL GROUT LINE FOR 1"
COVER
0' - 8"
3/8"
CONC. SLAB BLOCKOUT, SSD
1' - 2"
1' - 0"
(2) #4 ADD BARS EACH WAY
2' - 10" M
AX
A
F
F
0' - 6"

POOL DECK,

SEE AQUATIC

DRAWINGS
1" A
B
V
D
E
C
K
1/2" S
A
N
D IN
FILL
3"
3" CLASS 2 PERMEABLE BASE ROCK, 3/4" MAX GRAVEL SIZE
ARTIFICIAL TURF IN COMPLIANCE WITH ASTM F1951
2X4 PTDF NAILER,

ATTACH TO CONC

USING WEDGE
ANCHORS.

NAILER TO BE
PLACED 3/8" - 1/2"
BELOW T.O. DECK
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

SITE DETAILS
A110
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1/2" = 1'-0"
1 POOL ENCLOSURE GATE
1 1/2" = 1'-0"
2 GRAB BAR RAIL AT DRINKING FOUNTAIN
1 1/2" = 1'-0"
3 ARTIFICIAL TURF

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
A
NB
NC
ND
NE
NF NF
4 5 6 7 9
NA
2 3
F
G
E
H
11 J
L
N
D
B
C

4.1 5.1 6.1
A300
1 A300
3 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
2 A306
10 1
A305
3 2 A305
A305
3 A306
A301 1
A300
2 LOBBY
A1

WOMEN'S
LOCKER
A2

MEN'S LOCKER
A7

ACTIVITY ROOM
A22

JANITOR

STORAGE
A4
FAMILY

CHANGING
A5
ADULT

CHANGING
A6
IDF
A8
TRASH
A9
ACID
A11
OFFICE
A16

LIFEGUARD
A18
OFFICE
A19

RESTROOM
A20

WOMEN'S
LOCKER
A23

MEN'S LOCKER
A24

RESTROOM
A17

FIRE RISER
A10
A502
1 2
A500
3 A401
1 SF5
SF6
SF7
SFN2
SF8
SFN1
A01A
A01B
A03A
A02A
A02B
A01C
2 7 A500
1 6
12 A501 10
9 11
A502
3 POOL STORAGE
A15

22.2 22.2

22.2 22.1

22.1 8.11

5.3 A402
1 A405
1 A04B
A07A
A503
1 2
A308
1 A07B
A08
A14A
A13A
A10A
A09A
G01
A406
1 A23A A24A
N1A
N1B
N1D
N1E

8.9 A19AA16A
A17A
A20A
SF10 SF11
SF9
SF14
SF13

OUTDOOR

POOL DECK
1 A306
4 A305

22.2 A404
1 9.12

9.12 STAFF SHOWER
A21 A21A

5.5 G08

22.4 A501
3 1
4 2
A501
7 5
8 6

70.00°
3 A301
ROOF

OUTLINE
ABOVE
ROOF

OUTLINE
ABOVE

22.1 CHLORINE
A12

POOL MECH
A14
ELEC
A13
4 1
A310
2 A310
3 A310
4 A310
3 A311
4 A311
1 A312
2 A312
1 A313
2 A313
3 A313
1 A314
2 A314
1' - 4"
2' - 2"
2 A311

2.1 5.2
B.1
E.1

10.1 10.2
M
8 P
12 K
A308
6 SF2 SF3 SF4
A931
1 A04A
A403
1 1
A500
5 A11A
A12A
A14B
A13B
A05A
A06

NATATORIUM
N1
17' - 0" 24' - 6" 24' - 6" 24' - 6" 24' - 6" 15' - 0" 13' - 9" 7' - 0" 10' - 0" 2' - 10" 4' - 2" 15' - 4" 9' - 0"
12' - 4" 20' - 2" 5' - 6" 3' - 4"
12' - 1" 7' - 7" 19' - 8" 12' - 2" 19' - 5" 4' - 6" 17' - 0" 2' - 6" 18' - 8" 17' - 0"

15.00°

70.00°
A15A
6' - 6"
7' - 3" 12' - 0" 22' - 2"

13.3 10.7
A500
4 A22C

7.9 SOFFIT ABOVE

10.3 10.3

12.2 12.2
A18A

21.2 32.6 32.6

5.9 5.9

5.9 5.9
N1C

8.8 5.10
1' - 5 1/2"
3 7
5 5
5 5
E2
E3A
E4.1 E4.1 E4.1
E4
E4
E6
E4A
E7
E7
E9
E9
E9
E1
E1
E8
E8
E4A
E9
E9
E9
3' - 7 1/2"
E5
A813
2 SF12
SF1
1 A311
A301
4 E3
E1
E4A
E4A
E7
21' - 8" 1' - 5"
3 21.2

21.2 5.9
4 G09

32.1 A301
5 6
E8

12.3 9 9
A300
4 A22B A22A
A22D

12.2 E1

22.6 CORRIDOR
A3
PP
PP
PP

8.7 PP PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP

21.2 8.7
PP
18 11.5

12.2 E3
5 5
5 5
0' - 6"
4 3
4 4
4 SFN7
3 A314

21.4 METAL STUD FRAMING
CMU WALL, SEE CMU PLAN AND S.S.D.

DOOR / GATE NUMBER

STOREFRONT KEY
101
# PARTITION KEY - SEE SHEETS A810 AND A900
SF#
1 HR RATED WALL

WALL-MOUNTED VERTICAL ACTUATOR PUSH PLATE TO

START THE AUTO OPERATOR, SEE ELECTRICAL AND LOW

VOLTAGE DRAWINGS, SEE SPECS,
PP
SEE 11 / A021

1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN.

5. LOCATIONS OF DRAINS ARE MEASURED TO GRIDLINES. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

PERMIT SET

FLOOR PLAN
A200
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1
# DESCRIPTION

5.3 METAL GATE, PAINTED

5.5 STRUCTURAL BRACE FRAME, S.S.D., PAINTED

5.9 METAL CANE DETECTION RAIL, PAINTED

5.10 PREMANUFACTURED METAL SHIP LADDER, PAINTED

7.9 DOWNSPOUT, PAINTED, SEE PLUMBING DRAWINGS

8.7 AUTOMATIC DOOR OPENER - BOLLARD MOUNTED WITH PUSH

PLATE AND CARD READER

8.8 FOLDING / SLIDING GLASS PARTITION (BID ALTERNATE)

8.9 INTEGRATED SWING DOOR IN FOLDING / SLIDING GLASS

PARTITION

8.11 ALUMINUM FRAMED CURTAIN WALL SYSTEM

9.12 RECESSED WALK OFF MAT

10.3 PHENOLIC BENCH ON POWDER COATED ALUMINUM PEDESTALS

10.7 METAL SHELVING, OFCI

11.5 SWIMSUIT SPINNER

12.2 MANUAL WINDOW SHADES

12.3 WALL-MOUNT BIKE RACK, PROVIDE BLOCKING

13.3 ACCESSIBLE POOL LIFT, SEE AQUATIC DRAWINGS

21.2 PORTABLE FIRE EXTINGUISHER, SEMI RECESSED CABINET - 2A10BC RATING

21.4 PORTABLE FIRE EXTINGUISHER, SURFACE MOUNTED,

ELECTRICALLY NON-CONDUCTIVE (CLASS C)

22.1 DUAL HEIGHT DRINKING FOUNTAIN W/ BOTTLE FILLER, S.P.D.

22.2 DECK MOUNTED RINSE SHOWER WITH 2 SHOWER HEADS AND
HOT WATER, S.P.D.

22.4 WASHER / DRYER, OFCI

22.6 EMERGENCY EYEWASH STATION, SEE POOL DRAWINGS

32.1 FENCING, VINYL COATED CHAIN LINK

32.6 C.I.P. CONCRETE POOL DECK, SEE AQUATIC DRAWINGS
PLAN
NORTH

1. MOISTURE AND MOLD RESISTANT GYPSUM BOARD TO BE USED AT NATATORIUM.

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
A
NB
NC
ND
NE
NF
4 NA
2 3
D
B
C

4.1 A300
3 A308 3
A308
2 A301 1
2' - 10"

WOMEN'S
LOCKER
A23

MEN'S LOCKER
A24
SFN2
SF8
A01C

22.2 22.2

22.1 A308
1 8.11
G01

OUTDOOR POOL DECK

POOL STORAGE
N1A
N1B
N1D

NATATORIUM
N1

9.12 8 A308
A308
7 A105
1 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

2.1 B.1
19' - 0"
A308
6 SF15
SF16
1 7' - 0"
17' - 0" 24' - 6"

15.00°
104' - 4"
26' - 4" 38' - 0" 40' - 0"
10' - 7"
47' - 6" 0' - 10"
EQ. EQ. EQ. EQ. EQ.
10' - 0" 10' - 0" 10' - 0" 10' - 0" EQ. EQ. EQ. EQ.

N1C

8.4 8.4
21 A308
158.00°
112.00° G02
G08
G05 G06
G07
5' - 0"
A308
4 7' - 3" 12' - 0" 22' - 2" 94' - 11 1/2"

TEAM STORAGE
A308
9 A308 10

13.3 13.2

3.5 7.9

32.8 ROOF OUTLINE
ABOVE

ROOF OUTLINE
ABOVE
40' - 0" 13' - 6" 14' - 6" 3' - 6"
G03
G04
6' - 10"
3' - 10 1/2"
EQ. EQ. EQ.

E
Q. E
Q.
10' - 0" 10' - 0" 10' - 0" 10' - 0"
104' - 5 3/4"
103' - 0 1/2"
9' - 9 3/4"
11' - 7 3/4"
A301
4 G09
A105
2 A301
5 6
A300
4 3.10

AT C/L OF

COLUMNS &

ENDS OF

RADIUSED
WALLS, TYP.

3.11 METAL STUD FRAMING
CMU WALL, SEE CMU PLAN AND S.S.D.

DOOR / GATE NUMBER

STOREFRONT KEY
101
# PARTITION KEY - SEE SHEETS A810 AND A900
SF#
1 HR RATED WALL

WALL-MOUNTED VERTICAL ACTUATOR PUSH PLATE TO

START THE AUTO OPERATOR, SEE ELECTRICAL AND LOW

VOLTAGE DRAWINGS, SEE SPECS,
PP
SEE 11 / A021

1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN.

5. LOCATIONS OF DRAINS ARE MEASURED TO GRIDLINES. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

PERMIT SET

FLOOR PLAN -

OUTDOOR POOL
A201
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1/8" = 1'-0" 1
FLOOR PLAN - LEVEL 1 - OUTDOOR POOL
# DESCRIPTION

3.5 6" STRUCTURAL SLAB W/ #4 REBAR @ 12" O.C. TIED BOTH WAYS.

EXTEND SLAB TO 6" BEYOND BLEACHER FOOTPRINT.

3.10 CONCRETE CONTROL JOINT

3.11 CONCRETE MOW STRIP

7.9 DOWNSPOUT, PAINTED, SEE PLUMBING DRAWINGS

8.4 ALUMINUM FRAMED STOREFRONT SYSTEM

8.11 ALUMINUM FRAMED CURTAIN WALL SYSTEM

9.12 RECESSED WALK OFF MAT

13.2 4 ROW ALUMINUM BLEACHERS, O.F.O.I.

13.3 ACCESSIBLE POOL LIFT, SEE AQUATIC DRAWINGS

22.1 DUAL HEIGHT DRINKING FOUNTAIN W/ BOTTLE FILLER, S.P.D.

22.2 DECK MOUNTED RINSE SHOWER WITH 2 SHOWER HEADS AND
HOT WATER, S.P.D.

32.8 ARTIFICIAL TURF
PLAN
NORTH

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
A
NB
NC
ND
NE
NF
4 5 6 7 9
NA
2 3
F
G
E
H
11 J
L
N
D
B
C

4.1 5.1 6.1
A300
1 2
A306

LOW ROOF
10 1
A305
3 A305
2 A305
3 A306
A300
2 8.10
A308
1 15' - 9"

8.10 8.13
17' - 0"

8.10 8.10
1 A306
4 A305

5.14 A301
2 3 A301
1 A310
2 A310
3 A310
4 A310
3 A311
4 A311
1 A312
2 A312
1 A313
2 A313
3 A313
1 A314
2 A314
2 A311

2.1 5.2
B.1
E.1

10.1 10.2
M
8 P
12 K
1 NATATORIUM ROOF
(SOLAR READY AREA)

LOW ROOF
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN
OPEN

7.11 1/4" / 12" 1/4" / 12"

8.10 8.10
17' - 0" 24' - 6" 24' - 6" 24' - 6" 24' - 6" 15' - 0" 13' - 9" 7' - 0" 10' - 0" 2' - 10" 4' - 2" 15' - 4" 9' - 0"
12' - 4" 20' - 2" 5' - 6" 3' - 4"
12' - 1" 7' - 7" 19' - 8" 12' - 2" 19' - 5" 4' - 6" 17' - 0" 2' - 6" 18' - 8" 17' - 0"

15.00°
15' - 9"
12' - 9"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
13' - 10 1/4"
1/4" / 12"
1/4" / 12"
1/4" / 12" 1/4" / 12" 1/4" / 12"
1/4" / 12"
1 A311
1/4" / 12"
28' - 0"
24' - 5 1/2"
A802
1 A802
7 A309
1 10.16

8.10 E7
E7
E7
8' - 2"
11' - 3 1/2"

5.4 1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12" 1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
3 A314
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12" 1/4" / 12"

1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN.

5. LOCATIONS OF DRAINS ARE MEASURED TO GRIDLINES. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

KEYNOTES

GENERAL NOTES
LEGEND
#
STAMP:

PERMIT SET

ROOF PLAN
A205
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1/8" = 1'-0" 1

ROOF PLAN
# DESCRIPTION

5.4 SHIP LADDER WITH PLATFORM. COORDINATE ANGLE AND
PLATFORM WIDTH WITH MECHANICAL DUCT.

5.14 PREMANUFACTURED ROOF ACCESS LADDER, PAINTED

7.11 TPO ROOF MEMBRANE O/ ROOF BOARD O/ POLYISOCYANURATE

INSULATION BOARD O/ METAL DECK

8.10 14" DIA. TUBULAR DAYLIGHTING DEVICE WITH SELF FLASHING

CURB, SEE SPECS (BID ALTERNATE)

8.13 PREMANUFACTURED ROOF ACCESS HATCH

10.16 FALL ARREST SYSTEM
PLAN
NORTH

1. SEE MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.

2. ROOFING MATERIAL TO BE NO LESS THAN CLASS C FIRE RATED PER CBC TABLE 1505.1. SEE SPECS.

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

EXTERIOR

ELEVATIONS
A300
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

REVISION

NUMBER DATE DESCRIPTION PLANNING APPLICATION SUBMITTAL NOT FOR CONSTRUCTION 03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

EXTERIOR

ELEVATIONS
A301
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

REVISION

NUMBER DATE DESCRIPTION PLANNING APPLICATION SUBMITTAL NOT FOR CONSTRUCTION LEVEL 1
+0' - 0"
T.O. NATATORIUM

PARAPET
+28' - 0"

A NB NC ND NE NF
T.O. LOW PARAPET
+15' - 9"

B C NA D
T.O. HIGH PARAPET
+17' - 0"
2 A306
T.O.S
+12' - 6"

NATATORIUM
N1

ACTIVITY ROOM
A22
3 A306
T.O.S. NATATORIUM
+22' - 6"
1 A306
2 A314
B.1
3 A314
LEVEL 1
+0' - 0"
T.O. NATATORIUM

PARAPET
+28' - 0"

NF NE ND NC NB A
T.O. LOW PARAPET
+15' - 9"

D NA C B
T.O. HIGH PARAPET
+17' - 0"
2 A306
T.O.S
+12' - 6"
3 A306
T.O.S. NATATORIUM
+22' - 6"
1 A306

NATATORIUM
N1
LOBBY
A1
B.1
LEVEL 1
+0' - 0"
T.O. NATATORIUM

PARAPET
+28' - 0"
T.O. LOW PARAPET
+15' - 9"

N L J H G F E
T.O. HIGH PARAPET
+17' - 0"
T.O.S
+12' - 6"

MEN'S LOCKER
A7

WOMEN'S
LOCKER
A2
LOBBY
A1
4 A305

5.14 POOL MECH
A14
P M K E.1

5.4 LEVEL 1
+0' - 0"
T.O. NATATORIUM

PARAPET
+28' - 0"
T.O. LOW PARAPET
+15' - 9"
11 T.O. HIGH PARAPET
+17' - 0"
10 T.O.S
+12' - 6"
3 A305
T.O.S. NATATORIUM
+22' - 6"

MEN'S LOCKER
A7

NATATORIUM
N1
TRASH
A9

10.1 10.2 12

5.4 1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. SEE AQUATICS DRAWINGS FOR POOL SECTIONS.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SEE STRUCTURAL DRAWINGS FOR SLAB INFORMATION.

5. SEE GEOTECH REPORT FOR EARTHWORK AND GRADING AND
COMPACT FILL MATERIAL.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:
# GENERAL NOTESKEYNOTESLEGEND
STAMP:

PERMIT SET

BUILDING

SECTIONS
A305
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1/8" = 1'-0"
1 BUILDING SECTION - NATATORIUM AND ACTIVITY ROOM
# DESCRIPTION

5.4 SHIP LADDER WITH PLATFORM. COORDINATE ANGLE AND PLATFORM WIDTH WITH MECHANICAL DUCT.

5.14 PREMANUFACTURED ROOF ACCESS LADDER, PAINTED
1/8" = 1'-0" 2

BUILDING SECTION - NATATORIUM AND LOBBY
1/8" = 1'-0"
3 BUILDING SECTION - LOCKER ROOMS
1/8" = 1'-0" 4

BUILDING SECTION - MEN'S LOCKER ROOM AND NATATORIUM

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
LEVEL 1
+0' - 0"
T.O. NATATORIUM

PARAPET
+28' - 0"
6 5 4
T.O. LOW PARAPET
+15' - 9"
9 7 6.1 5.1 4.1 3 2
T.O. HIGH PARAPET
+17' - 0"
T.O.S
+12' - 6"
1 A305
2 A305
T.O.S. NATATORIUM
+22' - 6"

MEN'S LOCKER
A24

ACTIVITY ROOM
A22

RESTROOM
A17

RESTROOM
A20
LOBBY
A1

WOMEN'S
LOCKER
A2
8 5.2 2.1

5.4 A910
11 LEVEL 1
+0' - 0"
T.O. NATATORIUM

PARAPET
+28' - 0"
4 5 6
T.O. LOW PARAPET
+15' - 9"
2 3 4.1 5.1 6.1 7 9
T.O. HIGH PARAPET
+17' - 0"
T.O.S
+12' - 6"
1 A305

MEN'S LOCKER
A7

NATATORIUM
N1
TRASH
A9
2 A305
T.O.S. NATATORIUM
+22' - 6"

2.1 5.2 8

5.4 LEVEL 1
+0' - 0"
T.O. NATATORIUM

PARAPET
+28' - 0"
4 5 6
T.O. LOW PARAPET
+15' - 9"
2 3 4.1 5.1 6.1 7 9
T.O. HIGH PARAPET
+17' - 0"
T.O.S
+12' - 6"
1 A305
2 A305
T.O.S. NATATORIUM
+22' - 6"

POOL STORAGE
A15

NATATORIUM
N1

7.2 POOL MECH
A14
ELEC
A13

2.1 5.2 8

7.1 1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. SEE AQUATICS DRAWINGS FOR POOL SECTIONS.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SEE STRUCTURAL DRAWINGS FOR SLAB INFORMATION.

5. SEE GEOTECH REPORT FOR EARTHWORK AND GRADING AND
COMPACT FILL MATERIAL.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

KEYNOTES # GENERAL NOTES
STAMP:

PERMIT SET

BUILDING

SECTIONS
A306
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
# DESCRIPTION

5.4 SHIP LADDER WITH PLATFORM. COORDINATE ANGLE AND PLATFORM WIDTH WITH MECHANICAL DUCT.

7.1 METAL PANEL

7.2 CEMENT PLASTER, PAINTED
1/8" = 1'-0" 1

BUILDING SECTION - OUTDOOR LOCKER ROOMS AND LOBBY
1/8" = 1'-0" 2

BUILDING SECTION - NATATORIUM AND LOCKER ROOMS
1/8" = 1'-0" 3

BUILDING SECTION - NATATORIUM AND MECHANICAL ROOM

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
POOL
DECK
T.O. CONC. WALL
+3' - 0"
T.O. DECK
0' - 10"
T.O. STL.
+12' - 0"
HSS 8x6, PTD., TYP.

HSS 8x6, PTD., TYP.

HSS 8X6, POST BEYOND
PTD., TYP. S.S.D.

END CAP BY COMPOSITE
WOOD MFR., TYP.

COMPOSITE WOOD SCREEN
W/ ALUMINUM INSERT PER MFR. 1/2" GAP
T.O. STL.
+3' - 6"
GAP
1/2"

END CAP BY COMPOSITE
WOOD MFR., TYP.

C.I.P. CONC. WALL
WELD 4 SIDES, GROUND
SMOOTH, PTD., TYP.

T.O. WIND SCEEN
+15' - 0"

SEE LANDSCAPE DRAWINGS
S.S.D. FOR FOOTINGS
3' - 0" 6' - 0"
RADIUS15' - 0"

6.2 3.1

SEE PLAN

3.10 T.O. DECK
T.O. CONC. WALL
+3' - 0"
T.O. WIND SCEEN
9' - 0"

3.10 TYP., SEE SHEET
A201 FOR LAYOUT
RADIUS RADIUS3' - 0" 9' - 0" 3' - 0"

SEE PLANS SEE PLANS
SF15
A308
11 TYP.
21 A308

6.2 3.1 8.4
26 A308

3.10 TYP., SEE SHEET
A201 FOR LAYOUT

3.10 3.10
RADIUS

SEE PLANS
SF16
3' - 0"3' - 6"8' - 6"
7' - 0"3' - 0"
8' - 6"

5.3 3.1 3.10 8.4 6.2 5.3
TYP., SEE SHEET
A201 FOR LAYOUT

3.10 SF #

STOREFRONT AND CURTAIN WALL KEY
SEE SHEETS A805 & A806 FOR SCHEDULE
M- METAL PANEL KEY - SEE SHEETS A802 & A803 FOR SCHEDULE

1. FFE: +0' - 0" = +26.25, SEE LANDSCAPE DRAWINGS.

2. ALL OPENINGS ARE FULL OR 1/2 BLOCK CMU MODULES U.O.N. SEE CMU PLAN FOR MORE INFO AND WALL PLACEMENT.

3. AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT BUILDING.

SPRINKLERS SHALL BE DESIGNED TO COORDINATE WITH DUCTS,

PIPING, CONDUIT, LIGHTING, ACCESS PANEL LOCATIONS AND OTHER CEILING ELEMENTS FOR A CLEAN, ARCHITECTURAL APPEARANCE.

4. SLAB DIMENSIONS ARE MEASURED TO GRIDLINES. SEE SLAB PLAN.

5. LOCATIONS OF DRAINS ARE MEASURED TO GRIDLINES. ALL FLOOR DRAINS ARE TO BE CENTERED IN THEIR RESPECTIVE SPACES, U.O.N.

6. ALL EXPOSED STRUCTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL ELEMENTS TO BE PAINTED, U.O.N.

A308
12 3.1 5.1 5.1 6.2
2' - 6" 3' - 6"

3.1 6.2 5.1 8.4
SF15
SF16

5.1 5.3 6.2 5.1 8.4 13.2 3.1 5.1 5.3

6.2 5.1

6.2 T.O. WIND SCREEN
+15' - 0"
SS05050 BOARDS
+12' - 0"
INNOWOOD RS15050
INNOWOOD SS05050
-OPEN BETWEEN
FULL HEIGHT RS15050
BOARDS
3' - 0"
T.O. INNOWOOD
GAP TYP.
0' - 0 1/8"
T.O. WIND SCREEN
+15' - 0"
INNOWOOD RS15050
INNOWOOD SS05050
ALIGN
POOL
DECK
T.O. CONC. WALL
+3' - 0"
T.O. DECK
0' - 10"
T.O. STL.
+10' - 0"
HSS 8x6, PTD., TYP.

HSS 8x6, PTD., TYP.

HSS 8X6, POST BEYOND
PTD., TYP. S.S.D.

END CAP BY COMPOSITE
WOOD MFR., TYP.

ALUM. FRAMED STOREFRONT
SYSTEM
T.O. STL.
+3' - 6"
GAP
1/2"
C.I.P. CONC. WALL
WELD 4 SIDES, GROUND
SMOOTH, PTD., TYP.

T.O. WIND SCEEN
+15' - 0"

SEE LANDSCAPE DRAWINGS
T.O. STL.
+12' - 0"
0' - 0 1/2"

END CAP BY COMPOSITE
WOOD MFR., TYP.

S.S.D. FOR FOOTINGS

COMPOSITE WOOD SCREEN
W/ ALUMINUM INSERT PER MFR.
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

LEGEND KEYNOTES # GENERAL NOTES
STAMP:

PERMIT SET

SECTIONS AND

ELEVATIONS POOL

WIND SCREEN
A308
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
3/4" = 1'-0" 21 TYPICAL ENLARGED SECTION AT WIND SCREEN1/8" = 1'-0" 1 ELEVATION - WIND SCREEN -NORTH
1/8" = 1'-0"
2 ELEVATION - WIND SCREEN - NORTH / WEST
1/8" = 1'-0"
3 ELEVATION - WIND SCREEN - WEST
# DESCRIPTION

3.1 CAST-IN-PLACE CONCRETE, S.S.D.

3.10 CONCRETE CONTROL JOINT

5.1 STRUCTURE, S.S.D., PAINTED

5.3 METAL GATE, PAINTED

6.2 COMPOSITE WOOD WIND SCREEN

8.4 ALUMINUM FRAMED STOREFRONT SYSTEM

13.2 4 ROW ALUMINUM BLEACHERS, O.F.O.I.
1/8" = 1'-0"
4 ELEVATION - WIND SCREEN - SOUTH
1/8" = 1'-0"
6 ELEVATION POOL DECK - WIND SCREEN - NORTH
1/8" = 1'-0"
7 ELEVATION POOL DECK - WIND SCREEN - NORHT/WEST
1/8" = 1'-0"
8 ELEVATION POOL DECK - WIND SCREEN - WEST
1/8" = 1'-0"
9 ELEVATION POOL DECK - WIND SCREEN
1/8" = 1'-0"
10 ELEVATION POOL DECK - WIND SCREEN
1/2" = 1'-0"
11 ENLARGED COMPOSITE WOOD LAYOUT - OPEN
1/2" = 1'-0"
12 ENLARGED COMPOSITE WOOD LAYOUT
3/4" = 1'-0" 26 STOREFRONT DETAIL AT WIND SCREEN

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
3 4 5 6 7 9
G
H
J
L
N
D
C

4.1 5.1 5.2 6.1
B.1

10.2 M
8 K
5' - 8"
8' - 7"
20' - 1"
8' - 0"
8' - 2" 8' - 2" 8' - 2" 8' - 2" 8' - 2" 8' - 2" 8' - 2" 8' - 2" 8' - 0" 8' - 0" 8' - 6 1/2" 9' - 8" 7' - 6" 8' - 6 1/2" 8' - 0" 8' - 0" 8' - 0" 5' - 10 1/4" 6' - 3 1/2" 2' - 2
3/4"
8' - 10
1/2"
11' - 1"
6' - 1" 6' - 1" 7' - 1
1 3/4" 7' - 1
1" 8' - 0
1/4"
8' - 5
3/4"
8' - 6
1/4"
7' - 0
3/4"
9' - 9" 8' - 0"

LOW ROOF
2 A309

COMPOSITE WOOD

SLAT SCREEN
HSS 6X6, PTD.,
TYP. S.S.D.
1' - 5" 3' - 6 3/8"
4' - 9 5/8" 11 3/8"
8' - 7" 5' - 7
1/2"
1' - 1 3/4"
8' - 0 3/4"
8' - 0" 8' - 2 1/4"
4' - 5 7/8"
8' - 2 1/2"
8' - 2 1/2"
1' - 7 3/4"
19' - 8 1/2"
10' - 8 1/2"
20' - 4 1/2"
T.O.S.
+12' - 6"
GALV. HSS 6X6, PTD., TYP. S.S.D.

GALV. HSS 6X6, PTD., TYP.

S.S.D.

GALV. HSS 6X6, POST BEYOND
PTD., TYP., S.S.D.

END CAP BY COMPOSITE
WOOD MFR., TYP.

COMPOSITE WOOD

END CAP BY COMPOSITE
WOOD MFR., TYP.

WELD 4 SIDES, GROUND
SMOOTH, PTD., TYP.

BEAM, S.S.D.

T.O.S.
+15' - 6"
T.O.S.
+21' - 0"

ROOF ASSEMBLY,
SEE 1 / A830
0' - 6"
6' - 0"
3 A309

CONTINUOUS ALUMINUM CLIP

PER MANUFACTURER
8' - 6"

COMPOSITE WOOD

CONTINUOUS

ALUMINUM CLIP PER

MANUFACTURER
0' - 4" TYP.

HORIZONTAL GALV. HSS
6X6, PTD., TYP., S.S.D.

NEOPRENE SPACER
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

PLAN AND

SECTIONS -

MECHANICAL
SCREEN
A309
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
3/16" = 1'-0"
1 ENLARGED PLAN - MECHAINCAL ROOF SCREEN
1" = 1'-0"
2 SECTION - MECHANICAL SCREEN
PLAN
NORTH
3" = 1'-0" 3

ENLARGED PLAN - MECHANICAL SCREEN LAYOUT

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
D
12 28' - 6"
3' - 6"

CAST IN PLACE BOARD

FORMED CONCRETE W/
EASED EDGES, TYP.

SURFACE MOUNTED 1-1/2”

THICK PRECISION CUT

ALUMINUM LETTERING
(MUSEO SANS 500 FONT), W/

POWDER COAT FINISH
FREE STANDING 1-1/2” THICK

PRECISION CUT ALUMINUM

LETTERING (MUSEO SANS
500 FONT), W/ POWDER

COAT FINISH
1' - 6"
0' - 10"
0' - 10"

BUILDING ADDRESS
SURFACE MOUNTED 1-1/2”

THICK PRECISION CUT

ALUMINUM LETTERING
(MUSEO SANS 500 FONT), W/

POWDER COAT FINISH EXTERIOR WALL, SEE FLOOR

PLANS AND SCHEDULE
7' - 0"
0' - 6"
LEVEL 1
+0' - 0"
1' - 7"
1' - 4"
1' - 6"
19' - 5"
23' - 10"
28' - 6"
7' - 0"

CAST IN PLACE BOARD

FORMED CONCRETE W/ EASED
& CHAMFERED EDGES, TYP.

SURFACE MOUNTED /
PINNED 1-1/2” THICK

PRECISION CUT ALUMINUM

LETTERING (MUSEO SANS
500 FONT), W/ POWDER

COAT FINISH, COLOR TO
MATCH P-3
FREE STANDING 1-1/2” THICK

PRECISION CUT ALUMINUM

LETTERING (MUSEO SANS
500 FONT), W/ POWDER

COAT FINISH, COLOR TO

MATCH EXTERIOR METAL
PANEL
6 A802
9 7
T.O.S
+12' - 6"
8 1' - 6"
39' - 0"
0' - 1"
1-1/2” THICK PRECISION CUT

ALUMINUM LETTERING (MUSEO
SANS 500 FONT), W/ POWDER

COAT FINISH, COLOR TO MATCH
P-3

ALUMINUM SHELF, W/

POWDER COAT FINISH,
COLOR TO MATCH P-3
3' - 2"
A
7 8 9
39' - 0"
EQ. EQ.
0' - 6"
0' - 2"
FROM

FACE OF
FIN.
1-1/2” THICK PRECISION CUT

ALUMINUM LETTERING
(MUSEO SANS 500 FONT), W/

POWDER COAT FINISH

ALUMINUM EDGE SHELF, W/

POWDER COAT FINISH

ALIGN LETTERS W/

EDGE OF SHELF

AIR/WATER BARRIER

STEEL JOIST FRAMING

SOFFIT VENT

CEMENT PLASTER

GYPSUM SHEATHING

AIR/WATERBARRIER
8"
4"

PLASTER J EDGE TRIM

J PLASTER MOULD

SELF-ADHERED FLASHING
1 1/2" D X 1 5/8" WIDE FLANGE -

Z FURRING CHANNEL
2-PIECE PAINTED

GSM FLASHING

SEALANT
1' - 4"
POWDER COAT ALUM. PERFORATED PLATE 3/4" 1/4" 1"
1 1/2"
6"
1-1/2” THICK PRECISION CUT

ALUMINUM LETTERING (MUSEO
SANS 500 FONT), W/ POWDER

COAT FINISH
POWDER COAT ALUM. EXTRUSION
S.S. BOLT W/ NEOPRENE
WASHER @ 16" O.C.

S.S. BOLT W/ NEOPRENE WASHER @ 16" O.C.

METAL PANEL

FLAT STRAP OR SOLID
BLOCKING, 54 MIL MIN.

ATTACHMENT PER

SIGNAGE FABRICATOR

CITY OF SAN FRANCISCO

ORANGE MEMORIAL PARK AQUATIC CENTER PROJECT

CITY COUNCIL

FLOR NICOLAS, MAYOR

MARK NAGALES, VICE MAYOR

MARK ADDIEGO

JAMES COLEMAN

EDDIE FLORES

PARKS AND RECREATION COMMISION

STEVE FIRPO, CHAIR

RUTH DENARDI, VICE CHAIR

BETTY BATTAGLIA

BRITTANY BURGO

KRISTY CAMACHO

WILLIAM LOCK

ROBERT UY

CITY MANAGER - SHARON RANALS

DIRECTOR OF CAPITAL PROJECTS - JACOB GILCHRIST

PARKS AND RECREATION DEPUTY DIRECTOR - ANGELA DULDULAO

ARCHITECT - ELS ARCHITECTURE AND URBAN DESIGN

PROJECT MANAGER - PHILIP VITALE

PARKS AND RECREATION DIRECTOR - GREG MEDIATI

PARKS DIVISION MANAGER - JOSHUA RICHARDSON

CONTRACTOR - TBD
DEDICATED SEPTEMBER __, 2023
1' - 6"
1' - 10"
NOTE: WORDING TO BE

REVIEWED AND

FINALIZED BY OWNER
NOTES:

S.S.D FOR

FOOTING

INFORMATION

SURFACE MOUNTED /
PINNED 1-1/2” THICK

PRECISION CUT ALUMINUM

LETTERING (MUSEO SANS
500 FONT), W/ POWDER

COAT FINISH
FREE STANDING 1-1/2”

THICK PRECISION CUT

ALUMINUM LETTERING
(MUSEO SANS 500 FONT),

W/ POWDER COAT FINISH
0' - 1" 0' - 1"
0' - 2 1/2"
3/4" 4 1/4"

CAST IN PLACE BOARD

FORMED CONCRETE W/

EASED & CHAMFERED
EDGES, TYP.
0' - 10"
A811
5 sim
03/31/25
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street, Suite 230
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

EXTERIOR

SIGNAGE DETAILS
A802
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
3/8" = 1'-0"
1 BUILDING SIGNAGE PLAN
3/8" = 1'-0"
2 BUILDING SIGNAGE ELEVATION
3 N.T.S.

BUILDING SIGNAGE PERSPECTIVE
3/8" = 1'-0" 8

BUILDING ENTRY SIGNAGE ELEVATION
3/8" = 1'-0" 7

BUILDING ENTRY SIGNAGE PLAN
9 BUILDING ENTRY SIGNAGE PERSPECTIVE
3" = 1'-0" 10 BUILDING ENTRY SIGNAGE SECTION DETAIL
3" = 1'-0"
4 BRONZE DEDICATION PLAQUE
1 1/2" = 1'-0"
6 WALL SECTION @ BOARD FORM CONCRETE

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
STOP
POTS
E
E
V
V
EV

COMPACT

MOC CAP T

MOC CAP T
BIKE
LANE
15 POTS
DAEHA

NATATORIUM

OUTDOOR POOL DECK

POOL STORAGE
LOBBY
ENTRY

LIMIT OF WORK

SEE LANDSCAPE

DRAWINGS
TENNIS
DRIVE
ORANGE AVE.

TENNIS
DRIVE

PARKING
LOT
(N.I.C.)

PROPERTY LINE

NEW PARKING LOT
S.L.D. AND S.C.D.

ZY3
L-17
Z#1
ZY3
L-17
Z#1
ZY1
L-15
Z#2
ZY1
L-15
Z#2
ZY1
L-15
Z#2
ZY1
L-15
Z#2
ZY1
L-15
Z#2
ZY1
L-15
Z#2
ZG1
L-11
Z#5
ZG1
L-11
Z#5
ZG1
L-11
Z#5
ZG1
L-11
Z#5
ZG2
L-1
Z#7
ZG2
L-1
Z#7
ZS2
L-4
Z#3
ZS2
L-4
Z#3
ZS2
L-4
Z#3
ZS2
L-4
Z#3
ZS2
L-4
Z#3
1 X1WP
E-1
X1WP
E-1
X1WP
E-1
X1WP
E-1
ZY2
L-17
Z#1
ZY2
L-17
Z#1
ZY1
L-15
Z#2
ZY1
L-15
Z#2
3 3
3 4
ZG2
L-1
Z#7
ZY1
L-15
Z#2
ZS2
L-4
Z#3
ZS2
L-4
Z#3
ZY1
L-15
Z#2
ZY1
L-15
Z#2
5 ZY1
L-15
Z#2
ZY1
L-15
Z#2
(E)
R-48,50

THRU LCP
(E)
R-48,50

THRU LCP
6 6
ZY1
L-15
Z#2
ZY1
L-15
Z#2
ZY1
L-15
Z#2
ZY1A
L-15
Z#2
ZG2
L-1
Z#7
2 R-5
ZG1
L-11
Z#5
ZG1
L-11
Z#5
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
2351 Powell Street
San Francisco, CA 94133
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

GENERAL NOTES
STAMP:

PERMIT SET

OVERALL SITE

PLAN - LIGHTING
E101
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1" = 20'-0" 1

OVERALL SITE PLAN - LIGHTING
PLAN
NORTH
1 SIGNAGE LIGHTING TYPE AND QUANTITY PENDING FINAL SIGNAGE DESIGN.

RE-FEED (3) EXISTING LIGHTING FIXTURES MOUNTED WITHIN FLAME

SCLUPTURE FROM NEW CIRCUIT (THROUGH LCP) CLEAN & RELAMP EXISTING FIXTURE.
2 ACCENT LIGHT TYPE AND QUANTITY FOR PUBLIC ART SCULPTURE PENDING FINAL DESIGN.
3 ACCENT LIGHT TYPE AND QUANTITY FOR PARK SIGNAGE PENDING FINAL SIGNAGE DESIGN.
4 GROUND MOUNTED LIGHT FIXTURE FOR FACADE LIGHTING (WAVE EFFECT) TO BE DETERMINED.
5 6

EXISTING POST TOP SITE LIGHTING FIXTURE TO REMAIN, INTERCEPT EXISTING

UNDERGROUND BRANCH CIRCUIT ADJACENT TO POLE, PROVIDE NEW CHRISTY BOX AND EXTEND NEW WIRING (2#6, 1#6 GROUND IN 1"C) TO NEW 2P-20A CIRCUIT BREAKER IN PANEL 'R' VIA LIGHTING CONTROL PANEL.

REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
D
D
D
D
D D
D
D
DD
DD
DDDD
D
D
LOBBY
A1

WOMEN'S LOCKER
A2

MEN'S LOCKER
A7

ACTIVITY ROOM
A22

JANITOR STORAGE
A4

FAMILY CHANGING
A5

ADULT CHANGING
A6
IDF
A8
TRASH
A9
ACID
A11

POOL MECH
A14
OFFICE
A16

LIFEGUARD
A18
OFFICE
A19

RESTROOM
A20

WOMEN'S LOCKER
A23

MEN'S LOCKER
A24

NATATORIUM
N1

RESTROOM
A17
ELEC
A13

CHLORINE
A12

FIRE RISER
A10

POOL STORAGE
A15

STAFF SHOWER
A21
R1
E-3
EM
R1
L-3
R1
E-3
EM
R1
E-3
EM
R1
E-3
EM
R1A
L-3
a
R1A
L-3
b
R1
E-3
EM
R1
E-3
EM
R2
L-3
R2
L-3
R1
L-3
R1
E-3
EM
S1
L-3
R1
E-5
EM
R1
L-5
R1
E-5
EM
R1
E-5
EM
R1
E-5
EM
R1A
L-5
a
R1
E-5
EM
R1
E-5
EM
R2
L-5
R2
L-5
R1
L-5
R1
E-5
EM
R4
L-10
R4
L-10
R4
L-10
R4
L-10
R1
E-11
EM
R1A
L-10
a
R1A
L-10
b
R4
E-11
EM
R4
L-10
R1
E-11
f
EM
R1
E-15
f
EM
S1
E-11
EM
S1
L-10
S1
E-11
EM
S1
L-10
R1A
L-10
e
P1
L-10
P1
L-10
P1
L-10
R1A
L-10
a
R1
L-2
P1
E-10
EM
P1
E-10
EM
R2
L-10
R2
L-10
R1
L-2
R1
E-15
EM
R1
E-15
EM
P1
L-6
P1
L-6
R2
L-10
R1
E-11
EM R1
E-11
EM
R1
E-11
EM
R1
E-11
EM
R1
E-11
EM
R1
E-11
R1 EM
E-11
R1 EM
E-2
b
EM
R1A
L-10
d
R1A
L-10
c
R1
E-11
EM
R1A
L-10
a
R1A
L-10
b
R2
L-10 R2
L-10
R2
L-10
R1
E-11
EM
R1
L-10
R1
L-10
R1
E-11
EM
R1
E-11
EM
R1
E-11
EM
R1
E-11
EM
S1
L-10
S1
E-11
EM
R1A
L-10
e
R1A
L-10
d
R1A
L-10
c
R1A
L-10
b
R1A
L-10
a R1
E-11
EM
P1
E-10
EM
S4
E-10
EM
S4
E-10
EM
P1A
E-10
EM
P1A
E-10
EM
P1
L-6
P1
E-10
EM
P1A
L-6
P1A
E-10
EM
P1A
L-6
P1A
E-10
EM
P1A
L-6
P1A
E-10
EM
R1
E-2
EM
R1A
L-10
a
R1
L-10
P1
L-6
S1
E-3
EM
S1
L-3
S1
L-3
R1A
L-5
b
S1
L-5
S1
E-5
EM
S1
L-5
S1
L-5
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
S2
E-15
a
EM
S2
L-2
a
S2
E-15
a
EM
S2
L-2
a
S2
E-15
a
EM
S2
L-2
a
S2
E-15
a
EM
R1
L-10
R1
E-11
EM
S1
L-10
S1
L-10
S1
E-11
S1 EM
L-10
R3
L-2
b
R3
L-2
b
R3
L-2
b
P1A
E-10
EM
S1
L-10 S1
E-11
EM
P3
L-2
d
P3
L-2
d
P3
L-2
d
P3
L-2
d
P3
E-15
e
EM
P3
E-15
e
P3 EM
L-2
e
R1
E-2
b
EM
R1
E-2
b
EM
S3
R-15
a
S3
R-15
a
S1
L-8
a
S1
E-2
a
EM
P3
L-2
e
P3
L-2
d
P3
E-15
d
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
S2
E-15
a
EM
R1
L-10
R1
E-11
EM
S1
E-11
EM
S3
R-43
aS3
R-43
a
R1
E-15
EM
R1
E-15
EM
R1
L-2
S1
L-10
S1
E-11
EM
S1
L-10
S1
L-10 S1
L-10
S1
L-10
S1
E-11
EM
R1
E-11
EM
S1
L-8
a
S1
E-2
a
EM
S1
L-8
a
P1
L-6
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
ZR1
E-6
Z#6
EM
R1
L-2
c
R1A
E-2
b
EM
R5
E-4
EM
R5
E-4
EM
R5
L-12
R5
L-12
R5
L-12
R5
L-12
R5
E-4
EM
R5
E-4
EM
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
ZS1
E-9
Z#4
EM
ZS1
L-9
Z#4
K
K
a
b
a
b
X1
X1 a
X1
a
K
a
b
X1
X1
X1
a
K
a
b
c
1 a
d
f
1 X1 X1
K
X1
X1
X1
X1
a
b
d
c
e
K
K
X1
X1
K
a
K
a
X1
X1
K
K
a
b
c
d
e
X1
X1
a
b
c
e
1 R1
E-2
b
EM
X1
X1
X1
X1
X1
NF
D D
P
N
M
L
K
J
H
C
G
B.1
F
B
E.1
A
E
1 2 2.1 3 4 4.1 5 5.1 5.2 6 6.1 10 10.1

10.2 11 9 12
NA
NB
NC
ND
NE
7 8
X1
d

PRIMARY DAYLIGHT ZONE

SECONDARY DAYLIGHT ZONE
e
X1 X1
X1
X1
Z1 2
K
P4
E-2
a
EM
P4
E-2
a
EM
P4
E-2
a
EM
P4
E-2
a
EM
P4
L-8
a
P4
E-2
a
EM
P4
L-8
a
P4
E-2
a
EM
P4
L-8
a
P4
E-16
a
EM
P4
L-8
a
P4
E-16
a
EM
P4
E-16
a
EM P4
E-16
a
EM
P4
E-2
a
EM
P4
E-2
a
EM
P4
E-2
a
EM
P4
E-2
a
EM
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
E-16
a
EM
P4
E-16
a
EM
P4
L-8
a
P4
L-8
a
P4
L-8
a
P4
E-2
a
EM
P4
E-2
a
EM
P4
L-8
a
P4
L-8
a
R1
E-11
EM R1
L-10
P3
L-2
d
R1
L-10
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
1620 Montgomery Street
San Francisco, CA 94111
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

SHEET NOTES

GENERAL NOTES
STAMP:

PERMIT SET

FLOOR PLAN
LEVEL 1 - LIGHTING
E200
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080
1/8" = 1'-0" 1
Level 1 - LIGHTING PLAN
NORTH
1 PROVIDE LOCKABLE CLEAR PLASTIC ENCLOSURE.

KEYED DIMMING SWITCH FOR OUTDOOR POOL LIGHTS TYPES ZY2 (HIGHER HEAD) AND ZY3. THESE FLOODLIGHTS ARE TO BE DIMMED DOWN FOR AMBIENT LIGHTING ON DECK AND TO BE ON FULL POWER ONLY DURING COMPETITIONS. 2 REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
2351 Powell Street
San Francisco, CA 94133
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

PERMIT SET

LIGHTING FIXTURE

SCHEDULE
E601
AUGUST 24, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

4. ARCHITECT TO CONFIRM ALL FINISHES.

3. PROVIDE COMPLETE MOUNTING ACCESSORIES, SUPPORT BRACKETS, CLIPS, ETC. AS APPLICABLE TO THE FINISH CEILING OR CEILING STRUCTURE AS REQUIRED.

2. ALL INTERIOR LIGHTING FIXTURES SHALL BE 3500K COLOR TEMPERATURE AND MIN. 90 CRI, TYP. UNLESS OTHERWISE NOTED.

1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT AND MOUNTING REQUIREMENTS OF ALL LUMINAIRES.

REFER TO SPEC SECTION APPENDIX FOR COMPLETE FIXTURE CUTSHEETS.

FIXTURE SCHEDULE NOTES:

X1WP

EXTERIOR SINGLE FACE WEATHERPROOF

TYPE EXIT SIGN WITH GREEN LETTERS AND
TAMPER PROOF ACCESSORY. AC ONLY.

SURFACE
(WALL/COLUMN

MOUNTED)

EMERGI LITE SURVIVE ALL
WW-SVX-1-G--4X; 690.0454-E
LED

PROVIDED WITH

THE FIXTURE
INTEGRAL 120/277 4 W
GREEN

LETTERS

ON WHITE

EXTERIOR
X2
SAME AS TYPE X1 EXCEPT WITH DOUBLE
FACE

CEILING OR WALL

OR PENDANT

EMERGI LITE PRESTIGE
W-LX-2-N-G-W-UA-TRIM-MOUNTI

NG-OPTIONS
LED

PROVIDED WITH

THE FIXTURE
INTEGRAL 120/277 4 W
GREEN

LETTERS

ON WHITE

THROUGHOUT
X1

SINGLE FACE EDGE LIT EXIT SIGN WITH
GREEN LETTERS ON WHITE BACKGROUND. AC
ONLY. PROVIDE ARROWS AS SHOWN ON
PLANS.

CEILING OR WALL

OR PENDANT

EMERGI LITE PRESTIGE
W-LX-1-N-G-W-UA-TRIM-MOUNTI

NG-OPTIONS
LED

PROVIDED WITH

THE FIXTURE
INTEGRAL 120/277 4 W
GREEN

LETTERS

ON WHITE

THROUGHOUT
S4
4'-0" LONG FIXTURE RATED FOR HAZARDOUS

LOCATION AND WET RATED

SURFACE
(CEILING)

KENALL LIGHTING
ES3-48-1-45L40K-DCC-DV-HOUSI

NG-PP-WW
LED
4000K CCT/80
CRI
4,700 LM

INTEGRAL

DIMMABLE
UNV 49 W
BY

ARCHITECT

ACID ROOM, CHLORINE ROOM
S3 2'-0" LONG UNDERCABINET LIGHT

SURFACE
(UNDER CABINET)

WILLIAMS LIGHTING
1SF-2-L12-8-35-DMA-OPTIONS-DI
M-UNV
LED
3500K CCT/80
CRI
1200 LM

INTEGRAL

DIMMABLE
UNV 11.4 W STANDARD ACTIVITY ROOM, LIFEGUARD
S2
24" DIAMETER SURFACE MOUNTED LIGHT

WITH DIRECT/INDIRECT OPTIC

SURFACE
(CEILING)

BRUCK LIGHTING
BINA-S-RD-35K-24-500-DI-HOUSI

NG COLOR-BEZEL COLOR
LED
3500K CCT/80
CRI
2690 LM

INTEGRAL

DIMMABLE TO
1%
UNV 28 W
BY

ARCHITECT

CORRIDOR TO LOBBY
S1 10" DIAMETER SURFACE MOUNTED LIGHT

SURFACE
(CEILING)

LIGHTOLIER
S10R-9-40K-22-W-Z10U
LED
4000K CCT/90
CRI
2200 LM

INTEGRAL

DIMMABLE
UNV 24 W WHITE LOCKER ROOM
R5
SAME AS TYPE R4 BUT WITH LOWER LUMEN
OUTPUT

RECESSED
(T GRID CEILING)

FINELITE
HP-X-R-D-10FT-B-935-F-277-SC-F
C-1%-CEILING

HARDWARE-FE-SW-OPTIONS
LED
3500K CCT/90
CRI
531 LM/FT

INTEGRAL

DIMMABLE TO
1%
277 4.1 W/FT STD. WHITE 2.3 LB/FT ACTIVITY ROOM
R4 RECESSED LINEAR LIGHT

RECESSED
(T GRID CEILING)

FINELITE

HP-X-R-D-LENGTH PER
PLAN-H-935-F-277-SC-FC-1%-CEI
LING

HARDWARE-FE-SW-OPTIONS
LED
3500K CCT/90
CRI
802 LM/FT

INTEGRAL

DIMMABLE TO
1%
277 6.4 W/FT STD. WHITE 2.3 LB/FT OFFICE
R3

3.5" APERTURE DOWNLIGHT WITH WALL WASH
OPTIC

RECESSED
(GYP. BD. CEILING)

FOCAL POINT
FLC3W-RO-SW-900L-UNV-L11-ICLC3-RO-SW-900L-935K-WWS-WH
-WP
LED
3500K CCT/90
CRI
900 LM

INTEGRAL

DIMMABLE TO
10%
UNV 10 W STD. WHITE 5 LB CORRIDOR
R2
4" WIDE RECESSED LINEAR LIGHT WITH

REGRESSED LENS

RECESSED
(GYP. BD. CEILING)

FINELITE
HP-4-R-RG-D-LENGTH PER
PLAN-S-940-RG-D-96LG-277-SC-F
C-10%-SF-FE-SW-OPTIONS
LED
4000K CCT/90
CRI
356 LM/FT

INTEGRAL

DIMMABLE TO
10%
277 3.6 W/FT STD. WHITE 2.8 LB/FT RESTROOM
R1A
SAME AS TYPE R1 EXCEPT WITH WET LISTING
LABEL

RECESSED
(GYP. BD. CEILING)

FOCAL POINT
FLC3D-RO-SW-900L-UNV-LD1-ICOD-LC3-RO-SW-900L-940K-DNT-F L1-WH-WP
LED
4000K CCT/90
CRI
900 LM

INTEGRAL

DIMMABLE TO
10%
UNV 10 W STD. WHITE 5 LB SHOWERS
R1 3.5" APERTURE DOWNLIGHT

RECESSED
(GYP. BD. CEILING)

FOCAL POINT
FLC3D-RO-SW-900L-UNV-LD1-ICLC3-RO-SW-900L-940K-DNT-FL1- WH-WP
LED
4000K CCT/90
CRI
900 LM

INTEGRAL

DIMMABLE TO
10%
UNV 10 W STD. WHITE 5 LB

RESTROOM, LOCKER ROOM,

CORRIDOR
P4

ASYMMETRIC LIGHT FIXTURE MOUNTED ON
RAILS

PENDANT
(STRUCTURE)

BOTTOM OF RAIL AT
12'-0" AFF

SPI LIGHTING
LRU12273-L196W-120-277V-4000
K-DF_AC-NAT
LED
4000K CCT/80
CRI
25,480 LM

INTEGRAL

DIMMABLE
277 196 W STANDARD 30 LB/HEAD NATATORIUM
P3

SUSPENDED LINEAR LIGHT WITH A SMALL
SQUARE PROFILE (1.38" X 1.42")

PENDANT
(CEILING)

BOTTOM OF

FIXTURE FLUSH

WITH BOTTOM OF

WOOD SLAT

VODE LIGHTING
707-Z2-S-LENGTH PER

PLAN-LENGTH PER

PLAN-CC-ARM/CORD
LENGTH-IP-AT--2--ZZ-Z-SO-359-S
5-0-WH-0
LED
3500K CCT/90
CRI
440 LM/FT

INTEGRAL

DIMMABLE TO

0.1%
UNV 6.6 W/FT WHITE 0.35 LB/FT LOBBY
P2 NOT USED
P1A SAME AS TYPE P1 BUT 8'-0" LONG.

PENDANT
(CEILING MOUNT)

BOTTOM OF
FIXTURE AT 10'-0"
AFF.

WILLIAMS LIGHTING
75R-8-L100-8-40-VBY-2-MOUNTIN

G-LENGTH-DIM-UNV
LED
4000K CCT/80
CRI
10,038 LM

INTEGRAL

DIMMABLE
UNV 63.5 W STANDARD BACK OF HOUSE
P1 4'-0" LONG SUSPENDED STRIP FIXTURE.

PENDANT
(CEILING MOUNT)

BOTTOM OF
FIXTURE AT 10'-0"
AFF

WILLIAMS LIGHTING
75R-4-L50-8-40-VBY-2-MOUNTING
-LENGTH-DIM-UNV
LED
4000K CCT/80
CRI
5360 LM

INTEGRAL

DIMMABLE
UNV 31.2 W STANDARD BACK OF HOUSE
CATALOG # (SEE NOTES 6) WATTS

TYPE DESCRIPTION MOUNTING MANUFACTURER/ LAMP DRIVER VOLTS INPUT FINISH WEIGHT LOCATION

INTERIOR LIGHTING FIXTURE SCHEDULE

5. ARCHITECT TO CONFIRM ALL FINISHES.

4. ALL EXTERIOR MOUNTED LIGHT FIXTURES SHALL BE UL WET LISTED EXCEPT FOR COVERED DOWNLIGHTS WHICH SHALL BE UL DAMP LISTED.

3. PROVIDE COMPLETE MOUNTING ACCESSORIES, SUPPORT BRACKETS, CLIPS, ETC. AS APPLICABLE TO THE FINISH CEILING OR CEILING STRUCTURE AS REQUIRED.

2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE 3000K COLOR TEMPERATURE AND MIN. 80 CRI, TYP. UNLESS OTHERWISE NOTED.

1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION, MOUNTING HEIGHT AND MOUNTING REQUIREMENTS OF ALL LUMINAIRES.

REFER TO SPEC SECTION APPENDIX FOR COMPLETE FIXTURE CUTSHEETS.

FIXTURE SCHEDULE NOTES:

ZY3

CANOPY MOUNTED FLOODLIGHT HAVING
NEMA 7X5 OPTIC AND 20 DEGREE TILT
UPWARDS AND HOUSE SIDE SHIELD. HEAD

TO BE SWITCHED ON AT FULL POWER ONLY

DURING COMPETITIONS AND DIMMED DOWN
FOR GENERAL LIGHTING.

CANOPY MOUNTED
(BELOW CANOPY)
GARDCO
PFF-276L-1A-NW-G2-SF-AIRP-277-D
D-FP1-OPTIONS-FINISH;
HIS-PFF-276; WVT-2-(F);
LED
4000K CCT/70
CRI
117,911 LM

INTEGRAL

DIMMABLE
277 909 W
BY

ARCHITECT
CANOPY
ZY2
30'-0" TALL POLE LIGHT WITH 5" DIA. ALUM.

POLE MOUNTED FLOODLIGHT HAVING NEMA
7X5 OPTIC AND 15 DEGREE TILT UPWARDS

AND HOUSE SIDE SHIELD, TO BE SWITCHED

ON AT FULL POWER ONLY DURING

COMPETITIONS AND DIMMED DOWN FOR
GENERAL LIGHTING.

POLE MOUNTED
(30' HIGH POLE)
GARDCO
PFF-276L-1A-NW-G2-SF-AIRP-277-D
D-FP1-OPTIONS-FINISH;
HIS-PFF-276; RTPR-5-(F);
LED
4000 CCT/70 CRI
117,911 LM

INTEGRAL

DIMMABLE
277 909 W
BY

ARCHITECT

SWIMMING POOL
ZY1A SAME AS TYPE ZY1 EXCEPT WITH MOUNTING

ON FENCE

FENCE MOUNTED
(HEAD TO BE AT 15'-0"

ABOVE FINISHED
FLOOR)
HESS
LN450-2LVC-30K-UNV-T4-A-MODIFIE

D MOUNTING ON

FENCE-FINISH-DIM-MS
LED
3000K CCT/80
CRI
6078 LM

INTEGRAL

DIMMABLE
277 72 W

ARCHITECT
TO

CONFIRM

EXTERIOR PATHWAY
ZY1 15'-0" TALL PEDESTRIAN POLE LIGHT POLE MOUNTED
(15' HIGH POLE)
HESS
LN450-2LVC-30K-UNV-T4-A-15SR-A-F

INISH-DIM-MS
LED
3000K CCT/80
CRI
6078 LM

INTEGRAL

DIMMABLE
277 72 W

ARCHITECT
TO

CONFIRM

EXTERIOR PATHWAYS
ZS2 4'-0" LONG SURFACE MOUNTED VAPORTIGHT
LIGHT

SURFACE
(BONDARY WALL)
MOUNTED AT 7'-0" AFF

DAY BRITE
D-W-P-E-35L-835-4-UNV
LED
3500K CCT/80
CRI
3,500 LM

INTEGRAL

DIMMABLE
UNV 32 W STANDARD EXTERIOR POOL STORAGE
ZS1
42 3/16" LONG SURFACE MOUNTED TO THE

SKYLIGHT WALL IN THE EXTERIOR CANOPY

WITH GRAZING OPTIC

SURFACE
(WALL)

MOUNTED SUCH THAT

TOP OF FIXTURE IS AT

THE TOP OF THE

SKYLIGHT

BRUCK LIGHTING
COBRA-CFP-14-35K-90-17D-FINISHF-ACCESSORIES-DIMMING
LED
3500K CCT/90
CRI
3220 LM

INTEGRAL

DIMMABLE
UNV 34 W
BY

ARCHITECT

CANOPY SKYLIGHT
ZR1 4 3/8" DIAMETER RECESSED DOWNLIGHT WITH

WIDE BEAM OPTIC

RECESSED
(EXTERIOR SOFFIT)
BEGA
55 824-K35
LED
3500K CCT/85
CRI
933 LM

INTEGRAL

DIMMABLE
UNV 11 W

STAINLESS
STEEL

EXTERIOR CANOPY
ZG2
6" DIAMETER INGRADE ROUND LIGHT WITH

HONECOMB LOUVER, ADJUSTABLE BEAM TO

BE DETERMINED IN FIELD POST
CONTSRUCTION.

GROUND

TARGETTI
KPLM-41-ZM-L2-30-TRIM-INSTALLATI

ON-INSTALLATION
ACCESSORIES-1T1711
LED
3000K CCT/80
CRI
610-1127 LM

INTEGRAL

DIMMABLE
UNV 14 W STANDARD

AT THE BASE OF FLAGPOLE

AND SCULPTURE
ZG1
21" LONG IN-GRADE LIGHT WITH WIDE BEAM

OPTIC FOR LIGHTING UP EXTERIOR WALL OR
FAÇADE

IN-GRADE BEGA
84 165-K3
LED
3000K CCT/80
CRI
1908 LM

INTEGRAL

DIMMABLE
UNV 18.5 W

STAINLESS
STEEL

NATATORIUM EXTERIOR
FAÇADE
WATTS

TYPE DESCRIPTION MOUNTING MANUFACTURER LAMP DRIVER VOLTS INPUT FINISH LOCATION

EXTERIOR LIGHTING FIXTURE SCHEDULE
NOTE:

FIXTURE TYPE ZG1 QUALIFIES AS AN EXCEPTION AS PER TABLE 140.7-B OF THE CALIFORNIA ENERGY CODE, PART 6.

FIXTURE TYPE ZG2 QUALIFIES AS AN EXCEPTION AS PER SECTION 140.7, NO. 9 OF THE CALIFORNIA ENERGY CODE, PART 6..

FIXTURE TYPES ZY2 AND ZY3 QUALIFY AS EXCEPTIONS AS PER SECTION 140.7, NO. 4 OF THE CALIFORNIA ENERGY CODE.

Luminaire back hemisphere is less than 0.5 MH from property line G0 N/A N/A N/A N/A N/A Luminaire back hemisphere is 0.5 - 1 MH from property line G1 N/A N/A N/A G1 N/A Luminaire back hemisphere is 1 - 2 MH from property line G1 N/A N/A N/A N/A G1 Luminaire greater than 2 mounting heights (MH) from property line G3 G0 N/A G1 N/A N/A Maximum Allowable Glare Rating (G)
For all other outdoor lighting, inlcuding decorative luminaires U3 U0 N/A U3 N/A N/A For Area Lighting U0 N/A N/A N/A U0 U0
Maximum Allowable Uplight Rating (U)
Luminaire back hemisphere is less than 0.5 MH from property line B1 N/A N/A N/A N/A N/A Luminaire back hemisphere is 0.5 - 1 MH from property line B3 N/A N/A N/A B1 N/A Luminaire back hemisphere is 1 - 2 MH from property line B4 N/A N/A N/A N/A B1 Luminaire greater than 2 mounting heights (MH) from property line No Limit B1 N/A B1 N/A N/A Maximum Allowable Backlight Rating (B)
ZR1 ZS1 (N/A) ZS2 ZY1 ZY1A
ALLOWABLE RATING LIGHTING ZONE 3 REFERENCE
PER 2019 CAL GREEN
TABLE 5.106.8

MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS REVISION

NUMBER DATE DESCRIPTION

PLANNING APPLICATION SUBMITTAL

NOT FOR CONSTRUCTION
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
2351 Powell Street
San Francisco, CA 94133
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
60% CONSTRUCTION

DOCUMENTS
Unnamed
DRB3
JUNE 15, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

REVISION

NUMBER DATE DESCRIPTION

DESIGN REVIEW
A402

PROJECT

RENDERINGS

ORANGE AVENUE AND TENNIS DRIVE VIEW LOBBY ENTRY VIEW ORANGE AVENUE VIEW NATATORIUM FROM POOL DECK VIEW PLANNING APPLICATION SUBMITTAL NOT FOR CONSTRUCTION Z000
SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
2351 Powell Street
San Francisco, CA 94133
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
60% CONSTRUCTION

DOCUMENTS

EXTERIOR

MATERIALS
DRB2
JUNE 15, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

PLASTER PAINT COLOR

BENJAMIN MOORE

YOSEMITE BLUE
2059-40

COMPOSITE WOOD SIDING

INNOWOOD

AMERICAN OAK

METAL PANEL
OCM

CLASSIC RUST

VERTICAL AT NATATORIUM, HORIZONTAL AT LOBBY

SOFFIT PAINT COLOR

BENJAMIN MOORE

CHANTILLY LACE
2121-70

ACCENT GLAZING NATURAL CONCRETE

OUTDOOR POOL DECK

REVISION

NUMBER DATE DESCRIPTION

STOREFRONT MULLION

DARK BRONZE

COMPOSITE WOOD SCREEN

INNOWOOD

AMERICAN OAK

CLEAR GLAZING
Z001PLANNING APPLICATION SUBMITTAL NOT FOR CONSTRUCTION SHEET NUMBER:

DATE:

ISSUE:

SHEET TITLE:

PROJECT:

CLIENT:

ARCHITECT:

ELS ARCHITECTURE AND URBAN DESIGN
2040 Addison Street
Berkeley, CA 94704
P: 510.549.2929
CIVIL ENGINEER:

BKF ENGINEERS
4670 Willow Road, Suite 250
Pleasanton, CA 94588
P: (925) 396-7704
LANDSCAPE ARCHITECT:

SWA
2200 Bridgeway
Sausalito, CA 94965
P: 415.332.5100
STRUCTURAL ENGINEER:

FORELL/ELSESSER ENGINEERS, INC.
160 Pine Street, 6th Floor
San Francisco, CA 94111
P: 415.837.0700
MEP / FIRE PROTECTION:

GUTTMANN & BLAEVOET
2351 Powell Street
San Francisco, CA 94133
P: 415.655.4000
AQUATICS:

AQUATICS DESIGN GROUP
2226 Faraday Avenue
Carlsbad, CA 92008
P: 760.438.8400

SPECIFICATIONS

TOPFLIGHT SPECS
49 Geary Street, Suite 230
San Francisco, CA 94108-5748
P: 415.546.6033
PROJECT TEAM:

STAMP:

NOT FOR

CONSTRUCTION
60% CONSTRUCTION

DOCUMENTS
Unnamed
DRB3
JUNE 15, 2023

CITY OF SOUTH SAN

FRANCISCO

ORANGE MEMORIAL

PARK AQUATIC
CENTER
1 W ORANGE AVE
SOUTH SAN FRANCISCO, CA 94080

REVISION

NUMBER DATE DESCRIPTION

DESIGN REVIEW
A400

SITE PHOTOS
PHOTO OF EXISITNG ORANGE POOL BUILDING FROM TENNIS DRIVE PHOTO OF ORANGE AVENUE PHOTO OF PROJECT SITE FROM TENNIS DRIVE PHOTO OF THE JOSEPH A. FERNEKES RECREATION BUILDING AND ORANGE MEMORIAL PARK FROM ORANGE AVENUE.

PHOTO OF THE JOSEPH A. FERNEKES RECREATION BUILDING FROM

THE PROJECT SITE
PHOTO OF THE PROJECT SITE FROM ORANGE AVENUE.

Z002PLANNING APPLICATION SUBMITTAL NOT FOR CONSTRUCTION

South San Francisco City CouncilDecember 13, 2023

South San Francisco City Council
December 13, 2023