El Centro City Council
November 18, 2025

BID SET 11/03/25

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

BID SET 11/03/25

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

BID SET 11/03/25

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

MATCH EX
(P 54.60+/-)

MATCH EX
(P 54.80+/-) MATCH EX
(TC 55.20+/-)(P 54.70+/-)
MATCH EX(P 54.95+/-) MATCH EX
(P 54.73+/-)

MATCH EX
(P 54.4+/-)
AC?
MATCH EX(P 54.68+/-)
MATCH EX(P 54.65+/-)
MATCH EX(P 54.65+/-)
MATCH EX(P 54.80+/-) MATCH EX
(P 54.65+/-) MATCH EX
(P 54.60+/-)
MATCH EX(P 54.8+/-)
MATCH EX(P 54.80+/-)

MATCH EX
(P 53.90+/-)

MATCH EX
(P 53.80+/-)
1%
MATCH EX(P 54.90+/-) MATCH EX
(P 54.90+/-)

MATCH EX
(P 54.50+/-)

0.5%
2% 9.67%
1%

8.0%
TC 54.68
FL 54.30 TC 54.68
P 54.68
TC 54.62
FL 54.12
1%
TC 55.40P 54.90

1.0%

PROTECTEX CURB

2.5%
TC 55.20P 54.70
TC 55.00P 54.50
TC 55.25P 54.75

2.5%

MATCH EX
(P 54.85+/-) TC 54.58
FL 54.08
TC 54.65FL 54.14
HP
TC/FL 54.4 P 54.50

0.5% P 54.55

MATCH EX
(P 54.39+/-)

MATCH EX
(P 54.39+/-)

MATCH EX
(P 54.38+/-)

1.0% P 54.05

1.0%

1.2%

4.1% 1.0% 2% P 54.05

1.0%

3.8% 1.0% 1.0% P 54.05 53.60 2% 53.50
MATCH EX(P 54.81+/-) MATCH EX (P 54.73+/-)

1.0%

1.0%
P 54.69
9% P 54.621.0%

0.6%
1% 1% P 54.61
9% 1.1% 1.1% TC 54.60 FL 54.10 TC 54.60 FL 54.10

6.0% PER COI STD PLAN 312 TC 54.68 FL
5 TC/P 55.50
BID SET 11/03/25

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

PROPOSED GATEWAY

SIGN PER ARCH ANDSTRUCT PLANS

PROPOSED GATEWAYSIGN FOUNDATION PERSTRUCT PLANS

PROPOSED GATEWAYSIGN FOUNDATION PERSTRUCT PLANS

REPLACE EX CURB AND

GUTTER AS NEEDED

FOR EXCAVATION

REPLACE EX CURB AND

GUTTER AS NEEDED

FOR EXCAVATION
32'-0"
4'-4"
4'-4" BID SET 11/03/25

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

8th STREET
7th STREET
7th STREET
6th STREET
5th STREET
4th STREET
6th STREET 5th STREET PHOTO 9295 PHOTO 9311 PHOTO 9323 PHOTO 9328 PHOTO 9345 PHOTO 9356 PHOTO 9369 PHOTO 9372 PHOTO 9386 PHOTO 9388 PHOTO 9415 PHOTO 9418 PHOTO 9403 PHOTO 9378 PHOTO 9397 PHOTO 9410 PHOTO 9407 PHOTO 9364 PHOTO 9302 TYPE 1 TYPE 1 TYPE 1 TYPE N/A TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 N/A (PROTECTED ABOVE) TYPE 3 N/A (PROTECTED ABOVE) TYPE 1 TYPE 1 TYPE 2TYPE 2 TYPE 3 N/A (PROTECTED RIGHT) N/A (PROTECTED BELOW) SEE SHEET C6.1 FOR TYPE AND QUANTITIES OF INLET PROTECTION DEVICES REFERENCE HOLD HARMLESS AGREEMENT BETWEEN CITY AND CONSULTANTS SIGNED/DATED ________ SHEET C6.0 AND C6.1

ARE NOT FOR
CONSTRUCTION. THEY

ARE INTENDED TO AID

THE CITY AND

CONTRACTOR IN

SEEKING BIDS FOR

DESIGN AND

CONSTRUCTION FROM

SPECIALTY

CONTRACTORS AND
MANUFACTURERS.

SPECIFIC PROPOSED

IMPROVEMENTS ARE

TO BE DETERMINED BY

CONTRACTOR AND

MANUFACTURER, AND

SHALL PROVIDE PLANS

AND SHOP DRAWINGS

FOR APPROVAL PRIOR
TO INSTALLATION.

BID SET 11/03/25

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

TYPE 1 - INLET SCREEN

FABCO OR APPROVED EQUAL
TYPE 3 - OUTLET PIPE SCREEN

FABCO OR APPROVED EQUAL
NOTE: THE PURPOSE FOR THE CITY'S DESIRE IN ADDING TRASH CAPTURE IS TO IMPROVE WATER QUALITY. ANY REDUCTION IN INLET CAPACITY AND POTENTIAL INCREASED FLOODING HAS NOT BEEN EVALUATED AND IS BEYOND THE SCOPE OF THIS PROJECT. THE HYDRAULIC PERFORMANCE OF THE

STORM SYSTEM WILL BE REDUCED, THE CITY HOLDS DELANE ENGINEERING AND THE DESIGN TEAM HARMLESS FROM ANY IMPACTS CAUSED BY THE INSTALLATION OF THESE DEVICES. THE CITY IS TO PERFORM PROPER MAINTENANCE ON THE TRASH DEVICES TO ENSURE ADEQUATE DRAINAGE.

TYPE 2 - FILTER BAG

FABCO OR APPROVED EQUAL
QUANTITIES:TYPE 1 = 5TYPE 2 = 8TYPE 3 = 2N/A = 5 (PROTECTED DOWNSTREAMBY ANOTHER DEVICE OR INFEASIBLE)

PROPRIETARY AND CONFIDENTIAL
THIS DOCUMENT IS THE PROPERTY OF FABCO INDUSTRIES AND IS CONVEYED WITH THE EXPRESS CONDITION THAT IT AND THE INFORMATION CONTAINED IN IT ARE NOT TO BE USED, DISCLOSED, OR REPRODUCED IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF FABCO INDUSTRIES; AND THAT NO RIGHT IS GRANTED TO DISCLOSE OR SO USE ANY INFORMATION CONTAINED IN SAID DOCUMENT. NONE

PROJECT
FABCO INDUSTRIES, INC.24 CENTRAL DRIVEFARMINGDALE, NY 11735WWW.FABCO-INDUSTRIES.COM

MATERIAL
TOLERANCES:DEC .00 ± .01DEC .000 ± .005FRACT ± 1/16ANGLE ± 2° UNLESS OTHERWISE SPECIFIEDREMOVE ALL BURRSBREAK SHARP EDGES .002 - .020FILLETS .020 MAXDIMENSIONS ARE IN INCHES ANDINCLUDE CHEMICALLY APPLIEDOR PLATED FINISHES DWN
CHKR
ENGR
UPD

APPROVAL DATE
SIZE
B
DWG. NO. REV
SCALE: SHEET 1 OF 1
B

FRONT VIEW
EXPANDING FILLERPLATE (TYP 2PL)

MOUNTING RAIL STRUT CHANNEL

REFERENCE VIEW
(SHOWN IN ACTUATED STATE)

REFERENCE VIEW
(SHOWN IN UNACTUATED STATE)
A

TOP VIEW

TOP CURB MOUNT PLATE
1-1/2" LATERAL ADJUSTMENT
ROTATE 30

SIDE VIEW

CONCRETEANCHOR

REFERENCE VIEW
(ARS WITH 2 MAGNET HOUSINGS FOR UNITS > 6 FT)

MAGNET HOUSING

ADJUSTMENT/ CONNECTION PANEL
NOTES:

1. MATERIAL: STAINLESS STEEL

2. FILTER SCREEN: 3/16" OR 1/2" PERFORATED
STAINLESS STEEL, 300 SERIES

3. ACTUATION PRESSURE HEAD: 1.5" (TYPICAL)4. BYPASS GAP ABOVE GATE: 1.0"5. ROUTINE MAINTENANCE TASKS INVOLVE THE FOLLOWING STEPS AND SHOULD BE PERFORMED ON A QUARTERLY BASES:• INSPECTING AND REMOVING ANY DEBRIS THAT MAY OBSTRUCT THE SCREEN FROM OPENING OR CLOSING.
• POWER WASHING, BRUSHING, OR
VACUUMING THE PERFORATED SCREENS TO ENSURE OPTIMAL FLOW. • PROPERLY DISPOSING OF COLLECTED
DEBRIS IN COMPLIANCE WITH STATE AND LOCAL REGULATIONS.
• DOCUMENTING MAINTENANCE ACTIVITIES
AS NECESSARY.

STAINLESS STEEL ARS-1-TABLE
A
J.C.

J.P.
7/18/20247/18/2024
AUTOMATIC RETRACTABLE SCREEN FOR ADDITIONAL INFORMATION PLEASE CONTACT: FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com NOT TO SCALE 02/06/25 STORMRING CPS W/ VECTOR CONTROL FRONT VIEW SIDE VIEW PLAN VIEW REFERENCE VIEW OUTLET PIPE EXPANDING RING BACK PLATE FRONT COVER

QBYPASS
A
C B NOTES: 1. BODY: ALUMINUM ALLOY 2. HARDWARE: STAINLESS STEEL 3. TYPICAL FILTER SCREEN: 3/16" HOLES, 51% OPEN SPACE 4. WARRANTY: 10-YEARS ON MANUFACTRED COMPONENTS. SEE FABCO WEBSITE FOR DETAILS. 5. INSTALLATION: CAREFULLY INSERT THE EXPANDING RING INTO THE PIPE OPENING. USE THE INTERNAL JACK-SCREW TO TIGHTEN THE RING SECURELY TO THE INNER WALLS OF THE PIPE OPENING. ALIGN THE TRANSITION PLATE WITH THE STANDOFF POINTS, AND THEN FASTEN THE PLATE ONTO THE RING USING THE HEX BOLTS AND WASHERS PROVIDED. ATTACH THE BACK FRAME TO THE TRANSITION PLATE USING THE PROVIDED HARDWARE. PLACE THE FRONT COVER BY MATCHING THE HOLE IN THE COVER WITH THE BACK FRAME, AND THEN USE THE PROVIDED EYEBOLT SCREW TO FIRMLY SECURE THE FRONT COVER TO THE BACK FRAME. PART NUMBER NOMINAL PIPE DIA. EXPANDING COLLAR DIA. (A) STUB LENGTH (B) CPS DEPTH (C) CPS HEIGHT (D) CPS WIDTH (E) FILTERED FLOW RATE BYPASS FLOW MIN. MAX. RATE SCA6-1V 6" 5.63" 6.50" 6.00" 10.00" 10.13" 10.13" 0.95 CFS 0.64 CFS SCA8-1V 8" 7.50" 8.50" 6.00" 13.00" 11.88" 11.38" 1.6 CFS 1.1 CFS SCA10-1V 10" 9.50" 10.50" 8.00" 13.50" 13.50" 13.25" 2.0 CFS 1.7 CFS SCA12-1V 12" 11.38" 12.63" 8.00" 15.50" 15.38" 15.38" 2.7 CFS 2.4 CFS SCA15-1V 15" 14.25" 15.50" 8.00" 15.50" 21.38" 18.38" 4.6 CFS 3.9 CFS SCA18-1V 18" 17.38" 18.63" 8.00" 15.75" 28.00" 21.38" 7.7 CFS 5.6 CFS SCA24-1V 24" 23.25" 24.50" 12.00" 17.00" 40.00" 28.38" 11.3 CFS 10.0 CFS D
EA HINGED VECTOR CONTROL ACCESS REMOVABLE FRONT SCREEN FOR ADDITIONAL INFORMATION PLEASE CONTACT: FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com NOT TO SCALE 02/10/25 STORMTROUGH KIT NOTES: 1. MTS96-0-KIT-1 SHOWN FOR ILLUSTRATION PURPOSES 2. MATERIALS: A. TROUGHS: STAINLESS STEEL B. STRUT CHANNEL / HARDWARE: CPS EXTRUSION C. STORMSACK: POLYETHYLENE, 5-MM OPENINGS 3. TROUGH SEGMENTS ARE 6" WIDE AND 4" DEEP 4. PERF BASKET AND STORMSACK OPTIONS AVAILABLE, SEE DETAIL FOR SIZING INFORMATION. 5. ALL MOUNTING HARDWARE INCLUDED 6. OPTIONAL ADD-ONS: A. OIL BOOM B. TRAY SUPPORT LEG C. STRAIGHT THROUGH SEGMENT, 24" D. CORNER EXPANSION KIT E. WING DIVERTER 7. WARRANTY: 10-YEAR ON ALL COMPONENTS PART NUMBER DESCRIPTION QUANTITY SUPPLIED 3" TROUGH 6" TROUGH 12" TROUGH 24" TROUGH 12" DEEP BASKET TRAY 18" DEEP BASKET TRAY 24" DEEP BASKET TRAY END CAP (RIGHT) END CAP (LEFT) STRUT CHANNEL (48" LENGTH) MTS48.0-KIT-1 4.0' TROUGH KIT 0 2 1 0 0 1 0 1 1 1 MTS48.0-KIT-1D 4.0' TROUGH KIT - DEEP 0 2 1 0 0 0 1 1 1 1 MTS48.0-KIT-1S 4.0' TROUGH KIT - SHALLOW 0 2 1 0 1 0 0 1 1 1 MTS72.0-KIT-1 4.0' TO 6.0' TROUGH KIT 2 1 1 1 0 1 0 1 1 2 MTS72.0-KIT-1D 4.0' TO 6.0' TROUGH KIT - DEEP 2 1 1 1 0 0 1 1 1 2 MTS72.0-KIT-1S 4.0' TO 6.0' TROUGH KIT - SHALLOW 2 1 1 1 1 0 0 1 1 2 MTS96.0-KIT-1 6.5' TO 8.0' TROUGH KIT 2 1 1 2 0 1 0 1 1 2 MTS96.0-KIT-1D 6.5' TO 8.0' TROUGH KIT - DEEP 2 1 1 2 0 0 1 1 1 2 MTS96.0-KIT-1S 6.5' TO 8.0' TROUGH KIT - SHALLOW 2 1 1 2 1 0 0 1 1 2 FRONT VIEW REFERENCE VIEW PLAN VIEW BASKET TRAY STRUT CHANNEL NEOPRENE SPLASHGUARD END CAP (LEFT) END CAP (RIGHT) 6" TROUGH 24" TROUGH 12" TROUGH 3" TROUGH PERF BASKET / STORMSACK (SOLD SEPEARATELY) *A PART NUMBER SUFFIX BASKET TRAY DEPTH (A) -1 18" -1S 12" -1D 24" FOR ADDITIONAL INFORMATION PLEASE CONTACT: FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com NOT TO SCALE 02/07/25 WALL-MOUNTED "U" CPS W/ VECTOR CONTROL TOP

QBYPASS PLAN VIEW REFERENCE VIEW FRONT VIEW SIDE VIEW
C
B
D
A VECTOR CONTROL HINGED ACCESS DOOR NOTES: 1. PERFORMANCE CHARACTERISTICS: A. STAINLESS STEEL FRAME & HARDWARE B. Ø 5mm HOLES PERFORATED STAINLESS STEEL C. 51% OPEN AREA TYPICALLY 2. CUSTOM SIZES AVAILABLE, CONTACT FERGUSON WATERWORKS 3. WARRANTY: 10 YEAR ON MANUFACTURED COMPONENTS (REFER TO FABCO WEBSITE FOR FURTHER DETAILS) 4. TYPICAL INSTALLATION: A. PASS SCREENS THROUGH MANHOLE OPENING AND ASSEMBLE SCREEN ASSEMBLY USING PROVIDED HARDWARE (IF APPLICABLE). B. POSITION CPS BASE AGAINST CATCH BASIN WALLS AND IN FRONT OF OUTLET PIPE. C. MOUNT USING PROVIDED CONCRETE STRIKE ANCHORS AND SEAL EDGES. D. MEASURE HEIGHT FOR BYPASS AND MOUNT COVER USING PROVIDED CONCRETE STRIKE ANCHORS PART NUMBER PIPE DIA. WIDTH (A) DEPTH (B) HEIGHT (C) BYPASS HEIGHT (D) FILTERED FLOW RATE BYPASS FLOW RATE OCS12-1WL 12" 17.63" 11.75" 12.00" 4.00" 2.8 CFS 3.3 CFS OCS18-1WL 18" 23.63" 11.75" 18.00" 7.00" 7.3 CFS 6.8 CFS OCS24-1WL 24" 31.25" 11.75" 24.00" 15.00" 8.2 CFS 17.5 CFS OCS36-1WL 36" 43.25" 11.75" 36.00" 20.00" 18.5 CFS 29.3 CFS CERTIFIED FULL TRASH CAPTURE DEVICE BY CALIFORNIA STATE WATER BOARD TOP COVER BASE SCREEN ASSEMBLY FOR ADDITIONAL INFORMATION PLEASE CONTACT: FERGUSON WATERWORKS, 1-800-448-3636, www.ferguson.com NOT TO SCALE 02/06/25 STORMSACK: STAINLESS STEEL W/ VECTOR CONTROL NOTES: 1. CASQA CERTIFIED TRASH FULL CAPTURE SYSTEM 2. MATERIAL: A. FRAME: STAINLESS STEEL, 300-SERIES B. HARDWARE: STAINLESS STEEL C. STORMSACK: POLYPROPYLENE 5mm MESH SIZE 3. RECOMMENDED 2" MIN. CLEARANCE BELOW SACK. 4. GENERAL INSTALLATION: CAREFULLY REMOVE THE STORM GRATE, MEASURE CATCH BASIN FRAME CLEAR OPENING AND ADJUST FLANGES TO REST ON GRATE SUPPORT LEDGE. INSTALL STORMSACK AND VERIFY EACH FLANGE IS SECURE AND THE UNIT IS SNUG WITH LITTLE MOVEMENT IN THE DRAIN. TRIM RUBBER SPLASH GUARDS AS NECESSARY. REINSTALL THE STORM GRATE DIRECTLY ON THE STORMSACK ADJUSTABLE SUPPORT FLANGES. 5. WARRANTY: 10-YEAR ON MANUFACTURED COMPONENTS. (REFER TO FABCO WEBSITE FOR FURTHER DETAILS) PART NUMBER SUFFIX OPTIONS -1 STANDARD -1B WITH OIL BOOM PART NUMBER DESCRIPTION GRATE MIN. GRATE MAX. EMPTY WEIGHT (LBS.) STORAGE CAPACITY (CF) FILTERED FLOW RATE (CFS) BYPASS FLOW RATE (CFS) WIDTH (IN) LENGTH (IN) WIDTH (IN) LENGTH (IN) BSMW1818-1 STORMSACK 17X17 TO 19X19 17 17 19 19 20 0.5 5.8 1.4 BSMW2424-1 STORMSACK 23X23 TO 25X25 23 23 25 25 28 1.4 11.3 2.5 BSMW3030-1 STORMSACK 29X29 TO 31X31 29 29 31 31 36 2.8 17.8 3.7 BSMW3636-1 STORMSACK 35X35 TO 37X37 29 29 37 37 44 4.7 25.4 4.9 FRONT VIEW SIDE VIEW TOP VIEW REFERENCE VIEW BYPASS BYPASS 18" (REF.) GRATE LENGTH GRATE WIDTH VECTOR CONTROL ACCESS PORT W/ RUBBER FLAPCORNER FILLER ADJUSTABLE SUPPORT FLANGE STORMSACK SUPPORT CLIPS STORMSACK LIFTING TABS REPLACEABLE STORMSACK REFERENCE HOLD HARMLESS AGREEMENT BETWEEN CITY AND CONSULTANTS SIGNED/DATED ________
SHEET C6.0 AND C6.1 ARE NOT FOR CONSTRUCTION. THEY ARE INTENDED TO AID THE

CITY AND CONTRACTOR IN SEEKING BIDS FOR DESIGN AND CONSTRUCTION FROM SPECIALTY CONTRACTORS AND MANUFACTURERS. SPECIFIC PROPOSED IMPROVEMENTS

ARE TO BE DETERMINED BY CONTRACTOR AND MANUFACTURER, AND SHALL PROVIDE PLANS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.

BID SET 11/03/25

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

ISSUED FOR
PROJECT NUMBER:
2024-034
SHEET TITLE:

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25 3916 Normal Street San Diego, CA 92103 619.294.4477 | www.ktua.com

CONSTRUCTION

DOCUMENTS
08/01/25
08/01/2025 L I C E N S E D L A N D S C A P E A R C H I T E C T S T A T E O F C A L I F O R N I A BRO KE JP WHALEN 5 17 5 Renewal Date Date
Signature 09/30/2026
BID DOCUMENTS 10/23/25
L1.0

LANDSCAPE

CONSTRUCTION
PLAN
NORTH 0 20 feet
1" = 10'
10 30 40

KEY NOTES
EXISTING BUILDING COLUMNS, TYP.

CATCH BASINS, SEE CIVIL ENGINEERING PLANS.

PARALLEL PARKING SPACES, SEE CIVIL ENGINEERING
AND ARCHITECTURAL PLANS.

REFLECTIVE TAPE SEAM ON BOLLARD FACING EAST, TYP.

ADA RAMPS, SEE CIVIL ENGINEERING PLANS.

EXISTING POWER POLE TO PROTECT IN PLACE.

ELECTRICAL OUTLET, ONE (1) PER COLUMN,

FOR EACH FOOD TRUCK SPACE,
SEE ELECTRICAL ENGINEERING PLAN.

EXISTING PUMP AND ELECTRICAL ROOM,
SEE ARCHITECTURAL PLAN.

EXISTING ELECTRICAL EQUIPMENT,
SEE CIVIL ENGINEERING PLANS.

DRIVEWAY APRONS, SEE CIVIL ENGINEERING PLANS. 123456789 10 2 3
MAIN STREET 1 EQ.

S. 7TH STREET

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORK 8
EQ. 7'-0" 5 5 7 7 7 777

SHEET LEGEND

KEY SYMBOL ITEM DETAIL

PAVING / SURFACES
CONCRETE PAVING 1 -

VEHICULAR
SEE
CIVIL
CONCRETE PAVING 2 -

PEDESTRIAN
SEE
CIVIL
CONCRETE PAVING 3 -

CONCRETE BAND
(1'-0" WIDTH TYPICAL)
A / L1.3

CONCRETE DOWELED

EXPANSION JOINT
B / L1.3

CONCRETE EXPANSION
JOINT
B / L1.3
CONCRETE CONTROL JOINT B / L1.3

SYNTHETIC GRASS

SURFACING SYSTEM
C / L1.3

SITE FURNISHING

REMOVABLE BOLLARD WITH

REFLECTIVE TAPE
D / L1.3
PRECAST CONCRETE BENCH E / L1.3
P-01
P-03
P-07
P-02
P-05
P-06
F-01
F-02
P-04
P-01
F-01
P-06
P-04
P-05
P-02
P-06
P-05
P-03
P-07
F-02 6

1. REFER TO SHEET L1.2 FOR LANDSCAPE CONSTRUCTION
LEGEND AND NOTES.

2. REFER TO SHEET L1.3 FOR LANDSCAPE CONSTRUCTION
DETAILS.

3. REFER TO SHEETS L2.0 THROUGH L2.1 FOR LANDSCAPE
IRRIGATION PLANS, NOTES, LEGEND AND DETAILS.

4. REFER TO CIVIL PLANS FOR GRADING AND SITE CONTROL.

SHEET NOTES
TYP. OF (3)
7'-0" EQ. 2'-9" TYP.

EQ. 7'-0" 7'-0" EQ. EQ. 9'-3" TYP.

TYP. OF (3) F-01
7'-6" 7'-0" 7'-0" 6'-0"
TYP. OF (3) F-01 2
2'-9" 9 6'-0"
6'-0"
TYP. 6'-0" 6'-0" 7'-5" 5'-0" 16'-9" 2'-3"
1'-0" WIDTH TYP. 2'-6"1'-3" 2'-0"8'-8"
C.L. 1'-3" R5'-10"
2'-10" 11'-4" 2'-0"
4",
TYP. EQ. 6'-0"
TYP. EQ.
3'-6"
TYP.
10 10 2 10
EQ. EQ.
2'-9"
EQ. EQ. 4 44

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

2 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 TR

ISSUED FOR
PROJECT NUMBER:
2024-034
SHEET TITLE:

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25 3916 Normal Street San Diego, CA 92103 619.294.4477 | www.ktua.com

CONSTRUCTION

DOCUMENTS
08/01/25
08/01/2025 L I C E N S E D L A N D S C A P E A R C H I T E C T S T A T E O F C A L I F O R N I A BRO KE JP WHALEN 5 17 5 Renewal Date Date
Signature 09/30/2026
BID DOCUMENTS 10/23/25
L1.1

LANDSCAPE

CONSTRUCTION

PLAN - MAIN
STREET
NORTH MATCHLINE, SEE BELOW ON SAME SHEET 0 60 feet
1" = 30'
30 90 120 7TH STREET

SHEET LEGEND

KEY SYMBOL ITEM LAYOUT

SITE FURNISHING /

TRASH / RECYCLING

RECEPTACLES
A / L1.1 /
BENCH - TYPE 1 B / L1.1 / BENCH - TYPE 2 (OFCI) B / L1.1 F-03
F-04
F-03
F-04 MATCHLINE, SEE BELOW ON SAME SHEET MATCHLINE, SEE ABOVE ON SAME SHEET MATCHLINE, SEE BELOW ON SAME SHEET MATCHLINE, SEE ABOVE ON SAME SHEET MATCHLINE, SEE ABOVE ON SAME SHEET

1. REFER TO SHEET L1.2 FOR LANDSCAPE CONSTRUCTION
LEGEND AND NOTES.

2. REFER TO SHEET L1.3 FOR LANDSCAPE CONSTRUCTION
DETAILS.

3. REFER TO SHEETS L2.0 THROUGH L2.1 FOR LANDSCAPE
IRRIGATION PLANS, NOTES, LEGEND AND DETAILS.

4. REFER TO CIVIL PLANS FOR GRADING AND SITE CONTROL.

SHEET NOTES
F-04
F-03
F-03
F-03 A
PLAN

TRASH AND RECYCLE
RECEPTACLES: TYP. LAYOUT
SCALE: N.T.S. B
PLAN
BENCH: TYP. LAYOUT
SCALE: N.T.S. 1'-0" FROM PLANTING AREA, TYP. 8" FROM PLANTING AREA, TYP. 8" FROM

PLANTING
AREA, TYP.TR
F-05 12
F-05
F-05

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

ISSUED FOR
PROJECT NUMBER:
2024-034
SHEET TITLE:

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com

CONSTRUCTION

DOCUMENTS
08/01/25
08/01/2025 L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
BRO KE JP WHALEN 5 17 5
Renewal Date Date
Signature 09/30/2026
BID DOCUMENTS 10/23/25
L1.2

LANDSCAPE

CONSTRUCTION

LEGEND &
NOTES

MATERIALS AND FINISH SCHEDULE

KEY SYMBOL

DETAIL /

SHEET ITEM DESCRIPTION COLOR / FINISH REMARKS SUPPLIERS

PAVING / SURFACES

SEE CIVIL
CONCRETE PAVING 1 -

VEHICULAR

CONCRETE PAVING
COLOR: MATCH EXISTING COLOR CONCRETE
FINISH: TOPCAST 03

CONTRACTOR SHALL PROVIDE MOCK UP PER

SPECIFICATIONS FOR OWNER'S REPRESENTATIVE AND

LANDSCAPE ARCHITECT TO REVIEW AND APPROVE PRIOR
TO CONSTRUCTION. CONTRACTOR SHALL ENSURE THAT ALL

FLATWORK ACHIEVES THE MINIMUM FRICTION COEFFICIENT
OUTLINED IN THE SPECIFICATIONS.
- CONCRETE PAVING 2 -

PEDESTRIAN
- A / L1.3 CONCRETE PAVING 3 -

CONCRETE BAND
-
B / L1.3

CONCRETE DOWELED

EXPANSION JOINT

POLYPROPYLENE EXPANSION JOINT

MATERIAL, STEEL DOWEL WITH SLEEVING
SIKAFLEX-1A JOINT SEALANT, COLOR TO MATCH

ADJACENT HARDSCAPE SURFACE

REFER TO LANDSCAPE CONSTRUCTION PLANS FOR
LOCATIONS. PROVIDE DOWELED EXPANSION JOINT WITH

CONCRETE MOCK UP FOR OWNER'S REPRESENTATIVE TO
REVIEW AND APPROVE, TYP.
- CONCRETE EXPANSION JOINT POLYPROPLYLENE EXPANSION JOINT

MATERIAL

REFER TO LANDSCAPE CONSTRUCTION PLANS FOR
LOCATIONS. PROVIDE EXPANSION JOINT WITH CONCRETE

MOCK UP FOR OWNER'S REPRESENTATIVE TO REVIEW AND
APPROVE, TYP.
- CONCRETE CONTROL JOINT SAW CUT JOINT - 1/8" WIDE - REFER TO LANDSCAPE CONSTRUCTION PLANS FOR LOCATIONS. PROVIDE SAW CUT JOINT WITH CONCRETE MOCK

UP FOR OWNER'S REPRESENTATIVE TO REVIEW AND
APPROVE, TYP.
- C / L1.3 SYNTHETIC GRASS

SURFACING SYSTEM
MODEL: 355SG IMAGINATION CREATIVITY
INFILL SAND: HYDROCHILL
NAILER BOARD: 1" X 4" RECYCLED PLASTIC
NAILER BOARD COLOR: BLACK INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PER DETAILS. CONTRACTOR SHALL PROVIDE 12" X 12" MIN.

SAMPLES OF ALL PROPOSED COLORS FOR OWNER'S

REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO
ORDERING.

SHAWGRASS
PHONE: (619) 884-7440
WEBSITE: SHAWGRASS.COM
CONTACT: BRONZEN WINTERS
([email protected])

BESTPLUS PLASTIC LUMBER
PHONE: (724) 374-5689
WEBSITE: BESTPL.US
CONTACT: SHAREN WALLING
([email protected])

SITE FURNISHING
D / L1.3 REMOVABLE BOLLARD WITH

REFLECTIVE TAPE
MODEL: SSR06080-316-36-12-F

INTERNAL LOCKING REMOVABLE BOLLARD,
6" DIA. SCH. 80, #4 BRUSHED FINISH, 36"
HEIGHT, 12" EMBEDDED, FLAT CAP
REFLECTIVE TAPE: 3M DIAMOND GRADE
CONSPICUITY MARKINGS 983-10, WHITE,
3 INCH WIDE
MATERIAL: T-316 STAINLESS STEEL
COLOR: RAL# 9004 SIGNAL BLACK
FINISH: POWDER-COATED
CAP: FLAT (STANDARD)
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

REMOVABLE BOLLARD SUBMITTAL SHALL BE REVIEWED AND
APPROVED BY OWNER'S REP. AND LANDSCAPE ARCHITECT
PRIOR TO PURCHASING, TYP. INSTALL REFLECTIVE TAPE 6"
FROM THE TOP OF THE BOLLARD.

ATKORE
WEBSITE: ATKORE.COM
E / L1.3 PRECAST CONCRETE BENCH MODEL: #423SKB2 CONCRETE BENCH - PIECE

WITH ARMRESTS AND ANTI-SKATE BUMPS

BOTH SIDES
COLOR: ODC SANDSTONE
FINISH: LIGHT SANDBLAST
MOUNTING: SURFACE MOUNT (PER MANUFACTURER

INSTALLATION DIRECTIONS)
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

PRECAST CONCRETE BENCH SUBMITTAL SHALL BE REVIEWED
AND APPROVED BY OWNER'S REP. AND LANDSCAPE
ARCHITECT PRIOR TO PURCHASING, TYP.

OUTDOOR CREATIONS INC.

WEBSITE:

OUTDOORCREATIONS.COM
CONTACT: TIM HUDSON
EMAIL: [email protected]
A / L1.1 TRASH / RECYCLING

RECEPTACLES
MODEL: SMART MAX DOUBLE STATION
150 GALLON (568 L) CAPACITY.

49.8" H X 25" W X 26.8" D
CUSTOM VINYL WRAP: CITY OF EL CENTRO LOGO
MOUNTING: SURFACE MOUNT (PER MANUFACTURER

INSTALLATION DIRECTIONS)
INSTALL PER MANUFACTURER'S RECOMMENDATIONS. TRASH
/ RECYCLING RECEPTACLES SUBMITTAL SHALL BE REVIEWED
AND APPROVED BY OWNER'S REP. AND LANDSCAPE
ARCHITECT PRIOR TO PURCHASING, TYP.

BIGBELLY
WEBSITE: BIGBELLY.COM
CONTACT: STU BADERTSCHER
EMAIL:
[email protected]
B / L1.1 BENCH - TYPE 1 MODEL: ULTRA-SITE DURHAM BENCH WITH BACK, 6'-0" LENGTH
MATERIAL: STEEL
COLOR: MATTE BLACK FOR BOTH FRAME AND SLATS
FINISH: POWDER-COATED
MOUNTING: SURFACE MOUNT (ANCHOR BOLTS

PROVIDED BY CONTRACTOR)
INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BENCH

SUBMITTAL SHALL BE REVIEWED AND APPROVED BY
OWNER'S REP. AND LANDSCAPE ARCHITECT PRIOR TO
PURCHASING, TYP.

GREAT WESTERN RECREATION
WEBSITE: WWW.GWPARK.COM
CONTACT: KJ LECESNE
EMAIL: [email protected]
B / L1.1 BENCH - TYPE 2 (OFCI) MODEL: NOBLEWINS ARCH BENCH COLOR: PRIMED MOUNTING: SURFACE MOUNT (ANCHOR BOLTS

PROVIDED BY CONTRACTOR)
OWNER FURNISHED, CONTRACTOR INSTALLED. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.

NOBLEWINS
WEBSITE: NOBLEWINS.COM
P-01
P-03
P-04
P-02
P-05
P-06
P-07
F-01
F-02
F-03
F-04

GENERAL CONSTRUCTION NOTES

1. PROTECT EXISTING UTILITIES, HARDSCAPE, FENCING,

CURBS AND GUTTERS, LIGHTS, SIGNS, CATCH BASINS,
STREET IMPROVEMENTS, ETC.

DURING CONSTRUCTION, ANY DAMAGED ITEMS SHALL

BE REPLACED TO MATCH EXISTING AT CONTRACTOR'S
OWN EXPENSE. REFER TO CIVIL'S DEMOLITION PLAN
FOR ADDITIONAL INFORMATION.

2. CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL

DIMENSIONS OF SITE ELEMENTS AND ALL RELATED
WORK PRIOR TO CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF RESIDENT ENGINEER.

3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER
SCALING OF DRAWINGS. ANGLES ARE AT 90°
DEGREES UNLESS NOTED OTHERWISE.

4. WHERE CONFLICTS OCCUR BETWEEN GENERAL

CONSTRUCTION NOTES, DRAWINGS AND ACTUAL

FIELD CONDITIONS, NOTIFY RESIDENT ENGINEER FOR
CLARIFICATION. FAILURE TO PROVIDE NOTIFICATION

MAY MAKE CONTRACTOR LIBEL FOR COSTS INCURRED
TO RECTIFY THE DISCREPANCY.

5. CONTRACTOR TO CONSULT WITH THE PROJECT'S SITE

SUPERINTENDENT, APPROPRIATE AGENCIES, DIG

ALERT, AND DRAWINGS TO VERIFY LOCATIONS OF

UNDERGROUND UTILITIES, PIPES AND RELATED
STRUCTURES. RESPONSIBILITY FOR COSTS

INCURRED DUE TO DAMAGE OF THE UTILITIES, PIPES,

OR STRUCTURES SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.

6. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH

CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS

THAT UNKNOWN OBSTRUCTION AND GRADE

DIFFERENCES EXIST THAT MAY NOT HAVE BEEN
KNOWN DURING THE DESIGN PROCESS. THE

CONTRACTOR SHALL BRING SUCH CONDITIONS TO

ATTENTION OF RESIDENT ENGINEER IMMEDIATELY
FOR RESOLUTION. CONTRACTOR TO ASSUME FULL

RESPONSIBILITY FOR COSTS INCURRED AND

REQUIRED MODIFICATIONS DUE TO LACK OF
PROVIDING SUCH NOTIFICATION.

7. GRADE ALL HARDSCAPE PER CIVIL ENGINEER'S
GRADING PLANS.

8. ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND
MAINLINES, ELECTRICAL CONDUIT SLEEVES, ETC.,

ARE IN PLACE PRIOR TO INSTALLATION OF PAVING
AND CURBS.

TR
F-05
1 2

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

ISSUED FOR
PROJECT NUMBER:
2024-034
SHEET TITLE:

CONSTRUCTION
OF
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com

CONSTRUCTION

DOCUMENTS
08/01/25
08/01/2025 L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
BRO KE JP WHALEN 5 17 5
Renewal Date Date
Signature 09/30/2026
BID DOCUMENTS 10/23/25
L1.3

LANDSCAPE

CONSTRUCTION

DETAILS
A

SECTION

CONCRETE BAND
SCALE: 1" = 1'-0"

EXPANSION JOINT DOWELED EXPANSION JOINT CONTROL JOINT
1/8"
1 8 7
6 6
3 5 4 2 7 1 9 3 4 2 7 1
3"
1'-0" 6"
LEGEND
1/4" RADIUS, TYP.
#4 REBAR CONTINUOUS
CONCRETE BAND. FINISH SURFACE OF

CONCRETE BAND SHALL BE FLUSH WITH

FINISH SURFACE OF ADJACENT
HARDSCAPE, TYP.

SUBGRADE SOIL SHOULD BE PROPERLY

MOISTURIZED AND COMPACTED PRIOR TO
THE PLACEMENT OF STEEL AND CONCRETE.

THE SUBGRADE SOIL SHOULD BE

COMPACTED TO A DRY DENSITY OF AT
LEAST 90 PERCENT OF THE LABORATORY

MAXIMUM DRY DENSITY NEAR TO SLIGHTLY

ABOVE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D1557.

CONCRETE PAVING, SEE PLAN

DOWELED EXPANSION JOINT, SEE DETAIL B

ON THIS SHEET
SLOPE IN DIRECTION SHOWN AT 1.5%, TYP.

SYNTHETIC GRASS, REFER TO DETAIL 'C' ON

THIS SHEET
1 2
3 4
5 6
7 8
3"
NOTES

1. PROVIDE CONTROL JOINTS AT 4' O.C. MAX. PERPENDICULAR TO LENGTH OF CONCRETE BAND. SPACE EQUIDISTANTLY AS SHOWN IN LANDSCAPE CONSTRUCTION PLANS.

2. WHEN CONCRETE BAND TIES INTO EXISTING CONCRETE PAVING, PROVIDE DOWELED EXPANSION JOINT, TYP.

3. WHEN CONCRETE BAND TIES INTO BUILDING COLUMNS, PROVIDE EXPANSION JOINT (NO REBAR).

B

SECTION

TYPICAL CONCRETE JOINTS
SCALE: N.T.S.
6 2 3
4 5
1 7
8 EQ. EQ.

NOTES:

1. REFER TO CONSTRUCTION LEGENDS ON SHEETS LC1.2 FOR
COLORS AND FINISHES.

2. SPACE EXPANSION JOINTS PER PLANS OR AT 20' O.C. MAX.

SPACE CONTROL JOINTS PER PLANS OR AT 7' O.C. MAX.

3. WHERE CONCRETE ABUTS WALLS / BUILDINGS, PROVIDE
CONTINUOUS EXPANSION JOINT WITHOUT DOWELS, TYP.

LEGEND

CONCRETE PAVING PER PLANS AND

DETAIL PER CIVIL

EXPANSION JOINT FILLER MATERIALS

PER SPECIFICATION
JOINT SEALANT AT 1/2" DEPTH, REFER

TO MATERIALS AND FINISH LEGEND
1/4" RADIUS, TYP.

FACE OF CURB, CONCRETE PAVING,

WALL, BUILDING OR STRUCTURE -

WHERE OCCURS
EXPANSION JOINT WIDTH:

PEDESTRIAN PAVEMENT - 1/4"
VEHICULAR PAVEMENT - 1/2"

CONCRETE REINFORCING, SEE CIVIL
1 2
3 4
5 6
7 D

PLAN / SECTION

REMOVABLE BOLLARD
SCALE: N.T.S.

PLAN VIEW
ELEVATION VIEW SIDE ELEVATION VIEW Ø 11 1/4"
Ø 6 5/8" 1-9"1'-0" 3'-0"
1 7 3 4
1 7
3 5
2 2
LEGEND

BOLLARD CAP, FLAT

EMBEDMENT SLEEVE

CONCRETE FOOTING, COLOR AND FINISH TO MATCH
ADJACENT EXISTING CONCRETE. REFER TO SHEET L1.2

MATERIALS AND FINISH LEGEND
#4 HORIZONTAL REBAR
#4 CLOSED TIE / HOOP @ 12" O.C.

REFLECTIVE TAPE

FINISHED SURFACE, CONCRETE FINISH SHALL MATCH

ADJACENT CONCRETE FINISH

SUBGRADE SOIL SHOULD BE PROPERLY MOISTURIZED

AND COMPACTED PRIOR TO THE PLACEMENT OF STEEL
AND CONCRETE. THE SUBGRADE SOIL SHOULD BE
COMPACTED TO A DRY DENSITY OF AT LEAST 90

PERCENT OF THE LABORATORY MAXIMUM DRY DENSITY

NEAR TO SLIGHTLY ABOVE OPTIMUM MOISTURE
CONTENT IN ACCORDANCE WITH ASTM D1557.

REFLECTIVE TAPE SEAM
1/4" RADIUS, TYP.

DOWELED EXPANSION JOINT, SEE DETAIL B ON THIS
SHEET

CONCRETE PAVING, SEE PLAN
1 2
3 4
5 6
7 8
9 10
11 12
NOTE:

1. INSTALL REMOVABLE BOLLARD PER
MANUFACTURER'S RECOMMENDATIONS.

E

PLAN / SECTION

PRECAST CONCRETE BENCH
SCALE: N.T.S. 2'-2" 1'-6"5"
7'-0"
8"
ELEVATION VIEW SECTION VIEW 8"
2'-2" 13"

PLAN VIEW
7'-0" 2'-2" 4"
3" 1"
LEGEND

INTEGRALLY CAST ANTI SKATE
SYSTEM

FINISHED SURFACE CONCRETE
PAVING. 3" GROUT POCKETS.

SURFACE MOUNT BENCH
1 2
" RADIUS ON ALL OUTSIDE

CORNERS

THREADED INSERTS IN LEGS FOR
MOUNTING DOWELS (1 PER LEG).
(2) 3/4” X 8” COILRODS PROVIDED
PER BENCH FOR MOUNTING.1
2 " RADIUS ON ALL OUTSIDE CORNERS

ONE PIECE ARMREST
1 2
3 4
5 NOTE:

1. INSTALL PRECAST CONCRETE BENCH

PER MANUFACTURER'S
RECOMMENDATIONS.
1 2
3 1
6 3'-0"
ALIGN
C

SECTION

SYNTHETIC GRASS SURFACING SYSTEM
SCALE: N.T.S.
4"
1 1/2" 1/4"
4 2 1
5 6
7 8
LEGEND

SYNTHETIC GRASS SURFACING SYSTEM
1” LENGTH x 1/4” NARROW CROWN STAINLESS STEEL STAPLES.

TURF IS TO BE SECURED AROUND ALL EDGES @ 6” O.C.

EXISTING OR NEW CONCRETE PAVING, SEE PLAN
1" X 4" PLASTIC NAILER BOARD. SET TOP OF BOARD 1/4" BELOW FINISHED SURFACE OF CURB WITH NAILER BOARD FASTENER:

KWIK BOLT TZ2 WEDGE ANCHOR SS316 STUD ANCHOR KB-TZ2 3/8" X 3
3 4
" SS316 @ 24” O.C. INSTALL ANCHORS 2" FROM BOARD ENDS.
3/8" - 1/2" ANGULAR STONE - CLEAN, COMPACTION RATE OF 90%.

SUBGRADE SOIL SHOULD BE PROPERLY MOISTURIZED AND

COMPACTED PRIOR TO THE PLACEMENT OF STEEL AND
CONCRETE. THE SUBGRADE SOIL SHOULD BE COMPACTED TO A
DRY DENSITY OF AT LEAST 90 PERCENT OF THE LABORATORY

MAXIMUM DRY DENSITY NEAR TO SLIGHTLY ABOVE OPTIMUM
MOISTURE CONTENT IN ACCORDANCE WITH ASTM D1557.

HYDROCHILL INFILL. INSTALL TO DEPTH OF 50% OF TURF BLADE HEIGHT.

FILTER FABRIC (MIRAFI OR APPROVED EQUAL)
1 2
3 4
5 6
7 8
NOTES:

1. INSTALL SYNTHETIC TURF

PER MANUFACTURER'S
RECOMMENDATIONS.

2. REFER TO CIVIL DRAWINGS

FOR SUBSURFACE

DRAINAGE SYSTEM

3. REFER TO SPECIFICATIONS
FOR MORE INFORMATION.
3 4
5 3" 6"
6 6
9 9
2 7'-0", TYP.
3" CLR
TYP.
3" CLR
TYP. 6"
SAWCUT JOINT PER PLANS. SAWCUT JOINT TO BE 1/4
THE THICKNESS OF THE SLAB. STOPPING JOINT

SHORT OF GRATES, WALLS, BUILDING, PAVING
EDGES ETC. IS UNACCEPTABLE.
#4 REBAR DOWEL WITH "SPEED DOWEL" PLASTIC
SLEEVE #PSD1/2X5LT. SPACE DOWELS AT 12" O.C.

APPLY SIKA ANCHORFIX-1 EPOXY OR APPROVED

EQUAL TO FASTEN DOWELS TO EXISTING CONCRETE
CURBS/PAVING WHERE CONDITION OCCURS.
8 9
10 ALIGN
CL CL
1'-4 1
2" 3" CLR TYP.
5 12 11 8 1'-9"
10 ALIGN 12 11 3" CLR TYP.
1'-4 1
2" CL
1'-4 1
2"
8 4 1'-0"
CL

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

#A M
32&   
#A
32&M

IRRIGATION LEGEND
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A/
*A7(9A/9(

1,%&27.%5A669A/9(:,7+&5266+A1'/(
&/ 
PROJECT NUMBER:
2024-034
SHEET TITLE:

OF

ISSUED FOR

CONSTRUCTION
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25 3916 Normal Street San Diego, CA 92103 619.294.4477 | www.ktua.com

CONSTRUCTION

DOCUMENTS
08/01/25
 / , & ( 1 6 ( ' / A 1 ' 6 & A 3 ( A 5 & + , 7 ( & 7 6 7 A 7 ( 2 ) & A / , ) 2 5 1 , A %52 .( -3 :+A/(1    5HQHZDO'DWH 'DWH
6LJQDWXUH 

BID DOCUMENTS 10/23/25
L2.0

LANDSCAPE

IRRIGATION PLAN,

LEGEND & NOTES
NORTH 0 20 feet
1" = 10'
10 30 40

KEY NOTES
(;,67,1*)2817A,1*A7(9A/9(:,7+&21&5(7(%2;
A1'/,',1)2817A,1(48,3M(17522M6833/</,1(
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(;,67,1*MA,1/,1(7((72)2817A,1*A7(9A/9(,1
)2817A,1(48,3M(17522M3527(&7,13/A&(
3527(&7,13/A&((;,67,1*,55,*A7,216833/</,1(
A1':,5(6
(;,67,1*A872MA7,&,55,*A721&21752//(5A
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7<3,&A/
(;,67,1*,55,*A7,21&21752/9A/9(6,1
(;,67,1*/A1'6&A3(5(M29(9A/9(6A1'
3(5MA1(17/<&A3(;,67,1*MA,1/,1(A1'/A7(5A/
/,1(6'2:1675(AM9A/9(65(3/A&((;,67,1*9A/9(
%2;(6:,7+1(:%2;(63527(&7,13/A&((;,67,1*
,55,*A7,216833/</,1(A1':,5(6:+,&+5287(
7+528*+A5(A87,/,=((;,67,1*,55,*A7,21MA,1/,1(
)251(:48,&.&283/,1*9A/9(6
48,&.&283/(59A/9(
,16<17+(7,&*5A66

5A,1%,5'/5&,1&21&5(7(%2;
5()(572'(7A,/
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A3352;/2&A7,21
6+2:1
3527(&7,13/A&((;,67,1*,55,*A7,216833/</,1(
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MA,1/,1(,16,'(6<17+(7,&*5A66/,M,767<3
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9A/9(A1'(;7(1'726<67(M
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7<3,&A/ 

MAIN STREET 
S. 7TH STREET
/,M,72):25.
/,M,72):25. /,M,72):25.
/,M,72):25.
/,M,72):25.     
 5()(5726+((7/)25/A1'6&A3(&216758&7,21
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SHEET NOTES


 
  

)2817A,1
(48,3M(17
522M

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

PROJECT NUMBER:
2024-034
SHEET TITLE:

OF

ISSUED FOR

CONSTRUCTION
PROJECT:

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

DESIGN

DEVELOPMENT
04/22/25
3916 Normal Street
San Diego, CA 92103
619.294.4477 | www.ktua.com

CONSTRUCTION

DOCUMENTS
08/01/25
08/01/2025 L I C E N S E D L A N D S C A P E A R C H I T E C T

S T A T E O F C A L I F O R N I A
BRO KE JP WHALEN 5 17 5
Renewal Date Date
Signature 09/30/2026
BID DOCUMENTS 10/23/25
L2.1

LANDSCAPE

IRRIGATION
DETAILS 3" 1'-6"

SECTION

PLAN VIEW
LEGEND

QUICK COUPLER VALVE CENTERED IN BOX, REFER TO
IRRIGATION LEGEND. SET HEIGHT SO VALVE KEY
HANDLE OPERABLE OUTSIDE OF BOX.

SYNTHETIC GRASS; REFER TO DETAIL 'C' ON SHEET L1.3

POLYMER CONCRETE RECTANGULAR VALVE BOX,
JENSEN PRECAST HPC 1118-12 POLYMER BOX WITH
HPC 1118 POLYMER COVER (TRAFFIC RATED), WITH

STAINLESS STEEL PENTA OR SECURITY KEY AND

STAINLESS STEEL WASHER OPTION (USE CITY
APPROVAL OPTION). SET TOP OF BOX LEVEL WITH TOP
OF NAILER BOARD (1" BELOW FINISHED GRADE).

LOCKING COVER (LOCK UPON INSTALLATION OF BOX)

QUICK COUPLER KEY, TO MATCH COUPLER

QUICK COUPLER SWIVEL HOSE ELL

NOT USED

LASCO STANDARD UNITIZED SWING JOINT, WITH

SNAP-LOK STABILIZER ELBOW OUTLET
1/2" X 24" REBAR (2) REQUIRED
1" PVC MAINLINE PIPE, SEE LEGEND FOR TYPE
1" PVC PIPE STABILIZER, 12" L PIECE, NON-GLUED AND
CENTERED IN HORIZONTAL STABILIZER FITTING. ON
TOP OF 90% COMPACTED SUBGRADE
FILTER FABRIC (MIRAFI #140N). WRAP 1 LAYER AROUND

BOX, COVERING HOLES

BRICK (END TO END AROUND BOX BASE)
NAILER BOARD: 2" X 4" RECYCLED PLASTIC

LASCO SERVICE TEE OR ELBOW, SEE PLAN FOR SIZE

OF MAINLINE
12 AWG TRACER WIRE ALONGSIDE MAINLINE
NAILER BOARD FASTENER: #10 x 3" 316 MARINE GRADE
STAINLESS STEEL DECK SCREWS. INSTALL TOTAL OF
(8) AND (2) PER SIDE.
1” LENGTH x 1/4” NARROW CROWN STAINLESS STEEL
STAPLES. TURF IS TO BE SECURED AROUND ALL EDGES
@ 4” O.C.

CONSTRUCTION ADHESIVE: LOCTITE - PL PREMIUM OR

APPROVED EQUAL
3/4" GRAVEL, 6" THICK, COMPACTED TO 95% MIN.

RELATIVE COMPACTION
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
NOTES:

1. SET VALVE HEIGHT IN BOX TO ENABLE VALVE KEY WITH HANDLE TO HAVE ADEQUATE CLEARANCE TO TURN VALVE ON AND OFF.

2. INSTALL VALVE PER MANUFACTURER'S INSTRUCTIONS.

3. INSTALL SYNTHETIC GRASS PER MANUFACTURER'S RECOMMENDATIONS.

4. REFER TO SPECIFICATIONS FOR MORE INFORMATION.

5. USE TEFLON TAPE ON ALL THREADED FITTINGS.
2 3
5 6
1 10 89 8
11 12
13 14
14 4
15 SECTION

MAINLINE PIPING IN SYNTHETIC TURF

NOT TO SCALE
NOTES:

1. FOR TRENCHES, REFER ALSO TO IRRIGATION PLAN FOR SPECIFIC QUICK COUPLING VALVE LOCATIONS RELATING TO PAVEMENT EDGES.

2. REFER TO SYNTHETIC GRASS DETAIL, INCLUDING INFILL, BACKING MATERIAL, EDGE FASTENING, AND BASE MATERIAL.

3. PROVIDE A CLEAN, PROPERLY COMPACTED TRENCH DISTURBANCE

AREA FREE OF FOREIGN MATERIAL, SUBSTANCES AND ANY OTHER MATERIALS TO RECEIVE INSTALLATION OF SYNTHETIC GRASS.

4. COORDINATE WITH SYNTHETIC GRASS INSTALLER PRIOR TO

TRENCHING IN SYNTHETIC GRASS AREA FOR TRENCH LOCATION,

BACKFILL AND SUBSURFACE PREPARATION WORK TO RECEIVE
SYNTHETIC GRASS.

LEGEND
SYNTHETIC GRASS; SEE DETAIL B ON SHEET L1.3

CONCRETE PAVING WHERE OCCURS

COMPACTED BACKFILL SOIL MATERIAL FREE FROM ALL ROCK

AND DEBRIS, INCLUDING ORGANIC MATERIAL GREATER THAN
ONE HALF INCH SIZE. PRIOR TO IMPROVEMENT, UPPER 12

INCHES OF SUBGRADE MUST BE SCARIFIED, BROUGHT TO
OPTIMUM MOISTURE, AND COMPACTED TO AT LEAST 95% OF
THE MAXIMUM DRY DENSITY PER ASTM D1557

BACKFILL SAND FREE FROM ALL ROCK AND DEBRIS GREATER
THAN ONE-HALF INCH SIZE. 6" ABOVE AND 6" BELOW PRESSURE

SUPPLY LINE
#12 TRACER WIRE, TAPED TO TOP OF MAINLINE EVERY 10 FEET PRESSURE SUPPLY LINE IN PVC SCH 40 SLEEVE TWICE THE

DIAMETER OF THE LINE RUNNING THROUGH
UNDISTURBED / 85% COMPACTED SUBGRADE. ALL TRENCH
FILLS UNTIL 90% RELATIVE COMPACTION HAS BEEN ACHIEVED.
1 2
3 4
5 6
7 7
1 2
B
3 6" MINIMUM FROM
SIDES OF TRENCH 1'-6" FROM BASE MATERIAL TO TOP OF PIPE FOR UP TO 2-1/2" SUPPLY LINE. 4 5
6 SECTION
QUICK COUPLER VALVE: SYNTHETIC TURF

NOT TO SCALE
A
3 23
3 SECTION

GATE VALVE

NOT TO SCALE
C
16 1/4"
17 18
19 SECTION 1/4"PLAN VIEW
11 4
2 12
LEGEND
GATE VALVE. REFER TO IRRIGATION LEGEND.

SYNTHETIC GRASS; REFER TO DETAIL 'A' THIS SHEET
AND DETAIL 'C' ON SHEET L1.3

POLYMER CONCRETE RECTANGULAR VALVE BOX,
JENSEN PRECAST HPC 1118-12 POLYMER BOX WITH
HPC 1118 POLYMER COVER (TRAFFIC RATED), WITH

STAINLESS STEEL PENTA OR SECURITY KEY AND

STAINLESS STEEL WASHER OPTION (USE CITY
APPROVAL OPTION). SET TOP OF BOX LEVEL WITH
TOP OF NAILER BOARD (1" BELOW FINISHED GRADE).

LOCKING COVER (LOCK UPON INSTALLATION OF BOX)
PVC SCH 80 MALE ADAPTER, MIPT X SLIP, LINE/VALVE
SIZE
PVC SCH 80, 45 DEGREE ELL'S. (4) REQUIRED.
1" PVC MAINLINE PIPE, SEE LEGEND FOR TYPE
PVC SCH 80 THREADED NIPPLE (TYP. 3" L MIN.)
FILTER FABRIC (MIRAFI #140N). WRAP 1 LAYER

AROUND BOX, COVERING HOLES
BRICK (END TO END AROUND BOX BASE) ON 90%

COMPACTED SUBGRADE
NAILER BOARD: 2" X 4" RECYCLED PLASTIC
NAILER BOARD FASTENER: #10 x 3" 316 MARINE
GRADE STAINLESS STEEL DECK SCREWS.

INSTALL TOTAL OF (8) AND (2) PER SIDE.
1” LENGTH x 1/4” NARROW CROWN STAINLESS STEEL
STAPLES. TURF IS TO BE SECURED AROUND ALL
EDGES @ 4” O.C.

CONSTRUCTION ADHESIVE: LOCTITE - PL PREMIUM

OR APPROVED EQUAL
PVC SCH 80 THREADED UNION
12 AWG TRACER WIRE ALONGSIDE MAINLINE
3/4" GRAVEL, 6" THICK, COMPACTED TO 95% MIN.

RELATIVE COMPACTION
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 1
2 3
5 6
9 13 11
14 8
NOTES:

1. SET VALVE HEIGHT IN BOX TO ENABLE VALVE KEY WITH

HANDLE TO HAVE ADEQUATE CLEARANCE TO TURN
VALVE ON AND OFF.

2. INSTALL VALVE PER MANUFACTURER'S INSTRUCTIONS.

3. INSTALL SYNTHETIC GRASS PER MANUFACTURER'S
RECOMMENDATIONS.

4. REFER TO SPECIFICATIONS FOR MORE INFORMATION.

5. USE TEFLON TAPE ON ALL THREADED FITTINGS.
4 4
20 16 15 7
10 17

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

P
P
N
N
M
M
L
L
L1
L1
K
K
K1
K1
J1
J1
J
J
H
H
G
G
F
F
E
E
C
C
B
B
A
A
A1
A1
I
I
11 A11 A11
10 9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
S 7TH STREET
TYP.
02 41 19.D22
02 41 13.A10
02 41 13.A14
D
D
TYP.
02 41 19.D22 02 41 19.A48
02 41 13.A30
02 41 19.E3
TYP.
02 41 13.B27
02 41 19.E3
A1.3
C2
02 41 13.A4
TYP.
02 41 00.A7
TYP.
02 41 13.B30
02 41 13.B1
02 41 13.B1
02 41 00.A8
TYP.
02 41 13.B32
(E) CONCRETE TO BE REMOVED,

SEE LANDSCAPE
(E) DECORATIVE CONCRETE TO BE REMOVED,

SEE LANDSCAPE
(E) PLANTING / MULCH TO BE REMOVED,

SEE LANDSCAPE
(E) ASPHALT PAVING TO BE REMOVED,

SEE CIVIL
DEMOLITION PLAN IS DIAGRAMMATIC. CONTRACTOR IS

RESPONSIBLE FOR ALL DEMOLITION WORK REQUIRED FOR

INSTALLATION OF NEW CONSTRUCTION EVEN IF NOT
SPECIFICALLY INDICATED ON THE DEMOLITION PLANS.

SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL,
AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PARTIAL DEMOLITION TO INCLUDE TRIMMING AND CAPPING
SYSTEMS THAT ARE TO REMAIN OPERABLE.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. 4.

5. E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

DEMO SITE PLAN -

TOWN SQUARE
240903
A1.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A1.1 SCALE: 1" = 10'-0"
D1 DEMO SITE PLAN - TOWN SQUARE
LEGEND

CONSTRUCTION NOTES
02 41 00.A7 REMOVE EXISTING BENCH
02 41 00.A8 REMOVE EXISTING PAVEMENT, SEE CIVIL
02 41 13.A4 EXISTING TREE TO REMAIN, PROTECT IN PLACE
02 41 13.A10 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE, SEE CIVIL 02 41 13.A14 EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE, SEE ELECTRICAL 02 41 13.A30 EXISTING METAL FENCING AND GATE TO REMAIN, TYP. 02 41 13.B1 REMOVE LANDSCAPE, SEE LANDSCAPE
02 41 13.B27 REMOVE EXISTING SIGNAGE AND POLE, TYP. OF (5) 02 41 13.B30 REMOVE CURB RAMP, SEE CIVIL
02 41 13.B32 REMOVE EXISTING DETECTABLE WARNING
02 41 19.A48 EXISTING MONUMENT SIGNAGE TO REMAIN, PROTECT IN PLACE 02 41 19.D22 REMOVE EXISTING BOLLARD
02 41 19.E3 REMOVE EXISTING SIGNAGE AND RELOCATE, LOCATION TBD; DEMO EXISTING

SIGNAGE POLE
NOTES

A3.4
A1
A3.4
B1
A3.4
C1
PPNNMMLLL1
L1
KKK1
K1
J1
J1
JJHHGGFFEECCBBAAA1
A1
II
11 11
A11 A11
10 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1
A1
A5.1 A2
C1
A1
B1
18'-6" 18'-6" 12'-0" 3'-0" 12'-0" 3'-3" 27'-3" 3'-3" 12'-0" 3'-0" 12'-0" 17'-6" 17'-6" 35'-0" 17'-6" 12'-0" 5'-6" 3'-3" 10'-3" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 13'-0" A1.3
C2
A3.4
A2
DD

MAIN STREET
S 7TH STREET
02 41 13.A14
TYP.
02 41 13.A31
80'-0" TYP.
32 16 00.A2
TYP.
12 93 40.A1
TYP.
34 71 00.A1
TYP.
34 71 00.A1
34 71 00.A1
TYP.
32 17 23.A1
19'-9"
4" TYP.
19'-9" 19'-9" 19'-9"
7'-6"
TYP.
32 11 00.C1
05 75 00.B3
05 75 00.B3
EQ EQ
EQ EQ
TYP.
05 75 00.B1
TYP.
01 07 13.B1
TYP.
32 32 13.A1
23'-0"
TYP.

TYP.
14'-0"
3'-6"
TYP.

TYP.
4'-0"
(E) CONCRETE TO REMAIN, SEE

CIVIL AND LANDSCAPE

CONCRETE, SEE CIVIIL AND LANDSCAPE

ARTIFICIAL TURF, SEE LANDSCAPE
SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL.

AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

SITE PLAN - TOWN
SQUARE
240903
A1.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A1.2 SCALE: 1" = 10'-0"
D1 SITE PLAN - TOWN SQUARE
LEGEND

CONSTRUCTION NOTES
01 07 13.B1 TRUNCATED DOME DETECTABLE WARNING SURFACE, SEE A3/T-8 02 41 13.A14 EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE, SEE ELECTRICAL 02 41 13.A31 EXISTING LANDSCAPE AREA, SEE LANDSCAPE PLANS 05 75 00.B1 DECORATIVE STEEL FENCE PANEL WITH SYMMETRICAL PATTERN OF

INTERSECTING CURVED AND ARCHED LINES, FENCE PANEL SHALL BE MOUNTED BETWEEN STEEL POSTS USING WELDED SIDE TABS OR BRACKETS.

FENCE PANEL IS FABRICATED FROM GALVANIZED STEEL, AND FINISHED IN MATTE BLACK POWDER COAT.
05 75 00.B3 DECORATIVE STEEL TELESCOPIC (SLIDING) GATES WITH SYMMETRICAL PATTERN OF INTERSECTING CURVED AND ARCHED LINES. GATES SHALL BE

FABRICATED FROM GALVANIZED STEEL, AND FINISHED IN MATTE BLACK POWDER COAT. GATES SHALL BE MANUALLY OPERATED, AND LOCKABLE VIA PADLOCK HASP. PROVIDE CANE BOLTS AND CATCH SLEEVE IN FULLY CLOSED

AND FULLY OPEN POSITIONS
12 93 40.A1 BENCH, SEE LANDSCAPE
32 11 00.C1 18 X 18 CATCH BASIN, SEE CIVIL
32 16 00.A2 CURB RAMP, SEE CIVIL
32 17 23.A1 4" PARKING STALL STRIPING (WHITE)
32 32 13.A1 20'-0" L X 20'-0" W X 10'-0" MIN. ENTRY HEIGHT PRE-FABICATED FABRIC SHADE STRUCTURE (BID ALTERNATE); BASIS-OF-DESIGN: USA SHADE SINGLE-POST

PYRAMID CANTILEVER
34 71 00.A1 BOLLARD, SEE LANDSCAPE
NOTES

EXISTING PUMP
ROOM

EXISTING

STORAGE ROOM

EXISTING

ELECTRICAL
ROOM
A1.3
C4
A1.3
B3
A1.3
C3
02 41 13.B26
TYP.
02 41 13.A34
TYP.

P
2 P
3 P
4 P
1 02 41 13.A29 02 41 19.A21 P
4 09 91 00.D5
P
1 P
3 02 41 19.A21
09 91 00.D5
P
1 P
3 02 41 19.A21
09 91 00.D5

ALUMINUM LETTERS
1/4" STANDOFF,

SAME FINISH/COLOR

AS LETTERS
2" LONG STUDS WITH

EPOXY SILICONE

EXISTING EXTERIOR

STUCCO WALL

ALUMINUM LETTERS
1/4" STANDOFF,

SAME FINISH/COLOR

AS LETTERS
2" LONG STUDS WITH

EPOXY SILICONE

EXISTING EXTERIOR

STUCCO WALL
SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL.

AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. NOTE 1: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN-0.92" MAX, TAPERING TO 0.45" MIN-0.47" MAX AT THE TOP, A HEIGHT OF 0.2" AND A CENTER TO CENTER SPACING OF 2.3" MIN-2.4" MAX AND A BASE TO BASE SPACING OF 0.65" MIN MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. CENTER TO CENTER SPACING OF 1.6" MIN AND 2.4" MAX ACCEPTABLE FOR DOMES IN RADIAL PATTERN.

NOTE 2: THE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WHETHER LIGHT ON DARK OR DARK ON LIGHT AND 70% MINIMUM WITH ADJACENT WALKING SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST=[(B1-B2)/B1] X 100 PERCENT WHERE B1= LIGHT REFLECTANCE VALUE OF THE LIGHTER AREA, AND B2 = LIGHT REFLECTANCE VALUE OF THE DARKER AREA. .65"
MIN
APART

2.3" - 2.4"
APART

2.3" - 2.4"

AT BASE

0.9"-0.92"
AT TOP
.45"-.47"
A A

TYPICAL PLAN

TYPICAL PLAN SECTION A-A
.

0.2" HT.

TAPERED EDGES

WHERE EXPOSED
NOTE 3: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING

SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS

BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY

BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE.

NOTE 4: DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS33538 OF FEDERAL STANDARD 595C.

NOTE 5: DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN LESS 2 INCHES (51 MM) MAXIMUM ON EACH SIDE, EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY. .
72" MIN.

WALL OR OTHER

OBSTRUCTION
72" MIN.
.

8.33% MAX
.

8.33% MAX
NOTE: SLOPE OF LANDING
AREAS DO NOT EXCEED 2%

IN ANY DIRECTION
NOTE: SURFACE WILL REQUIRE 36" SECTION OF

TRUNCATED DOMES IF FLAT TRAVEL SURFACE

ADJOINS VEHICULAR TRAFFIC WAY, SEE
60" MIN. RECOMMENDED
48" MIN. REQ'D
NOTES:

1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.

2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT.

3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.

COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP.

NOTE: COUNTER SLOPES OF

ADJOINING GUTTERS & ROAD

SURFACES ADJACENT TO AND
WITHIN 24" OF CURB RAMP

SHALL NOT BE STEEPER THAN
1:20
T-7
B1
36" MIN.
72" MIN.
36" MIN.

E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

ENLARGED SITE

PLANS & DETAILS
240903
A1.3

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A1.3 SCALE: 1/4" = 1'-0"
C2 STORAGE ROOM - ENLARGED PLAN
A1.3 SCALE: 1/4" = 1'-0"
B3 STORAGE ROOM - WEST
A1.3 SCALE: 1/4" = 1'-0"
C3 STORAGE ROOM - NORTH
A1.3 SCALE: 1/4" = 1'-0"
C4 STORAGE ROOM - SOUTH

CONSTRUCTION NOTES
02 41 13.A29 EXISTING COMMEMORATIVE WALL PLAQUE TO REMAIN, PROTECT IN PLACE 02 41 13.A34 EXISITNG ELECTRICAL PANEL, SEE ELECTRICAL
02 41 13.B26 REMOVE ALL EXISTING EQUIPMENT AND ASSOCIATED ATTACHMENTS/ ANCHORAGE. COORDINATE WITH OWNER FOR ANY SALVAGE OF EXISTING EQUIPMENT. SAFE OFF, CUT BACK, AND CAP ALL UTILITIES AT NEAREST WALL/ FLOOR PENETRATION. SEE ELECTRICAL AND NEW CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. EXISTING EQUIPMENT CURBS, IF PRESENT, MAY REMAIN
02 41 19.A21 EXISTING DOOR TO REMAIN, PROTECT IN PLACE
09 91 00.D5 PATCH AND PAINT ALL WALL AND CEILING SURFACES, SEE FINISH SCHEDULE A1.3 SCALE: 3" = 1'-0"
C1 ILLUMINATED ALUMINUM SIGNAGE ANCHORAGE - CHANNEL EDGE A1.3 SCALE: 3" = 1'-0"
B1 NON-ILLUMINATED ALUMINUM SIGNAGE ANCHORAGE - REVEAL EDGE NOTES
A1.3 SCALE: NONE
A1 DETECTABLE WARNING DETAIL
A1.3 SCALE: N.T.S.

A3 PARALLEL CURB RAMP

A3.1
B1
02 41 13.A17
02 41 13.A32
02 41 13.A18
4'-4"
32'-0"
TYP.
02 41 13.B31
A3.1
C2
A3.2
47'-9"
A2
3'-11" 11'-7" 14'-6" 11'-7" 3'-11"
19'-9 1/2"
SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL.

AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. 2'-8 1/4"
1" 2'-6 1/4" 1"
1" 2'-9 1/4" 1"
A1
A3.1 B2
A1
A3.1 2
A1
A3.1 3
2'-11 1/4"
3" 2" 2" 1' - 4 1/2"
8" 5 1/2" 2" 2" 3"

EQ EQ EQ EQ
2'-3"
03 05 00.B13
03 05 00.B14
06 16 00.H1
09 30 13.A1
05 50 13.F4
09 24 00.J1
1 B2
B2
B2
05 12 00.R1
05 12 00.R2
06 10 00.A13
05 12 00.R4
05 12 00.R5
05 12 00.R3
05 12 00.R6
05 12 00.R7

EAST - WEST ELEVATIONS SIDEWALK SIDE ELEVATION ROAD SIDE ELEVATION CNC1
03 05 00.B13
4" 3'-3" 25'-6"
09 30 13.A1
09 24 00.A2
2" 2" 1'-7" 2"2"
2'-9" 1"
T1S1
CNC1P7P6S1S1
4" 3'-3" 19'-11" 1'-0" 1'-0" 2'-11"
S1
CNC1S1

E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025
8TH STREET

GATEWAY SIGN
240903
A3.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

CONSTRUCTION NOTES
02 41 13.A17 EXISTING ASPHALT PAVING TO REMAIN, PROTECT IN PLACE 02 41 13.A18 EXISTING CONCRETE PAVING TO REMAIN, PROTECT IN PLACE 02 41 13.A32 EXISTING LANDSCAPE TO REMAIN, PROTECT IN PLACE 02 41 13.B31 REMOVE EXISTING SIGNAGE PILLARS.
03 05 00.B13 CONCRETE BASE, SEE STRUCTURAL AND FINISH SCHEDULE 03 05 00.B14 CONCRETE BASE BOTTOM TRIM
05 12 00.R1 20 GA BENT PLATE
05 12 00.R2 250T125-33 TRACK
05 12 00.R3 7/8" 087F125-33 HAT CHANNEL @24" O.C.
05 12 00.R4 400S125-33 STUD
05 12 00.R5 362S162-33 STUD
05 12 00.R6 #8 @ 24" O.C. MAX TYP UON FASTENERS SHOWN
05 12 00.R7 2-HILTI X-U PIN EA END OF EA HAT CHANNEL
05 50 13.F4 TUBE STEEL POST, SEE STRUCTURAL
06 10 00.A13 400S125-33 BLOCKING AT 48" PER 8/S1.5 WITH 2-#10 SMS EACH HAT CHANNEL 06 16 00.H1 SHEATHING
09 24 00.A2 STUCCO, SEE FINISH SCHEDULE
09 24 00.J1 EPS FOAM SHAPE(S)
09 30 13.A1 PORCELAIN TILE, RECESSED 2" FROM COLUMN FACE. (BASIS-OF-DESIGN:

TILEBAR. PERGOLA BEAMS WHITE HEXAGON. PORCELAIN MATTE TILE.) A3.1 SCALE: 1/8" = 1'-0"
A1 8TH STREET GATEWAY SIGN
A3.1 SCALE: 3/16" = 1'-0"
B1 8TH STREET - SIGNAGE ELEVATION
NOTES
A3.1 SCALE: 1 1/2" = 1'-0"
C2 8TH STREET COLUMN
A3.1 SCALE: 3/8" = 1'-0"
B2 8TH STREE COLUMN - ELEVATIONS 1
23

SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL.

AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. A3.2
C3
A3.2
C4
3'-8 1/2"
EQ EQ
2'-0"
TYP.
1'-4"
MTL
1 MTL
3 MTL
1 3'-3" 5" 1'-6" 5" 3'-3"
4'-4"
10 14 00.R2
MTL
1 MTL
1 MTL
2 MTL
2 1'-4"
7"
3'-3" 3'-3"
5"
TYP.
05 12 00.B1
09 91 00.D6
10 14 00.R3
09 91 00.D6
TYP.
05 12 00.B1
10 14 00.R2
10 14 00.R2
1'-4"
NOTE: SEE C3/A3.2 FOR ADDITIONAL

INFORMATION

E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025
8TH STREET

GATEWAY SIGN
240903
A3.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

CONSTRUCTION NOTES
05 12 00.B1 STRUCTURAL STEEL BEAM, SEE STRUCTURAL
09 91 00.D6 METAL GATEWAY SIGNAGE; PANEL MATERIAL SHALL WRAP STRUCTURAL FRAMING WHERE OCCURS. COORDINATE THICKNESS AND DIMENSIONS WITH

ARCHITECT PRIOR TO FABRICATION
10 14 00.R2 BACKLIT EXTRUDED METAL LETTER SIGNAGE WITH FONT "FONSECA BOLD", SEE C1/A1.3
10 14 00.R3 ALIGN, TYP. BOTH SIDES OF SIGN
NOTES
A3.2 SCALE: 1/4" = 1'-0"
A2 8TH STREET - SIGNAGE ENLARGED Copy 1
A3.2 SCALE: 1" = 1'-0"
C3 8TH STREET SIGN - SECTION THROUGH MEMBERS
A3.2 SCALE: 1" = 1'-0"
C4 8TH STREET SIGN - SECTION THROUGH SIGNAGE PANELS

A3.3
C2
A3.3
B2
02 41 13.A18
02 41 13.A17
TYP.
02 41 13.A32
02 41 13.A18
05 75 00.B2
TYP.
26 51 00.D1
A3.3
C1
05 75 00.B2
4'-9"
EQ EQ
2'-0"
TYP.

P
4 MTL
1 P
1 P
4 26 51 00.D1
P
2 TYP.

P
5 P
2 P
3 P
4 P
3 P
3 P
3 P
2 P
2 P
4 P
3 P
2 P
3 P
5 P
1 TYP.

P
4 4'-9"
P
2 P
2 TYP.

P
5 P
2 P
3 P
4 2'-0"
05 75 00.B2
26 51 00.D1
P
3 P
1 09 91 00.E1
09 91 00.E2
SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL.

AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025
4TH STREET

GATEWAY SIGN
240903
A3.3

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A3.3 SCALE: 1/8" = 1'-0"
A2 4TH STREET GATEWAY SIGN
A3.3 SCALE: 1/8" = 1'-0"
C2 4TH STREET GATEWAY SIGN - EAST ELEVATION
A3.3 SCALE: 1/8" = 1'-0"
B2 4TH STREET GATEWAY SIGN - WEST ELEVATION
A3.3 SCALE: 1" = 1'-0"
C1 4TH STREET GATEWAY SIGN - TILE ELEVATION

CONSTRUCTION NOTES
02 41 13.A17 EXISTING ASPHALT PAVING TO REMAIN, PROTECT IN PLACE 02 41 13.A18 EXISTING CONCRETE PAVING TO REMAIN, PROTECT IN PLACE 02 41 13.A32 EXISTING LANDSCAPE TO REMAIN, PROTECT IN PLACE 05 75 00.B2 EXISTING METAL SCREEN TO BE REFINISHED, SEE FINISH SCHEDULE 09 91 00.E1 REMOVE, REFINISH, AND REINSTALL EXISTING ACCENT TILES 09 91 00.E2 REMOVE, PATCH AND REPAIR WALL FINISH TO ACCOMMODATE NEWLY

FINISHED TILE
26 51 00.D1 LIGHT FIXTURE, SEE ELECTRICAL
NOTES

LEVEL 2
11' - 0"
T.O.B
21' - 9"
A A1 B C E F G I H J J1 K1 K L1 L M N P Q R
T.O.P
30' - 0"
T.O.BASE 1
18' - 1"
D A3.5
A2
A3.5
C3
A3.5
C1
TYP.

P
4 TYP.

P
2 TYP.

P
1 P
4 P
09 91 00.D5 4
05 75 00.B3
TYP.

P
3 TYP.

P
3 TYP.

MTL
3 TYP.

P
5 LEVEL 2
11' - 0"
LEVEL 1
0' - 0"
R Q P N M L L1 K K1 J1 J H I G F E C B A1 A
T.O.P
30' - 0"
TYP.

P
4 T.O.BASE 2
19' - 6"
TYP.

P
2 D A3.5
A1
TYP.

P
1 P
4 P
4 09 91 00.D5
05 75 00.B1
TYP.

P
3 TYP.

P
3 LEVEL 2
11' - 0"
LEVEL 1
0' - 0"
1 2 3 4 5 6 7 8 9 10 11

FACE OF WALL AGAINST

EXISTING ADJACENT BUILDING
T.O.BASE 1
18' - 1"
A3.5
C4
P
4 P
2 P
1 TYP.
26 51 00.D1
P
3 P
1 P
4 TYP.
09 91 00.D5
LEVEL 2
11' - 0"

CLERESTORY
18' - 0"
A11 11 10 9 8 7 6 5 4 3 2 1
TYP.

P
4 TYP.

P
3 TYP.

P
1 P
4 P
4 TYP.
26 51 00.D1
P
2 02 41 13.A30
TYP.
09 91 00.D5

E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

EXTERIOR

ELEVATIONS -

TOWN SQUARE
240903
A3.4

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A3.4 SCALE: 1" = 10'-0"
C1 NORTH
A3.4 SCALE: 1" = 10'-0"
B1 SOUTH
A3.4 SCALE: 1" = 10'-0"
A1 EAST
A3.4 SCALE: 1" = 10'-0"
A2 WEST

P
4 P
1 P
4 P
1 TYP.

MTL
1 02 41 13.B28
09 91 00.D3
10 14 00.R2
TYP.
0'-1 31/64"
02 41 00.B1
NOTE: PATCH AND REPAIR EXISTING

ROOFING AT LOCATION OF

STRUCTURAL BRACING INSTALLATION

TO SUPPORT EXISTING VERTICAL

MONUMENT, SEE STRUCTURAL
K K1 J1 J
TYP.

P
1 TYP.

P
4 TYP.

P
4 TYP.

P
1 TYP.

P
3 P
3 TYP.

P
4 TYP.

P
1 09 91 00.D1
EQ EQ
EQ EQ
02 41 16.B1
10'-8"
1'-4"
10 14 00.R2
NOTE: SIGNAGE TEXT TO BE DETWEMINED BY CITY
COUNCIL; CONTRACTOR SHALL VERIFY APPROVED

SIGNAGE TEXT WITH ARCHITECT PRIOR TO FABRICATION
TYP.

MTL
3 J J1 K1 K A3.5
C4
TYP.

P
4 TYP.

P
1 TYP.

P
1 TYP.

P
4 P
3 TYP.

P
4 EQ EQ
09 91 00.D2
02 41 16.B1
TYP.
02 41 16.B2
TYP.

P
4 09 91 00.D4
EQ EQ
LEVEL 2
11' - 0"
D E
P
2 P
1 P
4 TYP.

P
4 TYP.

P
4 TYP.

P
4 P
2 26 56 00.B1
0'-4" 9'-8" 1'-0"
5" VARIES 4"
05 75 00.B4
05 75 00.B1
05 75 00.B5
G I
P
2 TYP.

P
4 TYP.

P
5 TYP.

P
2 TYP.

P
4 TYP.
26 56 00.B2
05 75 00.B2
SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL.

AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

ENLARGED

EXTERIOR

ELEVATIONS -

TOWN SQUARE
240903
A3.5

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A3.5 SCALE: 1/2" = 1'-0"
C4 MAIN ST. MARQUEE SIGNAGE - TOWN SQUARE
A3.5 SCALE: 1/4" = 1'-0"
A1 7TH ST. ENTRANCE SIGANGE - TOWN SQUARE
A3.5 SCALE: 1/4" = 1'-0"
A2 MAIN ST. ENTRANCE SIGNAGE - TOWN SQUARE
A3.5 SCALE: 3/8" = 1'-0"
C1 EXTERIOR METAL PANEL - TOWN SQUARE
A3.5 SCALE: 3/8" = 1'-0"
C3 EXSTING EXTERIOR METAL SCREEN - TOWN SQUARE

CONSTRUCTION NOTES
02 41 00.B1 REMOVE EXISTING NON-STRUCTURAL PIPE TO BOTTOM OF EXISTING

SIGNAGE TO REMAIN
02 41 13.B28 REMOVE EXISTING DIGITAL MARQUEE, PATCH AND REPAIR EXISTING

ADJACENT WALL SURFACE
02 41 16.B1 REMOVE AND REPLACE SURFACE ACCENT MARQUEE LIGHTS, SEE

ELECTRICAL
02 41 16.B2 REMOVE AND REPLACE EXISTING EXTERIOR DECORATIVE WALL SCONCE,

SEE ELECTRICAL
05 75 00.B1 DECORATIVE STEEL FENCE PANEL WITH SYMMETRICAL PATTERN OF

INTERSECTING CURVED AND ARCHED LINES, FENCE PANEL SHALL BE MOUNTED BETWEEN STEEL POSTS USING WELDED SIDE TABS OR BRACKETS.

FENCE PANEL IS FABRICATED FROM GALVANIZED STEEL, AND FINISHED IN MATTE BLACK POWDER COAT.
05 75 00.B2 EXISTING METAL SCREEN TO BE REFINISHED, SEE FINISH SCHEDULE 05 75 00.B4 4" SQUARE GALVANIZED STEEL POST WITH MATTE BLACK POWDER COAT FINISH
05 75 00.B5 FENCE POST FOOTING, SEE STRUCTURAL
09 91 00.D1 REMOVE, PATCH AND REPAIR WALL FINISH TO ACCOMMODATE INSTALLATION

OF SIGNAGE
09 91 00.D2 REMOVE, PATCH AND REPAIR WALL FINISH TO ACCOMMODATE

RECONFIGURATION OF MARQUEE SIGNAGE
09 91 00.D3 REMOVE EXISTING LETTER SIGNAGE. PROVIDE EXTRUDED METAL LETTER SIGNAGE WITH FONT "FONESCA BOLD," SEE B1/A13.
09 91 00.D4 CUT AND REMOVE STEEL PROTRUSIONS. PATCH AND REPAIR WALL TO

MATCH ADJACENT FINISH
10 14 00.R2 BACKLIT EXTRUDED METAL LETTER SIGNAGE WITH FONT "FONSECA BOLD", SEE C1/A1.3
26 56 00.B1 LED INGRADE LINEAR ACCENT UP-LIGHT, SEE ELECTRICAL 26 56 00.B2 LED INGRADE ROUND ACCENT UP-LIGHT, SEE ELECTRICAL NOTES

P
1 P
4 P
4 P
2 P
4 26 30 00.E1 02 41 19.D21
09 91 00.D5
P
4 02 41 16.B1 02 41 19.D21
P
1 P
4 P
3 P
2 05 75 00.B3
P
1 P
4 P
2 P
4 02 41 19.D21 02 41 19.D21 P
4 02 41 13.A30
09 91 00.D5
02 41 19.D21
02 41 19.D21
P
2 P
3 P
1 P
4 P
4 05 75 00.B3
09 91 00.D5
P
4 05 75 00.B1
SEE CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL.

AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.

CONTRACTOR TO PROTECT PORTIONS OF EXISTING
CONSTRUCTION NOT INDICATED TO BE DEMOLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
AND REPAIR OF ITEMS TO REMAIN.

PATCH AND REPAIR ALL WALL, CEILING, AND FLOOR

SURFACES TO MATCH ADJACENT FINISH, DUE TO
ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL WORK.

1. 2.

3. E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

INTERIOR

ELEVATIONS -

TOWN SQUARE
240903
A5.1

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243
A5.1 SCALE: 1" = 10'-0"
A2 INTERIOR - WEST
A5.1 SCALE: 1" = 10'-0"
C1 INTERIOR - NORTH
A5.1 SCALE: 1" = 10'-0"
A1 INTERIOR - EAST
A5.1 SCALE: 1" = 10'-0"
B1 INTERIOR - SOUTH

CONSTRUCTION NOTES
02 41 13.A30 EXISTING METAL FENCING AND GATE TO REMAIN, TYP. 02 41 16.B1 REMOVE AND REPLACE SURFACE ACCENT MARQUEE LIGHTS, SEE

ELECTRICAL
02 41 19.D21 REMOVE AND REPLACE LIGHT FIXTURE, SEE ELECTRICAL 05 75 00.B1 DECORATIVE STEEL FENCE PANEL WITH SYMMETRICAL PATTERN OF

INTERSECTING CURVED AND ARCHED LINES, FENCE PANEL SHALL BE MOUNTED BETWEEN STEEL POSTS USING WELDED SIDE TABS OR BRACKETS.

FENCE PANEL IS FABRICATED FROM GALVANIZED STEEL, AND FINISHED IN MATTE BLACK POWDER COAT.
05 75 00.B3 DECORATIVE STEEL TELESCOPIC (SLIDING) GATES WITH SYMMETRICAL PATTERN OF INTERSECTING CURVED AND ARCHED LINES. GATES SHALL BE

FABRICATED FROM GALVANIZED STEEL, AND FINISHED IN MATTE BLACK POWDER COAT. GATES SHALL BE MANUALLY OPERATED, AND LOCKABLE VIA PADLOCK HASP. PROVIDE CANE BOLTS AND CATCH SLEEVE IN FULLY CLOSED

AND FULLY OPEN POSITIONS
09 91 00.D5 PATCH AND PAINT ALL WALL AND CEILING SURFACES, SEE FINISH SCHEDULE 26 30 00.E1 RECEPTACLE, SEE ELECTRICAL
NOTES

E E K C I FR A
REN. 09/30/27

F E AT ST OF CALI L FEJ
C018223
. O IANR ATZT NS EC Y ED ARC T HI  
PROJECT NUMBER:

SHEET TITLE:

ISSUED FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025

FINISH SCHEDULE
240903
A6.2

EMBELLECE EL CENTRO

TOWN SQUARE

CITY OF EL CENTRO
679 MAIN STREET, EL
CENTRO, CA 92243

FINISH SCHEDULE

MATERIAL TYPE

DESCRIPTION

NAME MANUFACTURER STYLE COLOR LOCATION
CNC 1 CONCRETE DAVIS COLORS N/A 8084 GRAPHITE SEE EXTERIOR ELEVATIONS MTL 1 METAL - FACTORY FINISH - CUSTOM MATCH P-5 SEE EXTERIOR ELEVATIONS MTL 2 METAL - FACTORY FINISH - CUSTOM MATCH P-1 SEE EXTERIOR ELEVATIONS MTL 3 METAL - FACTORY FINISH - CUSTOM MATCH P-4 SEE EXTERIOR ELEVATIONS P 1 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW7003 - TOQUE WHITE SEE EXTERIOR ELEVATIONS P 2 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW7044 - AMAZING GRAY SEE EXTERIOR ELEVATIONS P 3 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW7047 - PORPOISE SEE EXTERIOR ELEVATIONS P 4 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW7048 - URBANE BRONZE SEE EXTERIOR ELEVATIONS P 5 PAINT PRECISION COATINGS SEMI-GLOSS CASINO GOLD METALLIC SEE EXTERIOR ELEVATIONS P 6 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW6640 - TANGERINE 8TH STREET GATEWAY COLUMNS P 7 PAINT SHERWIN WILLIAMS SUPERPAINT EXTERIOR LATEX LOW LUSTRE SW6641 - OUTGOING ORANGE 8TH STREET GATEWAY COLUMNS S 1 STUCCO DRYVIT STRATATONE SANDBLAST NTX 104 - DOVER SKY 8TH STREET GATEWAY COLUMNS T 1 TILE TILEBAR PERGOLA BEAMS 12.5" HEXAGON PORCELAIN MATTE WHITE 8TH STREET GATEWAY COLUMNS

PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.0 STRUCTURAL NOTES 4341 RE* , STERE' 3RO)ESS , ONA L EN* , NEER STA T E O) CA L , )ORN , A S T R U C T U R A L S T E 9 E N ' . R O + < EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

1 0,RA 0ESA %L9'. STE 00 SAN ',E*O CA
11 ..1 :::.:REN*,NEERS.CO0 100% CONSTRUCTION DOCUMENTS 08/01/2025 *ENERAL NOTES 1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS. THESE NOTES TAKE PRECEDENCE OVER ANY OTHER BOOK SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER/ ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF, AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION. 6. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 7. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 CALIFORNIA BUILDING CODE (CBC). 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS, AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 9. SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR. ALSO, SITE VISITS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 10. UNTIL ALL MEMBERS, BOLTS, AND WELDS ARE IN PLACE ACCORDING TO THE PERMITTED DRAWINGS, THE ERECTION OF STEEL IS NOT COMPLETE. THE CONTRATOR/ERECTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS OR OTHER ELEMENTS NEEDED FOR THE ERECTION OPERATION. THE CONTRACTOR/ERECTOR SHALL HIRE A LICENSED ENGINEER TO APPROVE ERECTION SEQUENCE AND PROVIDE ALL DETAILS AND DESIGNS NEEDED FOR TEMPORARY ERECTION SUPPORT. 11. RETAIN A CALIFORNIA REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY BRACING, SHORING, AND SUPPORT REQUIRED DURING CONSTRUCTION, INCLUDING CONSTRUCTION LOADS AND EQUIPMENT. 12. INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME, AND BUILDING DEPARTMENT APPROVAL TIME IN THE COST OF PROPOSED MATERIAL ALTERNATES. CONTACT ENGINEER FOR FEE AMOUNT. SUBMIT MATERIAL ALTERNATE FOR REVIEW BEFORE CONSTRUCTION. 13. STRUCTURAL CAD DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS UNLESS AN AGREEMENT BETWEEN THE STRUCTURAL ENGINEER AND CONTRACTOR HAS BEEN ESTABLISHED ACCORDING TO CASE DOCUMENT . CONTACT ENGINEER FOR FEE AMOUNT. 14. SHOP DRAWINGS: THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. CONTRACTOR SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO ARCHITECT/ENGINEER. THE ARCHITECT'S/ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM THE CONTRACT DOCUMENTS. ALSO, SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS, LACK OF COORDINATION WITH RELEVANT PORTIONS OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS WHEN REQUIRED, OR WHERE DEVIATIONS, MODIFICATIONS, OR SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 15. ANY REFERENCE TO THE WORDS "APPROVED" OR "APPROVAL" IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 16. CONNECTION OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS. THESE ATTACHMENTS SHALL BE DESIGNED TO RESIST ALL GRAVITY, WIND, SEISMIC, THERMAL LOADS, ETC. SPRINKLER PIPING SHALL BE SUPPORTED AND BRACED PER APPLICABLE STANDARDS. SUSPENDED CEILING SYSTEMS OF ACOUSTICAL TILE OR LAY-IN PANELS SHALL BE SUPPORTED AND BRACED PER CURRENT CODE REQUIREMENTS, SEE ARCHITECTURAL DRAWINGS. 'ES,*N CR,TER,A 1. VERTICAL LOADS: A. DEAD LOADS: MARQUEE SIGNAGE…...........30 PSF 8TH STREET SIGNAGE........... 5 PSF TOWN SQUARE ROOF………..27 PSF B. LIVE LOADS: REDUCIBLE UNLESS NOTED OTHERWISE ROOF (FLAT)……………………20 PSF 2. LATERAL LOADS: A. WIND: PER ASCE 7-16 (CBC 2022) BASIC WIND SPEED-3 SECOND GUST (V3s)........... 98 MPH TOPOGRAPHIC FACTOR (Kzt)……………................. 1.0 RISK CATEGORY .......…………….............................. II EXPOSURE CATEGORY………………………............ C ENCLOSURE CLASSIFICATION………………........... ENCLOSED B. SEISMIC: PER ASCE 7-16 (CBC 2022) RISK CATEGORY………………………....................... II SEISMIC IMPORTANCE FACTOR (IE)…………........ 1.0 RHO (N-S)....................................................... 1.0 RHO (E-W)...................................................... 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS= 1.500 G S1= 0.600 G SITE CLASS:…………………………………….............. E SPECTRAL RESPONSE COEFFICIENTS: Sds= 1.200 G Sd1= 0.800 G SEISMIC DESIGN CATEGORY:………………............. D 3. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE A. TOWN SQUARE SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY CANTILEVER COLUMN SYSTEM RESPONSE MODIFICATION FACTOR.................. R=1.25 Omega=1.25 Cd=1.25 SEISMIC RESPONSE COEFFICIENT (Cs).............1.200 Vu=Cs*W=1.2000 W (LRFD) V=Cs*W/1.4=0.857 W (ASD) )OUN'AT,ON 1. THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED WITH BY THE CONTRACTOR. 2. SOILS INFORMATION: SEE SOILS REPORT BY:GEOCON, PROJECT NO. G3418-52-01 DATED:JANUARY 6, 2025 SOIL DESIGN PARAMETERS: SHALLOW FOOTING ALLOWABLE BEARING PRESSURE………...1,500 PSF DRILLED PIER ALLOWABLE SKIN FRICTION CAPACITY................300 PSF DRILLED PIER LATERAL BEARING (PASSIVE) PRESSURE……… 200 PCF MINIMUM CONTINUOUS FOOTING WIDTH………...........................12 INCHES MINIMUM SPREAD FOOTING WIDTH………………...........................24 INCHES BOTTOM OF SHALLOW FOOTINGS SHALL BE AT LEAST 24" INCHES BELOW LOWEST ADJACENT GRADE. BOTTOM OF DRILLED PIER FOOTINGS SHALL BE AT LEAST 15 FEET BELOW LOWEST ADJACENT GRADE. 3. ALL FOUNDATION WORK SHALL BE FOUNDED ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS. 4. ALL SITE SOIL WORK SHALL BE DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER. 5. SOILS ENGINEER SHALL VERIFY IN WRITING TO THE ENGINEER THAT SITE SOIL WORK COMPLIES WITH ALL OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE SOILS REPORT. 6. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT & TRUE TO LINE. 7. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE. 8. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER BEFORE REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAINING WALLS, SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY, OR GREATER AS REQUIRED BY THE SOILS REPORT. 9. BACKFILL FOR ALL RETAINING WALLS SHALL BE NON-EXPANSIVE PERVIOUS MATERIAL APPROVED BY THE SOILS ENGINEER AND SHALL NOT BE PLACED UNTIL MASONRY OR CONCRETE RETAINING MEMBERS HAVE BEEN IN PLACE A MINIMUM OF 14 DAYS AND HAVE OBTAINED 75% OF THE DESIGN STRENGTH. 10. PROVIDE TEMPORARY SHORING FOR ALL WALLS RETAINING EARTH, PRIOR TO BACKFILLING. 11. TEMPORARY SHORING FOR ALL RETAINING WALLS REQUIRING PERMANENT STRUCTURAL SUPPORT AT THE TOP OF THE WALL SHALL REMAIN IN PLACE UNTIL SUCH SUPPORTS ARE INSTALLED, AND IN THE CASE OF CONCRETE SUPPORTS, THE SHORING SHALL REMAIN IN PLACE A MINIMUM OF 7 DAYS AFTER CONCRETE PLACEMENT. REINFORCED CONCRETE (CBC CHAPTER 19) 1. CEMENT SHALL CONFORM TO ASTM C150, TYPE II. 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 3. AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C330. 4. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 5. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES. 6. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF) AND HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: ELEMENT STRENGTH AGG W/C RATIO (MAX) TYPE DRILLED PIERS…………………………….......….3000 PSI 1'' .57 NWT SLAB ON GRADE & MISC…………………………3000 PSI 1'' .45 NWT 7. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR CONCRETE DESIGN STRENGTHS EXCEEDING 2500 PSI. 8. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 7 DAY STRENGTHS ARE A MINIMUM OF SEVENTY PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING SHORING, BRACING, OR TO RECEIVE CONSTRUCTION LOADS. ALSO, SLABS ON GRADE SHALL HAVE A COMPRESSION STRENGTH OF 1800 PSI MINIMUM AT 3 DAYS IF SUBJECT TO CONSTRUCTION TRAFFIC. 9. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED). 10. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLDOWN ANCHORS, AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE. 11. CONCRETE CURING: SEE SPECIFICATIONS. 12. NO CONDUIT PLACED IN A CONCRETE SLAB SHALL HAVE AN OUTSIDE DIAMETER GREATER THAN 1/3 THE THICKNESS OF THE SLAB. NO CONDUIT SHALL BE EMBEDDED IN A SLAB THAT IS LESS THAN 3 1/2" THICK. EXCEPT FOR LOCAL OFFSETS, MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE THREE DIAMETERS ON CENTER. 13. NO CONDUIT SHALL BE PLACED IN THE CONCRETE TOPPING OVER THE STEEL DECKING. 14. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER. 15. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR MOLDS, GROOVES, CLIPS, ORNAMENTS, OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE. 16. CONSTRUCTION JOINTS IN ALL FOUNDATIONS, WALLS, SUPPORTED SLABS, AND CONCRETE FRAMING BEAMS SHALL NOT BE SPACED FURTHER APART THAN 60 FEET IN LENGTH. 17. LOCATION OF ALL CONSTRUCTION, CONTROL, AND WEAKENED PLANE JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO REINFORCEMENT PLACEMENT. 18. ALL CONSTRUCTION JOINTS IN WALLS OR OTHER ELEMENTS NOT HAVING PREFORMED KEYS SHALL BE WIRE BRUSHED AND ROUGHENED TO A MINIMUM AMPLITUDE OF 1/4 INCH, CLEANED, AND MOISTENED IMMEDIATELY PRIOR TO PLACEMENT OF NEW CONCRETE. 19. FOUNDATIONS TO RECEIVE CONCRETE OR MASONRY WALLS: ROUGHEN TOPS OF FOOTINGS TO A MINIMUM AMPLITUDE OF 1/4 INCH AND ABRASIVELY CLEAN. 20. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. MIX DESIGNS SHALL BE DESIGNED AND SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. RE,N)ORC,N* STEEL 1. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60 DEFORMED BARS. 2. BAR REINFORCEMENT THAT IS TO BE WELDED SHALL BE ASTM A706, GRADE 60. BARS TO BE WELDED CONFORMING TO ASTM A615, GRADE 60 MAY BE SUBSTITUTED PROVIDING THAT THE REINFORCEMENT MEETS THE REQUIREMENTS OF ACI 318 SECTION 20.2.2.5(b). 3. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS SPECIFIED IN THE DRAWINGS. 4. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". 5. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM CONCRETE COVER FOR CAST IN PLACE CONCRETE: A. CONCRETE DEPOSITED AGAINST EARTH:....................................... 3” B. CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS:................................................................... 2" #5 BAR AND SMALLER:..................................................................... 1-1/2" C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS AND JOISTS #11 BAR AND SMALLER:................................................................... 1" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES,STIRRUPS, SPIRALS:............. 1-1/2" 7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLDOWN ANCHORS AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE OR GROUT. 8. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE, AND SPACING AS VERTICAL WALL REINFORCING UNLESS OTHERWISE NOTED ON PLANS. 9. FURNISH #3 SPACER TIES AT APPROXIMATELY 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. 10. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 11. WHERE HOOKS ARE ILLUSTRATED AS 90-DEGREE HOOKS, 180 DEGREE HOOKS MAY BE USED IN LIEU OF 90-DEGREE HOOKS. STRUCTURAL STEEL C%C C+A3TER 

1. ALL WORKMANSHIP AND MATERIALS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS SHALL CONFORM TO THE 15th EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 2. MATERIALS: ANGLES & RODS……………..................ASTM A36 .....…….. GRADE 36 PLATES……….................................….. ASTM A572 ....…….. GRADE 50 HSS (TUBES)……………………………... ASTM A500 ..……… GRADE C (FY= 50 KSI) HSS (ROUND)......................................... ASTM A500 ...…….. GRADE C (FY= 46 KSI) PIPE......................................................... ASTM A53 .............. GRADE B (FY= 35 KSI) MACHINE BOLTS………………………… ASTM A307.……….. GRADE A NUTS………………………………..... ASTM A563 ..……… HEX, GRADE A ANCHOR BOLTS/ RODS……………… ASTM F1554 .……… (SEE PLAN FOR GRADE) NUTS………………………………..... ASTM A563 ..……… HEAVY HEX, GRADE A HARDENED WASHERS……………….... ASTM F436 NON-SHRINK GROUT…………………... ASTM C1107.….…... 7000 PSI (NON-METALLIC) 3. ROLLED STRUCTURAL SHAPES SHALL BEAR MILL IDENTIFICATION MARKS IN CONFORMANCE WITH ASTM A6. HSS (TUBES AND ROUNDS) SHALL BEAR MILL IDENTIFICATION IN ACCORDANCE WITH ASTM A500 AND HSS (PIPES) IN ACCORDANCE WITH ASTM A53. 4. PROVIDE HARDENED WASHERS AS REQUIRED PER THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM F3125 GR. A325 OR GR. A490 BOLTS BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. 5. BOLT HOLES: A. TYPICAL STEEL TO STEEL CONNECTIONS……….. BOLT DIAMETER + 1/16 INCH B. ANCHOR BOLTS (RODS) & WASHERS……………….PER AISC TABLE 14-2 U.O.N. ON PLANS C. ALL CONNECTIONS MAY BE SNUG-TIGHTENED UNLESS OTHERWISE NOTED. 7. NON- SHRINK GROUT SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS BEFORE PLACEMENT OF NON-SHRINK GROUT WITHOUT TAKING MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOAD. 8. ALL WELDING SHALL BE DONE BY THE FLUX-CORE PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E70XX (LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1 AND AWS D1.4 AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. 9. WHERE WELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF THE JOINT. 10. WHERE MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, PROVIDE MINIMUM AISC WELD. 11. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1704.2.5.1. 12. ALL FULL PENETRATION CONNECTIONS SHALL BE ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO LATEST EDITION OF AWS D1.1.. 13. STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION SHALL BE TEMPORARY AND NOT EXCESSIVE. STRESSES AT ALL TIMES SHALL BE LESS THAN DESIGN AND ALLOWABLE STRESSES. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEEL WORK SHALL NOT BE IMPAIRED DUE TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURES. THROUGHOUT THE COMPLETE PROCESS, THE STABILITY OF INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED. 14. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL BE PROVIDED AT NO ADDITIONAL COST AND SHALL BE REMOVED UNLESS APPROVED BY THE OWNER IN WRITING. 15. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL BE PROVIDED TO THE CITY BUILDING DIVISION FOR ALL STEEL DELIVERED TO THE JOB SITE PRIOR TO REQUESTING INSPECTIONS FOR STEEL FRAME, FLOOR SHEATHING, OR ROOF SHEATHING INSPECTION, WHICHEVER OCCURS FIRST. 16. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE FABRICATION. 17. ALL EXTERIOR EXPOSED STEEL SHALL BE PAINTED OR GALVANIZED. SEE ARCHITECTURAL DRAWINGS FOR REQUIREMENTS. 18. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP.

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.1 STRUCTURAL NOTES 4341 RE* , STERE'
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11 ..1 :::.:REN*,NEERS.CO0 100% CONSTRUCTION DOCUMENTS 08/01/2025 S3EC,AL ,NS3ECT,ONS TEST,N* C%C C+A3TER 1

1. SPECIAL INSPECTIONS AND TESTING SHALL MEET THE REQUIREMENTS OF CBC CHAPTER 17. 2. SPECIAL INSPECTORS SHALL: A. BE EMPLOYED BY THE OWNER AND ACT AS THE OWNER'S AGENT PER CBC SECTION 1704.2. B. BE CERTIFIED BY THE BUILDING DEPARTMENT TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. C. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS. D. FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE ENGINEER AND BUILDING DEPARTMENT PER CBC SECTION 1704.2.4. E. SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT (FIELD INSPECTION DIVISION) A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION, STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. 3. SUMMARY OF CONTINUOUS AND PERIODIC INSPECTIONS: A. CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CBC SECTION 110. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE. B. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 5. OFF-SITE FABRICATION: A. FABRICATOR SHALL SUBMIT APPLICATION TO THE BUILDING OFFICIAL (FIELD INSPECTION DIVISION) FOR APPROVAL PRIOR TO FABRICATION. B. FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION TO THE BUILDING OFFICIAL (FIELD INSPECTION DIVISION) PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. STRUCTURAL O%SER9AT,ON C%C C+A3TER 1

1. DEFINITION: THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY CBC SECTION 110, 1704 OR OTHER SECTIONS OF THE CODE. 2. IN ACCORDANCE WITH CBC SECTION 1704.5 THE ENGINEER REQUIRES OBSERVATION DURING CONSTRUCTION OF THE FOLLOWING: A. FOUNDATION EXCAVATION AND REINFORCEMENT B. PARTIAL FRAMING STEEL CONNECTIONS NOTCHED BEAMS AND STUDS REINFORCING STEEL C. FINAL FRAMING METAL STUD SEATING 3. NOTIFICATION: 48 HOURS BEFORE REQUIRED OBSERVATION. DELINQUENT NOTIFICATION MAY REQUIRE DEMOLITION OF COVERED MATERIALS FOR OBSERVATION. 4. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVERS KNOWLEDGE, HAVE BEEN RESOLVED. 3ER0,T NOTES 1. NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF CITY OF EL CENTRO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUBCONTRACTOR/OWNER-BUILDER BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF EL CENTRO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL

TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF EL CENTRO, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF EL CENTRO, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENTS. 5. THE FABRICATOR MUST BE APPROVED BY THE CITY OF EL CENTRO, DEVELOPMENTSERVICES, FOR FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATORS SHOP. 6. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 7. FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 8. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 9. A PROPERTY-OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. :OO' C%C C+A3TER 

1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) OR LARCH GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLIB & WWPA) THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS20 OR EQUIVALENT. 2. WOOD GRADES: A. FOR HORIZONTAL MEMBERS: 3 X & LARGER BEAMS & HEADERS:..............GRADE #1 2 X:.....................................................................GRADE #2 B. FOR VERTICAL MEMBERS: 2 X & 3X STUDS:...............................................GRADE #2 4 X & LARGER STUDS OR POSTS...................GRADE #1 3. APA RATED SHEATHING CONFORMING TO APA DOC PS-1 OR PS-2 SHALL BE USED FOR FLOOR, ROOF, AND WALL SHEATHING IN ACCORDANCE WITH CBC SECTION 2303.1.5. 4. NOTCHING AND BORING OF STUDS AND JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 5. AS A MINIMUM, ALL NAILING SHALL BE WITH COMMON NAILS, EXCEPT AS NOTED IN CBC TABLE 2304.10.2. 6. BOLTS: ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NOMINAL BOLT DIAMETERS. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. THREAD PROJECTION SHALL BE 1/16 INCH MINIMUM. ALL NUTS SHALL BE TIGHTENED WHEN INSTALLED AND RE-TIGHTENED AT THE COMPLETION OF WORK OR BEFORE CLOSING IN. 7. MACHINE BOLT ANCHOR BOLTS SHALL BE PROVIDED WITH FULL BODY DIAMETER AS FOLLOWS: NOMINAL SIZE BODY OR SHANK DIAMETER (INCHES) (INCHES) MAX MIN 1/2 0.500 0.515 0.482 5/8 0.625 0.642 0.605 3/4 0.750 0.768 0.729 7/8 0.875 0.895 0.852 1 1.000 1.022 0.976 A. ADOPTED FROM ANSI B18.2.1. B. FOR BOLT DIAMETERS NOT INDICATED, REFER TO ASME B18.2.1 AND B18.2.6. C. THE BODY AND SHANK OF A BOLT IS THE SMOOTH PORTION BETWEEN THE HEAD AND THE THREADS. 10. LAG SCREWS: SHALL BE FULL BODY DIAMETER ACCORDING TO ANSI B18.2.1 PRE-DRILL LEAD WITH A BIT SIZE OF 40% TO 70% OF THE SHANK DIAMETER FOR THE THREADED PORTION. CLEARANCE HOLE TO BE THE SAME LENGTH AND DIAMETER AS THE UN-THREADED SHANK. LUBRICATE LAGS AND SCREW INTO PLACE. 11. WOOD SCREWS SHALL BE CUT THREAD ACCORDING TO ANSI B18.6.1 12. WASHERS: ALL BOLT HEADS, LAG SCREWS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. SEE SHEARWALL SCHEDULE FOR ADDITIONAL SILL PLATE WASHER REQUIREMENTS. 13. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY" LATEST CATALOG OR ENGINEER APPROVED EQUAL. SUBMIT LOAD COMPARISONS WITH CATALOG AND ICC REPORTS TO THE ENGINEER FOR APPROVAL. 14. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2X MINIMUM (SAME WIDTH AS STUDS), LAP 48" (MINIMUM), WITH NOT LESS THAN 6-16D NAILS AT EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 15. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19%. 16. OVER DRIVING OF NAILS THROUGH SHEARWALL, ROOF, OR FLOOR SHEATHING IS NOT ALLOWED. NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH THE SURFACE OF SHEATHING. 17. MACHINE APPLIED NAILING TO WOOD FRAMING OR PLYWOOD: SUBJECT TO SATISFACTORY JOB SITE DEMONSTRATION FOR THIS PROJECT AND APPROVAL BY THE ENGINEER AND BUILDING DEPT.. IF NAIL-HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY AND MACHINE NAILING SHALL BE DISCONTINUED. 18. FASTENERS, NAILS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A-653 HOT DIPPED ZINC COATED GALVANIZED OR SHALL BE STAINLESS STEEL. COL')OR0E' STEEL )RA0,N* C%C C+A3TER 

1. MANUFACTURE, AND INSTALLATION OF LIGHT GAUGE, COLD-FORMED STEEL JOISTS, PURLINS, AND STUDS SHALL CONFORM WITH CBC CHAPTER 22 SECTION 2210. 2. STRUCTURAL LIGHT GAUGE STUDS, TRACK, BRIDGING, AND ACCESSORIES SHALL BE AS SPECIFIED IN THE “STEEL FRAMING INDUSTRY ASSOCIATION" SFIA TECHNICAL GUIDE (ESR-4205) OR AN ENGINEER APPROVED EQUAL AND BE FABRICATED USING THE FOLLOWING MATERIALS: A. 12, 14 AND 16 GAUGE MEMBERS: GRADE 50 (50 KSI) B. 18 AND 20 GAUGE MEMBERS: GRADE 33 (33KSI) 3. ALL WELDING SHALL BE IN CONFORMANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE -- SHEET STEEL." QUALIFICATION OF WELDERS SHALL BE IN ACCORDANCE WITH AWS D1.1, CHAPTER 5, PART C, "WELDER QUALIFICATION." USE E60XX MINIMUM ELECTRODES AND COMPLY WITH THE APPROPRIATE AWS STANDARD. 4. PROVISION FOR POSSIBLE VERTICAL MOVEMENT OF FLOORS AND ROOFS AT WALLS SHALL BE BY USE OF SLIP TRACK. STUDS IN SLIP TRACK SHALL NOT BE INSTALLED UNTIL ALL DEAD LOADS ARE IN PLACE. 5. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED UNTIL ERECTION IS COMPLETE AND SAFELY SECURED TO STRUCTURE. 6. ALL FLOOR, CEILING, AND ROOF JOISTS SHALL BE UNPUNCHED. 7. WALL BRIDGING MUST OCCUR WHEN STUDS ARE NOT BRACED BY WALL FINISHES ON BOTH SIDES OF THE WALL. 8. MEMBER IDENTIFICATION SHALL BE AS FOLLOWS: 600S162-54: 600 S 162 54 A B C D A. MEMBER DEPTH: (EXAMPLE: 600 = 600/100 = 6'') FOR ALL ''T'' SECTIONS MEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION. B. STYLE: S= STUD T= TRACK C. FLANGE WIDTH: (EXAMPLE: 162 = 1 5/8'') ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. D. MATERIAL THICKNESS: (EXAMPLE: 54 = 54 MILS = 0.054 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. 9. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER BEFORE INSTALLATION. SELF-TAPPING SCREWS (STS) 1. MATERIALS: SELF-DRILLING, SELF-TAPPING SCREWS (NOTED STS OR S.T.S. ON PLANS) SHALL BE ITW BUILDEX 'TEKS' SCREWS (ESR 1976) OR APPROVED EQUAL. 2. FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH ESR 1976 AND MANUFACTURER GUIDELINES. 3. SCREWS SHALL HAVE APPROPRIATE LENGTH TO PROTRUDE THREE THREADS PAST THE BACK SIDE OF THE SUPPORTING MEMBER. 4. SCREWS ATTACHING TO HOT-ROLLED STEEL SHAPES THICKER THAN 1/4" SHALL HAVE MINIMUM 24 THREADS PER INCH (TPI). CONCRETEE3O;< ANC+ORE' RE,N)ORCE0ENT T+REA'E' RO'S 1. SPECIAL INSPECTION IS REQUIRED. 2. MATERIALS: (ICC ESR 3814) EPOXY ADHESIVE………………HILTI…………..HIT RE-500 V3 3. INSTALLATION OF REINFORCEMENT AND THREADED RODS: A. SHALL BE IN ACCORDANCE WITH ICC ESR 3814. B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15. C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A STEEL WIRE BRUSH FOR STANDARD EQUIPMENT AND ANCHORS. 4. DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 21 DAYS OLD. 5. ANCHORS SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED ON PLANS AND DETAILS. S+OT3,NS 3O:'ER 'R,9EN )ASTENERS 1. MATERIALS: SHOTPINS…………………… HILTI 'X-U' (U.O.N.) ICC-ESR-2269 SHANK DIAMETER………….0.157 INCHES 2. INSTALLATION INTO MASONRY EMBED (IN) EDGE MIN (IN) SPACING MIN (IN) PER DETAIL 4 SEE NOTE 8 3. INSTALLATION INTO CONCRETE EMBED (IN) EDGE MIN (IN) SPACING MIN (IN) PER DETAIL 3 4 4. INSTALLATION INTO STEEL EMBED (IN) EDGE MIN (IN) SPACING MIN (IN) SEE NOTE 5 1/2 1 5. FASTENERS SHALL BE DRIVEN TO A PENETRATION WHERE THE SHANK PIERCES THROUGH STEEL BASE MATERIAL, UNLESS USING 3/4 INCH OR GREATER STEEL THICKNESS PROVIDE 1/2 INCH PENETRATION. 6. QUALIFICATION FOR USE OF ALL POWDER ACTUATED TOOLS SHALL MEET ANSI A10.3 STANDARD AS REQUIRED BY THE MANUFACTURER AND SHALL MEET OSHA REQUIREMENTS. 7. WHEN INSTALLING SHOTPINS, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE SHOTPIN AND THE REINFORCING BAR. 8. NO MORE THAN ONE FASTENER MAY BE INSTALLED IN AN INDIVIDUAL CMU CELL AND BE LOCATED A MINIMUM OF 1" FROM MORTAR JOINTS.. 9. FASTENERS ARE TO BE DRIVEN INTO THE CONCRETE AND MASONRY AFTER THE CONCRETE OR MORTAR AND GROUT ATTAIN THEIR SPECIFIED STRENGTH. 10. CONCRETE THICKNESS MUST BE A MINIMUM OF 3 TIMES THE EMBEDMENT DEPTH OF THE FASTENER. 11. FASTENERS SHALL NOT BE USED FOR ATTACHMENT OF PRESERVATIVE-TREATED OR FIRE-RETARDANT- TREATED LUMBER. CONCRETEE;3ANS,ON ANC+ORS 1. SPECIAL INSPECTION IS REQUIRED. 2. MATERIALS: (ICC ESR 4266) HILTI ANCHORS…….. ICC ESR 4266……………….....KWIK-BOLT TZ2 3. INSTALLATION: ANCHOR DIA. ANCHOR TORQUE ANCHOR TORQUE MIN EMBED(8) NOMINAL EMBED (CARBON STL) (STAINLESS STL.) 1/4" 4 ft-lb 6 ft-lb 1 1/2" 1 3/4" 3/8" 30 ft-lb 30 ft-lb 1 1/2" 1 7/8" 1/2" 50 ft-lb 40 ft-lb 2" 2 1/2" 5/8" 40 ft-lb 60 ft-lb 2 3/4" 3 1/4" 3/4" 110 ft-lb 125 ft-lb 3 1/4" 4" A. SHALL BE IN ACCORDANCE WITH ICC ESR 4266. B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI B212.15. DRILL BIT SIZE IS EQUAL TO ANCHOR DIAMETER. C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A STEEL WIRE BRUSH. HOLE DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS. 4. CONCRETE SHALL ATTAIN THE MINIMUM DESIGN STRENGTH PRIOR TO INSTALLATION. 5. PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS (PER ASTM B-695) WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS. 6. TESTS AND INSPECTIONS SHALL MEET THE REQUIREMENTS OF CBC 1910.5. 7. ANCHORS SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED ON PLANS AND DETAILS. 8. EMBEDMENT REFERS TO FINAL INSTALLED EFFECTIVE DEPTH "Hef" AS DEFINED IN THE PRODUCT REPORT. REQUIRED ANCHOR HOLE DEPTH MAY BE DEEPER. 9. EMBEDMENTS SPECIFIED ON PLANS AND DETAILS ARE NOMINAL EMBEDMENTS (U.O.N.)

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.2 STRUCTURAL NOTES 4341 RE* , STERE' 3RO)ESS , ONA L EN* , NEER STA T E O) CA L , )ORN , A S T R U C T U R A L S T E 9 E N ' . R O + < EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

1 0,RA 0ESA %L9'. STE 2 SAN ',E*O CA
211 ..1 :::.:REN*,NEERS.CO0 100% CONSTRUCTION DOCUMENTS 08/01/2025 TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD IBC REFERENCE 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. --- X ACI 318: 26.11.1.1 --- 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS . --- X ACI 318: 26.10.2 --- 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. --- X ACI 318: CH. 26.9 --- ACI 318: 26.10.1 --- ACI 318: 26.10.1 (g) --- XX 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. --- X ACI 318: 26.5.3 1908.9 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X --- ACI 318: 26.5.2 1908.6 1908.7 1908.8 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 1908.10 ASTM C 172 ASTM C 31 ACI 318: 26.5.3, 26.12 X --- 5. VERIFYING USE OF REQUIRED DESIGN MIX. --- X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBER. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A. X ACI 318: 26.13.3.2 (e) --- 3. INSPECT ANCHORS CAST IN CONCRETE. --- X ACI 318: 26.13.3.3 --- 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706; B. INSPECT SINGLE-PASS FILLET-WELDS, MAXIMUM 5/16" AND C. INSPECT ALL OTHER WELDS. --- AWS D1.4 ACI 318: 26.5.2 --- X 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. --- X ACI 318 CH. 20, 25.2, 25.3, 26.13.3.2 1908.4 X X X ACI 318: 26.13.3.3 9. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRE-STRESSING FORCES AND B. GROUTING OF BONDED PRESTRESSING TENDONS. --- a. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 26.13 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK. TA%LE 1. 222 C%C221 ,%C
RE4U,RE' 9ER,),CAT,ON AN' ,NS3ECT,ON O) CONCRETE CONSTRUCT,ON 1. IN-PLANT REVIEW INSPECTION OF FABRICATION/QUALITY CONTROL IN ACCORDANCE WITH SECTION 1704.2.5. (EXCEPTION: WHERE FABRICATOR IS APPROVED IN ACCORDANCE WITH SECTION 1704.2.5.1.) --- X TYPE CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED SECT,ON 1.2. 222 C%C221 ,%C
RE4U,RE' 9ER,),CAT,ON AN' ,NS3ECT,ON O) )A%R,CAT,ON 1. MATERIAL IDENTIFICATION AND TESTING OF HIGH STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURE'S CERTIFICATE OF COMPLIANCE REQUIRED. RCSC: 1.5, AISC 360: A3.3, J3.1 AND APPLICABLE ASTM MATERIAL STD'S --- X --- X --- TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD CBC REFERENCE 3. MATERIAL IDENTIFICATION AND TESTING OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360. B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. C. MANUFACTUR'S CERTIFIED TEST REPORTS. --- X AISC 360: A3.1 --- X APPLICABLE ASTM MATERIAL STD'S --- X 4. MATERIAL IDENTIFICATION OF WELDING CONSUMABLES AND TESTING OF WELDED ELEMENTS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. AISC 360, A3.5 & N3.2 & APPLICABLE AWS A5 DOCUMENTS --- X --- X --- --- 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS. 2) MULTIPASS FILLET WELDS. 3) SINGLE PASS FILLET WELDS > 5/16" 4) PLUG AND SLOT WELDS. 5) SINGLE-PASS FILLET WELDS < 5/16" 6) FLOOR AND ROOF DECK WELDS. --- X --- X X --- X --- X --- X --- AISC 360: J2, M2.4, & M4.5, AWS D1.1 AWSD1.8 1705.2.1, 1705A.2.5 AWS D1.3, SDI QA/QC B. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT. 4) OTHER REINFORCING STEEL. --- X --- X X --- X --- AWS D1.4 ACI 318:18.2.8, 25.5.7.2, 26.6.4.1 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: A. DETAILS SUCH AS BRACING AND STIFFENING. B. MEMBER LOCATIONS. C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. --- X --- X --- X FOR SI: 1 INCH = 25.4 MM. a. WHERE APPLICABLE. SEE SECTION 1705A.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. TA%LE 1A.2.1 222 C%C221 ,%C
RE4U,RE' 9ER,),CAT,ON AN' ,NS3ECT,ON O) STEEL CONSTRUCT,ON RCSC: 1.5 & 2.1; AISC 360: A3.3 & N3.2 2202A.1, [DSA-SS/CC] 2202.1 RCSC: 7.2, APPLICABLE ASTM MATERIAL STD'S --- --- C. TESTING OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS. 2213A.1, [DSA-SS/CC] 2212.6.1 D. TESTING OF UNIDENTIFIED STEEL. --- --- APPLICABLE ASTM MATERIAL STD'S 2202A.1, [DSA-SS/CC] 2202.1 2202A.1, [DSA-SS/CC] 2202.1 AISC 360: A3.1 & N3.2 --- 2202A.1, [DSA-SS/CC] 2202.1 C. NONDESTRUCTIVE TESTING OF WELDED JOINTS. --- --- AISC 360: N3.2 AISC 360: N5.5 1705A.2.1, 1705A.2.2 1705A.2.5 7) END-WELDED STUDS. --- X AWS D1.1 1705A.2.5, 2213A.2, [DSA-SS/CC] 2212.6.2 8) WELDED SHEET STEEL FOR COLD-FORMED FRAMING MEMBERS. --- X AWS D1.3 1705A.2.5, 1705A.2.4.1 --- 1705.3.1, 1903A.8 5) TESTS OF REINFORCING BARS. --- --- --- 1910A.2, [DSA-SS/CC] 1909.2.4 AISC 360: N5.8 1705A.2.1 a 1. VERIFY MATERIALS BELOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. --- X TYPE CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. --- X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. --- X 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THE SITE HAS BEEN PREPARED PROPERLY . --- X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X --- TA%LE 1. 222 C%C221 ,%C
RE4U,RE' 9ER,),CAT,ON AN' ,NS3ECT,ON O) SO,LS CONSTRUCT,ON VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. FIELD INSPECTION OF INSTALLATION OF ANCHORS TO MEET MANUFACTURER REQUIREMENTS. X --- RE4U,RE' 9ER,),CAT,ON AN' ,NS3ECT,ON O) A'+ES,9E E3O;<
OR E;3ANS,ON ANC+ORS ,N CONCRETE AN' 0ASONR< A.B. ANCHOR BOLT ABV. ABOVE ADD'L. ADDITIONAL ADJ. ADJACENT ALT. ALTERNATE ARCH. ARCHITECT ARCH'L. ARCHITECTURAL BLW. BELOW B.F. BRACED FRAME BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM B.N. BOUNDARY NAILING B.O.F. BOTTOM OF FOOTING BR. BRACE BRDG BRIDGE(ING) BRG. BEARING (B) BOTTOM BTWN. BETWEEN C. CAMBER(ED) CANT. CANTILEVERED C.F. CUBIC FEET(FOOT) CFS COLD-FORMED STEEL C.G. CENTER OF GRAVITY C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT C.L. CENTER LINE CLG. CEILING CLR. CLEAR CMU CONC. MASONRY UNIT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CTSK COUNTERSINK CTR CENTER(ED) C.Y. CUBIC YARD d PENNY(NAILS) DBL. DOUBLE D.F. DOUGLAS FIR DIA. DIAMETER DIAG DIAGONAL DIAPH. DIAPHRAGM DIM. DIMENSION DN. DOWN DP (D) DEEP(DEPTH) DWG. DRAWING(S) DWL. DOWEL(S) E.F. EACH FACE E.J. EXPANSION JOINT ELEV. ELEVATION ELEC. ELECTRICAL EMBED. EMBEDMENT E.N. EDGE NAIL ENG. ENGINEER E.O.D. EDGE OF DECK E.O.S. EDGE OF SLAB EQ. EQUAL EQPT. EQUIPMENT E.S. EDGE SCREW E.W. EACH WAY EXP. EXPANSION EXIST EXISTING (E) EXISTING EXT. EXTERIOR FAB. FABRICATION FDN. FOUNDATION FIN. FINISH(ED) F.F. FINISH FLOOR FLG. FLANGE FLR. FLOOR F.N. FIELD (FACE) NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.O.W. FACE OF WALL FRM. FRAME FRMG FRAMING F.S. FAR SIDE FT.(') FOOT (FEET) FTDF FIRE-RETARDANT TREATED DOUGLAS FIR FTG. FOOTING GA. GAUGE GALV. GALVANIZED G.B. GRADE BEAM GLB GLUED LAMINATED BEAM GR. GRADE GYP. GYPSUM WALLBOARD HD HOLD DOWN HDR. HEADER HGR. HANGER HORIZ. HORIZONTAL (H) HORIZONTAL HSB HIGH STRENGTH BOLT HSS HOLLOW STRUCTURAL SECTION HT. HEIGHT I.D. INSIDE DIAMETER I.E. INVERT ELEVATION I.F. INSIDE FACE IN.(") INCH(S) INT. INTERIOR JST. JOIST JT. JOINT K KIPS(1000) LAT. LATERAL LB(#) POUNDS LDGR. LEDGER L.F. LINEAL FEET(FOOT) LONG. LONGITUDINAL LGTH. LENGTH LLH LONG LEG HORIZ. LLV LONG LEG VERT. LT. WT. LIGHT WEIGHT L.S. LAG SCREW MAS. MASONRY MAT'L. MATERIAL MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MEZZ. MEZZANINE MFR. MANUFACTURER MISC. MISCELLANEOUS MTL. METAL (N) NEW NO.(#) NUMBER N.S. NEAR SIDE N.T.S. NOT TO SCALE NWT. NORMAL WEIGHT O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OPPOSITE HAND OPNG OPENING ORNT. ORIENTATE(ION) O.W.J. OPEN WEB JOISTS O.W..J. OPEN WEB STEEL JOISTS PAR. (//) PARALLEL P/C PRECAST CONCRETE PERP. PERPENDICULAR PL. PLATE PNL. PANEL P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED P.T.D.F. PRESSURE TREATED DOUGLAS FIR P/T POSTTENSIONED P/S PRE-STRESSED QTY. QUANTITY RAD. (R) RADIUS REF. REFERENCE REINF. REINFORCEMENT(ING) REQ'D. REQUIRED M.F. MOMENT FRAME R.O. ROUGH OPENING SCH. SCHEDULE SHR. SHEAR SHT. SHEET SHTG. SHEATHING SIM. SIMILAR SKW. SKEW(ED) SMS SHEET METAL SCREWS SPEC. SPECIFICATION(S) SQ. SQUARE SS SELECT STRUCTURAL STD. STANDARD STG. STRONG STGR. STAGGER(ED) STIFF. STIFFENER(S) STIR. STIRRUP(S) STL. STEEL STRUC. STRUCTURAL STS SELF-DRILLING (SELF-TAPPING) SCREWS SUSP SUSPENDED SYM. SYMMETRICAL T & B TOP AND BOTTOM TEMP. TEMPERATURE T & G TONGUE AND GROOVE THK. THICK(NESS) THRD. THREADED TEMP. TEMPORARY T.N. TOE NAIL T.O.C. TOP OF CONCRETE T.O.F. TOP OF FOOTING T.O.P. TOP OF PARAPET T.O.S. TOP OF SHEATHING T.S. TOP OF STEEL T.O.W. TOP OF WALL TRANS. TRANSVERSE TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. (V) VERTICAL VIF VERIFY IN FIELD W/ WITH WD. WOOD W.F. WIDE FLANGE W.P. WORK POINT WPJ WEAKENED PLANE JOINT W.S. WOOD SCREW(S) WT. WEIGHT WWF WELDED WIRE FABRIC X-STG EXTRA STRONG XX-STG DOUBLE EXTRA STRONG A%%RE9,AT,ONS

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

1 2
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9 11 12 PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.3 TYPICAL DETAILS 4341

REG I STERED
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U R A L

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D . R O H Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY 9915 MIRA MESA BLVD. STE 200 SAN DIEGO, CA 92131 858.536.5166 WWW.WRENGINEERS.COM 100% CONSTRUCTION DOCUMENTS 08/01/2025 TYP. TRENCH SLAB INFILL SAWCUT (E) SLAB (E) CONC. SLAB ON GRADE #4 @ 18" CONT. (2 MIN.) #4 DOWEL @ 18" (STGRD.) SET IN EPOXY ADHESIVE PER GENERAL NOTES @ CENTER OF SLAB3" EMBED. TYP. (NO PULL TESTING REQ'D) (E) CONC. SLAB ON GRADE #4 CONT. @ 18" EA. WAY DRILL & EPOXY INTO ADJ. (E) SLAB WHERE OCCURS. 3" EMBED. TYP. TYP. SLAB INFILL (NO PULL TESTING REQ'D) LAP PER 12 S1.3 2'-0" MIN. INSTALL VAPOR BARRIER PER ARCH'L & LAP W/ EXISTING IF OCCURS INSTALL VAPOR BARRIER PER ARCH'L & LAP W/ EXISTING IF OCCURS NOTES: 1. LAP SPLICE LENGTHS FOR GRADE 60 REINFORCING BAR. 2. LAP SPLICE LENGTHS FOR NORMAL WEIGHT CONCRETE 3. LAP SPLICE LENGTHS FOR CLASS B LAPS = 1.3 ld. 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. 5. LAP SPLICE LENGTHS ARE BASED ON THE TYPE OF STRUCTURAL ELEMENT AS FOLLOWS: BEAMS OR COLUMNS: COVER AT LEAST 1.0db AND CENTER TO CENTER SPACING AT LEAST 2.0db. ALL OTHERS: COVER AT LEAST 1.0db AND CENTER TO CENTER SPACING AT LEAST 3.0db. #3 28 22 #4 37 29 #5 47 38 #6 56 43 BAR SIZE #7 81 63 #8 93 72 #9 105 81 #10 118 91 #11 131 101 f'c=3000 PSI TOP BARS (IN.) OTHER BARS (IN.) 24 19 32 25 40 31 48 37 70 54 80 62 91 70 102 79 113 87 f'c=4000 PSI TOP BARS (IN.) OTHER BARS (IN.) REBAR LAP SCHEDULE (CONCRETE) STIRRUPS, TIES, HOOPS & CROSS-TIES INDICATES 135DEG BEND IN PLANE OF DRAWING (MIN)
(MIN) (MIN) NOTE: ALL DIMENSIONS GIVEN ARE IN INCHES.
b
b REINFORCING BAR BENDS & HOOKS INDICATES 180DEG BEND IN PLANE OF DRAWING INDICATES 135DEG OR 180DEG BEND PERPENDICULAR TO PLANE OF DRAWING INDICATES OFFSET IN PLANE OF DRAWING PLANE OF DRAWING INDICATES 90DEG BEND PERPENDICULAR TO INDICATES 90DEG BEND IN PLANE OF DRAWING LEGEND FOR REINF. BENDS (NOT SHOWN TO SCALE) 180° HOOK 135° HOOK 90° HOOK d
b
d
d
D
L
D
L
L
D (1) USE 3 3/4" IN CONC. BLK. CONSTRUCTION (1)
------ 12 10 1/2
94 44
6 5 1/4 4 1/2 444
6 5 1/4 4 1/2 2 1/22 1 1/2 2721 17 15 1/4 13 1/2 12 10 1/2 9 7 1/2 6
- 4 1/2
97 5 3/4 5 1/4 4 1/2 4 3 1/2
3 2 1/2 2 1/2 2 1/2 24 18 1/4 12 10 3/4 9 1/2 6 5 1/4 4 1/2 3 3/4 3 2 1/4 #8#7#6#5#4#3#18 #14#11 #10#9#8#7#6#5#4#3STIRRUPS, TIES, HOOPS & CROSS-TIES BARS OTHER THAN "L" 90DEG "L" 135DEG "L" 180DEG "D" SIZE BAR ---------- BEAM STIRRUP OR HOOP COLUMN TIE OR HOOP CAP BAR (WHERE OCCURS) 135 DEG HOOK ALL HOOKS & BENDS AROUND LG. REINF CONTINUOUS CLOSED TIE CROSS TIE (WHERE OCCURS) 90 DEG HOOK ONE END ONLY (ALTERNATE ENDS) 135 DEG HOOK 135 DEG HOOK 135 DEG HOOK AROUND LG. REINF ALL HOOKS & BENDS TYP. STIRRUP, TIE, HOOP OR CROSS-TIE NOTE: ALL HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH REINFORCING BAR BENDS DETAIL ON THIS SHEET. 90DEG HOOK ONE END ONLY (ALTERNATE ENDS AT INTERIOR BEAMS - LOCATE ON SLAB SIDE OF EDGE BEAMS)

NOT USEDNOT USED

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NOT USED

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.4 TYPICAL DETAILS 4341 5E* I STE5ED
P52)
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S I 21A L E1* I 1EE5

STA T E
2)
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L I )251 I A
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8 5 A L
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1 D . 5 2 + Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

1 0I5A 0ESA %L9D. STE  SA1 DIE*2 CA
11 ..1 :::.:5E1*I1EE5S.C20 100% CONSTRUCTION DOCUMENTS 08/01/2025 1 

4 




1 11 1 WOOD STUDS (AS OCCURS) TYP. :22D ST8D %AC.I1* DETAIL 4x BLK'G. W/ 'A34' T&B W/ 8-8d NAILS (TYP.) TA%LE 12. 4.1. )ASTE1I1* NOTES: CONNECTION 22. JOISTS TO SILL TOP PLATE OR GIRDER, TOENAIL 27. BRIDGING TO JOIST, TOENAIL EACH END 24. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 25. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 14. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 15. SOLE PLATE TO JOIST RIM JOIST OR BLOCKING, AT BRACED WALL PANELS 16. TOP PLATE TO STUD, END NAIL 17. STUD TO SOLE PLATE 8. DOUBLE STUDS, FACE NAIL 12. DOUBLED TOP PLATES, TYPICAL FACE NAIL 13. DOUBLE TOP PLATES, LAP SPLICE (24" MIN. LAP) 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL EA. END 23. RIM JOIST OR BLOCKING TO TOP PLATE, TOENAIL 18. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 10. CONTINUOUS HEADER, TWO PIECES OF 2x, FACE NAIL. 4. CEILING JOISTS TO TOP PLATE, TOENAIL 11. CONTINUOUS HEADER TO STUD, TOENAIL 5. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL (NOT ATTACHED TO PARALLEL RAFTERS) 6. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 7. RAFTER TO TOP PLATE, TOENAIL 19. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 20. 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL 21. 1" x 8" & WIDER SHEATHING TO EACH BEARING, FACE NAIL 9. BUILT-UP CORNER STUDS FASTENING (a) 3-8d 2-8d 2-8d 2-16d 16d AT 16" O.C. 2-16d PER 16" 2-16d 4-8d, TOE NAIL OR 2-16d, END NAIL 16d AT 24" O.C. 16d AT 16" O.C. 8-16d 3-8d 8d AT 6" O.C. 2-16d 16d @ 16" ALONG EACH EDGE 3-8d 4-8d 3-16d PER TABLE 2308.7.3.1 2-8d 2-8d 3-8d 16d AT 16" O.C. (U.O.N.) 3-8d (1 ON ONE SIDE/ 2 ON OPPOSITE SIDE) a. COMMON NAILS SHALL BE USED. 8d COMMON NAILS TO BE 2 1/2x0.131" 16d COMMON NAILS TO BE 3 1/2x0.162" 2. BLOCKING BETWEEN RAFTERS NOT AT TOP PLATE, TOENAIL EA. END 2-8d 3. FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL 16d AT 6" O.C. 26. JOIST TO RIM JOIST, END NAIL 3-16d 12T 8SED12T 8SED
12T 8SED
12T 8SED
12T 8SED
12T 8SED12T 8SED
12T 8SED
12T 8SED
12T 8SED

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S1.5 TYPICAL DETAILS 4341 5E* I STE5ED P52)ESS I 21A L E1* I 1EE5 STA T E 2) CA L I )251 I A S T 5 8 C T 8 5 A L S T E 9 E 1 D . 5 2 + Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

15 0I5A 0ESA %L9D. STE  SA1 DIE*2 CA
11 5.5.51 :::.:5E1*I1EE5S.C20 100% CONSTRUCTION DOCUMENTS 08/01/2025 1    5    11 1 TYPICAL %AC.I1* PLATE 600S162-54 (50 KSI) MTL. STUD W/ 3-#10 S.M.S. PER STUD. (NOTCH BLK'G AT STUDS) (E) OR (N) MTL. STUDS @ 16" (DO NOT CUT STUDS) ST58CT85AL LI*+T *A8*E STEEL )5A0I1* SC+ED8LE 18 (43) 1.25" STD. 8" 4" 14 (68) 1.5" DEEP LEG 16 (54) 1 5/8" .50" .443 4'-0" (MIN.) MAX. SPACING 4'-0" 4'-0" 4'-0" 4'-0" OF BRIDGING (2) 4'-0" 4'-0" 4'-0" B REMARKS C 1 5/8" .275 1 5/8" 1 5/8" 1 5/8" .50" .50" .50" .50" GAUGE DEPTH 20 (33) 18 (43) 18 (43) 20 (33) 4" 6" 1 5/8" 1 5/8" 1 5/8" .50" .50" .50" 1.25" B 16 (54) 18 (43) 16 (54) 8" 18 (43) DEPTH GAUGE ST8D SC+ED8LE AREA (IN ) .357 .447 .344 .556 .537 .670 T5AC. SC+ED8LESTD. STD. STD. STD. DEEP LEG 1.25" 1.25" 1.25" 1.25" 1.5" 18 (43) 16 (54) 16 (54) 16 (54) 6" 6" 16 (54) 4" STD. B DEPTH (O.D.)
DEPTH (I.D.)
C B REMARKS (400)
(600)(800)
(MILS)
(400)(600)(800)
(400)
(600) 6" STUD STUD SECTION FLANGE WIDTH MAT'L. THK. (MILS) (1) (1) 12 S1.5 NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 2. BRIDGING MUST OCCUR WHEN STUDS ARE NOT BRACED BY FINISH ON BOTH SIDES OF STUD. FOR DETAIL SEE 3. 600S162-33 TYPICAL S2))IT C251E5 C211ECTI21 STUDS OR CEILING JOISTS AS OCCUR 1 1/2" PER REFERENCING DETAIL (2-#10 SMS MIN.) BENT PL 18 GA. x 1 1/2" NUMBER OF SCREWS COPE FLGS & BEND WEB (*) 1/4" MAX. CLRSTUD OR JST. 2-#10 SMS TYP. MATCH STUD OR JST. BEND WEB (*) 3/4"
MAX. TYP. LT. *A. STEEL ST8D-ST %L.*. (*) NOTE: IN LIEU OF BENDING WEB, OPTION TO USE ANGLE CLIP (1 1/2"x1 1/2") (SAME GA.) W/ 2-#10 SMS TO BLK & 2-#10 SMS TO STUD/JST. NOTE: ALTERNATE METHODS OF BRACING STUDS ARE ACCEPTABLE WITH ENGINEER APPROVAL. 8" MAX. DEPTH STUDS 3-#10 S.M.S. EACH SIDE C+A11EL SPLICE TYP. 0ETAL ST8D %5ACI1* PL 16 GA x 1 1/2" 150U50-54 CHANNEL @ 48" VERTICALLY 4" 4" SIMPSON SUBH3.25 (TYP.) 12T 8SED 12T 8SED 12T 8SED 12T 8SED 12T 8SED 12T 8SED

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

R Q P N M L L1 K K1 J1 J H I G F E D C B A1 A 1234567891011 A11 (E) HSS 14x14x1/4 (E) HSS 10x10x1/4 (E) HSS 14x14x1/4 PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S2.0 TOWN SQUARE FOUNDATION PLAN 4341 REG I STERED PROFESS I ONA L ENG I NEER STA T E OF CA L I FORN I A S T R U C T U R A L S T E V E N D . R O H Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY 9915 MIRA MESA BLVD. STE 200 SAN DIEGO, CA 92131 858.536.5166 WWW.WRENGINEERS.COM 100% CONSTRUCTION DOCUMENTS 08/01/2025 FOUNDATION PLAN NOTES 12 S1.3 TOWN SQUARE FOUNDATION PLAN SCALE: 3/32" = 1'-0" NORTH
NORTH1. SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEETS S1.0-S1.5. THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH THE STRUCTURAL REQUIREMENTS INDICATED. REFER TO CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

3. FOR NATURE AND EXTENT OF DRAINS, SUMPS, EXTERIOR HARDSCAPE, ETC., REFER TO OTHER DRAWINGS. 4. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 5. STRUCTURAL WALLS ARE WALLS THAT RESIST GRAVITY, WIND, AND/OR SEISMIC LOADS. ALL EXTERIOR WOOD FRAME WALLS ARE STRUCTURAL WALLS. ALL EXTERIOR AND INTERIOR [MASONRY/CONCRETE] WALLS ARE STRUCTURAL WALLS. WALLS (OR PORTIONS OF WALLS) NOT INDICATED ON THE STRUCTURAL DRAWINGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL PLANS FOR LOCATION AND EXTENT OF PARTITION WALLS. 6. LAPS OF FOOTING REINFORCEMENT SHALL CONFORM TO 7. FENCE POSTS ARE EQUALLY SPACED U.O.N. 2'-0" TYP. @ EXT. VIF 1'-6"
MIN11 S3.0 4'-0" MIN. 11 S3.0 1'-6" TYP. @INT. VIF 12 S3.0 TYP. UON 2'-0" TYP.
@ EXT. VIF HSS 4x4x1/4 TYP. 5" TYP. U.O.N. FACE OF (E) PREFAB COL. BASE CL FENCE POST CONTACT SEOR FOR ANCHORAGE OF SLIDING GATE SYSTEM TO FOUNDATION BELOW. DO NOT CORE INTO (E) GRADE BEAM FOOTING. CONTACT SEOR FOR ANCHORAGE OF SLIDING GATE SYSTEM TO FOUNDATION BELOW. DO NOT CORE INTO (E) GRADE BEAM FOOTING. FENCING BY OTHERS TO BE 50% OPEN TYP

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

K K1 J1 J
(E) HSS 8x8x1/4
(E) HSS 8x8x1/4
(E) W 12x16
(E) W 21x50(E) W 21x50
(E) W 12x16
(E) COL PER SECTION
(E) 18 GA. STEEL DECKING ABV.

BEAMS PER
SECTION PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S2.1 TOWN SQUARE PARTIAL FRAMING PLAN 4341 REG I STERED PROFESS I ONA L ENG I NEER STA T E OF CA L I FORN I A S T R U C T U R A L S T E V E N D . R O H Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY 9915 MIRA MESA BLVD. STE 200 SAN DIEGO, CA 92131 858.536.5166 WWW.WRENGINEERS.COM 100% CONSTRUCTION DOCUMENTS 08/01/2025 TOWN SQUARE PARTIAL FRAMING PLAN SCALE: 1/4" = 1'-0" NORTH
NORTH ROOF FRAMING NOTES 1. SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEETS S1.0-S1.5. THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH THE STRUCTURAL REQUIREMENTS INDICATED. REFER TO CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 3. FOR DIMENSIONS, EXTENT, AND NATURE OF ALL WALLS, REFER TO ARCHITECTURAL DRAWINGS. 12 S4.0 BRACE PER SECTION BRACE PER SECTION 3'-0" VIF 6 S4.0 TYP OF 2 BRACE PER SECTION

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

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1 2 3 4 5 6 7 8 9 10 11 12 PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S3.0 FOUNDATION DETAILS 4341 REG I STERED PROFESS I ONA L ENG I NEER STA T E OF CA L I FORN I A S T R U C T U R A L S T E V E N D . R O H Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY 9915 MIRA MESA BLVD. STE 200 SAN DIEGO, CA 92131 858.536.5166 WWW.WRENGINEERS.COM 100% CONSTRUCTION DOCUMENTS 08/01/2025 TYP. FENCE POSTCL COL. = CL (E) FTG (E) COL. BEYOND COL PER PLAN TOP OF (E) FTG = BOT. OF GROUT NON-SHRINK LEVELING GROUT AS REQ'D (1" MAX.) (E) 7/8" THRD ROD T&B W/ IN 4'-0" OF (E) COL FACE(E) 2-#5 T&B 2"
CLR 1 1/2" TYP.
4" MIN
6" MAX INFILL W/ NON- SHRINK GROUT (E) SLAB ON GRADE EA. SIDE AS OCCURS PER PLAN 3/16 SQ. PL 1/2x10 W/ 4-3/4" DIA. HILTI KB-TZ2 W/ 5 1/2" NOMINAL EMBED. FENCE POST @ FTG ADDITION CONSTRUCTION JOINT #4 CONT. EA. SIDE @ CTR OF SLAB #3 x @ 12" OC W/ 3" EMBED 1 1/2" TYP. 7"
EMBED 2'-0"
3'-0" SQ. PL 1/2x10 W/ 4-3/4" DIA. F1554 GR 36 ANCHORS (ENTIRE PL SHALL BE FOUNDED ON FOOTING) #3 x @ 18" OC 3" CLR
TYP UON 3-#5 T&B 1'-6" FOR ITEMS NOT NOTED SEE 12 S3.0 10'-0" MAX NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED DRILL & EPOXY LONGITUDINAL BARS W/ 3" EMBEDMENT INTO EXISTING FOOTING BEYOND

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S4.0 FRAMING DETAILS 4341 REG I STERED 3R2FESS I 2NA L ENG I NEER STA T E 2F &A L I F2RN I A S T R 8 & T 8 R A L S T E 9 E N D . R 2 + < EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

 MIRA MESA %L9D. STE 00 SAN DIEG2 &A
 .. :::.:RENGINEERS.&2M 100% CONSTRUCTION DOCUMENTS 08/01/2025    4  0  A

VIF DIMENSION
PER PLAN TYP. 3/16 6 1/2 EA SIDE 3/16 6 1/2 T&B EA 5/16 7 END BRACE PER ELEVATION & PLAN @ A BRACE PER ELEVATION & PLAN @ A T&B TYP 3/16 3 @ A PL 1/4x4x0'-6" SLOTTED THROUGH EA BRACE @ A SPLICED CAP PL 1/4 W/ SQUARE WELD ALL AROUND TYP @ A PL 1/4x3x7 T&B T&B 3/16 5 @ A (E) HSS BEAMS PER SECTION (VIF SIZE) (E) PIPE COL PER SECTION (VIF SIZE, TYP OF 2) 0 T&B SEAL 3/16 3/16 5/16 BRACE PER SECTION SQ PL 1/4x6 (SKEWED W/ BRACE) 2'-0" (E) HSS BEAM PER PLAN VIF ROOFING PATCH & WATER PROOFING PER ARCH'L 1'-10"
MAX
(E) PARAPET FRAMING & FINISHES TO REMAIN PIPE 5 STD CENTERED ON (E) HSS BEAM BLW NOTE: ALL EXPOSED STEEL SHALL BE GALVANIZED & PAINTED PER ARCH'L CAP PL 1/4 W/ SQUARE WELD ALL AROUND (SPLIT AS REQ'D)(E) PL 3/8x8x2'-1" W/ 6-3/4" DIA A307 BOLTS EA END (12-TOTAL)(E) BEAM PER PLAN 2"
TYP 6" TYP (E) STUDS TO REMAIN 800S162-54 STUD @ 16" OC CONT 800T125-54 W/ #10 SMS EA SIDE EA STUD TYP PL 12 GA x 4 x 0'-8" W/ 4-#10 SMS W/ 1" MIN E.D. TYP EA STUD 1/2" TYP EA END 1/8 1 362S162-43 (E) FINISH, TYP 6S1.5 TYP. (E) BEAM PER SECTION, TYP (E) 20 GA STUDS EA SIDE VIF 3-#10 SMS EA SIDE 800S162-54 STUDS @ EA (E) STUD EITHER SIDE 2-#10 SMS EA SIDE FINISH PER ARCH'L A T<3 % 32328T (E) T.S. 4'-9" VIF 6'-9"
VIF
6'-4"
VIF
7'-4"
VIF 6 S4.0 (E) DECKING PER PLAN (E) HSS 8x8x1/4 W/ 3/4" DIA A307 BOLTS @ 24" OC STAGGERED (E) ROOFING & FOAM HSS 4x4x1/4 BRACES W/ LOCATIONS PER PLAN (2-TOTAL, GALVANIZED & PAINTED PER ARCH'L) (E) PARAPET TO REMAIN (HEIGHT VARIES) CAP PL 1/4 W/ FIELD SQUARE WELD ALL AROUND 5A S4.0 2"
MAX
(E) BEAM PER PLAN MAR48EE SIGNAGE (E) HSS 8x8x1/4 VIF FINISH PER ARCH'L 5 S4.0 (E) HSS 8x8x1/4 VIF (E) PIPE 8 STD VIF 10 S4.0 (E) FINISH TO REMAIN UON PER ARCH'L (E) PIPE 8 STD VIF W/ LOCATIONS PER PLAN (2-TOTAL) NOTE: ALL EXPOSED STEEL SHALL BE GALVANIZED & PAINTED PER ARCH'L N2T 8SED N2T 8SED N2T 8SED N2T 8SED ARCH'L FINISH TO COVER BRACE CAP PL IN WALL @ A 2'-6"
MAX
2'-6"
MAX
3"
8" MIN HSS 4x4x1/4 BRACE

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

PROJECT NUMBER: SHEET TITLE: PROJECT: 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 | www.coargroup.com DESCRIPTION: DATE: 50% DESIGN DEVELOPMENT 4/28/2025 24068.00 EMBELLECE EL CENTRO TOWN SQUARE CITY OF EL CENTRO 679 MAIN STREET, EL CENTRO, CA 92243 S5.0 8th STREET GATEWAY SIGN 4341 REG I STERE' 3R2)ESS I 2NA / ENG I NEER STA T E 2) &A / I )2RN I A S T R 8 & T 8 R A / S T E 9 E N ' . R 2 + Y EXP. 12-31-25 WISEMAN S T R U C T U R A L E N G I N E E R S ROHY

5 0IRA 0ESA %/9'. STE 00 SAN 'IEG2 &A
 858.5.5 WWW.WRENGINEERS.&20 100% CONSTRUCTION DOCUMENTS 08/01/2025 1. SEE GENERAL NOTES AND TYPICAL DETAILS ON SHEETS S1.0-S1.5. THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH THE STRUCTURAL REQUIREMENTS INDICATED. REFER TO CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 3. TOP OF FOOTING ELEVATION = 0.0' IS THE TOP OF SIDEWALK. SEE CIVIL PLAN FOR MORE INFORMATION. 4. FOR NATURE AND EXTENT OF DRAINS, SUMPS, EXTERIOR HARDSCAPE, ETC., REFER TO OTHER DRAWINGS. 5. FOR ITEMS EMBEDDED INTO CONCRETE SLABS AND WALLS, REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS. 6. DRILLED PIERS ARE TO EXTEND A MINIMUM OF 15'-0" INTO UNDISTURBED FORMATIONAL SOIL AS DEFINED IN THE GEOTECHNICAL INVESTIGATION REPORT. GEOTECHNICAL ENGINEER SHALL DETERMINE THE FINAL DEPTH OF ALL DRILLED PIERS AT THE TIME OF EXCAVATION. 7. FOR DIMENSIONS, EXTENT, AND NATURE OF ALL WALLS, REFER TO ARCHITECTURAL DRAWINGS. 8. LAPS OF FOOTING REINFORCEMENT SHALL CONFORM TO 9. WELD-SEAL ALL HOLES IN TUBES AROUND ALL CONNECTIONS SIGNAGE N2TES 12 S1.3 47'-9" HSS 14x14x1/2 HSS 14x14x1/2 TOP OF SIDEWALK PER CIVIL= 0'-0" T.O.C.= 3'-7" T.S.= 29'-3" 11 S5.0 TYP. 3'-0" 15'-0" 12 S5.0 TYP. ROAD PAVEMENT BY OTHERS SIDEWALK HARDSCAPE BY OTHER 5 8 0   8T+ STREET GATEWAY SIGN E/E9ATI2N NORTH 8T+ STREET GATEWAY SIGN )28N'ATI2N 3/AN NORTH SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0"1'-9" 3'-3" 3'-3" HSS 8x6x1/2 C=3/4" HSS 8x6x5/8 C=3/4" HSS 18x6x1/2 C=3/4" PER ELEVATION PER ELEVATION PER ELEVATION 1" MAX. CAP PL 1/4 W/ SQUARE WELD ALL AROUND FINISH PER ARCH'L. LT. GA. FRM'G. NOT SHOWN FOR CLARITY PL 3/8x4x0'-5" EA. SIDE OF BEAM BEAM PER ELEVATION CONNECTION SIM. @ BEAM NOT SHOWN PL 3/8x4x1'-3" EA. SIDE OF BEAM BEAM PER ELEVATION COL. PER ELEVATION TYP. 1/4 TEMPORARY ERECTION SEAT BY OTHERS TO BE REMOVED ONCE ALL WELDS ARE IN PLACE TEMPORARY ERECTION SEAT BY OTHERS TO BE REMOVED ONCE ALL WELDS ARE IN PLACE 3-SIDES TYP. 1/4 1" ALL SIDES DIA. PER ELEVATION W/ 3" CLR. TO REINF. 2" TYP. EA. WAY 3'-3"
4" 2'-9 1/4" x 2'-6 1/4" (LONG DIRECTION SHOWN) COL. PER ELEVATION FINISH PER ARCH'L. LT. GA. FRM'G. NOT SHOWN FOR CLARITY #4 SQ. TIES @ 12" OC 8-#6 VERT. EQUALLY SPACED OPTIONAL CONSTRUCTION JOINT HARDSCAPE PER CIVIL 3" NON-SHRINK GROUT 3" COVER MIN. 12-#6 VERT. EQUALLY SPACED SQ. BASE PL 1 1/2x22 W/ 12-#10 x 7'-0" A706 BARS EQ. SPACED BETWEEN ALL SIDES. THREAD ENDS OF BARS PER AISC STANDARD TO 1" DIA. PROVIDE OVER- SIZED 1 1/4" DIA. HOLES. PROVIDE SQ. WASHER PL 3/4x3 @ EA. ANCHOR ABV. BASE PL TOF PER ELEV. CJP COL. TO BASE PL #4 SPIRAL TIES AT SPACINGS SHOWN @ 3"
1'-0"
@ 9" T.O.F.= 1'-6" 7'-0" 7'-0"
21'-0" HSS 6x6x4 TYPT&B 1/4 TYP. T&B TYP. N2T 8SE'
N2T 8SE'N2T 8SE' N2T 8SE' LONG SIDE VERTICAL SIGNAGE COMPONETS BY OTHERS NOTE: ALL EXPOSED STEEL SHALL BE GALVANIZED & PAINTED PER ARCH'L

SCHEMATICDESIGN
12/18/2024

DESIGNDEVELOPMENT
4/29/2025

CONSTRUCTIONDOCUMENTSBID SET
08/01/202510/23/2025

ISSUED FOR

CONSTRUCTION

SITE SYMBOLS LEGEND

SITE LIGHTING LEGEND

TYPICAL

DESIGNATIONS TO BE

USED IN

CONJUNCTION WITH

CONDUIT SYMBOLS
NEW CONDUIT AND/OR CONDUCTOR LINE. SEE BELOW

FOR TYPICAL DESIGNATIONS
LUMINAIRE(S) POLE MOUNTED WITH ARM. TYPE AS NOTED.

NEW HANDHOLE

NEW MANHOLE

EXISTING HANDHOLE

EXISTING MANHOLE

EXISTING TO BE DEMOLISHED CONDUIT AND/OR
CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS
(X)OHP EXISTING CONDUIT AND/OR CONDUCTOR LINE TO
CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS
(X)OHP

UP - UNDERGROUND PRIMARY

US - UNDERGROUND SECONDARY

UC - UNDERGROUND COMMUNICATIONS

CO - CONDUIT ONLY

OHP - OVERHEAD PRIMARY

OHS - OVERHEAD SECONDARY

OHC - OVERHEAD COMMUNICATIONS

GENERATOR SUBSTATION

PAD MOUNTED SWITCH PAD MOUNTED TRANSFORMER
LUMINAIRE(S) POLE MOUNTED ON TOP. TYPE AS NOTED.

GENERAL NOTES

1. ALL GROUNDING PER NEC.

2. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION OF RECEPTACLES IN TEL/COM ROOMS PRIOR TO ROUGH-IN.

3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER DOCUMENTATION. COORDINATE WITH ALL OTHER TRADES FOR EQUIPMENT LOCATIONS.

4. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL RECEPTACLES AND DEVICES.

5. COORDINATE WITH EQUIPMENT MANUFACTURER FOR LOCATIONS AND CONNECTIONS.

6. VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN.

SEISMIC GENERAL NOTES

1. THE SEISMIC ANCHORAGE OF ELECTRICAL EQUIPMENT SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC) SECTION 16.

2. FOR EQUIPMENT WEIGHING LESS THAN 400 LBS AND WHERE DETAILS ARE NOT

SHOWN, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE

STRUCTURAL ENGINEER AND THE JURISDICTION HAVING AUTHORITY AND SHALL BE CAPABLE OF RESISTING THE FORCES PRESCRIBED IN IBC SECTION 16.

3. OVERHEAD MOUNTED EQUIPMENT WEIGHING 31 POUINDS OR MORE SHALL BE

SUPPORTED AND BRACED IN ACCORDANCE WITH AT/FP REQUIREMENTS PER UFC 4-010-01. THIS REQUIREMENT IS IN ADDITION TO NON-STRUCTURAL SEISMIC REQUIREMENTS. DISTRIBUTION SYSTEMS ARE EXEMPT FROM THIS REQUIREMENT.

DETAIL NUMBER DESIGNATION

SHEET ON WHICH DETAIL IS LOCATED
E1
3 SHEET NOTE REFERENCE

CONDUIT STUBOUT
#8

FLEXIBLE CONDUIT

GENERAL SYMBOLS LEGEND
A-1
HOMERUN TO PANEL AND CIRCUITS INDICATED. NUMBER

ADJACENT TO CIRCUIT DENOTES WIRE SIZE OTHER THAN
#12 FOR ALL CONDUCTORS UNO.

CIRCUIT BREAKER CALLOUT

FUSE CALLOUT

NON-FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)

FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
GROUND

CIRCUIT BREAKER
GFP

SPD SURGE PROTECTION DEVICE

GROUND FAULT PROTECTION

ENCLOSED CIRCUIT BREAKER

SINGLE LINE LEGEND

KILOWATT-HOUR METER

FUSED SWITCH
CB

M EXTERNALLY MOUNTED METER
M
TRANSFORMER DELTA PRIMARY, WYE SECONDARY WITH kVA RATING 3P - POLE
200AT - TRIP SIZE
200AF - FRAME SIZE
3P - POLE
200AF - FUSE SIZE
MOTOR

AUTOMATIC TRANSFER SWITCH

PANEL BOARD

1. LOW VOLTAGE CONTRACTOR SHALL SUPPLY ALL REQUIRED COMPONENTS,

CABLING AND SUPPORTING STRUCTURES REQUIRED FOR A FULLY FUNCTIONAL SYSTEM.

2. PROVIDE RACK MOUNTED GIGABIT SWITCHES AND PATH PANELS REQUIRED TO TERMINATE ALL DATA DROPS THROUGHOUT BUILDING, AND 20% SPARE CAPACITY.

SWITCHES AND PATCH PANELS TO ALTERNATE WITHIN RACK.

3. PROVIDE (2) 42U FREE STANDING TELECOM CABINETS WITH LOCKABLE FRONT, AND REAR DOORS, WITH REMOVABLE SIDE PANELS. (1) FOR LOW VOLTAGE INFRASTRUCTURE EQUIPMENT, AND ONE FOR STATION IT EQUIPMENT.

4. PROVIDE ALL PATCH CABLES (CAT6A) BETWEEN SWITCHES AND PATCH PANELS, AS WELL AS BETWEEN OFCI EQUIPMENT AND SWITCHES.

5. EACH DATA OUTLET WILL CONSIST OF CAT6A CABLES (PER FACE PLATE), CONDUIT, BOX AND FACE PLATE (PER SHOP DRAWINGS), UNLESS NOTED OTHERWISE.

6. REFER TO DIVISION 27 SPECIFICATIONS FOR ADDITIONAL INFORMATION.

TEL/DATA SYSTEM SCOPE NOTES

ELECTRICAL ABBREVIATIONS
J
M M

PANEL BOARD (SURFACE)

SWITCHBOARD OR MCC

POWER LEGEND

PANEL BOARD (FLUSH)

TRANSFORMER
P P
J

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB

CEILING MOUNTED DUPLEX OR QUAD
RECEPTACLE, NON-LOCKING TYPE, GROUNDING.

POWER FLOOR BOX.

WALL OR FLOOR POWER CONNECTION TO MODULAR FURNITURE.

VERIFY EXACT LOCATION WITH FURNITURE SUPPLIER.

CEILING JUNCTION BOX

WALL/SURFACE MOUNTED JUNCTION BOX
EQUIPMENT SIZES SHOWN ON PLANS ARE NOT EXACT. CONTRACTOR IS RESPONSIBLE FOR ENSURING EQUIPMENT CLEARANCES ARE MET BASED ON ACTUAL SIZE.

SPECIAL NEMA CONFIGURATION RECEPTACLE
MOUNTED AT +18" AFF UNO. SEE FLOOR
PLANS FOR CONFIGURATION.

CEILING MOUNTED SPECIAL NEMA
CONFIGURATION RECEPTACLE. SEE FLOOR
PLANS FOR CONFIGURATION.

RECEPTACLE, NON-LOCKING TYPE, GROUNDING, 120V - 20A.

MOUNTED AT +18 AFF UNO. SHADED REPRESENTS ABOVE
COUNTER OR +42" AFF.

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL WIRING DEVICES AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT DEVICE LOCATIONS.

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB
SPLIT YOLK HALF CONTROLLED RECEPTACLE NON-LOCKING TYPE 120V-20A.

CONNECT SWITCH LEG BETWEEN RELAY POWER PACK AND OCCUPANCY CONTROLS FOR AUTOMATIC SHUT OFF. CONTROLLED RECEPTACLES SHALL HAVE PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES. (CEC TITLE 24 SECTION 130.5(D)). PROVIDE FACEPLATE PER NEC 406.3(E).

SURFACE MOUNTED RECEPTACLE, NON-LOCKING
TYPE, GROUNDING.

LIGHTING NAME LEGEND

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.

LIGHTED EXIT SIGN. TOP MOUNTED ON CEILING OR STEM MOUNTED.

SHADED SIDE INDICATES FACE. PROVIDE ARROWS TO MATCH
ARCHITECTURAL OR LIFE SAFETY PLANS.
#
SUBSCRIPT ADJACENT TO LIGHTING FIXTURE INDICATES:

L# = FIXTURE DESIGNATION
1,2,3 etc. = BRANCH CIRCUIT NUMBERS
a,b,c etc. = SWITCH-LEG REFERENCE
NL = NIGHT/SECURITY LIGHTING FIXTURE

SWITCH LEGEND
LV
M
DS
PC
SUBSCRIPT ADJACENT TO SWITCH INDICATES:

K = KEYED SWITCH
a,b,c etc. = MULTIPLE SWITCHES/CONTROL LEGS IN A
GANGED BOX WITH A COMMON COVER PLATE.

MOUNT WALL SWITCHES AT 42" AFF TO CENTER OF THE SWITCH UNO. VERIFY ALL CONTROL LOCATIONS AND TYPES WITH CONTROLS SHOP DRAWINGS. #

NON-FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)

FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
T

MOTOR STARTER (NEMA SIZE AS NOTED)

TOGGLE TYPE FRACTIONAL HP MANUAL MOTOR STARTER WITH

THERMAL OVERLOADS (DELETED IF FOR DISCONNECT USE ONLY)
AND HANDLE GUARD/LOCK-OFF, 2 POLES (VERIFY WITH BRANCH

CIRCUIT)

COMBINATION FUSIBLE DISCONNECT SWITCH AND MOTOR
STARTER, (NEMA SIZE AS NOTED), 3P, 600 VAC MAXIMUM
RATING

HVAC POWER LEGEND
EPO

EMERGENCY POWER OFF

J FLOOR MOUNTED JUNCTION BOX
TYPE DESIGNATIONS:

NONE = L5-30R
A = L6-30R
B = L6-20R
C = L21-20R
D = L15-30R

IF RECEPTACLE LOCATED OUTSIDE CONTRACTOR SHALL PROVIDE
WEATHERPROOF ENCLOSURE AND IN-USE COVER.

IF EQUIPMENT LOCATED OUTSIDE CONTRACTOR SHALL PROVIDE NEMA 3R ENCLOSURE FOR DISCONNECTS.

LCP

LIGHTING CONTROL PANEL ELEC GROUND BUS

TOGGLE SWITCH

DIMMER SWITCH

OCCUPANCY SENSOR SWITCH

DIMMER/OCCUPANCY SENSOR SWITCH

GRAPHICAL LOW VOLTAGE SWITCH

MOTION SENSOR - CEILING MOUNTED

DAYLIGHT SENSOR - CEILING MOUNTED

PHOTOCELL - CEILING MOUNTED

J WEATHERPROOF POWER JUNCTION BOX

J WEATHERPROOF DATA JUNCTION BOX
1 A AMPERES

ADA AMERICANS WITH DISABILITIES ACT
A.F.F. ABOVE FINISHED FLOOR

AIC AMPS INTERRUPTING CURRENT
ALT. ALTERNATE

ATS AUTOMATIC TRANSFER SWITCH

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFL COMPACT FLUORESCENT LAMP

CKT CIRCUIT
C.O. CONDUIT ONLY
CONC. CONCRETE

CX CONNECT TO EXISTING CIRCUIT

CU COPPER
dBA DECIBELS
DIST. DISTRIBUTION
DWG. DRAWING

EG EQUIPMENT GROUND

EGB ELECTRICAL GROUND BUS

EM EMERGENCY

ETC ET CETERA

EPO EMERGENCY POWER OFF BUTTON

EWC ELECTRIC WATER COOLER
EXIST. (X) EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FCC FIRE CONTROL CENTER

FLA FULL LOAD AMPS

GD GARBAGE DISPOSAL

GFI GROUND FAULT INTERRUPTER

GND GROUND

HD HAND DRYER
HORIZ. HORIZONTALLY MOUNTED

HP HORSEPOWER

KCMIL THOUSAND CUBIC MILLIMITERS

KVA KILOVOLT-AMPERES

KW KILOWATTS

JB JUNCTION BOX

JP JOCKEY PUMP

LC LOCKABLE ENCLOSURE

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MEGB MAIN ELECTRICAL GROUND BUS

MEP MECHANICAL, ELECTRICAL, PLUMBING

MIC MICROWAVE

MIN MINIMUM

MOP MAXIMUM OVERCURRENT PROTECTION

MTD MOUNTED

MTGB MAIN TELECOMMUNICATION GROUND BUS
MTG. HT. MOUNTING HEIGHT

NIC NOT IN CONTRACT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NL NIGHT LIGHT

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
P POLE

PB PULL BOX

PH PHASE

PIV POST INDICATOR VALVE

PNL PANEL

POC POINT OF CONNECTION

PVC POLYVINYL CHLORIDE

RCP REFLECTED CEILING PLAN

RECEPT RECEPTACLE

REQ'D REQUIRED

RGS RIGID GALVANIZED STEEL

SEC SECURITY

SHT SHEET
S.N. SOLID NEUTRAL

SP SUMP PUMP

SPD SURGE PROTECTION DEVICE

SS STAINLESS STEEL

SWGR SWITCHGEAR

TC TERMINAL CABINET

TEL TELEPHONE

TGB TELECOMMUNICATION GROUND BUS
T.I. TENANT IMPROVEMENT
T.R. TAMPER RESISTANT

TV TV MONITOR

TYP TYPICAL
U.C. UNDER COUNTER

UL UNDERWRITERS LABORATORY
U.N.O. UNLESS NOTED OTHERWISE

V VOLTS

WH WATER HEATER

W WATTS

WP WEATHERPROOF

XFMR TRANSFORMER

X EXISTING TO REMAIN

XD EXISTING TO BE DEMOLISHED

XR EXISTING TO BE RELOCATED

XL NEW LOCATION OF EXISTING ITEM

OHP OHP
(XD)OHP (XD)OHP

MOUNTING

IN-GRADE

PENDANT

OUTDOOR

RECESSED

SURFACE
WALL

FIXTURE
(OPTIONAL)
ACCENT

BOLLARD

CYLINDER

DOWNLIGHT

DECORATIVE
LINEAR
POLE
STRIP

TROFFER
RD1A

NEW TYPE

VARIANT
LENGTH
OPTICS
SHAPE
OUTPUT

EMERGENCY
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

ELECTRICAL

SYMBOLS AND

ABBREVIATIONS
240903
E0.1

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

MAIN
240/120V 3P 4W 200A
200AF
3P
200AT
(X)PANEL
"A1"
(X)PANEL
"A"
N
G

SHEET KEYNOTES
ELECTRICAL CONTRACTOR TO PROVIDE 30 DAY METERING PRIOR TO THE START OF WORK PER NEC 220.87. IF LOAD READING IS GREATER THAN

90.4A CONTACT ELECTRICAL ENGINEER PRIOR TO START OF WORK.

PREFERABLY METERING TO INCLUDE AN EVENT TYPE SCENARIO.
1 GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. IF CONDITION IS

DIFFERENT FROM THAT INCLUDED IN THIS DRAWING, PROVIDE UPDATED INFORMATION TO ELECTRICAL ENGINEER PRIOR TO ROUGH-IN.

2. ALL ELECTRICAL EQUIPMENT ARE EXISTING TO REMAIN U.N.O.

M
MAIN
100AF
2P
100AT
N
G
M
240/120V 1P 3W 100A
7TH ST. PLAZA 4TH ST. ARCH.

TO EXISTING

UTILITY SERVICE

TO EXISTING

UTILITY SERVICE
TO ARCH. LIGHTS AT
4TH AND MAIN AND

ARCADE LIGHTS AT
5TH AND 6TH
STREET

INTERSECTIONS
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

ELECTRICAL

SINGLE LINE

DIAGRAM
240903
E0.2

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E0.2 SCALE: N.T.S.
1 SINGLE LINE DIAGRAM

FAULT CURRENT SCHEDULE
DEVICE

FAULT AT

DEVICE AIC RATING VOLTAGE

FEEDER TRANSFORMER DIRECTLY

CONNECTED
MOTOR
MOTOR
SIZE LENGTH KVA Z% TOTAL

FAULT AT

PRIMARY
(X)METER 8,821 10,000 120 V #1 77' 0 0
(X)A1 5,859 10,000 120 V 1/0 54' 0 0
(X)A 5,449 10,000 120 V 1/0 12' 0 0

VOLTAGE DROP SCHEDULE
DEVICE

FEEDER BRANCH CIRCUIT
TOTAL

VOLTAGE
DROP

VOLTAGE

DROP WIRE SIZE
MAX

VOLTAGE
DROP

CIRCUIT

NUMBER WIRE SIZE
(X)METER 1.72% #1 1.72%
(X)A1 2.73% 1/0 !!! 3.22% !!! 2,4 #6 !!! 5.95% !!!
(X)A 2.92% 1/0 !!! 6.39% !!! 40 #12 !!! 9.31% !!!

LOAD SUMMARY
TOTAL EXISTING METERED DEMAND ON PANEL "A": 90.4A
NEC 220.87 Adj. 90.4A X 1.25 = 113A
NEW LOAD PANEL "A": 36A
TOTAL NEW LOAD ON PANEL "A": 149A
1 SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LUMINAIRE

SCHEDULE
240903
E0.3

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243

LIGHTING FIXTURE SCHEDULE

WTWT CALLOUT LAMP DESCRIPTION MOUNTING MANUFACTURER MODEL WATTS VOLTAGE COLOR TEMP LUMENS CRI NOTES IA1 LED 6-IN LED INGRADE ROUND ACCENT UP-LIGHT. GROUND HYDREL LIGHTING (OR APPROVED EQUAL)
TIERRA IGF6 SW
#IGF6-SS-LED-80CRI-30K-MVOLT-7DEG-**-FLCSR-34B-ZT
23 W 120 V 3000K 1,614 LM 80 CRI
IA2-4 LED 49.9" LED INGRADE LINEAR ADJUSTABLE ACCENT

UP-LIGHT WITH AN INTERNAL LOUVER FOR
GLARE CONTROL.

GROUND DESIGNPLAN
(OR APPROVED EQUAL)
FIXTURE: CA112000-01-50-S, HOUSING: WCCA12A0T 83 W 120 V 3000K 7,286 LM 80 CRI FIXTURE

AIMING TO
BE

ADJUSTED

ON SITE
AFTER

INSTALLATIO
N.

PDE1 LED DECORATIVE PENDANT PENDANT G LIGHTING
(OR APPROVED EQUAL)
MESA
#GL2622-L120-W-**-1-B
175 W 120 V 3000K 22,740 LM
SA1 LED SURFACE ACCENT MARQUEE LIGHTS SURFACE CELESTIAL LIGHTING (EQUAL NOT ACCEPTED)

AQUARIUS Q SERIES
#AQR-Q-GF-6-SC-CPC-RCV
2 W 120 V 2700K WATTS AND

LUMENS PER
LAMP
SS1 LED SURFACE LED STRIP LIGHT SURFACE TIVOLI
(OR APPROVED EQUAL)

TRACE- HORIZONTAL
#TRCE-S-H-30K-24
<varies> 120 V 3000K 96 LM 80 CRI WATTS AND

LUMMENS
PER FT
WDE1 LED WALL SCONCE DECORATIVE WALL STERNBERG LIGHTING (OR APPROVED EQUAL)
1240 PARAGON SERIES
#1240-
36 W 120 V 3000K
WDE2 LED WALL SCONCE DECORATIVE WALL ULTA LIGHTS
(OR APPROVED EQUAL)
MAGNA 24529
#TBD BY ARCHITECT-02-OA
25 W 120 V 3000K 3,543 LM 90 CRI
WDE3 LED WALL SCONCE DECORATIVE WALL STERNBERG LIGHTING (OR APPROVED EQUAL)
ACORN 1910LED MEDIUM
#1A-1910LED-RLM18-1L-30-T3-**-FL / TRSL
3 W 120 V 3000K
* ELECTRICAL CONTRACTOR TO COORDINATE COLOR FINISHES WITH ARCHITECT / INTERIOR DESIGNER PRIOR TO PROCUREMENT. * ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE SUBMITTAL FOR REVIEW AND APPROVAL FROM ELLUMINET. * ALL SPECIFIED FIXTURES AND MANUFACTURES PROVIDED IN THE SCHEDULE TO NOT BE SUBSTITUTED IN ANY WAY, UNLESS REQUESTED BY ARCHITECT OR AFFIRMED HOUSING. * CONTRACTOR TO FIELD VERIFY AND COORDINATE LOCATION, MOUNTING HEIGHTS AND LENGTHS WITH ARCHITECT/ INTERIOR DESIGNER PRIOR TO ROUGH IN. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO PROCURING AND INSTALLATION.
*LIGHTING DESIGN SPECIFIED BY ELLUMINET LIGHTING DESIGN STUDIO, SAN DIEGO, CA - WITH PRODUCT SUPPORT FROM OCS LIGHTING AND CONTROL, INC SAN DIEGO, CA.

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162
PANEL

SCHEDULES
240903
E0.4

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
Total Est. Demand: 178 A
Total Balanced Conn.: 168 A
Noncontinuous 49.20 kVA 100.00% 49.20 kVA Total Est. Demand: 74.01 kVA Lighting 16.40 kVA 125.00% 20.49 kVA Total Conn. Load: 69.92 kVA Receptacle 4.32 kVA 100.00% 4.32 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 286 A 296 A 0 A
Total Load: 34.35 kVA 35.56 kVA 0.00 kVA
29 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 30
27 -- -- -- 16.36 kVA -- 1 -- BUSSED SPACE 28
25 (X)A 125 A 2 15.15 kVA -- 1 -- BUSSED SPACE 26
23 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 24
21 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 22
19 BUSSED SPACE -- 1 -- 0.00 kVA 1 20 A EXISTING LOAD 20 17 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 18
15 BUSSED SPACE -- 1 -- 0.00 kVA 1 20 A EXISTING LOAD 16 13 BUSSED SPACE -- 1 -- 0.00 kVA 1 20 A EXISTING LOAD 14 11 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 12
9 -- -- -- 4.80 kVA 4.80 kVA -- -- -- 10
7 L14-50 50 A 2 4.80 kVA 4.80 kVA 2 50 A L14-50 8
5 BUSSED SPACE -- 1 -- -- 1 -- BUSSED SPACE 6
3 -- -- -- 4.80 kVA 4.80 kVA -- -- -- 4
1 L14-50 50 A 2 4.80 kVA 4.80 kVA 2 50 A L14-50 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:
200% Neutral: No
Enclosure: Type 1 Lug Type: Standard MCB Rating: MLO
Mounting: Surface Wires: 4 Bus Rating: 225
Supply From: (X)METER Phases: 3 Mains Type: MLO
Location: Volts: 240/120V 3P 4W A.I.C. Rating: 10,000
Branch Panel: (X)A1
Total Est. Demand: 148 A
Total Balanced Conn.: 131 A
Noncontinuous 10.80 kVA 100.00% 10.80 kVA Total Est. Demand: 35.61 kVA Lighting 16.40 kVA 125.00% 20.49 kVA Total Conn. Load: 31.52 kVA Receptacle 4.32 kVA 100.00% 4.32 kVA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 126 A 136 A
Total Load: 15.15 kVA 16.36 kVA
41 -- -- -- 0.88 kVA 1.01 kVA 1 20 A LIGHTING 42
39 EXISTING LOAD 20 A 2 0.88 kVA 1.39 kVA 1 20 A LIGHTING 40 37 -- -- -- 0.88 kVA 1.00 kVA 1 20 A EXISTING LOAD 38
35 EXISTING LOAD 20 A 2 0.88 kVA 1.00 kVA 1 20 A EXISTING LOAD 36 33 EXISTING LOAD 20 A 1 1.00 kVA 1.00 kVA 1 20 A EXISTING LOAD 34 31 EXISTING LOAD 20 A 1 1.00 kVA 1.00 kVA 1 20 A EXISTING LOAD 32 29 SPARE 20 A 1 0.00 kVA 1.00 kVA 1 20 A EXISTING LOAD 30 27 LIGHTING 20 A 1 0.16 kVA 1.00 kVA 1 20 A EXISTING LOAD 28 25 LIGHTING 20 A 1 1.06 kVA 1.08 kVA 1 20 A LIGHTING, RECEPTACLE 26 23 EXISTING LOAD, LIGHTING 20 A 1 0.52 kVA 1.80 kVA 1 20 A EXISTING LOAD 24 21 LIGHTING 20 A 1 0.62 kVA 0.54 kVA 1 20 A EXISTING LOAD 22 19 LIGHTING 20 A 1 1.40 kVA 0.84 kVA 1 20 A EXISTING LOAD 20 17 EXISTING LOAD 20 A 1 1.00 kVA 0.54 kVA 1 20 A EXISTING LOAD 18 15 EXISTING LOAD 20 A 1 1.00 kVA 0.54 kVA 1 20 A EXISTING LOAD 16 13 EXISTING LOAD 20 A 1 0.36 kVA 0.54 kVA 1 20 A EXISTING LOAD 14 11 LIGHTING, RECEPTACLE 20 A 1 0.89 kVA 0.54 kVA 1 20 A EXISTING LOAD 12 9 LIGHTING 20 A 1 0.95 kVA 0.18 kVA 1 20 A STAGE RECEPTACLE 10 7 LIGHTING 20 A 1 0.70 kVA 0.18 kVA 1 20 A STAGE RECEPTACLE 8 5 LIGHTING 20 A 1 0.23 kVA 0.54 kVA 1 20 A EXISTING LOAD 6 3 LIGHTING 20 A 1 0.29 kVA 0.36 kVA 1 20 A EXISTING LOAD 4 1 EXISTING LOAD 20 A 1 0.39 kVA 0.36 kVA 1 20 A EXISTING LOAD 2 CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT Notes:
200% Neutral: No
Enclosure: Type 1 Lug Type: Standard MCB Rating: MLO
Mounting: Surface Wires: 3 Bus Rating: 225
Supply From: (X)A1 Phases: 1 Mains Type: MLO
Location: Volts: 240/120V 2P 3W A.I.C. Rating: 10,000
Branch Panel: (X)A

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

P N M L L1 K K1 J1 J H I G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 EXISTING PUMP
ROOM

EXISTING STORAGE
ROOM

EXISTING

ELECTRICAL ROOM
D
E1.1
1 Sim
E1.2
1 Sim
(X)TELECOM CABINET
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

DEMO - OVERALL

SITE PLAN
240903
E1.0

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E1.0 SCALE: 1" = 10'-0"
1 DEMO - OVERALL SITE PLAN

GENERAL NOTES - DEMO

A CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ROUGH-IN.

B DEMOLISH ALL ELECTRICAL FIXTURES AND DEVICES AS PART OF THE DEMOLITION SCOPE. SAFE OFF BRANCH CIRCUIT BREAKER
AND MARK AS SPARE.

SHEET KEYNOTES

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

L1 K K1 J1 J H I
G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 XD
XD
XD
XD
XD
XD

XD XD XD XD
XD
XD
XD

XD XD XD XD
XD
XD
XD
XD
XD

XD XD XD

XD XD XD
XD XD

XD XD XD XD XD XD XD XD XD XD
XD XD
XD
TYP.ALL
XD
TYP.ALL
XD
TYP.ALL
XD
TYP.ALL
D

XD XD XD XD
1 E6.2
XD
XD
XD
XD XD
XD
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

DEMO - LIGHTING

RCP PLAN - AREA
A
240903
E1.1

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243

GENERAL NOTES - DEMO

A CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ROUGH-IN.

B DEMOLISH ALL ELECTRICAL FIXTURES AND DEVICES AS PART OF THE DEMOLITION SCOPE. SAFE OFF BRANCH CIRCUIT BREAKER
AND MARK AS SPARE.

SHEET KEYNOTES
E1.1 SCALE: 1/8" = 1'-0"
1 ELECTRICAL LIGHTING DEMO PLAN A

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

J
R Q
P N M L L1 K K1
A11
11 10
9 8
7 6
5 4
3 2
1 XD
XD
XD
XD
XD
XD

XD XD XD
XD

XD XD XD XD XD XD XD
XD
XD
1 E6.2
XD
XD
XD XD
XD XD
XD XD
XD XD
XD XD
XD XD
XD XD
XD XD
XD
XD
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

DEMO - LIGHTING

RCP PLAN - AREA
B
240903
E1.2

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E1.2 SCALE: 1/8" = 1'-0"
1 ELECTRICAL LIGHTING DEMO PLAN B

GENERAL NOTES - DEMO

A CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ROUGH-IN.

B DEMOLISH ALL ELECTRICAL FIXTURES AND DEVICES AS PART OF THE DEMOLITION SCOPE. SAFE OFF BRANCH CIRCUIT BREAKER
AND MARK AS SPARE.

SHEET KEYNOTES
E1.2 SCALE: 1" = 10'-0"
2 ELECTRICAL LIGHITNG DEMO PLAN - GATEWAY MONUMENT SIGNAGE Copy 1

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

EXISTING PUMP
ROOM

EXISTING STORAGE
ROOM

EXISTING

ELECTRICAL ROOM
E5.1
1 L14-50R L14-50R
L14-50R
L14-50R
WP
WP
(X)METER
(X)A1 - 7,9 (X)A1 - 1,3
(X)A1 - 8,10
(X)A1 - 2,4
1 TYP.
1 TYP.
(X)A - 10
(X)A - 8
2 0' 10' 20' 40'
Scale: 1" = 10'-0" (1:120)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

ELECTRICAL SITE
PLAN
240903
E1.3

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243

SHEET KEYNOTES
1 PROVIDE OUTLET WITH WEATHERPROOF LOCKABLE IN-USE
COVER.
2 REUSE EXISTING CIRCUIT SERVING THE AREA FOR STAGE
RECEPTACLE. PROVIDE J-BOX AS REQUIRED FOR CIRCUIT
EXTENSION.

GENERAL NOTES - POWER
A ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE #10AWG CONDUCTORS.

B COORDINATE POWER FEEDS, LOCATIONS, AND WIRING HARNESS

CONFIGURATION WITH FURNITURE VENDOR SHOP DRAWINGS
PRIOR TO ROUGH-IN.

C VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.

D MAINTAIN WORKING CLEARANCE IN FRONT OF ELECTRICAL
EQUIPMENT PER CEC 110.26.

E1.3 SCALE: 1" = 10'-0"
1 OVERALL SITE PLAN
(X)TELECOM CABINET

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

J

J J J J J JJ J J

J J J J J J J J J J
L1 K K1 J1 J H I G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1
WDE2 WDE2 WDE2
SS1 SS1
WDE2 WDE2
WDE2
WDE2
WDE2
WDE2
WDE2 WDE2
WDE2
WDE2
WDE2
SS1
PDE1 PDE1 PDE1 PDE1
PDE1
PDE1
PDE1
PDE1 PDE1 PDE1 PDE1 PDE1
PDE1
PDE1
PDE1
PDE1
SA1(TYP. 41)
SA1(TYP. 41)
SA1(TYP. 41)
SA1(TYP. 41)
SS1
WDE1 WDE1
(TYP. 41)
D
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1 SS1 SS1 SS1 SS1
SS1 SS1 SS1 SS1 SS1 SS1 SS1
SS1
WDE3 WDE3
WDE3
WDE3
WDE3
WDE3 WDE3 WDE3
WDE3
WDE3
SS1
1 E6.2
(X)A -19 (X)A -19 (X)A -19 (X)A -19 (X)A -19
(X)A -19
(X)A -19
(X)A -19
PDE1
PDE1
(X)A -7
(X)A -7
(X)A -9 (X)A -26 (X)A -7
(X)A -9
(X)A -9
(X)A -9
(X)A -9
(X)A -40 (X)A -40 (X)A -40 (X)A -40 (X)A -40 (X)A -40 (X)A -40 (X)A -40 (X)A -40 (X)A -40
(X)A -40
(X)A -9 (X)A -9
(X)A -25
(X)A -25
(X)A -25
(X)A -25
(X)A -25
(X)A -25
(X)A -25
(X)A -25
(X)A -25
(X)A -25 (X)A -25
(X)A -25 (X)A -25 (X)A -25
(X)A -23
(X)A -21
(X)A -21
(X)A -21 (X)A -21
(X)A -21
(X)A -21
(X)A -21
(X)A -21
(X)A -21
(X)A -42
SS1
SS1
(X)A -42
(X)A -42 (X)A -42 (X)A -42 (X)A -42
SS1 SS1 SS1 SS1
(X)A -23
(X)A -23
(X)A -42
(X)A -21
(X)A -42
(X)A -40
(X)A -40
(X)A -40
(X)A -40
(X)A -40
(X)A -25
(X)A -27
(X)A -27
(X)A -40
(X)A -40
(X)A -40 (X)A -40 (X)A -40 (X)A -40 (X)A -40
(X)A -40
(X)A -40
(X)A -40
(X)A -42
(X)A -42
(X)A -42

WP WP WP WP WP
+180" +180" +180" +180" +180"
(X)A - 11 (X)A - 11 (X)A - 26 (X)A - 26 (X)A - 26
(X) (X)A - 11 (X) (X)A - 26 (X) (X)A - 26
1 (X)A -42 (X)A -42 (X)A -42 (X)A -42 (X)A -42 (X)A -42 (X)A -42 (X)A -40
(X) (X) (X) (X) (X) (X)
(X)
(X)
(X)
(X)
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LIGHTING RCP

PLAN - AREA A
240903
E2.11

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES
1 PROVIDE WEATHERPROOF DUPLEX OUTLET FOR STRING LIGHTS.

EXTEND BRANCH CIRCUIT SERVING THE ROOF RECEPTACLES.

PROVIDE J-BOX AS REQUIRED FOR CIRCUIT EXTENSIONS.

E2.11 SCALE: 1/8" = 1'-0"
1 LIGHTING RCP PLAN - AREA A

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

R Q
P N M L L1 K K1
A11
11 10
9 8
7 6
5 4
3 2
1 SS1
WDE2
WDE2
WDE2
WDE2
SS1 SS1 SS1 SS1 SS1 SS1
PDE1
PDE1
PDE1
PDE1
PDE1 PDE1 PDE1
SA1(TYP. 41)
SA1
SA1
SA1
SS1
WDE1
SS1
SS1
SS1
SS1
SS1
WDE3
WDE3
1 E6.2
(X)A -9
(X)A -9
(X)A -9
(X)A -9
(X)A -19
(X)A -11 (X)A -11
(X)A -40 (X)A -40
(X)A -40
(X)A -40
(X)A -9
(X)A -40 (X)A -40 (X)A -40
SS1
(X)A -40
SS1
(X)A -42
(X)A -42
SS1
(X)A -25
(X)A -40
(X)A -25
(X)A -25
(X)A -40
(X)A -25
(X)A -25
(X)A -40
(X)A -40
(X)A -40
(X)A -25
(X) (X)
(X)
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LIGHTING RCP

PLAN - AREA B
240903
E2.12

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES
E2.12 SCALE: 1/8" = 1'-0"
1 LIGHTING RCP PLAN - AREA B

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

L L1 K K1 J1 J H I G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 IA1 IA1 IA1 IA1 IA1 IA1
IA1
IA1 IA1 IA1 IA1
IA1 IA1
D
(3) IA2-4 (3) IA2-4 (3)IA2-4
1 E6.2
(X)A -5
(X)A -3 (X)A -5 (X)A -3
(X)A -3 (X)A -5
(X)A -5
(X)A -25 (X)A -25 (X)A -25
(X)A -21 (X)A -21 (X)A -21 (X)A -21 (X)A -21 (X)A -21
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LIGHTING FLOOR

PLAN - AREA A
240903
E2.13

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E2.13 SCALE: 1/8" = 1'-0"
1 LIGHITNG FLOOR PLAN - AREA A

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

J
J
J
R Q
P N M L L1 K K1
A11
11 10
9 8
7 6
5 4
3 2
1 IA1 IA1 IA1
IA1 IA1
IA1 IA1
1 E6.2
(X)A -3 (X)A -5
(X)A -3 (X)A -5
(X)A -21 (X)A -21 (X)A -21
IA1 IA1 IA1 IA1 IA1 IA1 IA1 IA1
SS1
IA1 IA1 IA1 IA1 IA1 IA1 IA1 IA1
SS1
1 TYP.

IA1
IA1
SS1 SS1
2 IA1
IA1
0' 4' 8' 16' 32'
Scale: 1/8" = 1'-0" (1:96)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LIGHTING FLOOR

PLAN - AREA B
240903
E2.14

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E2.14 SCALE: 1/8" = 1'-0"
1 LIGHITNG FLOOR PLAN -ARAEA B

GENERAL NOTES - LIGHTING

A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE START OF WORK.

C ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING CONTROL

MANUFACTURER'S SHOP DRAWINGS INDICATING DEVICE TYPES,

LOCATIONS, AND CONNECTIONS FOR REVIEW AND APPROVAL
PRIOR TO PROCUREMENT.

E VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT.

SHEET KEYNOTES
1 REUSE EXISTING CIRCUITS (X)B-1,3,5, SERVING THE AREA FOR NEW LIGHTING. PROVIDE J-BOX AS REQUIRED FOR CIRCUIT EXTENSION. 2 PROVIDE WP J-BOX AND POWER CONNECTION FOR LIGHTING.

BRANCH CIRCUIT SERVING THE AREA TO BE COORDINATED WITH
CITY WORK ORDER PRIOR TO ROUGH IN.

E2.14 SCALE: 1" = 10'-0"
2 ELECTRICAL LIGHTING PLAN - GATEWAY MONUMENT SIGNAGE
E2.14 SCALE: 1/8" = 1'-0"
3 ELECTRICAL LIGHTING PLAN - NEW GATEWAY MONUMENT SIGNAGE

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

EXISTING PUMP
ROOM

EXISTING STORAGE
ROOM

EXISTING

ELECTRICAL ROOM
(X)A1
(X)A
1 2
0' 1' 2' 4' 8'
Scale: 1/2" = 1'-0" (1:24)
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

ELECTRICAL

ENLARGED PLAN
240903
E5.1

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243

SHEET KEYNOTES
1 DEMOLISH ALL ELECTRICAL FOUNTAIN FIXTURES AND DEVICES.

REMOVE BRANCH CIRCUIT BREAKER FOR NEW WORK. SEE E0.2
FOR PANEL SCHEDULE.
2 DEMOLISH MISSTING PUMP FIXTURES AND DEVICES. REMOVE
BRANCH CIRCUIT BREAKER FOR NEW WORK. SEE E0.2 FOR PANEL SCHEDULE.

GENERAL NOTES - POWER
A ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE #10AWG CONDUCTORS.

B COORDINATE POWER FEEDS, LOCATIONS, AND WIRING HARNESS

CONFIGURATION WITH FURNITURE VENDOR SHOP DRAWINGS
PRIOR TO ROUGH-IN.

C VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.

D MAINTAIN WORKING CLEARANCE IN FRONT OF ELECTRICAL
EQUIPMENT PER CEC 110.26.

E5.1 SCALE: 1/4" = 1'-0"
1 ENLARGED ELECTRICAL PLAN

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

HANDHOLE

ELECTRICAL CONDUIT
& CONDUCTORS BACK

TO BUILDING

CONCRETE PEDESTAL BASE
6-IN
A1111
LEVEL 2
11' - 0"
T.O.P
30' - 0"
LEVEL 1
0' - 0"
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

ELECTRICAL

DETAILS
240903
E6.1

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E6.1 SCALE: 12" = 1'-0"
1 INGRADE UPLIGHT

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

LEVEL 2
11' - 0"
T.O.BASE 1
18' - 1"
T.O.BASE 2
19' - 6"
T.O.B
21' - 9"
LEVEL 1
0' - 0"
A A1 B C D E F G I H J J1 K1 K L1 L M N P Q R
IA1 IA1 IA1 IA1 IA1 IA1 IA1 IA1
SS1 SS1
SS1
SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1 SS1
SA1
IA2 IA2 IA2 IA2 IA2 IA2 IA2

90.00°

90.00°
SS1
SS1
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LIGHTING

ELEVATIONS
240903
E6.2

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E6.2 SCALE: 3/32" = 1'-0"
1 FRONT FACADE LIGHTING
E6.2 SCALE: 3/32" = 1'-0"
2 EXISTING GATE SIGN - LIGHTING

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
CIRCULATION 4.7 fc 8.4 fc 0.8 fc 10.5:1 5.8:1
PLAZA 1.9 fc 39.6 fc 0.5 fc 79.2:1 3.8:1

2.0 2.3

3.7 4.0

3.3 1.9

2.7 3.0

3.4 3.6

3.5 3.0

2.7 1.9

3.3 4.0

3.7 2.6

2.0 2.2

3.2 3.6

3.1 2.7

2.6 2.8

3.1 2.8

2.7 2.9

3.1 2.8

2.6 2.6

3.1 3.6

3.1 2.2

2.4 2.7

2.6 2.3

2.1 2.1

2.2 2.2

2.1 2.0

2.1 2.2

2.2 2.1

2.1 2.3

2.6 2.6

2.3 2.2

2.1 1.9

1.7 1.6

1.6 1.6

1.5 1.5

1.4 1.5

1.5 1.6

1.6 1.6

1.7 1.9

2.0 2.1

1.6 1.7

1.4 1.3

1.2 1.2

1.2 1.1

1.1 1.1

1.1 1.1

1.2 1.2

1.2 1.4

1.5 1.6

1.6 1.2

1.4 1.3

1.1 1.0

0.9 0.9

0.9 0.8

0.8 0.8

0.9 0.9

0.9 1.0

1.1 1.4

1.5 1.2

1.9 1.5

1.2 0.9

0.8 0.8

0.7 0.7

0.7 0.7

0.7 0.7

0.7 0.8

0.9 1.0

1.2 1.7

2.2 2.6

1.5 1.1

0.9 0.8

0.7 0.7

0.6 0.6

0.6 0.6

0.6 0.7

0.7 0.8

0.9 1.2

1.7 3.3

2.5 1.5

1.1 0.9

0.8 0.7

0.6 0.6

0.5 0.5

0.5 0.6

0.6 0.7

0.8 1.0

1.2 1.7

3.0 1.2

1.4 1.3

1.1 0.8

0.7 0.6

0.5 0.5

0.5 0.5

0.5 0.6

0.7 0.8

1.1 1.4

1.7 2.1

1.9 1.8

1.6 1.2

0.9 0.7

0.6 0.5

0.5 0.5

0.5 0.5

0.6 0.7

0.9 1.3

1.8 2.3

1.3 1.4

2.9 2.0

1.3 0.9

0.7 0.6

0.5 0.5

0.5 0.5

0.5 0.6

0.7 1.0

1.4 2.2

2.9 1.4

2.9 3.0

2.1 1.3

0.9 0.7

0.6 0.5

0.5 0.5

0.5 0.5

0.6 0.7

1.0 1.4

2.2 3.0

3.3 3.3

2.4 1.7

1.2 0.9

0.7 0.6

0.5 0.5

0.5 0.5

0.5 0.6

0.7 0.9

1.2 1.8

2.6 3.9

2.7 1.9

1.4 1.0

0.8 0.7

0.6 0.5

0.5 0.5

0.5 0.5

0.6 0.7

0.8 1.1

1.4 2.0

3.2 1.3

1.5 1.2

1.0 0.8

0.7 0.6

0.5 0.5

0.5 0.5

0.5 0.6

0.7 0.8

1.0 1.3

1.6 1.6

1.3 1.4

1.4 1.1

0.9 0.7

0.6 0.5

0.5 0.5

0.5 0.5

0.6 0.7

0.8 1.1

1.4 1.6

1.3 1.7

1.9 1.7

1.3 0.9

0.7 0.6

0.5 0.5

0.5 0.5

0.5 0.6

0.7 0.9

1.2 1.7

2.0 1.8

1.4 2.9

2.1 1.4

1.0 0.8

0.6 0.6

0.5 0.5

0.5 0.6

0.6 0.7

1.0 1.4

2.1 3.6

5.6 3.0

3.0 2.1

1.4 1.0

0.8 0.7

0.6 0.6

0.6 0.6

0.6 0.7

0.8 1.0

1.3 2.2

5.3 33.0

3.4 2.5

1.8 1.3

1.0 0.8

0.7 0.7

0.6 0.6

0.6 0.7

0.7 0.8

1.0 1.2

1.9 5.8

39.6 2.8

2.0 1.5

1.2 1.0

0.9 0.8

0.7 0.7

0.7 0.7

0.7 0.8

0.9 1.0

1.2 1.6

4.6 34.9

1.5 1.8

1.5 1.3

1.1 1.0

0.9 0.8

0.8 0.8

0.8 0.8

0.9 1.0

1.1 1.2

1.4 2.7

8.6 1.6

1.8 1.8

1.5 1.3

1.2 1.1

1.0 1.0

1.0 1.0

1.0 1.1

1.1 1.3

1.5 1.7

1.9 1.9

2.1 2.4

2.4 1.9

1.6 1.5

1.4 1.3

1.2 1.2

1.2 1.3

1.4 1.4

1.6 1.9

2.4 2.6

2.0 1.9

3.6 3.1

2.5 2.1

1.9 1.8

1.7 1.6

1.5 1.6

1.7 1.8

1.9 2.1

2.5 3.2

3.7 2.1

3.8 4.3

3.7 3.1

2.7 2.6

2.6 2.5

2.2 2.0

2.2 2.5

2.6 2.5

2.6 3.1

3.7 4.5

4.2 4.4

4.4 4.3

3.5 3.3

3.3 3.6

3.7 2.9

2.7 2.9

3.7 3.5

3.3 3.3

3.5 4.4

4.6 5.0

3.8 3.2

4.2 4.0

4.2 3.6

4.3 3.1

3.6 3.9

3.6 3.1

4.3 3.6

3.7 4.1

4.3 3.4

4.3 3.7

2.4 3.4

6.0 6.0

3.3 1.8

1.7 3.1

5.9 6.0

3.3 1.8

1.7 3.1

5.8 6.2

3.7 2.9

4.5 3.8

2.5 3.4

6.1 6.5

3.7 1.9

1.7 3.2

6.3 6.4

3.4 1.7

1.8 3.4

6.4 6.3

3.7 3.0

4.6 0.8

1.8 3.5

6.2 7.9

7.7 7.7

5.6 4.7

6.8 6.9

4.8 5.4

7.6 7.8

7.8 6.3

3.8 2.2

0.8 1.0

1.5 3.5

6.8 8.3

7.9 8.4

5.9 5.0

7.1 7.2

5.0 5.7

8.3 7.9

8.2 7.1

3.8 1.6

1.1 3.9 7.1 6.6 3.6 2.7 2.5 2.4 2.3 2.5 3.7 6.7 6.7 3.5 1.7 1.8 3.4 6.6 6.5 3.3 1.7 1.2 1.5 3.3 6.5 6.4 3.3 1.7 1.1 1.6 3.6 6.9 7.0 3.4 1.7 0.9 0.5 0.2

6.4 3.7

3.8 2.2

2.7 2.3

2.4 2.2

2.3 2.2

2.2 2.3

2.4 3.3

3.4 5.7

5.8 6.2

6.4 3.5

3.6 1.7

1.9 1.6

1.6 2.9

3.0 5.6

5.8 5.9

6.4 3.2

3.5 1.5

1.8 1.0

1.2 1.3

1.4 2.8

2.9 5.6

5.8 5.9

6.3 3.3

3.6 1.5

1.9 1.0

1.4 1.4

1.4 2.9

3.1 5.7

6.1 6.2

6.9 3.4

3.8 1.4

1.8 0.8

1.0 0.5

0.6 0.3

0.1 L1 K K1 J1 J H I G F E C B A1 A
A11
11 10
9 8
7 6
5 4
3 2
1 D
(TYP. 41)
(TYP. 41)
1 E6.2
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LIGHTING PLAN

AREA A -

PHOTOMETRICS
240903
E7.1

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E7.1 SCALE: 1/8" = 1'-0"
1 LIGHTING RCP PLAN - AREA A PHOTOMETRICS

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025




         
   
    
 

 

  

ISSUED FOR

CONSTRUCTION

Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
CIRCULATION 4.7 fc 8.4 fc 0.8 fc 10.5:1 5.8:1
PLAZA 1.9 fc 39.6 fc 0.5 fc 79.2:1 3.8:1

2.0 2.3

3.7 4.0

3.3 1.9

2.7 3.0

3.4 3.6

3.5 3.0

2.7 1.9

3.3 4.0

3.7 2.6

2.0 3.7

2.4 3.4

6.0 6.0

3.3 1.8

1.7 3.1

5.9 6.0

3.3 1.8

1.7 3.1

5.8 6.2

3.7 2.9

4.5 3.8

2.5 3.4

6.1 6.5

3.7 1.9

1.7 3.2

6.3 6.4

3.4 1.7

1.8 3.4

6.4 6.3

3.7 3.0

4.6 0.1 0.1 0.2 0.5 1.3 3.4 6.6 5.9 2.8 1.2 1.0 1.6 3.7 6.8 5.8 2.7 1.5 1.7 3.9 7.1 6.6 3.6

6.4 3.7

3.8 R Q
P N M L L1 K K1
A11
11 10
9 8
7 6
5 4
3 2
1 (TYP. 41)
1 E6.2
Exp. 03/31/27
No. E 21090
A N

T O N N A T H A N
S
O N
L A

EC T R I C
L E
REE

REGISTERED PROFESSIONAL
ENGIN

STATE OF CALIFORNIA
5473 KEARNY VILLA RD, STE 200, SAN DIEGO, CA 92123
www.ELENConsulting.com
PROJECT NUMBER:

SHEET TITLE:

NOT FOR

CONSTRUCTION
PROJECT:
9640 GRANITE RIDGE DR, SUITE 130
SAN DIEGO, CA 92123
619.698.9177 | www.coargroup.com
SHEET NUMBER:

DESCRIPTION: DATE:

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
04/29/25

CONSTRUCTION

DOCUMENTS

BID STE
08/01/2025
10/23/2005
005-162

LIGHTING PLAN

AREA B -

PHOTOMETRICS
240903
E7.2

EMBELLECE EL CENTRO

CITY OF EL CENTRO
679 MAIN ST, EL CENTRO,
CA 92243
E7.2 SCALE: 1/8" = 1'-0"
1 LIGHTING RCP PLAN - AREA B PHOTOMETRICS

SCHEMATIC
DESIGN
12/18/2024
DESIGN

DEVELOPMENT
4/29/2025

CONSTRUCTION

DOCUMENTS

BID SET
08/01/2025
10/23/2025
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  

ISSUED FOR

CONSTRUCTION

34 71 00.A1 PLAN VIEW SOUTH ELEVATION WEST ELEVATION PERSPECTIVE VIEW 2 PLAN NORTH FINISHED SURFACE Notes: -All structures will have bolted connections for shipping and installations purposes. -Standard details being shown as an example. Final details t.b.d. during final Engineering phase. -All dimensions and heights must be field verified prior to any final design, fabrication or installation work. As manufactured and installed by: USA SHADE Contact : Will King (714) 241-5567, (800) 966-5005 [email protected] FINISHED SURFACE PERSPECTIVE VIEW 1 Approved By : Checked By : Drawn By :

REV DESCRIPTION DRW CHK ENG DATE REV. DWG. DRAWING DESCRIPTION: CUSTOMER: PROJECT NAME: LOCATION: STRUCTURE TYPE: SIZE: PAGE IAS CERTIFICATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA): 355 CERTIFICATIONS:

THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF

USA SHADE
AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. 2580 ESTERS BLVD., SUITE 100
DFW AIRPORT, TX 75261
800-966-5005
CORPORATE HEADQUARTERS OPTION 2 CA0525WK22625 1002 COAR DESIGN GROUP EMBELLECE EL CENTRO 675 MAIN ST. EL CENTRO, CA 92243 SINGLE POST PYRAMID CANTI 20' X 20' X 10'e (QTY. 6) AZR 10/14/25 AZR 10/14/25 AZR 10/14/25 20'-0" 35'-3" 35'-3" 20'-0"
63'-0"
23'-0"
10'-0"
14'-4" 20'-0"
10'-0"
14'-4" 15'-3" 20'-0" 15'-3" 20'-0" 20'-0" 23'-0" 20'-0"

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 Embellece El Centro
Priced per SOURCEWELL Contract Number 010521-LTS-6
11/6/2025
Pricing Valid for 15 Days
Project Information Sales Information
Purchaser: City of El Centro Contact: Omar Negrete Sales Rep: Will King
Project Name: Embellece El Centro Phone: [email protected] g
Phone: 714 241 5567
Quote No: CA0525WK22625 Email: 7603379473 Email: [email protected] Billing Information Shipping Information Jobsite Information Name: City of El Centro Name: Embellece El Centro Name: Embellece El Centro Address: 1275 Main St Address: 675 Main Street Address: 675 Main Street City: El Centro City: El Centro City: El Centro
State: CA State: CA State: CA
Zip Code: 92243 Zip Code: 92243 Zip Code: 92243
Contact: TBD Contact: Contact:

Email: Email: Email:

Phone: Phone: Phone:

NOTE: This message is intended only for the use of the individual to whom it is addressed, and contains information that is privileged, confidential, and exempt from disclosure under applicable law. If you are not the intended recipient, or the employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any unauthorized disclosure, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by phone and return the original message to the applicable address above.

CORPORATE ADDRESS:
2580 Esters Blvd., Suite 100 DFW
Airport, TX 75261
MAILING ADDRESS:

P.O. Box 3467 Coppel, TX 75019
REMITTANCE ADDRESS:

P.O. Box 734158 Dallas, TX 75373-4158
SOUTHERN CALIFORNIA:
1085 N. Main Street, Suite C
Orange, CA 92867
NORTHERN CALIFORNIA:
927 Enterprise Way, Suite A
Napa, CA 94558
ARIZONA:
2415 S. 18th Place
Phoenix, AZ 85024
LAS VEGAS:
3111 So. Valley View Blvd. Suite B-117
Las Vegas, NV 89102

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533

PRODUCTS

DESCRIPTION DETAILS
Single Post Pyramid Cantilever Model Number Dimensions Entry Height QTY IMAGE 124.1 20’x20’ 10’
6 Fabric Type Fabric Color Electrical Provisions
ColourshadeFR TBD Excluded
Steel Finish Steel Color Cable/HDW Finish
Powder Coated w/ Coastal
Primer TBD Galvanized
Footing Type Mounting Type Anchor Bolts
Drilled Pier Recessed Base Plate Included

SOURCEWELL PRICING

QTY PART NUMBER DESCRIPTION UNIT PRICE UNIT TOTAL
6 124.1 Single Post Pyramid Canti $10,533.70 Each $63,202.20 6 FR FABRIC Colourshade FR $108.36 Each $650.16
1 Coastal Primer $600.60 Each $3,603.60
6 Anchor Bolts $450.28 Per Structure $2,701.68
Unit Subtotal: $70,157.64
Shipping and Handling: $8,500.00
Taxable Subtotal: $86,657.64
Sales Tax @ 8.25%: $7,149.25
Equipment Installation: $59,633.99
Site Preparation: $2,000.00
Planning and Design Services: $2,000.00
Engineering: $4,500.00
TOTAL PRICE: $161,940.88

INCLUSIONS / EXCLUSIONS

INCLUDED / EXCLUDED ENGINEERING REQUIREMENTS INCLUDED / EXCLUDED INSTALLATION - MISCELLANEOUS Included Sealed Drawings Included Prevailing Wage / Certified Payroll Included Sealed Calculations Excluded Union Wages
Excluded Permit Submittal Excluded Fencing
Excluded Permit Fee Included Dirt Removal
Excluded DSA Submittal & Fees Excluded Water and Electrical Included Design and Engineering of Structure Excluded Landscape Repair Included Design and Engineering of Foundation Excluded Demolition (Existing Structures) Excluded Reactions/Loads for Attachment to Walls, Rooftops, etc. Excluded Payment and Performance Bonds Excluded Foundation Location and Elevation Survey Excluded Special Inspection Fees

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 Construction Assumptions
1) The designated area for our structures will be accessible by drive-up for unloading of our trucks and equipment, including personnel man-lifts, forklifts, etc. Should a crane be required and direct access not available, additional costs for such will be submitted by a Change Order. 2) Our pricing is based on the ability to perform all of our work with clear, sequential, and continuous access without interruption during normal daytime working hours. We have assumed one mobilization for the installation of foundations, steel and fabric; if additional mobilizations are required, there will be an additional charge. We will require exclusive access to the area for our work during the construction process.
3) Our pricing does not include daily site delays accessing the work areas. USA SHADE will submit a Change Order for any delays caused by other trades which interfere or cause us to stop working. 4) We will require site sanitary facilities and refuse containers by others within 200 feet of our work. 5) USA SHADE will leave its work and materials in a clean condition at the conclusion of our work. 6) Barricades and public security requirements are not included. 7) Unless specifically included in this proposal, this agreement does not include, and Company will not provide, services, labor, or materials for any of the following work: (a) removal and disposal of any materials containing asbestos or any hazardous materials as defined by the EPA; (b) moving Owner’s property around the installation site; (c) repair or replacement of any Purchaser or Owner-supplied materials; or (d) repair of damage to existing surfaces that may occur when construction equipment and vehicles are being used in the normal course of construction. 8) Pricing for foundation design is based on drilled pier footings. In the event the geotechnical report requires an alternate configuration, any additional costs incurred will be submitted to the client by a Change Order.
9) Digging of our foundations will not be constrained by any existing concrete or utilities. USA SHADE will not be responsible for moving or repairing any underground utility lines such as electrical, telephone, gas, water, or sprinkler lines that may be encountered during installation. 10) Any additional costs incurred as a result of hard rock conditions requiring extra equipment, utility removal or repair, resulting in delay, will result in additional charges unless they are detailed on asbuilt site drawings provided to USA SHADE or marked on the ground and communicated to USA SHADE in writing prior to installation.

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533

GENERAL TERMS & CONDITIONS AND WARRANTY
1) Proposal: The above proposal is valid for 15 days from the date first set forth above. After 30 days, we reserve the right to increase prices due to the rise in cost of raw materials, fuel, or other cost increases. When applicable, USA SHADE & Fabric Structures reserves the right to implement a surcharge for significant increases in raw materials, including, but not limited to; fuel, steel, and concrete. Due to the duration of time between proposals, contracts, and final installation, USA SHADE & Fabric Structures reserves the right to implement this surcharge, when applicable. 2) Purchase: By executing this proposal, or submitting a purchase order pursuant to this proposal (which shall incorporate the terms of this agreement specifically by reference) which is accepted by USA SHADE & Fabric Structures (the “Company”), the purchaser identified above (“you” or the “Purchaser”) agrees to purchase Shade Structures brand shade structures (“Structures”) and the services to be provided by the Company, as detailed in the “Structure Pricing” and “General Scope of Work” sections of this agreement, above, or in the relevant purchase order accepted by the Company, for use by Purchaser or for installation by Company or Purchaser on behalf of a thirdparty who will be the ultimate owner of the Structures (the ultimate owner of a Structure, whether Purchaser or a third-party, being the “Owner”).
3) Short Ship Claims: Purchaser has 15 days from receipt of the structures to file a short ship report in writing to its sales representative. Company will not honor claims made after this time. 4) Short Ship Claims: Purchaser has 15 days from receipt of the structures to file a short ship report in writing to its sales representative. Company will not honor claims made after this time. 5) Bonding Guidelines: If Purchaser will use or provide the Structures and Services for an Owner other than Purchaser (including, without limitation, as a subcontractor of Purchaser), Purchaser will include the following statement in Purchaser’s contract with Owner:
“The manufacturer’s warranty for the Shade Structures brand shade structures is a separate document between USA SHADE & Fabric Structures and the ultimate owner of the Shade Structures brand shade structures, which will be provided to the ultimate owner at the time of completion of the installation and other services to be provided by USA SHADE & Fabric Structures. Due to surety requirements, any performance and/or payment bond will cover only the first year of the USA SHADE & Fabric Structures warranty.” 6) Insurance Requirements: Company is not required to provide any insurance coverage in excess of Company’s standard insurance. A copy of the Company’s standard insurance is available for your review prior to acceptance of the Company’s proposal.
7) Payment: Terms of payment are defined in the “Pricing Details” section and are specific to this contract. For purposes of this agreement, “Completion” is defined as being the point at which the Structure is suitable for its intended use, the issue of occupancy consent, or a final building department approval is issued, whichever occurs first. Progress billing and payment will be required. All payments must be made to Shade Structures, Inc., P.O. Box 734158, Dallas, TX 75373- 4158. Company may use all remedies available to it under current laws including, but not limited

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 to, filing of liens against the property and using a collection agency or the courts to secure the collection of the outstanding debt.
8) Lien Releases: Upon request by Owner, Company will issue appropriate partial lien releases as corresponding payments are received from Purchaser, but prior to receiving final payment from Purchaser or Owner. Company will provide a full release of liens upon receipt of final payment. In accordance with state laws, Company reserves the right to place a lien on the property if final payment has not been received 10 days prior to the filing deadline for liens. 9) Site Plan Approval, Permit/s, Permit Fees, Plans, Engineering Drawings, and Surveying: Site plan approval, permits, permit fees, plans, engineering drawings, and surveying are specifically excluded from this agreement and the Services unless specified under the “General Scope of Work”. The Company does not in any way warrant or represent that a permit or site plan approval for construction will be obtained. Sealed engineered drawings that are required but not included in the “General Scope of Work” will result in an additional cost to Purchaser. 10) Manufacturing & Delivery: Manufacturing lead-time from Company’s receipt of the “Notice To Proceed” is approximately 6 to 8 weeks for standard structures, and 8 to 12 weeks for custom structures. Delivery is approximately 1 week thereafter. Delivery of structures may be prior to or at start of assembly. Please note that these timelines do not include approval or permitting timeframes.
11) Returned Product, Deposits, and/or Cancelled Order: Within the first 45 days after shipment from our facility, all returned product(s) and cancelled orders are subject to a 50% restocking fee. No returns are available following this 45 day period. All deposits are non-refundable. All expenses incurred (engineering, site surveys, shipping, handling, etc.) are the responsibility of the Purchaser, up to notice of cancellation.
12) Concealed Conditions: ”Concealed conditions” include, without limitation, water, gas, sprinkler, electrical and sewage lines, post tension cables, and steel rebar. This agreement is based solely on observations the Company was able to make either by visual inspection or by drawings and/or plans submitted by Owner at the time this agreement was bid. If additional Concealed Conditions are discovered once work has commenced, which were not visible at the time this proposal was bid, Company will stop work and indicate these unforeseen Concealed Conditions to Purchaser or Owner so that Purchaser and Company can execute a Change Order for any additional work. In any event, any damage caused by or to unforeseen Concealed Conditions is the sole responsibility of the Purchaser and Company shall not be held liable for any such damage. Soil conditions are assumed to be soil that does not contain any water, hard rock (such as limestone, caliche, etc.), rocks larger than 4 inches in diameter, or any other condition that will require additional labor, equipment and/or materials not specified by the Purchaser or Owner in the bidding process. Any condition requiring additional labor, equipment, and/or materials to complete the drilling or concrete operations will require a Change Order before Company will complete the process. Price quotes are based on a drilled pier footing. Any variation will incur additional charges (i.e. spread footings, concrete mat, sand, water, landfill, etc.). Costs for footing and installation do not include any allowance for extending below frost lines (the additional costs for which vary by geographical region)
13) Changes in the Work: During the course of this project, Purchaser may order changes in the work (both additions and deletions). Additionally, an approving agency may require changes in the work

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 from the original design or engineering quoted and provided by the Company (both additions and deletions.) The cost of these changes will be determined by the Company, and a Change Order form must be completed and signed by both the Purchaser and the Company, which will detail the “General Scope of the Change Order”. Should any Change Order be essential to the completion of the project, and the Purchaser refuses to authorize such Change Order, then Company will be deemed to have performed its part of the project, and the project and services will be terminated.

Upon such termination, Company will submit a final billing to Purchaser for payment, less a labor allowance for work not performed but including additional charges incurred due to the stoppage.

No credit will be allowed for materials sold and supplied, which will remain the property of the Purchaser.
14) Indemnification: To the fullest extent permitted by law, Purchaser shall indemnify, defend, and hold harmless the Company and its consultants, agents, and employees or any of them from and against claims, damages, losses and expenses, including, but not limited to, attorneys’ fees related to the installation of the Structure or performance of the services, provided that such claim, damage, loss, or expense is attributable to bodily injury to, sickness, disease, or death of a person, or to injury to or destruction of tangible property, but only to the extent caused by the negligent acts or omissions of the Purchaser or its agents, employees, or subcontractors, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss, or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in Section 15. 15) Statement of Limited Warranty:
• The structural integrity of all supplied steel is warranted for ten years. • If assembly is provided by the Company, workmanship of the structure is covered for one year, including labor for the removal of any failed part, disassembly (if necessary), cost of shipping, and reassembly.
• All steel surface finishes are warranted for one year. • Shadesure™, Colourshade® FR, eXtreme 32™, Commercial 95™, SaFRshade™, and Monotec 370™ fabrics all carry a ten year limited manufacturer’s warranty against failure from significant fading, deterioration, breakdown, outdoor heat, cold, or discoloration. Should the fabric need to be replaced under the warranty, the Company will manufacture and ship a new replacement fabric at no charge for the first six years, thereafter pro-rated at 20% per year over the remaining four years. The following are exceptions to the preceding warranty terms:
o Shadesure™ fabrics in Red, Yellow, Atomic Orange, Electric Purple, Zesty Lime, Cinnamon, Olive, and Mulberry carry a five year pro-rated. o Fabric tops attached to Coolbrella™ structures carry a three-year warranty; o Individual fabric tops measuring greater than 40’ in length are covered by a non-prorated five-year warranty;
o Precontraint 502™ waterproof membrane is subject to an eight-year prorated warranty. • Sewing thread is warranted for ten years.

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 • These limited warranties are effective from the date of sale, or, if assembly is provided by the Company, upon receipt by Company from Purchaser of a completed and signed “Customer Checklist and Sign-off” form.
• In its sole discretion, the Company will repair and or/replace defective structures, products or workmanship, or refund that portion of the price related to the defective product, labor, or service rendered.
• The Company reserves the right, in cases where certain fabric colors have been discontinued, to offer the Purchaser or Owner a choice of available alternative colors to replace the warranted fabric. The Company does not guarantee that any particular color will be available for any period of time, and reserves the right to discontinue any color for any reason, without recourse by the Purchaser or Owner of the discontinued fabric color. • Should the Purchaser or Owner sell the structures to another party, the warranty cannot be transferred to the new owner without a complete and thorough on-site inspection performed by a Company representative. Please contact the Company at warranty@usashade.com for more details. • All warranty claims covering Company supplied structures, products, and services must be submitted by Purchaser or Owner in writing to the Company within thirty days from the date of discovery of the alleged defect and must include a detailed description and applicable photographs of the alleged defect or problem. Warranty claims should be submitted by email to [email protected].
• Purchaser or Owner agrees that venue for any court action to enforce these limited warranties shall be in the City or County of Dallas in the State of Texas, USA. • These limited warranties are void if:
o the supplied structures, products, services and/or labor are not paid for in full;
o the structures are not assembled in strict compliance with USA SHADE specifications;
o any changes, modifications, additions, or attachments are made to the structures in any way, without prior written approval from the Company.

Specifically, no signs, objects, fans, light fixtures, etc. may be hung from the structures, unless specifically engineered by the Company. • These limited warranties do not cover defects and/or damages caused by:
o normal wear and tear;
o misuse, willful or intentional damage, vandalism, contact with chemicals, cuts and Acts of God (i.e. tornado, hurricane, micro/macros burst, earthquake, wildfires, etc.);
o ice, snow or wind loads in excess of the designed load parameters engineered for the supplied structures;
o use, maintenance, neglect, repair, and/or service inconsistent with the Company’s written care and maintenance instructions, provided with the order.

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 • The limited warranties explicitly exclude:
o workmanship related to assembly not provided by the Company or its agents;
o fabric curtains, valances, and flat vertical panels;
o fabric tops installed on structures that were not engineered and originally supplied by the Company.
• THE COMPANY SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL, SPECIAL,

LIQUIDATED, EXEMPLARY, OR PUNITIVE DAMAGES, OR ANY LOSS OF REVENUE, PROFIT, USE

OR GOODWILL, WHETHER BASED UPON CONTRACT, TORT (INCLUDING NEGLIGENCE), OR

ANY OTHER LEGAL THEORY, ARISING OUT OF A BREACH OF THIS WARRANTY OR IN

CONNECTION WITH THE SALE, INSTALLATION, MAINTENANCE, USE, OPERATION OR REPAIR OF ANY PRODUCT OR SERVICE. IN NO EVENT WILL THE COMPANY BE LIABLE FOR ANY

AMOUNT GREATER THAN THE PURCHASE PRICE FOR ANY PRODUCT OR SERVICE PROVIDED BY THE COMPANY.
• THE FOREGOING LIMITED WARRANTY IS THE SOLE AND EXCLUSIVE WARRANTY FOR THE COMPANY’S PRODUCTS AND SERVICES, AND IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, IN LAW OR IN FACT. SELLER SPECIFICALLY DISCLAIMS ALL OTHER

WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ALL IMPLIED

WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR USE OR PURPOSE,

AND ANY IMPLIED WARRANTIES ARISING OUT OF COURSE OF DEALING OR PERFORMANCE OR TRADE USAGE. PURCHASER, BY ACCEPTANCE AND USE OF THIS LIMITED WARRANTY,

WAIVES ANY RIGHTS IT WOULD OTHERWISE HAVE TO CLAIM OR ASSERT THAT THIS LIMITED WARRANTY FAILS OF ITS ESSENTIAL PURPOSE.

Colourshade ® and eXtreme 32™ are registered trademarks of Multiknit Pty. Ltd.

Commercial 95™ and SaFRshade™ are registered trademarks of Gale Pacific USA Inc Monotec 370™ is a registered trademark of PRO-KNIT Industries Pty. Ltd.

Precontraint 502™ is a registered trademark of Serge Ferrari North America, Inc. 16) Assembly/Installation:
• Company will notify Purchaser of the scheduled assembly date. Owner agrees to have an owner representative meet the assembly crew at the job site on the scheduled assembly date to verify the exact location where the structure(s) is to be placed. • Labor for the removal, assembly, and/or freight charges will only be covered by Company in instances where the structures supplied and installed by Company are determined by the Company to be defective. In all cases where structures are not installed by Company, all labor for the removal, assembly, and/or freight of the structures will be the Purchaser’s responsibility. • Installation prices are based on a single mobilization charge. If additional mobilizations are required, there will be additional charges.
• If the requested services require Company access to Owner’s premises, Company will be provided access to the Owner’s premises free and clear of debris, automobiles, or other interference Monday ~ Friday during the hours of 8:00am to 6:00pm, and Company will have access to water and electrical facilities during installation. Additional charges will apply if

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 utilities are not easily accessible. Where applicable, all vehicles will be moved prior to Company’s crew beginning any installation.
• Company will not be responsible for moving or repairing any underground utility lines such as electrical, telephone, gas, water, or sprinkler lines that may be encountered during installation. • Any additional costs incurred as a result of hard rock conditions requiring extra equipment, utility removal or repair resulting in delay will result in additional charges unless they are detailed on as-built site drawings provided to Company or marked on the ground and communicated to Company in writing prior to fabrication and installation. 17) Installation/Assembly on-site: Where installation/assembly is part of the services, Purchaser must provide the Company with a detailed drawing prepared by or for the Owner showing exactly where the structures are to be assembled as well as detailing any obstacles or other impediments that may cause the assembly process to be more difficult. Any fixture(s), e.g., playground, pools, etc., that the structures are to be assembled over must also be detailed, along with their peak heights (if applicable).
18) Site/Use Review by Purchaser: Company relies on the Purchaser to determine that the structures ordered are appropriate and safe for the Owner’s installation site and/or intended use. Company is not responsible for damages or injuries resulting from collisions by moving objects or persons with the structure post(s). Company can recommend, or supply at additional cost, padding for posts from a third party manufacturer.
19) Preparatory Work: Where installation/assembly is part of the services and in the event that the foundation or job site is not suitable or ready for assembly to begin on the scheduled day, a Delay of Order notification must be sent to Company at least 4 working days prior, in order to allow Company to reschedule the project. In the event that Company is not notified and incurs an expense in attempting to execute the assembly, a re-mobilization charge may be charged to Purchaser before Company will reschedule the assembly.
20) Delegation: Subcontractors: The services and the manufacturing and assembly of the structures may be performed by subcontractors under appropriate agreements with the Company. 21) Force Majeure: Impracticability: The Company shall not be charged with any loss or damage for failure or delay in delivering or assembling of the structures when such failure or delay is due to any cause beyond the control of the Company, due to compliance with governmental regulations or orders, or due to any Acts of God, strikes, lockouts, slowdowns, wars, or shortages in transportation, materials or labor.
22) Dispute Resolution: Any controversy or claim arising out of or related to this agreement must be settled by binding arbitration administered in Dallas, TX by a single arbitrator selected by the parties or by the American Arbitration Association, and conducted in accordance with the construction industry arbitration rules. Judgment upon the award may be entered in any court having jurisdiction thereof.
23) Entire Agreement; No Reliance: This agreement represents and contains the entire agreement between the parties. Prior discussion or verbal representations by the parties that are not contained in this agreement are not part of this agreement. Purchaser hereby acknowledges that it has not received or relied upon any statements or representations by Company or its agents which

www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 are not expressly stipulated herein, including without limitation any statements as to the structures, warranties, or services provided hereunder.
24) No Third-Party Beneficiaries: This agreement creates no third-party rights or obligations between Company and any other person, including any Owner who is not also a Purchaser. It is understood and agreed that the parties do not intend that any third party should be a beneficiary of this agreement.
25) Governing Law: The agreement will be construed and enforced in accordance with the laws of the State of Texas.
26) Assignment: Purchaser may not assign this agreement, by operation of law or otherwise, without the prior written consent of Company. The agreement shall be binding upon and insure to the benefit of the Company and the Purchaser, and their successors and permitted assigns. 27) Electronic Signatures. Each party agrees that the electronic signatures of the parties to this Agreement, whether digital or encrypted, including but not limited to the use of a typed name, are intended to authenticate this writing and to have the same force and effect as manual signatures.

Electronic signature means any electronic sound, symbol, or process attached to or logically associated with a record and executed and adopted by a party with the intent to sign such record, including but not limited to typed or email electronic signatures.

PURCHASER: SELLER:

Shade Structures, Inc. DBA USA Shade
NOTE: All purchase orders and contracts should be drafted in the name of Shade Structures, Inc.

Signature:

By:

Title:

Date:

Signature:Will King
By: Will King
Title: Architectural Specialist
Date: 11.6.2025

9640 Granite Ridge Drive, Suite 130, San Diego, CA 92123

PROJECT MANUAL
for

CITY OF EL CENTRO

EMBELLECE EL CENTRO TOWN SQUARE RENOVATION

EL CENTRO, CA
100% CD Specifications: 10/23/2025
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City of El Centro 10/23/2025
Embellece El Centro Town Square Renovation TABLE OF CONTENTS El Centro, California TOC-2

TECHNICAL SPECIFICATIONS
DIVISION 01 – GENERAL REQUIREMENTS
01 10 00 Summary of Work
01 20 00 Project Meetings
01 20 10 Measurement and Payment
01 23 00 Alternates
01 26 00 Modifications Procedures
01 30 00 Submittals
01 32 30 Progress Schedules
01 35 20 Construction Indoor Air Quality Management
01 41 00 Testing and Inspection
01 42 00 References and Definitions
01 45 00 Environmental Protection
01 50 00 Construction Facilities
01 52 00 Construction Waste Management
01 60 00 Material and Equipment
01 63 00 Substitutions and Product Options
01 70 00 Construction Procedures
01 71 00 Contract Closeout
01 72 00 Cleaning
01 73 00 Project Record Documents
01 74 00 Warranties
01 82 00 Demonstration and Training
DIVISION 02 – EXISTING CONDITIONS
02 41 19 Selective Demolition
DIVISION 03 – CONCRETE
03 30 00 Cast-In-Place Concrete
DIVISION 04 – MASONRY – NOT USED
DIVISION 05 – METALS
05 15 00 Structural Steel Framing
05 40 00 Cold-Formed Metal Framing
05 50 00 Metal Fabrications
DIVISION 06 – WOOD, PLASTICS, COMPOSITES – NOT USED
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
07 25 00 Weather Barriers
07 92 00 Joint Sealants
DIVISION 08 – OPENINGS – NOT USED
DIVISION 09 – FINISHES
09 24 00 Cement Plastering
09 30 13 Ceramic Tiling
09 91 13 Exterior Painting

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DIVISION 10 – SPECIALTIES
10 14 00 Signage
DIVISION 11 – EQUIPMENT – NOT USED
DIVISION 12 – FURNISHINGS – NOT USED
DIVISION 22 – PLUMBING – NOT USED
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) – NOT USED DIVISION 26 – ELECTRICAL – SEE ELECTRICAL DRAWINGS
DIVISION 27 – COMMUNICATIONS – NOT USED
DIVISION 31 – EARTHWORK
31 63 29 Drilled Concrete Piers and Shafts
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 13 13 Concrete Paving
32 18 16 Synthetic Grass System
32 80 00 Landscape Irrigation
DIVISION 33 – UTILITIES – NOT USED

END OF TABLE OF CONTENTS

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City of El Centro 10/23/2025
Embellece El Centro Town Square Renovation SUMMARY OF WORK El Centro, California SECTION 01 10 00-1
SECTION 01 10 00

SUMMARY OF WORK
PART 1 – GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS
A. Work of this Contract comprises remodel construction work to City of El Centro Town Square building and portions of Main Street between 4
th Street and 8th Street including construction
of a new gateway monument sign near the intersection of Main Street and 8 th Street.

B. The Project is located at 679 Main Steet, El Centro, California, as shown on Documents prepared by COAR Design Group.

C. This project consists of interior courtyard and exterior façade remodeling of the existing Town Square building, exterior façade remodeling of the existing 4 th Street gateway signage,
construction of a new gateway sign on Main Street adjacent to 8 th Street, removal and
installation of benches along Main Street, and installation of storm drain insert grates at existing storm drain inlet locations along main street. Contractor will not need to stage the building remodel, however Contractor shall coordinate any work occurring in the public rightof-way with the City of El Centro. Project includes demolition of existing exterior concrete and turf flatwork, sprayground features, light fixtures, electrical and data receptacles, and partial wall surfaces to accommodate installation of new exterior concrete and turf flatwork, building signage, lighting, building finishes, ornamental fencing and gates, and electrical and data outlets. See section 01 23 00, “Alternates” for Bid Alternates related to this project.

C. Construction shall be in conformance with the California Building Code, current adopted edition, and all local codes and ordinances.

D. The Standard Specifications for Public Works Construction (2021) commonly referred to as the "Green Book" (excluding Sections 1-9), Current Standard Drawings of the County of Santa Clara, Current Regional Standard Drawings, California Department of Transportation (CalTrans) Standard Plans (July 2022), and State of California Manual of Traffic Controls (1990), are made a part of these Specifications. All provisions applicable to the work to be performed in accordance with these drawings and Special Provisions if this project shall apply whether specifically referred to or not. References to these Standard Specifications have been made in the Special Provisions. These references apply directly to the work the Contractor is to perform.

1.02 CONTRACTOR RESPONSIBILITIES
A. In addition to the work described elsewhere in the Contract Documents, the Contractor shall be responsible for:

1. Coordination with all utility companies and public agencies including but not limited to, City of El Centro, as necessary.

B. Cautions: Because of the limitations of available as-built information, there is no assurance that all existing utilities are shown. The contractor shall proceed with caution to ensure that all utilities encountered, whether or not of record, shall be protected from damage. The contractor shall take all precautions necessary to protect himself, all his employees and

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Embellece El Centro Town Square Renovation SUMMARY OF WORK El Centro, California SECTION 01 10 00-2
subcontractors, and the general public from injury which may result from contact with utility services.

C. The City has endeavored to determine the existence of utilities at the site of the work from the records of the City of known utilities in the vicinity of the work. The positions of these utilities as derived from such records are shown on the plans.

D. No excavations were made to verify the locations shown for underground utilities. The service connections to these utilities are not shown on the plans. It shall be the responsibility of the Contractor to determine the exact location of all service connections. The Contractor shall make his own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing work which could result in damage to such utilities. The Contractor shall immediately notify the Architect as to any utility discovered by him in a different position than shown on the plans or which is not shown on the plans.

E. The Contractor shall pothole, and locate, existing service lines to prevent damage and inconvenience to the public. The Contractor shall be responsible for the replacement of any disturbed utility lines and sprinkler systems as a part of this Contract, and full compensation for such work shall be considered as included in the Contract Price. The public utility, where they are the City, shall have the sole discretion to perform repairs or relocation work, or permit the Contractor to do such repairs or relocation work at a reasonable price. An existing utility which is damaged as a result of the Contractor's operations shall also be removed or replaced at the Contractor’s expense. The Contractor shall contact and coordinate with the utility and the City for the relocation and/or replacement of their facility within the work area.

F. If the Contractor, while performing the Contract, discovers utility facilities not identified by the City in the Contract Drawings or Specifications, it shall immediately notify the Architect and utility in writing.

G. The fact that existing utilities and improvements, either above or below the ground surface, are not shown on the drawings shall not relieve the Contractor of liability for complete and careful protection of said utilities or improvements from damage as specified herein.

H. All repairs to damaged utilities or improvements shall be inspected and approved by an authorized representative of the utility and/or City before being concealed by backfill or other work.

I. In all cases of alteration or relocation of service connections, the Contractor shall notify the customer being affected a minimum of four (4) hours prior to said alteration or relocation, and service connection shall be returned to service in an amount of time not to exceed four (4) hours or as agreed between the parties.

J. Damage to any existing utility by the Contractor that is discovered within one year after acceptance of the work by the City shall be repaired by the contractor at his expense.

1.03 CONTRACTOR USE OF PREMISES
A. The Contractor shall confine the storage of materials and the operations of his workforce to limits indicated by law, ordinances, permits, the drawings and direction of the Architect, and shall not unreasonably encumber the premises.

B. Contractor shall be limited to the immediate site area for storage of all materials and equipment. No storage on adjacent streets or adjoining site areas will be permitted.

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C. There shall be no accumulation of any debris, waste, surplus building materials in any portion of the job site. Remove all debris on a daily basis to a legal dumpster and arrange for disposal on a regular basis.

1. Refer to Section 01 72 00, "Cleaning" for additional cleanup requirements.

1.04 SPECIAL CONDITIONS OF USE OF PREMISES
A. The maximum use of "low-noise emission products" as certified by the Environmental Protection Agency shall be made when available. No loud music will be permitted.

B. Harassment: There shall be no whistling, hooting, cat-calling or any other sort of verbal harassment of individuals passing by in the vicinity of the construction site.

C. Contractor and subcontractor workforce shall not park any vehicles in front of adjacent development. Street parking will be permitted, where allowed by law, on adjacent streets which do not contain residential development.

D. No alcohol or illegal drugs will be permitted on the premises.

E. Smoking shall be limited to designated areas assigned by the Architect. No smoking will be permitted at any time within the buildings.

1.05 RESTRICTIONS ON OPERATIONS
A. Restrictions upon interrupting utility services: Existing utility service must be maintained at all times.

1. Ensure that new utility lines are complete including testing, except for the connections, before interrupting existing service.

2. A minimum of 15 working days notice is required prior to making any utility cutovers.

1.06 JOB SITE SAFETY
A. In submitting a bid, Contractor assumes all responsibility for construction means and methods and the maintenance of job-site safety of the Contractor's own forces, subcontractors, agents of the City, consultants to the City, and the general public.

B. During the entire construction period, it shall be the responsibility of the Contractor to maintain conditions at the job site so as to meet in all respects the requirements of the Occupational Safety and Health Act, OSHA. This provision shall cover the Contractor's employees and all other persons working upon or visiting the site. To this end, the Contractor shall inform himself and his representative of OSHA standards.

C. All personnel on site are required to wear OSHA approved safety glasses and hardhats at all times.

1.07 SECURITY PROCEDURES
A. Contractor shall limit access to the site to persons involved in the work. Contractor shall completely enclose site with semi-permanent fencing (chain link).

1. The Contractor shall be fully responsible to the City for acts of his subcontractors and of persons directly employed by him.

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B. Contractor shall provide secure storage for materials for which the City has made payment and which are stored on site.

C. Contractor shall secure completed work as required to prevent loss.

1. Protective methods shall be at the discretion of the Contractor as long as said methods comply with other provisions of the Contract.

2. Wherever such damage does occur, the Contractor shall, at no expense to the City and as directed by the Architect, completely repair all damaged work.

1.08 SHORING AND BRACING
A. The Contractor shall be responsible for the design and construction of all needed shoring and bracing necessary to construct this project and shall have a licensed Civil Engineer design same. Costs for design of shoring and bracing shall be borne by the Contractor.

1. Shoring plans shall be submitted to the Architect a minimum of 10 days prior to commencing work.

B. Shoring is considered to be adequate sheeting, shoring, bracing, or equivalent method for (1) protection of life and limb which conform to applicable safety orders; (2) protection of existing underground and above ground private and public improvements; and (3) the remedy of any and all conditions encountered, regardless of depth, (including, but not limited to trench sloughing, pavement separation, etc.) during the construction of the project.

C. The Contractor shall notify the Architect if unusual or latent or presently unknown conditions are encountered which might affect the structural stability of work to follow, or if existing conditions are found to be different than those indicated.

1.09 COORDINATION
A. The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Architect of any discrepancies. Figures marked on drawings shall in general be followed in preference to scale measurements. Large scale drawings shall in general govern over small scale drawings. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

B. Omissions from the drawings or specifications or the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or mis-described details of the work, but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. Coordinate work of the various sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later.

1. Work not specifically indicated or specified but which is required for the completion of the work shall be provided in the same manner as similar work which is required or specified without additional charge to the City.

2. Where a portion of the work is drawn and the remainder is indicated in outline, the drawn portion shall also apply to all other like portions of the work. Where particular installation or details are indicated by outline, marked "typical" or are obviously

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intended to match similar items shown in greater detail elsewhere, they shall be completed as if fully drawn, detailed or specified in strict compliance with the requirements of other similar parts of the work.

C. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

1. The actual limitations of work in the various trades and/or sections of the specifications are the responsibility of the Contractor.

2. Where devices or items, or parts thereof, are referred to in the singular, it is intended that such reference shall apply to as many such devices, items or parts as are required to complete the work properly.

D. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduits, as closely as practicable; make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

1. The placement of pipes, conduit, etc., and the location, size and reinforcement of holes in the building structure shall conform to the structural drawings and specifications. When the requirements of other sections of the specifications or drawings are in conflict with the structural requirements, the structural requirements shall take precedence. Where the safety of the building structure is threatened, due to mechanical, electrical or other work or holes required for such work, modifications shall be made as directed by the Architect.

2. It is the Contractor's responsibility to coordinate the work so as to minimize conflicts and optimize efficiency.

E. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements.

1.10 CORRELATION AND INTENT OF DOCUMENTS
A. It is the intent of the Documents to establish minimum quality and certain design standards that must be met for this project. All products and systems shall be installed in no less manner than required by the documents. However, it is the Contractor's responsibility to assure that all products and systems are provided and installed in the best manner known to the industry and in strict accordance with manufacturers' instructions. Contractors shall examine conditions and substrates as drawn, specified, or existing that will receive their work and advice the General Contractor, prior to bidding, of any conditions detrimental to their work or of aesthetic or design standards which they cannot meet.

B. The Contractor shall coordinate the layout of his work with that of any sub-contractors and with existing conditions. No additional costs will be paid by the City to resolve utilities routing problems or similar problems that could have been avoided by proper coordination among the subcontractors or by proper anticipation of potential problems by the General Contractor.

1.11 FIELD ENGINEERING
A. Contractor shall provide all field engineering services; establish grades, lines, and levels, by use of recognized engineering survey practices.

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1. Contractor shall obtain electronic copies of the civil engineering plans prior to commencing survey work.

2. Surveyor shall verify that all coordinates listed are correct with dimensions and details indicated elsewhere. Any discrepancies should be brought to the Architect’s attention prior to start of excavation work.

1.12 REFERENCE STANDARDS
A. For Products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The date of the standard is that in effect as of the building permit date, except when a specific date is specified.

C. Obtain copies of standards when required by Contract Documents. Maintain copy at jobsite during progress of the specific work.

1.13 WORK BY OWNER
A. Items noted as “OFOI” (Owner Furnished, Owner Installed) will be furnished and installed by the Owner.

1.14 OWNER FURNISHED PRODUCTS
A. Items noted as “OFCI” (Owner Furnished, Contractor Installed) will be furnished by the Owner and installed by the Contractor.

PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED

END OF SECTION

City of El Centro 10/23/2025
Embellece El Centro Town Square Renovation PROJECT MEETINGS El Centro, California SECTION 01 20 00-1
SECTION 01 20 00

PROJECT MEETINGS
PART 1 – GENERAL

1.01 PRE-CONSTRUCTION CONFERENCE
A. The Architect will schedule conference prior to Contractor occupancy.

B. Attendance: Owner’s Representatives, Engineer, Architect, Contractor, and major Subcontractors.

C. The purpose of the conference is to establish the working relationships between the City, the Architect and the Contractor during the construction of the project. Areas of responsibility, operational procedures, payment processing, and scheduling will be covered in detail.

1.02 PROGRESS MEETINGS
A. Contractor shall schedule and conduct progress meetings during the construction project.

1. At a minimum, scheduled site meetings will be held every week during the course of construction at an agreed upon time. Meetings may be scheduled and held virtually as agreed upon by the Owner’s Representative, Architect, and Contractor.

B. The following are required to attend the progress meetings: Contractor, City Representative, Architect, Project superintendent, Major subcontractors and suppliers and others who have an interest in the agenda.

C. Contractor shall prepare and distribute an agenda prior to the meetings; the following topics shall be covered when applicable:

1. Minutes of previous meeting.

2. Status of submittals and impending submittals.

3. Off-site fabrication and delivery schedules.

4. Review of the actual progress as documented in the Schedule and the 3- week look ahead schedule.

5. Actual and anticipated delays, their impact on the schedule, and corrective actions taken or proposed.

6. Progress expected to be made during the next period.

7. Actual and potential problems.

8. Develop corrective measures and procedures to regained planned schedule.

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9. Status of corrective work ordered by the City’s Representative.

10. Potential Change Order issues.

11. Requests for Information and Clarifications.

D. Contractor shall record minutes and distribute copies to the Architect and all participants and to all entities affected by decisions made.

1.03 PAYMENT
A. Full compensation for the required meetings shall be considered as included in the contract price paid for the various items of work involved, and no additional compensation shall be allowed therefore.

PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED

END OF SECTION

City of El Centro 10/23/2025
Embellece El Centro Town Square Renovation MEASUREMENT AND PAYMENT El Centro, California SECTION 01 20 10-1
DOCUMENT 01 20 10

MEASUREMENT AND PAYMENT
PART 1 – GENERAL

1.01 SUMMARY
A. Section includes description of requirements and procedures for determining amount of Work performed and for obtaining payment for Work performed.

1.02 REFERENCES
A. California Public Contract Code, Code of Civil Procedure, Government Code

1.03 COMPOSITION AND SCOPE OF CONTRACT SUM
A. Scope of Contract Sum

1. The Contract Sum for performance of the Work under Contract Documents, or under any Bid item, allowance, or Alternate, shall include full compensation for all Work required under the Contract Documents, including without limitation, al labor, materials, taxes, transport, handling, storage, supervision, administration, and all other items necessary for the satisfactory completion of the Work, whether or not expressly specified or indicated, incidental work and unexpected expenses, and all terms, conditions, requirements and limitations set forth in the Contract Documents.

2. Contract Sum may be expressed as lump sum, unit price, GMP, allowance, or combination thereof.

B. Unit Price Items

1. Quantity of Work to be paid for under any item for which a unit price is fixed in Contract Documents shall be determined by Owner based on, so far as practicable, actual number of units satisfactorily completed, as determined by Owner and certified by Contractor, within prescribed or ordered limits, and no payments will be made for Work unsatisfactorily performed or done outside of limits.

2. Unit Prices shall apply to Work covered by unit prices so long as actual quantities performed on the Project are not less than 75 percent or greater than 125 percent of the estimated quantities bid or otherwise stated in the Contract Documents. If actual quantities exceed these parameters, then the unit price shall be adjusted by an amount to reflect the Contractor’s incremental cost differential resulting from increased or decreased economies of scales.

C. Lump Sum Items:

1. When estimated quantity for a specific portion of Work is not indicated and/or Work is designated as lump sum, payment will be on a lump sum basis for Work satisfactorily completed in accordance with Contract Documents.

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2. Payment for lump sum Work, or items of Work subject to a lump sum (e.g. without limitation, change order work), shall be made on the basis of satisfactory completion of such Work or work item, earned in progressive stages in accordance with the Contract Documents, up to but not exceeding the Contractor’s percentage completion of the Work or item.

3. Lump sum items shall be paid based upon the approved Schedule of Values, which shall be used to measure progressive payments based upon satisfactory progress towards completion of the item.

D. Allowance Items. Allowance Work will be authorized by Owner in writing, following change order procedures to determine cost, supporting documentation and authorization to proceed.

Unused allowance amounts at Contract completion shall reduce the Contract price accordingly.

1.04 PAYMENT PROCEDURES
A. Schedule of Values

1. Within ten Days from issuance of Notice of Award and prior to the Contractor’s first Application for Payment, Contractor shall submit a detailed breakdown of its Bid by scheduled Work items and/or activities, including coordination responsibilities and Project Record Documents responsibilities. Where more than one Subcontractor comprises the work of a Work item or activity, the Schedule of Values shall show a separate line item for each subcontract. Contractor shall furnish such breakdown of the total Contract Sum by assigning dollar values (cost estimates) to each applicable Progress Schedule network activity, which cumulative sum equals the total Contract Sum. This breakdown shall be referred to as the Schedule of Values.

2. Contractor’s overhead, profit, insurance, cost of bonds (except to the extent expressly identified in a Bid item) and/or other financing, as well as “general conditions costs,” (e.g., Site clean up and maintenance, temporary roads and access, off-Site access roads, temporary power and lighting, security, and the like), shall be prorated through all activities so that the sum of all the Schedule of Values line items equals Contractor’s total Contract Sum, less any allowances designated by Owner. Scheduling, record documents and quality assurance control shall be separate line items.

3. Owner will review the breakdown in conjunction with the Progress Schedule to ensure that the dollar amounts of this Schedule of Values, are in fact reasonable cost allocations for the Work items listed. Upon favorable review by Owner, Owner will accept this Schedule of Values for use. Owner shall be the sole judge of fair market cost allocations.

4. Owner will reject any attempt to increase the cost of early activities, i.e., “front loading,” resulting in a complete reallocation of moneys until such “front loading” is corrected. Repeated attempts at “front loading” may result in suspension or termination of the Work for default, or refusal to process progress payments until such time as the Schedule of Values is acceptable to Owner.

B. Contractor’s Requests for Progress Payments. If requested by Contractor, progress payments will be made monthly, under the following conditions:

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Embellece El Centro Town Square Renovation MEASUREMENT AND PAYMENT El Centro, California SECTION 01 20 10-3

1. On or before the 25th Day of each month, Contractor shall submit to Owner five copies of an Application for Payment for the cost of the Work put in place during the period from the last Day of the previous month to the end of the current month, along with one copy of an updated Progress Schedule. Such Applications for Payment shall be for the expected total value of activities completed or partially completed, based upon Schedule of Values prices (or Bid item prices if unit price) of all labor and materials incorporated in the Work up until midnight of the last Day of that one month period, less the aggregate of previous payments. Accumulated retainage shall be shown as separate item in payment summary. Owner and Contractor will reconcile any differences in the field, based on the reconciled monthly report sheets.

If Contractor is late submitting its Application for Payment, that Application may be processed at any time during the succeeding one-month period, resulting in processing of Contractor’s Application for Payment being delayed for more than a Day for Day basis.

2. Except as otherwise required by Owner, concurrently with each Application for Payment, Contractor shall submit to the Owner the Contractor’s and its Subcontractors’ certified payroll records required to be maintained pursuant to Labor Code Section 1776 for all labor performed during pay periods ending during the period covered by the Application for Payment.

3. No progress payment will be processed prior to Owner receiving all requested, acceptable schedule update information and certified payrolls, and in Owner’s sole and absolute discretion, Owner may deny the entire Application for Payment for noncompliance.

4. Each Application for Payment shall list each Change Order and Construction Change Directive (“CCD”) executed prior to date of submission, including the Change Order/CCD Number, and a description of the Work activities, consistent with the descriptions of original Work activities. Contractor shall submit a monthly Change Order/CCD status log to Owner.

5. If Owner requires substantiating data, Contractor shall submit information requested by Owner, with cover letter identifying Project, Application for Payment number and date, and detailed list of enclosures. Contractor shall submit one copy of substantiating data and cover letter for each copy of Application for Payment submitted.

6. If Contractor fails or refuses to participate in monthly Work reconciliations or other construction progress evaluation with Owner, Contractor shall not receive current payment until Contractor has participated fully in providing construction progress information and schedule update information to Owner.

C. Owner’s Review of Progress Payment Applications

1. Owner will review Contractor’s Application for Payment following receipt and during the Progress Schedule and Billing Meeting. If adjustments need to be made to percent of completion of each activity, Owner will make appropriate notations and return to Contractor. Contractor shall revise and resubmit. All parties shall update percentage of completion values in the same manner, i.e., express value of an accumulated percentage of completion to date.

2. If Owner determines that portions of the Application for Payment are not proper or not due under the Contract Documents, then Owner may approve the other

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portions of the Application for Payment, and in the case of disputed items or Defective Work not remedied, may withhold up to 150 percent of the disputed amount from the progress payment.

3. Pursuant to California Public Contract Code §20104.50, if Owner fails to make any progress payment within 30 Days after receipt of an undisputed and properly submitted Application for Payment from Contractor, Owner shall pay interest to the Contractor equivalent to the legal rates set forth in subdivision (1) of Section 685.010 of the California Code of Civil Procedure. The 30-Day period shall be reduced by the number of Days by which Owner exceeds the seven-Day return requirement set forth herein.

4. As soon as practicable after approval of each Application for Payment for progress payments, Owner will pay to Contractor in manner provided by law, an amount equal to 95 percent of the amounts otherwise due as provided in the Contract Documents, or a lesser amount if so provided in Contract Documents, provided that payments may at any time be withheld if, in judgment of Owner, Work is not proceeding in accordance with Contract, or Contractor is not complying with requirements of Contract, or to comply with stop notices or to offset liquidated damages accruing or expected. In Owner’s sole discretion, if Contractor has failed to comply with either its Progress Schedule update or project record documents requirements, Owner may retain an additional 5% of any earned amounts until such requirements are satisfied.

5. Before any progress payment or final payment is due or made, Contractor shall submit satisfactory evidence that Contractor is not delinquent in payments to employees, Subcontractors, suppliers, or creditors for labor and materials incorporated into Work. This specifically includes, without limitation, conditional lien release forms for the current progress payment and unconditional release forms for past progress payments. This also includes copies of certified payroll from contractor and subcontractors for the current payment period.

D. Payment for Material and Equipment Not Yet Incorporated Into the Work

1. No payment shall be made for materials or equipment not yet incorporated into the Work, except as specified elsewhere in the Contract Documents or as may be agreed to by Owner in its sole discretion. Where Contractor requests payment on the basis of materials and equipment not incorporated in the Work, Contractor must satisfy the following conditions:
a. The materials and/or equipment shall be delivered and suitably stored at the Site or at another local location agreed to in writing, for example, a mutually acceptable bonded and insured warehouse.
b. Full title to the materials and/or equipment shall vest in Owner at the time of delivery to the Site, warehouse or other storage location. Obtain a negotiable warehouse receipt, endorsed over to Owner for materials and/or equipment stored in an off-site warehouse. No payment will be made until such endorsed receipts are delivered to Owner.

2. Stockpiled materials and/or equipment shall be available for Owner inspection, but Owner shall have no obligation to inspect them and its inspection or failure to inspect shall not relieve Contractor of any obligations under the Contract Documents.

Materials and/or equipment shall be segregated and labeled or tagged to identify these specific Contract Documents.

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3. After delivery of materials and/or equipment, if any inherent or acquired defects are discovered, defective materials and/or equipment shall be removed and replaced with suitable materials and/or equipment at Contractor’s expense.

4. At Contractor’s expense, insure the materials and/or equipment against theft, fire, flood, vandalism, and malicious mischief, as well as any other coverages required under the Contract Documents.

5. Contractor’s Application or Payment shall be accompanied by a bill of sale, invoice or other documentation warranting that Owner has received the materials and equipment free and clear of all liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangement to the protect Owner interest therein, all of which must be satisfactory to Owner. This documentation shall include but not be limited to, conditional releases of mechanics’ liens and stop notices from all those providing materials and equipment as to which the Application or Payment relates, as well as unconditional releases of the same from the same as to the previous Application or Payment for which they have not already been provided. Amounts previously paid for materials and equipment prior to incorporation into the Work shall be deducted from amounts otherwise due Contractor as they are incorporated.

1.05 FINAL PAYMENT
A. As soon as practicable after all required Work is completed in accordance with Contract Documents, including punch list, testing, record documents and Contractor maintenance after Final Acceptance, Contractor shall submit its Application for Final Payment.

B. Provided Contractor has met all conditions required for Final payment, Owner will pay to Contractor, in manner provided by law, unpaid balance of Contract Sum of Work (including, without limitation, retentions), or whole Contract Sum of Work if no progress payment has been made, determined in accordance with terms of Contract Documents, less sums as may be lawfully retained under any provisions of Contract Documents or by law.

C. Final Accounting.

1. Prior progress payments and change orders shall be subject to audit and correction in the final payment.

2. Contractor and each assignee under an assignment in effect at time of final payment shall execute and deliver at time of final payment, and as a condition precedent to final payment, Document 00 6530 (Agreement and Release of Claims).

1.06 SUBSTITUTION OF SECURITIES.

A. Public Contract Code Section 22300. In accordance with the provisions of Public Contract Code Section 22300, substitution of securities for any moneys withheld under Contract Documents to ensure performance is permitted under following conditions:

B. At request and expense of Contractor, securities listed in Section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by Contractor and Owner which are equivalent to the amount withheld under retention provisions of Contract shall be deposited with Controller or with a state or federally

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chartered bank in California, as the escrow agent, who shall then pay such moneys to Contractor. Upon satisfactory completion of Contract, securities shall be returned to Contractor.

C. Alternatively, Contractor may request and Owner shall make payment of retentions earned directly to the escrow agent at the expense of Contractor. At the expense of Contractor, Contractor may direct the investment of the payments into securities and receive the interest earned on the investments upon the same terms provided for securities deposited by Contractor. Upon satisfactory completion of the work of the Contract documents, Contractor shall receive from escrow agent all securities, interest, and payments received by the escrows agent from Owner. Contractor shall then pay to each Subcontractor, not later than 20 Days after receipt of the payment, the respective amount of interest earned net of costs attributed to retention withheld from each Subcontractor, on the amount of retention withheld to insure the performance of Contractor.

D. Contractor shall be beneficial owner of securities substituted for moneys withheld and shall receive any interest thereon.

E. Contractor may enter into an escrow agreement, form included in Contract Document, as authorized under Public Contract Code Section 22300, specifying amount of securities to be deposited, terms and conditions of conversion to cash in case of default of Contactor, and termination of escrow upon completion of Contract Documents.

F. Public Contract Code Section 22300, in effect on Bid Day, is hereby incorporated in full by this reference and shall supersede anything inconsistent therewith.

PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED

END OF SECTION

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Embellece El Centro Town Square Renovation ALTERNATES
El Centro, California SECTION 01 23 00-1
SECTION 01 23 00

ALTERNATES
PART 1 - GENERAL

1.01 SUMMARY
A. Section includes administrative and procedural requirements for alternates.

1.02 DEFINITIONS
A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.03 PROCEDURES
A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. Costs of related coordination, revision, or adjustment shall be the responsibility of the Contractor even if not explicitly stated on the Bid Form.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

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PART 2 - PRODUCTS – NOT USED
PART 3 - EXECUTION
A. SCHEDULE OF ALTERNATES

1. Add Alternate No. 1: (6) 20’-0” x 20’-0” Single-Post Pyramid Shade Structures a. Base Bid: Contractor shall provide and install all items noted as the based scope of work on the drawings.
b. Add Alternate: Contractor shall coordinate with USA Shade on the design, production, and installation of (6) 20’ x 20’ Single-Post Pyramid shade structures, spacing per USA Shade drawing CA0525WK22625 dated 10/14/25.

END OF SECTION

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Embellece El Centro Town Square Renovation MODIFICATION PROCEDURES El Centro, California SECTION 01 26 00-1
SECTION 01 26 00

MODIFICATION PROCEDURES
PART 1 – GENERAL

1.01 SUMMARY
A. Section includes requirements that supplement Document 00 72 00, “General Conditions”.

B. Description of procedures and documentation for modifying the Contract Documents and determining costs for changes in contract amounts.

1.02 PROCEDURES FOR CONTRACTOR INITIATED CHANGE ORDER
A. Contractor-Initiated Change procedures

1. Contractor may initiate changes using the procedures and forms included in this Project Manual or any Supplemental Owner Procedures Manual. Immediately or within 7 days of identifying the potential change, submit a Change Notice (CN) describing the scope and reason or justification for the change and a deadline for its approval. The Owner shall review and respond promptly providing any direction to Contractor or indicating any disagreement with its merit.

2. Contractor shall then within an additional 7 days after its Change Notice (or 14 days total), submit its Cost Proposal (CP). For time critical work, Contractor shall submit the CP more quickly to avoid delay. Cost proposal shall include a complete breakdown of costs of credits, deducts and extras; itemizing materials, labor, taxes, Markup and any requested changes to Contract Time as describe in following pages. All Subcontractor Work shall be so indicated. Individual entries on the CP form shall include applicable Schedule of Values code, with all amounts determined as provided herein. After receipt of a CP with a detailed breakdown, Owner will act promptly thereon. In the event Owner fails to respond to a CP within 30 days of receipt, then the CP shall be deemed denied.

3. Detailed procedures for processing and resolving the change are described in 1.04 below.

B. Contractor-Initiated Request for Information (RFI) Procedures, Requirements and Limitations:

1. Contractor may submit RFI’s for clarifications in Owner-prepared Contract Documents, which may result in the Contractor submitting a CN.

2. Whenever Contractor requires information regarding the Project or Owner-prepared Contract Documents, or receives a request for such information from a Subcontractor, Contractor may prepare and deliver an RFI to Owner. Contractor shall use RFI format provided or approved by Owner. Contractor shall not issue an RFI to Owner solely to clarify Contractor-prepared Construction Documents. Contractor must submit time critical RFIs at least 30 days before scheduled start date of the affected Work activity.

Contractor shall reference each RFI to an activity of Progress Schedule and shall note time criticality of the RFI, indicating

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time within which a response is required. Contractor’s failure to reference RFI to an activity on the Progress Schedule and note time criticality on the RFI shall constitute Contractor’s waiver of any claim for time delay or interruption to the Work resulting from any delay in responding to the RFI.

3. Contractor shall be responsible for its costs to implement and administer RFIs throughout the Contract duration. Regardless of the number of RFIs submitted, Contractor shall not be entitled to additional compensation for the effort required to submit the RFIs. Contractor shall be responsible for Owner’s administrative costs for answering RFIs where the answer could reasonably be found by reviewing the Contract Documents, as determined by Owner; at Owner discretion, such costs may be deducted from progress payments or final payment.

4. Owner will respond within a reasonable time from receipt of RFI with a written response to Contractor. Contractor shall distribute response to all appropriate Subcontractors.

The reasonableness of the time for response shall be based upon the scope of the RFI and the relative urgency of a response.

5. If Contractor is satisfied with the response and does not request a change in Contract Sum or Contract Time, then the response shall be executed without a change.

6. If Contractor believes the response is incomplete, Contractor shall issue another RFI (with the same RFI number with the letter “A” or “.1”. to indicate it is a follow-up RFI) to Owner clarifying original RFI. Additionally, Owner may return RFI requesting additional information should original RFI be inadequate in describing condition.

1.03 PROCEDURES FOR OWNER INITIATED CHANGE ORDER
A. Owner may, by Change Order Request (“COR”) which may include or reference an Architect’s Supplemental Instruction (ASI) or by following the procedures for disputed work herein, order changes in the Work within the general scope of the Contract consisting of additions, deletions, or other revisions, with or without adjustment to Contract Sum or Contract Time. An ASI will include narrative, drawing or other information describing scope of the change.

B. Detailed procedures for processing and resolving the change are described in 1.04 below.

1.04 PROCEDURES THAT APPLY TO CONTRACTOR- AND OWNER-INITIATED CHANGE ORDERS A. Either Contractor or Owner initiated changes shall follow the following procedures.

1. Upon receipt of Contractor’s CP, Owner will review and either indicate its agreement, request specific changes or propose changes to make the proposed price or terms acceptable to Owner.

2. Contractor will promptly respond within seven (7) days and Owner and Contractor shall review and attempt to negotiate an acceptable lump sum price based on:

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a. Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; or, b. Contractor may proceed on a not to exceed, cost reimbursable (force account) basis, while negotiating a firm price, with cost to be determined in a manner agreed. (When this option is selected, Contractor shall give Owner notice when it exceeds 75% of the NTE, the NTE shall become the final NTE for the agreed scope.).

3. When necessity to proceed with a change does not allow Owner sufficient time to conduct a proper review and resolution of a COR (or revised COR), Owner may issue a Change Directive (CD) as provided below.

4. Agreement on a change by either COR or CD shall be effective immediately and the Change Order Request shall be signed authorizing work to proceed then along with other COR’s, finalized as a Change Order. Where Owner authorizes CD work on a time and materials basis up to a maximum amount, then Contractor shall promptly advise Owner upon reaching 75% of such maximum amount, otherwise Contractor shall accept fully the risk of completing the CD work without exceeding such maximum amount.

B. Time Requirements

1. If Contractor believes that an Owner response to an RFI, submittal or other Owner direction, results in change in Contract Sum or Contract Time, Contractor shall notify Owner with the issuance of a CP within seven Days after issuing its Change Notice or receiving Owner’s COR, and in no event after starting the disputed work or later than the time allowed under Article 12 of Document 00 7200 (General Conditions). If Contractor also requests a time extension or has issued a notice of delay or otherwise requests a time extension, then Contractor shall submit the required Time Impact Analysis (TIE) concurrently with the CP and in no event later than ten Days after providing the notice of delay.

2. If Contractor requires more time to accurately identify the required changes to the Contract Sum or Contract Time, Contractor may so notify the Owner and then submit an updated and final CP and TIE within 14 days of submitting its Notice of Delay.

3. If Owner agrees with Contractor’s CP and/or TIE, then Owner will prepare a Change Order for Owner and Contractor signatures. If Owner disagrees with Contractor and after attempting to resolve the matter and is unable will so notify the Contractor of Owner proposed resolution. If Contractor agrees, then this will be made a change order; or if Contractor disagrees, then Contractor may give notice of potential claim and proceed as provided in Article 12 of Document 00 7200 (General Conditions).

4. Contractor must submit CPs, notices of potential claim or Claims within the required time periods. Any failure to do so waives Contractor’s right to a COR or file a Claim.

C. Cost-Estimate Information. Contractor and subcontractors shall, upon Owner’s request, permit inspection of the original unaltered cost estimates, subcontract agreements, purchase orders relating to the change, and documents substantiating all costs associated with its COR or Claims arising from changes in the Work.

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D. Adjustment of Schedules to Reflect Change Orders or CDs

1. Contractor shall revise Schedule of Values and Application for Payment forms to record each authorized Change Order or CD as a separate line item and adjust the Contract Sum as shown thereon prior to the next monthly pay period.

2. Contractor shall revise the Progress Schedules prior to the next monthly pay period, to reflect CO or CD.

3. Contractor shall enter changes in Project Record Documents prior to the next monthly pay period.

E. Required Documentation for Adjustments to Contract Amounts

1. For all changes and cost adjustments requested, Contractor shall provide documentation of change in Contract Amounts asserted, with sufficient data to allow evaluation of the proposal.

2. In all requests for compensation, cost proposals, estimates, claims and any other calculation of costs made under the Contract Documents, Contractor shall breakout and quantify costs of labor, equipment and materials identified herein, for Contractor and subcontractors of any tier.

3. Contractor shall, on request, provide additional data to support computations for:
a. Quantities of products, materials, labor and equipment. b. Taxes, insurance, and bonds.
c. Justification for any change in Contract Time and new Progress Schedule showing revision due, if any.
d. Credit for deletions from Contract, similarly documented.

4. Contractor shall support each claim or computation for additional cost, with additional information including:
a. Origin and date of claim or request for additional compensation. b. Dates and times Work was performed and by whom.
c. Time records and wage rates paid.
d. Invoices and receipts for products, materials, equipment and subcontracts, similarly documented.
e. Credit for deletions from Contract, similarly documented.

F. Responses and Disputes

1. For all responses for which the Contract Documents do not provide a specific time period, recipients shall respond within a reasonable time.

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2. For all disputes arising from the procedures herein, Contractor shall follow Article 12 of Document 00 7200 (General Conditions).

1.05 COST DETERMINATION FOR CHANGES IN CONTRACT AMOUNTS A. Calculation of Total Cost of Extra Work

1. Total cost of changed Work, extra Work or of Work omitted shall be the sum of three components defined immediately below as: Component 1 (Direct Cost(s)); Component 2 (Markup); and, Component 3 (bonds, insurance, taxes)

2. Component 1: Direct Cost(s) of labor, equipment and materials, is calculated based upon actually incurred (or omitted) labor costs, material costs and equipment rental costs, as defined herein;

3. Component 2: Markup on such actually incurred Direct Costs, is applied in the percentages identified below; and

4. Component 3: Actual additional costs for any additionally required insurance, bonds, and/or taxes, defined herein, is calculated without Markup.

B. Measurement and Composition of Direct Cost Of Construction (Cost Component No. 1).

Component 1 has four sub-components: Labor, Equipment, Materials, and Subcontractors.

1. Measurement of Cost of Labor (Component 1A). Cost of Labor shall be calculated as:

Cost of labor for workers (including forepersons when authorized by Owner) used in actual and direct performance of the subject work, whether employer is Contractor, Subcontractor or other forces, in the sum of the following:
a. Actual Wages: Actual wages paid shall include any employer payments to or on behalf of workers for health and welfare, pension, vacation, and similar purposes.
b. Labor surcharge: Payments imposed by local, county, state, and federal laws and ordinances, and other payments made to, or on behalf of, workers, other than actual wages as defined, such as worker’s compensation insurance.

Such labor surcharge shall not exceed generally accepted standards in the State for labor rates in effect on date upon which extra Work is accomplished. c. Cost of labor shall include no other costs, fees or charges. d. Labor cost for operators of equipment owned and operated by Contractor or any Subcontractor, shall be no more than rates of such labor established by collective bargaining agreements for type of worker and location of Work, whether or not owner-operator (i.e., Contractor or Subcontractor) is actually covered by such an agreement.
e. Cost of labor shall be recorded and documented in certified payroll records, maintained in the form customary and/or required in the State, delivered to Owner weekly.

2. Measurement of Cost of Equipment (Component 1B).

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a. Measurement of Component 1B (Cost of Equipment). Cost of Equipment shall be calculated as: Cost of Equipment used in actual and direct performance of the subject work, whether by Contractor, Subcontractor or other forces. Cost of Equipment shall be calculated as herein described.
b. For rented equipment, cost will be based on actual rental invoices, appropriate for the use and duration of the work. Equipment used on extra Work shall be of proper size and type. If, however, equipment of unwarranted size or type and cost is used, cost of use of equipment shall be calculated at rental rate for equipment of proper size and type, as determined by Owner. c. Equipment rental cost for Contractor or Subcontractor-owned equipment, shall be determined by reference to, and not in excess of, the generally accepted standards in the State for equipment rental rates in effect on date upon which extra Work is accomplished. If there is no applicable rate for an item of equipment, then payment shall be made for Contractor- or Subcontractorowned equipment at rental rate listed in the most recent edition of the CalTrans Standard Schedules and Specifications, and absent a rental rate therein, then the Association of Equipment Distributors (AED) book. d. In all cases, rental rates paid shall be deemed to cover cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. e. Unless otherwise specified, manufacturer’s ratings, and manufacturerapproved modifications, shall be used to classify equipment for determination of applicable rental rates. Individual pieces of equipment or tools not listed in said publication and having a replacement value of $100 or less, whether or not consumed by use, shall be considered to be small tools and no payment will be made therefore as payment is included in payment for labor. Rental time will not be allowed while equipment is inoperative due to breakdowns. f. For equipment on Site, rental time to be paid for equipment shall be time equipment is in operation on extra Work being performed or on standby as approved by Owner. The following shall be used in computing rental time of equipment:
1) When hourly rates are listed, less than 30 minutes of operation shall be considered to be ½ hour of operation.
2) When daily rates are listed, less than four hours of operation shall be considered to be ½ Day of operation.
3) Dates shall correspond to actual rates paid by Contractor, i.e., if Contractor pays lower weekly or monthly rates, then same shall be charged to Owner.
g. For equipment that must be brought to Site to be used exclusively on extra Work, cost of transporting equipment to Site and its return to its original location shall be determined as follows: