cc 2025 AR 06/24 cip 8294 award of contract traffic signal interconnect — Vista City Council, June 24, 2025 (part 2 of 2)

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4 EX. 1.25" CITY CONDUIT
PERFORM NECESSARY SPLICING OF THE TRUNK FIBER CABLE WITH THE 6 - STRAND FIBER CABLE PER DETAIL E ON SHEET 2 AND SPLICE DIAGRAMS AT THE FRONT OF THE PLAN SET. ALL REMAINING UNUSED FIBER STRANDS IN THE TRUNK CABLE MUST REMAIN INTACT AND IF CUT, MUST BE REJOINED BY SPLICING.

CONNECT TO EXISTING LAYER 3 ETHERNET SWITCH WITH 2 - DUAL FIBER/TRANSCEIVER PORTS IN THE TRAFFIC SIGNAL CONTROLLER CABINET. PROVIDE ALL CABLES,

CONNECTORS AND AUXILIARY EQUIPMENT NECESSARY TO ESTABLISH COMMUNICATION TO ALL NETWORK CAPABLE DEVICES.
11 6 TRAFFIC
FURNISH AND INSTALL CORNING FIBER OPTIC DISTRIBUTION UNIT WITH 1U RACK MOUNT HOUSING, AND SPLICE CASSETTE. PROVIDE ALL JUMPERS, CAT 6 ETHERNET PATCH

CABLE, DATA CABLES, AND ALL APPURTENANCES NECESSARY FOR COMMUNICATIONS PER DETAIL F ON SHEET 2 AND SPLICE DIAGRAMS. [ HOUSING - CORNING CCH-01U, PIGTAILED PATCH PANEL - CORNING CCH-CP12-AP-PD3RH, SPLICE TRAY - CORNING M67-048, SFP - DYMEC KY-SGSFP-LX1OKMD, FIBER JUMPER - LC - LC PATCH CABLE, ANY BRAND, PREFERABLY 6 FT] AND DETAIL"H"
2" INTERCONNECT CONDUIT INTO CABINET PER DETAIL " 1" ON SHEET 2. PULL F.O.

SIGNAL INTERCONNECT INTO CONTROLLER CABINET AND CONNECT AS DIRECTED BY THE ENGINEER.
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NOTE TO CONTRACTOR: IF # 6 PULL BOX NEXT TO CABINET DOES NOT HAVE ROOM FOR SWEEP ON THE OUTSIDE OF CABINET, INSTALL NEW # 6 PULL BOX.

EXISTING
CURB
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LOCATE EXISTING CONDUIT, FURNISH AND INSTALL A NO. 6 PULL BOX ( WITH.

EXTENSION) OVER THE CITY'S 1.25" CONDUIT. INSTALL NEW 45 — DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART. EXISTING PULL BOXES WILL BE REMOVED, DISPOSED, AND REPLACED WITH A NO. 6 PULL BOX WITH EXTENSION PER THIS CONSTRUCTION NOTE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

KOA

PLANNING I ENGINEERING I

CONSTRUCTION MANAGEMENT
5099 Murphy Canyon Rd, Stile 330
San Diego, California 92123
Gel: ( 619) 683-2933 fax: ( 619) 683-1982
40' 20' 0 20' 40'
1"=40` GRAPHIC SCALE
NO. DESCRIPTION CITY DATE
Revision City 3/6/25
SCALE:

DESIGN:

DRAWN:

CHECKED:

DATE: 02/11/202

APPROVED CHANGES
C52655 12/31/2024 12/19/23
ENGINEER OF WORK RCE EXP.LIC.DATE DATE
C//Y or
IMPROVEMENT PLANS FOR:

TRAFFIC SIGNAL INTERCONNECT

EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE
ADDRESS:

APPROVED
9 -11Lt?a :

FOR CITY ENGINEER RCE EXPIRES DATE
70741 6/30/25 , 3/'o k
BENCH MARK:

SHEET 11 OF 21
DWG - 4684
LD#: 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
207 of 244
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LEGEND:

PROPOSED CONDUIT

PROPOSED PULLBOX

EXISTING PULLBOX

EXISTING CONTROLLER CABINET

EXISTING CONDUIT

TRAFFIC SIGNAL CONTROLLED

INTERSECTION
2" MCI CONDUIT
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4 CONSTRUCTION NOTES:
11 6 TRAFFIC
CONNECT TO LAYER 2 SWITCH WITH NEW NETWORK CABLE ONLY IF NOT CONNECTED.

IN EXISTING # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2, COIL 50' OF FIBER CABLE. NO. 6E PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

TRENCH;FURNISH AND INSTALL 2-3" HDPE CONDUIT TO A DEPTH OF 30" USING

DIRECTIONAL BORING FOR FIBER OPTIC CABLE, ALL CONDUIT BENDS SHALL BE FACTORY MADE. FURNISH AND INSTALL A NEW NO. 8 TWHN TRACER WIRE AND MULE TAPE.

FURNISH AND INSTALL A NEW TRUNK, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, GEL - FREE, 12 STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING O12ZU4-T4F22D20 OR APPROVED EQUAL. CONTRACTOR SHALL COIL TRUNK 12 - STRAND SMFO CABLE SLACK IN EVERY PULL

BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

FURNISH AND INSTALL A NEW BRANCH, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, GEL - FREE, 6 - STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING 012ZU4-T4F22D20 OR APPROVED EQUAL, CONTRACTOR SHALL COIL 6 - STRAND SMFO

CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT AND A NEW CORNING SCF-4C-18-01 OR APPROVED EQUAL SPLICE ENCLOSURE PER DETAIL A & D ON SHEET 2 NEXT TO EACH CABINET. IT SHALL HAVE A MINIMUM 48 - FIBER SPLICE CAPABILITY. PROVIDE CABLE PORTS AS REQUIRED. HAVE A MOISTURE - TIGHT SEALING ARRANGEMENT AND HAVE RE-ENTRY CAIPABILITY. TEST AND DOCUMENT CABLE AND ALL SPLICES.
7 8
9 4

EXISTING CURB

EXISTING CURB
EX. 1.25" CITY CONDUIT

POINSETTIAAVE
EX. 1.25" CITY CONDUIT 4
2" MCI CONDUIT
4 6 TRAFFIC 11
2" MCI CONDUIT
PERFORM NECESSARY SPLICING OF THE TRUNK FIBER CABLE WITH THE 6 - STRAND FIBER CABLE PER DETAIL E ON SHEET 2 AND SPLICE DIAGRAMS AT THE FRONT OF THE PLAN SET. ALL REMAINING UNUSED FIBER STRANDS IN THE TRUNK CABLE MUST REMAIN INTACT AND 1F CUT, MUST BE REJOINED BY SPLICING.

CONNECT TO EXISTING LAYER 3 ETHERNET SWITCH WITH 2 - DUAL FIBER/TRANSCEIVER PORTS IN THE TRAFFIC SIGNAL CONTROLLER CABINET. PROVIDE ALL CABLES,

CONNECTORS AND AUXILIARY EQUIPMENT NECESSARY TO ESTABLISH COMMUNICATION TO ALL NETWORK CAPABLE DEVICES.

FURNISH AND INSTALL CORNING FIBER OPTIC DISTRIBUTION UNIT WITH 1U RACK MOUNT HOUSING, AND SPLICE CASSETTE. PROVIDE ALL JUMPERS, CAT 6 ETHERNET

PATCH CABLE, DATA CABLES, AND ALL APPURTENANCES NECESSARY FOR COMMUNICATIONS PER DETAIL F ON SHEET 2 AND SPLICE DIAGRAMS. [ HOUSING - CORNING CCH-01U, PIGTAILED PATCH PANEL - CORNING CCH-CP12-AP-PD3RH, SPLICE TRAY - CORNING M67-048, SFP - DYMEC KY-SGSFP-LX10KMD, FIBER JUMPER - LC - LC PATCH CABLE, ANY BRAND, PREFERABLY 6 FT] AND DETAIL " H"
10 2" INTERCONNECT CONDUIT INTO CABINET PER DETAIL " I" ON SHEET 2. PULL F.O.

THESIGNALENGINEER.

INTERCONNECT INTO
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LOCATE EXISTING CONDUIT, FURNISH AND INSTALL A NO. 6 PULL BOX ( WITH EXTENSION) OVER THE CITY'S 1.25" CONDUIT, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART. EXISTING PULL BOXES WILL BE REMOVED, DISPOSED, AND REPLACED MTH A NO. 6 PULL BOX WITH EXTENSION PER THIS CONSTRUCTION NOTE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

KOA

PLANNING I ENGINEERING I

CONSTRUCTION MANAGEMENT
S83S Murphy Canyon Rd, Suite 33"
San Diego, California 92123
Tel: ( 619) 683-2933 Far, ( 619) 683-7982
40' 20' 0 20' 40'
1"= 40' GRAPHIC SCALE
NO. DESCRIPTION CITY DATE SCALE:

Revision City 3/6/25 IDESIGN:

IDRAWN:

ICHECKED:

DATE: 02/11/2021

APPROVED CHANGES ENGINEER OF WORK
05265512/31/2024 12/19/23
RCE EXP.LIC.DATE DATE
C//Y of V/S/A
IMPROVEMENT PLANS FOR:

TRAFFIC SIGNAL INTERCONNECT

EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE
ADDRESS:

APPRpVED
C{ Litsf ,
F'0R CITY ENGINEER
70741 6/30/25 742)/7,3

RCE EXPIRES DATE
BENCH MARK:

SHEET 12 OF 21
DWG - 4684
LDj: 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
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EXISTING PULLBOX 4 FURNISH AND INSTALL A NEW TRUNK, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, GEL - FREE, 12 STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING 012ZU4-T4F22020 OR KeA
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APPROVED EQUAL. CONTRACTOR SHALL COIL TRUNK 12 - STRAND SMFO CABLE SLACK IN EVERY PULL

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BENDING RADIUS AND DETAIL C ON SHEET 2.
5095 Murphy Canyon Rd, Site 380
San Diego, California 92123
TeL(6191683-2933 Fax: ( 619)683-298) TRAFFIC SIGNAL INTERCONNECT2L LOCATE EXISTING CONDUIT, FURNISH AND INSTALL A NO. 6 PULL BOX ( WITH EXTENSION) OVER THEEXISTING CONDUIT 11 EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE CITY'S 1.25" CONDUIT. INSTALL NEW 45 — DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER NO. DESCRIPTION CITY DATE SCALE FEssl DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

Revisionel
CCity 3/6/25 IDESIGN:
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EXISTING PULL BOXES WILL BE REMOVED, DISPOSED, AND REPLACED WITH A NO. 6 PULL BOX WITH TRAFFIC SIGNAL CONTROLLED DDR MJ: y z APPROVED
EXTENSION PER THIS CONSTRUCTION NOTE.

INTERSECTION 70741

EXPIRES /
25 JD
SHEET 13 OF 2CCHECKED: No. C ' 5 F TY ENGINEER RCE DATE DATE: 02/11/2021
CA.- C0 052655
BENCH MARK:
12/31/2024 12/19/23 9r ow_QCA- OF DWG - 4684
ENGINEER OF WORK RCE EXP.LIC.DATE DATEAPPROVED CHANGES
LD#• 23-0133
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
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CONSTRUCTION NOTES:

LEGEND:

PROPOSED CONDUIT
FURNISH AND INSTALL A NEW TRUNK, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, 40' 20' 0 20' 40' GEL - FREE, 12 STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE. CORNING 012ZU4-T4F22D20 OR o
PROPOSED PULLBOX APPROVED EQUAL. CONTRACTOR SHALL COIL TRUNK 12 - STRAND SMFO CABLE SLACK IN EVERY PULL ><"= 40' GRAPHIC SCALE

BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

EXISTING PULLBOX
11 LOCATE EXISTING CONDUIT, FURNISH AND INSTALL A NO. 6 PULL BOX ( WITH EXTENSION) OVER THE KOA T Y' or VISTA
CITY'S 1.25" CONDUIT. INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART. PLANNING I ENGINEERING I 1 EXISTING CONTROLLER CABINET ucrlaN rnATR NAG nn NT
EXISTING PULL BOXES WILL BE REMOVED, DISPOSED, AND REPLACED WITH A NO. 6 PULL BOX cONSNS R
Canyon Rd, Suite 33qSC0
WITH EXTENSION PER THIS CONSTRUCTION NOTE. San Diego, CaliFomia 92123 lel: ( 619) 683-2933 Fax :( 619)fi83-.7982
IMPROVEMENT PLANS FOR:

TRAFFIC SIGNAL INTERCONNECT

EXISTING CONDUIT EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE NO. DESCRIPTION CITY DATE SCALE: ESS/04/de
Revision City 3/6/25 DESIGN:

Q¢o
q4' -07(
3 '
Mky ADDRESS:
e
TRAFFIC SIGNAL CONTROLLED DDRAWN: c, t g APPROVED
INTERSECTION m 71?74i 6/3D/25 la !r, I SHEET t4 OF 21cc Ncr. x, —'
k, JRaTYENcINEER RCE EXPIRES DATE
DAT7=; D2/i i / 2027
Wt. l,
BENCH MARK:

C52655 12/31/2024 12/19/23 r Civil. fTOFCA1-F- - 4 84
ENGINEER OF WORK RCE EXP.LIC.DATE DATEAPPROVED CHANGES
LIB#- 23-Q33
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
210 of 244
LAST
SAVED
BY:

Optic\Design\_CutSheet\TS-10.dwg
2/19/2023
PATH:

J: \
2021 \
JC12039
Vista
On —
Call
Eibe
PLOT
DATE:

LEGEND:

EXISTING CURB

PROPOSED CONDUIT

PROPOSED PULLBOX

EXISTING PULLBOX

EXISTING CONTROLLER CABINET

EXISTING CONDUIT

TRAFFIC SIGNAL CONTROLLED

INTERSECTION
EOP
2" MCI CONDUIT
6 TRAFFIC
2" MCI CONDUIT
EX. 1.25" CITY CONDUIT
EX. 1.25" CITY CONDUIT

EXISTING CURB

POINSETTIA AVE

EXISTING BERM

EXISTING CURB
2 4
5 6
CONSTRUCTION NOTES:

CONNECT TO LAYER 2 SWITCH WITH NEW NETWORK CABLE ONLY IF NOT CONNECTED.

IN EXISTING # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR IFIBER OPTIC CABLE PER DETAIL B ON SHEET 2, COIL 50' OF FIBER CABLE. NO. 6E PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

TRENCH, FURNISH AND INSTALL 2-3" HDPE CONDUIT TO A DEPTH OF 30" USING DIRECTIONAL BORING FOR FIBER OPTIC CABLE. ALL CONDUIT BENDS SHALL BE FACTORY MADE. FURNISH AND INSTALL A NEW NO. 8 TWHN TRACER WIRE AND MULE TAPE.

BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

FURNISH AND INSTALL A NEW BRANCH, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, GEL - FREE, 6 - STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, COIRNING 012ZU4-T4F22D20 OR APPROVED EQUAL. CONTRACTOR SHALL COIL 6 - STRAND SMFO

CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT AND A NEW CORNING SCF-4O-18-01 OR APPROVED EQUAL SPLICE ENCLOSURE PER DETAIL A & D ON SHEET 2 NEXT TO EACH CABINET. IT SHALL HAVE A MINIMUM 48 - FIBER SPLICE CAPABILITY. PROVIDE CABLE PORTS AS REQUIRED. HAVE A MOISTURE - TIGHT SEALING ARRANGEMENT AND HAVE RE-ENTRY CAPABILITY. TEST AND DOCUMENT CABLE AND ALL SPLICES. 7 9
10 MCI-
6 TRAFFIC

EXISTING CURB
MCI
6 TRAFFIC
EX. 1.25" CITY CONDUIT
2" MCI CONDUIT
2" MCI CONDUIT
EX. 1.25" CITY CONDUIT
8I
FURNISH AND INSTALL # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO.6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

PERFORM NECESSARY SPLICING OF THE TRUNK FIBER CABLE WITH THE 6 - STRAND FIBER CABLE PER DETAIL E ON SHEET 2 AND SPLICE DIAGRAMS AT THE FRONT OF THE PLAN SET. ALL REMAINING UNUSED FIBER STRANDS IN THE TRUNK CABLE MUST REMAIN INTACT AND IF CUT, MUST BE REJOINED BY SPLICING.

CONNECT TO EXISTING LAYER 3 ETHERNET SWITCH WITH 2 - DUAL FIBER/TRANSCEIVER PORTS IN THE TRAFFIC SIGNAL CONTROLLER CABINET. PROVIDE ALL CABLES,

CONNECTORS AND AUXILIARY EQUIPMENT NECESSARY TO ESTABLISH COMMUNICATION TO ALL NETWORK CAPABLE DEVICES.

FURNISH AND INSTALL CORNING FIBER OPTIC DISTRIBUTION UNIT WITH 1U RACK MOUNT HOUSING, AND SPLICE CASSETTE. PROVIDE ALL JUMPERS, CAT 6 ETHERNET

PATCH CABLE, DATA CABLES, AND ALL APPURTENANCES NECESSARY FOR COMMUNICATIONS PER DETAIL F ON SHEET 2 AND SPLICE DIAGRAMS. [ HOUSING - CORNING CCH-01 U, PIGTAILED PATCH PANEL - CORNING CCH-CP12-AP-PD3RH, SPLICE TRAY - CORNING M67-048, SFP -- DYMEC KY-SGSFP-LX10KMD, FIBER JUMPER - LC - LC PATCH CABLE, ANY BRAND, PREFERABLY 6 FT] AI°
2" INTERCONNECT CONDUIT INTO CABINET PER DETAIL " I"- ON SHEET 2. PULL F.D.

SIGNAL INTERCONNECT INTO CONTROLLER CABINET AND CONNECT AS DIRECTED BY THE ENGINEER. MODIF-Y GONTonf_A._ R—ASSE
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NOTE TO CONTRACTOR: IF # 6 PULL BOX NEXT TO CABINET DOES NOT HAVE ROOM FOR SWEEP ON THE OUTSIDE OF CABINET, INSTALL NEW # 6 PULL BOX.

CB
7 10
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9 EX. CONTROLLER CABINET
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EXISTING CURB
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LOCATE EXISTING CONDUIT, FURNISH AND INSTALL A NO. 6 PULL BOX ( WITH EXTENSION) OVER THE CITY'S 1.25" CONDUIT. INSTALL NEW 45 — DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART. EXISTING y,:ULL BOXES WILL BE REMOVED, DISPOSED, AND RE - ACED Vv"i H A NO. 6 PULL L,
OX WITH EXTENSION PER THIS CONSTRUCTION NOTE.

INSTALL CONDUIT INTO EXISTING PULL BOX.

REMOVE, DISPOSE, AND REPLACE EXISTING PULL BOX WITH NEW VAULT OR PULL BOX PER CONSTRUCTION NOTES.

KOA

PLANNING I ENGINEERING I

CONSTRUCTION MANAGEMENT
5095 Murphy Canyon Rd, Suite 336
San Diego, California 92123
Tel ( 619) 683-2933 Fax- ( 619) 683-7982
40' 20' 0 20' 40'
f"=40' GRAPHIC SCALE
N DESCRIPTION CITY DATE SCALE:

Revision City 3/6/25 IDESIGN:

IDRAWN:

ICHECKED:

DATE: 02/11/2021

APPROVED CHANGES ENGINEER OF WORK
C52655 12/31/2024 12/19/23
RCE EXP.LIC.DATE DATE
E ,,,
sst0D<,y
No. C52655
to
m
C//Y or VISTA
IMPROVEMENT PLANS FOR:

TRAFFIC SIGNAL INTERCONNECT

EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE
ADDRESS:

APP OVED

FOR CITY ENGINEER
70741 6/30/25, 3A1)/1z`

RCE EXPIRES DATE
BENCH MARK:

SHEET 15 OF 21
DWG - 4684
LD# 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
211 of 244
LAST
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6 7 5 Ems.
10'in
z4._ # 6 TRAFFIC 11

EXISTING CURB

CD EXISTING
ICITY11 6 TRAFFIC
4 EX. 1.25 CONDUITIT _ _-- _ POINSETTIA AVE

EXISTING CONDUIT
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ul EXISTING CONDUIT -
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EXISTING CURB . - ---
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NOTE: I,
5E TRAFFIC

REMOVE RADIO & SALVAGE TO CITY YARD

ADD FIBER EQUIPMENT AND SPLICING MCI

EXISTING CONDUIT
5E TRAFFIC
7 PERFORM NECESSARY SPLICING OF THE TRUNK FIBER CABLE WITH THE 6 — STRAND FIBER CABLE PER DETAIL E ON SHEET 2 AND SPLICE DIAGRAMS AT THE FRONT OF 13 REMOVE ALL RADIO EQUIPMENT 8c CABLING TO CITY YARD.

CONSTRUCTION NOTES'
THE PLAN SET. ALL REMAINING UNUSED FIBER STRANDS IN THE TRUNK CABLE MUST REMAIN INTACT AND IF CUT, MUST BE REJOINED BY SPLICING.

CB INSTALL CONDUIT INTO EXISTING PULL BOX.
ll
CONNECT TO LAYER 2 SWITCH WITH NEW NETWORK CABLE ONLY IF NOT CONNECTED. 8 CONNECT TO EXISTING LAYER 3 ETHERNET SWITCH WITH 2 - DUAL FIBER/TRANSCEIVER PORTS IN THE TRAFFIC SIGNAL CONTROLLER CABINET. PROVIDE ALL CABLES,

CONNECTORS AND AUXILIARY EQUIPMENT NECESSARY TO ESTABLISH COMMUNICATION TO ALL NETWORK CAPABLE DEVICES.
2 IN EXISTING # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER FIBER FURNISH AND INSTALL CORNING FIBER OPTIC DISTRIBUTION UNIT WITH 1U RACKOPTIC CABLE PER DETAIL B ON SHEET 2, COIL 5O' OF CABLE. NO. 6E PULL 9 MOUNT HOUSING, AND SPLICE CASSETTE. PROVIDE ALL JUMPERS, CAT 6 ETHERNETBOXES SHALL BE SPACED NO MORE THAN 5OO FEET APART.

PATCH CABLE, DATA CABLES, AND ALL APPURTENANCES NECESSARY FOR COMMUNICATIONS PER DETAIL F ON SHEET 2 AND SPLICE DIAGRAMS. [ HOUSING - LEGEN D: 3 TRENCH, FURNISH AND INSTALL;:' - 3" HDPE CONDUIT TO A DEPTH OF 3O" USING CORNING CCH-O1U, PIGTAILED PATCH PANEL - CORNING CCH-CP12-AP-PD3RH, DIRECTIONAL BORING FOR FIBER OPTIC CABLE. ALL CONDUIT BENDS SHALL FACTORY SPLICE TRAY - CORNING M67 - O48, SFP - DYMEC KY-SGSFP-LX1OKMD, FIBERBE MADE. FURNISH AND INSTALL A NEW NO. 8 TWHN TRACER WIRE AND MULE TAPE. JUMPER - LC - LC PATCH CABLE, ANY BRAND, PREFERABLY 6 FT1

PROPOSED CONDUIT
10 2" INTERCONNECT CONDUIT INTO CABINET PER DETAIL " I ' ON SHEET 2. PULL F.O. 40' 20' 0 20' 40'

CONTROLLER CABINET AND CONNECT AS DIRECTED BY
4 FURNISH AND INSTALL A NEW TRUNK, ALL — DIELECTRIC, FULLY WATER — BLOCKED, LOOSE TUBE, SIGNAL

INTERCONNECT
INTO
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PROPOSED PULLBOX
APPROVED EQUAL. CONTRACTOR SHALL COIL TRUNK 12 - STRAND SMFO CABLE SLACK IN EVERY LOCATE EXISTING CONDUIT, FURNISH AND INSTALL A NO. 6 PULL BOX ( WITH PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE 11 IY
EXISTING PULLBOX MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2. EXTENSION) OVER THE CITY'S 1.25" CONDUIT. INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES EXISTING PULL BOXES W _._ BE REMOVED, DISPOSED, AND
KOA
f of j 1S 1A
5 FURNISH AND INSTALL A NEW BRANCH, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE WITH A NO. 6 PULLBOXSHALL
BE SPACED NO MORE THAN 5OO FEET APART.

H EXTENSION PER THIS CONSTRUCTION NOT -REPLACED PLANNING I ENGINEERINGIEXISTING CONTROLLER CABINET TUBE, GEL - FREE, 6 - STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING NOTE TO CONTRACTOR: IF # 6 PULL BOX NEXT TO CABINET DOES NOT HAVE ROOM CONSTRUCTION MANAGEMENT IMPROVEMENT PLANS FOR:

O12ZU4-T4F22D2O OR APPROVED EQUAL, CONTRACTOR SHALL COIL 6 - STRAND SMFO CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE FOR SWEEP ON THE OUTSIDE OF CABINET, INSTALL NEW # 6 PULL BOX. SO95 Murphy Canyon Rd, Suite 330 San Diego California 92123
Tel: ( G19)G83-2933 Fax: fG191G83-7982
MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

TRAFFIC SIGNAL INTERCONNECT

EXISTING CONDUIT EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE NO. DESCRIPTION CITY DATE SCALE:
g J.

FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT AND A NEW CORNING SCF-4C-18-O1 OR Revision City 3/6/25316125 DESIGN: fi - rk, ADDRESS:.

TRAFFIC SIGNAL CONTROLLED
6 APPROVED EQUAL SPLICE ENCLOSURE PER DETAIL A & D ON SHEET 2 NEXT TO EACH CABINET. IT APPROVED TS
DDRAWN: 1
INTERSECTION SHALL HAVE A MINIMUM 48 — FIBER SPLICE CAPABILITY. PROVIDE CABLE PORTS AS REQUIRED. HAVE I
WI m u ,- 707` 1 6/30/253/1 SHEET 16 OF 21CHECKED: No• C52655A MOISTURE — TIGHT SEALING ARRANGEMENT AND HAVE RE—ENTRY CAPABILITY. TEST AND 2F0R CITY ENGINEER RCE EXPIRES DATE DOCUMENT CABLE AND ALL SPLICES. 02/11/2021DATE: BENCH MARK:

Wt. O5265512/31/2O24 12/19/23 C/V1k. , R, ,T
OF DWG - 4684
ENGINEER OF WORK RCE EXP.LIC.DATE DATE CAOF

APPROVED CHANGES
LD#• 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
212 of 244
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Optic\Design\_CutSheet\TS—
PATH:

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LEGEND:

PROPOSED CONDUIT

PROPOSED PULLBOX

EXISTING PULLBOX

EXISTING CONTROLLER CABINET

EXISTING CONDUIT

TRAFFIC SIGNAL CONTROLLED

INTERSECTION
A
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2a
3 4
5 7
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EXISTING CONDUIT
Il7 7 15
3 0
6 5
8; 13 EX. CONTROLLER CABINET

N MELROSE DR
CB 2

EXISTING CONDUIT
I
PROPOSED 3" CONDUIT ( 419') 3 14
PROPOSED 3" CONDUIT ( 404')
h,

N MELROSEDR
CONSTRUCTION NOTES:

CONNECT TO LAYER 2 SWITCH WITH NEW NETWORK CABLE ONLY IF NOT CONNECTED.

IN EXISTING # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2, COIL 50' OF FIBER CABLE. NO. 6E PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

FURNISH AND INSTALL # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

TRENCH FURNISH AND INSTALL : 2-3" HDPE CONDUIT TO A DEPTH OF 30" USING DIRECTIONAL BORING FOR FIBER OPTIC CABLE. ALL CONDUIT BENDS SHALL BE FACTORY MADE. FURNISH AND INSTALL A NEW NO. 8 TWHN TRACER WIRE AND MULE TAPE.

FURNISH AND INSTALL A NEW TRUNK, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, GEL - FREE, 12 STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING 012ZU4-T4F22D20 OR APPROVED EQUAL. CONTRACTOR SHALL COIL TRUNK 12 - STRAND SMFO

CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEIET 2.

CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

NOTE:

REMOVE RADIO & SALVAGE TO CITY YARD

ADD FIBER EQUIPMENT AND SPLICING
3 8
9 13
14 14
0 AV
T NOTE FOR CN 15:

ONLY INSTALL NEW SPLICE VAULT. WORK DOES NOT

INCLUDE NEW SPLICE ENCLOSURE ( TO BE INSTALLED

AS PART OF A SEPARATE FUTURE TS PROJECT)
NOTE FOR CN 4:
4 15 12 - STRAND COILED 100' IN VAULT FOR FUTURE

TRAFFIC SIGNAL AT ASCOT DR AND N MELROSE DR
FUTURE
TS
PROPOSED 3" CONDUIT ( 400')
PROPOSED 3" CONDUIT ( 283') 3 14
M
CONNECT TO EXISTING LAYER 3 ETHERNET SWITCH WITH 2 - DUAL FIBER/TRANSCEIVER PORTS IN THE TRAFFIC SIGNAL CONTROLLER CABINET. PROVIDE ALL CABLES,

CONNECTORS AND AUXILIARY EQUIPMENT NECESSARY TO ESTABLISH COMMUNICATION TO ALL NETWORK CAPABLE DEVICES.

FURNISH AND INSTALL CORNING FIBER OPTIC DISTRIBUTION UNIT WITH 1U RACK MOUNT HOUSING, AND SPLICE CASSETTE. PROVIDE ALL JUMPERS, CAT 6 ETHERNET

PATCH CABLE, DATA CABLES, AND ALL APPURTENANCES NECESSARY FOR COMMUNICATIONS PER DETAIL F ON SHEET 2 AND SPLICE DIAGRAMS. [ HOUSING - CORNING CCH-01 U, PIGTAILED PATCH PANEL - CORNING CCH-CP12-AP-PD3RH, SPLICE TRAY - CORNING M67-
048, SFP - DYMEC KY-SGSFP-LX10KMD, FIBER
JUMPER - LC - LC PATCH CABLE, ANY BRAND, PREFERABLY 6 FT] REMOVE ALL RADIO EQUIPMENT & CABLING TO CITY YARD.

FURNISH AND INSTALL A NEW TRUNK, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, GEL - FREE, 24 STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING 012ZU4-T4F22D20 OR APPROVED EQUAL. CONTRACTOR SHALL COIL TRUNK 24 - STRAND SMFO CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS

SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

NOTE TO CONTRACTOR: IF # 6 PULL BOX NEXT TO CABINET DOES NOT HAVE ROOM FOR SWEEP ON THE OUTSIDE OF CABINET, INSTALL NEW # 6 PULL BOX. 10 15
CB
3 14
w
PROPOSED 3" CONDUIT ( 422')
3 14
F -
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LL.I
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2 U
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2 2 " INTERCONNECT CONDUIT INTO CABINET PER DETAIL " 1" AND DETAIL " H" ON SHEET 2.

PULL F.O. SIGNAL INTERCONNECT INTO CONTROLLER CABINET AND CONNECT AS DIRECTED BY THE ENGINEER.

FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT AND A NEW CORNING SCF-4C-18-01 OR APPROVED EQUAL SPLICE ENCLOSURE PER DETAIL A & D ON SHEET 2 NEXT TO EACH CABINET. IT SHALL HAVE A MINIMUM 24 - FIBER SPLICE CAPABILITY. PROVIDE CABLE PORTS AS REQUIRED. HAVE A MOISTURE — TIGHT SEALING ARRANGEMENT AND HAVE RE—ENTRY CAPABILITY. TEST AND DOCUMENT CABLE AND ALL SPLICES. REFER TO ADDITIONALCONSTRUCTION NOTE ABOVE AT N. MELROSE AND ASCOT DR.

INSTALL CONDUIT INTO EXISTING PULL BOX.

KOA

PLANNING I ENGINEERING I

CONSTRUCTION MANAGEMENT
5095 Murphy Canyon Rd, Suite 330
San Diego, California 92123
Tel: ( 619) 683-2933 Fax: ( 619) 683-7982
40' 20' 0 20' 40'
1"=40' GRAPHIC SCALE
NO. DESCRIPTION aTY DATE
Revision
d
DLIN C
SCALE
3/6/25 1DESIOlk
DRAM
CHECKED:

DATE: 02/11/,"

APPROVED CHANGES
o,60,

ENGINEER OF WORK
C5265512/31/2024 12/19/23
RCE EXP.LJC.DATE DATE
CITY of ViSTA
IMPROVEMENT PLANS FOR:

TRAFFIC SIGNAL INTERCONNECT

EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE
ADDRESS:

APPROVED

FOR CITY ENGINEER
70741 6/3O/25 7,1.22.9-

RCE EXPIRES DATE
BENCH MARK:

SHEET_12..,OF_21.

DWG - 4684
LI* 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
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PLOT
DATE:

Nr1HOIVW
5 PROPOSED 3"
CONDUIT ( 422')
16 3 14
EX.2-3"RMC
15 7 a
PROPOSED 3" CONDUIT ( 17')
13 9 8 1
EX. CONTROLLER CABINET
ck
3 14
LLI
PROPOSED 3"
CONDUIT ( 129')
61 3 14
EX. 2 1/2" CITY CONDUIT
EX. 2" CITY CONDUIT
2a
PROPOSED 3"
CONDUIT ( 81')
PROPOSED 3" CONDUIT ( 13')
2a
2a
6 co
PROPOSED 3" CONDUIT ( 245') 3 14
LEGEND:

PROPOSED CONDUIT

PROPOSED PULLBOX

EXISTING PULLBOX

EXISTING CONTROLLER CABINET

EXISTING CONDUIT

TRAFFIC SIGNAL CONTROLLED

INTERSECTION
1 2
2a
3 5
7 NOTE:

REMOVE RADIO & SALVAGE TO CITY YARD

ADD FIBER EQUIPMENT AND SPLICING

N MELROSE DR
CONSTRUCTION NOTES:

N MELROSE DR
3 14
PROPOSED 3" CONDUIT ( 444') 3 14
PROPOSED 3" CONDUIT ( 245')
CONNECT TO LAYER 2 SWITCH WITH NEW NETWORK CABLE ONLY IF NOT CONNECTED.

IN EXISTING # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2, COIL 50' OF FIBER CABLE. NO. 6E PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

FURNISH AND INSTALL # 6 PULL BOX, INSTALL NEW 45 — DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

TRENC`—' FURNISH AND INSTALL , 2-3" HDPE CONDUIT TO A DEPTH OF 30" USING DIRECTIONALarr_1ra. i, BORING FOR FIBER OPTIC CABLE. ALL CONDUIT BENDS SHALL BE FACTORY MADE. FURNISH AND INSTALL A NEW NO. 8 TWHN TRACER WIRE AND MULE TAPE.

CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

CONNECT TO EXISTING LAYER 3 ETHERNET SWITCH WITH 2 - DUAL FIBER/TRANSCEIVER PORTS IN THE TRAFFIC SIGNAL CONTROLLER CABINET. PROVIDE ALL CABLES,

CONNECTORS AND AUXILIARY EQUIPMENT NECESSARY TO ESTABLISH COMMUNICATION TO ALL NETWORK CAPABLE DEVICES.
9 13
14 co
3 141
sEk
2 FURNISH AND INSTALL CORNING FIBER OPTIC DISTRIBUTION UNIT WITH 1U RACK MOUNT HOUSING, AND SPLICE CASSETTE. PROVIDE ALL JUMPERS, CAT 6 ETHERNET

PATCH CABLE, DATA CABLES, AND ALL APPURTENANCES NECESSARY FOR COMMUNICATIONS PER DETAIL F ON SHEET 2 AND SPLICE DIAGRAMS. [ HOUSING — CORNING CCH-01U, PIGTAILED PATCH PANEL — CORNING CCH—CP12—AP—PD3RH, SPLICE TRAY — CORNING M67-048, SFP — DYMEC KY—SGSFP—LX10KMD, FIBER JUMPER — LC — LC PATCH CABLE, ANY BRAND, PREFERABLY 6 FT] REMOVE ALL RADIO EQUIPMENT & CABLING TO CITY YARD.

FURNISH AND INSTALL A NEW TRUNK, ALL — DIELECTRIC, FULLY WATER — BLOCKED, LOOSE TUBE, GEL — FREE, 24 STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING 012ZU4—T4F22D20 OR APPROVED EQUAL. CONTRACTOR SHALL COIL TRUNK 24 — STRAND SMFO CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS

SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

NOTE TO CONTRACTOR: IF # 6 PULL BOX NEXT TO CABINET DOES NOT HAVE ROOM FOR SWEEP ON THE OUTSIDE OF CABINET, INSTALL NEW # 6 PULL BOX. 10 15
16 co
v
co
Rw
2 PROPOSED 3" CONDUIT ( 386')
co
3 14
Q
C7
Tri
rn
2 " INTERCONNECT CONDUIT INTO CABINET PER DETAIL " I" AND DETAIL " H" ON HEET 2.

PULL F.O. SIGNAL INTERCONNECT INTO CONTROLLER CABINET AND CONNECT AS

DIRECTED BY THE ENGINEER,
FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT AND A NEW CORNING SCF-4C-18-01 OR APPROVED EQUAL SPLICE ENCLOSURE PER DETAIL A & D ON SHEET 2 NEXT TO EACH CABINET. IT SHALL HAVE A MINIMUM 24 - FIBER SPLICE CAPABILITY. PROVIDE CABLE PORTS AS REQUIRED. HAVE A MOISTURE - TIGHT SEALING ARRANGEMENT AND HAVE RE-ENTRY CAPABILITY. TEST AND DOCUMENT CABLE AND ALL SPLICES.

FURNISH AND INSTALL CAT6 CABLE.

KOA

PLANNING I ENGINEERING I

CONSTRUCTION MANAGEMENT
5095 Murphy Canyon Rd, Suite 330
San Diego, California 92123
Tel: ( 619) 683-2933 Fax: (( i19) 683-7988
40' 20' 0 20' 40'
40' GRAPHIC SCALE
NO. DESCRIPTIONN CITY DATE SCALE:

A\ \ I Revision City 3/6/25 DESIAt
DRAM
CHECKED:

DATE: 02/11/2021

APPROVED CHANGES
3,4k, C52655 12/31/2024 12/19/23
ENGINEER OF WORK RCE EXP.LIC.DATE DATE
0FESS!
tosir LP
G.
a
No. C52655
14t-
C1V11-

OF CALIF
in
CITY of VISTA
IMPROVEMENT PLANS FOR:

TRAFFIC SIGNAL INTERCONNECT

EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE
ADDRESS:
70741 6/30/25

FOR CITY ENGINEER RCE EXPIRES DATE
BENCH MARK:

SHEETJOFIL
DWG - 4684
Wit 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
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DATE:
12/19/2023
0O
Li
LU
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Lv
Li
C!7
MATCHL1NE
LEGEND:
3 14
2a
gzt
PROPOSED 3" CONDUIT ( 227')

PROPOSED CONDUIT

PROPOSED PULLBOX

EXISTING PULLBOX

EXISTING CONTROLLER CABINET

EXISTING CONDUIT

TRAFFIC SIGNAL CONTROLLED

INTERSECTION
czt
12)
Q
6 6

EXISTING CONDUIT
6 5E 6
PROPOSED 3" CONDUIT ( 401')
2 2a
5 7
u
NOTL

REMOVE RADIO & SALVAGE TO CITY YARD

ADD FIBER EQUIPMENT AND SPLICING
3 14
CONSTRUCTION NOTES:
2a

EXISTING CONDUIT
7 15
10 3 14 PROPOSED 3" CONDUIT ( 153')
CONNECT TO LAYER 2 SWITCH WITH NEW NETWORK CABLE ONLY IF NOT CONNECTED.

IN EXISTING # 6 PULL BOX, INSTALL NEW 45 — DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2, COIL 50' OF FIBER CABLE. NO. 6E PULL BOXES SHALL BE SPACED NO MORE THAN 50O FEET APART.

FURNISH AND INSTALL # 6 PULL BOX, INSTALL NEW 45 - DEGREE CONDUIT BENDS FOR FIBER OPTIC CABLE PER DETAIL B ON SHEET 2. NO. 6 PULL BOXES SHALL BE SPACED NO MORE THAN 500 FEET APART.

FURNISH AND INSTALL A NEW BRANCH, ALL - DIELECTRIC, FULLY WATER - BLOCKED, LOOSE TUBE, GEL - FREE, 6 - STRAND SINGLE MODE FIBER OPTIC ( SMFO) CABLE, CORNING O12ZU4-T4F22D20 OR APPROVED EQUAL. CONTRACTOR SHALL COIL 6 - STRAND SMFO

CABLE SLACK IN EVERY PULL BOX OR VAULT WHICH HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.

CONNECT TO EXISTING LAYER 3 ETHERNET SWITCH WITH 2 - DUAL FIBER/TRANSCEIVER

PORTS IN THE TRAFFIC SIGNAL CONTROLLER CABINET, PROVIDE ALL CABLES,

CONNECTORS AND AUXILIARY EQUIPMENT NECESSARY TO ESTABLISH COMMUNICATION TO ALL NETWORK CAPABLE DEVICES.
9 13
14 Y, C
5 13 9 8 F
EX. CONTROLLER CABINET
2 N MELROSE DR
2 W
LOS

ANGELES
DR

N MELROSE DR
6 # 6a
PROPOSED 3" CONDUIT ( 101')
6 2a
3 14
PROPOSED 3" CONDUIT ( 401') 3 14
FURNISH AND INSTALL CORNING FIBER OPTIC DISTRIBUTION UNIT WITH 1U RACK MOUNT HOUSING, AND SPLICE CASSETTE. PROVIDE ALL JUMPERS, CAT 6 ETHERNET

PATCH CABLE, DATA CABLES, AND ALL APPURTENANCES NECESSARY FOR COMMUNICATIONS PER DETAIL F ON SHEET 2 AND SPLICE DIAGRAMS, [ HOUSING — CORNING CCH—01U, PIGTAILED PATCH PANEL — CORNING CCH—CP12—AP—PD3RH, SPLICE TRAY - CORNING M67-048, SFP - DYMEC KY-SGSFP-LX1OKMD, FIBER JUMPER - LC - LC PATCH CABLE, ANY BRAND, PREFERABLY 6 FT] REMOVE ALL RADIO EQUIPMENT & CABLING TO CITY YARD.

HAS SUFFICIENT SPACE PER CABLE MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS AND DETAIL C ON SHEET 2.
10 15
CB
NOME TO CONTRACTOR: IF # 6 PULL BOX NEXT TO CABINET DOES NOT HAVE ROOM FOR SWEEP ON THE OUTSIDE OF CABINET, INSTALL NEW # 6 PULL BOX.

PROPOSED 3" CONDUIT ( 401') 3 14
6 EX. 3"

CITY CONDUIT
6 6
2a
6 W
J
W
0 J
LIJ
CI)

MATCHLINE
PROPOSED 3" CONDUIT ( 401')
2a
1 5
8 10
9 3 14
13 15
EX. CONTROLLER CABINET
EX. 3"

CITY CONDUIT
2 " INTERCONNECT CONDUIT INTO CABINET PER DETAIL " I" AND DETAIL " H" ON SHEET 2. PULL F.O. SIGNAL INTERCONNECT INTO

CONTROLLER CABINET AND CONNECT AS DIRECTED BY THE,
ENGINEER.

PROPOSED 3"
CONDUIT ( 14')
3 14
FURNISH AND INSTALL FIBER OPTIC SPLICE VAULT AND A NEW CORNING SCF-4C-18-01 OR APPROVED EQUAL SPLICE ENCLOSURE PER DETAIL A & D ON SHEET 2 NEXT TO EACH CABINET. IT SHALL HAVE A MINIMUM 24 - FIBER SPLICE CAPABILITY. PROVIDE CABLE PORTS AS REQUIRED. HAVE A MOISTURE - TIGHT SEALING ARRANGEMENT AND HAVE RE-ENTRY CAPABILITY. TEST AND DOCUMENT CABLE AND ALL SPLICES.

INSTALL CONDUIT INTO EXISTING PULL BOX.

PLANNING I ENGINEERING

CONSTRUCTION MANAGEMENT
5995 Murphy Canyon Rd, Suite 430
San Diego, Catifornia 92123
Te1: ( 619) 083-2933 Fax: ( 619) 6$3-7992
40' 20' 0 20' 40'
1"=40' GRAPHIC SCALE
NO. DESCRIPTION
Revision
CITY
I City
DATE
3/6/25
SCALE:

SCAM _
SRAM
DATE 02A1/i"021
APPROVED CHANGES ENGINEER OF WORK RCE EXP.UC.DATE DATE
CiTY of VISTA
IMPROVEMENT PLANS FOR:

TRAFFIC SIGNAL INTERCONNECT
EMERALD DRIVE, POINSETilA AVENUE AND N MELROSE DRIVE
ADDRESS:

C/FOR cTY ENGINEER
70741 6/30/25 3 i o/-

RCE - EXPIRES DATE
BENCH MARK:.

SHEETJOF2L
DWG - 4684

1.D 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
C12
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DAT

STORVWATER PROTECTION NOTES

DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME

SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED IN THE EVENT OF A RAINSTORM. 125% OF ALL SUPPLIES NEEDED FOR BMP MEASURES SHALL

BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS WHEN THERE IS A FORECAST RAIN.

THE CONTRACTOR IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMPs ( BEST MANAGEMENT PRACTICES)

THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND

MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMPs IS THE CONTRACTOR'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPs MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF VISTA OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATIVE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO.

STATE WATER RESOURCES CO\TROL

BOARD CERTIFICATE

DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER NO. 2009-0009-DWQ. NPDES GENERAL PERMIT NO. CASOOOOO2. WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. FOR ALL

PROJECTS WHERE THE DISTURBED AREA IS GREATER THAN ONE ACRE, A STORM WATER

POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE

DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES. ALL REQUIRED PERMIT REGISTRATION DOCUMENTS ( PRDS) SHALL BE

FILED WITH THE SWRCB PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY, IN ACCORDANCE WITH SECTION II.B.3 OF THE PERMIT. A COPY OF THE

ACKNOWLEDGEMENT FROM THE SWRCB THAT ALL PROS HAVE BEEN RECEIVED FOR THIS PROJECT SHALL BE ON FILE AT THE CITY OF VISTA WHEN RECEIVED; FURTHER, A

COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER ( WASTE DISCHARGE IDENTIFICATION NUMBER WDID#)) FOR THIS PROJECT SHALL BE ON FILE WITH THE CITY OF VISTA WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND

SUBSEQUENT OWNERS(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS PERMIT, AND BY THE SWRCB ORDER NO. 2O09-0009-DWQ, AND ANY SUBSEQUENT AMENDMENTS

THERETO, SHALL COMPLY WITH SPECIAL PROVISIONS AS SET FORTH IN SECTION II.C.4 OF THE SWRCB ORDER NO. 2009-0009-DWQ.

N/A

SIGNATURE OF CITY OF VISTA DATE

CORPORATE OFFICER, ( CITY ENGINEER)
BMPs FOR GRI\DI\G AND PAVING OPERATIONS

1. IN ORDER TO REDUCE THE POTENTIAL FOR THE TRANSPORT OF POLLUTANTS IN STORM WATER RUNOFF FROM PAVING OPERATIONS, PAVING SHALL NOT TAKE PLACE WITHIN 72 HOURS OF A PREDICTED STORM EVENT. IF PAVING DOES OCCUR WITHIN 72 HOURS OF A

SIGNIFICANT STORM EVENT, CATCH BASIN FILTERS OR OTHER APPROPRIATE BMPS SHALL BE UTILIZED TO TRAP HYDROCARBONS.

2. PROTECT STORM DRAIN INLETS NEAR WORK AND DOWN GRADIENT OF WORK AREAS DURING SAW CUTTING, GRINDING, OR PAVING OPERATIONS.

3. SAW - CUT SLURRY SHALL BE SWEPT, VACUUMED AND REMOVED FROM SITE.

4. PAVING MATERIALS AND MACHINERY SHALL BE STORED AWAY FROM STORM DRAINS AND

WATER BODIES AND SECONDARY CONTAINMENT WILL BE USED TO CATCH DRIPS, LEAKS OR SPILLS WHERE APPLICABLE.

5. IF ONSITE MIXING IS PLANNED THEN AN AREA SHALL BE DESIGNED FOR CONDUCTING THE MIXING. THIS AREA SHALL BE PAVED OR MADE IMPERVIOUS ( E.G., PLASTIC OR WOOD SHEETING) AND BE LOCATED AWAY FROM STORM DRAIN INLETS OR WATERCOURSES.

6. MINIMIZE OVERSPRAY OF TACKIFYING EMULSIONS OR PLACEMENT OF OTHER PAVING MATERIALS BEYOND THE LIMITS OF THE AREA TO BE PAVED.

7. USE DRY METHODS TO CLEAN EQUIPMENT AND CONDUCT CLEANING IN ACCORDANCE WITH THE CASQA BMP ON ` VEHICLE AND EQUIPMENT CLEANING.'

8. MATERIAL USE AND STOCKPILES SHALL BE MANAGED IN ACCORDANCE WITH CASQA BMP ON MATERIAL USE" AND ` STOCKPILE MANAGEMENT."

9. COLLECT AND REMOVE ALL BROKEN ASPHALT AND CONCRETE OR EXCESS MATERIALS,

RECYCLE WHEN FEASIBLE AND DISPOSE OF MATERIALS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.

10. DO NOT APPLY ASPHALT, CONCRETE PAVING, SEAL COAT, TACK COAT, SLURRY SEAL OR FOG SEAL IF RAIN IS EXPECTED DURING THE APPLICATION OR CURING PERIOD. 11 . AVOID IF POSSIBLE, TRANSFERRING, LOADING, OR UNLOADING PAVING MATERIALS NEAR STORM DRAIN INLETS OR WATERCOURSES. IF NOT POSSIBLE, USE DEBRIS INLET PROTECTION DETAIL.

12. INSPECT AND MAINTAIN EQUIPMENT AND MACHINERY ROUTINELY TO MINIMIZE LEAKS AND DRIPS.

13. INSPECT INLET PROTECTION MEASURES AFTER A RAIN EVENT OR AFTER GRINDING OPERATIONS. REMOVE AND DISPOSE OF GRINDING PARTICLES FROM GUTTERS, SIDEWALKS AND INLETS.

14. DRAINAGE INLET STRUCTURES SHALL BE COVERED WITH FILTER FABRIC PER DEBRIS

INLET PROTECTION DETAIL, DURING APPLICATION OF OVERLAY, SEAL COAT, TACK COAT, SLURRY SEAL, AND/OR FOG SEAL.

15. MINIMIZE THE POSSIBILITY THAT SAND AND GRAVEL FROM PAVING OPERATIONS WILL ENTER STORM DRAINS, AND WATER COURSE BY SWEEPING AND/OR VACUUMING. 3MPs FOR GR I \ DING AND PAVING OPE

CONTINUED

SAW CUTTING, GRINDING, AND PAVEMENT REMOVAL
8‘TIONS

1. SHOVEL OR VACUUM SAW -CUT SLURRY AND REMOVE FROM SITE. COVER OR BARRICADE STORM DRAINS DURING SAW CUTTING TO CONTAIN SLURRY.
2, WHEN PAVING INVOLVES AC, THE FOLLOWING STEPS SHOULD BE IMPLEMENTED TO PREVENT

THE DISCHARGE OF GRINDING RESIDUE, UNCOMPACTED OR LOOSE AC, TACK COATS, EQUIPMENT CLEANERS, OR UNRELATED PAVING MATERIALS:

AC GRINDINGS, PIECES, OR CHUNKS USED IN EMBANKMENTS OR SHOULDER BACKING SHOULD NOT BE ALLOWED TO ENTER ANY STORM DRAINS OR WATERCOURSES.. INSTALL INLET PROTECTION AND PERIMETER CONTROLS UNTIL AREA IS STABILIZED ( I.E.

CUTTING, GRINDING OR OTHER REMOVAL ACTIVITIES ARE COMPLETE AND LOOSE

MATERIAL HAS BEEN PROPERLY REMOVED AND DISPOSED OF)OR PERMANENT CONTROLS ARE IN PLACE. EXAMPLES OF TEMPORARY PERIMETER CONTROLS CAN BE FOUND IN EC - 9, EARTH DIKES AND DRAINAGE SWALES; SE - 1, SILT FENCE; SE -5, FIBER ROLLS, OR SE - 13 COMPOST SOCKS AND BERMS
COLLECT AND REMOVE ALL BROKEN ASPHALT AND RECYCLE WHEN PRACTICAL. OLD OR SPILLED ASPHALT SHOULD BE RECYCLED OR DISPOSED OF PROPERLY.

3. DO NOT ALLOW SAW - CUT SLURRY TO ENTER STORM DRAINS OR WATERCOURSES. RESIDUE

FROM GRINDING OPERATIONS SHOULD BE PICKED UP BY A VACUUM ATTACHMENT TO THE

GRINDING MACHINE, OR BY SWEEPING, SHOULD NOT BE ALLOWED TO FLOW ACROSS THE PAVEMENT, AND SHOULD NOT BE LEFT ON THE SURFACE OF THE PAVEMENT. SEE ALSO WM-8, CONCRETE WASTE MANAGEMENT, AND WM-10, LIQUID WASTE MANAGEMENT.

4. PAVEMENT REMOVAL ACTIVITIES SHOULD NOT BE CONDUCTED IN THE RAIN.

5. COLLECT REMOVED PAVEMENT MATERIAL BY MECHANICAL OR MANUAL METHODS. THIS MATERIAL MAY BE RECYCLED FOR USE AS SHOULDER BACKING OR BASE MATERIAL. IF

REMOVED PAVEMENT MATERIAL CANNOT BE RECYCLED, TRANSPORT THE MATERIAL BACK TO AN APPROVED STORAGE SITE.

ASPHALTIC CONCRETE PAVING
IF PAVING INVOLVES ASPHALTIC CEMENT CONCRETE, FOLLOW THESE STEPS:

DO NOT ALLOW SAND OR GRAVEL PLACED OVER NEW ASPHALT TO WASH INTO STORM DRAINS, STREETS, OR CREEKS. VACUUM OR SWEEP LOOSE SAND AND GRAVEL AND PROPERLY DISPOSE OF THIS WASTE BY REFERRING TO WM-5, SOLID WASTE MANAGEMENT.

OLD ASPHALT SHOULD BE DISPOSED OF PROPERLY. COLLECT AND REMOVE ALL BROKEN

ASPHALT AND PORTLAND CEMENT CONCRETE PAVING FROM THE SITE AND RECYCLE WHENEVER POSSIBLE.

2. DO NOT WASH SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO A STORM DRAIN SYSTEM. COLLECT WASTE MATERIALS BY DRY METHODS, SUCH AS SWEEPING OR SHOVELING, AND RETURN TO AGGREGATE BASE STOCKPILE OR DISPOSE OF PROPERLY.

ALLOW AGGREGATE RINSE TO SETTLE. THEN, EITHER ALLOW RINSE WATER TO DRY IN A TEMPORARY PIT AS DESCRIBED IN WM-8, CONCRETE WASTE MANAGEMENT, OR ( PUMP THE WATER TO THE SANITARY SEWER IF AUTHORIZED BY THE LOCAL WASTEWATERAUTHORITY.

SEALING OPERATIONS

1. DURING CHIP SEAL APPLICATION AND SWEEPING OPERATIONS, PETROLEUM OR PETROLEUM

COVERED AGGREGATE SHOULD NOT BE ALLOWED TO ENTER ANY STORM DRAIN OR WATER COURSES. APPLY TEMPORARY PERIMETER CONTROLS UNTIL STRUCTURE IS STABILIZED I.E. ALL SEALING OPERATIONS ARE COMPLETE AND CURED AND LOOSE MATERIALS HAVE BEEN PROPERLY REMOVED AND DISPOSED).

2. INLET PROTECTION ( SE - 10, STORM DRAIN INLET PROTECTION) SHOULD BE USED DURING.

APPLICATION OF SEAL COAT, TACK COAT, SLURRY SEAL, AND FOG SEAL.

3. SEAL COAT, TACK COAT, SLURRY SEAL, OR FOG SEAL SHOULD NOT BE APPLIED IF RAINFALL IS PREDICTED TO OCCUR DURING THE APPLICATION OR CURING PERIOD.

PAVING EQUIPMENT

1. LEAKS AND SPILLS FROM PAVING EQUIPMENT CAN CONTAIN TOXIC LEVELS OF HEAVY METALS AND OIL AND GREASE. PLACE DRIP PANS OR ABSORBENT MATERIALS ( UNDER PAVING EQUIPMENT WHEN NOT IN USE. CLEAN UP SPILLS WITH ABSORBENT MATERIALS AND DISPOSE OF IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. SEE INS - 10, VEHICLE AND EQUIPMENT MAINTENANCE, WM-4, SPILL PREVENTION AND CONTROL, AND WM-10, LIQUID WASTE MANAGEMENT.

2. SUBSTANCES USED TO COAT ASPHALT TRANSPORT TRUCKS AND ASPHALT SPREADING EQUIPMENT SHOULD NOT CONTAIN SOAP AND SHOULD BE NON -FOAMING AND NON-TOXIC.

3. PAVING EQUIPMENT PARKED ONSITE SHOULD BE PARKED OVER PLASTIC TO PREVENT SOIL CONTAMINATION.

4. CLEAN ASPHALT COATED EQUIPMENT OFFSITE WHENEVER POSSIBLE. WHEN CLEANING DRY,

HARDENED ASPHALT FROM EQUIPMENT, MANAGE HARDENED ASPHALT DEBRIS AS DESCRIBED IN WM-5, SOLID WASTE MANAGEMENT. ANY CLEANING ONSITE SHOULD FOLLOW NS -8, VEHICLE AND EQUIPMENT CLEANING.

THERMOPLASTIC STRIPING

1. THERMOPLASTIC STRIPER AND PRE - HEATER EQUIPMENT SHUTOFF VALVES SHOULD BE

INSPECTED TO ENSURE THAT THEY ARE WORKING PROPERLY TO PREVENT LEAKING

THERMOPLASTIC FROM ENTERING DRAIN INLETS, THE STORMWATER DRAINAGE SYSTEM, OR WATERCOURSES.

2. PRE -HEATERS SHOULD BE FILLED CAREFULLY TO PREVENT SPLASHING OR SPILLING OF HOT THERMOPLASTIC. LEAVE SIX INCHES OF SPACE AT THE TOP OF THE PRE - HEATER CONTAINER WHEN FILLING THERMOPLASTIC TO ALLOW ROOM FOR MATERIAL TO MOVE.

3. DO NOT PRE - HEAT, TRANSFER, OR LOAD THERMOPLASTIC NEAR DRAIN INLETS OR WATERCOURSES.

4. CLEAN TRUCK BEDS DAILY OF LOOSE DEBRIS AND MELTED THERMOPLASTIC. WHEN POSSIBLE, RECYCLE THERMOPLASTIC MATERIAL.
3MPs FOR GRINDING AND PAVING OPERATIONS

CONTINUED

RAISED/RECESSED PAVEMENT MARKER APPLICATION AND REMOVAL

1. DO NOT TRANSFER OR LOAD BITUMINOUS MATERIAL NEAR DRAIN INLETS, THE STORMWATER DRAINAGE SYSTEM, OR WATERCOURSES.

2. MELTING TANKS SHOULD BE LOADED WITH CARE AND NOT FILLED TO BEYOND SIX INCHES FROM THE TOP TO LEAVE ROOM FOR SPLASHING.

3. WHEN SERVICING OR FILLING MELTING TANKS, ENSURE ALL PRESSURE IS RELEASED BEFORE REMOVING LIDS TO AVOID SPILLS.

4. ON LARGE-SCALE PROJECTS, USE MECHANICAL OR MANUAL METHODS TO COLLECT EXCESS BITUMINOUS MATERIAL FROM THE ROADWAY AFTER REMOVAL OF MARKERS.

1. CONTRACTOR TO PLACE INLET PROTECTION PER INLET PROTECTION DETAIL ( EITHER OPTION 1 OR OPTION 2) LOCATED ON THIS SHEET, WHEN NEEDED AT COMMENCEMENTOF

WORK AT EACH INDIVIDUAL LOCATION, ON STREETS INDICATED TO HAVE A GRIND AND OVERLAY. ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT

THE APPROPRIATE TIME AS DICTATED BY THE CONSTRUCTION SEQUENCE AND THE CITY INSPECTOR.

2. GRAVEL BAG CHECK DAMS TO BE PLACED WITHIN STREET AREAS PER NOTE 12 OF STORMWATER & EROSION CONTROL NOTES LOCATED ON THIS. SHEET AND PER DETAIL SHOWN ON THESE PLANS.

3. EROSION CONTROL BMPs SHALL BE INSTALLED AT LOCATIONS AS DESCRIBED IN THE

NOTES AND DETAILS AND AT LOCATIONS DETERMINED BY THE INSPECTOR DURING CONSTRUCTION, BASED ON CURRENT FIELD CONDITIONS. CONTRACTOR WILL COORDINATE

WITH CITY INSPECTOR TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE EROSION CONTROL FACILITIES.

CURB INLET OPENING
EXISTING A.C.

PAVEMENT
PLACE 2"x4" AND FILTER

FABRIC COVER OVER CURB

INLET OPENING AND

SECURE BOTH TOP AND
BOTTOM OF 2"x4"s WITH
201b SAND BAGS AT EACH
END

EXISTING CURB INLET

EXISTING
CURB &
GUTTER

CURB INLET DEBRIS DAM

FIT OVER CURB INLET OPENING

EXISTING

SIDEWALK
SECURE FILTER FABRIC TO 2"x4"s

BY STAPLING AND BY WRAPPING

FABRIC AT LEAST THREE TIMES
AROUND 2"x4".

NOTES:

1. INTENDED FOR SHORT-TERM USE.

2. USE TO INHIBIT STORM WATER AND NON -STORM DEBRIS.

3. CLEAN AFTER EVERY STORM EVENT.

4. REMOVE DEBRIS DAM AFTER ALL CONSTRUCTION OPERATIONS ARE COMPLETE.

5. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR'S Q.S.P.. SILT & DEBRIS ACCUMULATION MUST BE REMOVED AS IT ACCUMULATES.

6. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND GRINDING OPERATIONS.

OPTION 1

DEBRIS INLET PROTECTION DETAIL

NOT TO SCALE
SECURE WOOD 2"x4" BY PLACING

GRAVEL BAGS AT END AT BOTH TOP
OF CURB AND GUTTER. ADDITIONAL

BAGS MAY BE REQUIRED TO SECURE

DEBRIS DAM DUE TO VARYING
LENGTHS OF INLET.

WOOD 2"x4" SHALL EXTEND 2"

BEYOND CURB INLET OPENING ON
BOTH SIDES. LENGTHS OF CURB

INLETS MAY VARY AT DIFFERENT
LOCATIONS.

LEGEND
BEST vANAGEME

DESCRIPTION SYMBOL
TC-1 STABILIZED CONSTRUCTION ENTRANCE
SS - 3 BONDED FIBER MATRIX & SS - 4 HYDROSEEDING
WM-1 MATERIAL DELIVERY STORAGE
WM-5 SOLID WASTE MANAGEMENT W
WM-6 HAZARDOUS WASTE MANAGEMENT l
WM-8 CONCRETEWASTE MANAGEMENT CWM
WM-9 SANITARY/SEPTIC WASTE MANAGEMENT rl
SC - 8 - GRAVEL RAG BARRIER

FIBER ROLL

SILT FENCE

NT PROTECTION

IN THE IMMINENT EVENT OF PRECIPITATION ALL EXPOSED DRIVEWAYS, OR CROSS GUTTERS, SHALL BE PROTECTED WITH ( A MINIMUM 20 - FOOT LENGTH) OF 1"

ROCK/GRAVEL DURING CONSTRUCTION
LOCATION OF BEST MANAGEMENT PROTECTION, INDICATED BY WM-1 THROUGH WM-9, ARE NOT SHOWN ON THIS PLAN. CONTRACTOR'S Q.S.P. SHALL DETERMINE APPROPRIATE

LOCATIONS, DOCUMENT LOCATIONS IN SWPPP AND OBTAIN APPROVAL FROM ENGINEER AND

THE INSPECTOR IN THE FIELD
Gao
N C PNNWEl°T }

GRAVEL - FILLED BAG ( PLACE ONE

BAG AT EACH END)

SECURE FILTER FABRIC

WITH GRAVEL BAGS

EXISTING CURB INLET
NOTES:

1. INTENDED FOR SHORT-TERM USE.

2. PLACE GRAVEL BAGS WITHIN GUTTER OUTSIDE OF A.C. PAVEMENT AND ON TOP OF CURD

3. USE TO INHIBIT STORM WATER AND NON - STORM DEBRIS.

4. CLEAN AFTER EVERY STORM EVENT.

5. REMOVE DEBRIS DAM AFTER ALL CONSTRUCTION OPERATIONS ARE COMPLETE.

6. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR'S Q.S.P.. SILT & DEBRIS ACCUMULATION MUST BE REMOVED AS IT ACCUMULATES.

7. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND GRINDING OPERATIONS.

OPTION 2

DEBRIS INLET PROTECTION DETAIL

NOT TO SCALE

DRY CONDITION FOR GRIND AND OVERLAY
KOA
PLANNING 1ENGINEERING I',

CONSTRUCTION MANAGEMENT
5095 Murphy Canyon Rd, Suite 330
San biego, Calkfornia 92123
Tel: ( 619) 683-2933 Fax_ ( 619) 683-7992
NO. DESCRIPTION QTY DATE SCALE
SEAM
MAIM
DECREE
DATE 02/11/2021

APPROVEDCHANGES ENGINEER OF WORK
C5265512/31 / 2024 12/19/23
RCE EXP.LIC.DATE DATE
CITY of VISTA
EROSION CONTROL FOR:

TRAFFIC SIGNAL INTERCONNECT
EMERALD DRIVE. POINSETTIA AVENUE AND N MELROSE DRIVE
ADDRESS:

APPROVED
0741 6A10153/111
r ... FOR CITY ENGINEER RCE EXPIRES DAT
BENCH MARK:

SHEET OF 21
DWG - 4684
LD 23-033
Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
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DATE:

BORE PIT
STJPVIWATER 8 EROSION CONTROL NOTES

1. THIS PROJECT IS SUBJECT TO ALL APPLICABLE GENERAL AND PROJECT SPECIFIC PROHIBITIONS AND REQUIREMENTS IN CHAPTERS 13.18, AND 17.56 OF THE VISTA MUNICIPAL CODE, AND THE CITY STORMWATER STANDARDS MANUAL.

2. BMPS AT MANNED FACILITIES MUST BE INSPECTED BY THE Q.S.P. BEFORE AND FOLLOWING PREDICTED RAIN EVENTS. BMPS AT UNMANNED FACILITIES MUST BE INSPECTED BY THE DISCHARGER REGULARLY DURING THE RAINY SEASON AND PERIODICALLY BETWEEN EACH RAINY SEASON. THESE BMPS MUST BE MAINTAINED SO THAT THEY CONTINUE TO FUNCTION AS DESIGNED. IF THE FAILURE OF A BMP

INDICATES THAT THE BMPS IN USE ARE INAPPROPRIATE OR INADEQUATE TO THE CIRCUMSTANCES, THE

BMPS MUST BE MODIFIED OR UPGRADED TO PREVENT ANY FURTHER FAILURE IN THE SAME OR SIMILAR CIRCUMSTANCES.

3. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN BMPs, THE ENGINEER MAY CAUSE

EMERGENCY MAINTENANCE WORK TO BE DONE TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE

COST ( INCLUDING AN INITIAL MOBILIZATION AMOUNT) OF WHICH SHALL BE CHARGED TO THE CONTRACTOR.

4. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE ENGINEER.

5. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN WHICH INTERFERE

WITH THE WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE Q.S.D./Q.S.P. AND AS APPROVED BY THE ENGINEER.

6. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATIONS, AND PERIODICALLY THEREAFTER, AS DIRECTED BY THE INSPECTOR.

7. A 12 INCH HIGH BY 4 - FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 FEET FROM THE TOP OF SLOPES.

8. STAND—BY CREWS SHALL BE ALERTED BY THE CONTRACTOR's, Q.S.P. FOR EMERGENCY WORK DURING RAINSTORMS.

D. ALL UTILITY TRENCHES SHALL BE BACKFILLED WITHIN 24 HOURS AND MUST BE BACKFILLED BEFORE THE END OF THE WORK DAY IF A 40% CHANCE OF RAIN IS PREDICTED.

10. ALL BUILDING PADS SHALL BE SLOPED TOWARDS THE DRIVEWAY AND VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET. VELOCITY CHECK DAMS SHALL BE PROVIDED ACROSS THE OUTLETS OF ALL LOTS DRAINING INTO THE STREET. 11 . PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR UNPAVED, AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF

GRAVELBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE ENGINEER, AND

SHALL EXTEND ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE FOR A DISTANCE SUFFICIENT TO PREVENT SEDIMENT FROM ENTERING STORM DRAIN. EARTHEN DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS.

STREET GRADE
LESS THAN 2%
2% TO 4%
4% TO 10%
OVER 10%

CHECK DAM INTERVAL

AS REQUIRED
100 FEET
50 FEET
25 FEET

12. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED BELOW UNLESS CHANNELS ARE LINED WITH TEMPORARY MATERIALS SUCH AS PLASTIC SHEETING.

CHANNEL GRADE
LESS THAN 3%
3% TO 6%
OVER 6%

CHECK DAM INTERVAL
100 FEET
50 FEET
25 FEET

13. A GRAVELBAG SILT BASIN, OR SILT TRAP, SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.

14. A GUARD SHALL BE POSTED ON SITE WHENEVER THE DEPTH OF WATER IN ANY BMP EXCEEDS TWO FEET.

15. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE DURING ALL OPERATIONS THAT

GENERATE POLLUTANTS AND AT THE END OF EACH WORKING DAY, AFTER EACH RAINSTORM EXCEEDING INCH IN A 12 HOUR PERIOD, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, AND BASINS SHALL BE PUMPED DRY.

16. EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND SHALL EFFECTIVELY COVER THE REQUIRED SLOPES PRIOR TO FINAL APPROVAL. THE PLANTING MIX SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. SPRINKLER SYSTEMS ARE REQUIRED ON ALL SLOPES OVER FIVE FEET IN HEIGHT. TEMPORARY SPRINKLER SYSTEMS WILL BE REQUIRED ON ALL SLOPES UNTIL PLANTING IS ESTABLISHED, AND MAY NOT BE REMOVED WITHOUT PRIOR APPROVAL OF THE ENGINEER.

17. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT

CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN. RAIN IS IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.

18. ANY PROPOSED ALTERNATE EROSION CONTROL MEASURES ARE TO BE RECOMMENDED BY THE CONTRACTOR'S Q.S.P. FOR APPROVAL BY THE ENGINEER, PRIOR TO INSTALLATION.

19. FROM OCTOBER 1ST THROUGH APRIL 30TH OF EACH YEAR, CHAPTER 17.56 REQUIRES THAT ALL SLOPE FACES BE PROTECTED FROM EROSION, AND THAT ALL SEDIMENT BE KEPT ON SITE. THE USE OF

INDUSTRY STANDARD SLOPE PROTECTION AND SEDIMENT CONTROL METHODS ARE REQUIRED TO BE IN PLACE AND MAINTAINED 24 HOURS A DAY/7 DAYS A WEEK.

20. MATERIALS WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BE USED WITH AND IN ACCORDANCE WITH LABEL DIRECTIONS. THESE MATERIALS AND OTHER WASTE SHALL BE STORED IN A

MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR RETAINS CONTAMINATED RUN-OFF FOR TREATMENT AND DISPOSAL.

21. THE CONTRACTOR DESIGNATED 24 - HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON(S)

RESPONSIBLE FOR EMERGENCY WORK SHALL BE PROVIDED TO THE OWNER AND SHALL AT ALL TIMES BE POSTED IN A CONSPICUOUS PLACE ONSITE TO FACILITATE PUBLIC REPORTING OF PROBLEMS. ( A TELEPHONE ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE.)

22. CONTRACTOR TO IMPLEMENT AND MAINTAIN ONSITE AT ALL TIMES A STORMWATER

MANAGEMENT PLAN ( SWMP) OR STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) IN CITY APPROVED FORMAT WHICH IS HEREBY INCORPORATED WITH THESE PLANS BY REFERENCE. SAID PLAN SHALL BE KEPT CURRENT AND REFLECTIVE OF CURRENT SITE CONDITIONS.

DRAINAGE INLET AT

SAG OR LOW POINT

FACE OF CURB
6'-O" MIN.

FLOW

PILLWAY

EDGE OF TRAVELED WAY

GRAVEL BAG BERMS PLACED

TO INTERCEPT RUNOFF FROM

CONVERGING DIRECTIONS
FLOW

FACE OF CURB

DRAINAGE INLET

PLAN VIEW FOR SUV

NOT TO SCALE
4'-0"
TYP.

P CONDITION
SEE NOTE 12 OF

STORMWATER & EROSION

CONTROL NOTES
4'-O" MIN. FROM EDGE

OF TRAVELED WAY

PLAN VIEW EOM FLOW - BY CONDITION

NOT TO SCALE

SPILLWAY

GRAVEL BAG BERM

SPILLWAY
STACK GRAVEL - FILLED BAGS 1 -LAYER HIGH
FOR SPILLWAY AND 2 - LAYERS HIGH FOR

REMAINING BERM

WFT CON

PLACE ADDITIONAL BAGS ON TOP OF

CURB AND UPSTREAM OF GRAVEL BAG
BERM TO PREVENT OVER TOPPING.

INSTALL GRAVEL -FILLED BAGS FLUSH
AGAINST CURB OR DIKE FACE.

CONSTRUCT GRAVEL BAG BERM

BY TIGHTLY ABUTTING GRAVEL - FILLED

BAGS TO ELIMINATE GAPS AND VOIDS

END OF GRAVEL BAG BERM

EXTEND AS NECESSARY TO FORCE

PONDED RUNOFF OVER SPILLWAY

INSTEAD OF OUT FLANKING AROUND
END OF BERM.

PEPSPECTIVE VIEW GRAVEL BAG BA

NOT TO SCALE

GAVEL BAG P

CURB, GUTTE
BRIER

OTECTION FOR
A\3 SIDEWALK R DLACFVLk T

NOT TO SCALE
DIT O\ FOR STRILT IMDPOVE L T WITH EXPOS D SO

FACE OF CURB

SIDEWALK
GUTTER

SPILLWAY

EDGE OF TRAVELED WAY
10'-O" MIN.

FLOW
NOTE:GRAVEL FILLED
BAGS 2 - LAYERS

PLAN VIEW EOP BORE PIT WITH ROADWAY

NOT TO SCALE
VARIES

PLAN VIEW POR BORE PIT IN SIDEWAL

NOT TO SCALE
K
L CONDITIO\
NOTE:GRAVEL FILLED
BAGS 2 - LAYERS

FACE OF CURB
KOA

PLANNING I ENGINEERING I

CONSTRUCTION MANAGEMENT
5095 Murphy Canyon Rd, Suite 335
San Diego, California 92123
Tel: ( 619) 663-2933 Fax: ( 619) 663-7982
NOTES:

PLACE SAFETY CONES ADJACENT TO DRAINAGE
INLET PROTECTION.

2. DIMENSIONS MAY VARY TO FIT FIELD CONDITIONS.

3. INSTALL A MINIMUM OF 3 GRAVEL BAG BERMS

UPSTREAM OF EACH DRAINAGE INLET TO BE
PROTECTED.

4. EROSION CONTROL BLANKET OR GEOSYNTHETIC FABRIC

IS NOT REQUIRED IF THE AREA ADJACENT TO
THE DRAINAGE INLET IS VEGETATED OR PAVED.

NO. DESCRIPTION DA
CHECKED:

DATE: 02/'11/2021

APPROVED CHANGES
clit.041*, 05265512/31/2024 12/19/23
ENGINEER OF WORK RCE EXP.LIC.DATE DATE
No, C52655
CIVa-
OF CA'
CITY of VISTA
EROSION CONTROL FOR:

TRAFFIC SIGNAL INTERCONNECT

EMERALD DRIVE, POINSETTIA AVENUE AND N MELROSE DRIVE
ADDRESS:
70741 _ ___6/30/25,3 Iz
FOR art t ENGINEER RCE EXPIRES DATE
BENCH MARK:

SHEET-21_OFL
DWG - 4684
Lt1D23-033
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CA 9202
1298 Pacific Oaks Place, Escondido,
CFO
Brian Miliate
Theodore Neville Baker
CEO-President
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PLEASE SEE ATTACHED PROJECT

REFERENCE LIST
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117,000.00
Directional Drill
Bore
10 NO
3030 E CORONADO
STREET
ANAHEIM, CA 92806
926968

CALIFORNIA BORING INC
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Baker Job Number 23485
Project Name Torrey Pins Fire Station
Owner City of San Diego
Contractor Level 10 Construction
Contact Person Stephen Shores
Phone Number 361-876-7753
Email Address [email protected]
Contract Amount $581,353
Approved Change Orders
Start Date 5/1/2023
Type Of Work Traffic Signal Installation
Baker Job Number 23490
Project Name IQHQ Ph 1 Parking & 3A
Owner IQHQ
Contractor Turner Construction Company
Contact Person Omar Dana
Phone Number 714-309-7633
Email Address [email protected]
Contract Amount $2,698,000
Approved Change Orders $987,943
Start Date 10/1/2022
Type Of Work Traffic Signal and Lighting
Baker Job Number 24127
Project Name Weld Distribution Center
Owner Weld Distribution Center
Contractor C2 Building Group
Contact Person PJ Simas
Phone Number 858-255-1545
Email Address [email protected]
Contract Amount $625,000
Approved Change Orders $11,792
Start Date 5/1/2023
Type Of Work Traffic Signal and Lighting
Baker Job Number 24154
Project Name Streetlight Pole Replacement
Owner City of Santa Ana
Contractor City of Santa Ana
Address 20 Civic Center Plaza, Santa Ana, CA. 92701
Contact Person Ricardo Perez
Phone Number 714-647-5051
Email Address [email protected]
Contract Amount $597,000.00
Approved Change Orders $170,788.96
Start Date 3/8/2024
Type Of Work Remove streetlight wood poles and install aggregate streetlight poles and new overhead wiring

OPEN PROJECTS

PROJECTS REFERENCE LIST
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Baker Job Number 24280
Project Name Willow Ave & San Bernardino Traffic Signal Owner City of Rialto
Contractor City of Rialto
Address 150 S. Palm Ave Rialto CA. 92376
Phone Number 949-981-0397
Email Address [email protected]
Contract Amount $609,162.00
Approved Change Orders $28,838.68
Start Date 6/10/2024
Type Of Work Traffic signal poles and complete infrastructure install new curb/ramps at two corners and striping.

Baker Job Number 24285
Project Name Arrow Blvd & Tokay Ave Traffic Signal Project Owner City of Fontana
Contractor City of Fontana
Address 8353 Sierra Ave Fontana CA. 92335
Contact Person Edgar Sanchez
Phone Number 909-350-6523
Email Address [email protected]
Contract Amount $1,237,500.35
Approved Change Orders $36,950.00
Start Date 8/5/2024
Type Of Work Traffic signal poles and complete infrastructure with street paving, curb, gutter, ramps and striping.

Baker Job Number 24602
Project Name Costco Vista
Owner Costco
Contractor Jones Covey Group Inc.

Contact Person Joshua Hannaman
Phone Number 661-447-5961
Email Address [email protected]
Contract Amount $304,700
Approved Change Orders
Start Date 9/1/2024
Type Of Work Traffic Signal and Lighting
Baker Job Number 24512
Project Name 11-430244 Rt 125 Slab Overlay
Owner Caltrans
Contractor Hazard Construction
Contact Person Paul Hutchins
Phone Number 858-518-6440
Email Address [email protected]
Contract Amount $2,262,299
Approved Change Orders
Start Date 4/1/2024
Type Of Work CMS, Camera System, FO System, Sign Illumination, Signal & Lighting, Ramp Metering, TMS, Docusign Envelope ID: 435BC255-2852-404A-B659-95B947933360 06/24/2025
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Baker Job Number 24540
Project Name Traffic Signal Inzstallaltion at Chestnut Ave and Elk Lane Owner City of Santa Ana
Contractor City of Santa Ana
Contact Person Miguel Martinez
Address 20 Civic Center Plaza - Santa Ana - CA 92703
Phone Number 714-647-5027
Email Address [email protected]
Contract Amount $691,334.96
Approved Change Orders
Start Date 5/8/2024
Type Of Work New Traffic Signal Intersection, Conduit Fiber Optics Baker Job Number 24724
Project Name Fiber Broadband
Owner City of El Cajon
Contractor Prime
Contact Person Raul Armenta
Phone Number 619-441-1665
Email Address [email protected]
Contract Amount $1,354,256
Approved Change Orders $285,352.23
Start Date 6/1/2024
Type Of Work Expansion of Broadband Network at nine city facilities, directional bore 9,000ft of conduit, 45,000ft of fiber Baker Job Number 24801
Project Name 753-North County ITS Phase V
Owner City of Palmdale
Contractor City of Palmdale
Address 38250 Sierra Highway - Palmdale CA 93550
Contact Person John Lee
Phone Number 661-267-5317
Email Address [email protected]
Contract Amount $6,410,906.39
Approved Change Orders
Start Date 4/22/2024
Type Of Work
New Intersection at 60th W and Ave N. New HDPE Conduitand Fiber from Tierra Subida and Rayburn to Elizabeth Lake Road and 25th St West and CCTV Surviellence at 3 Intersections Baker Job Number 24905
Project Name Metro Intersection (Hot Spots) Project
Owner City of Cerritos
Contractor Excel Paving Company
Contact Person David Drucker
Phone Number P.O. Box 16405 - Long Beach - CA 90806
Address 562-599-5841
Email Address [email protected]
Contract Amount $624,642.00
Approved Change Orders
Start Date
Type Of Work Traffic Signal Modification
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Traffic Signal Interconnect for Emeral Drive, Ponsettia Avenue and N. Melrose Drive Project (CIP No. 8294) Bid Schedule - Baker Electric Renewables, LLC
Line
Item Description
Quantit
y
Unit of
Measure Unit Cost Total
1 Mobilization & Demobilization (5% maximum of Total Base Bid) 1 LS $40,000.00 $40,000.00 2 Project Information Sign 6 EA $611.00 $3,666.00
3 Storm Water Pollution Prevention and Erosion Control 1 LS $10,571.00 $10,571.00 4 Traffic Control and Construction Staging 1 LS $30,601.00 $30,601.00 5 Utility Potholing 1 LS $121,747.00 $121,747.00
6 Record Drawing (“As-Built”) Plans (stipulated amount) 1 EA $1,500.00 $1,500.00 7 Furnish and Install 12 Strand Single Mode Fiber Optic Cable (SMFOC) 19446 LF $10.57 $205,544.22 8 Furnish and Install 6 Strand Single Mode Fiber Optic Cable (SMFOC) 208 LF $4.165 $866.32 9 Furnish and Install 24 Strand Single Mode Fiber Optic Cable (SMFOC) 7894 LF $8.40 $66,309.60 10 Furnish and Install 3" HDPE Conduit. 6930 LF $35.80 $248,094.00 11 Furnish and Install 2" Galvanized Steel Conduit 60 LF $52.00 $3,120.00 12 Furnish and Install Tracer Wire 6930 LF $3.62 $25,086.60 13 Furnish and Install #6 Pullbox with Extension 22 EA $1,619.13 $35,620.86 14 Furnish and install 45-degree (3") HDPE conduit bends in existing pullbox or vault 3 EA $131.12 $393.36 15 Locate existing city conduit, furnish and install a #6 Pull box with extension over the conduit, and including 45-degree bends for fiber optic cable 27 EA $1,240.10 $33,482.70 16 Furnish and Install Fiber Optic Communication Vault 12 EA $4,205.40 $50,464.80 17 Furnish and Install Strand Splice Enclosure 11 EA $1,051.00 $11,561.00 18 Furnish and Install Fiber Distribution Unit with 1U Rack Mount Housing with Splice 10 EA $1,779.00 $17,790.00 19 Connect to existing Switch with fiber ports and all cables/ connectors 10 EA $275.80 $2,758.00 20 Remove all radio equipment 6 EA $1,124.83 $6,748.98
21 Sidewalk / Concrete Repair 850 SF $48.80 $41,480.00
22 Fiber Field Splices 1 LS $7,251.94 $7,251.94
23 Fiber Testing, Documentation, and System and Acceptance Testing 1 LS $1,814.18 $1,814.18 Total $966,471.56
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EXHIBIT 3

Vista City CouncilJune 24, 2025

Vista City Council
June 24, 2025