DS2202.401-Addendum-No1-11-1-24.pdf

Project Name: Traffic Signal at Layton Lakes Blvd and Queen Creek Rd Page 1 Project No.: DS2202.401

CITY OF CHANDLER, ARIZONA

TRAFFIC SIGNAL AT LAYTON LAKES BOULEVARD AND QUEEN CREEK ROAD

Project No. DS2202.401

ADDENDUM NO. 1

Date: November 1, 2024

1. Bidder must acknowledge the receipt of this addendum on the Proposal

Acknowledgement page of the BID SUBMITTAL. This addendum, containing 5 pages, is hereby incorporated into the Construction Agreement by this reference.

2. Question: Currently the solicitation and bidding documents state the project must be completed within (120) consecutive calendar days from the Notice to Proceed. Can the City increase the Contract time to account for long lead materials. Currently traffic signal poles are being quoted 18 to 22 weeks after release of materials. This does not included time released to the material submittal process.

Response: The city is open to issuing a limited notice to proceed (NTP) to procure long-lead items. The contract duration will not commence until the official NTP is issued.

3. Question: The advertisement states that this project must be completed within 120 calendar days, however, the lead time on meter pedestals and signal poles will be well over that. Right now meter pedestals are taking up to 40 weeks after approved submittals and signal poles are 4 weeks to get shop drawings + 2 weeks for submittal approvals + 22-26 weeks for pole fabrication and delivery. The duration to receive materials is up to 280 calendar days and then the contractor needs 6-8 weeks to build the job. That 6-8 week duration does not include the time frame for SRP’s crews to heat up the meter pedestal. With all of that considered, will the City issue a delayed NTP after award to account for the material lead times?

Response: The city is open to issuing a limited notice to proceed (NTP) to procure long-lead items. The contract duration will not commence until the official NTP is issued.

4. Question: The current bid schedule shows Item 66 - SRP Design & Construction Cost (1) LS. There does not appear to be an item scope in the Technical Specifications or SRP plan sheets included in the project plans. Please clarify what is required for this item.

Response: The SRP plans have been attached to this addendum – See Exhibit A. (3 Pages)

Project Name: Traffic Signal at Layton Lakes Blvd and Queen Creek Rd Page 2 Project No.: DS2202.401

If you have any questions, please email Bid.Questions@chandleraz.gov.

Daniel Haskins, P.E.

CIP City Engineer Public Works & Utilities Dept. – Capital Projects

B B C C

A A

P1 P2

A

B

C

A

B

C

E-P-0208 500-279523 277/480V

E-PD-0211

600A GOS

1E-PD-0207

600A GOS

E-MH-0206

OCT

E-3-3"K

E-3-3"K

E-3-3"K

E-3-3"K

E-3-3"K

E-3-3"K

E-1-2.5"K

E-3-3"K

E-3-3"K

C-1-2.5"K 293'

2 C-P-0226

25-________-AØ

TRAFFIC SIG

TO

P

D -1

TO PD-0204

TO PD-0204

TO PD-0101

TO PD-0101

TO

P

-0

TO

P

D -0

TO P-0209

TO P-0209

C-1-2.5"K 5'

2A

EM (C

U

ST

AØ

AØ

AØ

AØ

L

E-P-0208 500-279523 277/480V

MFG: E-PD-0211

600A GOS

1E-PD-0207

600A GOS

E-N.O.

E-12A

C-12A

E-MH-0206

OCT

E-3-UA750K

E-3-UA750K

E-3-UA750K

E-3-UA750K

E-3-UA40K

E-3-UA40K

E-1-UA2K

E-3-UA750K

E-3-UA40K

C-1-UA2K

298'

2C-P-0226

25-________-AØ

TRAFFIC SIG

TO P-0209

TO P-0209

TO

P

D -1

TO PD-0204

TO PD-0204

TO

P

D -0

TO

P

-0

TO PD-0101

TO PD-0101

E-F.I.

E-F.I.

AØ

AØ

AØ

FIELD INSTALLATION STAMPVICINITY MAP

TYPICAL SRP ABBREVIATIONS

C = CONSTRUCT

R = REMOVE

T = TRANSFER

A = ABANDON

F/SW = FRONT OF SIDEWALK

B/SW = BACK OF SIDEWALK

F/C = FRONT OF CURB

B/C = BACK OF CURB

E/P = EDGE OF PAVEMENT

L/G = LIP OF GUTTER

R/W = RIGHT OF WAY

PROPOSED FUSING ENCLOSURE

(SHADED SYMBOL INDICATES EXISTING FACILITY)

GRAPHIC SYMBOLS

PROPOSED SINGLE-PHASE TRANSFORMER

3 PROPOSED THREE-PHASE TRANSFORMER

F

PROPOSED SWITCHING ENCLOSURES

PROPOSED 1 PHASE PULLING ENCLOSUREP

P3

PROPOSED 4/0 PRIMARY TAP ENCLOSURET3

PROPOSED CAPACITOR BANKC

F FOR MOST PRIMARY DEVICES OTHER THAN TRANSFORMERS,

NO BAR ABOVE THE LETTER INDICATES AN EXIST.FACILITY

NO BAR IN PAD INDICATES FACILITY IS EXISTING

BAR INDICATES FRONT OF DEVICE

A SHADED BAR INDICATES FACILITY IS EXISTING PROPOSED POLE AND RISER

PROPOSED STREET LIGHT

PROPOSED MANHOLE

PROPOSED PULL BOX

PROPOSED SPLICE POINT

E

C C-COMMUNICATION

E-ELECTRIC

W W-WATER

G G-GAS

SD SD-STORM DRAIN

S S-SEWER

E

E

"E" WITHOUT CIRCLE

INDICATES EXISTING TRENCH

"E" WITH CIRCLE INDICATES

PROPOSED TRENCH

PB

UNDERGROUND STREETLIGHT CONDUCTOR

UNDERGROUND SERVICE CONDUCTOR

UNDERGROUND SECONDARY CONDUCTOR

PROPOSED UNDERGROUND TRENCH/BORE

EXISTING UNDERGROUND TRENCH/BORE

INDICATES ABANDONMENT

CONDUITK

AA

ELECTRONIC MARKEREM

MATCH POINTS FOR MULTIPLE SHEETS OF DRAWING

PROPOSED 3 PHASE / FEEDER

PULLING ENCLOSURE

PROPOSED PRIVATE LIGHT

(STAKED BY CUSTOMER)

DOUBLE SLASH LINES

INDICATE REMOVAL

SERVICE ENTRANCE SECTION

(S.E.S.)

PROPOSED FLUSH-MOUNTED J-BOX

PROPOSED ABOVE-GROUND J-BOX

REV REVISED BY DATE REVISION DESCRIPTION

TAYAZZIE 07/05/2023 JOB CREATED

CONSTRUCTION CONSULTANT:

MOBILE:

STEVEN C. KELLY

(602) 501-6582

MOBILE:

PROJECT LEADER:

STEVEN D. RICE

(480) 221-3414

OFFICE:

DESIGN CONSULTANT:

MOBILE:

CONTACTS

(602) 236-

MICHAEL S. LARANCE

(602) 856-5506

INSPECTIONS:

OFFICE: 602-236-6300

COST CENTER

ROUTING CODE SHEET NUMBER OF

WAM WO

FIS JO

BILLING ACCT NO.

CONTACT

ADDRESS/LOCATION

JOBNAME

PHONE

NATURAL GAS

MAP 1/4 S T R

40/ACRE COORDS

WAM VERSION

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

R

DDY+8

30 11/16E - 7 15/16S

NE 18 2S 6E

(602) 906-1161

LAYTON LAKES BLVD W AND QUEEN CREEK RD TS

LAYTON LAKES BLVD W AND QUEEN CREEK RD

BECKY BRATCHER

YF-18-01

T3503492

22640 0301

FOR CUSTOMER REVIEW

NOT FOR CONSTRUCTION

THIS JOB ORDER WORKS

WITH OTHER JOBS.

NOTICE

O.H.#

SER.#

U.G..# U.G..# U.G..# U.G..# U.G..#

KEB-6479

N

NTS

SCHEMATICCONDUIT ONE LINE

COMMERCIAL PROJECT NOTES

SRP ELECTRIC SERVICE SPECIFICATIONS ARE AVAILABLE ON-LINE AT: HTTP://WWW.SRPNET.COM/ELECTRIC/BUSINESS/SPECS

1. CUSTOMER IS RESPONSIBLE FOR:

a. PROVIDING SRP VEHICLES WITH A MINIMUM 12' WIDE AND 20' HIGH PERMANENT TRUCK ACCESS TO ALL SRP EQUIPMENT, ANY SES OR EXTERIOR METER ROOM ENTRANCE. EACH SERVICE ENTRANCE PULL SECTION SHALL OPEN DIRECTLY TOWARDS THE EXTERIOR METER ROOM ENTRANCE. THIS PROVIDES EQUIPMENT ACCESS FOR CABLE INSTALLATION. WITH A MINIMUM WIDTH OF 12', MOVABLE SCREEN WALLS, PANELS, OR DOORS MAY BE USED AS AN ARCHITECTURAL FEATURE, PROVIDED THE ACCESS ROUTE COMPLIES TO SRP

b. ALL CONDUIT (PVC, DB120, RATED FOR 90 DEGREES C CABLE, ASTM F512 WITH ALL ELBOWS VEHICLE ACCESS REQUIREMENTS. BEING SCHEDULE 40 36" RADIUS), TRENCH, BACKFILL, COMPACTION, (UNLESS OTHERWISE SPECIFIED. ALL FILL BELOW AND AROUND ELECTRIC UTILITY FIXTURE FOUNDATION PADS SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY (AT OR NEAR OPTIMUM MOISTURE CONTENT) IN ACCORDANCE WITH ASTM D698. 1/2 CONTROLLED LOW STRENGTH MATERIAL BACKFILL MAY BE PLACED IN LEIU OF COMPACTED BACKFILL) AND MAINTENANCE OF TRENCH AND CONDUIT UNTIL WIRE IS PULLED. CONTACT SRP TO SCHEDULE A HOT ID

AFTER.

c. CUSTOMER IS SOLELY RESPONSIBLE FOR ALL CONDUIT INSTALLED ON THE JOB UNTIL SRP'S WIRE IS INSTALLED. SRP TAKES OWNERSHIP OF ALL CONDUITS AFTER WIRE IS INSTALLED. FOR JOBS THAT REQUIRE CONDUIT SPLICING INTO SRP EXISTING CONDUIT SYSTEMS; THE CUSTOMER WILL BE RESPONSIBLE FOR ANY REPAIRS AND/OR RE-DESIGN IN THE EVENT OF A CONDUIT FAILURE.

d. INSTALLATION OF 3 PHASE TRANSFORMER PAD(S), TEMPLATE(S) AND GROUND ROD(S). LOCATING AND EXPOSING EXISTING STUBBED

CONDUIT.

e. STAMPED AND REGISTERED PROPERTY PINS AND FINAL GRADE STAKES FOR PAD AND TRENCH LOCATIONS.

f. REVIEWING AND SIGNING OFF ON MATERIALS DELIVERED TO THE JOB SITE.

g. ALL SURFACE RESTORATIONS AND LANDSCAPE REPAIRS.

2. SRP'S POINT OF DELIVERY TO BE: SES JUNCTION BOX TRANSFORMER

3. SRP TO INSPECT THE FOLLOWING: TRENCHING, CONDUIT INSTALLATION, MANDREL (IF REQUIRED), EQUIPMENT PAD(S), COMPACTION AND SERVICE

ENTRANCE SECTION.

4. METERING PER EUSERC, SRP SPECIFICATIONS AND MUNICIPAL CODES. SUBMIT ONE ELECTRONIC COPY OF SHOP DRAWINGS FOR ALL PROPOSED 400AMP OR LARGER SERVICE ENTRANCE SECTION. DOUBLE RESIDENTIAL METER PEDESTALS, AND COMMERCIAL SAFETY SOCKET PEDESTALS TO COMMERCIAL NEW BUSINESS FOR APPROVAL PRIOR TO PURCHASE AND/OR MANUFACTURING. SUCH DRAWINGS SHALL INDICATE THE PROJECT AND CUSTOMER NAME, SRP JOB NUMBER, JOB ADDRESS, CONTRACTORS NAME AND PHONE NUMBERS. SUBMIT TO SHOPDRAW@SRPNET.COM

5. FOR THAT PORTION OF THE FACILITY LOCATED WITHIN PUBLIC UTILITY EASEMENTS, THIS SUBMITTAL IS MADE FOR NOTIFICATION PURPOSES ONLY.

X

30E

7S GERMANN RD.

31E

JOB SITE

E. QUEEN CREEK RD.

8S

S.

G

IL

BE

R T

R D

LI

N

D

SA

Y R

D

SURVEY AND PERMIT INFORMATION

SRP SURVEY TO STAKE FOR LOCATION, NO EASEMENT REQUIRED.

NO SURVEY REQUIRED.

SRP SURVEY TO STAKE FOR LOCATION AND TIE FOR EASEMENTS.

CUSTOMER CONTROL POINTS REQUIRED: YES NO

CUSTOMER'S SURVEY TO STAKE FOR LOCATION/CONSTRUCTION AND TIE FOR EASEMENTS.

CUSTOMER'S SURVEYOR MUST ATTEND PRE-CON MEETING.

3RD PARTY EASEMENT REQUIRED.

NO PERMIT REQ.

OTHER PERMIT NO.

PERMIT REQUIRED: CITY OF COUNTY

X X

X CHANDLER

SRP PROPRIETARY

ELECTRICAL

SPECIFICATIONS

LA

YT

O N

L

AK

ES

B

LV

D

EA

ST

ER

N

/R W

C D

C N

AL

N

NTS

EXHIBIT A

x x x x xx

G

G G G

W W

W W

T T

CATV

CATV

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

C L C L

CLCL

C L

PL

PL

PL

PL

P L

P L x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

FV

GV

HV1

1263.52 HV4

1267.50

HV5

1265.95

HV812

.40

HV9

1265.73

XS

1264.62 xxxxxx x x x x x x x

S S S S S S S S

S S

S

TS TS

TS

TSTS

TS

x x x x x x x xxxxx

G G

G G G G G G

IRR IRR IRR IRR IRR IRRIRR IRR

IRR IRR

IRR IRR IRR IRR IRR IRRIRR IRR IRR IRR IRR IRR

W W W W W W W W

W W W W W W W W W W W W W W W W

IRRIRRIRR

W W W W W W W W W W W W W W W W

W W W W W W W W

EAST QUEEN CREEK ROAD

SO

U

TH

L

AY

TO

N L

AK

ES

SO

U

TH

L

AY

TO

N

LA

KE

S

BO

U

LE

VA

R D

EDGE OF WATER LINE

W W

W

W W

W W

W W

S

T T T T

T T T

CATV CATV

CATV

CATV CATV CATV

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

TS

EAST LANTANA DRIVE

SO

U

TH

C

O

BB

LE

ST

O N

E D

R

IV

E

S

S

41.00' R/W

41.00' R/W

8.00'

PUE

8.00'

PUE

5.00'

65.00' R /W

71.00' R /W

8.00'

PU

E

E-P-0208 500-279523 277/480V

E-PD-0211

600A GOS

1E-PD-0207

600A GOS

E-CH265346

R-CH265345

T-CH273649

E-CH270812

E-CH270811

E-CH270813

E-CH273644

E-GI254924

E-MH-0206

OCT

2 C-P-0226

25-________-AØ

TRAFFIC SIG

K

P.O.D.

TO PD-0204

TO

P

D -0

TO

P

-0

TO P-0209

TO PD-0101

TO

P

D -1

TRACT F

R

/W

R /W

R

/W

R /W

YF-07-15

YF-18-02

YF-07-16

YF-18-01

TRACT H

4'x4'x4' WORK PIT

BY CUST.

3 100A 120/240V 1Ø-3W

7,917 AFC

2A

EM (C

U

ST

C-1-US10X-80' (SRP)

C-1-2.5"K-75' (CUST)

R-CH273649

R-1-UTX10LK80' (SRP)

A-1-2.5"K-75' (CUST)

A-1-2.5"K-12' (CUST)

C-1-UTX10LK-245 (SRP)

R-1-UTX10LK-250' (SRP)

E-1-2.5"K-240' (CUST)

Customer to stake new location of streetlight from city approved plans.

Customer to install jbox within 2' of light location.

Customer to remove and install streetlights

CONSTRUCTION CONSULTANT:

MOBILE:

STEVEN C. KELLY

(602) 501-6582

MOBILE:

PROJECT LEADER:

STEVEN D. RICE

(480) 221-3414

OFFICE:

DESIGN CONSULTANT:

MOBILE:

CONTACTS

(602) 236-

MICHAEL S. LARANCE

(602) 856-5506

INSPECTIONS:

OFFICE: 602-236-6300

COST CENTER

ROUTING CODE SHEET NUMBER OF

WAM WO

FIS JO

BILLING ACCT NO.

CONTACT

ADDRESS/LOCATION

JOBNAME

PHONE

NATURAL GAS

MAP 1/4 S T R

40/ACRE COORDS

WAM VERSION

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

R

DDY+8

30 11/16E - 7 15/16S

NE 18 2S 6E

(602) 906-1161

LAYTON LAKES BLVD W AND QUEEN CREEK RD TS

LAYTON LAKES BLVD W AND QUEEN CREEK RD

BECKY BRATCHER

YF-18-01

T3503492

22640 0302

SRP PROPRIETARY

N

SCALE:1" = 30'

MAINLINE

ELECTRICAL

SPECIFICATIONS

PAD LOCATION DETAIL @ PT. 2

N

NTS

P L

PL

PL

8.00'

PUE

2 C-P-0226

25-________-AØ

TRAFFIC SIG

3.5' X 3.5'

0.5'

17.5' S/W

SIDEWALK

FR

O

N T

S . L

A Y

T O

N L

A K

E S

B

LV

D

E. QUEEN CREEK RD.

B/C

SIDEWALK

CONDUIT AND MULE TAPE SPECS

1. CONDUIT WILL BE PVC DB120 RATED 90 C CABLE

MEETING THE REQUIREMENTS OF ASTM F512

2. CUSTOMER SHALL PROVIDE & INSTALL 2500 LB

TENSILE STRENGTH 5/8" PRE-LUBRICATED MULE

TAPE FOR ALL SERVICE CONDUITS

FOR CUSTOMER REVIEW

NOT FOR CONSTRUCTION

EASEMENTS

NOTE:

THIS JOB MAY INVOLVE ACQUIRING EASEMENTS FROM

MORE THAN ONE PROPERTY OWNER. SRP ADVISES NO

TRENCHING BE DONE UNTIL ALL SRP EASEMENTS HAVE

BEEN SECURED. SHOULD THE CUSTOMER TRENCH

PRIOR TO SRP EASEMENTS BEING SECURED, IT IS AT

THE CUSTOMER’S OWN RISK AND SRP DOES NOT

ASSUME ANY COST OR LIABILITY INVOLVED.

· CUSTOMER TO EXCAVATE AND EXPOSE EXISTING

CONDUIT UNLESS OTHERWISE NOTED.

· SRP TO PHASE ID CONDUIT.

· CUSTOMER TO SPLICE ALL CONDUIT UNLESS

OTHERWISE NOTED.

· CUSTOMER TO BACKFILL.

*SPLICE POINT NOTES:

CONSTRUCTION CONSULTANT:

MOBILE:

STEVEN C. KELLY

(602) 501-6582

MOBILE:

PROJECT LEADER:

STEVEN D. RICE

(480) 221-3414

OFFICE:

DESIGN CONSULTANT:

MOBILE:

CONTACTS

(602) 236-

MICHAEL S. LARANCE

(602) 856-5506

INSPECTIONS:

OFFICE: 602-236-6300

COST CENTER

ROUTING CODE SHEET NUMBER OF

WAM WO

FIS JO

BILLING ACCT NO.

CONTACT

ADDRESS/LOCATION

JOBNAME

PHONE

NATURAL GAS

MAP 1/4 S T R

40/ACRE COORDS

WAM VERSION

Contact Arizona 811 at least two full working days before you begin excavation

Call 811 or click Arizona811.com

R

DDY+8

30 11/16E - 7 15/16S

NE 18 2S 6E

(602) 906-1161

LAYTON LAKES BLVD W AND QUEEN CREEK RD TS

LAYTON LAKES BLVD W AND QUEEN CREEK RD

BECKY BRATCHER

YF-18-01

T3503492

22640 0303

SRP PROPRIETARY

ELECTRICAL

SPECIFICATIONS