17-1017_PALP INC., DBA EXCEL PAVING COMPANY_Addendum #6 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675
(949)493-1171
1814"811111 SERGIO FARIAS
(949)4931053 FAx • 16111111: 1961 KERRY K. FERGUSON
www.sanjuancapisirano.niK 1776 BRIAN L. MARYOTT
• • PAM PATTERSON,ESQ.
DEREK REEVE
ADDENDUM # SIX
Subject: Del Obispo Street Widening Project— Calle Aspero to Paseo De La Paz
CIP 16102
Please Note the following revisions:
Project Design Plans:
1. Use Curb Type A2-8 in lieu of Curb Type C1-8.
2. Sheet 18 of 34, Plan TS-1, has been revised. See attached.
3. Sheet 19 of 34, Plan W-1, note revision shown as addendum #6 (attached.)
Project Special Provisions:
1. Bid Item 57 - Traffic Signal Modifications: See revised Bid Item 57
Specifications (attached).
Revised Bid Schedule (Attached):
1. Bid Item # 6 - Earthwork/Slope Grading: Quantity is increased to 170 CY
2. Bid Item # 7 — Export: Quantity is increased to 2689 CY from 2034 CY
(see attached Cut-Fill Report).
3. Bid Item # 50 — Remove Existing Water Meter: Quantity is increased to 83
LF.
All other terms and conditions remain the same.
FOR THE CITY OF SAN JUAN CAPISTRANO
e � Z /
George Af arez, P.E. Dat
City Engineer
Q*
San Juan Capistrano: Preserving the Past to Enhance the Future
Prtnled on 100%recycled paper
CONDUCTOR AND CONDUIT SCHEDULE EXISTING PHASE DIAGRAM POLE SCHEDULE
AWG OR ( ) ( ) REFLECTORIZED
CONDUCTOR RUN Q STANDARD SIGNAL (N) LED SIGNAL HEAD AND MOUNTING PED PUSH BUTTON POLE LOC
STREET NAME SIGN REMARKS
CABLE 1 2 3 4 5 6 No. TYPE HEIGHT MA MA WATTS VEHICLE MA (N) PED TYPE PHASE QUAD. (RSNS) A I B C
12 CSC TRAFFIC & PEDESTRIAN SIGNAL 1 3 1 1 2 6 as 06 so 06 In
CSC PEDESTRIAN PUSH BUTTON - 1 - 1 2 4 EMERGENCY VEHICLE 02 ► 1O 24-4-;L OA (-100 SV-2-TA MAS(N) 30' (N) 35' (N) 15' (N) 250 (N) (N) (2 _ _ _ _ (N) VIA VERMEULEN • • 5.5' ®❑9 11 14
#10 LUMINAIRE 2 2 1 - 2 1 2 4 PREEMPTION DETECTOR ro 108
O b
#8 SIGNAL SERVICE 2 2 - - - 2 MODEL 721 o— g (N) (N) 30' (N) 20' (N) 15'* (N) 250 (N) (N) SP-1-T - 8 N (N) DEL OBISPO ST. • • 6.5' 11 14
01 - 2 - - - 2
PHASE :1 +::66PHASE 2 + 6 PHASE 8 0 17-3-100 SV-3-TA MAS-4C ❑❑
TYPE rpt - - 2 2 2 2 OC 19-3-70 30' 30' 15' (N) 250 SV-1-T MAS SP-1-T - 8 S (N) VIA VERMEULEN EX EX EX ® 11 14
DBC 08 - 2 - - 2 2 ASTRID MINI-BRACKET CONSTRUCTION ND 10' - - - - - SP-1-T - 2 W - EX EX EX
TOTAL DLC - 4 2 2 4 8 1.5" TO 0.75" MOUNT 1 REMOVE EXISTING TYPE 17-3-70 SIGNAL POLE 0
LUMINAIRE MAST ARM SIGNAL AND
EVP CABLE 1 2 - - - 3 REDUCER PEDESTRIAN INDICATION, AND FOUNDATION COMPLETELY. E 17-3-70 30' - 15' (N) 250 - - - - 2 W - EX EX EX
CONDUIT FILL 9 1 25 1 16 10 1 19 26 REMOVE EXISTING TYPE 1-A SIGNAL POLE SIGNAL AND PEDESTRIAN INDICATION AND 0
CONDUIT SIZE 1-3" 1-3" 1-2" 1-3" 1-3" 2-3" FOUNDATION COMPLETELY. OF 1-A 10' - - - TV-1-T - SP-1-T - - - - EX EX EX
ALL CONDUITS ARE EXISTING UNLESS OTHERWISE NOTED: (N) - NEW SIGNAL POLE REMOVE EXISTING TYPE 24-3-70 SIGNAL POLE, LUMINAIRE MAST ARM, SIGNAL AND
ALL CONDUCTORS SHALL BE NEW MAST ARM PEDESTRIAN INDICATION, AND FOUNDATION COMPLETELY. ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED: (N) = NEW
INSTALL SIGN PANEL ON SIGNAL MASTER ARM PER DETAIL U, CALTRANS STANDARD 0 = SEE PLAN FOR LOCATION
(ONE WAY/ONE OUTPUT) *PLAN ES-7N. = ROTATE LUMINAIRE MAST ARM 90° COUNTERCLOCKWISE
D ETA L 'A' 5 INSTALL NEW DLC CABLE TO CONTROLLER CABINET. 12 FURNISH AND INSTALL NEW TYPE 'P' TS2, TYPE 2 ALUMINUM CABINET ON EXISTING
EMERGENCY VEHICLE DETECTOR E_ INSTALL NEW LOOPS AS SHOWN. FOUNDATION. CABINET SHALL BE UNPAINTED ALUMINUM. INSTALL BATTARY BACK-UP
INSTALL NO. 5 PULL BOX. SYSTEM IN SEPARATE CABINET MOUNTED ON THE SOUTH SIDE OF THE CONTROLLER
8 — INSTALL CONDUIT, SIZE PER PLAN. CABINET. BBS DOOR SHALL BE HINGED ON THE LEFT.
FURNISH AND INSTALL SIGN PANEL(S) ON SIGNAL POLE, PANEL(S) PER PLAN. 13 FURNISH AND INSTALL SYSTEM CONTROLLER, ECONOLITE ARIES READY COBALT
10 REMOVE AND SALVAGE, TO THE CITY, EXISTING TYPE P CABINET, CONTROLLER AND SYSTEM CONTROLLER WITH DATA KEY AND ETHERNET PORT AND APPURTENANCES.
EQUIPMENT. 14 REMOVE EXISTING RSNS ON POLE C. FURNISH AND INSTALL NEW RSNS WITH C
11 FURNISH AND INSTALL GTT EVP OPTICOM MODEL 721 OPTICAL DETECTOR, PHASES AS MOUNTING BRACKET PER DETAIL E, CALTRANS STANDARD PLAN ES-7P. o-A
SHOWN. DETECTOR SHALL BE PARALLEL TO ROADWAY. CONTACT GTT EVP COMPANY BC PULL BOX IN EXISTING CONDUIT. ECR
REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. SUPPLY AND PP PROTECT IN PLACE (DESCRIPTION PER PLAN) A
INSTALL MODEL 138 DETECTOR CABLING. SEE DETAIL 'A' HEREON AND SPECIAL CC CONNECT NEW AND EXISTING CONDUIT.
PROVISIONS. RC TO BE REMOVED AND BECOME PROPERTY OF CONTRACTOR. \
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SER VIA VERMEULEN
ADDENDUM NO . 6
SEN GENERAL NOTES
Q) QQ�\`�v 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS, LATEST EDITION. CITY OF SAN JUAN CAP I S TRAN O
SN� 2. POLE LOCATIONS SHOWN HEREON ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE PUBLIC WORKS AND UTILITIES DEPARTMENT
ENGINEER.
DEL OBISPO WIDENING
3. NO SPLICING WILL BE ALLOWED IN ANY PULL BOXES FOR THE SIGNAL CABLES FROM THE CONTROLLER TO EACH POLE. THE CABLE SHALL
�n FEED DIRECTLY FROM ONE CONDUIT TO THE NEXT WITHOUT ANY EXTRA CABLE COILED IN PULL BOX, EXCEPT WHERE PULL BOX IS NEXT TO
Q THE CONTROLLER, WHERE A MINIMUM OF 3 FEET OF SLACK SHALL BE PROVIDED. TRAFFIC SIGNAL MODIFICATION PLA N
4. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION.
0 5. ALL SIGNAL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE SIGNAL PHASE DIAGRAM. DEL OBISPO STREET
0 6. X-XO(XX) INDICATES LOOP ASSIGNMENT AND DETECTOR INPUT IN THE CONTROLLER CABINET. EACH LOOP ASSIGNMENT SHALL HAVE A
� SEPARATE LEAD-IN CABLE TO THE CONTROLLER. z AT VIA VERMEULEN
7. ALL PULL BOXES SHALL BE NO. 6, UNLESS OTHERWISE NOTED.
0 O PLANS PREPARED BY:
8. ALL NEW CONDUITS SHALL BE USED UNLESS OTHERWISE NOTED AND NEW CONDUCTORS SHALL BE USED THROUGHOUT. TEMPORARY '� �I 2121 ALTON PARKWAY, SUITE 200
OVERHEAD WIRING WILL BE REQUIRED AND SHALL BE INCLUDED IN THE LUMP SUM PRICE BID. w IRVINE, CA 92606
0 9. ALL LOOPS SHALL BE TYPE E DETECTORS (6' DIAMETER), UNLESS OTHERWISE NOTED. 20 10 0 20 40 ca PHONE (949) 863-0588
10. LOOPS SHALL BE CENTERED IN THE LANE AND FRONT LOOPS SHALL BE PLACED 1' IN FRONT OF THE CROSSWALK OR LIMIT LINE. UNLESS
OTHERWISE NOTED. SCALE IN FEET W ENGINEERING FAX (949) 863-0589
CL 75
e�FOoE yoG Under 11. ALL CONDUITS SHALL BE 2", UNLESS OTHERWISE NOTED. 1 = 20
ground 12. ALL NEW CONDUITS SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE APPROVED BY THE ENGINEER. Consulting Civil Engineers Land Surveyors
C ° Service Alert �pFESS/
U� of southern California 13. NEW SIGNING SHALL CONFORM TO THE CALIFORNIA MUTCD FOR STREET AND HIGHWAYS, LATEST EDITION. Q 0� 36943 06�27�2017
14. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF THE JOB SITE. HAND DIG TO DETERMINE EXACT UTILITY LOCATIONS AND DEPTH AS 6 NA
ui,l( Call: TOLL FREE REQUIRED UNTIL CLEAR OF OBSTRUCTIONS. CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 (48) HOURS PRIOR TO ANY �PZ9�p� �� Shahab M—Mm- P.E. RCE# DateU� co N
1-800-227-2600 EXCAVATION. NO.36943 m m DRAWN BY: DESIGNED BY: APPROVED BY: PLAN O
0 * EXP.06/30/18 C C TS-1
or 811 15. - INDICATES MODIFIED TYPE D LOOP PER CALTRANS STD PLAN ES-5B.
�y C/V I\' �� z CHECKED BY: CHECKED BY: SHEET
U TWO WORKING DAYS BEFORE YOU UIG16. ALL EXISTING SIGNAL EQUIPMENT TO BE REUSED SHALL BE REPAINTED. rFOF cA��F� z SN SN GEORGE ALVAREZ—RCE 25161—EXP. 12/31/17 DATE 18oF34
CITY ENGINEER
8/18/2017 7: 00 AM
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WATER STANDARD NOTES: WATER CONSTRUCTION NOTES:
PP PROTECT IN PLACE. DESCRIPTION PER PLAN.
1. THE WATER SYSTEM IS TO BE INSTALLED BY THE APPLICANT. ALL WATER SYSTEM WORK SHALL CONFORM TO THE CITY'S 90 SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE MATERIAL
'STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER AND NON-DOMESTIC WATER IRRIGATION - - _ EX R/W I� AND NATIVE.
FACILITIES," AS LAST REVISED. - - - - EX R/W I 91 CONSTRUCT 2" WATER SERVICE AND METER PER CITY OF SAN
JUAN CAPISTRANO STD PLAN W-2.
2. THE CITY'S WATER CONSTRUCTION INSPECTOR (MIKE SMITH) SHALL BE CALLED FOR INSPECTION TWO WORKING DAYS BEFORE NEW R/W II 92 91 CONSTRUCT AC PAVEMENT REPLACEMENT PER SPPWC STD PLAN
START OF WORK AT (949) 487-4311. �I �NO. 133-3.
3. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD � � ���
ON THE JOB SITE 24 HOURS PRIOR TO START OF WORK. o - - 93 REMOVE EXISTING WATER METER BOX AND ABANDON EXISTING
- _ WATER SERVICE AT THE CORPORATION STOP AT WATER MAINLINE.
4. THE WATER SYSTEM IS TO BE INSTALLED AFTER CURB AND GUTTER IS PLACED, OR STAKED BY THE APPLICANT'S SURVEYOR ---- - 94 CUT AND CAP EXISTING WATERLINE, ABANDON IN PLACE AND
-------- ---
AT A MINIMUM 50-FOOT STATIONING, IF NOT WITHIN A ROADWAY. --
- - REMOVE FIRE HYDRANT, VALVE, WATER METER AND BOX.
5. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED NEW R/W - _ ______________ EXISTING WATER METER AND BOX TO BE RETURNED TO CITY
AT THE PROPER LOCATION, AT NO COST TO THE CITY. __a -cats --��_F---- W UTILITY INSPECTOR.
6. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE __
- --`F - CONSTRUCT FIRE HYDRANT SERVICE PER CITY OF SAN JUAN
STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-9. '--� --- -F -- CAPISTRANO STD PLAN W-6.
7. THE CLEARANCES FROM THE TOP OF THE PIPE AND THE FINISHED STREET SURFACE SHALL HAVE A MINIMUM AS FOLLOWS - - - Q a a -- 96 REMOVE EXISTING 2" WATER SERVICE ONLY.
UNLESS OTHERWISE NOTED ON THE APPROVED PLANS: a 4 -_ I 97 CONSTRUCT 2" WATER SERVICE AND METER PER CITY OF SAN
WATER MAIN SIZE SURFACE STREETS STATE HIGHWAY - JUAN CAPISTRANO STD PLAN W-2 AND JOIN EXISTING WATER
6 INCHES & SMALLER 36 INCHES 48 INCHES I METER.
8 INCHES 42 INCHES 48 INCHES _ _ sd � � `' 98 FURNISH AND INSTALL FITTING PER PLAN.
I gg CONSTRUCT 1" WATER SERVICE WITH 5/8" METER PER CITY OF
12 INCHES 48 INCHES 54 INCHES
16 INCHES 54 INCHES 60 INCHES III _ - - = --- -- SAN JUAN CAPISTRANO STD PLAN W-1.
6 9 �� - 100 BORE 1 COPPER PIPE INTO EXISTING WATER LINE PER CITY OF
ALL WATER MAINS GREATER THAN 16 INCHES SHALL BE DECIDED ON A CASE BY CASE BASIS. PIPE SHALL BE BEDDED AND I I 9092 - SAN JUAN CAPISTRANO WATER DEPARTMENT SPECIFICATIONS.
o BACKFILLED PER CITY STANDARD W-8. EX 3'X8' P 101 REMOVE GATE VALVE AND INSTALL BLIND FLANGE AND THRUST
o RCB SD RECORD EX CATV BLOCK PER CITY OF SAN JUAN CAPISTRANO STD PLAN W-14.
8. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4 INCHES ABOVE THE CONCRETE PAD OR SIDEWALK. - ---- __ __ _ ______ & ELEC P II - _ = 102 ABANDON IN PLACE, CAP ENDS AND FILL WITH BLOWN SAND.
III - EX 6" G I 103 ABANDON IN PLACE AND CAP ENDS.
9. ALL WATER MAINS 4" THROUGH 12" SHALL BE PRESSURE CLASS 305, PVC (C900-07) AND FOR 14" AND LARGER SHALL BE 90 92
DR 18, PVC (C905-97) UNLESS OTHERWISE NOTED. P / 104 CUT 10" TEE INTO EXISTING WATERLINE AND INSTALL 2-10" GATE
n 10. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING CITY WATER MAINS PRIOR TO CONDUCTING AN APPROVED 1.50 I - / VALVES AND 1-6 GATE VALVE PER DETAIL A, SHEET NO. 20.
-�{ ` I
LO o RECORD PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN I I 91 -
IN THE FIELD IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO TAPPING THE MAIN LINE. TAPPING 10
EX X1:59-
I-, APPROVED MANNER, I
__ _r
OF THE MAIN LINE SHALL NOT PROCEED UNLESS A CITY WATER CONSTRUCTION INSPECTOR IS PRESENT. I / " W I
Q) 11. WHERE METERS AND WATER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE LOCATED THAT THE CONST P II
U METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED STREET SURFACE. A RETAINING - - I I
WALL MAY BE REQUIRED AROUND THE METER BOX. 10
12. THE APPLICANT SHALL FURNISH AND INSTALL THE SERVICE CONNECTIONS BETWEEN WATER MAINS AND METER AND FURNISH - 3:U0 1 n CONST I I 91
/ INSTALL METER BOXES.
° 13. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. 21+15.25 (ST STA) 10" EX 10" W
/ 14. INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY THE PLUMBING CODES OF THE CITY HAVING JURISDICTION IF -
--I --3.00 ADDENDUM N 0 . 6
STATIC PRESSURE REACHED 80 PSI OR MORE. - ' "w I Q
15. ALL 5/8" THROUGH 2" METERS AND CUSTOMER SERVICE VALVES WILL BE FURNISHED AND INSTALLED BY THE CITY37+54.00 (ST STA) T a CITY O F SAN JUAN CAPISTRANO
FOLLOWING RECEIPT OF APPLICATION AND DEPOSIT. THE CONTRACTOR SHALL EXPOSE ALL ANGLE METER STOPS AND EX 6 G P 91
PROPERLY LOCATE THE METER BOXES TO GRADE PRIOR TO REQUESTING INSTALLATION OF THE METERS AND CUSTOMER 3A0 PUBLIC WORKS AND UTILITIES DEPARTMENT
SERVICE VALVES BY THE CITY. - 16"W
a 16. ANY CITY WATER USED SHALL BE METERED WITH A CONSTRUCTION METER OBTAINED FROM THE CITY, THE USE OF JUMPERS DEL OBISPO W
IS ALLOWED BY PERMIT ONLY. METERS MUST BE INSTALLED PRIOR TO OCCUPANCY OF A DWELLING. __16"w FOR STREET »
0 17. AN ENCROACHMENT PERMIT FROM THE CITY HAVING JURISDICTION IS REQUIRED PRIOR TO ANY WORK WITHIN PUBLIC - IMPROVEMENTS IN THIS EX 16" W P EX 16 AREA, SEE SHEET NO. 5 W WATER IMPROVEMENT PLA N
RIGHT-OF-WAY OR EASEMENT. P FOR STREET
18. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED _ _ _ IMPROVEMENTS IN THIS I
BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF SAN JUAN CAPISTRANO DOES - - - - - - AREA, SEE SHEET NO. 8 DEL 0 B I S P 0 STREET
a NOT GUARANTEE THE ACCURACY, COMPLETENESS, LOCATION, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY PIPE -- I
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY _ I z PASEO DE LE PAZ TO CALLE ASPERO
MEANS NECESSARY TO PROTECT THOSE UTILITY LINES SHOWN AND NOT SHOWN ON THESE PLANS. 7 _ -+
- 2 PLANS PREPARED BY:
- F
� 19. ALL BELOW GRADE BOLTS AND NUTS SHALL BE STAINLESS STEEL 316 WITH FLUOROPOLYMER (TRIPAC 2000 OR EQUAL "' - _ a 0 2121 ALTON PARKWAY, SUITE 200
COATED NUTS). U� CC
IRVINE, CA 92606
i 20. A BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE INSTALLED FOR ALL COMMERCIAL DOMESTIC WATER AND IRRIGATION q H
METERS. INSTALLATION OF A BACKFLOW PREVENTION DEVICE FOR A RESIDENTIAL WATER METER WILL BE REVIEWED AND PHONE (949) 863-0588
0 DETERMINED ON A CASE BY CASE BASIS.
21. ONLY BACKFLOW PREVENTION ASSEMBLIES ON THE APPROVED LIST OF USC FOUNDATION FOR CROSS-CONNECTION CONTROL ST STA 21 + 15.25 LOCATION 2 ST STA 37+54.00 LOCATION W E N G I N E E R I N G FAX (949) 863-0589
WILL BE ACCEPTABLE. Qi
22. CONTRACTOR SHALL OBTAIN WATER SERVICE APPLICATION FORM THE CITY UTILITIES TO COMPLETE AND SUBMIT TO THE CITY - SCALE: 1 "=10' - SCALE: 1 "=10' Consulting Civil Eng i n e e r s Land Surveyors
UTILITIES DEPARTMENT FOR PROCESS TO SET UP AN ACCOUNT FOR THE BACKFLOW PREVENTION DEVICE IN TO THE CITY •
BACKFLOW PROGRAM AND CUSTOMER SERVICE SYSTEM. oQ�pFESS/p� 36943 06/27/2017
23. LOCATION OF A REQUIRED BACKFLOW PREVENTION ASSEMBLY SHALL BE INSPECTED AND APPROVED BY THE UTILITIES WATER `�• P8 NAZ •
E q �� Shahab Naza P.E. RCE# Date N
QUALITY-CROSS CONNECTION CONTROL SPECIALIST PRIOR TO INSTALLATION OF THE DEVICE. BACKFLOW SHALL BE TESTED 'nom �,
U BY AN ORANGE COUNTY CERTIFIED TESTER AND A COPY OF CERTIFIED TEST RESULT SHALL BE SUBMITTED TO THE UTILITIES `O NO. `� Z
WATER QUALITY DIVISION PRIOR TO APPROVAL OF CERTIFICATE OF OCCUPANCY OR AT THE START OF WATER USAGE c� R, DRAWN BY: DESIGNED BY: APPROVED BY: PLAN
o � EXP.06130/18 _<0 0
WHICHEVER COMES FIRST. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL CONTACT UTILITIES AT 949-234-4415 * JC JC W-1
U FOR INSPECTION AND REQUIREMENTS PER CITY ORDINANCE NO. 895 -BACKFLOW AND CROSS-CONNECTIONS (TITLE 6). q� CIV��' �� z CHECKED BY: CHECKED BY: SHEET a
F�F CAO oSN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE OF 34 U
z CITY ENGINEER
8/16/2017 3: 14 PM
Bid Item 57: TRAFFIC SIGNAL MODIFICATION
This work shall include all necessary trenching, furnishing and installing of all required conduits,
pavement restoration as directed by the Engineer and furnishing and installing of the traffic
signal improvements as shown on the plans, complete and operational. The traffic signal
installation shall conform to Section 86 "Electrical Systems" of the State of California,
Department of Transportation Standard Specifications, Latest Edition, and these special
provisions.
§86-1.01 SUMMARY
The first paragraph of§86-1.01 shall be replaced with the following paragraphs:
This work consists of installation of a new traffic signal and intersection lighting, conduit, and
pullboxes; installation of new traffic signal controller, signal cabinet; installation of new EVP (2)
detectors, permanent modification of existing striping, markings, curb painting, reflective and
raised pavement markers, roadside signage, and concrete modifications at the intersection of:
Del Obispo Street and Via Vermuelen
§86-1.03 SCHEDULE OF VALUES
§86-1.03A Work Reports
The subsection titled "Work Reports", §86-1.03A shall be added to §86-1.03, "Schedule of
Values", of the State Standard Specifications and these Special Provisions:
Contractor shall submit work reports to the Department of Public Works, attention the City
Engineer or its representative, on forms approved by the City. Work reports shall be
submitted with invoices.
A. Content of Work Reports -work reports shall minimally include the following:
1. Labor -The report shall show names of workers, classification or licensing of workers, and
hours worked.
2. Equipment -The report shall indicate the type and model of equipment used, as appropriate.
3. Description of the Work Performed -The report shall list type of work completed, quantities
and location where work was completed.
§86-1.04 EQUIPMENT LIST AND DRAWINGS.
The following paragraphs shall be added to §86-1.04:
Materials lists, manufacturer's data, equipment brochures and operations manuals, technical
data, controller cabinet wiring diagram, and all other related equipment information, shall be
labeled and identified, and shall be submitted to the Engineer in a three-ring binder. The
controller cabinet supplier shall furnish two maintenance manuals and two operations manuals
for the controller assembly unit, auxiliary equipment, vehicle detector sensor units, control units
and amplifiers which are to be supplied as a part of the contract. The maintenance manuals and
operation manuals may be combined into one manual. The maintenance manuals or combined
maintenance and operations manuals shall be submitted at the time the equipment is delivered
for testing or, if ordered by the Engineer, prior to purchase. The maintenance manual shall
include, but need not be limited to, the following items:
SP 14 of SP31
1. Specifications
2. Design Characteristics
3. General Operation Theory
4. Function of All Controls
5. Trouble Shooting Procedure (Diagnostic Routine)
6. Block Circuit Diagram
7. Geographical Layout of Components
8. Schematic Diagrams
9. List of Replaceable Parts with Stock Numbers
The CONTRACTOR shall retain one copy of all approved material lists and samples at the job
site, readily accessible for inspection by the Engineer. Said materials lists and samples shall be
the basis for approval or rejection of work. The CONTRACTOR shall retain one copy of the
CSS, CSP, these Special Provisions, and the Plans at the job site at all times that work on
the project is being prosecuted.
§86-1.05 CERTIFICATE OF COMPLIANCE
§86-1.05 shall be deleted and the Contractor is directed to the Maintenance and Guarantee
provisions, contained elsewhere in these special provisions.
§86-1.07 SCHEDULING OF WORK
The following paragraphs and sections shall be added to §86-1.07:
The Contractor is directed to the Schedule of Work provisions, contained elsewhere in these
provisions and to the paragraphs below:
The Contractor shall initiate traffic signal equipment acquisition within one (1) week of execution
of the contract by placing orders for all necessary equipment and supplies which cannot be
manufactured and delivered to the Contractor's possession within 28 calendar days. Written
proof of equipment order(s) by the Contractor shall be provided to the Engineer within 2 weeks
of execution of the contract.
The Contractor shall start construction activity at a reasonable length of time prior to delivery of
equipment and following receipt of written notice to proceed. This will permit excavations,
installation of conduits, pull boxes and foundations in a most expedient manner, and minimize
the disruption and inconvenience of an extended construction schedule. Construction, once
started, shall be pursued until completion.
No materials or equipment shall be stored at the job site until the Agency issues a Notice to
Proceed. The job site(s) shall be maintained in a safe, neat, and orderly condition at all times.
The Engineer shall be notified a minimum of five working days in advance of beginning of
modifications to channelization, signing, traffic signal and lighting systems.
All permanent striping, pavement markings, and signing shall be in place prior to the beginning
of the Functional Test Period for the new traffic signal system. The Contractor shall complete all
sandblasting, striping, pavement markings, and signing installations and modifications shown on
the plans.
SP 15 of SP31
§86-2 MATERIALS AND INSTALLATION
§86-2.01 EXCAVATING AND BACKFILLING
The following paragraph shall be added to §86-2.01:
All excavated material shall be removed from the site and backfilled with compacted crushed
aggregate base material topped with temporary asphalt concrete on the same working day as
removed. A temporary alternative to backfilling, with permission of the Engineer, shall be the
placement of non-skid steel plates with temporary asphalt concrete ramping at edges of the
steel plates. Such plating shall not be allowed for more than five (5) working days, after which
backfill shall be required.
The second and third sentences of the second paragraph of §86-2.01 shall be deleted and
replaced with the following sentence:
All backfill shall be compacted to 95% relative compaction unless shown otherwise on the plans.
§86-2.03 FOUNDATIONS
§86-2.03A General
The first paragraph of§86-2.03A shall be deleted and replaced with the following sentences:
Portland Cement Concrete (PCC) shall be Class 560-C-3250 concrete prepared in accordance
with the Standard Specifications for Public Works Construction, latest edition. Placement of
concrete shall conform to the provisions in §51, "Concrete Structures":
The following paragraphs shall be added to §86-2.03A:
All material removed for pole foundations shall become the property of the Contractor and shall
be disposed of outside the site of work by and at the expense of the Contractor.
Foundation concrete shall be vibrated to eliminate air pockets.
A diligent effort has been made to locate all existing underground utilities that could conflict with
the excavation for Cast-In-Drilled-Hole (CIDH) foundations. It is believed that the locations
shown on the plans are conflict-free. The Contractor shall obtain mark-outs and pothole any
utilities in close proximity to the foundation locations to insure that no conflicts exist. If it
is found that existing utilities are in conflict, the Engineer will adjust the foundation locations
accordingly. Contractor shall allow at least two (2) full working days for the Engineer to
determine a suitable new location.
All costs for potholing, adjusting locations, coordinating with utility companies to insure that their
structures are not threatened and any hand-digging required to install CIDH foundations shall be
included in the Lump Sum Price for "Traffic Signal Installation" and no additional compensation
will be made therefore.
The foundations shown on the plan shall be extended if conditions require additional depth.
Such additional work, if ordered by the ENGINEER shall be considered as included in the lump
sum contract bid price.
Contractor shall define exact location of all utilities in the vicinity of the new foundations,
by hand digging if necessary. After all utilities are established, Contractor shall contact
the Engineer for authorization of specific foundation location. Foundations shall be
hand-dug until clear of obstructions.
Foundations for traffic signal and luminaire mast arm poles shall be constructed to ensure that
the traffic signal or luminaire mast arm is perpendicular (with a tolerance of 2° from
perpendicular) to the adjacent tangent curb face or to the alignment as shown on the plans.
SP 16 of SP31
Foundations that do not provide the proper alignment of the traffic signal or luminaire mast arm
(as specified above) shall be completely removed and reconstructed at the Contractor's
expense.
The Contractor is strongly encouraged to verify the proper alignment of the traffic signal
pole or electrolier foundation anchor bolts prior to placement of Portland cement
concrete.
§86-2.05 CONDUIT
The following paragraphs shall be added to §86-2.05:
All new conduit shall be Schedule 80 Polyvinyl Chloride (PVC) unless shown otherwise on the
plans.
After conductors have been installed, the ends of conduit termination in pull boxes and
controller cabinets shall be sealed with an Agency-approved type of sealing compound.
§86-2.058 Use
The following shall replace the third numbered item of the third paragraph of§86-2.05B:
All new conduits installed between signal standard and adjacent pull boxes shall be two and a
half-inch (64 mm) nominal diameter, unless shown otherwise on the plans.
§86-2.05C Installation
The following shall be added to the beginning of the eighteenth paragraph of§86-2.05C:
Conduit installation by "Trenching in Pavement Method" shall not be allowed within the traveled
way of any public street without prior written authorization by the Engineer. Authorization for
trenching within the traveled way of a public street may be granted by the Engineer if three
unsuccessful attempts to jack or bore the conduit have been made or existing underground
utility installations preclude the safe installation of conduit by boring or jacking methods.
§86-2.06 Pull Boxes
The following paragraphs shall be added to §86-2.06:
All new pull boxes shall be Number 6 unless shown otherwise shown on the plans. All new
Number 5 and Number 6 pull boxes shall be plastic lined and equipped with fibrelyte lids. No
new pull boxes shall be installed in or within one foot of any curb access ramp.
CSP ES-8, Note 3(c) shall not apply.
§86-2.09 Wiring
The following paragraphs shall be added to §86-2.09: Ungrounded traffic signal conductors shall
not be spliced.
§86-2.09D Splicing and Terminations
The first paragraph of§86-2.09D, "Splicing" shall be deleted and replaced with the following:
Conductors shall be run continuous from terminal block to terminal block, except that multiple
lighting circuit conductors may be spliced and soldered in pull boxes. Conductors No. 8 AWG or
larger shall be spliced by the use of"C" shaped compression connectors and soldering.
§86-2.09E Splice Installation
The first paragraph of§86-2.09E shall be replaced with:
"Method B" as shown on CSP ES-13A shall be used to insulate splices. Heat shrink tubing shall
SP 17 of SP31
not be allowed.
§86-2.10 Bonding and Grounding
Bonding and grounding shall be in accordance with Section §86-2.10 of the State Standard
Specifications and these Special Provisions.
The following paragraph shall be added to §86-2.10:
Grounding jumper shall be attached by a 3/16-inch, or larger, brass bolt in the signal standard or
controller pedestal and shall be run to the conduit, ground rod, or bonding wire in adjacent pull
box.
§86-2.14 TESTING
Testing shall conform to the provisions in Sections 86-2.14B and 86-2.14C, "Field Testing," and
"Functional Testing", respectively, of the Caltrans Standard Specifications and these Technical
Provisions.
Econolite shall submit the wiring schematic of the controller cabinet assembly for approval once
design is completed (before assembly)to the City Engineer.
The contractor is responsible for having the new cabinet assembly tested at the Econolite testing
facility in Anaheim, CA. The testing facility shall contact City Engineer or its representative when
the testing of the controller assembly is complete and available for inspection. After completion of
approved testing, Econolite shall notify the City that the equipment is available for pickup.
Approximately 21 calendar days will be required for testing and notification of the final results.
In addition to the five days of continuous satisfactory operation, called for in Section 86-2.14C,
"Functional Testing," of the CALTRANS Standard Specifications, five more days of satisfactory
operation will be required after the signal system is connected and satisfactorily functioning with
the City's Master System Controller.
The City's contractor will be responsible for the transportation (pickup and delivery) of the
tested/approved signal cabinet assembly.
The Contractor shall arrange to have a field representative from the City, a City signal
technician, a knowledgeable technician and employee of the manufacturer of the traffic
signal controller/cabinet assembly and BBS present at the time of the traffic signal turn-
on. The representatives shall be fully-qualified to work on their respective traffic signal
equipment. The manufacturer's representatives and City staff shall be notified at least
(7) working days prior to intersection turn-on.
§86-3 CONTROLLER ASSEMBLIES
Solid-state traffic actuated controller units, cabinets and auxiliary equipment shall conform to the
provisions in Section 86-3 "Controller Assemblies" of the CALTRANS Specifications, these
Technical Provisions and NEMA TS-2 standards.
Complete controller cabinet assembly, including controller, completely wired cabinet and
appurtenances shall be supplied by the contractor as follows:
SP 18 of SP31
City of San Juan Capistrano Type `P' Cabinet Specification:
Econolite Cobalt ATC TS2 Type 2 System Controller Unit with Ethernet port, data key, and
appurtenances in a Type P cabinet. The signal cabinet shall include miscellaneous items as
necessary to produce a fully-operational system in accordance with the plans, technical
provisions, Caltrans Standard Plans and Standard Specifications.
Power distribution panel, inside auxiliary control panel, police panel and all detector termination
panels shall be hard wired. No "Plug and Go" connections are allowed.
CABINET ASSEMBLY
Contractor shall furnish a new Type "P" cabinet assembly as indicated on the plan that includes
the following items:
1. One (1) - fully wired (8) phase NEMA TS2 Type 2 "P" unpainted aluminum cabinet, as
indicated on the plan.
2. One (1) - Econolite Cobalt ATC TS2 Aries-ready system Controller Unit with data key
and ethernet port.
3. One (1) - Type 16 Malfunction Management Unit with LCD display
(programmed for intersection).
4. One (1) - eight (8) position detector rack with sixteen (16) channels of detection, and
one (1) bus interface unit. One (1) EVP 2-channel card slot only positions are to be
provided in detector rack as required.
5. One (1) twelve (12) position horizontal load bay.
6. One (1) - controller cabinet power supply.
7. Three (3) battery back-up system alarm inputs: on battery, flash (programmable
percentage battery power remaining), and timer. Myers BBS system, including (4)
batteries, to be installed inside cabinet with inverter shelf-mounted for straight-on
horizontal viewing of the LCD screen.
8. An "On Battery" factory installed high impact red light option shall be installed on top
of the signal cabinet, and be a minimum of 2.5 inches in diameter. The "On Battery"
LED shall operate from the DC voltage of the BBS to notify that the BBS is on battery
power without opening the door. The light will be wired to and controlled by the BBS
power module.
9. A factory-installed flush mount generator compartment with neoprene gaskets for
weatherproofing shall be installed on the signal cabinet. The generator compartment
shall include a locking 30 AMP plug, L5-30P, for connecting of a portable AC
generator. A manual transfer switch shall be mounted within the signal cabinet to
allow for transferring from utility power to generator power. The generator door will
provide a cable slot to allow for closing of the door when the generator is plugged in
and to lock the cable inside of the compartment. The door shall include a Corbin
Type 2 lock.
All auxiliary equipment installed in controller cabinet to completely operate a 8-phase traffic
signalized intersection. Prior to fabrication of the cabinet, a review of the completed cabinet
take-off shall be conducted by the city representative.
SPECIFICATIONS AND STANDARDS FOR THE CABINET ASSEMBLY:
National electrical manufacturers association, traffic control systems, NEMA standards
SP 19 of SP31
publication: TS2 - latest release.
WARRANTY STATEMENT:
Terms of controller cabinet warranty:
WARRANTY COVERAGE:
The supplier of equipment shall warranty their product to be free from defect in design and
operation and that it meets all the requirements of this specification and those incorporated in
this document.
LENGTH OF WARRANTY:
The warranty term on a wired signal cabinet shall be a (1) year minimum from date of shipment
including the bus interface units and cabinet power supply. Equipment such as the controller
and malfunction management unit (MMU) shall have a (5) year minimum warranty.
CABINET CONSTRUCTION:
A complete NEMA TS2 Type 2 "P" cabinet shall be supplied, and shall meet, as a minimum, all
applicable sections of the NEMA standard publication. Where differences occur, this
specification shall govern. The cabinet shall meet the following criteria:
1. Material shall be aluminum sheet, 5052-H32, with a minimum thickness of 0.125-inch.
2. The cabinet exterior shall be unpainted (raw finish).
3. The door hinge shall be of the continuous type with a stainless steel hinge pin.
4. The door handle shall be aluminum.
5. All seams shall be sealed with RTV sealant or equivalent material on the interior of the
cabinet. All seams shall be continuous weld.
6. Cabinet lock shall be of the Corbin No. 2 Type.
7. A roll out computer table shall be mounted at a location designated by the City
Representative.
8. The cabinet shall have four (4) sets of cabinet wiring diagrams.
9. The cabinet shall have one (1) set of equipment manuals (Controller, MMU, etc.).
NOTE: NO PLUG-N-GO EQUIPMENT SHALL BE ALLOWED FOR POWER DISTRIBUTION
PANEL, INSIDE AUXILIARY CONTROL PANEL AND POLICE PANEL (ONLY HARD
WIRING).
SHELVES
Two (2) aluminum shelves extending completely across the back of the cabinet. The top shelf
shall support the detector rack and power supply. The second shelf extending completely
across the back shall support the controller and MMU.
The shelves shall not interfere with the lowering or removal of the main panel.
EQUIPMENT ACCESSIBILITY
All mounted panels and equipment shall have a minimum tool access clearance of 6".
VENTILATING FAN
SP20 of SP31
The cabinet shall be provided with one (1) thermostatically-controlled ventilation fan, adjustable
between 80 to 150 degrees F and shall be installed at the top of the cabinet plenum.
AIR FILTER ASSEMBLY
The cabinet air filter shall be a one-piece removable, medium efficiency, synthetic, pleated
(Econolite part No. 57389P11) air filter and shall be firmly secured to the air entrance of the
cabinet.
CABINET LIGHT ASSEMBLY
The cabinet shall be equipped with an LED lighting fixture mounted on the inside of the cabinet
near the front edge. The LED light shall be activated by an on/off switch that is turned on when
the cabinet door is opened and turned off when the door is closed.
The cabinet shall also have a gooseneck type LED lighting fixture that shall be mounted on the
inside of the door near the hinge. The gooseneck light shall be activated by an on/off switch that
is turned on when the cabinet door is opened and turned off when the door is closed.
LIGHTNING SUPPRESSION
The cabinet shall be equipped with an EDCO model SHP-300-10 surge arrester, or city
approved equivalent.
POWER PANEL
THE POWER PANEL SHALL HOUSE THE FOLLOWING EQUIPMENT:
1. One (1) 40 AMP main breaker to supply power to the main panel, controller, MMU,
and cabinet power supply.
2. One (1) 15 AMP auxiliary breaker to supply power to the fan, light, and GFCI outlet.
3. One (1) 50 AMP, 125 VAC radio interference line filter.
4. One (1) normally-open, 60 AMP, Crydom model #HA8471 solid state relay, or city
approved equivalent.
CONVENIENCE OUTLET
Two (2) duplex outlets shall be supplied, as per the following:
1. The first is for short-term equipment use, 120 Volt AC, 15 AMP NEMA 5-15 GFCI
duplex outlet, and shall be mounted in the lower right corner of the cabinet facing the
inside of the cabinet door and within 6" of the front edge of the opening of the door.
2. The second is for long-term equipment use, 120 Volt AC, 15 AMP NEMA duplex
outlets, and shall be mounted in the upper right corner of the cabinet facing the inside
of the cabinet. Power shall be supplied from un-switched filtered power.
SP21 of SP31
INSIDE AUXILIARY CONTROL PANEL SWITCHES
The inside door panel shall contain three (3) switches: Auto/Flash, Auto/Off/On Stop- Time, and
Power On/Off. Auxiliary door panel switches shall be hard wired; printed circuit boards shall not
be used.
1. AUTO/FLASH SWITCH (2-POSITION) - In the Auto position, the intersection shall operate
normally. In the Flash position, power shall be maintained to the controller and the
intersection shall be placed in flash. The controller shall not be stop-timed when in
flash. A guard shall be installed to prevent the switch from being shut off accidentally.
2. AUTO/OFF/ON STOP-TIME SWITCH (3-POSITION) - In the Auto position, the controller
shall be stop-timed when the police door Auto/Flash switch is in the flash position or
MMU Flash. In the Off position, the switch shall release all stop-time from controller.
In the On position, the switch shall maintain a continuous stop time to the controller.
3. CONTROLLER POWER ON/OFF SWITCH (2-POSITION) - This switch shall control the
controller's AC power. A guard shall be installed to prevent the switch from being shut
off accidentally.
POLICE PANEL SWITCHES
The police panel shall contain two (2) switches: signals On/Off and Auto/Flash. All police panel
switches shall be hard wired; printed circuit boards shall not be used.
1. SIGNALS ON/OFF SWITCH (2-POSITION) - In the On position, the field displays shall
show either normal operation or flash. In the Off position, power shall be removed
from signal heads in the intersection. The controller shall continue to operate. In the
Off position, the MMU shall not conflict or require reset.
2. AUTO/FLASH SWITCH (2-POSITION) - In the Auto position, the intersection shall operate
normally based on all other switches. In the Flash position, power shall not be
removed from the controller and stop-time shall be applied based on the stop- time
switch.
CABINET WIRING
CABLES
All controller and MMU cables shall have sufficient length to access any shelf position. All
cables shall be encased in a protective sleeve along their entire free length and shall not
obstruct the visibility of any cabinet equipment or interfere with the intended use of the computer
tray. All cabinet wiring shall the color coded as follows:
PURPLE = Flash Color Programming
BROWN = Green Signal Wiring
YELLOW = Yellow Signal Wiring
RED = Red Signal Wiring
BLUE = Controller Wiring
SP22 of SP31
GRAY = DC Ground Return, Logic Ground
BLACK = AC Positive
WHITE = AC Negative
GREEN = Chassis
MAIN-PANEL AND WIRE TERMINATION
All wires terminated behind the main-panel and other panels shall be soldered. No pressure or
solder-less connectors shall be used. Printed circuit boards shall not be used on main panels.
FLASHING OPERATION
Cabinet shall be wired for NEMA flash. All cabinets shall be wired to flash red for all phases.
Flashing display shall alternate between phases 1, 4, 5 and 8, and phases 2, 3, 6 and 7.
DETECTOR RACK AND INTERFACE
A minimum of one (1) TS-2 vehicle loop detector rack and one (1) hard-wired detector interface
panel and necessary cabling shall be provided in the cabinet. Detector rack shall be labeled for
each detector channel used and shall correspond with cabinet door diagram. Each individual
rack shall support up to sixteen (16) channels of loop detection, one (1) BIU and two (2) EVP 2-
channel cards.
PREEMPTION WIRING:
The cabinet shall be completely-wired for EVP preemption specified on the plan(s).
MAIN PANEL CONFIGURATION
The main panel shall be fully wired in the following configuration:
1. Twelve (12) horizontal load sockets.
2. Four (4) flash transfer relay sockets.
3. One (1) flasher socket.
4. Wiring for one type 16 MMU.
FIELD TERMINAL LOCATIONS
Field terminals shall be located at the bottom of the main panel and angled forward for easy
viewing and wiring. The order shall be from left to right beginning with phase one and following
the order of the load switches. Field terminals shall be of the barrier type.
CABINET EQUIPMENT
LOOP DETECTORS, LOAD SWITCHES, FLASHERS, RELAYS
Cabinet shall be equipped with the proper number of loop detectors, load switches, flashers,
and relays to perform the intended operation.
CONTROLLER UNIT
Cabinet shall be equipped with one (1) Econolite Cobalt ATC TS2-Type 2 system controller
SP23 of SP31
complete with the latest Econolite recommended software and operating system, and shall be
system ready for communication on the Aries Traffic Signal Management/Monitoring software.
Controller shall be equipped with a 25-pin FSK telemetry module, data key, and Ethernet port.
Controller shall also allow logging of three (3) alarm inputs as required in the specifications for
battery back-up system.
MALFUNCTION MANAGEMENT UNIT (MMU)
Cabinet shall be equipped with NEMA TS2 Type 16 MMU with the latest current released
software. MMU jumper cards shall be programmed to specific intersection's requirements.
BUS INTERFACE UNIT (BIU)
BIU's shall meet all TS2-1992, section 8 requirements. In addition, all BIU's shall provide three
(3) separate front panel indicators: power, valid data, and transmit.
CABINET POWER SUPPLY
The cabinet power supply shall meet the NEMA TS2 specification. All power supplies shall also
provide a separate front panel indicator led for each of the four (4) power outputs. Front panel
banana jack test points for 24 VDC and logic ground shall also be provided.
INTERCONNECT TERMINATION
Cabinet shall be supplied with interconnect termination block, Siemens model no. S66M1-50
and sub-base assembly.
LOAD SWITCH
All load switches shall meet NEMA TS-2, Section 6 requirements and shall have input and
output led indications.
FLASHER UNIT
All flasher units shall meet NEMA TS-2, Section 6 requirements and shall be EDI Model 810, or
city approved equivalent.
TELEMETRY INTERFACE PANEL
Cabinet shall be wired with a 25-pin telemetry interface panel and telemetry connecting cable
that can communicate with the Aries Traffic Signal Management/Monitoring master software.
The cabinet shall be wired for telemetry transient suppression, EDCO model No. PC642C-00-
AD, or city approved equivalent.
INTERSECTION DIAGRAM
An intersection diagram prepared in Autocad shall be provided on an 8.5" x 11" sheet of paper
and enclosed in a protective plastic cover. The diagram and protective cover shall be located
on the inside of the cabinet door above the auxiliary panel.
The diagram shall depict the general intersection layout, phases, overlaps, detector
SP24 of SP31
assignments, and north arrow. The top of the diagram will be west and the diagram shall be
pre-approved by the City Engineer.
CABINET WIRING DIAGRAM
Cabinet wiring diagrams shall be arranged on three (3) separate sheets in a simplistic way to
facilitate the reading of it. The first sheet shall represent everything on the left side of the
cabinet, the second sheet everything in the middle of the cabinet including the main panel, and
the third sheet everything on the right side of the cabinet. The final cabinet wiring diagram
layout shall be approved by the City Engineer prior to construction of cabinet assembly.
The Complete Controller Cabinet Assembly, including controller, completely wired
cabinet and appurtenances shall be supplied by Econolite Control Products.
§86-4 TRAFFIC SIGNAL FACES AND FITTINGS
§86-4.01 VEHICLE SIGNAL FACES
The following paragraph shall replace §86-4.01:
Each vehicle signal face must:
1. Be nominal 12-inch diameter (300 mm)
2. Be furnished with Gelcore Light Emitting Diode (LED) indications, visors, and
backplates
3. Be adjustable and allow for 360-degree rotation about the vertical axis
4. Comply with ITE publication ST-017B, "Vehicle Traffic Control Signal Heads"
5. Comply with California Test 604, except for arrow and "X" faces
6. Have 3 sections arranged vertically: red at top, yellow at center, and green at
bottom unless shown otherwise on plans
7. Be of the same manufacturer and material, if more than 1 is installed at an
intersection, except for programmed visibility type 6
8. Be furnished with bronze terminal compartments.
All new vehicle indications, visors, and backplates shall be metal. Top openings of vehicle
indications shall be sealed with neoprene gaskets.
§86-4.03 PEDESTRIAN SIGNAL FACES
Pedestrian signals shall conform to section 86-4.03, "Pedestrian Signal Faces", of the State
Specifications and these special provisions.
The following paragraphs shall be added to §86-4.03:
All new pedestrian indications shall be Gelcore Model No. P16MAD-S, 16"x18", countdown
signal module. The message bearing surface of the module shall be supplied with an outline
"HAND" and "MAN" symbol, overlapping, that comply with Institute of Transportation Engineer's
(ITE) Publication ST-011 B "Pedestrian Traffic Control Signal Indications" (PTCSI) standard for
these symbols. The numbers 00 to 99 on the numerical display shall have a minimum height of
7 inches.
Performance Standards: CHROMACITY (Color): ITE PTCSI-STD, MOISTURE INGRESS:
NEMA STD 250-1991, VIBRATION RESISTANCE: MIL-STD-833 Method 2007,
ELECTRONIC NOISE: FCC Title 47 Sub. B Sec. 15, TRANSIENT PROTECTION: ITE
PTCSI-STD.
SP25 of SP31
Operating Specifications: OPERATING TEMPERATURE: -40°C(-400F) to +740C(1650F),
OPERATING VOLTAGE RANGE: 80V to 135V (60 Hz AC), POWER FACTOR (P.F.) >90,
TOTAL HARMONIC DISTORTION: (T.H.D.) <20%.
§86-5 DETECTORS
§86-5.01A(2) Sensor Unit Construction
When inductive loop detectors are shown on the plans, the following paragraph shall be added
to §86-5.01A(2):
Sensor units shall be dual channel, rack mounted, as manufactured by Reno A&E, Model C-
1200-B, or Agency-approved equal, with self-diagnostic circuit.
§86-5.01A(4) Installation Details
The following shall replace §86-5.01A(4):
Loop wire shall be type 2. Loop detector lead-in cable shall be Type B. All loops shall be
modified Type D or Type E as specified on the plans.
If any loop is damaged, the entire affected grouping of loops shall also be replaced.
Presence loops shall be spaced 10' apart, wired in a series format and set forward one (1) foot
ahead of the lead crosswalk stripe or limit line. Loop wire shall be Type 2. Loop detector lead-in
cable shall be 2#16 cable, with white and black insulation.
Advanced loops shall be Type "E", 6' diameter, with one pair of DLCs per lane with one channel
per advance loop. Four turns shall be provided in each loop where the DLC is less than 500
feet, otherwise five turns shall be required.
One, modified Type "D" and Three, Type "E", 6' diameter loops shall be used in all left turn
pocket on Del Obispo Street, with two pair of DLCs.
PVC Conduit shall be installed per Standard Plan ES-5D, Curb Termination Type A.
All loops shall have a minimum of 2-1/8" clearance of sealer above loop wires (maximum 6"
clearance).
The sides of the slot shall be vertical and the minimum radius of the slot entering and leaving
the circular part of the loop shall be 1.5 inches. Slots shall be filled with hot-melt rubberized
asphalt sealant (State Specification 8040-61E-06) conforming to the provisions as specified in
Section 95-2-09 of the State Standard Specifications. Loop conductors and sealant shall be
installed on the same day in which the loop slots are cut. Loops shall be megger tested to the
satisfaction of the Engineer and shall have the (3) turns unless otherwise approved by the
Engineer.
Identify and band conductors for inductive loop installation. Band conductors in pairs, by lane,
in the pull box adjacent to the loops and near the end of the conductors in the cabinet. Bands
must comply with Section 86-2.09 of the State Standard Specifications.
Residue resulting from slot cutting operation shall not be permitted to flow across shoulders or
lanes occupied by public traffic and shall be removed from the pavement surface.
Bicycle detector loops shall be installed per following detail:
SP26 of SP31
J
11\6, symbol
Z❑
Z
1 tYP 2
0
45°
WINDING DETAIL SAWCUT DETAIL
❑1 ROUND CORNERS OF ACUTE ANGLES TO
PREVENT DAMAGE TO CONDUCTORS
INSTALL 2-4-2 TURNS WHEN ONE TYPE
PHASE LOOP IS IN SERIES WITH AN ADDITIONAL
CIRCULAR LOOP ON A SENSOR UNIT CHANNEL.
FOR SLOT DETAIL SEE LOOP INSTALLATION
PROCEDURE, CALTRANS STD PLAN, ES-5A.
BICYCLE LOOP DETECTOR CONFIGURATION
The Contractor shall obtain approval of exact loop locations prior to final placement. The
preliminary striping layout shall be performed prior to loop detector layout and loops shall be
centered in the traveled portion of the lane.
Prior to project acceptance, all loops shall be megger-tested from the controller cabinet to verify
continuity of all splices as well as inductance of loops. Continuity tests and readings shall be
documented and witnessed by the Owner's Representative and provided to the City Traffic
Engineer in writing, at no cost. Bicycle loops shall be tested to detect the Reference Bicycle-
Rider with 95% accuracy within a 6 foot by 6 foot Limit Line Detection Zone.
§86-5.01 D Emergency Vehicle Detector System
§86-5.01 D shall be replaced with the following section:
Preemption -Opticom
Unless shown otherwise on the plans, the Contractor shall furnish and install dual-head
OpticomTm Emergency Vehicle Preemption (EVP) equipment as manufactured by the Minnesota
Mining and Manufacturing Company (3M). EVP cable shall be 3M Model 138. EVP detectors
shall be 3M Model 721, dual channel. EVP Phase Discriminator Modules shall be 3M Model
752. The Contractor shall furnish and install a 3M Model 760 card rack in the traffic signal
controller cabinet.
Emergency vehicle preemption equipment and software installed in traffic signalized
intersections shall be the Global Traffic Technologies (GTT) Opticom Preemption System. All
GTT Opticom equipment and software shall be new and obtained from the local authorized GTT
Opticom Dealer.
System Components to be furnished and installed on this project shall include optical detectors,
mounting clamps, phase selectors, system racks (if necessary), Opticom cable and system
software as shown on the plans or listed in the special provisions.
The encoded 700 series Opticom employs optical communication to identify the presence and
SP27 of SP31
classification of designated priority vehicles and to cause the traffic signal controller to advance
to and/or hold a desired traffic signal display selected from phases normally available. The
matched set of components which make up the system will cause the existing traffic controller to
be manipulated upon recognition of the signal from the vehicle emitter. This communication is
effective to the optical detectors at or near the intersection over a line-of-sight path of up to at
least 2,500 feet under clear atmospheric conditions.
The system shall operate on first-come, first-served basis or on a selected priority basis.
The system shall be designed to yield to other priority demands such as railroad, draw bridge,
etc. The system shall interface with existing traffic signal controllers without compromising
normal operation or existing safety provisions. The Priority Control System shall consist of an
encoded optical emitter, optical detector cable, and encoded type phase selectors.
To assure desired performance, the system shall provide the synergy of all principle
components, matched and proven through integrated testing and extensive functional
experience.
Phase selection shall be activated by an optical transmitted encoded signal of 14.035 or
9.639Hz, with modulation, from a single light source or upon the actuation of a test switch or
remote call signal to the phase selector.
The system shall provide for up to three optical detectors to be connected to each channel to
provide continuous line-of-sight contact between the optical emitter and the optical detector
units.
Opticom Detector
The Opticom Detector Model 721 shall be a lightweight, weatherproof device capable of sensing
and transforming pulsed optical energy into electrical signals usable by the phase selection
equipment. The unit shall be high-impact polycarbonate construction with non-corrosive
hardware. The unit shall be designed for simple mounting at or near an intersection on mast
arm, pedestal, or pipe.
The dual-head unit shall have the following optical input and electrical output configuration:
* M-721 Opticom Detector receives Optical signals from two directions and outputs two discrete
electrical signals.
The Opticom Detector shall be mounted on the mast arm using an approved mounting clamp.
Placement of the Opticom Detector shall be determined in the field by the engineer, or as shown
on plans. Contractor shall be responsible for relocating Opticom Detector(s) if contractor fails to
notify Engineer prior to timing and turn-on of signals.
Mountinq Clamps
The Pelco Ab-0155 is an approved mounting clamp for the optical detectors. The contractor
shall furnish and install mounting brackets as shown on plans.
Encoded Phase Selector
The contractor shall furnish and install the Encoded phase selector M-754 (4) Channel device
sufficient for intended operation. The phase selector (s) shall be intended for use with California
/ New York 170, 2070 and NEMA (National Electrical Manufacturers Association) controllers.
The following information shall be stored in the activity log for each valid Opticom signal
received:
Class, Code, Priority, Direction, Call Duration, Final Greens, Final Green duration and the time
SP28 of SP31
call ended in real time.
The 700 series phase selector shall be capable of locking out unauthorized emitter signals.
Opticom Detector Cable
The Optical detector cable shall be durable, shielded 3-conductor cable with a drain wire. It shall
conform to the requirements of the manufacturer of the Opticom system.
It shall be the responsibility of the contractor that the authorized dealer of the emergency
preemption equipment shall be present for the traffic signal lighting function test. To insure
installation and functioning of the GTT Opticom equipment, the representative from the dealer
shall be certified and factory trained on the latest edition of GTT Opticom equipment and
software. The dealer shall provide a test vehicle with the latest 700 series emitter to test and
verify satisfactory operation of GTT Opticom equipment, to insure a secure system with proper
vehicle codes and classifications of emergency vehicles.
Substantiated Warranty
GTT will warrant that, provided the priority control system has been properly installed, operated
and maintained, component parts of a matched system that prove to be defective in
workmanship and / or material during the first (5) years from the date of shipment from the
manufacture will be covered in a documented system-protection plan, plus provide an added (5)
year maintenance coverage for repair or replacement at a fixed charge for a total of (10) years
of product coverage.
The contractor shall demonstrate that all of the components of each system are compatible and
will perform satisfactorily as a system. Satisfactory performance shall be determined using the
following test procedure:
1. Each system to be used for testing shall consist of an optical emitter assembly, an
optical detector, at least 200 feet of optical detector cable and a discriminator module.
2. Two tests shall be conducted; one using Class I signal emitter and a distance of 1,000
feet between the emitter and the detector, the other using Class II signal emitter and a
distance of 1,800 feet between the emitter and the detector. All range adjustments on
the module shall be set to "Maximum" for each test.
3. Each above test shall be conducted for a period of one hour, during which the emitter
shall be operated for 30 cycles, each consisting of a one-minute "on" interval and a one-
minute "off' interval.
§86-5.02 Pedestrian Push Button Assemblies
The following paragraph shall be added to §86-5.02:
All new pedestrian push button assemblies shall be Polara Engineering Inc., Navigator
Accessible Pedestrian Signal (APS) or Agency-approved equal. Pedestrian push buttons shall
be furnished with stainless steel tamper-proof screws. Pedestrian push button assemblies shall
be furnished with a Caltrans R10-3e sign and the sign shall be installed on the Pedestrian push
button assembly with stainless steel tamper-proof screws.
§86-5.02A Navigator APS Specifications
The following section shall be added as a new section (numbered §86-5.02A) to the CSS:
Description:
The Navigator is an Accessible Pedestrian Signal (APS) that provides both a vibrating arrow
button and audible sounds during the WALK interval. During the PED clearance and DON'T
SP29 of SP31
WALK interval a locating tone is available. Sounds are emitted from the sides of the unit. The
unit is capable of providing a: Locating Tone, Extended Push Activation, and Audible
"CUCKOO," or "CHIRP," or "WALK SIGN IS ON" or custom voice message during the walk
cycle.
The unit shall be furnished with a "Voice on Location" feature. With a three (3) second button
push, a custom message can be given before the walk cycle goes into effect that tells the
pedestrian their location or other pertinent information. The weatherproof speaker is mounted
behind a faceplate with a vandal resistant screen on the sides. A sunlight-visible LED confirms
the button has been pushed. All new pedestrian navigator control units shall be manufactured
by Polara Engineering, Inc.
Control Unit:
The control unit consists of a shelf mount card rack power supply base station that can
accommodate up to four control units. One control unit is required for each walk phase. Power
requirements in the control cabinet are continuous 120 VAC to the base station. All power
supplied to the Navigator is 24 VDC.
Control Unit Specification:
POWER SUPPLIED TO VIBRATOR: 15 VDC pulsed. Operates during the walk interval only.
CONFLICT DETECT: WALK indication is ignored in the event of a WALK/DON'T WALK conflict.
AUDIO AMPLIFIER POWER OUTPUT: 10 W RMS into 8 Q.
VOLUME CONTROL: Onboard trimming potentiometer for overall adjustment. Separate control
for locate tone.
VOLUME CONTROL AUTOMATIC ADJUSTMENT RANGE: 28 dB MAX.
MICROPHONE FOR AMBIENT NOISE: Approximate frequency range: 170 Hz to 2.3 kHz.
PED PUSH BUTTON INTERFACE: Accepts 12 to 48 V AC/DC imposed by connection to push
button in parallel with existing traffic signal controller.
LED OPERATION: The LED lights when button is pushed. The LED remains lit until the next
WALK phase.
BUTTON TONE: A brief"tick" confirms each button push.
DIP SWITCH SELECTABLE OPTIONS: Chirp, Cuckoo, Walk Message, selectable walk sound
duration, fixed or auto volume locate tone, location message if available, extended push of
triggering, locating tone.
AUDIBLE LOCATING TONE: 880 Hz plus harmonic, 0.1 second duration, 1 second interval.
Operates during PED clearance and DON'T WALK interval.
AUDIBLE CHIRP SOUND: From 2,700 Hz to 1,700 Hz, 0.2 second duration, 1 second interval,
on only during WALK intervals.
AUDIBLE CUCKOO SOUND: 1,250 Hz and 1,000 Hz, 0.6 second duration, 1.8 second interval,
on only during WALK interval.
Pedestrian Pole Unit Specification:
VIBRATOR POWER: 15 VDC pulsed.
SPEAKER: 8 W to 15 W MAX, weather proof.
TEMPERATURE RANGE: -40°C to +105°C.
PUSH BUTTON: ADA compliant, connects to control unit in parallel with traffic signal controller
connection.
LED: Sunlight visible, red.
CONSTRUCTION: FRAME: Cast aluminum, powder coated.
SP30 of SP31
FACE PLATE: Aluminum, powder coated, ink marking.
ARROW PUSH BUTTON: Aluminum, hard anodized, powder coated.
Voice Programming Kit:
Contractor shall purchase the required voice programming kit for the Polara Navigator Control
units. The kit will be used to program audible street crossing voice messages for the Navigator
units (see plans). After programming of each unit, the complete kit will be given to the City
Engineer.
The pedestrian push button unit shall be located as shown on the plans and mounted at a
maximum height of 42" above the finished surface of the public sidewalk.
§86-6 LIGHTING
§86-6.01 High Pressure Sodium Luminaires
The following shall replace §86-6.01:
All luminaires shall be LED (Light Emitting Diode) modules and shall meet the general
specifications of the Caltrans Transportation Electrical Equipment Specifications (TEES),
Chapter 1--General Specifications, Section 86 of the Standard Specifications, latest edition, as
well as the following specification.
All luminaires shall be LED (Light Emitting Diode) modules. The LED modules shall be GE
Lighting Systems products or approved equal. Integral photoelectric controls shall not be
provided.
MAINTENANCE AND GUARANTEE
(a) The Contractor hereby guarantees that the entire work constructed by him under the
contract will meet fully all requirements thereof as to quality of workmanship and of materials
furnished by him. The Contractor hereby agrees to make, at his own expense, any repairs or
replacements made necessary by defects in materials or workmanship supplied to him that
become evident with one year after the date of final payment, and to restore to full compliance
with the requirements of these specifications including the test requirements set forth herein for
any part of the work constructed hereunder which during said one-year period is found to be
deficient with respect to any provisions of the specifications. The Contractor also agrees to hold
harmless from claims of any kind arising from damage due to said defects. The Contractor shall
make all repairs and replacements promptly upon receipt of written orders for it from the
Engineer. If the Contractor fails to make the repairs and replacements promptly, the City may do
the work and the Contractor and its surety shall be liable to the City for the cost thereof.
(b) The guarantees and agreements set forth in Subsection (a) hereof shall be secured by a
surety bond which shall be delivered by the Contractor to the City before the notice of
completion and acceptance of the work, by the Engineer, as provided in Subsection 6-8 of the
Standard Specification. Said bond shall remain in force for a period of one-year after the date of
said notice of completion and acceptance. Instead of providing such a bond as described
above, the Contractor may, at his option, provide for the faithful performance bond furnished
under the contract to remain in force and effect for said amount until the expiration of said one-
year period.
(c) The Contractor shall submit a certificate of compliance for all electrical material and
equipment.
Payment for this item shall be considered as included in the lump sum price paid for "Traffic
SP31 of SP31
Signal Installation", and no additional payment shall be allowed therefor.
Bid Item 58: STREET LIGHTING IMPROVEMENTS
This work shall include all necessary trenching, furnishing and installing of all required conduits,
pavement restoration as directed by the Engineer and furnishing and installing of the street light
standards as shown on the plans, complete and operational. Street lighting installation shall
conform to Section 307 of the Standard Specifications, Latest Edition, and these special
provisions. Work shall also include coordination and cooperation with other utilities, including
SDG&E and Southern California Gas Co. for the relocation and new installation of their facilities
within the project limits.
Full compensation for these items shall be considered as included in the lump sum price paid
for"Street Lighting Improvements", and no additional payment shall be allowed therefor.
Bid Item 59: IRRIGATION AND PLANTING IMPROVEMENTS
This work shall include all necessary trenching, furnishing and installing of all required conduits,
pavement restoration as directed by the Engineer and furnishing and installing of irrigation and
planting as shown on the plans, complete and operational. Irrigation and Planting Improvements
shall conform to Section 212 of the Standard Specifications, Latest Edition, and these special
provisions.
Full compensation for these items shall be considered as included in the lump sum price paid
for"Irrigation and Planting Improvements", and no additional payment shall be allowed therefor.
SP32 of SP31
A. REVISED BID SCHEDULE
UNIT OF EST. UNIT ITEM
ITEM ITEM DESCRIPTION MEASURE QTY. PRICE COST
NO.
1. BONDING, MOBILIZATION AND 1 LS
INSURANCE
2• CLEARING AND GRUBBING 1 LS
3• TRAFFIC CONTROL 1 LS
4• CONSTRUCTION SURVEY 1 LS
5, IMPLEMENTATION OF STORM
WATER POLLUTION PREVENTION 1 LS
PLAN (SWPPP)
6• EARTHWORK AND GRADING 170 CY
7• EXPORT 2689 CY
8, SAWCUT AND REMOVE EXISTING
AC PAVEMENT AND BASE 4,529 SF
MATERIAL.
9, SAWCUT AND REMOVE EXISTING 281 LF
AC BERM.
10. SAWCUT AND REMOVE EXISTING 321 LF
PCC CURB AND GUTTER.
11. SAWCUT AND REMOVE EXISTING 1,395 SF
PCC SIDEWALK.
12, SAWCUT AND REMOVE EXISTING
PCC CROSS GUTTER AND 848 SF
SPANDREL.
13, SAWCUT AND REMOVE EXISTING 248 SF
PCC CURB RAMP.
14. ADJUST MANHOLE COVER AND 1 EA
FRAME TO FINISHED GRADE.
15. ADJUST PULLBOX OR UTILITY
COVER AND FRAME TO FINISHED 6 EA
GRADE.
16, ADJUST WATER OR GAS VALVE
COVER AND FRAME TO FINISHED 1 EA
GRADE.
17, COLDMILL EXISTING AC PAVEMENT 13,627 SF
(2"MIN).
18• 5"AC PAVEMENT(PG 64-10) 246 TN
19• 18"CRUSHED MISC.BASE(CMB) 434 CY
20, CONSTRUCT VARIABLE THICKNESS
(2"MIN.)ARHM-GG-C OVERLAY. 286 TN
21, CONSTRUCT TYPE C1-8 PCC CURB
AND GUTTER PER SPPWC STD 1,163 LF
PLAN NO. 120-2
22, CONSTRUCT PCC CROSS GUTTER 848 SF
PER OCPW STD PLAN NO. 122-2
23, CONSTRUCT DEPRESSED CURB
FOR DRIVEWAY APPROACH WITH 4- 114 LF
FT SIDEWALK PER OCPW STD PLAN
NO. 1209.
24. CONSTRUCT PCC SIDEWALK(S=5', 6,320 SF
UNLESS OTHERWISE NOTED)PER
61147.02100\20950242.3 _18_ 00 41 43-BID FORMS
UNIT OF EST. UNIT ITEM
ITEM DESCRIPTION MEASURE QTY. PRICE COST
OCPW STD PLAN NO. 1205.
25. CONSTRUCT SIDEWALK
OBSTRUCTION FLARE PER CITY OF 3 EA
SAN JUAN CAPISTRANO STD PLAN
NO.340.
26. CONSTRUCT SUBDRAIN BARRIER
STANDARD TRENCH INTERCEPTER 319 LF
PER CITY OF SAN JUAN
CAPISTRANO STD PLAN NO. 350.
27. CONSTRUCT LOCAL DEPRESSION
(CASE PER PLAN)PER SPPWC STD 3 EA
DWG NO.313-3.
28. CONSTRUCT DRIVEWAY
APPROACH(TYPE C)PER SPPWC 761 SF
STD DWG NO.110-2 AND PLANS.
29. CONSTRUCT PCC CURB RAMP
(CASE PER PLAN)PER CALTRANS 2 EA
STD PLAN A88A.
30. REMOVE AND RELOCATE, PER
PLAN, EXISTING WATER EA
APPURTENANCE, DESCRIPTION
PER PLAN.
31. CONSTRUCT MODULAR EARTH
RETAINING SYSTEM PER MSE 450
WALL PLANS. SF
32. CONSTRUCT PCC V-GUTTER
BEHIND RETAINING WALL PER 62
DETAIL NO. 1 ON SHEET NO.9. LF
33. CONSTRUCT PERMANENT SHORING
(APPROX. LENGTH PER PLAN)PER 62
SHORING PLAN. LF
34. CONSTRUCT 4"PVC DOWN DRAIN
WITH ATRIUM GRATE. 1 LF
35. CONSTRUCT CABLE RAILING(4
CABLES)PER CALTRANS STD PLAN 62
NO. 1311-47. LF
36. SAWCUT AND REMOVE EXISTING
PCC HEADWALL. 1 EA
37. REMOVE EXISTING STORM DRAIN
PIPE. 36 LF
38. CONSTRUCT CURB OPENING
CATCH BASIN(W PER PLAN)PER 3
SPPWC STD DWG NO.300-3. EA
39. CONSTRUCT 18"RCP(D LOAD PER
PLAN)WITH BEDDING PER CITY OF 214
SAN JUAN CAPISTRANO STD PLAN
NO.804(2). LF
40. CONSTRUCT MANHOLE IN EXISTING
PIPE PER SPPWC STD DWG NO. 1
321-2. EA
41. CONSTRUCT PIPE CONNECTION
(CASE PER PLAN)PER SPPWC STD 2
DWG NO.335-2. EA
61147.02100\20950242.3 -19- 00 41 43-BID FORMS
UNIT OF EST. UNIT ITEM
ITEM DESCRIPTION MEASURE QTY. PRICE COST
42. FURNISH AND INSTALL FILTERRA
STORMWATER QUALITY DEVICE,
MODEL PER PLAN BY CONTECH OR
APPROVED EQUAL PER 3
MANUFACTURERS
SPECIFICATIONS.SEE SHEET NO.
14 FOR TYPICAL DETAILS. EA
43. REMOVE EXISTING GRATE INLET
AND RISER. 1 EA
44. CONSTRUCT PCC(6"MIN THICK)
SLAB OVER OPENING IN EXISTING
RCB ROOF. SLAB TO EXTEND A 1
MINIMUM OF V OUTSIDE THE
EXISTING OPENING. EA
45. CONSTRUCT 6"PVC(SCHEDULE 80)
DRAINPIPE WITH FITTINGS. 20 LF
46. CONSTRUCT EXTENDED SIDEWALK
FLUME PER CONTECH TYPICAL 1
DETAIL ON SHEET NO. 140R
APPROVED EQUAL. EA
47. CONSTRUCT PCC COLLAR PER
SPPWC STD PLAN NO.380-4. 4 EA
48. CONSTRUCT 2"WATER SERVICE
AND METER PER CITY OF SAN 3
JUAN CAPISTRANO STD PLAN W-2. EA
49. CONSTRUCT AC PAVEMENT
REPLACEMENT PER SPPWC STD 304
PLAN NO. 133-3. SF
50. REMOVE EXISTING WATER METER
BOX AND ABANDON EXISTING
WATER SERVICE AT THE 83
CORPORATION STOP AT WATER
MAINLINE. LF
51. CUT AND CAP EXISTING
WATERLINE,ABANDON IN PLACE
AND REMOVE FIRE HYDRANT,
VALVE,WATER METER AND BOX. 175
EXISTING WATER METER AND BOX
TO BE RETURNED TO CITY UTILITY
INSPECTOR. LF
52. CONSTRUCT FIRE HYDRANT
SERVICE PER CITY OF SAN JUAN 1
CAPISTRANO STD PLAN W-6. EA
53. REMOVE EXISTING 2"WATER
SERVICE ONLY. 3 LF
54. CONSTRUCT 2"WATER SERVICE
AND 5/8"METER PER CITY OF SAN 1
JUAN CAPISTRANO STD PLAN W-2
AND JOIN EXISTING WATER METER. EA
55. FURNISH AND INSTALL FITTING
PER PLAN. 3 EA
56. SIGNING AND STRIPING 1 LS
IMPROVEMENTS
57. TRAFFIC SIGNAL MODIFICATIONS 1 LS
61147.02100\20950242.3 _20_ 00 41 43-BID FORMS
UNIT OF EST. UNIT ITEM
ITEM DESCRIPTION MEASURE QTY. PRICE COST
58. STREET LIGHTING IMPROVEMENTS 1 LS
59. IRRIGATION AND PLANTING 1 LS
IMPROVEMENTS
60. CONSTRUCT 1"WATER SERVICE
WITH 5/8" METER PER CITY OF SAN 1 LS
JUAN CAPISTRANO STD PLAN W-2.
61. BORE 1"COPPER PIPE INTO
EXISTING WATER LINEPER CITY OF 1 LS
SAN JUAN CAPISTRANO WATER
DEPARTMENT SPECIFICATIONS
62• REMOVE GATE VALVE AND
INSTALL BLIND FLANGE AND 1 LS
THRUST BLOCK PER CITY OF SAN
JUAN CAPISTRANO STD PLAN W-14
63. ABANDON IN PLACE,CAP ENDS 1 LS
AND FILL WITH BLOWN SAND
64. ABANDON IN PLACE AND CAP 1 LS
ENDS
65. CUT 10"TEE INTO EXISTING
WATERLINE AND INSTALL 2-10" 1 LS
GATE VALVES AND 1-6"GATE
VALVE
The costs for any Work shown or required in the Contract Documents, but not specifically
identified as a line item are to be included in the related line items and no additional
compensation shall be due to Contractor for the performance of the Work.
In case of discrepancy between the Unit Price and the Item Cost set forth for a unit basis item,
the unit price shall prevail and shall be utilized as the basis for determining the lowest
responsive, responsible Bidder. However, if the amount set forth as a unit price is ambiguous,
unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the
"Item Cost" column, then the amount set forth in the "Item Cost" column for the item shall prevail
and shall be divided by the estimated quantity for the item and the price thus obtained shall be
the Unit Price.
For purposes of evaluating Bids, the City will correct any apparent errors in the extension of unit
prices and any apparent errors in the addition of lump sum and extended prices.
The estimated quantities for Unit Price items are for purposes of comparing Bids only and the
City makes no representation that the actual quantities of work performed will not vary from the
estimates. Final payment shall be determined by the Engineer from measured quantities of work
performed based upon the Unit Price.
61147.02100\20950242.3 -21- 00 41 43-BID FORMS
B. TOTAL BID PRICE:
TOTAL BID PRICE BASED ON BID SCHEDULE TOTAL OF UNIT PRICES FOR
Del Obispo Street Widening Project CIP 16102
Total Bid Price in Numbers
Total Bid Price in Written Form
In case of discrepancy between the written price and the numerical price, the written price
shall prevail.
The undersigned agrees that this Bid Form constitutes a firm offer to the City which cannot be
withdrawn for the number of calendar days indicated in the Notice Inviting Bids from and after
the Bid opening, or until a Contract for the Work is fully executed by the City and a third party,
whichever is earlier.
The successful bidder hereby agrees to sign the contract and furnish the necessary bonds and
certificates of insurance within ten (10) working days after the City provides the successful
bidder with the Notice of Award.
Upon receipt of the signed contract and other required documents, the contract will be executed
by the City, after which the City will prepare a letter giving Contractor Notice to Proceed. The
official starting date shall be the date of the Notice to Proceed, unless otherwise specified. The
undersigned agrees to begin the Work within ten (10) working days of the date of the Notice to
Proceed, unless otherwise specified.
The undersigned has examined the location of the proposed work and is familiar with the
Drawings and Specifications and the local conditions at the place where work is to be done.
If awarded the contract, the undersigned agrees that there shall be paid by the undersigned and
by all subcontractors to all laborers, workers and mechanics employed in the execution of such
contract no less than the prevailing wage rate within Orange County for each craft,
classification, or type of worker needed to complete the Work contemplated by this contract as
established by the Director of the Department of Industrial Relations. A copy of the prevailing
rate of per diem wages are on file at the City's Administration Office and shall be made available
to interested parties upon request.
Enclosed find cash, bidder's bond, or cashier's or certified check No. from the
Bank in the amount of which is not
less than ten percent (10%) of this bid, payable to City of San Juan Capistrano as bid security
and which is given as a guarantee that the undersigned will enter into a contract and provide the
necessary bonds and certificates of insurance if awarded the Work.
The bidder furthermore agrees that in case of bidder's default in executing said contract and
furnishing required bonds and certificates of insurance, the cash, bidder's bond, or cashier's or
61147.02100\20950242.3 _22_ 00 41 43-BID FORMS
certified check accompanying this proposal and the money payable thereon shall become and
shall remain the property of the City of San Juan Capistrano.
Bidder is an individual , or corporation , or partnership , organized under
the laws of the State of
Bidder confirms license(s) required by California State Contractor's License Law for the
performance of the subject project are in full effect and proper order. The following are the
Bidder's applicable license number(s), with their expiration date(s) and class of license(s):
If the Bidder is a joint venture, each member of the joint venture must include the required
licensing information.
Sureties that will furnish the Faithful Performance Bond and the Labor and Material Payment
Bond, in the form specified herein, in an amount equal to one hundred percent (100%) of the
contract price within ten (10) working days from the date the City provides the successful bidder
the Notice of Award. Sureties must meet all of the State of California bonding requirements, as
defined in California Code of Civil Procedure Section 995.120 and must be authorized by the
State of California.
The insurance company or companies to provide the insurance required in the contract
documents must have a Financial Strength Rating of not less than "A-" and a Financial Size
Category of not less than "Class VII" according to the latest Best Key Rating Guide. At the sole
discretion of the City, the City may waive the Financial Strength Rating and the Financial Size
Category classifications for Workers' Compensation insurance.
(signatures continued on next page)
61147.02100\20950242.3 _23_ 00 41 43-BID FORMS
I hereby certify under penalty of perjury under the laws of the State of California that all of the
information submitted in connection with this Bid and all of the representations made herein are
true and correct.
Executed at on this day of
(Bidders Name— Print or Type)
(Name and Title)
(Corporate Seal)
(Signature)
Names of individual members of firm or names and titles of all officers of corporation and their
addresses are listed below:
Name Title
Complete Address
Phone FAX
Name Title
Complete Address
Phone FAX
Name Title
Complete Address
Phone FAX
Name Title
Complete Address
Phone FAX
61147.02100\20950242.3 _24_ 00 41 43-BID FORMS
Page 1 of 1
Cut/Fill Report
Generated: 2017-08-15 07:40:55
By user: JCramsie
J:\City of San Juan Capistrano\15-03 6 Del Obispo Street
Drawing: Widening\Drawings\Chkbrd\J:\City of San Juan Capistrano\15-03 6 Del Obispo
Street Widening\Drawings\Chkbrd\North End Earthwork.dwg
Volume Summary
Name Type Cut Fill 2d Area Cut Fill Net
Factor Factor (Sq. Ft.) (Cu. Yd.) (Cu. Yd.) (Cu. Yd.)
Earthwork
-Prop FG full 1.00 1.00 7586.82 1255.35 5.22 1250.12<Cut>
behind
Wall
Earthwork-
rest of full 1.00 1.00 27657.45 549.63 163.04 386.59<Cut>
North End
Totals
2d Area Cut Fill Net
(Sq. Ft.) (Cu. Yd.) (Cu. Yd.) (Cu. Yd.)
Total* 35244.27 1804.98 168.27 1636.71<Cut>
* Volumes between finish surface and existing ground, only.
See misc. calculations for additional excavation.
file:///C:/Users/Jcramsie/AppData/Local/Temp/CutFillReport.xml 8/15/2017
Del Obispo Street Widening
Removals (Export) Fill (Earthwork/Slope Grading)
Raw Cut 1636.71 CY Raw Fill('): 168.26 CY
Misc. Volume Calculations (2):
AC Pvmt Section (7"AC/18"AB): 834.36 CY
Wall Excavation: 120.00 CY
Sidewalk (4"Thick): 98.80 CY
Net Export Total: 2689.87 CY Net Import Total: 168.26 CY
Notes:
(1) Value does not include any expansion/shrinkage, pavement sections, etc.
(2) See next page for detailed calcualtions for these items
(3) Expansion or Shrinkage percentage based on Geotechnical Report
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Misc. Volume Calculations:
AC Pvmt Area: 10815.00 SF
Pvmt Sect(7"AC/18"AB): 2.08 FT
Volume: 22527.65 CF
834.36 CY
Wall Excavation Length: 60.00 LF
Avergae Height: 9.00 FT
Wall Face Dist to Back of Shoring: 6.00 FT
Volume: 3240.00 CF
120.00 CY
PCC Sidewalk Area: 4042.00 SF
Sidewalk Thickness (4" PCC): 0.66 FT
Volume: 2667.72 CF
98.80 CY
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