17-1017_PALP INC., DBA EXCEL PAVING COMPANY_Addendum #3 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL
SAN JUAN CAPISTRANO,CA 92675
(949)493.1171
w l
(949)493-1053 FAx } 10111vo-uuSERGIO FARIAS
Itu1[nrfi 1461 KERRY K.FERGUSON
wtvtv.,ca.j11ancapistrann.o1K 1776 BRIAN L. MARYOTT
• • PAM PATTERSON,ESQ.
DEREK REEVE
ADDENDUM # THREE
Subject: Del Obispo Street Widening Project— Calle Aspero to Paseo De La Paz
CIP 16102
Please note:
• Project Bid Schedule is revised (attached) to reflect changes to Bid Items # 48,
51, 52 and 54 and addition of Bid Items 60-65.
• Sheets 19 and 20 (attached) of the Design Plans have been revised. Revisions
are indicated as Addendum #3.
All other terms and conditions remain the same.
FOR THE CITY OF SAN JUAN CAPISTRANO
George AVarez, P.E. Drate
City Engineer
San Juan Capistrano: Preserving the Past to Enhance the Future
"Pnnlod on 100%recycled paper
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 160 CY
7• EXPORT 2,034 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 3 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
CONSTRUCT 2"WATER SERVICE
AND METER PER CITY OF SAN 3
JUAN CAPISTRANO STD PLAN W-,. 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 38
CORPORATION STOP AT WATER
MAINLINE. LF
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
CONSTRUCT,''WATER SERVICE
AND 5/8"METER PER CITY OF SAN 1
JUAN CAPISTRANO STD PLAN W-;"
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
CONSTRUCT 1"WATER SERVICE
WITH 5/8" METER PER CITY OF SAN 1 LS
JUAN CAPISTRANO STD PLAN W-2.
BORE 1"COPPER PIPE INTO
EXISTING WATER LINEPER CITY OF 1 LS
SAN JUAN CAPISTRANO WATER
DEPARTMENT SPECIFICATIONS
REMOVE GATE VALVE AND
INSTALL BLIND FLANGE AND 1 LS
THRUST BLOCK PER CITY OF SAN
JUAN CAPISTRANO STD PLAN W-14
ABANDON IN PLACE,CAP ENDS 1 LS
AND FILL WITH BLOWN SAND
ABANDON IN PLACE AND CAP 1 LS
ENDS
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
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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 PLANW-2
91
2. THE CITY'S WATER CONSTRUCTION INSPECTOR (MIKE SMITH) SHALL BE CALLED FOR INSPECTION TWO WORKING DAYS BEFORE NEW R/W I II 92 CONSTRUCT AC PAVEMENT REP ACEMENT 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. - - - 93 REMOVE EXISTING WATER METER BOX AND ABANDON EXISTING
- _ WATER SERVICE AT THE CORPORATION 5TOP AT WAT R MAINLINE.
4. THE WATER SYSTEM IS TO BE INSTALLED AFTER CURB AND GUTTER IS PLACED, OR STAKED BY THE APPLICANT'S SURVEYOR EX CATV - ----- - 94 CUT AND CAP EXISTING WATERLINE, BANDON IN PL CE AND
AT A MINIMUM 50-FOOT STATIONING, IF NOT WITHIN A ROADWAY. & ELEC P R:EMOV FIRE HYDRANT VALVE WATE M A
NEW R W '
5. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED _ / - - -------- ST
XIST NG WATER METER AND BOX TO BE RETURNED TO CITY
AT THE PROPER LOCATION, AT NO COST TO THE CITY. - _
- -- --�--�--F---- D � � UTILITY INSPECTOR.
6. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE _ ----F ---� - - V W CONSTRUCT FIRE HYDR NT PER CITY OF SAN JUAN
_ -- p ��,, , � 95 A SERVIC P
STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-9. �-"� --- -F -
-F=----F -- CAPISTRANO STD PLAN W- .
7. THE CLEARANCES FROM THE TOP OF THE PIPE AND THE FINISHED STREET SURFACE SHALL HAVE A MINIMUM AS FOLLOWS - - - Q a Q 96 REMOVE EXISTING 2" WATER SERVICE ONLY.
UNLESS OTHERWISE NOTED ON THE APPROVED PLANS: a Q a a =__ I 97 CONSTRUCT 2" WATER SERVICE AND METER PER CITY OF SAN
WATER MAIN SIZE SURFACE STREETS STATE HIGHWAY a 4 =- - - JUAN CAPISTRANO STD PLA W-2 AND JOIN EXISTING WATER
6 INCHES & SMALLER 36 INCHES 48 INCHES =� II METER.
8 INCHES 42 INCHES 48 INCHES _ .�--- � sd � �I __
98 FURNISH AND INSTALL FITTING PER PLAN.
12 INCHES 48 INCHES 54 INCHESI 99 CONSTRUCT 1 WATER SERVICE WITH 5/8 METER PER CITY OF
- -� SAN JUAN CAPISTRANO STD PLAN W-1.
16 INCHES 54 INCHES 60 INCHES I I _ -g" � _ - �
_ g 100 BORE 1„ COPPER PIPE INTO EXISTING WATER LINE PER CITY OF
90 92
J� 1 - SAN JUAN CAPISTRANO WATER DEPARTMENT SPECIFICATIONS.
ALL WATER MAINS GREATER THAN 16 INCHES SHALL BE DECIDED ON A CASE BY CASE BASIS. PIPE SHALL BE BEDDED AND I I - - - - - - - s, a� _
o - - - - 101 REMOVE GATE VALVE AND INSTALL BLIND FLANGE AND THRUST
BACKFILLED PER CITY STANDARD W-8. EX 3'X8' P
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 I� - - _ 102 ABANDON IN PLACE, CAP ENDS AND FILL WITH BLOWN SAND.
---- ___
---- 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 I I - -- - --- EX 6" G I I 90 92 / 104 CUT 10" TEE INTO EXISTING WATERLINE AND INSTALL 2-10" GATE
DR 18, PVC (C905-97) UNLESS OTHERWISE NOTED. P I „
n 10. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING CITY WATER MAINS PRIOR TO CONDUCTING AN APPROVED 1.50' I - 016-1-
Ln VALVES AND 1-6 GATE VALVE PER DETAIL A, SHEET N0. 20.
o PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN 91 / 50- I RECORD
IN THE FIELD IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO TAPPING THE MAIN LINE. TAPPING / J
j APPROVED MANNER, ,
OF THE MAIN LINE SHALL NOT PROCEED UNLESS A CITY WATER CONSTRUCTION INSPECTOR IS PRESENT. I ' EX 10" W ------------------i
P
CONST II
11. WHERE METERS AND WATER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE LOCATED THAT THE I I
j METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED STREET SURFACE. A RETAINING - - I
WALL MAY BE REQUIRED AROUND THE METER BOX. 3-00L-i n>
12. THE APPLICANT SHALL FURNISH AND INSTALL THE SERVICE CONNECTIONS BETWEEN WATER MAINS AND METER AND FURNISH - CONST q7 II 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"W _ EX 10" W
--I --3.00 ADDENDUM N D . 3
14. INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY THE PLUMBING CODES OF THE CITY HAVING JURISDICTION IF -
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 CITY _54.00 (ST STA) CITY O F SAN JUAN CAPISTRANO
FOLLOWING RECEIPT OF APPLICATION AND DEPOSIT. THE CONTRACTOR SHALL EXPOSE ALL ANGLE METER STOPS AND EX 6 a
G P 91
PROPERLY LOCATE THE METER BOXES TO GRADE PRIOR TO REQUESTING INSTALLATION OF THE METERS AND CUSTOMER 3.00' PUBLIC WORKS AND UTILITIES DEPARTMENT
SERVICE VALVES BY THE CITY. j -
DEL OBISPO WIDENING
16. ANY CITY WATER USED SHALL BE METERED WITH A CONSTRUCTION METER OBTAINED FROM THE CITY, THE USE OF JUMPERS _ .16"v, 16' w
U, IS ALLOWED BY PERMIT ONLY. METERS MUST BE INSTALLED PRIOR TO OCCUPANCY OF A DWELLING. X16"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 W WATER IMPROVEMENT PLA N
RIGHT-OF-WAY OR EASEMENT. AREA, SEE SHEET N0. 5 P FOR STREET
18. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED _ _ IMPROVEMENTS IN THIS
0 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 1 S P 0 STREET
a NOT GUARANTEE THE ACCURACY, COMPLETENESS, LOCATION, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY PIPE
o OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY z PASEO DE LE PAZ TO CALLE ASPERO
Qo MEANS NECESSARY TO PROTECT THOSE UTILITY LINES SHOWN AND NOT SHOWN ON THESE PLANS. _- PLANS PREPARED BY:
0 19. ALL BELOW GRADE BOLTS AND NUTS SHALL BE STAINLESS STEEL 316 WITH FLUOROPOLYMER (TRIPAC 2000 OR EQUAL -_-� a C 2121 ALTON PARKWAY, SUITE 200
Ln COATED NUTS). U1 IRVINE, CA 92606
i 20. A BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE INSTALLED FOR ALL COMMERCIAL DOMESTIC WATER AND IRRIGATION A H
c c
E METERS. INSTALLATION OF A BACKFLOW PREVENTION DEVICE FOR A RESIDENTIAL WATER METER WILL BE REVIEWED AND PHONE (949) 863-0588
DETERMINED ON A CASE BY CASE BASIS.
21. ONLY BACKFLOW PREVENTION ASSEMBLIES ON THE APPROVED LIST OF USC FOUNDATION FOR CROSS-CONNECTION CONTROLST 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.
u 22. CONTRACTOR SHALL OBTAIN WATER SERVICE APPLICATION FORM THE CITY UTILITIES TO COMPLETE AND SUBMIT TO THE CITY - SCALE: 1"=10' - SCALE: 1"=10' C o n s u I t i n g Civil Eng i n e e r s Land Surveyors
c 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�OFESS/pl 36943 06/27/2017
23. LOCATION OF A REQUIRED BACKFLOW PREVENTION ASSEMBLY SHALL BE INSPECTED AND APPROVED BY THE UTILITIES WATER 6 I�2
qp Shahab Naza P.E. RCE# Date N
QUALITY-CROSS CONNECTION CONTROL SPECIALIST PRIOR TO INSTALLATION OF THE DEVICE. BACKFLOW SHALL BE TESTED �,
u' BY AN ORANGE COUNTY CERTIFIED TESTER AND A COPY OF CERTIFIED TEST RESULT SHALL BE SUBMITTED TO THE UTILITIES "' N0.36943 m m DRAWN BY: DESIGNED BY: APPROVED BY: pLAN
o WATER QUALITY DIVISION PRIOR TO APPROVAL OF CERTIFICATE OF OCCUPANCY OR AT THE START OF WATER USAGE EXP.06/30/18
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�F C/V � ` z CHECKED BY: CHECKED BY: SHEET IL
j OF CA1-� oSN SN GEORGE ALVAREZ-RCE 25161-EXP. 12/31/17 DATE 9 OF 34 U
z CITY ENGINEER
8/1 /2017 8: 50 AM
WATER CONSTRUCTION NOTES:
3
F'/ ; IP�PROTECT IN PLACE. DESCRIPTION PER PLAN.
90 SAWCUT AND REMOVE EXISTING AC PAVEMENT, BASE MATERIAL
I I AND NATIVE.
I I 91 CONSTRUCT 2" WATER SERVICE AND METER PER CITY OF SAN
JUAN CAPISTRANO STD PLANW-2,
I 92 CONSTRUCT AC PAVEMENT REPL CEMENT PER SPPWC STD PLAN
NO. 133-3.
I 93 REMOVE EXISTING WATER METER BOX AND ABANDON EXISTING
WATER SERVICE AT THE CORPORATION TOP AT WAT MA LINE.
(118) CUT AND CAP EXISTING WATERLINE, ABANDON IN PLACE AND
REMOVE FIRE HYDRANT, VALVE, WATE METRA B X.
_ - EXISTING WATER METER AND BOX TO BE RETURNED TO CITY
�117> - - UTILITY INSPECTOR.
°h— 95 CONSTRUCT FIRE HYDRANT SERVICE PER CITY OF SAN JUAN
— - - - - - - - - - - --- - - - - - '
r — — — �U 0 �- � (>>s) CAPISTRANO STD PLAN W-6.
®p
p
� 3 p 96 REMOVE EXISTING 2" WATER SERVICE ONLY.
~" '- -- -�`--- o '- 6 9 97 CONSTRUCT 2 WATER SERVICE AND METER PER CITY OF SAN
I _ O
— — — ��»s)�9 _ (117) JUAN CAPISTRANO STD PLAN W-2 AND JOIN EXISTING WATER
---'`---
--'`- soh
i
— — —f— ) = // I __�+ % _ — _ _ _ 98 FURNISH AND INSTALL FITTING PER PLAN.
- - - - (115 � — ,.,
— � y�� _ ,. � Yom;. '' .
�/ '6 9 -------- ------ --- ----------_ _ _ METER PER CITY OF
°" � 21 Y — 99 SON H 1/8
CONSTRUCT 1 WATER SERVICE WITH- ----,___ _ JUAN CAPISTRANO STD PLAN W
❑ I p; �_ % / ;- �� I �1` — _ .--- ___�___�--- ___ - --- B F
ORE 1" COPPER PIPE INTO EXISTING WATER LINE PER CITY 0
_ 9 c
-•---�- SAN JUAN CAPISTRANO WATER DEPARTMENT SPECIFICATIONS
a P 101 REMOVE GATE VALVE AND INSTALL BLIND FLANGE AND THRUST
P - V .• c\.\ _O P P ' =— v X10„w v — P O P O V
_ b .
P BLOCK PER CITY OF SAN JUAN CAPISTRANO STD PLAN W 14.
102 ABANDON IN PLACE, CAP ENDS AND FILL WITH BLOWN SAND.
103 ABANDON IN PLACE AND CAP ENDS.
y — — — — — i I�� ; _ 104 CUT 10” TEE INTO EXISTING WATERLINE AND INSTALL 2-10" GATE
I °°tV F — —°°tV— — — —cat - _ _ _ _ _ --------------------------- VALVES AND 1-6" GATE VALVE PER DETAIL A SHEET NO. 20.
(114)
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o (113 I --- DEL OBISPO STREET
20 10 0 20 40
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�6..9— i/� - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SCALE IN FEET
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94 WM — __ 9 _+82.00 (ST STA) P EX 3" W
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ADDENDUM N0 .. 3
—1 >'w 16"w —�16"w / / 7.00' 16"w 16"w a
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CITY OF SAN JUAN CAPISTRANO
\ /00 PUBLIC WORKS AND UTILITIES DEPARTMENT
013)
o / / FOR STREET DEL OBISPO W
Q � / �� \ � P EX 10 W IMPROVEMENTS IN THIS
AREA, SEE SHEET NO. 7 WATER IMPROVEMENT PLA N
O r C
101 Q - -- DEL OBISPO STREET
zPASEO DE LE PAZ TO CALLE ASPERO
QO o O PLANS PREPARED BY:
6"g a 2121 ALTON PARKWAY, SUITE 200
Lp
— — _ J w U1 IRVINE, CA 92606
j 101 /�°' A PHONE (949) 863-0588
W E N G I N E E R I N G FAX (949) 863-0589
i Consulting Civil Engineers Land Surveyors
oQ�oFEss/o,� 36943 06/27/2017
cn 3 ST STA 31 + 50. 00 LOCATION
��"��'g qpm �� Shahab Naza , P.E. RCE# Date N
o — 106/3018 �O
SCALE: 1 "-10' w NO.36943 m a DRAWN BY: DESIGNED BY: APPROVED BY: PLAN
Iti JC JC W-2
U C/V\\' � z CHECKED BY: CHECKED BY: SHEET Q.
FOF CA,0 oSN SN GEORGE ALVAREZ—RCE 25161—EXP. 12/31/17 DATE 20OF34 U
Z . CITY ENGINEER
8/1 /2017 8: 50 AM