NIB No. 2021-07 - Addendum No. 3
CITY OF ROSEMEAD
CALIFORNIA
ADDENDUM #3
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS
FOR
WALNUT GROVE AVE RESURFACING PROJECT PHASE I
FROM MARSHALL ST. TO GRAND AVE.
PROJECT No. 21028
Date Issued: July 29, 2021
Addendum 3, Page 1 of 2
Addendum for: Walnut Grove Ave Resurfacing Project Phase I, From Marshall St. To Grand
Ave. Project No. 21028
Addendum No.: 3
Addendum Date: July 29, 2021
Issued by: City of Rosemead
Reminder 1: Bid due date is not changed. City will receive sealed bids up to 10:30 o’clock
a.m. on Wednesday, the 4th day of August, 2021 (revised per Addendum
2).
Reminder 2: Please sign Addenda Acknowledgement on page CBF-4 of Bid Package Section
Titled “Contract Bid Forms”. Entire Contract Bid Forms section shall be
submitted as Bidder’s Proposal.
Addendum 3 removes Section 1 – Bid Schedule of Contract Bid Forms, pages CBF-1 through
CBF-5, and replaces with Attachment A - Revised Section 1 – Bid Schedule per Addendum 3.
Contractors shall submit Attachment A as part of their bid to be considered responsive.
Addendum 3 reissues Project Plans, Sheets 1 through 4. Please see Attachment B – Revised
Sheets 1 through 4 per Addendum 3.
The City received additional questions and below responses are provided:
Q.01 Please confirm if the weekends and/or nights are available for crews to perform
Work. Please confirm if 30 Working Days is sufficient time for the Contractor to
complete their Work in a timely manner. Our concern is that 30 Working Days is not
enough time to complete this Work.
A.01 No night time or weekend work will be allowed for this project.
The contract time allowed for completion of the project is revised as THIRTY-FIVE (35)
working days.
Q.02 The Specifications do not indicate if the City wants Changeable Message Signs
(“CMS boards”) on the project. Please confirm if the City wants the Contractor to use
CMS boards on the Project. If so, how many does the City want utilized on the Project?
A.02 Contractors shall install 2 Changeable Message Signs (CMS boards) throughout the
project. The cost shall be included in Bid Item 14, and no additional compensation will be
allowed.
Q.03 The Specifications do not specifically define how Bid Item 13 – Remove Existing
and Construct 8-inches Thick Colored Concrete Cross Walk…is being compensated. Per
the Plans, Construction Note 14 notes to remove and install a Colored PCC Crosswalk.
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 2 of 13
Addendum 3, Page 2 of 2
A Detail for Construction Note 14, per Sheet 1 of 7, clearly notes a 12’ wide 8” Colored
PCC Crosswalk; in the same detail, on both sides of the 12’ wide 8” Colored PCC
Crosswalk is a 1’ Wide PCC Pavement, tied into the Colored PCC Crosswalk with epoxy-
coated tie bars. Please confirm where the 1’ Wide PCC Pavement is to be paid? Is the
1’ Wide PCC Pavement to be included in Bid Item 13 or will a separate Bid Item be
required for it?
A.03 See Attachment B – Revised Sheets 1 through 4 per Addendum 3. Detail 14 on Sheet 1
is revised to be 11’ wide with 1’ borders on both sides as shown on the detail. Bid Item 13
quantity is revised to include 11’ colored PCC crosswalk and 1’ borders on both sides.
Q.04 Per the Plans, Construction Note 14 notes to remove and install a Colored PCC
Crosswalk. A Detail for Construction Note 14, per Sheet 1 of 7, clearly notes a 12’ wide
8” Colored PCC Crosswalk and 1’ Wide PCC Pavement on both sides of the 12’ wide 8”
Colored PCC Crosswalk; resulting in a total estimated Crosswalk width of 14’. Plan
Sheets 2 thru 4 of 7 direct the Contractor to Construction Note 14 at the PCC Crosswalk
intersections, however the Plans show the crosswalks to be 11’, except for the PCC
Crosswalk at the intersection of Wells St & Edmond Dr (Sheet 3) where it does provide
a dimension. Please clarify the dimensions of the Crosswalk to be installed.
A.04 See response to question 3.
Attachments:
Attachment A - Revised Section 1 – Bid Schedule per Addendum 3
Attachment B - Revised Sheets 1 through 4 per Addendum 3
For all other questions, please contact via email:
Okan Demirci, PE
Project Manager
City of Rosemead
E: okan.demirci@transtech.org
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 3 of 13
Attachment A – Revised Section 1 – Bid Schedule per Addendum 3
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 4 of 13
BIDDER: ________________________
CBF - 1
BID SCHEDULE PER ADDENDUM 3
SCHEDULE OF PRICES FOR
WALNUT GROVE AVE RESURFACING PROJECT PHASE I
FROM MARSHALL ST. TO GRAND AVE.
PROJECT No. 21028
NO. ITEM DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
ITEM
COST
1
Clearing & Grubbing per plans and
specifications. See technical
provisions TP-2, TP-3 & TP-4.
LS 1 $_________ $_______________
2 Disposal of Waste Materials. LS 1 $_________ $_______________
3 Cold mill 2.0-inches thick existing
pavement. SF 394,500 $_________ $_______________
4
Construct 1.5 inches thick
pavement overlay ARHM-GG-C
(PG 64-16) as indicated on the
plans.
TON 3,700 $_________ $_______________
5
Construct 1.0 inch thick leveling
course pavement D1 (PG 64-10) as
indicated on the plans.
TON 2,500 $_________ $_______________
6
Remove 6-inches of existing
pavement and replace it with 4.0-
inches of AC B-PG 64-10 Base
Course over compacted native.
Localized AC pothole repairs to be
determined on the field.
SF 1,000 $_________ $_______________
7
Remove Existing, Dispose and
Construct 4-inches thick PCC
Sidewalk per SPPWC Std. Plan
113-1.
SF 1,000 $_________ $_______________
8
Remove Existing, Dispose and
Construct 8-inches Curb and 24-
inches Gutter per SPPWC Std.
Plan 120-2.
LF 56 $_________ $_______________
9
Remove Existing and Construct
PCC Driveway Approach per
SPPWC Std. Plan 110-2.
SF 175 $_________ $_______________
10
Adjust Sewer Manhole to Grade
per SPPWC Std. Plan 205-1 and
206-1.
EA 49 $_________ $_______________
11 Adjust Water Valve/Gas Valve to
Grade. EA 46 $_________ $_______________
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 5 of 13
BIDDER: ________________________
CBF - 2
NO. ITEM DESCRIPTION UNIT EST.
QTY.
UNIT
PRICE
ITEM
COST
12 Install 36-inches Parkway Tree –
Chinesse Pistache EA 1 $_________ $_______________
13
Remove Existing and Construct 8-
inches Thick Colored Concrete
Cross Walk (Chromix) with
Lithochrome colorhardener per
L.M. Scottfield Co. or approved
equal over 90% Compacted
Native. This bid item shall include
construction of 11’ colored
crosswalk and 1’ PCC borders on
each side of the crosswalk, and all
other details as shown on Detail 14
on Sheet 1, for complete
construction of crosswalk.
SF 15,728 $_________ $_______________
14
Install Traffic Striping, Traffic
Signal Loops and Pavement
Markers per the Striping Plans and
Specifications Complete.
LS 1 $_________ $_______________
TOTAL BID AMOUNT IN NUMBERS $_______________
TOTAL BID AMOUNT IN WORDS: _____________________________________________
______________________________________________________________________________
Note: The City of Rosemead reserves the right to reduce or increase the quantities of any items in
the schedule of bid items above, within the limits define in Section 3-2.2.1 of the Standard
Specifications, to stay within the budgeted amount of this project.
If the Bid Documents specify alternate bid items, the following Alternate Bid amounts shall
be added to or deducted from the Total Bid Price entered above. The owner can choose to
include one or more of the alternates in the Total Bid Price of the Project. If any of the
Alternate Bids are utilized by the Owner, the resulting amount shall be considered the Total
Bid Price for the Project.
The undersigned agrees that these Contract Bid Forms constitute a firm offer to the Owner which
cannot be withdrawn for the number of Working Days indicated in the Notice Inviting Bids from
and after the bid opening date, or until a Contract for the Work is fully executed by the Owner and
a third party, whichever is earlier. The undersigned also agrees that if there is a discrepancy
between the written amount of the Bid Price and the numerical amount of the Bid Price, the written
amount shall govern.
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 6 of 13
BIDDER: ________________________
CBF - 3
Attached hereto is a certified check, a cashier's check or a bid bond in the amount of
__________________ Dollars ($__________________) said amount being not less than ten
percent (10%) of the Total Bid Price. The undersigned agrees that said amount shall be retained
by the Owner if, upon award, we fail or refuse to execute the Contract and furnish the required
bonds, certificates and endorsements of insurance and other certifications within the time provided.
If awarded a Contract, the undersigned agrees to execute the formal Contract, which will be
prepared by the Owner for execution, within five (5) Calendar Days following the Letter of Award
for the Contract, and will deliver to the Owner within that same period the necessary original
Certificates of Insurance, Endorsements of Insurance, Performance Bond, Payment Bond and all
other documentation and certification required by the Contract.
The undersigned offers and agrees that if this bid is accepted, it will assign to the purchasing body
all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton
Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 of Part 2 of Division 7 of the
Business and Professional Code), arising from purchases of goods, materials or services by the
Bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and
become effective at the time the purchasing body tenders final payment to he Contractor.
Bidder understands and agrees that, when requested by Owner, he shall provide: (1) evidence
satisfactory to the Owner of Bidder’s California contractor’s license(s) in good standing; (2)
evidence that the person signing this Bid is authorized to bind Bidder to this Bid and to a contract
resulting therefrom; and (3) any other information and documentation, financial or otherwise,
needed by Owner to award a Contract to the lowest responsible and responsive bidder.
Bidder understands and agrees that liquidated damages shall apply to this Contract in the amounts
of five hundred dollars ($500.00) per calendar day if project is not completed in THIRTY-FIVE
(35) working days. The Contract Time will begin to run ten (10) Working Days from the date of
the Notice of Proceed and subject to the terms and conditions described in the Contract Form and
the Contract Documents.
Bidder acknowledges that data submitted with its Contract Bid Forms which it requires to be
incorporated into a Contract arising out of this Submittal has been so identified by Bidder. Bidder
further acknowledges that the Owner may, at its discretion, incorporate any of the remaining data
submitted herewith into a contract arising out of this Bid.
The undersigned acknowledges receipt, understanding and full consideration of the following
addenda to the Contract Documents.
Addenda Nos. _______________________
The Bidder understands and agrees that the Total Bid Price is inclusive of all labor, materials, and
equipment or supplies necessary to complete the Work as described in the Bid Documents. If this
bid is accepted, the undersigned Bidder agrees to enter into and execute the Contract with the
necessary bonds and accept the Total Bid Price as compensation in full for all Work under the
contract.
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 7 of 13
BIDDER: ________________________
CBF - 4
By: _____________________________ _____________________________
Signature Business Street Address
_____________________________ _____________________________
Type or Print Name City, State and Zip Code
_____________________________ _____________________________
Title Telephone Number
Bidder's/Contractor's State of Incorporation: _____________________________________
Partners or Joint Venturers: __________________________________________
__________________________________________
__________________________________________
Bidder’s License Number(s): ___________________________________________
Department Industrial Relations
Registered No. ____________________________________________
NOTES:
1) By its signature on this Bid, the Bidder certifies under penalty of perjury the accuracy of
the representations made on the Contract Bid Forms.
2) If Bidder is a corporation, enter State of Incorporation in addition to Business Address
3) If Bidder is a partnership or joint venture, give full names of all partners or joint
venturers.
As further discussed in the Instructions to Bidders, Bidder will be
required to provide evidence that the person signing on behalf of the
corporation, partnership or joint venture has the authority to do so.
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 8 of 13
Attachment B – Revised Sheets 1 through 4 per Addendum 3
City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3 Document Control Page 9 of 13
PROJECTLOCATIONTITLE SHEETWALNUT GROVE AVE.STREET RESURFACING PROJECT - PHASE IFROM MARSHALL ST.TO GRAND AVE. (NORTH CITY LIMIT)WALNUT GROVE AVE. STREET RESURFACING PROJECT - PHASE IFROM MARSHALL ST. TO GRAND AVE. (NORTH CITY LIMIT)PROJECT NO. 21028LEGENDSTSPROPOSEDAC OVERLAYPROPOSED PCC AREASWATER VALVESTREET LIGHTING PULLBOXSTREET LIGHTING POLESEWER MANHOLEADDRESS825CATCH BASIN & LOCALDEPRESSIONWMWATER METERPOWER POLEPPROPOSEDAC PATCHSHEET INDEX1 OF 7TITLE SHEET2 OF 7CONSTRUCTION PLAN(FROM MARSHALL ST. TO STA. 31+50)3 OF 7CONSTRUCTION PLAN(FROM STA. 31+50 TO STA . 53+75)4 OF 7CONSTRUCTION PLAN(FROM STA. 53+75 TO GRAND AVE.)5 OF 7STRIPING PLAN(FROM MARSHALL ST. TO STA. 35+50)6 OF 7STRIPING PLAN(FROM STA. 35+50 TO STA . 61+50)7 OF 7STRIPING PLAN(FROM STA. 61+50 TO GRAND AVE.)SHEET 1 OF 7CITY OF ROSEMEADLIST OF STANDARD DRAWINGSGENERAL NOTESNOTES:1. CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS TO AVOIDTRACKING ASPHALT OIL ON EXISTING ASPHALT PAVEMENT ORCONCRETE PAVEMENT DURING OPERATIONS. SEE TECHNICALSPECIFICATION FOR CONDITIONS.2. CONTRACTOR SHALL PROTECT IN PLACE ANY MAIL BOXES, IRRIGATIONSYSTEM, ELECTRICAL CONDUIT, CABLE CONDUIT OR UTILITY LINE. IFDAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE INKIND.3. CONTRACTOR SHALL ADJUST TO GRADE ANY PULLBOXES AFFECTEDBY THIS IMPROVEMENT. IF PULLBOXES (WATER, GAS, ETC) AREDAMAGED, CONTRACTOR SHALL REPLACE THEM IN KIND.4. CONTRACTOR SHALL PROTECT, RELOCATE OR REPLACE IN KINDEXISTING IRRIGATION SYSTEM (PIPES, HEADS, ETC) AS NECESSARY.5. CONTRACTOR SHALL BACKFILL AND RESEED LANDSCAPE, EXCLUDINGMEDIAN LANDSCAPING.6. CONTRACTOR SHALL COORDINATE LAYOUT OF AC REMOVALS WITHPUBLIC WORKS INSPECTOR.1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("SPECIFICATIONS") 2018EDITION, AND AMERICAN PUBLIC WORKS ASSOCIATION STD. PLANS, 2012 EDITIONAND CURRENT AMENDMENTS.2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FORTY-EIGHT (48) HOURSPRIOR TO STARTING ANY WORK; TELEPHONE NUMBER (626) 569-2150.3. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS ANDCONTRACTUAL AGREEMENT.4. NO REVISION SHALL BE MADE TO THESE PLANS WITHOUT THE PRIOR APPROVAL OFTHE CITY ENGINEER.5. THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY CONSTRUCTION PERMITS FORALL WORK AS SHOWN ON THESE PLANS FROM THE CITY OF ROSEMEAD.6. ANY CONTRACTOR PERFORMING WORK AS INDICATED HEREON FOR THIS PROJECTSHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLYFROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESEPLANS.7. THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THEREQUIREMENTS AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETYREGULATIONS. CONFORMANCE THERETO SHALL BE STRICTLY ENFORCED DURINGTHE ENTIRE LIFE OF THE CONTRACT.8. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDEOF THE PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER.ALL AC AND CONCRETE REMOVALS SHALL BE DISPOSED OF OFF-SITE.9. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AND DIMENSIONS ATTHE JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK; COMPAREACTUAL CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICHWORK IS TO BE PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTINGSTRUCTURES, EQUIPMENT, AND UTILITIES WHICH MAY AFFECT WORK.COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF EXISTINGSITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THECITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.10. THE CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARDWORKERS AND THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OFCONSTRUCTION; MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNERTHROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL EXITS OR ENTRANCES;LEAVE WORK AREA CLEAN, FREE OF DEBRIS AT THE END OF EACH DAY; AND COMPLYWITH ALL APPLICABLE CODES.11. ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BEREMOVED UTILIZING A SAW CUT (MINIMUM CUT DEPTH 1 1/2" AND/OR OTHERMETHODS AS APPROVED BY THE CITY ENGINEER.12. THE CONTRACTOR SHALL ADJUST ALL UTILITY VALVE BOXES, MANHOLES, ETC. TOGRADE UPON COMPLETION OF PAVING. CONCRETE PAVEMENT SHALL BE USED TOPATCH AROUND RAISED UTILITIES IN CONCRETE STREETS; ASPHALT CONCRETEPAVEMENT IN ASPHALT CONCRETE STREETS.13. THE CONTRACTOR SHALL REPLACE IN KIND, TO THE SATISFACTION OF THE CITYENGINEER, ANY PAVING, CURB AND GUTTER OR OTHER IMPROVEMENTS CUT,REMOVED, OR DAMAGED IN CONJUNCTION WITH THIS PROJECT.14. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE CITY, THE CITY ENGINEER AND THEIR REPRESENTATIVE,HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITHTHE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISINGFROM THE SOLE NEGLIGENCE OF THE CITY OR THE CITY ENGINEER.15. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND TRAFFIC CONTROL AT ALLTIMES TO THE SATISFACTION OF THE CITY ENGINEER, AND SHALL BE IN COMPLIANCEWITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (A.Q.M.D.) RULE 403 FORMITIGATING DUST CONTROL.16. BARRICADES WITH FLASHING LIGHTS ARE TO BE MAINTAINED ON ALL OBSTRUCTIONSWITHIN EXISTING STREET RIGHT-OF-WAYS AT ALL TIMES. CONSTRUCTION WARNINGSIGNS AND FLAGMEN ARE TO BE PRESENT AT THE JOB SITE.17. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLEFOR REPAIRING ANY DAMAGE INCURRED DUE TO HIS OPERATION.18. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (800) 422-4133TWO (2) DAYS PRIOR TO BEGINNING WORK.19. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION1-3 OF THE "SPECIFICATIONS".20. CIRCLED NUMBERS (FOR EXAMPLE, 1 ) REFER TO CONSTRUCTION LEGEND NUMBERS.1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES INVOLVED HAVEBEEN INVESTIGATED AND ALL KNOWN UTILITY CONDUITS AND SUBSTRUCTURES ARESHOWN HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOLOCATE ALL UTILITY CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ONTHESE PLANS. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIRAND/OR REPLACEMENT OF SAID UTILITY CONDUITS AND SUBSTRUCTURES DAMAGEDBY HIS OPERATION IN CONNECTION WITH THE LIMITS OF THIS PROJECT.2. EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR, UNLESSOTHERWISE NOTED. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES NOTCOVERED BY THESE PLANS SHALL BE PERFORMED BY OR UNDER THE DIRECTIONOF THE RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE CONTRACTOR.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL, IF ANY,EXISTING SURVEY MONUMENTS.4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S LICENSE ANDSHALL BE REQUIRED TO POSSESS A VALID CITY BUSINESS LICENSE WHILEPERFORMING WORK ON THIS PROJECT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITSPRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS.6. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZEDCHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE INWRITING AND MUST BE APPROVED BY THE ENGINEER1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ORSTRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OFAVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUEPRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANYOTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.2. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWNON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONSSO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK ANDTHE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORSSHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTHREGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OFCALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTIONSAFETY ORDERS."3. THE CITY ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THECONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIADEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETYORDERS."4. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE ANDCOMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THECOURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; ANDTHAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THEOWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORKON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLENEGLIGENCE OF THE OWNER OR THE ENGINEER.·STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS,JULY 2018 (STATE OF CALIFORNIA).·STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - 2012 EDITIONAMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIACHAPTERSTD. No.TITLE110-2DRIVEWAY APPROACHES111-5CURB RAMP112-2CURB & SIDEWALK JOINTS113-2SIDEWALK AND DRIVEWAY REPLACEMENT120-2CURB AND GUTTER - BARRIER122-2CROSS AND LONGITUDINAL GUTTERS132-2CONCRETE PAVEMENT REPLACEMENT133-2ASPHALT CONCRETE PAVEMENTREPLACEMENT205-1SEWER MANHOLE ADJUSTMENT206-1MANHOLE RAISING RINGSS08-001 SURVEY WELL MONUMENT21. CONTRACTOR SHALL BE RESPONSIBLE TO POTHOLE ANY AREA WHERE PROPOSED CONDUIT RUNS OR PULL BOXES MIGHT BE IN CONFLICT WITH ANY UNDERGROUND UTILITIES. CONTRACTOR SHALL BEAR ALL COST ASSOCIATED WITH POTHOLE FOR THE ENTIRE PROJECT.22. CONTRACTOR SHALL PROTECT, RELOCATE OR REPLACE IN KIND EXISTING IRRIGATION SYSTEM (PIPES, HEADS, ETC.) AS NECESSARY.GENERAL NOTES (CONT.)PRIVATE ENGINEER'S NOTICE TO CONTRACTORSNOTICE TO CONTRACTOR(S) 1COLD MILL 2-INCH EXISTING AC PAVEMENT. 2 CONSTRUCT 1.5-INCH THICK ARHM GG-C (PG 64-16) OVER1-INCH THICK LEVELING COURSE D1-(PG 64-10). 3REMOVE EXISTING 6-INCH AC PAVEMENT AND REPLACEWITH 4-INCH THICK B PG 64-10 OVER 90% COMPACTEDNATIVE. SEE DETAIL "A" 4REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CURB &24-INCH GUTTER PER SPPWC STD. PLAN 120-2. 5REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAYAPPROACH PER SPPWC STD. PLAN 110-2. 6REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK. 7CONSTRUCT PCC CURB RAMP PER SPPWC STD PLAN 111-5,CASE A, X= 4'. 8REMOVE EXISTING AND CONSTRUCT PCC LONGITUDINALCROSS GUTTER IN KIND PER SPPWC STD. PLAN 122-2. 9ADJUST TO GRADE SEWER MANHOLE PER SPPWC STDPLAN 205-2.ADJUST TO GRADE WATER/GAS VALVE, WATER METERPULLBOX.PROTECT IN PLACE. (EXISTING)INSTALL SURVEY WELL MONUMENT PER CITY OFROSEMEAD STD. PLAN S08-001.INSTALL 36-INCH PARKWAY TREE PISTACIA CHINENSIS ONTREE WELL.REMOVE EXISTING AND CONSTRUCT 8-INCHES COLOREDPCC CROSSWALK (CHROMIX) WITH LITHOCHROME COLORHARDENER PER L.M. SCOTTFIELD CO. OR APPROVEDEQUAL.CONSTRUCTION NOTES1110121314CMB4"12"2'AC OVERLAYCURB AND GUTTER DETAILN.T.SEXISTING CMB8" AC(THICK)R E V I S I O N SDATENUMBERINITIALSAPPV'D.DRAWN BY:EMJUNE, 2018CHECKED BY: ECDESIGN BY:EMPLANS PREPARED UNDER THE SUPERVISION OF:DATE:JUNE, 2018JUNE, 2018Plans Prepared By:EC + Associatesengineering807 BROOKGREEN ROADDOWNEY, CA 90240O: (562) 419-7020DATEREY ALFONSO, P.E., PUBLIC WORKS DIRECTOR, RCE C50706Know what'sbelow.before you dig.CallREDUARDO J. CARRILLO, M.S., P.E., PRINCIPAL ENGINEERVICINITY MAPTHE CITY INSPECTOR WILL LAYOUT THE PRECISE LOCATION OF ALLCONCRETE WORK, AC PATCHING AND OTHER IMPROVEMENTSSHOWN ON THE PLANS. THESE IMPROVEMENTS AS SHOWN MAYVARY SLIGHTLY AS TO LOCATION. CONTRACTOR SHALL BERESPONSIBLE FOR CONSTRUCTION AND QUANTITIES AS MARKEDOUT BY THE CITY INSPECTOR.NOTE TO CONTRACTORFOR CONSTRUCTION OF IMPROVEMENTSUTILITYTITLEWATERGOLDENSAN GABRIEL VALLEY WATER CO.11142 GARVEY AVENUEEL MONTE, CA 91733CONTACT: LUIS MONTENEGRO(626) 448-6183 X252SCE 1000 POTRERO GRANDE DRIVEMONTEREY PARK, CA 91755CONTACT: ELIAS BERMUDEZ(323) 720-5263THE GASCOMPANY9400 OAKDALE,CHATSWORTH, CA 91311-6511CONTACT:VMICHAEL DUENAS(714) 634-7265CHARTERSPECTRUM4781 IRWINDALE AVENUEIRWINDALE, CA 91706CONTACT: JESSE GONZALES(626) 430-3570AT&T 8633 GRAND AVENUEROSEMEAD, CA 91770CONTACT: STEVE GILLESPIE(626) 570-719334-INCH AC B(PG 64-10)BASE COURSE.90% COMPACTEDNATIVE.DETAIL "A"AC PAVEMENT RECONSTRUCTIONCOLORIZED CONCRETE CROSSWALKN.T.S.1'-0"'-0"1'-0"REVISED PER ADDENDUM 3111Revised crosswalk width7/28/211City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3Document Control Page 10 of 13
SSSSSSSS36583667365836678560856138373833382737303800380638103820382838383849385585608559384638543860386838723874GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0010+2510+5010+7511+2511+5011+7512+2512+5012+7513+2513+5013+7514+2514+5014+7515+2515+5015+7516+2516+5016+7517+2517+5017+7518+2518+5018+7519+2519+5019+7520+2520+5020+7521+2521+5021+7522+2510+5011+5012+5013+5014+5015+5016+5017+5018+5019+5020+5021+50SSSSSSSSSSSSS4019-40234025-402940314035-403741054107856085613880392785488547390439108614860940184022402840364106GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASwwwwwwwwwwwwwwwwwwwwwwGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww23+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0022+2522+5022+7523+2523+5023+7524+2524+5024+7525+2525+5025+7526+2526+5026+7527+2527+5027+7528+2528+5028+7529+2529+5029+7530+2530+5030+7531+2531+5031+7532+2532+5032+7533+2533+5033+7534+2534+5034+7535+2535+5022+5023+5024+5025+5026+5027+5028+5029+5030+5031+5032+5033+5034+5035+50BEGIN CONSTRUCTIONSTA. 9+55
SHEET 2 OF 7CITY OF ROSEMEADNSCALE 1" = 40'0040'80'LEGENDSTSPROPOSEDAC OVERLAYPROPOSED PCC AREASWATER VALVESTREET LIGHTING PULLBOXSTREET LIGHTING POLESEWER MANHOLEADDRESS825CATCH BASIN & LOCALDEPRESSIONWMWATER METERPOWER POLEPPROPOSEDAC PATCHSEE SHEET 3 OF 7
STA. 35+50 1COLD MILL 2-INCH EXISTING AC PAVEMENT. 2 CONSTRUCT 1.5-INCH THICK ARHM GG-C (PG 64-16) OVER1-INCH THICK LEVELING COURSE D1-(PG 64-10). 3REMOVE EXISTING 6-INCH AC PAVEMENT AND REPLACEWITH 4-INCH THICK B PG 64-10 OVER 90% COMPACTEDNATIVE. SEE DETAIL "A" 4REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CURB &24-INCH GUTTER PER SPPWC STD. PLAN 120-2. 5REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAYAPPROACH PER SPPWC STD. PLAN 110-2. 6REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK. 7CONSTRUCT PCC CURB RAMP PER SPPWC STD PLAN 111-5,CASE A, X= 4'. 8REMOVE EXISTING AND CONSTRUCT PCC LONGITUDINALCROSS GUTTER IN KIND PER SPPWC STD. PLAN 122-2. 9ADJUST TO GRADE SEWER MANHOLE PER SPPWC STDPLAN 205-2.ADJUST TO GRADE WATER/GAS VALVE, WATER METERPULLBOX.PROTECT IN PLACE. (EXISTING)INSTALL SURVEY WELL MONUMENT PER CITY OFROSEMEAD STD. PLAN S08-001.INSTALL 36-INCH PARKWAY TREE PISTACIA CHINENSIS ONTREE WELL.REMOVE EXISTING AND CONSTRUCT 8-INCHES COLOREDPCC CROSSWALK (CHROMIX) WITH LITHOCHROME COLORHARDENER PER L.M. SCOTTFIELD CO. OR APPROVEDEQUAL.CONSTRUCTION NOTES1110121314CONSTRUCTION PLANSEE RIGHT ABOVESTA. 22+25
E'LY R/W CL2'-6"30'SIDEWALKEXISTINGW'LY R/W 30'64'80'LANDSCAPEEXISTINGWALNUT GROVE AVE.(FROM MARSHALL ST. TO MISSION DR.)TYPICAL SECTIONN.T.S6"2'5'2'6"LANDSCAPEEXISTING1 22'-6"5'1 2
SEE LEFT BELOW
STA. 22+25R E V I S I O N SDATENUMBERINITIALSAPPV'D.DRAWN BY:EMJUNE, 2018CHECKED BY: ECDESIGN BY:EMPLANS PREPARED UNDER THE SUPERVISION OF:DATE:JUNE, 2018JUNE, 2018Plans Prepared By:EC + Associatese n g i n e e r i n g807 BROOKGREEN ROADDOWNEY, CA 90240O: (562) 419-7020DATEREY ALFONSO, P.E., PUBLIC WORKS DIRECTOR, RCE C50706Know what'sbelow.before you dig.CallREDUARDO J. CARRILLO, M.S., P.E., PRINCIPAL ENGINEER101210100'18'72'10'101010161060'30'30'10'20'20'10'60'30'30'10'20'20'10'60'30'30'10'20'20'10'100'50'50'12'38'38'12'100'50'50'12'38'38'12'40'20'20'7'13'13'7'99999999910101010999101010RALPH ST.SHEA PL.NORWOOD PL.MARSHALL ST.GUESS STVALLEY BLVDVALLEY BLVD.WALNUT GROVE AVE.WALNUT GROVE AVE.MARSHALL ST.80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'12121212121220'10911111111111191010991212121211'1212456 LF
11310'10'991413'13'13'1413'13'13'13'11WALNUT GROVE AVE.STREET RESURFACING PROJECT - PHASE IFROM MARSHALL ST. TO STA. 35+50EXISTINGCROSS GUTTER11REVISED PER ADDENDUM 3111113'1Revised crosswalk width (revised width not to scale onthis plan)7/28/211111City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3Document Control Page 11 of 13
SSSSSSSSSSS44264433442244144406443044284418441244084405860243064302431943154295 - 43094283- 43934269-42814253-42674225420242104217422242284219-21-234207-09-114121-4123415141894125-41274213-15-174201-03-054113-1541124118412086044126GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0035+5035+7536+2536+5036+7537+2537+5037+7538+2538+5038+7539+2539+5039+7540+2540+5040+7541+2541+5041+7542+2542+5042+7543+2543+5043+7544+2544+5044+7545+2545+5045+7546+2546+5046+7547+2547+5047+7548+2548+5048+7535+5036+5037+5038+5039+5040+5041+5042+5043+5044+5045+5046+5047+5048+50GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwSSSS47204716SSSSSSSS47034709471547234729453945524542453045208605453345274521451545094503449786048605860344534447GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww49+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0048+7549+2549+5049+7550+2550+5050+7551+2551+5051+7552+2552+5052+7553+2553+5053+7554+2554+5054+7555+2555+5055+7556+2556+5056+7557+2557+5057+7558+2558+5058+7559+2559+5059+7560+2560+5060+7561+2561+5061+7562+2562+5049+5050+5051+5052+5053+5054+5055+5056+5057+5058+5059+5060+5061+5062+50SHEET 3 OF 7SEE SHEET 2 OF 7STA. 35+50
LEGENDSTSPROPOSEDAC OVERLAYPROPOSED PCC AREASWATER VALVESTREET LIGHTING PULLBOXSTREET LIGHTING POLESEWER MANHOLEADDRESS825CATCH BASIN & LOCALDEPRESSIONWMWATER METERPOWER POLEPPROPOSEDAC PATCHSEE LEFT BELOW
STA. 48+75 1COLD MILL 2-INCH EXISTING AC PAVEMENT. 2 CONSTRUCT 1.5-INCH THICK ARHM GG-C (PG 64-16) OVER1-INCH THICK LEVELING COURSE D1-(PG 64-10). 3REMOVE EXISTING 6-INCH AC PAVEMENT AND REPLACEWITH 4-INCH THICK B PG 64-10 OVER 90% COMPACTEDNATIVE. SEE DETAIL "A" 4REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CURB &24-INCH GUTTER PER SPPWC STD. PLAN 120-2. 5REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAYAPPROACH PER SPPWC STD. PLAN 110-2. 6REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK. 7CONSTRUCT PCC CURB RAMP PER SPPWC STD PLAN 111-5,CASE A, X= 4'. 8REMOVE EXISTING AND CONSTRUCT PCC LONGITUDINALCROSS GUTTER IN KIND PER SPPWC STD. PLAN 122-2. 9ADJUST TO GRADE SEWER MANHOLE PER SPPWC STDPLAN 205-2.ADJUST TO GRADE WATER/GAS VALVE, WATER METERPULLBOX.PROTECT IN PLACE. (EXISTING)INSTALL SURVEY WELL MONUMENT PER CITY OFROSEMEAD STD. PLAN S08-001.INSTALL 36-INCH PARKWAY TREE PISTACIA CHINENSIS ONTREE WELL.REMOVE EXISTING AND CONSTRUCT 8-INCHES COLOREDPCC CROSSWALK (CHROMIX) WITH LITHOCHROME COLORHARDENER PER L.M. SCOTTFIELD CO. OR APPROVEDEQUAL.CONSTRUCTION NOTES1110121314CITY OF ROSEMEADCONSTRUCTION PLANNSCALE 1" = 40'0040'80'R E V I S I O N SDATENUMBERINITIALSAPPV'D.DRAWN BY:EMJUNE, 2018CHECKED BY: ECDESIGN BY:EMPLANS PREPARED UNDER THE SUPERVISION OF:DATE:JUNE, 2018JUNE, 2018Plans Prepared By:EC + Associatese n g i n e e r i n g807 BROOKGREEN ROADDOWNEY, CA 90240O: (562) 419-7020DATEREY ALFONSO, P.E., PUBLIC WORKS DIRECTOR, RCE C50706Know what'sbelow.before you dig.CallREDUARDO J. CARRILLO, M.S., P.E., PRINCIPAL ENGINEERSEE RIGHT ABOVESTA. 48+75
SEE SHEET 4 OF 7STA. 62+25SCOTT ST.WALNUT GROVE AVE.ABILENE ST.EDMOND DR.WELLS ST.RIO DELL ST.BLUE CIR.SCOTT LN.80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'80'40'40'8'32'32'8'912121212121254'27'27'7'20'20'7'50'25'25'7'18'17'7'54'27'27'9'18'18'9'40'20'20'WALNUT GROVE AVE.50'25'25'10'15'15'10'51'25'25'10'15'15'10'9999999999991010101010101010E'LY R/W CL2'-6"30'SIDEWALKEXISTINGW'LY R/W 30'64'80'LANDSCAPEEXISTINGWALNUT GROVE AVE.(FROM MARSHALL ST. TO MISSION DR.)TYPICAL SECTIONN.T.S6"2'5'2'6"LANDSCAPEEXISTING1 22'-6"5'1 210121228'28'80'40'40'12'12'1299999980'40'40'8'32'32'8'80'40'40'12'28'28'12'1012121112MISSION DR.MISSION DR.80'40'40'8'32'32'8'83'41'42'9'32'32'10'91413'13'13'13'14WALNUT GROVE AVE.STREET RESURFACING PROJECT - PHASE IFROM STA. 35+50 TO STA. 62+25REVISED PER ADDENDUM 3Revised crosswalk width (revised width not to scale onthis plan)17/28/211111City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3Document Control Page 12 of 13
w w w w w w w w w w w w w
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwSSSSS487048644858485248464840483448734861485548494843483948288511490848224814480848024833482034811481748214827474047324726SS47294754S62+0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+007562+2562+5062+7563+2563+5063+7564+2564+5064+7565+2565+5065+7566+2566+5066+7567+2567+5067+7568+2568+5068+7569+2569+5069+7570+2570+5070+7571+2571+5071+7572+2572+5072+7573+2573+5073+7574+2574+5062+5063+5064+5065+5066+5067+5068+5069+5070+5071+5072+5073+5074+5075+0076+0077+0078+0079+0079+8574+5074+7575+2575+5075+7576+2576+5076+7577+2577+5077+7578+2578+5078+7579+2579+5079+7574+5075+5076+5077+5078+5079+50SHEET 4 OF 7LEGENDSTSPROPOSEDAC OVERLAYPROPOSED PCC AREASWATER VALVESTREET LIGHTING PULLBOXSTREET LIGHTING POLESEWER MANHOLEADDRESS825CATCH BASIN & LOCALDEPRESSIONWMWATER METERPOWER POLEPPROPOSEDAC PATCH 1 COLD MILL 2-INCH EXISTING AC PAVEMENT. 2 CONSTRUCT 1.5-INCH THICK ARHM GG-C (PG 64-16) OVER1-INCH THICK LEVELING COURSE D1-(PG 64-10). 3 REMOVE EXISTING 6-INCH AC PAVEMENT AND REPLACEWITH 4-INCH THICK B PG 64-10 OVER 90% COMPACTEDNATIVE. SEE DETAIL "A" 4 REMOVE EXISTING AND CONSTRUCT 8-INCH PCC CURB &24-INCH GUTTER PER SPPWC STD. PLAN 120-2. 5 REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAYAPPROACH PER SPPWC STD. PLAN 110-2. 6 REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK. 7 CONSTRUCT PCC CURB RAMP PER SPPWC STD PLAN 111-5,CASE A, X= 4'. 8 REMOVE EXISTING AND CONSTRUCT PCC LONGITUDINALCROSS GUTTER IN KIND PER SPPWC STD. PLAN 122-2. 9 ADJUST TO GRADE SEWER MANHOLE PER SPPWC STDPLAN 205-2.ADJUST TO GRADE WATER/GAS VALVE, WATER METERPULLBOX.PROTECT IN PLACE. (EXISTING)INSTALL SURVEY WELL MONUMENT PER CITY OFROSEMEAD STD. PLAN S08-001.INSTALL 36-INCH PARKWAY TREE PISTACIA CHINENSIS ONTREE WELL.REMOVE EXISTING AND CONSTRUCT 8-INCHES COLOREDPCC CROSSWALK (CHROMIX) WITH LITHOCHROME COLORHARDENER PER L.M. SCOTTFIELD CO. OR APPROVEDEQUAL.CONSTRUCTION NOTES1110121314CITY OF ROSEMEADCONSTRUCTION PLANNSCALE 1" = 40'0040'80'R E V I S I O N SDATENUMBERINITIALSAPPV'D.DRAWN BY:EMJUNE, 2018CHECKED BY: ECDESIGN BY:EMPLANS PREPARED UNDER THE SUPERVISION OF:DATE:JUNE, 2018JUNE, 2018Plans Prepared By:EC + Associatese n g i n e e r i n g807 BROOKGREEN ROADDOWNEY, CA 90240O: (562) 419-7020DATEREY ALFONSO, P.E., PUBLIC WORKS DIRECTOR, RCE C50706Know what'sbelow.before you dig.CallREDUARDO J. CARRILLO, M.S., P.E., PRINCIPAL ENGINEERSEE RIGHT ABOVE
STA. 74+50
SEE LEFT BELOW
STA. 74+50HALKETT AVE.HALKETT AVE.GRAND AVE.GRAND AVE.WALNUT GROVE AVE.28'28'54'27'27'12'15'15'13'56'80'40'40'12'28'28'12'73'36'37'5'32'5'30'30'10'20'20'10'59'31'1291248'59'29'30'9'20'20'10'1010910109WALNUT GROVE AVE.40'40'80'12'12'121291010E'LY R/W CL2'-6"30'SIDEWALKEXISTINGW'LY R/W
30'64'80'LANDSCAPEEXISTINGWALNUT GROVE AVE.(FROM MARSHALL ST. TO MISSION DR.)TYPICAL SECTIONN.T.S6"2'5'2'6"LANDSCAPEEXISTING1 22'-6"5'1 2
E'LY R/W CL7'-6"26'SIDEWALKEXISTINGW'LY R/W
30'64'80'LANDSCAPEEXISTINGWALNUT GROVE AVE.(FROM MISSION DR. TO GRAND AVE.)TYPICAL SECTIONN.T.S6"2'4'2'6"LANDSCAPEEXISTING1 21 24'7'-6"W= 14', X= 4'
20'X 5' SDWLK
9SEE SHEET 3 OF 7STA. 62+2528'28'12'15'15'13'
END OF CONSTRUCTION
STA. 77+37 1413'121273'36'37'5'32'5'31'WALNUT GROVE AVE.STREET RESURFACING PROJECT - PHASE IFROM STA. 62+25 TO STA. 77+3715617/15/2021Revised construction notesREVISED PER ADDENDUM 3Revised crosswalk width (revised width not to scale onthis plan)227/28/21City of Rosemead, California, Walnut Grove Resurfacing Phase I Addendum 3Document Control Page 13 of 13