THE BOARD OF SUPERVISORS OF THE COUNTY OF STANISLAUS ACTION AGENDA SUMMARY

DEPT: Public works& BOARD AGENDA # *C-2

Urgent C] Routine AGENDADATE February 12, 2008

CEO Concurs with Recommendation YES NO 415 Vote Required YES NO (Information Attached)

SUBJECT:

Approval to Adopt Plans and Specifications for Federal Project No. CML-5938(139) Titled "Sisk Road at Bangs Avenue Traffic Signal" and Set the Bid Opening Date and Time for March 19, 2008, 2:00 P.M.

STAFF RECOMMENDATIONS:

1. Adopt plans and specifications for Federal Project No. CML-5938(139) Titled "Sisk Road at Bangs Avenue Traffic Signal" and set the bid opening date and time for March 19, 2008. 2:00 P.M.

2. Direct the Clerk of the Board to publish notice inviting bids for the project as required by law and set March 19, 2008, prior to 2:00 P.M., as the deadline for submission of bids.

3. Direct the Auditor/Controller to make the necessary budget adjustments per the financial transaction sheet.

(Continued on Page 2)

FISCAL IMPACT:

The total anticipated cost for this project is $250,680. The project is funded 88.53% from Congestion Mitigation and Air Quality Improvement Program (CMAQ) funds and 11.47% from Public Works funds. The Department anticipates using fund balance to provide the local match portion. At this time, $5,000 is required for reproduction costs, advertisement costs and other agency costs associated with the bid process.

BOARD ACTION AS FOLLOWS:

ATTEST: CHRISTINE FERRARO TALLMAN, Clerk File No.

Approval to Adopt Plans and Specifications for Federal Project No. CML-5938(139) Titled "Sisk Road at Bangs Avenue Traffic Signal" and Set the Bid Opening Date and Time for March 19, 2008, 2:00 P.M.

4. Direct the Public Works Department staff to mail the notice inviting bids to trade journals as required by law.

DISCUSSION:

This project consists of the installation of traffic signals at the intersection of Sisk Road and Bangs Avenue. This intersection is currently a three-legged intersection with a stop sign on Bangs Avenue. Improvements are needed to accommodate additional traffic related to general growth in the region.

On October 3, 2006, the Board of Supervisors awarded a consulting engineering contract to Associated Engineering Group, Inc. for the design of the Sisk Road at Bangs Avenue Traffic Signal project. Upon Board approval, the Department of Public Works entered into a contract with Associated Engineering to provide professional engineering services for the signalization of Sisk Road at Bangs Avenue.

Associated Engineering has completed the design for this project.

This project is exempt from the California Environmental Quality Act (CEQA) under Title 14, Section 15301 (Existing Facilities) of the California Code of Regulations.

The project is anticipated to begin construction on April 28, 2008 and end June 9, 2008.

POLICY ISSUES:

The Board should consider if the recommended actions are consistent with its priorities of providing a safe community, a healthy community and a well-planned infrastructure system.

STAFFING IMPACT:

County staff will be used to oversee construction administration and inspection. No additional staff is needed at this time.

PS:la L:\ROADS\9435 - Sisk Rd at Bangs Ave\Design Division\Board Items\Adopt & Bid.doc

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AUDITOR-CONTROLLER BUDGET JOURNAL

Balance Type Category Source Currency Budget Name Batch Name Journal Name Journal description Period Organization

1 LEGAL BUDGET I

I Sisk Rd @ Bangs Ave Traffic Signal I J U L-07 to J U N-081 Stanislaus Budget Org I Coding Structure Debit Credit

Line Fund Org / Account 1 GIL Proj 1 LOC I Misc incr appropriations decr appropriations Description

4 7 5 1 7 6 6 decr est revenue incr est revenue 1 1102 40310 63280 9435 0 0 .O 5,000.00 2 1102 40310 63280 0 0 0 0 5,000.00 3 I

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251 I I 1 / .O Totals 5.000.00 5.000.00

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Sisk Rd @ Bangs Ave Traffic Signal .----------------- ------------------ ........................................................................................................... Adopt Plans and Specifications .---- ...........................................................................................................................................

Requesting Department /-CEO- Auditors Office Only

Signature Signature Prepared By Admi App oval ($75K+)

1 /29/08 * - , ,. L ' L . , / L 3

Date Date Date 1]3,,/3b

Date

Contact p Person & Phone Number Page 1 of

INVITATION TO CONTRACTORS

"Sisk Road at Bangs Avenue Traffic Signal Project Federal Aid No. CML5938(139)"

Owner is Stanislaus County, Modesto CA; Engineer's Estimate is between $200,000 and $250,000; Sealed bids are due before 2:00 P.M., March 19, 2008, to the Clerk of the Board of Supervisors, 1010 loth Street, Ste. 6500, Modesto, CA 95354; Project contact is Robert Meleg, melegr@stancounty.com. or Fax: 209-525-4183. Work to be accomplished includes installation of traffic signals at the intersection of Sisk Road and Bangs Avenue, and other such items not mentioned herein that are required by the plans and specifications. Plans and specifications are available for purchase from Stockton Blue, Modesto CA, 209-524-2924 and can be viewed at www.stocktonblue.com under "Public Plan Room".

DECLARATION OF PUBLICATION (C.C.P. S2015.5)

COUNTY OF STANISLAUS STATE OF CALIFORNIA

I am a citizen of the United States and a resident Of the County aforesaid; I am over the age of Eighteen years, and not a party to or interested In the above entitle matter. I am a printer and Principal clerk of the publisher of THE MODEST0 BEE, printed in the City of MODESTO, County of STANISLAUS, State of California, daily, for which said newspaper has been adjudged a newspaper of general circulation by the Superior Court of the County of STANISLAUS, State of California, Under the date of February 25,1951, Action No. 46453; that the notice of which the annexed is a printed copy, has been published in each issue there of on the following dates, to wit:

FEBRUARY 19, 2008

I certify (or declare) under penalty of perjury That the foregoing is true and correct and that This declaration was executed at MODESTO, California on

FEBRUARY 19, 2008

INVITATION TO CONTRACTORS "Sisk Road at Bangs Avenue Traffic Signal Proiect

Federal Aid No. CML5938(139)" pwner is Stanislaus County, Modesto CA; Engi- heer's Estimate is between $200,000 and $250,000; Sealed bids are due before 2:00 P.M., March 19, 2008, to the Clerk of the Board of Supervisors, 1010 10th Street, Ste. 6500, Modesto, CA 95354; Proiect contact is Robert Meleg, melegr@stancounty.com. or Fax: 209-525-4183. Work to be accomplished in- cludes installation of traffic signals at the intersec- tion of Sisk Road and Bangs Avenue, and other such items not mentioned herein that are required by the plans and specifications. Plans and specifications are available for purchase from Stockton Blue, Mo- desto CA, 209-524-2924 and can be viewed at www.stocktonblue.com under "Public Plan Room". FEBRUARY 19,2008

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CLIENT CONTACTMR. MICHAEL S. LUEVANOASSISTANT EN6INEERVESI6N SECTION", EN6INEERIN6 DIVISIONSTANISLAUS COUNTYDEPARTMENT OF PUBL I C HORKS/7/6 MOR6AN ROADMOVESTO, CALIFORNIA q5358PH.: (2oq) 567-488/FAX: (2oq) 525-4188

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UTILITY CONTACTSSTORM 1JRAINA6E '" STANISLAUS COUNTY PUBLIC HORKS

ATTN.: PAUL SAINI PH. (20C1) 525-7506

SANITARY SEHER '" SALIDA SANITARY SEHER DIST.ATTN.: LINDA HALKER PH. (2oq) 545-4q87

VOMESTIC HATER '" CITY OF MOVESTOATTN.: DAVE SAVIV6E PH. (2oq) 342-2206

ELECTRIC", MOVESTO IRRI6ATION DISTRICTATTN.: VESI MORENO PH. (2oq) 526-7438

6AS '" PACIFIC 6AS AND ELECTRIC COMPANYATTN.: JIM HIROi"IEK PH. (2oq) 576-6648

TELEPHONE '" SBCATTN.: BRIV6ETTE FAUBERT PH. (20<1) 578-7/85

CABLE TELEVISION'" COMCAST CABLEATTN.: 6RE6 HILLIAMS PH. (2oq) q55-6543

IRRI6ATION '" MOVESTO IRRI6ATION DISTRICTATTN.: DAVE COLBY PH. (20<1) 526-7567

APPROVE!) BY STANISLAUS COUNTY, CALIF. CALL USA TOLL FREE800-227-2600

RYAN CARREl, R.C.E. 61619

DAVE SKIDMORE, LS. 7126

BYSTEVE ERICKSON ~ ROAD COMMISSIONER

BEFORE PLANTI N6 TREES, TRENCH I N6,DI66IN6 FENCE POST HOLES, BLASTIN6,6RAVIN6, EXCAVATIN6, VRILLIN6, PIPEPUSHI N6, ETC., CALL UNDERGROUNDSERVICE ALERT FOR UNDER6ROUNDCLEARANCE.USA HILL PROVIDE INFORMATION ABOUT,OR LOCATE AND HARK UNDER6ROUNDFACILITIES FOR YOU.

SENCH1'1ARK1~" BRASS DISK SET IN ELECTROLlERFOUNDATION AT THE INTERSECTION OFTECHNOL06Y DRIVE <1 ENTERPRISE NAY

ELEVATION, 70.77 (US6S DATUH)

DRAWN BY: KEVIN

DATE: .JAN. 8, 2CXJ7

SCALE: NONE

DWG: 536-COVER

CHECKED: R. D. C.

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UTI LIlY LOCAT IONSEXISTING UNDERGROUND UTILITIES SHONN ARE TAKEN FROM RECORD INFORMATION TO AID THE CONTRACTOR. THE CONTRACTORSHALL VERIFY THE LOCATIONS, BOTH VERTICAL AND HORIZONTAL, OF ALL EXISTING UNDERGROUND LINES AND NOTIFY THEENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO NORK.

A) EXISTING UTILITIES ARE SHONN AS THEY ARE BELIEVEV TO EXIST FROM RECORDS SUPPLIED BY OTHERS. THE ONNER ANDENOlNEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE COMMENCEMENT OF HORK, THE CONTRACTOR SHALLHAVE EACH UTILITY COMPANY ACCURATB..Y LOCATE IN THE FIELD THEIR MAINS AND SERVICE LINES. IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCEOF THIS CONTRACT. CONTACT U. S.A. AT PH. 800-227-2600

NOTE, SECTION 1540 (A)( 1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8, CALIFORNIA ADMINISTRATION CODE SECTION 1540)ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETYAND HEALTH ACT OF I Q73, AS A1'1ENDED, NH I CH STATES,

"PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE NHETHER UNDERGROUND INSTALLATION I.E., SEJAIER,HATER, FUEL, ELECTRIC LINES, ETC. WILL BE ENCOUNIEREJ) AND IF SO, HHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED.HHEN EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERHlNEDBY CAREFUL PROBING OR HAND DI66ING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE INSTALLATION.ALL KNONN ONNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED NORK AT LEAST 48HOURS PRIOR TO THE START OF ACWAL EXCAVATION. "

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THE CONTRACTOR SHALL CONDUCT HIS HORK TO INTERFERE AS LITTLE AS POSSIBLE HITH THE PUBLIC TRAVEL, HHETHERVEHICULAR OR PEDESTRIAN. HHENEVER IT IS NECESSARY TO CROSS, OBSTRUCT, OR CLOSE ROADS, DRIVEWAYS ANV HALKS, PUBLICOR PRIVATE, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUITABLE AND SAFE VETOURS, OR TEMPORARY EXPEDIENTS FOR THEAcc.OMHODATION OF PUBLIC AND PRIVATE TRAVEL AND SHALL 6IVE REASONABLE NOTICE TO OHNERS OF PRIVATE DRIVES BEFOREINTERFERIN6 HITH THEM. SUCH MAINTENANCE OF TRAFFIC HILL NOT BE REQUIRED HHEN THE CONTRACTOR HAS OBTAINED HRITTENPERMISSION FROM THE OHNER AND TENANT OF PRIVATE PROPERTY OR FROM AUTHORITY HAVIN6 JURISDICTION OVER PUBLIC PROPERTYINVOLVED, TO OBSTRUCT TRAFFIC AT THE VESI6NATEP POINT.

THE CONTRACTOR SHALL ADHERE TO ALL REGlUlREHENTS OF THE LATEST EDITION OF THE STATE OF CALIFORNIA, MANUAL OF TRAFFIC CONTROLSFOR CONSTRUCTION AND MAINTENANCE ZONES. ANY PROPOSED DEVIATION OR MODIFICATIONS TO THESE TRAFFIC CONTROL REGlUlREHENTS SHALLBE SUBHITTEP TO THE COUNTY FOR APPROVAL.

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEPERAL SAFETY RE6ULATIONS PERTAININ6 TO HIS OPERATIONS. HE SHALL PROVIDEALL LI6HTS, SI6NS, BARRICAVES, FLA6 HEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. THE CONTRACTOR'S ATTENTION IS CALLED TO THEREGlUlREHENTS OF TITLE 8 OF THE CALIFORNIA ADMINISTRATIVE CODE, SUBCHAPTER 4, ARTICLE 6, "EXCAVATIONS, TRENCHES, EARTHHORK."

ALL BARRICAVES AND OBSTRUCTIONS SHALL BE ILLUMINATED HITH HARNIN6 LI6HTS FROM SUNSET TO SUNRISE. MATERIAL ST0RA6E AND CONDUCT OFTHE HORK ON OR ALON6SIDE PUBLIC SIREE1"S AND HI6HHAYS SHALL CAUSE THE MINIMUM OBSTRUCTION AND INCONVENIENCE TO THE TRAVELIN6 PUBLIC.

ALL BARRICAVES, SI6NS, LI6HTS AND OTHER PROTECTIVE DEVICES SHALL BE INSTALLED AND MAINTAINED IN CONFORHANCE HITH APPLICABLE STATUTORYREQUlREHENTS.

UTILITIES AND OTHER CONCERNED A6ENCIES SHALL BE CONTACTED AT LEAST FORTY-EI6HT HOURS PRIOR TO CUTTIN6 OR CLOSIN6 A SIREEI OR OTHER TRAFFICAREA, EXCAVATIN6 NEAR UNVER6ROUND UTILITIES OR POLE LINES, OR PERFORHIN6 HORK HHICH HILL AFFECT THEIR OPERATIONS. THE CONTRACTOR SHALL CONTACTUNVER6ROUND SERVICE ALERT AT PH, (800) 221-2600 TO LOCATE ALL UNVER6ROUND UTILITIES PRIOR TO CONSTRUCTION.

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1 . ALL HORK TO BE VONE SHALL BE VONE IN ACCORVANCE WI TH THE REGIUI REHENTS OF THE COUNTYOF STANISLAUS VEPARTHENT OF PUBLIC HORKS STANVARV SPECIFICATIONS ANV THE LATEST EPITIONOF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANVARV SPECIFICATIONS.

2. THE VETAILS RE:FEt<J<EV TO ON THIS PLAN ARE THOSE AS SHOYiN IN THE CALIFORNIA DEPARTMENT OFTRANSPORTATION, TRAFFIC MANUAL, CHAPTER 6, "MARKIN6S".

3. THE CONTRACTOR SHALL RB10VE ANV REPLACE ALL EXISTIN6 PAVEMENT MARKIN6S THAT HOULD CONFLICT WITHEXISTIN6 TRAFFIC PATTERNS. REMOVAL SHALL BE VONE BY SANVBLASTIN6 OR OTHER METHODS APPROVED BYTHE EN6INEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY STRIPIN6 THAT HAY BE REGlUlREV.RESTRlPE THE EXISTIN6 STRIPIN6 ANV PAVEMENT MARKIN6S USIN6 THERHOPLASTIC TO 350' EACH HAY FROM THEINTERSECTION LIMIT LINES, MINIMUM.

4. ALL LINES ANV LE6ENVS SHALL BE INSTALLEP USIN6 THERHOPLASTIC ANV RAISEP CERAMIC MARKERS UNLESS OTHERNlSENOTEP ON THE PLANS.

6ENERAL NOTES

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5. THE CONTRACTOR SHALL PROVIDE ANV MAINTAIN A SAFE AND AVEGlUATE MEANS OF CHANNELIZIN6 PEDESTRIAN TRAFFICAROUNV ALL HORK AREAS THROU6HOUT THE DURATION OF THE CONSTRUCTION. ALL SUCH CHANNELIZATION SHALL BE ARRAN6EPTO PREVENT PEDESTRIANS FROM HAVIN6 TO ENTER THE ROAVNAY IN ORDER TO PASS AROUND THE PROJECT HORK AREA.

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SHEET

DRAWN BY: KEVINDATE: JAN. 8, 2007

1"-20'SCALE: -

DWG: 536-EROSION

CHECKED: R. D. C.JOB# 536-06

RYAN CARREL, R.C.E. 61619DAVE SKIDMORE, L.S. 7126

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II. TEMPORARY CONCRETE HASH OUT AREAS SHALL BE LOCATED A MINI1'1UM OF 50 FEET FROM STORM DRAIN INLETS,OPEN DRAlNAISE FACILITIES OR HATERCOURSES. TEMPORARY CONCRETE HASHOUT AREAS SHALL BE CONSTRUCTEDHITH A PIT OR BERMED AREA AND BE MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUIDAND CONCRETE HASTE 6ENERATED BY HASHOUT OPERATIONS. HASH OUT AREAS SHALL BE CONSTRUCTED HITH A 10FOOT MINIMUM HI DTH .

12. ONCE CONCRETE HASTES ARE HASHED INTO THE DESI6NATED AREA AND ALLOHED TO HARDEN, THE CONCRETESHALL BE BROKEN UP, REMOVED, AND DISPOSED OF PER BMP HM-5, "SOLID HASTE MANA6EMENT", AND INCONFORMANCE HITH THE PROVISIONS IN THE STATE STANDARD SPECIFICATIONS, SECTION 15-3.02, "REMOVALMETHODS". DISPOSE OF HARDENED CONCRETE ON A RE6ULAR BASIS.

13. TEMPORARY HASH OUT AREAS SHALL BE LI NED HI TH POLYETHYLENE PLASTIC LI NI N6 MA TERIAL THAT I S AMINI1'1UM OF 60 1'1IL THICKNESS, FREE FROM HOLES, TEARS OR OTHER DEFECTS THAT HOULD COMPROMISE THEIMPER1'1EABILITY OF THE MATERIAL.

14. HHEN TEMPORARY HASH OUT FACILITIES ARE NO LONISER REQUIRED FOR THE HORK, THE HARDENED CONCRETESHALL BE REMOVEr> AND DISPOSED OF AS NOTED ABOVE. MATERIALS USED TO CONSTRUCT TEMPORARY HASH OUTFACILITIES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVEV FROM THE SITE AND BEDISPOSED OF IN ACCORDANCE HITH STATE STANDARD SPECIFICATIONS, SECTION 7-1.13.

8. IF POSSIBLE, SILT FENCE FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF ...JOINTS.HHEN ...JOINTS ARE NECESSARY, FILTER FABRIC SHALL BE SPLICED AT A SUPPORT POST, HITH A MINIMUM OF 6"OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST.

q. SIL T FENCES SHALL BE REMOVEr> HHEN THEY HAVE SERVEr> THEI R USEFUL PURPOSE, BUT NOT BEFORE THEUPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.

10. FILTER FABRIC SHALL BE NO. 2125 AS MANUFACWRED BY AMOCO CONSTRUCTION FABRICS, OR APPROVEV EQUAL.

SILT FENCES

15. THE STATE HATER RESOURCES CONTROL BOARD HAS RECEIVED AND PROCESSED THE NOTICE OF INTENT TO COMPLYHITH THE TERMS OF THE 6ENERAL PERMIT TO DISCHARISE STORM HATER ASSOCIATED CONSTRUCTION ACTIVITY.THE HOID IDENTIFICATION NUMBER IS , FOR ANY COMMUNICATIONS RElSARDIN6 THIS PERMIT.

FU6ITIVE OUST CONTROL

I. ALL HORK TO BE DONE SHALL BE DONE IN ACCORDANCE HITH THE COUNTY OF STANISLAUS STANDARDS AND THESTATE OF CALIFORNIA, DEPART/'1ENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANA6E1'1ENT PRACTICES(BMPs) MANUAL.

2. THIS EROSION CONTROL PLAN HAS PREPARED AS AN EXHIBIT TO THE STORM HATER POLLUTION PREVENTION PLAN(S.H.P.P.P.) FOR THE SIREEI IMPROVEMENT PLANS FOR TRAFFIC SI6NAL PRO...JECT AT SISK ROAD AND BAN6SAVENUE, AS REQUIRED BY THE STATE HATER RESOURCES CONTROL BOARD. THE FACILITIES SHOHN ON THIS PLANARE DESI6NED TO CONTROL SEDI1'1ENT DURIN6 THE RAINY SEASON. EROSION CONTROL MEASURES ARE TO BEOPERABLE PRIOR TO OCTOBER 1ST THROUISH APRIL 15TH OF ANY YEAR THAT ISRADIN6 OPERATIONS HAVE LEFTAREAS UNPROTECTED FROM EROSION. NO ISRADIN6 HILL OCCUR BETHEEN OCTOBER 15TH AND APRIL 1ST, UNLESSAUTHORIZED BY THE DIRECTOR OF PUBLIC HORKS.

3. THE AREA OF THIS PRO...JECT IS 0.15 ACRES.

4. DURIN6 THE RAINY SEASON ALL PAVEV AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THESITE SHALL BE MAINTAINED SO AS TO MINI1'1IZE SEDI1'1ENT LADEN RUNOFF TO ANY STORM DRAlNAISE SYSTEM.

S. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISWRBED AREAS ARE STABILIZED. THIS PLANMAY NOT COVER ALL THE SIWATIONS THAT ARISE DURIN6 CONSTRUCTION DUE TO UNANTICIPATED FIELDCONDITIONS. REVISIONS MAY BE MADE TO THE PLAN IN THE FIELD SUB...JECT TO THE APPROVAL OF THEDIRECTOR OF PUBLIC HORKS.

6. BORROH AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED HITH APPROPRIATE EROSION CONTROLMEASURES TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC HORKS.

7. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANOR THAT EROSION AND HATER POLLUTIONHILL BE MINIMIZED. STATE AND LOCAL LAHS CONCERNING POLLUTION SHALL BE COMPLIED HITH.

NOTI CE OF INTENT

HASH OUT AREA

REQUIREMENTS FOR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT AS OF OCTOBER 2004 ARE AS FOLLOHS,

16. RE6ULATION VI I I, FU6ITIVE PMIO PROHIBITIONS, OF THE DISTRICT'S RULES AND RE6ULATIONS APPLY TOACTIVITIES THAT 6ENERATE FU6ITlVE DUST. FU6ITIVE DUST IS EMITTED INTO THE AIR BY ACTIVITIES THATDISWRB THE SOIL, SUCH AS FROM EARTHMOVIN6 ACTIVITIES AND VEHICULAR/EQUIPMENT TRAFFIC ON UNPAVEVSURFACES. HINDBLOHN DUST IS ALSO OF CONCERN AT CONSTRUCTION SITES. THE DISTRICT ADOPTEDRE6ULATION VII I IN Iqq3 AND ITS MOST RECENT AMENDMENTS BECAME EFFECTIVE ON OCTOBER I, 2004. THISIS A BASIC SU1'11'1ARY OF THE RElSULATION'S REQUIREMENTS AS THEY APPLY TO CONSTRUCTION SITES.

17. VISIBLE DUST EMISSIONS (VDE) MAY NOT EXCEED 20% OPACITY DURIN6 PERIODS HHEN SOIL IS BEINGDISWRBED BY EQUIPMENT OR BY THE HIND AT ANY TIME. VISIBLE DUST EMISSIONS OPACITY OF 20% MEANSDUST THAT HOULD OBSTRUCT AN OBSERVER'S VIEH OF AN OB...JECT BY 20%. DISTRICT INSPECTORS ARE STATECERTIFIED TO EVALUATE VISIBLE EMISSIONS. DUST CONTROL MAY BE ACHIEVED BY APPLYIN6 HATERBEFORE/DURIN6 EARTHHORK AND ONTO UNPAVEV TRAFFIC AREAS, PHASINIS HORK TO LIMIT DUST, AND SETTINISUP HIND FENCES TO LIMIT HIND BLOHN DUST.

18. SOIL STABILIZATION IS REQUIRED AT RE6ULATED CONSTRUCTION SITES AFTER NORMAL HORKINIS HOURS AND ONHEEKENDS AND HOLIDAYS. THIS REQUIREMENT ALSO APPLIES TO INACTIVE CONSTRUCTION AREAS SUCH ASPHASED PRO...JECTS HHERE DISWRBED LAND IS LEFT UNATTENDED. APPLYIN6 HATER TO FORM A VISIBLE CRUSTON THE SOIL AND RESTRICTIN6 VEHICLE ACCESS ARE OFTEN EFFECTIVE FOR SHORT-TERM STABILIZATION OFDISWRBED SURFACE AREAS, LON6-TERM METHODS INCLUDIN6 APPLYINIS DUST SUPPRESSANTS AND ESTABLISHIN6VE6ETATIVE COVER.

Iq. STORAISE PILES AND BULK MATERIALS HAVE HANDLIN6, STORAISE, AND TRANSPORTATION REQUIREMENTS THATINCLUDE APPLYIN6 HATER HHEN HANDLIN6 MATERIALS, HETTIN6 OR COVERIN6 STORED MATERIALS, ANDINSTALLINIS HIND BARRIERS TO LIMIT VDE. ALSO, LIMITIN6 VEHICLE SPEEDS, LOADIN6 HAUL TRUCKS HITH AFREEBOARD OF SIX INCHES OR 6REATER ALON6 HITH APPLYIN6 HATER TO THE TOP OF THE LOAD, ANDCOVERIN6 THE CARGO COMPARTMENTS ARE EFFECTIVE MEASURES FOR REDUCIN6 VDE AND CARRYOUT FROMVEH I CLES TRANSPORTI N6 BULK MATERIALS.

20. NOTIFICATION BY OHNERS OR OPERATORS OF CONSTRUCTION PRO...JECTS THAT ARE AT LEAST ONE ACRE IN SIZEAND HHERE A DUST CONTROL PLAN IS NOT REQUIRED, MUST PROVIDE HRITTEN NOTIFICATION TO THE DISTRICTAT LEAST 48 HOURS IN ADVANCE OF ANY EARTHMOVIN6 ACTIVITY.

21. RECORD KEEPIN6 IS REQUIRED TO DOCUMENT COMPLIANCE HITH THE RULES AND MUST BE KEPT FOR EACH DAYANY DUST CONTROL MEASURE IS USED. THE DISTRICT HAS DEVELOPED RECORD FORMS FOR HATER APPLICATION,STREET SHEEPING, AND "PERMANENT" CONTROLS SUCH AS APPLYIN6 LONG TERM DUST PALLIATIVES,VE6ETATION, ISROUND COVER MATERIALS, PAVINIS, OR OTHER DURABLE MATERIALS. RECORDS MUST BE KEPT FORONE YEAR AFTER THE END OF DUST 6ENERATIN6 ACTIVITIES (TITLE V SOURCES MUST KEEP RECORDS FOR FIVEYEARS) .

22. NUISANCES ARE PROHIBITED AT ALL TIMES BECAUSE DISTRICT RULE 4102 - NUISANCE APPLIES TO ALLCONSTRUCTION SOURCES OF FU6ITIVE DUST, HHETHER OR NOT THEY ARE EXEMPT FROM RE6ULATION VI I I. IT ISI1'1PORTANT TO MONITOR DUST ISENERATIN6 ACTIVITIES AND IMPLEMENT APPROPRIATE DUST CONTROL MEASURESTO LIMIT THE PUBLIC'S EXPOSURE TO FU6ITIVE DUST.

23. FOR MORE INFORMATION PLEASE CONTACT THE COMPLIANCE DIVISION OF THE DISTRICT OFFICE NEAREST TOYOU. INFORMATION ON RE6ULATION VI I I, HHERE YOU MAY OBTAIN COPIES OF RECORD KEEPIN6 FORMS, THEDUST CONTROL PLAN TEMPLATE, AND THE CONSTRUCTION NOTI FICATI ON FORM, I S AVA I LAaLE ON THEDISTRICT'S HEBSITE AT f'IHH. VALLEYAIR.OR6.

EROSION CONTROL NOTES

NO.

:'

BooMERS

4S-FH-9S

SALiDA HOTPL SiTP(UNDER CONSTRUCTiON)

PA r1 r PIFl '-" ................

PARCEL

INSTALL STORM INLETFILTER AT CATCH BASIN.

INSTALL 6RAVEL BA6S AS REQUIRE[)TO SLOW 6UTTER FLOW PRIOR TO THECATCH BASIN. '

o*

INSTALL A HASH OUT AREA ASPER THE COUNTY REQUI RE1'1ENTS.

\\\\\

~'!:..,"~_ - Ef'----

INSTALL STORM INLETFILTER AT CATCH BASINS.

1

INSTALL STORM INLETFILTER AT CATCH BASIN.

INSTALL 6RAVEL BA6S ASREQUI RED TO SLOH 6UTTERFLOH PRIOR TO THE CATCHBASIN.

-~11=

PA r?r PIr ......................

THE CONTRACTOR SHALL KEEP THESTORM DRAINAGE PERCOLATIONSHALE FREE FROM CONSTRUCTIONDEBRIS, DIRT OR ANY FOREI6NMATTER AND LEAVE SAID SHALEI N A NEAT AND CLEAN CONDITIONAT THE COMPLETION OF THISPRO...JECT.

VAcANT

OSL

ON

LE6ENO___ EX. CURB AND 6UTTER

- -[p- - EX. ED6E OF PAVEMENT

IIH 0 EX. MANHOLE

a3 ~ EX. CATCH BASIN

VI I!!lllJ] EX. DROP INLET

.J< EX. HATER METER

FH q EX. FIRE HYDRANT

o EX. 6ATE VALVE

[8] EX. BACKFLOH PREVENTER

0/18 EX. MAILBOX

~PP EX. POHER POLE HITH 6UY HIRE

EX. SI6N

EX. WARD POST

EX. STREET LIISHT ELECTRICAL BOX

EX. CABLE TELEVISION BOX

EX. ELECTROLIER

EX. TREE, SPREAD DRAHN TO SCALE

--- PROP. SILT FENCE, EITHER FABRIC ORSTRAH TYPE PER DETAILS ON SHEET 5

wt:o

2oEC2uliJo

B

(

FILTERHATERIAL

HIRE ORTIE /'/RAp

STRAH BALES(2 BALES HIGHMAX.)

EXIST. 6ROUNV

HOOJ? OR METALSTAKES (2 PER~

INLET FILTER6fQ\7E

PLAN VIEH

PLACEMENT AT ST[).PROP INLETS

AND PARKING LOTS

SECTION "B-B"

B

CURB

FACE OF CUF!B

SECTION A-A

STAPLE DETAIL

A

INLET FILTER6fQ\7E

STAPLES (2 PER~

~!'lIRE OR YTIE /'/RAP

(TYPICAL)

INSTALL 6fQ\VEL 8MS AS REaliREI?TO SLt»! THE 6IJTTER FLOI'I PRIOR TOTHE CATat BASIN, TYP. ALL ARIJUNIJ.

LLLL L L LLLL LLLLLL L FILTER L LLLL L

LLLLLLLL HATERIAL LLLLLLLLLLLLLLLL'~--f_____ __ ~~LLLLLLLLLLLLLLLL'" TO OVERLAP - LLLLLLLLLLLLLLLL WOP INLET LLLLLLLL~CCCc L BY I' HIN. L LCCCla.LrtLLLL L L LLLL~t

IL

FILTER 6fQ\7EEXTENSIai

r!'IIRE OR TIE /'/RAP

/ ~ FILTER 6fQ\7E

PLAN VIEH

GRAVEL FILLEJ?8A6S IN CORNERS

SECTION IIA_AII

NOTES

PLACEMENT AT OPENTHROAT DROP INLETS

NO SCALE

STORM DRA I N

THE FILTER GRATE SHALL BE MAVE OF EXPANIJEJ? METAL OF REBAR ANIJ BE OFSUFFICIENT STREN6TH TO PREVENT BENJJIN6 HHEN !?RIVEN OVER. GRATE MATERIALSHALL NOT EXCEEJ) o. S' THICK. THE GRATE SHALL HAVE A MINI MUH 60 ~ OPENAREA. GRATES USEJ) AT 1YPE B ANIJ E INLETS SHALL HAVE A VERTICAL EXTENSIONTO COVER THE CURB OPENIN6. THE FILTER GRATE SHALL BE THE SAME SIZEAS THE PROP INLET GRATE.

THE FILTER PAl? ANV GRATE SHALL BE SECURELY ATTACHEJ) TO THE PROP INLETBY HIRE OR TIE-/'/RAPS.

INLET FILTERS SHALL BE INSPECTEV HEEKLY ANV AFTER EACH RAINFALL.REPAIRS ANV SEJ?IHENT ANV J?EBRIS REMOVAL SHALL BE MAVE AS NECESSARY.

INLET FILTERS SHALL BE OF THE PEA GRAVEL BA6 ANV FILTER CLOTH VARIETY.

INLei FILieR

~ -0. 12# VIASTEEL HIRE

I. THE MAXIMUM DRAlNA6E AREA PER FILTER SHALL BE NV MORE THAN 2 ACRES.

2. THE FILTER PAl? SHALL BE I INCH THICK CLEANABLE POLYESTER FIBER ANVACRYLIC LATEX RESIN OR APPRtYVEV EQUAL. THE FILTER PAl? SHALL OVERLAP1?ROP INLET ON ALL SI1?ES BY A MINIMUM OF I INCH.

S.

6.

4.

5.

FILTER HATERIAL

FACE OF CUF!B

EXISTIN/7 OPENBACK IIIXJJ)

va<TICAL EXTENSIaIOF 6fQ\7E TO EX7ENIJPAST EACH SIDE OFCUF!B OPENIN/7

FILTER FABRIC

4' 7RENCII

6' MAX.

PI..J'{;E BALE T/6I1n:rT06ETHER !'lITH NO6AP5

FRONT VIEH

FRONT VIEH

2 STAKES PER BALEAN6LE FIR5T STAKETOI'/AR1)5 PREVICXJ5I..YLAIV BALE, TYP.

71W'I OR HAY BALE

:i....l:._------'-

COHPACTEV SOIL4' ABCNE GROUNIJ

FILTER FABRIC

/'3Y»Y>~);;JY;Y~ ~"

6·

MIN.

I . PLACE BALES IN 4 1NCH VEEP TRENCH AL0N6 THE CONTOUR OF THE SLOPEIN THE SHAPE OF AN ARC HITH THE ENOS UPHILL OF THE ARC'S CENTER.BALES SHALL BE PLACEJ? SO THAT BINVIN6S ARE HORIZONTAL.

2. BALES SHALL BE ANCHOREV BY THO 2·X 2" STAKES OR #4 J-BAR PRlVENTHROUGH THE BALE ANV IN TO THE GROUNIJ A MINIMUM fJEPTH OF Ib INCHES.STAKES OR J-BARS SHALL BE PRlVEN I INCH OR MORE BELori THE TOP OFTHE BALE. THE FIRST STAKE OR J-BAR IN EACH BALE SHALL BE PRlVENAT AN AN6LE TOHARVS THE PREVIOUSLY LAW BALE TO FORCE THE BALESTIGHTLY ABUTTEJ? T06ETHER.

5. AFTER BALES ARE STAKEJ? IN PLACE, EXCAVATE!? SOIL SHALL BE BACKFILLEIJA6AINST THE UPHILL SlOE TO A MINIMUM HEIGHT OF 4 INCHES.

4. CONTRACTOR SHALL INSPECT BALES HEEKLY ANIJ AFTER EACH RAINFALL. REPAIRSSHALL BE MAVE AS NECESSARY ANV SEJ?I HENT SHALL BE RE.HOVEV HHEN 1THAS ACWMULATEV TO A VEPTH OF 6 INCHES. BALES SHALL BE REPLACEJ?HHEN THEY HAVE BEEN J?AHA6EV, COLLAPSE!? OR I?ECOHPOSEJ?

PLANA

AFLori

NO SCALE

STRAH BALE ALI6NMENT

SILT FENCE

SiRAYV SALe SARRIeR

NOTES

SECTION A-ASET BALE IN 7RENCII

2' X 2' STAKE OR#4 J-BAR WlVEN I'BELt»! TOP OF BALE

M'Lai OR !'IIRE8INlJIN65

EXISTIN/76ROUN1J

SECTION A-A

NOTES

:z:....l:

2· x 2' HOOJ?POST OR STEELFORM STAKE

STAKE OR J-BAR (TYP.)I' fJEl..()H SURFACE

WIVE STAKESTotIAR1J5 CATatBASIN, TYP.

71W'I ;;.\ITLE, AS PERCALIFORNIA STRAJ1 mRKS,PI-f, (qI6) 458-1456, ORAN APPRlJVEI) EfiXJAL.

tFLOI'I

NO SCALE

SECTION

PLAN VIEH

I' X I' STAKE AT4' O.C., 1YP.

HINlHUH OF m?2' x 2' STAKES(X? #4 J-BAR, TYP.EACH BALE

CATat BASIN

S71W'I BALE, TYP.

SECTION A-A

M'Lai OR !'lIRE 8INlJIN/7

S71W'I OR HAYBALE, TYP.

NOTES

NOTE

I .

NO SCALE

4. CONTRACTOR SHALL INSPECT BALES HEEKLY ANV AFTER EACH RAINFALLTO IJETERMlNE IF REPAIR OR SElJlHENT REMOVAL IS REGlJlREP. SElJlHENTSHALL BE REHOVEJ) /'/HEN IT HAS BUILT UP TO A DEPTH OF APPf?OXlMATaY6·. BALES SHALL BE REPLACE!? HHEN THEY HAVE BEEN J?ANA6EV,COLLAPSEJ? OR I?ECOHPOSEJ?

STRAH BALE

I . STRAti;;.\1TLE5 HAY BE lJ5EJ) IN PLACE OF SILT FENCE.

2. c.oNT1?ACTOR SHALL IN5I'f:C.T i'IA1TLE5 i'IEEKLY ANIJ AFTER EACH /<'AINFALL. REPAIR5SHALL BE HAVE AS NECESSARY ANV SEJ)IHENT SHALL BE RefOVEP HHEN ITHAS ACCUHULATE!? TO A fJEPTH OF 4 INCHES. J'/ATTLES SHALL BE REPL.Ac.EJ)HHEN THEY HAVE BEEN J?AMA6EV, COLLAPSEJ? OR I?ECOHPOSEJ?

Si'7'CAYV YVAiiLe oeiA I L

INLei FILieR

BALES SHALL BE PLACE!? TIGHTLY ABUTTEJ? T06ETHER IN A TRENCHEXCAVATEV A MINIMUM OF 4 INCHES BELori THE INLET. BALES SHALLBE PLACE!? SO THAT BINVIN6S ARE HORIZONTAL.

EACH BALE SHALL BE ANCHOREV BY A 1'11 NlMUM OF THO 2· x 2"STAKES OR THO #4 J-BARS PRlVEN THROUGH THE BALES ANIJ INTO THEGROUNIJ A MINIMUM fJEPTH OF Ib". TOPS OF STAKES OR J-BARS SHALLBE COUNTERSUNK A MINIMUM OF I· BELori THE TOP OF THE BALE.

5. OUTER PERlHETER OF THE BALES SHALL BE BACK FILLE/) ANIJ COHPACTE!?TO A fJEPTH OF APPROXIMATELY 4 INCHES HITH EXCAVATE!? MATERIAL.

2.

NO SCALE

:3iOF

DRAWN BY: KEVINDATE: JAN. 8, 2007

SCALE: NOTED

DWG: 536-EROSION

CHECKED: R. D. C.

JOB# 536-06

SHEET

RYAN CARREL, R.C.E. 61619

DAVE SKIDMORE, L.S. 7126HOOJ? OR METALSTAKES

STRAi'I BALES

GRAVEL -FILLEJ)8A6S IN CORNERS

A

PLAN

IS' I1IN

'" '" '" '" '" '" '" '" '" '" r---'" [1 [1

"'~ r--

'" '"AJ '" '" ~

'" '"'" [1 f"'-' '"

J---

'" ~l-f<:.-.-

-----,

'" '" '" '" '" '" '" '" '" '"

CONCReiC YVASHOUi oeiAILNO SCALE

SILT FENCE

FILiCR SARRIeR

I. FILTER BARRIER SHALL BE CONSTRUCTEV L0N6 ENOUGH TO EXTENJJ ACROSSTHE EXF'ECTEV FLori PATH ANV AS APPRDVEJ? BY THE A1?HINISTRATOR.

2. FILTER FABRIC SHALL BE PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARNHITH A MINIMUM TENSILE STREN6TH OF SO LBS. PER LINEAR FOOT AT 20PERCENT MAXIMUM EL0N6ATlON ANIJ CONTAININ6 ULTRAVIOLET INHIBITORS.FILTER FABRIC SHALL RETAIN A MINlHUM OF l}5~ OF THE SOIL, BY HEIGHT,BASEIJ ON SIEVE ANALYSIS, BUT IS NOT FINER THAN AN EGlJIVALENT OPENIN6SIZE OF 70.

5. SUPPORT POSTS SHALL BE A MINIMUM 50 INCHES LON6 2' x 2' I"/OOJ? POSTSOR STEEL FORH STAKES !?RIVEN A MINI HUM OF 12 INCHES INTO THE GROUNIJ.POSTS SHALL BE SPACEJ? A MAXIMUM 6 FEET APART.

4. A 4 INCH FABRIC TRENCH SHALL BE EXCAVATE!? AL0N6 THE UPHILL SlOE OFFIL TER BARRIER POSTS. THE BOTTOM EJ?6E OF THE FABRIC SHALL EXTENIJTO ANI? ACROSS THE BOTTOM OF THE TRENCH. THE TRENCH SHALL BE BACKFILLEJ? TO 4 INCHES ABOVE 6ROUNIJ ANIJ COHPACTEV TO BURY ANIJ SECURETHE BOTTOM OF THE FILTER FABRIC.

5. CONTRACTOR SHALL MAKE IN5PECTI0N5 HEEKLY WRIN6 THE HEr SEASON,MONTHLY WRIN6 THE ORY SEASON ANIJ IHHE1?IATELY AFTER EACH RAINFALLTO VETERHlNE IF REPAIRS ANV SEJ)II!ENT REMOVAL IS REQUlREP. SEJ)II!ENTSHALL BE RE.HOVEV BEFORE IT HAS REACHEJ? ONE THIRP THE HEIGHT OFTHE FILTER FABRIC.

zo(/)

>~~1.>..7.ozol-ll.0:::0-

~J

~

Clll.ll.«

::::L>-Imu

6J2U

2"C~~r-

LIMIT LINE

(45 ~iPH~bEsIGN) ~

285' TO

/

,/

6J3U

~-- ~,,-~~-~~ ~~'~~~~,~~, ~ ~~~,,-~~, -,~-~~ ~ ,~ ~,~, ,

LIMIT LINE

.<:'.,.,o\IIr'.,. POINT

155' TO

CONDUCTOR SCHEDULEAWG SIZE -0 POLE CONDUIT SIZE AND RUN NUMBER

IOR » OR ffi ffi & ffi & ffi(f)

CABLE SIZE fTl CIRCUITPOLE A 0-1 0-1 0-1POLE B 1-0 1-0 1-0

POLE C 0-1 0-1 0-1 0-13-12 WIRE

POLE D 1-0 1-0CONDUCTOR POLE E 0-1 0-1CABLE POLE F 0-2 0-2 0-2

POLE G 1-1 1-1 1-1 1-1

TOTAL CABLES 3-6 3-6 1-3 1-1 1-2 0-1#10 STREET LIGHT 4 2 2 2

1M PEU 3

LV. PRE-EMPT CABLE 3 3 2 1 1ANTENNA CABLE 1 1

12 3 3 3 3

DETECTOR 3

LEAD4 3 3 3 3

5 2 2 2 2CABLE 6 3 3 2

78_.

TOTAL DLC 11 11 7 5 3 3

MINIMUM CONDUIT SIZE 2-4" 2-4" 4" 3" 3" 3"

APPROX. % FILL PER CONDUIT 15% 16% 15% 13% 16% 9%

~ .~~~ ~~~,,~~~~, ~~~~, - ~ ~~~ ~- ,~, ~ - ~~ ~

6J4U

--¥"<'~,I~~~--·~~~--,-~-~~~~ ,,~~~_~.c~~,_~.~-~~ ,~--~ ,-~c/~

/

/IfUf

.'[!

ij!iIi

¢4

3-WIRE CABLE

': f

Pi

;!ii

®¢4PPB

¢4¢4 ~

iA~ '# ~~~~-%i~­

w J.~.~~~_~cc~ ----<iT - ~ ~..~ -~~- G7

0::

EveR3-1$

'---+...... ¢6

8

214U

(D5xIO'APAAC P,6.C ~

~- ~~ - ,-"--~> ~~.- .,

.- --~---~~-~

-'. ------~-----~-- .--_.'--- ._---~----~----------- -,-~------

- ----,--------,--~"- ". ,~-~-_._-- ~ ~~----------

213U

----~~~-- - -~~------ --~-,,--- ~._-.--~-- -, -,-- --- -- ---_._~~~---

2"C,1

285' TO

LIMIT LINE

--,,-------~c"'_-'- ,=~c:::-~__'__::_;--

212U

- ALL VEHICLE HEADS SHALL HAVE 12" LENSES. ALL VEHICLE INDICATIONS AND

PEDESTRIAN INDICATIONS SHALL BE L.E.D. MODULES.

- PEDESTRIAN PUSH BUTTONS SHALL MEET ADA REQUIREMENTS FOR ACCESSIBILITY AND CONSTRUCTION.

- STREET NAME SIGNS SHALL INCLUDE BLOCK NUMBER WITH DIRECTIONAL ARROW. REFER TO DETAIL SHEET TS-2.

SISK ROAD

<DA~ POH€WA12-N1Nq- HAT

POLE AND EQUIPMENT SCHEDULESTANDARD VEH SIG MTG PED. PPB

SIG. LUM.SIGNAL LUMINAIRE

LOCATION TYPE M.A. ARM MAST POLE MTG f/J ARROW WATIAGE NOTES

® 19-4-10030' 12' SV-1- T 200 HPS

INSTALL R3-18 SIGN AND G7-1 "BANGS"

(24' HT) MAS SP-1-T SIGN ON SIGNAL MAST ARM.~[I]

® PPBP 4 LT6 RT

© 1-B TV-1-T SP-1-T

© PPBP 6 LT

© 15-TS 12' SV-2-T SP-1-T 200 HPS 0[2]

CO 19-4-100 30' 12' MAT SV-2-T 200 HPSINSTALL R73-2 SIGN AND G7-1 "BANGS"

~[2]MAS SIGN ON SIGNAL MAST ARM.

© 19-4-100 30' 12' MAS SV-2-T SP-1-T 4 LT 200 HPSINSTALL G7-1 "SISK" AND R61-20.1 SIGN ON SIGNAL

[2]~MAST ARM.

® FURNISH AND INSTALL TYPE 332 CABINET AND 170E CONTROLLER ON FOUNDATION. FRONT DOOR SHALL OPEN TO THE SOUTH.REFER TO SID. DWG ES-3C AND DETAIL "A" THIS SHEET. SEE NOTE [I].

CD FURNISH AND INSTALL TYPE III-AF SERVICE ENCLOSURE AND ASSOCIATED EQUIPMENT. REFER TO DETAIL "A" THIS SHEET AND STATE STD.

PLAN ES-2D. REFER TO NOTE 0. PROVIDE ITEMS 1-8, 13, AND 15-17, 20, 22, 25.

7

TS-l

(f)'­<D<DC

0'C

W

OF

SHEET

DATE:

BY: _

STEVE ERICKSON ~ ROAD COMMISSIONER

APPROVED BY STANISLAUS COUNTY, CALIF

LEGEND

0---+-.- NEW EQUIPMENT

- OPTICAL DETECTOR

• TYPE A DETECTOR HANDHOLE

NOTE: SEE CALTRANS STANDARD PLANS ES-1AAND ES-1B FOR EXPLANATION OF OTHERSYMBOLS.

PHASE DIAGRAM

05 t----'

06PI---- 04P

• 02 06 •02

I! 04

2"C,3#2,[l]

TO SERVICE POINT

PCC PAD

2"C,3#6

---'-2"C,4#10(L1GHTING)3#14(PEU)

BATTERY BACKUP

.f---·4' MIN JI

DET AIL II AllN.T.S.

THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY

4' MIN---k

B.O.W

•

F.O.C.

CONSTRUCTION NOTES (THIS SHEET ONLY)

[II COORDINATE WITH UTILITY COMPANY FOR LUMINAIRE REMOVAL.

o INSTALL 2"C,3#2 TO SERVICE POINT. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH OBTAININGSERVICE, SERVICE INSTALLATION AND COORDINATION WITH M.I.D. CONTRACTOR SHALL CONTACT THE SERVICE PROVIDER PRIOR TO STARTOF WORK TO CONFIRM SERVICE POINT LOCATION AND VOLTAGE. CONTRACTOR SHALL PROVIDE 36" OF SLACK CONDUCTOR AT THESERVICE CONNECTION POINT FOR THE DISTRICT TO MAKE CONNECTIONS TO. THE SERVICE PEDESTAL METER PANEL SHALL CONFORM TOEUSERC STANDARDS AND SHALL BE M.I.D. APPROVED PRIOR TO FABRICATION. CONTRACTOR SHALL MAKE "APPLICATION FOR ELECTRICSERVICE" WITH THE DISTRICT TO OBTAIN AN ELECTRICAL INSPECTION PRIOR TO ENERGIZING THE SERVICE.

[2] LUMINAIRE ARM SHALL BE 90· TO SIGNAL MAST ARM.

o INSTALL YAGI ANTENNA (12db) AT TOP OF POLE (CUSHCRAFT CORP. MODEL PC 9013) OR APPROVED EQUAL WITH HIGH PERFORMANCECOMMUNICATION COAXIAL CABLE (TIMES MICROWAVE SYSTEMS, LMR-400) OR APPROVED EQUAL FROM ANTENNA TO TYPE 332 CABINET.

~ INSTALL OPTICAL DETECTOR ON SIGNAL MAST ARM. INSTALL ASSOCIATED CABINET EQUIPMENT.

[I] FURNISH AND INSTALL BATTERY BACKUP SYSTEM MOUNTED ON OUTSIDE OF CONTROLLER CABINET, MODEL 22 UPS 1400XL-6 SYSTEM ASMANUFACTURED BY TESCO OR APPROVED EQUIVALENT.

[2] INSTALL R9-3a, R9-3b SIGNS ON POLE FACING SISK ROAD.

[I] HEIGHT OF POLE SHALL BE 24 FT. CONTRACTOR SHALL CONFIRM AVAILABLE CLEARANCE TO OVERHEAD ELECTRIC LINE PRIOR TO ORDERINGPOLE. A 10' MINIMUM RADIUS CLEARANCE SHALL BE MAINTAINED TO ALL EQUIPMENT.

Cl0...0...«

lJ...ozoI­0...a:::(.)(f)WCl

DD D

DD

6' 10'3'-j t-

'_3t

TYPE "D"

PROJECT NOTESTYPICAL DETECTOR LOOP LAYOUT

N.T.S

7

co

(f)L(j)(j)

cQ1c

W

OF

SHEET

TS-2BY : _

STEVE ERICKSON ~ ROAD COMMISSIONER

DATE:

APPROVED BY STANISLAUS COUNTY, CALIF

~ ~

~~~ ~ ~:s «~ ~

-~~

Z

~0::

~0LL

~~ ~ .....J

~«

~~ 0

~ ~>--

~ l--

~Z

E...; ~

~~ 0

~ ~0

(f)Vj

~~

C,.)~«

~---l

~~(f)-

~Z

~~ «l--

~~ ~(f)

~~ ti3FRONT VIEW

ISTREET milBACK VIEW

IU!LSTR EET ~NOTES:

1. ALL LETTERS SHALL BE 10" CAPS FOR STREET NAMES.2. ALL BLOCK NUMBERS SHALL BE 4" NUMBERS.3. ALL ARROWS SHALL BE 4" WIDE.4. ALL TEXT SHALL SERIES "D".5. SIGNS SHALL BE WHITE ON A GREEN BACKGROUND.6. SIGNS SHALL BE DIAMOND GRADE SHEETING.7. ADDRESS NUMBER AND ARROW SHALL POINT IN HIGHEST DIRECTION.

TYPICAL STREET NAME SIGNN.T.SI\)

oomj

~I:1>,ZIo:I>

"o"tJ...:I>Z

Inen,...."tJ

ES-7P

ELECTRICAL SYSTEMS(PEDESTRIAN BARRICADES)

NO SCALE

1. Pipe post to be set 1'-6" bock from foce of curb unless oth<lrwisespecified.

2. Where oordcada posts are installed in existing concrete sidewalk, thepost may be anchored to the sidewalk oS shown in the "Post AnchoregaOate;l". Bolt circle diameter sholl be 4" minimum for Type I barricadeafld So, miflimum for Type II barricade.

3. Steel sleeve to be constructed with (} diometer X." larger Than post.Wall thickness of sleeve to be some 0$ PO$t or larger.

4. Contractor may submit alternative detailS for approvol by the Engineer.

5. For minimum pipe diameters 000 wall thickness refer to ASTI,! ASM.

STATE OF CALiFORNIAOEPARnJENT OF TRANSPORTATION

pce

SleeveSee Note 3

See Note 2Use sleeve post detail

Top ofside....olk

" NPS or 1V1 NPS St<l pipe post, galvanized

:W' ¢ Golv bolt wHh nut 000 ....asherDeform the thread

NOPEDESTRIAN

CROSSING

Use unless otherwise specified orshown on pions

finished grade

Screw-on STeel cop

See Note 2Use sleeve post detail

Expansion Anchors)12" ¢Total 4

5"

ELEVATION

TYPE Jl

'14" Min galvanizedsteel choin

S!9n~~

~L':~: 1

6'-0" l'~' "~

Unless otiVlrwise specified

PLAN

POST ANCHORAGE DETAIL

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PCC Sidewolk~.e=~"r:::=- Ill" Bose plote

PCC

I"I",N

1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND SHALL PERFORM ALL LABOR IN ACCORDANCE WITH THE REQUIREMENTS OF THESTATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2002.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES,PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR ORREPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATIONS. QUANTITY AND EXACT LOCATIONS OF ALL UTILITIES TOBE DETERMINED BY CONTRACTOR 48 HOURS BEFORE BEGINNING WORK. PHONE USA (800) 227-2600 PRIOR TO DIGGING.

3. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY.

4. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL. TRAFFIC CONTROL MEASURES SHALL CONFORM TO THE CALTRANS TRAFFIC MANUAL.

5. ALL PULL BOXES ARE TO BE NO. 5 UNLESS OTHERWISE NOTED ON PLAN.

6. POSITIONING OF SIGNAL STANDARDS, PULL BOXES, AND DETECTORS SHALL BE VERIFIED BY THE INSPECTOR PRIOR TO INSTALLATION.

7. LOOP DETECTORS SHALL BE CENTERED IN EFFECTIVE LANE WIDTHS UNLESS OTHERWISE NOTED ON PLAN OR DIRECTED BY THE ENGINEER.

8. THE CONTRACTOR SHALL PROViDE AND INSTALL ALL EQUIPMENT AND MATERIALS NECESSARY FOR THE SIGNAL TO OPERATE AS SHOWN INTHE PHASE DIAGRAM.

9. SIDEWALKS REMOVED FOR INSTALLATION OF SIGNAL FOUNDATION AND PULL BOXES SHALL BE REMOVED TO THE NEAREST SCORE MARK.SCORE MARK SHALL BE SAWCUT PRIOR TO REMOVAL.

10. CONTRACTOR SHALL CONTACT M.I.D. TO CONFIRM POWER SUPPLY VOLTAGE AND SERVICE POINT LOCATION.

11. ALL SALVAGED MATERIAL SHALL BE DELIVERED TO THE COUNTY CORPERATION YARD AT 1716 MORGAN ROAD, MODESTO CA 95358.

12. CONTRACTOR SHALL NOTIFY THE COUNTY'S INSPECTION DiViSION TWO WORKING DAYS BEFORE START OF WORK.

13. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK CALLED FOR ON THESE PLANS UNTIL THE COUNTY ENGINEER'S SIGNATURE OFAPPROVAL IS AFFIXED HEREON AND ALL APPLICABLE PERMITS HAVE BEEN OBTAINED. AN APPROVED SET OF PLANS SHALL BE ON THEJOB SITE DURING ANY CONSTRUCTION.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, ETC. TO THE ENGINEER IMMEDIATELY UPONDISCOVERY. IF SO DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL STOP WORK UNTIL REMEDIAL ACTION CAN BE TAKEN. ANY COSTSRESULTING FROM THE CONTRACTOR'S FAILURE TO REPORT OR FAILURE TO STOP WORK AS DIRECTED WILL BE THE RESPONSIBILITY OF THECONTRACTOR.

15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSEOF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THEOWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ONTHIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.

16. THE CONTRACTOR SHALL MAKE AN ON-SITE INSPECTION PRIOR TO PROViDING ANY PROPOSALS TO DETERMINE ANY AND ALL ITEMS NOTSHOWN AS BID ITEMS ON THE PROPOSAL SHEETS, BUT WHICH MAY BE NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB.

17. KD ANDERSON TRANSPORTATION ENGINEERS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR ANY UNAUTHORIZED CHANGES TO OR USES OFTHESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE IN WRITING AND MUST BE APPROVED BY THE CITY ENGINEER.

18. THESE PLANS ACCOMPANIED BY SEPARATE SET OF SPECIAL PROVISIONS.

19. ALL SIGNAL INDICATIONS (VEHICLE AND PEDESTRIAN) SHALL BE L.E.D. MODULES. ALL VEHICLE INDICATIONS SHALL BE 12".