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CC - 2010-83 - Landscaping Improvements at the I- 10 Freeway Off Ramp Adjacent to San Gabriel Blvd.RESOLUTION NO. 2010 - _ 4; � A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROSEMEAD REGARDING CONTRACTING FOR LANDSCAPING IMPROVEMENTS AT THE INTERSTATE 10 FREEWAY OFF RAMP AREAS ADJACENT TO SAN GABRIEL BOULEVARD WHEREAS, off ramp areas adjacent to the Interstate 10 Freeway in the City of Rosemead are highly visible areas and serve as important entry points to residents and local commerce, as a result the City Council has stated one of its important goals is the beautification of those areas; and WHEREAS, the State of California, Department of Transportation (Caltrans) has competitively bid consistent with state public contracting law, a contract to authorize roadway, pedestrian accessibility, and some landscape improvements along the Interstate 10 Freeway at off ramp locations in the City of Rosemead; and WHEREAS, the City of Rosemead has worked with Caltrans officials to develop landscaping plans on Interstate 10 Freeway off ramp locations in the City that will greatly improve upon the State's initial plans to only plant groundcover and commonly used landscaping materials at these locations; and WHEREAS, Caltrans has authorized the City's improved landscaping plans in conjunction with ongoing Interstate 10 improvements, contingent on the City's use of the existing landscaping contractor Eco Logic, Inc. under contract with the State; and . WHEREAS, the City of Rosemead will realize significant savings in costs and time associated with using the State's competitively bid contract with Eco Logic, Inc. and if the City does not undertake its improvements now, it is not certain if or when Caltrans will grant the City access to make its desired landscape improvements. NOW THEREFORE BE IT RESOLVED that the City Council of the City of Rosemead hereby declares and finds the following: Section 1. The above recitals are incorporated herein. Section 2. The City of Rosemead hereby authorizes the completion of landscaping improvements along the Interstate 10 Freeway /San Gabriel Boulevard as discussed in the staff report accompanying this Resolution. Section 3. The City Manager is hereby authorized to enter into a contract with Eco Logic, Inc. for the Interstate 10 Freeway /San Gabriel Boulevard Beautification Project using the State of California Department of Transportation Contract No. 07- 166814 without submitting the work to the public bidding process as obtaining competitive proposals would not produce an advantage, and the advertisement for competitive bid would thus be undesirable, impractical or impossible as permitted in Graydon v. Pasadena Redevelopment Agency (1980) 104 Cal.App. 3d 631, 636 -637, 164 Cal.Rptr. 56. Eco Logic, Inc. is the only company which Caltrans will permit the City to perform work on the location at this time. Further, failure to use Eco Logic, Inc. will significantly delay or prevent the City from making its desired landscape upgrades. Failure to use Eco Logic Inc., will not result in costs savings and Caltrans has already complied with the competitive bid process in its selection of Eco Logic, Inc. Section 4. The City Clerk shall certify as to the adoption of this Resolution. Gary T r, Mayor ATTEST: Gloria Molleda City Clerk APPROVED AS TO FORM: Rachel Richman City Attorney STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) SS. CITY OF ROSEMEAD 1 I, Gloria Molleda, City Clerk of the City of Rosemead, do hereby certify that the foregoing Resolution No. 2010.83 being: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROSEMEAD REGARDING CONTRACTING FOR LANDSCAPING IMPROVEMENTS AT THE INTERSTATE 10 FREEWAY OFF RAMP AREAS ADJACENT TO SAN GABRIEL BOULEVARD was duly and regularly approved and adopted by the Rosemead City Council on the 14th of December, 2010, by the following vote to wit: Yes: Armenta, Clark, Low, Ly No: Taylor Abstain: None Absent: None Gloria Molleda City Clerk m- N N� \its: C GU\W T r QOG!- r tC a..Ou U� a m Q� r it .r Zm U F m L-V Q 6 Vi N 9 m r0 O O . (] n a VI C P n a a m C m a m m F t`u y � NoN omo ror r�n a � a( V1mJf V�'f bnb NnN 6 O .a C X . 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DaoD m C � comma N r t'1Nm0 ¢ m r E rom ri N' laooa i0000 c N �aDOD iooao r [- r onion o aNnD _ I ❑ N z gong r r0 raaJo .� .m iaaoa q r i T i O C C O r-IOm i OOCO m fl O �o i\ ❑ I O S O a .+..7N sIN rry coo N ry n ago r r � rnrma �+ I I cost o .y .+ .� .a r� efric STATE OF CALIFORNIA 0 r DEPARTMENT OF TRANSPORTATION NOTICE TO BIDDERS 4 I` _i FOR CONSTRUCTION ON STATE HIGI1WAY IN LOS ANGELES COUNTY, IN LOS ANGELES ALHAMBRA, MONTEREY PARK, SAN GABRIEL, ROSEMEAD, EL MONTE AND BALDWIN PARK FROM ROUTE 5/10 SEPARATION TO 0.2 KN9 EAST OF ROUTE 101605 SEPARATION In District 07 On Route 10 Under Bid book dated July 28. 2008 Project Plans approved lbtay 5, 2008 Standard Specifications dated 1999 Standard Plans dated 2004 Identified by Contract No. 07.166813 07- LA- 10- 295150.4 Federal ,Ud Project ACIN1 -010- 1(794)E Bids Open: September 25, 2008 Dated: Julv 28. 2008 OSD IH ........... a•* x**.. s.**....... a**. a. r. r.♦•r rx• w*.* x...+ ws* wiaasiwxss *w.wsa *a .......... *** ...... ** xwr. r.f*. x* r..........* x.*.**rs..r r ..... *.*** ..... *** r.+?*** r**.* xr .. *. *xr *.....srx *R. *rrr* ... * ** • The Deparnnent moved the Amendments to the Standard Specifications to the back of the book titled "Notice to Bidders and Special Provisions." • The Deparment retitled the "Proposal and Contract" book to "Bid" book and: 1. Simplified the language ? Moved clauses and the contract form from the "Proposal and Contract" book into the Amendments to the Standard Specifications 3. Standardized the forms • 'The Department retitled the "Notice to Contractors" to "Notice to Bidders" and: I. Simplified the language 2. Moved clauses from the "Notice to Contractors" into the Amendments to the Standard Specifications 3. Standardized instruct ions for bidden' inquiries • The Department incorporated boilerplate special provisions into the Amendments to the Standard Specifications. • See Section 2, "Bidding" of these special provisions for new requirements concerning "Prebid Qualification Questionnaire" and "Prebid Qualification Review." • See Section 5, "General," of these special provisions for insurance and additional bidding requirements under 'Rolling Owner Controlled Insurance Program (ROCIP)." �&���70o�� ���� TABLE OF ~"^`���`�° NOTICE TO BIDDERS COPY OF BID ITEM LIST. ..... .,...... ..... ... .... ............ ........ - ----------'j SPECIAL PROVISIONS --- ......... .......... ... .................... .... ... .... .... .................... _ ............... ., .... ... .......... |3 SE(] |VV| (8LANK) .... ....... .............................. ....... ................... ... ... .... ........................... ..... ~~.-..-.,-|3 SE<3�|0ml [KDD|wG......,.---..'---_'--~---'.._-...~---^--' ............... D SECTION GENERAL .......................................................... ............ ............... ............................... ............. O 2-1.01 PKEBD) QUALIFICATION QUESTIONNAIRE ...... .................. ................... ................... .'.D SECTION CONTRACT AWARD AND EXECUTION. ...... ....................... ......................................... /4 SECTION 4. BEGINNING OF WORK. T{NEOFC0NPLETK)N, AND LIQUIDATED DAMAGES ............ .......... \4 INCENTIVES AND DISINCENTIVES .... ....... . .... ............................................. . -- ...................... D SECTION 5 GGN[8aL- ................ ...................................... ... . ........ ............... .................. \6 SECTION M| ... ........................... ........ .................................................................................. |6 5 -1-01 TRAINING .................................................................. .......... ........................................................... ... 6 5'i02 ROLLING OWNER CONTROLLED INSURANCE PROGRAM (KVOP) . .......... '--........ ... 6 5-1.03 FORCE ACCOUNT PAYMENT ...... .................................. .... --- ............................ ........ 25 5-1.04 COMPENSATION ADJUSTMENTS FOR PRICE INDEX FLUCTUATIONS ............ .............. Z8 5-185 AREAS FOR C0NTRACr0R'S USE ...................................... ............... ....... ............................. ... --- .... I7 5 -\.06 PAYMENTS ................ ............. ......... ................. ......... ...... ...... .Z7 5-1l7 PROJECT INFORMATION ............ ................. ... . .... .... .......... . ............................ .......................... .... 28 j'|08 SOUND CONTROL REQUIREMENTS ......... ......... - -- .... ........................ ..... .'—~'' ...... ...... ............ 28 5'\.09 RELATIONS WITH CALIFORNIA REGIONAL WATER VUxL/TY CONTROL BOARD .. 29 5'1.10 AERIALLY DEPOSITED LEAD .................. ....................................... ...... ....... .... 0 5-1]} PRESERVATION 0F PROPERTY ...... .... ..................... . ...................... ......... 3\ g]Z DAMAGE REPAIR ....................................... ................................................... ... .,3| 5-|.|3 RELIEF FROM MAINTENANCE AND RESPONSIBILITY ........................................ ....................... ...... 3| SC[TlVNti(BLa*K) ............ -......................................................................................... ...`...... I| SECTION (BLxwK) . ...... ................. .......... .. ..................... .......................................... .... 3\ SECTION 8. MATERIALS '..-...`--'-- ............................................... ....................... ......... ....................... | SECTION 8`i MISCELLANEOUS ........................................ . .......... .............................................................. ........ B x-)V| SUBSTITUTION 0F NON-METRIC MATERIALS AND PRODUCTS ......................... ........................... ]| 8^1{2 PKEVUAL\F|E8 AND TESTED SIGNING AND DELINEATION MATE0ALS ...................... ............. �8 8'110 8IAT2'FUKNSHSONIATCR]AL8 ....................... - ................. ...... ---- ... ........ 44 8 -1.04 SLAG AGGREGATE ....................... ....... --- ...... ........... ........... ....................... ........ ....... ...... .......... 4* SECTION S-2- CONCRETE ..... ..... - -- .... ... ........... ........................................ . . ... . . . .. ~ ....... ............. ...... 45 8-2-01 PORTLAND rENBINT CONCRETE ...... .................................................. ............. ......... ~45 SECTION WELDING .... ........................ ..................................................... -...... .~.... 46 8 -3.01 asu'cxNG .............. - ................................................. .............. .... ..... -........... ..... . ..... *« WELDING QUALITY [{XNTxOL- ............. ----------- - ........ ...................... ................................ ............ *8 WELDING FOR OVER-HEAD SIGN AND POLE STRUCTURES .... ......... ............. ................... ............ ---- 5| PAYMENT ........................... .... .................. ... ........................................................... ... ..... ...... '51 SECTIONS. DESCRIPTION 0F BRIDGEWORK ......... ---................................... ....................... --Iz SECTION /0,CVwTRnU[T|0N DETAILS ......... .................... ........ ...... ...... ; SECTION GENERAL ........................................................................ ..................................... .................... .......... 53 0'181 0OxSTKb(]lONyR[oE{T|NR}KN4*TI0*SIGNS . ....................................... ..... 53 |U'\lU ORDER 0F WORK ............ ........ .... ..... ....................................... ' .... .... .................................... ---- .j4 10'113 WATER POLLUTION C0NT8OL. .......................... ..................................................... ...................... ... 5j� |0'|C*C0NOTDbLT|O1"I'SIYE MANAGEMENT- ..... ............. ........... ........ ................................. . ...... 10 'l05 STREET SWEEPING ....... ..................... ---- .... -~...... ......... .......................................... ................ 69 |0'|06TEMP0KaRYHfD&\VUC MULCH (BONDED FIBER MATK|X). .... ........ ......... ............................ 69 |V'l87TEMh}KAKYCONFK[3E WASHOUT (P0RT^BL2) ...................... ...... ........... � .. ................... .... 7/ \&'l/* TEMPORARY FIBER R0LL ...... ~ .... ............. ................ .,............................ .............. .. 7l |V'l.0YTEVIPY}KARY FENCE .......................... .... -'—...... .......... . ........... ......... ..................... ........ ...... -74 Conu= No. 07-166814 i 10 -1.11 TEMPORARY DRAINAGE INLET PROTECTION ............................ ...................... . % ..... ........................ 76 10 -1.12 COOPERATION ............. .------- ........ ..................-...................................._..................... ............................... 79 10 -1.13 PROGRESS SCHEDULE (CRITICAL PATH METHOD) ............................................. .............................79 10 -1.14 TIME - RELATED OVERT' IEAD .................. .......... ... .................. .. ........................... ................ ................... .85 10 -1.15 OBSTRUCTIONS.._._ ................................_................................................._.............. ............................... 87 10 -1.16 DUSTC) NTROL .......................................................................................................... ............................... 87 10 -1.17 CONSTRUCTION AREA TRAFFIC CONTROL DEVICES. ...... ........ ...... ............ ........................... 87 10 -118 CONSTRUCTION AREA SIGNS.................................................-............................... .........................._..88 10 -1.19 MAINTAINING TRAFFIC ............................................................................................. .............................89 10 -120 CLOSURE REQUIREMENTS AND CONDITIONS_ ...... __ ........ ............................... ............................200 10 -121 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ............. ............................... ............................ 201 STATIONARY LANE CLOSURE_._ .............. .................. ............ ................... .... ........................................... 202 MOVING CLOSURE.. ...... ............... .............._.......................... ............................... ....................._......202 PAYMENT ..................... _.................................................................................................. ............................... 202 10 -122 TEMPORARY PAVE -MENT DELIN EATION ........................ ..................................... ...... ..... .................. 203 10 -1.23 B. ARRICADE................................................................................... .....................I......... ............................205 10.124 PORTABLE CHANGEABLE MESSAGE SIGN ............................ ............................... ............................205 10 -125 TEMPORARY FAILING .... ...................... .._....................._............_............................. ...........................'_06 10 -136 CHANtiELIZER ...................................................... ....................... ............................... ............................ 206 10 -127 TEMPORARY TRAFFIC SCREEN__. ...................... .............................................. .............................. 206 10 -128 TEMPORARY CRASH CUSHION MODULE ............................................. .. ........... ........... .................... 07 10 -129 TEMPORARY CRASH CUSHION ( ADIEM) ................................ ............................... ............................208 10 -1.30 EXISTING HIGHWAY FACILITIES ............................................. ............................... ............................208 ABANDONCULVERT .......................................................................... ......................I........ ............................208 SALVAGE CONCRETE BARRIER (TYPE K) ............... ................................................................................. 09 REMOVE. METAL BEA.9 GUARD RAILING ..................................... ............................... ............................209 REMOVE SIGN STRUCTURE ............... ..................... ........................................................ . ...................... .... ..209 REMOVE PAVEMENT AMA RK ER ......_ ............................................... ............................... ............................209 REMOVE CHAIN LINK FENCE .......................................................... ............................... ............................209 REMOVEGATE ............................................................................................. ............................... ...................210 REMOVE TRAFFIC STRIPE AND PAVEMENT MARKING .... ....... . ... .............. ................................... ....... 210 REMOVE DRAINAGE FACILITY ..............................................'......... ............................... ............................211 REMOVE ROADSIDE SIGN..., ........................ .............................................................................................. 211 RECONSTRUCT CHAIN LINK FENCE................................ ................. ................ ......................................... 211 RECONSTRUCT METAL BEAAM GUARD RAILING .......................... .............................. ............................211 'RELOCATE CONCRETE BARRIER (TYPE K) ................................................................ ..............................2 1`2 ADJUSTI NLET ............................._...._.................----....................... ..._........................... _...........................212 .MODIFY IN LET ....................... ........................................................................................ .............................._ 2I 2 MODIFY REINFORCED CONCRETE BOX ................................................................... ............................... 212 ADJUSTMANHOLE ............................................................................. ............................... ............................212 ADJUST MANHOLE TO GRADE ........................................................ ............................... ............................213 CAPINLET .............................................................................................. ............................... ...........................213 CAP INLET AND REINFORCED CONCRETE BOX OPENING ....... ............................... ............................213 EXISTING LOOP DETECTORS ........................................................... ............................... ............................214 BRIDGE REMOVAL ( PORTION) ......................................................... ............................... ............................214 CLEAN BRIDGE DECK ............. ........................................ .................. . .............. ............................................. 215 PREPARE CONCRETE BRIDGE DECK SURFACE ............................ .......................................... ................ 216 REMOVE CONCRETE DECK SURFACE . ...................................... ................................................. .......... ..... 216 RE \MOVE CONCRETE .......................................................................... ............................... ............................217 REMOVE UNSOUND CON CRETE ...................................................... ............................... ............................217 10 -1.31 CLEARING AND GRUBBING ...................................................... ............................... ............................218 10 -1.32 EARTHWOkK ................................................................................ ......:........................ ............................218 10 -1.33 CONTROLLED LOW STRENGTH MATERIAL .......................... ............................... ............................218 10 -134 MATERIAL CONTAINING AERIALLY DEPOSITED LEAD ..... .......... .............. .......... ........................ 19 10 -1.35 EROSION CONTROL ( TYPE D) .................................... ... .................................... ................ .................. 22 10-136 IRRIGATION CROSSOVERS .................. . ............... ... .......... ............................. ................. ................... ...225 10 -1.37 EXTEND IRRIGATION CROSSOVERS ....................................... ............................... ............................225 10 -1. AGGREGATE BASE...................................................................... ............................... ............................225 10 -139 LEAN CONCRETE BASE ............................ ............................ ............. ............................... ... .................. 326 Contract No. 07.166814 ii l0^]xm LEAN CONCRETE BASE (RAPID 8ETrNO) . ... ____ ....... .. . ..- ... ........ .... ....... .... 226 MIX DESIGN ......... .-.... ..................... ... '~.-....... .................................. .._.-'-~--._127 STKCN0THTES:nN6......... ------- ---~.....-......... ... ..... ~.-. .............. ......... .-___ .... 2I7 VOLUMETRIC pK0y0Kr|0MosG.^ ..... .............. ---......... ................... ......... __ .... ........ ........... 227 VICxSURGWENIT AND 9^YNE14T ... ............... ...... . ..... ------ ...... 10'1.41 H0TIMlIASPHALT'--.._--'-_----- ......... .-------- ....... ............. .... ...... ..... l27 |V'x4Z RUBBERIZED HOT MIX ASPH8LT(GAP ... ............... .......... ..... ...229 10'1,43 H0?&8N^S98aLT(NN &KEA3)..--..,.-'---_--'-'-_-'--2 "| |0`IA* HOT #]X ASP HALT AGGREGATE L|NETKCxT# ENT -SLURRY METHOD ...... ..... ---- ---------- _23) MEASUREMENT AND DA?N[wT- .............................. __ .. ............. .......... - -- ------ --33 10'1-45 HOT MIX ASPHALT AGGREGATE L|IdE TREATMENT -DRY LIME MUETHO0... .. .......... 233 101,46 CK)V0amT(JTR/pTKEATNExT .... --... ........ ...... ........... ........... ...... -..^236 |0^/y7 CONCRETE PAvEM6nT. .......................... ...... _ __ ...... - ... _ _ _ ..... ............ --...................... -238 |0^l48 REPLACE CONCRETE PgvGImENT (RAPID STRENGTH CONCRETE) ......... .................. ........ '248 DOWEL ........ ' --- .............. .... _...~~..,...._...... ____ ... ............................ 160 l0'].49 CONCRETE PAVEMENT (RAPID STRENOI8 CONCRETE) ............. ........ 260 TIE BARS ............. _, . ........ ............ . ...... ........ . .............. ........... ............................... 2$| DOWEL ... ........ ~ .............. .... ................. -........ ....... - ........... Z6| DOWEL BOND BREAKER ................... -............ . ................. ......... ................. ---- ' ---- ------------ -262 DOWEL BASKETS '' ......... .. ... ............. ................ '^. .................. ....................... .......... ........ -l62 TIE BAR BASKETS ..... ....... ..... ... .. ... _ __ ...... ~..... .............. ...... ......... .... 262 REINFORCEMENT . ................................ ___ .......... ....... ....... ........ , ....... ............ .... . ............... ............. 26 TIE BARS ALONG LONGITUDINAL JOINT FOR Sn0KTKaD|US CURVES ........................ ...... �-... 263 PREFORMED COMPRESSION JOINT SEALANT .......... .......... . .. ... ..... ....... ..... ..... . . .. l66 |V^i�o6KD�D EXISTING C0NCR2T�PAVEMENT .^.-_''-....-_..--._''------_-'269 \0'lj| DISPOSAL OF PORTI,AND'CEMEiNTCONCRET�( PAVEMENTGROOVING AND GRINDING RESIDUES . .............. . ... ........ -'~........... ___ .... . --_--. -- ............ ............. 24x |A�lP/LING..^....~-.--'--.~,..--_------'-'-----.- ~,..~.,..']n) GE NERAL ...... -............... ....... '~-.... .... -.' ...... -.... ....... ............. ....... ..^........ _ ..... ... ... 270 C\ST'N-Dx/LLBL-H0L[C0NCRETGMlE5'_--'---------_--___'----.]7V *{EaSU8EMSNT AND PAYMENT (PICkv6> ............. ............................................ -- ............ ..... lQ |0^|]; CONCRETE STRUCTURES ..... .~ ... ........... ......... `.`........ 2S| 0ENSKaL ...... ..................... ............ . . . ... .... .............. - .. zo FALSEv/0KK ...... ........... .......... ... ....... ___ ............... ....... ......... ... .................... ......... .......... ---_.1C1 10'1j4 STRDCT IRE APPROACH SLABS (TYPE K) .... ~. ................................ ................................ ___ ..... �Z82 GENERAL ............... ....... ...... .... _ ................... ..... _. .............. . . ................ .... - ...... --............. ... -2t1 7EkiP0kaXYK0ADu/AYSTKO(7l)8aLSECT|Q\' ........ .~.. . .... 82 REMOVING PORTIONS AF2%/STlNC, STcVCTURES ----------------------- ------- ----............. --.......... IW REMOVING EXISTING PAVEMENT AND BASE MATERIALS . ......... -,_-,-_..,-.......... ........ v} AGGREGATE BASE (APPROACH SLAB) .......... .... .......... ............ ........................... . ........... 193 STRUCTURE APPROACH SLAB k/^TER/ALS ..... -'----~...~............. ............. 284 TRIAL ....... ...... ..... ........... . ...... ...... ........~........... ...... ...................... ..'....... 2X4 STRUCTURE APPROACH SLAB CONSTRUCTION ... ~......................... -.,~............ -._20 MEASUREMENT y^rMExT. ..... . ..... j-..., ...... ............ .......................... ... ZtS 10j5 PAvINK>NOTCQEXTENQ0N. ...... ........ ............... ..... ....... _ ..... - . .. . ...... ........ ..... Z89 1o '/.56 DRILL AND BOND oovv2LS. ........ - ....................... ......... ....... ....... _ __ .......................... ............... 290 10- 1.57 CLEAN cspaNSI0mJolwTS ........ .................... ........................ ......... _ __ . ... _ ........ ............... ~^..298 10'1.58 SEALING JOINTS '' _ __ ........... _ _ _ ............ ...... ............ ...... ............... _--....... 290 \0`ljy REFINISHING BRIDGE DECKS ................... ,............... .-................... .. ____ -.- .... 29| PORTLAND CEMENT CONCRETE ...... .... .... ...... ........... ...... ..... . ...... -'.............. -'-... -'Zo7 RAPID SETTING CONCRETE ' .... - ... ...... -------- ...... ''w .................................. ''.... - ..... ' ........ _IYI FINISHING REQUIREMENTS ..... ............................................. .' ..... .................... ................ .... 192 MEASUKOMCNT AND PAYMENT. ..................... ........ . ...... _. ........... ........ . ....... ............... _ ...... ....... 292 MATERIALS ... ........... ........... ....... TESTING .... - ............ ----------- -'- CONSTRUCTION '-.-...,-' MEASUREMENT AND PAYMENT 10-1.61 CORE TREATED BRIDGE DE( -'.'~.`'~.~~. ............. .... ...... ... ............. ... l96 ..... ............... ........ ......... ................ 2Y7 .......... ... - ... ..................... ...... -_'lYX Contract No. 07-|*68\4 ill TO- /a1xup/o SETTING CONCRETE PATCHES .-.-........ . .... ..... .. ...... .... ......... --------------- 298 10-1.63 k6Kp0KC2&IENT .. ............. .. -...-.... - . ................ . .................. ...... . ........ ....... 2v9 10`1.64 BRIDGE DECK NG]}{&[RfLxTE RESIN TREATMENT ........... ........ . --'.............. 2YY MATERIALS ...... ------------------- - ..... ..... ` ........... ...... ... ...... . ... -.... .... -............... _io0 TESTING ..... - ..... ..... - ..... .............. ____ ................. ....... -~...... ... ......... .. 380 CONSTRUCT ____ . .. ..... - .... ............. ...... __ ......... ... 3»( xiExSUKCM2N7 PAYMENT ...................... ..................... . ....... -. .......... ........................... .............. 302 10'1.65 8TEEL3TRU{TUDCS- ........... ____ ... ...................... ............. -........ .......... ...... 782 GENERAL ...... .. ...... .... ___ ....... ..... ' --- ......... .................. ...... '-........ -'............ ................. }8Z MATERIALS ........................... ............ ....... ................... .................. --- KOTxT|OMALC&P&C|T7 TESTING PRIOR T0o||P»«SNTTO JOB SITE ............................................ 3V3 INNSTALLATION TENS iONTESTING AND ROTAT CAPACITYTESTING AFTER ARRIVAL ON THE JOB DT2-- ........................ . .... .................. ...... , ....... ___ ................ ' . .. ~..-............. 1 107 SURFACE PREPARATION ........ - ...... ......... . ..... .... ........... ........ ...................... .. ..... 309 SEALING ................. ... .... ......... .. ___ ... .... ------- .... ............ ... .......................... ......... ..... ..307 WELDING ............ ............ ...... ... ............ ....... ......... ......... -.,......... ................. �07. |(-166 SIGN STRU[TUk£S-'' .......... ............. ... ... .... ..... . ................ -........................... . ............ 30X |i-|.67 ROADSIDE S IGX5 ...................... .......... ___ . ............... ........................................... . ............................. J0` )0'|.68 FURNISH SIGN L...,. ........... ................. ___ ........ ...... ___ ~ ....... ........ ..... __ ...... ......... .~_..309 TNEET ALUMINUM ................. ...... ... .................... ............ ................... ___ ........ ..................................... 3l| k5rKVKEFLECTlvFSo8E7|NG. ...... ................. ----- ' ........................ -............ ___ .... ..... ..... ___ ... 31] PROCESS AND FILM ' ..... ..... ' .......... . ..... ..... ..... ............... ..... '-................. 3'| SINGLE 1H62TAiD+|wU^a SIGN_ ..... --........ ............................................ ........ -................... ........ 3ll FIBERGLASS REINFORCED PLASTIC PANEL %(ON ..................................... ..... . ...... ... 3|2 FORMED PANEL 8GN,,,'_^._ . ....... . . ...... ......... .... __ ... ........... _ ........ ...... ... . ....... 3|I MEASUREMENT AND PAYMENT ........ ~ .......................... ....... __'................. ......... ...... .n3 l0`).69 REINFORCED CONCRETE PIPE ...... ...... .... _. .. . .. . . ... ...~..-.-................ ......... ... _.3D )o'/7n CORRUGATED wIETAL PIPE .... ___ ...... . -- ................. -....... . ..... ........... '....................... G |O-]J| 0vCKS}D5 DRAIN ... ............. ... ............................ . ....... ...... ....... ...................... ...}B 1O'1.7Z MISCELLANEOUS FACILITIES . ....... ....... --..................... . ................. - ... ....... 3D 10 '1J3 GRATED LINE DK^|H ........ -........................ -......... ................. ^ ............ ........ ..................... -31G |0'c71 SLOPE PROTECTION ............. .. . ----- -........ .... .. .... . ___ . ........ . .....J|J |(~lJ] SLOPE PAVING, ........... .............. ~....._~...... ..... . .......................... ... ........ 3\5 |8'/J6 MISCELLANEOUS CONCRETE CONSTRUCTION .......... ........ ......... 3b 10'1?7 RAPID yTR50GTR MINOR CONCRETE (CURB AND 6VlTEK)`- . ... ................... _- --- - . .. .3|5 l0'L7U MINOR CONCEKETC (STAMPED CONCRETE) .......... .. ............ ................ .............. -'-............. 3\6 !0'i79 MISCELLANEOUS |K0N AND STEEL ...... .. .... ...................... .................. 3\7 (<)|.&0 CHAIN LINK FENCE ........ .......... _ ......... .................................................. ............ ....... .... ......... '317 10'1.81 CHAIN LINK WALK GATE_ ...... ........... ....... ............ ...... - ....... --.................... - ........ .... .l7 10'112 METAL BEAM GUARD Ka|LIN0_......... . ........ . ..... .,. .......... , ...... .......... .... J|7 xcrExNaT|vE IN-LINE T2oIVI|NxL SYSTEM .............. - ...... .............. ........ ............................ ............ }|7 ALrcnn^T|vsrLAxcul'FvwIwAL SYSTEM ..... ... . ..... ...... -'....... ... ................. ....... ............... 38 |V'/.xnrxa:t LINK RAILING ............ -..... .................. .................. -........ _ ........ .... ............. ... ... .... }1Y 1(-|-Sn TUBULAR HAND RAILING ... .................. ........... ......... ------- .... ------~-~---'s|9 10-1.85 CONCRETE BARRIER ...... .................. ........................... -. ....... ........ ......... ............ ----�l9 |V'\.84 TRANSITION RAILING (TYPE V/B) ........ ............... ............... ............... ........ -.................. ..... Jl9 10'1.87 CRASH CUSHION (TYPE CAT) ... .... ........... ..................... ............. .~..'..... .^.......... ........ B9 |o'|.88 CRASH CC8HK}m(ooQnrk»CC) ----------------------------------------- ------ ......... _ _ _ ... . .320 |0'LS978E&N0rL&8T/CTRAFFiC&TK|PE AND PAVEMENT MA RK(9n ...... ------ .... _ ..... .... 3?o |&'|.90 y&YfMGNTMAK&EKS' ........ . ..... ....... ........ ............. . ...... -............ ............................ 2( SECTION }0'Z HIGHWAY PLANTING AND IRRIGATION YyS7EmS. ........ ......... ... .. ... -,........... . ... 3z| 10 `2.01 GENERAL ... ....... ............. .... ..................... .............. ...... .............. ]2) PROGRESS INSPECTIONS .................... ....... ~ ......... ........ - ......... .. _ ___ ........... .................................. Il/ COST BREAK-DOWN ..................... . ... --................. - ............... ........... ..... _ . ....... . ....... ....... . ............. Z2 10-2D2 EXISTING HIGH WAY PLANTING ....... ..... . ........... _ ..................... ...... ...... ............ ~~ ........ }Z6 REMOVE EXISTING PLANTS FOR TRENCHING .... _ __ .................. ... ___ .... ................. ................. ...... I26 PRUNE EXISTING PLANTS .......... .......... ............ ......... ............ .............. ---,..,...,.,,..326 l0^?.03 EXISTING 8|0Kv/AY|RBJGATiOK FACILITIES ............................ ............. .................................. 3Z6 LOCATE EXISTING CROSSOVERS AND CONDUITS --- ...... ...... ......................... . ........ -326 Contract No. 07-166814 iv CHECK AND TEST EXISTING IRRIGATION FACILITIES ................................ ._ ............ ........ .. ......... .......326 REMOVE EXISTING IRRIGATION FACILITIES _ ...................................._.........._... ......................._......... 327 10 -2.04 HIGHWAY PLANTING .............. .................... . ............................ ............. .... .... .... .................................... 327 HIGHWAY PLANTING MATERIALS ................................................. ............................... ............................327 PESTICIDES .......................................................................................... ............................... ............................328 PREPARING PLANTING AREAS ............... .. ................. ........... ............... ................................... ................ ....329 PLANTING ............................................ ................. ....................... ............................ .._ ......... ....................... .... 329 PLANTESTABLISHMENT WORK ............................................................... ........ ..................... ........ .......... ..32 10 -2.05 IRRIGATION SYSTEMS ................................................ . ................................ ................. ...................... ..330 PIPE AND CONDUIT ANCHORS ................. ...................................... ............................... ..........._................330 VALVEBOXES ........................................................ ........................... ............ .............. .... ........ .............. ......... 330 BALLVALVES ..................... .. ............................ ..................................... .......... ... ... ............ ............................. 331 ELECTRIC AUTOMATIC IRRIGATION COMPONENTS_._ .................................... ............................... ....331 IRRIGATION CONTROLLER ENCLOSURE CABINET .................... ............................... ............................332 IRRIGATION SYSTE \1S FUNCTIONAL TEST .................................. ............................... ............................333 IRRIGATION CROSSOVERS (OPEN TRENCH) ................ 333 PIPE ......................................................................................................... ............................... ............................334 BACKFLOWPREVENTER ASSEMBLIES ............ .......................... ..................................... ......................... 334 BACKFLO\V PREVENTER ASSEMBLY EN CLOSURE .................... ............................... ............................334 FILTER ASSEMBLY UNIT ................... "- FINAL IRRIGATION SYSTEM] CHECK .............................. ......................._....... 35 SECTION 10 -3. SIGNALS. LIGHTING AND ELECTRICAL SYSTEMS ............................................. ...................... 336 10 -3.01 DESCRIPTION ................................................................................ ............................... ............................336 10.3.02 COST BREAK- DO\ VNI ................................................. ---------------------- .......... ............. ...:... ........ .._............ 337 10 -3.03 ABBREVIATIONS AND GLOSSARY..... .................................. .................... .................. - .................... 337 10 -3.04 EQUIPMENTLIST ANDDRAWINGS ........... ........................................................ ........... ...................... 342 EXISTING CONTROLLER CABINETS .............................................................. ................................ ............343 10 -3.05 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS ........... ............................343 10 -33.06 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELENIENTS DURING CONSTRUCTION ......................................................................................... ............................... ............................343 10 -3.07 FOUNDATIONS ............................................................................. ............................... ............................345 10 -3.08 STANDARDS, STEEL PEDESTALS. AND POSTS ................................................ ... _..----------- ............... 345 10 -3.09 MODIFY COMMUNICATION SYSTE. M ................................................................. ............................... .345 10 -3.10 CONDUIT ........................................................................................ ............................... ............................345 COMMUNICATION CONDUIT . ........................................ ............... .......... ......................... .... ........ ............... 346 COMMUNICATION CONDUIT ( BRIDGEI ... ....... ...... . ..... .... ... . ....... . ..................... ........ .. ..._--- ..................... 347 10 -3.11 WARNING TAPE ........................._................................................ ............................... ....._......................347 10 -312 COLORED CEMENT B. ACKFILL ...... ............................ ........ .............. ...... ............ ............ ..................... 347 10.3.13 FIBER UNDERGROUND WARNING SIGN _ ............................. ............................... ..............._............347 10 -3.14 PLASTIC SHEET (0.5 MM) ........... ....... .......... ........................... .. ....... ................................ ...................... 47 10 -3.15 SIZE 251NNERDUCT ..................... ......................................... .......... .....__- ................. ............. ...... ..... ... 348 10 -3.16 PULL. BOXES— ........ ................. --- ....................................................................... ...... ......... . ........ 348 COMNIUNICATIONPULL BOXES...... ..................... ................................ — ................................................. 348 SPLICEVAULT ............. ... — ..................................................................... .. ..... ...................... ....... .... ..... ...... ....349 10 -3.17 CONDUCTORS AND WIRING ..................................................... ............................... ............................349 TWISTED PAIR CABLE (TELEPHONE CABLE). ......... -- .... - ............. ............. .................................... 349 TRACERWIRE ................................. ............ ...... .. ................ ..................... ....................... ... ...... .. ................... .350 10.3.18 FIBER OPTIC CABLE .......................................................................------- -......._........_._._-- .- -...- ----.350 FIBER OPTIC OUTSIDE PLANT CABLE ..................:....................... ............................... ............................352 LABELING............................................................................................. ............................... ............................355 CABLEINSTALLATION.. ....... -- ........................... ------ --..__.._....... ..._....._..................... ............................358 SPLICING .............. ........................ .......... .......... ... ... ,.................. ....... ... ............ ....... ......... ......... .................... ...358 SPLICECLOSURES _ ..................................................................._..............--..... ...._._..........._._._...... -- ......358 SPLICETRAYS ...................................................................................... ............................... ............................359 PASSIVE CABLE ASSEMBLIES AND COMPONENTS ................ ........................ ._ ...... .. .................... ........ 359 FIBER OPTIC CABLE TERMINATIONS .........................................:. ............................... ............................359 FIBER TESTING ......................................................................... ............................... ...........................361 10 .3.19 BONDING AND GROUNDING ..................................................... ............................... ............................364 Contract Na. 07- 166814 |0-318 SERVICE ...................... ......... ....................... ' . .............. ................................................ - ...... ...... 365 |0-3.2| ELECTRIC SERVICE (|Ko/GyT|0M) .............................. .......... .................................... ...................... 36; |0-322 NUMBERING ELECTRICAL E0U|yN2> ............ - ........................................... 365 10-3.23 STATE-FURNISHED CONTROLLER ASSEMBLIES ........ .............. ........... 65 10-3.24 LIGHT EMITTING DIODE SIGNAL MODULE ................................................. ........... .................... 366 10-125 LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE MODULES ...................................... ....... 370 |0-126 DETECTORS ..... . .... - -- ..................... ... ...... ...... . ~. ............................ ............. 37l |0-J.27 LUMINAIRES ..................... . ............... ..... ....... ..... .................................... 372 |0-32S SIGN LIGHTING H1TUKGS'nv8QCT|0N ........... .......... .............. ....... �Tl 10-3.1-9 INTERNALLY ILLUMINATED SIGN L!0HTG>xlTGvG DIODE --,,-.. ..... ................ }74 10-3.30 PHOTOELECTRIC CONTROLS ... ...... --........................................................ . ............ .... ` .... ......... 376 103.31 AUTOMATIC vSRlClE CLASSIFICATION STATION ............. ....... -...... ......... 376 GEXCKxL ...... ............. ................ ...... . .... ... ......................... ........ 376 SCREENED TRANSMISSION CABLE ................. '................ ............ .......... ........ 376 ME3VELECTklC SENSORS ............. `....... ...... --....................................... ... --376 |n'332 HIGHWAY ADVISORY RADIO SIGN AND FLASHING BEACON ASSEMBLY ............... .............. ]76 10-3.33 FIBER OPV[TKxF8C MODEM ....... ...... .............. -..... ..^ ....... . ....... . .... . ......... ................. ...... 7o CONFIGURATION SPECIFICATIONS: ............ .... . ............. ........................... .......... ........................ ...... -37S 10'3J4 FIBER OPTIC CnNK0LN0DExI ... ........... .. ...... ........ .............. ........ . ..... 378 |0-J.35 CAMERA C0*TROLMK)D6M ..... . ........................................... ' .... .................................... ..... 37Y 10-3.36 NIO[XFY CLOSED CIRCUIT TELEVISION r&MEK^ . ............................................. ................... 379 LOCAL CONTROL UNIT ........... .... -_ ...... .......... ...... ~,.^~~.,~^.~ ....... ~ ............ ...... ... 380 VIDEO TKANSW\TTE83)x7« TRANSCEIVER ...... ..... .. . .. .......... : ..... ..... ... .38| CLOSED CIRCUIT TELEVISION CAMERA ASSEMBLY .......... ............. ................. ........ 382 CLOSED CIRCUIT TELEVISION CAMERA EVU7Pk{EXT WARRANTY ......................... ........... 30y |V'l]7W0D|FY DATA AND VIDEO NODES ........................... ..................................... ....................... J%Y D4CHAN`NEL BANK ........................ ............ ...................... .......... ........ .— ........................... 38q DS -|OpT|CALIMODCu| ......... .......... . .......... .......... ........... . ..... ...... ........... 3Y| VIDEO REC8v2K/DATA TRANSCEIVER ................................................... ............................................... 392 v|DEOwVLT|PL6XER AND VIDEO DE0ULT|PL2ISK .......................................... ............................... 39w |0-338MOD|FY[A8LE NODE ..... .................... ............. .............................. . ....... ...... ............. .................... 3*5 10-3.39 WORK AT SAN VABK/EL VALLEY HUB BUILDING ........................ ~......................................... 39j |0'lf0 SYSTEM TESTING AND DOCUMENTATION ................. . ....... 396 C/STALLAT|ON AND TEST PLAN .................... ................................... ............... ......................... ...... s96 PRE-INSTALLATION TESTING ............. ........................................................... ... 397 SUB -SYSTEM TESTING .... ................................................................... .. 3y7 FIBER OPTIC CABLE TGSTlH6. .................. . ..... . ...... ........................ ..................... .......................... ... 397 VIDEO LINK TESTING ............. -........... ........ .---.-'-__'--.------......----�97 DATA LINK TESTING .... .................................. ................. .............................. ...... ..'.''-.-.-3oX FINAL ACCEPTANCE TESTING ...... - ........... 3v9 FINAL ACCEPTANCE ............. - .......... ............. ............................... ................. ............. 4»» SvSTruoVrUwF*TAT/AN ........... .............................. ............ ..... ....'4m/ 10-3.41 REMOVING, REINSTALLING 8K SALVAGING ELECTRICAL EQUIPMENT . .......... .... 4o2 10-3.42 DISPOSING 0F ELECTRICAL EQUIPMENT ..................................... ---......... ............. -4^z 10 -3.43 PAYMENT .... .................. ... ............. ............ --- .......... . ................. ...... .................... ........... 4o2 &MGNDmExlsT0 THE STANDARD SPEC[FICA1OOwS .... ...... ............... ............... ........................................ 4o4 Contract No. 07-166814 %i STANDARD PLANS LIST The Standard Plan sheets applicable to this contract include, but are not limited to those indicated below. The Revised Standard Plans (RSP) and New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project plans. GENERAL ROAD WORK (Miscellaneous) AIOA Acronyms and Abbreviations (.A -L) AIOB Acronyms and Abbreviations (M -Z) AIOC Symbols (Sheet I of 2) AIOD Symbo6 (Sheet 2 of 2) A20A Pavement Markers and Traffic Lines, Typical Details A20B Pavement Markers and Traffic Lines, Typical Details A20C Pavement Markers and Traffic Lines, Typical Details A20D Pavement Markers and Traffic Lines, Typical Details A24A Pavement Markings - Arrows A24B Pavement Markings - Arrows A24C Pavement Markings— Symbols and Numerals A24D Pavement Markings — Words A24E Pavement Markings — Words and Crosswalks A62A Excavation and Backfill —Miscellaneous Details A62D Excavation and Backfill — Concrete Pipe Culverts A62DA Excavation and Backfill — Concrete Pipe Culverts A73B ;Markers A73C Delineators, Channeliters and Barricades A76A Concrete Barrier Type 60 A76B Concrete Barrier Type 60 A76D Concrete Barrier Type 60G A76E Concrete Barrier Type 60G A76C Concrete Barrier Type 60S A76H Concrete Barrier Type 60S A77U Metal Beam Guard Railing— Standard Railing Section (Rood Post with Rood Block) A77A2 Metal Beam Guard Railing — Standard Railing Section (Steel Post with Notched Wood or Notched Plastic Block) A77B1 Metal Beam Guard Railing— Standard Hardware A77C1 :Metal Beam Guard Railing — Rood Post and Rood Block Details A77C4 Metal Beam Guard Railing — Typical Railing Delineation and Dike Positioning Details A77E1 Metal Beam Guard Railing— Typical Layouts for Embankments A77E4 Aletal Beam Guard Railing — Typical Layouts for Embankments A77F1 Metal Beam Guard Railing — Typical Layouts for Structure Approach A77G2 Metal Beam Guard Railing — Typical Layouts for Fixed Objects Between Separate Roadbeds (One Way Traffic) A77G3 Metal Beam Guard Railing — Typical Layouts for Roadside Fixed Objects A77111 Metal Railing End Anchor .Assembly (Type SFT) A77112 Metal Railing Rail Tensioning Assembly Contract No. 07- 166814 vii A77113 Metal Railing Anchor Cable and Anchor Plate Details A7711 Metal Railing End Anchor Assembly (Type CA) A7712 Metal Beam Guard Railing— Buried Post End Anchor A77J7 Metal Beam Guard Railing Connections to Bridge Railings without Sidewalks Details No. I A77J2 Metal Beam Guard Railing Connections to Bridge Railings without Sidewalks Details No. 2 A7733 Metal Beau Guard Railing Connections to Abutments and Walls A77J3 Metal Beam Guard Railing Transition Railing (Type NVB) A77L1 Metal Beam Railing Terminal System (Type SRT) A771,2 Metal Beam Railing Terminal System (Type SKY) A7713 Metal Beam Railing Terminal System (Type ET) A77L4 Metal Beam Railing Terminal System (Type CAT) A77L5 Metal Beam Railing Termim it System (Type FLEAT) A82AI Crash Cushion (Type CAT) A8281 Crash Cushion (Type A DI EM) A85 Chain Link Fence RSP A87A Curbs and Driveways A87B Asphalt Concrete Dikes RSP A98A Curb Ramp Details RSP A88B Curb Ramp and Island Passageway Details GENERAL ROAD WORK (Pavements) RSP PI Jointed Plain Concrete Pavement NSP P8 Jointed Plain Concrete Pavement — Individual Slab Replacement RSP Pill Concrete Pavement — Dowel Bar Details RSP P12 Concrete Pavement — Dowel Bar Basket Details RSP P17 Concrete Pavement — Tie Bar Basket Details RSP P18 Concrete Pavement — Lane Schematics and Isolation Joint Detail RSP P20 Concrete Pavement — .Joint Details P30 Concrete Pavement — End Panel Pavement Transitions P45 Concrete Pavement — Drainage Inlet Details No. 1 GENERAL ROAD WORK ( Drainage) RSP D77A Grate Details D87A Corrugated Metal Pipe Downdrain Details D87D Overside Drains D98A Slotted Corrugated Steel Pipe Drain Details D98B Slotted Corrugated Steel Pipe Drain Details D98C Grated Line Drain Details GENERAL ROAD WORK (Planting and Irrigation) Hl Planting and Irrigation — Abbreviations RSP H2 Planting and Irrigation — Symbols H3 Planting and Irrigation Details 113 Planting and Irrigation Details _ H5 Planting and Irrigation Details 116 Planting and Irrigation Details H7 Planting and Irrigation Details 118 Planting and Irrigation Details Contract No. 07- 166814 viii 149 Planting and Irrigation Details 1110 Irrigation Controller Enclosure Cabinet GENERAL ROAD WORK (Temporary Facilities) TI A Temporary Crash Cushion, Sand Filled (Unidirectional) TI B Temporary Crash Cushion, Sand Filled (Bidirectional) T2 Temporary Crash Cushion, Sand Filled (Shoulder Instnllations) T3 Temporary Railing (Type K) T4 ' Temporary Traffic Screen Ti Temporary Terminal Section (type K) RSP T7 Construction Project Funding Identification Signs RSP TIO Traffic Control System for Lane Closure on Freeways and Expressways RSP TIOA Traffic Control System for Lane and Complete Closures on Freeways and Expressways RSP TI I Traffic Control System for Lane Closure on Multilane Conventional Ilighways RSP T14 Traffic Control System for Ramp Closure T56 Temporary Water Pollution Contra] Details (Temporary Fiber Roll) T58 Temporary Water Pollution Control Details (Temporary Construction Entrance) T59 Temporary Water Pollution Control Details (Temporay Concrete Washout Facility) BRIDGE RSP B6-21 Joint Seals (Maximum ;ylovement Rating = 50 mm) BI I -52 Chain Link Railing Type 7 BII -54 Concrete Barrier Type 26 B11 -55 Concrete Barrier Type 732 B11 -56 Concrete Barrier Type 736 ROADSIDE SIGNS Its Roadside Signs, Typical Installation Details No. 1 RS2 Roadside Signs - Wood Post, Typical Installation Details No. 2 RS4 Roadside Signs. Typical Installation Details No.4 OVERHEAD SIGNS RSP S16 Overhead Signs— Walkway Details No. I RSP SI7 Overhead Signs — Walkway Details No. 2 NSP S17A Overhead Signs — Walkway Details No. 3 RSP S18 Overhead Signs — Walkway Safety Railing Details RSP S20 Overhead Signs — Steel Frames— Removable Sign Panel Frames S21 Overhead Signs — Removable Sign Panel Frames Mounting Details S89 Roadside Formed Single Sheet Aluminum Panel S90 Channel and Bolt hole Location, Overhead Formed Sign Panel 591 Overhead Formed Sign Panel, Type A— 3 Mounting hardware 592 Overhead Formed Sign Panel 593 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular Shape S94 Roadside Single Sheet Aluminum Signs, Rectangular Shape S95 Roadside Single Sheet Aluminum Signs, Diamond Shape SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS RSP ES -IA Electrical Systems (Symbols And Abbreviations) RSP ES -IB Electrical Systems (Symbols And Abbreviations) RSP F.S -I C Electrical Systems (Symbols And Abbreviations) RSP ES -2A Electrical Systems (Service Equipment) RSP ES-217 Electrical Systems (Service Equipment ,Notes, Type III Series) Contract No. 07- 166814 ix RSP ES -2E Electrical Systems (Service Equipment and Typical . Wiring Diagram, Type III - B Series) RSP ES -2F Electrical Systems (Service Equipment and Typical Wiring Diagram Type III - C Series) RSP ES -3B Electrical Systems (Controller Cabinet Details) RSP ES -3C Electrical Systems (Controller Cabinet Details) RSP ES -311 Electrical Systems (Irrigation Controller Enclosure Cabinet) ES4A Electrical Systems (Signal Beads and Mountings) ESaB Electrical Systems (Signal }leads and Mountings) ES4C Electrical Systems (Signal (leads and Mountings) ES -01) Electrical Systems (Signal heads and Mountings) RSP ES -5A Electrical Systems (Detectors) ES-5B Electrical Systems (Detectors) RSP ES -51) Electrical Systems (Detectors) RSP ES-6A Electrical Systems (Lighting Standard T }yes 15 and 21) ES-68 Electrical Systems (Lighting Standards Types IS and 21, Barrier Rail Mounted Details) RSP E"E Electrical Systems (Ligbting Standards Types M and 37) ES-6F Electrical Systems (Lighting Standards Types 30 and 31, Base Plate Details) RSP ES -7B Electrical Systems (Signal And Lighting Standard - Type I Standard and Equipment Numbering) RSP ES -7all Electrical Systems (Signal and Lighting Standards - Details No. 1) ES -7N Electrical Systems (Signal and Lighting Standards - Details No. 2) RSP ES-8 Electrical Systems (Pull Box Details) RSP ES$A Electrical Systems (Electrical Details, Structure Installations) RSP ES -9B Electrical Systems (Electrical Details, Structure Installations) RSP ES -9C Electrical Systems (Electrical Details, Structure lastallations) ES -9D Electrical Systems (Electrical Details, Structure Installations) ES-9E Electrical Systems (Electrical Details, Structure Installations) RSP ES -9F Electrical Systems (Flush Soffit Luminaire Modification Details, Structure Installations) RSP ES -16 Electrical Systems (Isolux Diagrams) RSP ES -11 Electrical Systems (Foundation installations) RSP ES -13A Electrical Systems (Splicing Details) RSP ES -13B Electrical Systems (Wiring Details and Fuse Ratings) ES -151 Electrical Systems (Sign Illumination Equipment) RSP ES-15C Electrical Systems (Sign Illumination Equipment) RSP ES-15D Electrical Systems (Lighting and Sign Illumination Control) Contract No. 07-166814 DEPARTINIENT OF TRANSPORTATION NOTICE TO .BIDDERS Bids Open: September 25, 2008 Dated: July 28. 2008 General work description: Replace concrete and AC pavement on mainlines, shoulders, and ramps. The Department will receive sealed bids for CONSTRUCTION ON STATE HIGHWAY IN LOS ANGELES COUNTY, IN LOS ANGELES, ALHAMBRA, .MONTEREY PARK, SAN GABRIEL, ROSEMEAD, EL, MONTE AND BALDWIN PARK FROM ROUTE 5110 SEPARATION TO 0.2 KM EAST OF ROUTE 10.'605 SEPARATION. District - County- Route - Kilometer Post: 07- LA- 10- 29,5/50.4 Contract No, 07- 166814 Federal -aid project no.: ACINI- 010- 1(794)E Bids must be on a unit price basis. Complete the work within 650 working days. The estimated cost of the project is S 160,000.000. No prebid meeting is scheduled for this project. The Department will receive bids until 2:00 p.m. on the bid open date at 3347 Michelson Drive. Suite 100. Irvine, CA 92612- 1692. Bids received after this time will not be accepted. The Department will open and publicly read aloud the bids immediately after the specified closing time, The Department invites bidders or their authorized agents to attend. Standard Specifications and Standard Plans may he viewed at the Department's Web site and may be purchased at: Department of Transportation. Publications Unit 1900 Royal Oaks Drive Sacramento, CA 95815 Special Provisions and Project Plans may be viewed at: 1. The Department's Web site 2.. District office of the district in which the work is located 3. Districts 4 and 12 offices 4. Department of Transportation, Bid Documents 1120 N Street Room 0200. Mail Station 26 Sacramento, CA 95814 Telephone no.: (916) 6544990 District office addresses are provided in the Standard Specifications. The Bid book. Special Provisions, Project Plans, and Information Handout may be obtained at the 1120 N Street location. To expedite orders, a bidder may obtain these documents by faxing an order to (9 16) 654 -7028. Fax orders must include credit card charge number, card expiration date, and authorizing signature. Bidders' inquiries may be presented to the Department by following the instructions at: http:, Contract No. 07- 166814 The Department pasts responses to the questions at the District Web sites. Questions about alleged patent ambiguiry of the plans, specifications. or estimate must be asked before bid opening. After bid opening. such questions will not be ircated as bid protests. The Contractor must have either a Class .A license or a combination of Class C licenses which constitutes a majority of the work. Submit your bid with bidders security equal to at least 10 percent of the bid. The Deparment has established a statewide overall DBE goal. The Department is required to report to FHWA on DBE participation for all federal -aid contracts each year so that attainment efforts may be evaluated. In order to ascertain whether the statewide overall DBE goal is achieved, the Department tracks DBE participation on all federal -aid contracts. Prevailing wages are required on this Contract. The Director of dte California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR Web site, hnp:itiwww.dir.ca.gov, or from the Department's Labor Compliance Office of the district in which the work is located. The federal minimum wage rates for this Contract as determined by the United States Secretary of Labor are available at hnp:Awtivw.dot.ca.govingtesc, o&fedcml- wages. DEPARTMENT OF TRANSPORTATION Dated July 28. 2008 NT Contract No. 07- 166814 2 COPY OF BID ITEM LISP (NOT TO BE USED FOR BIDDING PURPOSES) 07- 166814 Item N0. Item Code Item Drau"iption Unit uTMeuurc Estimated Quantity 1 070012 PROGRESS SCHEDULE 4CRFTIC'AL PATII MF rHOD) I S LUMP SUM 2 070019 "HMGRELVI "ED OVERI[EAD % %'DAY 650 3 071322 'I'ENI'ORARY FENCE Cll'PE CL -1.8) M 330 4 0 - 14016 CONSTRUCTION SITE MANAGEME \T LS LUMP SUM 5 IS) 074019 PREPARE STORM WATER POLLUTION PREVENTION PLAN I.S LUMP SUM 6 074029 TEMPORARY FIBER ROL], M 17 400 7 074033 IEMPORARI'CONSTRUCFION ENTRANCE EA 62 8 074039 IEMI'ORARY DRAINAGE INLET "PROTECTION 1: 540 9 (S) 074040 "TEMPORARY HYDRAULIC MULCH fEONDED FIBER MATRIX) 1 02 22300 10 074(4) STREETSWEEPING l.5 LUn1P SUM II 074042 " TEMPORARY CONCRETE WASHOLrr(PORTABLE) I_S LUMPSUM 12 (S) 120090 CONSTRUCTION AREA SIGNS L.S LUMP SUM 13 (S) 120100 "TRAFFIC CONTROL SYS'TI M LS LUMP SUM H (S) 120116 TYPE I] BARRICADE EA I I " IS (5) 120120 TYPE III BARRICADE USA 350 16 (S) 120149 TEMPORARY PAVEMENT MARKING (PAINT) M2 1150 - 17 (S) L0159 TEMPORARY" IR.4Ft9CSIRIPE(PAINT) M 670 VII ` 18 (SI 120I65 CI4ANNF..LPLER (SURFACE MOUNTED) fA 2030 19 fS) I 20300 TEMPORARY PAVEMENT MARKER AEA 107000 20 (S) 121161 HiMPORARYTERIM INA LSE CT10N('IYPE K) EA 42 Contract No. 07- 166814 3 Item No. Item Code Item Dc ?eription unit ui'Measurc Estinu0.J Ouamity 21 129000 "TEMPORARY RAILING (TYPE: K) M 78 100 22 (S) 129100 "TEMPORARY CRASH CUSHIONMODUL, EA 870 23 (S) 0142;7 '1'E61 PORAI2Y' ClLASH C'USH10N (I'19'f: AD1EAt) EA 4 24 129150 TEMPORARY TRAFFIC SCREEN M 40600 25 150206 ABANDON CULVERT M 190 26 (S) 150608 REMOVE CI AIN LINK FENCE M 1020 27 (S) 150620 REMOVEGATE EA 2 28 (S) 150662 REMOVE METAL BEAM GUARD RAILING M 1600 29 IS) 150704 RJ :M0VE YELLOW THERMOPLASTIC TRAFFIC STRIPE M 177 000 30 (S) 150711 REMOVE PAINTED PRAITIC S "TRIPE M 670000 31 150713 REMOVE PAVEMIKT MARKING M2 330 32 (S) 150714 REMOVE THERMOPLAS1IC I RAFFIC STRIPE M 68 700 33 (S) 150722 REMOVE PAVEMf\'( MARKER 17A 53100 34 I50742 REMOVE ROADSIDE SIGN EA 270 35 150760 REMOVE• SIGN STRUCTURE FN 13 36 1?0772 REMOVE-CURB Al 7710 37 IS0806 REMOTE PIPE M 2780 38 150820 REMOVE INLET EA 120 39 150821 REMOVE HEADWALL. IS LUMPSUM 40 150830 REMOVE REI :AINING WALL (PORTION) N13 2 Comma No. 07-166814 4 Gem N0. Itcm Codc Item Tkscnption Unit OT Ni ium Estinnmd Qumtiry 41 150870 REMOVE CONCRETE DECK SURFACE M2 263 42 151274 SALVAGE CONCRETE BARRIER ('TYPE K) M 1180 43 (S) 151340 RECONS'TRLICI'CI IAIN LINK 1:I7NCE M 200 44 (S) 151625 RECONSTRUCThI Fl A L BEAM GUARD RAI LING (WOOD POSTS Ni 3040 45 152372 RELOCA'I I'. CONCRETE BARRIER (TYPE. K) Ni 1180 46 152430 ADJUSTINLET I ?A 49 47 152332 ADJUS'i N: \NI {OLF: EA 11 48 152440 ADJUST MANUOLE'i0 GR.•ADE FA 15 49 152601 MODIFY INLET` IiA 7 50 153210 REMOVE CONCRE.'FF. 113 650 51 153215 REMOVECONCREI'li(CURB AND GUTTER) M 15 0(K) 52 153221 REMOVE CONCRETE BARRIER Ni 280 53 153225 PREPARECONCRi ?fE BRIDM: DIiCK SURFACE M2 263 54 153235 CLEAN BRIDGE DECK M2 98ti6 55 155003, CAP INLET' FA 35 56 1550(]9 CAP REINFORCED CONCRETE 13OX OPENING EA 1 Si 156572 REMOVE RAILING M 16 58 041422 REMOVE EXISTING METAL RULING M 281 59 157561 BRIDGE REMOVAL (PORTION). LOCATION A IS LUMP SUM 60 157562 BRIDGE REMOVAL (POR "I LOCATION 13 LS LUMP SUM Convaci No. 07.166814 5 Item No. It= Cafe Itcm DaQiption Unit of Mcas Estimated Quantity 61 157563 BRIDGE REMOVAL (PORTION), LOCATION C LS LUMP SUM (i2 157564 BRIDGE REMOVAL. MR] ION). LOCATION D LS LUMP SUM 63 157565 BRIDGE REMOVAL (PORTION). LOCATION E LS LUMP SUM 64 157566 BRIDGE REMOVAL (PORTION). LOCATION F LS LUMP SUM 65 157567 BRIDGE REMOVAL (PORTION). LOCATION G I'S LUMP SUM 66 157568 BRIDGE REMOVAL (PORTION). LOC'A'TION H IS LUMP SLIM 67 157569 BRIDGE REMOVAL (PORTION), LOCATION I is LUMP SUM 68 157570 BRIDGE REMOVAL (PORTION). LOCATION 1 I'S LUMP SUM 69 157571 BRIDGE RFMOVAL(PORTION), LOCATION R LS LUMP SUM 70 157572 BRIDGE REMOVAL (PORTION), LOCH IION L LS LUMP SUM 71 157573 BRIDiJE REMOVAL (POR'['IO;N). LOCA "PION M LS LUMP SUM 72 041423 BRIDGE REMOVAL (PORTION). LOC'AT'ION N LS LUMP SUM 73 160101 CLEARING AND GRUBBING IS LUMP SUM 74 190101 ROADWAY EXCAVATION M3 215000 i5 190105 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY DEPOSITED LEAD) N13 8720 76 (S) 1911110 LEAD COMPLIANCE PLAN I.S LUMPSLIM 77 (F) 193114 SAND BACE14LL M3 30.7 78 194001 DITCH EXCAVATION M3 33 19 148001 IMPORTED BORROW N13 440 80 (S� 2(41001 HIGHWAY PLANTING LS LUMPSUM Contract No. 07- 166814 6 Item No. Item C (x1e Item Desmptiou Unit or Measure Estimawd Qwntiq 81 (S) 2031116 EROSION CONTROL (TYPE D) M2 300 82 IS) 204099 PLANT I:S'I'AIBLISHMENT WORK LS LUMP SUM K3 (S) 208000 IRRIGA "PION SYSTEM US LUMP SUM 84 (S) 208731 200 M:M CORRUGATED HIGH DENSITY POLI "ETHYLENE PIPE CONDUIT M 890 85 (S) 208909 WFEND 200 MM CONDUIT M 4 86 260210 AGGREGATE BASE(APPROACH SIAM) NO 176 87 ?60301 CLASS 3 AGGREGATE 13ASE M3 51 W) 88 28(10(10 LEAN CONCRETE BASE 493 21 900 89 014238 LEAN'CONCRETE BASE (RAPID SEI "PING) N13 151(H) tM 390131 HOT MIS ASPHALT TONN 105 MN) 91 301.10 RUBBERIZED I10TMIX ASPIIACP (GAP GRADED) I ONN 23 600 92 3941173 PLACE 110'1 MIX ASPITALf DIKE (I YPE A) M 700 93 394074 PLACE HOT MIX ASPHALT DIKE TYYPE C) M 820 94 394076 PLACE HOT MIX ASPIIACI DIKC (TYPE E) M 16 800 95 394077 PLACE I IOT MIX ASPHALT DIKE (TYPE F) M 6350 96 394090 PLATE IIOT MIX ASPHALT(MISCELL.ANEOUS AREA) 1 112 7690 97 401000 CONCRETE PAVEMENT M3 37 200 98 014239 CONCRETE PA VEMENI(RAPID SIRENGf.H CONCRETE) 413 28000 99 401066 CONCRET E PAVEMENT (RAMP 7 "BRMIND M3 2650 100 014240 CONCRE rE PAVEMEN f (RAMP TERMINI) (RAPID STRENGTH CONCRED E) 413 501) Contract No, 07- 166814 7 Item No. Itcm Code lion Desaiplmn Unit Ot Memm Estimmed Quantity 101 401103 REPLACE CONCRETE PA VEM EN (RAPI D STRI:N(;r11 CONCRETE) IM3 191100 102 404092 SEAL PAVLMENTJOINT M 757W 103 406003 TIE BAR (DRILL AND BOND) EA 91 700 104 (S) 420201 GRIND EXISTING CONCRETE PAVEMENT M2 619 (100 105 (F) 510060 STRUCTURAL CONCRETE. RE'1:AINING PALL M3 11.4 106 51(7087 STR(1C7URAL CONCRETE. APPROACI I SLAB (TYPE R) M- 1765 107 (F) 510413 CLASS I CONCRETE (BOX CULVERT) N43 9.1 103 (F) 510502 MINOR CONCRETE (MINOR STRUCEURE) M3 869.7 109 510526 MINOR CONCRETE(BACKFILL'1 N13 120 110 510800 1'AVIN(.i NOTCfi EX7liN5lON M3 25.4 111 511106 DRILL AND BOND DOWEL M 110 112 511118 CLEAN EXPANSION JOINT M 101 I 113 515020 REFINISH BRIDGE DECK M'„ 187 114 515041 FURNISH POLYES'IER CONCRETE OVERLAY N13 5A 115 IF) 515042 PLACE POLYESTER CONCRETE OVERLAY N12 263 116 041424 CORE: TREATED BRIIXKE DECK EA 60 117 (S) 519117 JOINS SEAL(NIR 30 MM) M 2 40 l IB (S) 519120 JOINT SEAL (MR 15 MM) NI 1440 119 (S -F) 520101 BAR REINFORCING STEEL. KG 1566.6 120 ($-F) 520107 BAR REINFORCING STEEL (BOX CULVERT) KG 557 Contract No. 07- 166814 8 Itcm No. Item Code Item Dcsmption Unit ol'M.: m Estimated Q=tin I'_1 (F) 540102 TREAT BRIDGE DECK M2 9866 122 540108 11IRNISH BRIDGE DECK 7'Rf ATiENT MATERIAL 1- 4471 123 in 560218 FURNISHSIGN S'I " RUC 'FURE(IBUSS) K<3 17878 124 (S -FI 560219 INSTALL SIGNS IRUCTURE(I RUSS) KG 17878 125 5(40'_33 FURNISII FORMED PANEL SIGN (OVERI IEAD) M2 81 126 5602_9 FURNISH SINGLE SHEEI' AIUMINUM SIGN (2.0 MM- UNFRAMED) M2 75 127 560241 FURNISH SINGLE SHEIiI" ALUMINUM SIGN (1.6 Mht- FRAMED) M2 260 I 28 (S) 561015 1524 MM C ASI' -IN- DRILLED -140LE CONCRETE PILF. (SIGN FOUNDATION) hf 15 129 566011 ROADSIDESIGN- ONEPOST EA 270 130 6150069 450 h1M REINFORCED CONCRETE PIPE Ni 5450 131 650072 525 MM REINFORCED CONCRETE PIPE; M 8 13'_ 650075 600 MM REINFORCED CONCRETE PIPE M 1050 133 664015 '150 hIM CORRUGATED STEEL PIPE (2 01 MM 'CHICK) M 320 134 665733 450 MM SI,OTI "ED CORROGA "E "ED STEEL PIPE 12.01 MM THICK) M 11 100 135 690166 45(1 ?.7h1 CORRUGATED S'IFEL PIPIT D011'NDRAIN (2.01 MM THICK) M zy -� 136 692090 450MM ENTRANCE TAPER RA 4 Liz 703233 GRATED LINE DRAIN M 320 139 705044 450 MM STEEL FLARED END SECTION EA 9 139 (7U'244 900 Mbt PRECAST CONCRETE PIPE MANHOLE Ni 20 140 M(m ROCK SLOPE PROTEC710N (FACING, ME B) M3 10 Contract No. 07- 166814 9 Item Item Code Item Description Unit oFMcaS,ure Eaimmczl Quamiry NP. 141 721810 SLOPE PAVING (CONCRETE) M3 70 142 727901 MINOR CONCRETE (DITCH LINING) M3 81 143 729010 ROCK SLOPE PROTECTION FABRIC M2 28 144 731502 MINOR CONCRETE(MISCELL-ANUOUS M3 12+0 CONS IRUCITON) 145 014241 RAPID STRENGTH MINOR CONCRETE (CURB AND M3 ISO G(PFTER) 146 731505 MINOR CONCRETE (CURB AND SIDEWALK) NO 7.5 147 731519 MINOR CONCRLTE(STAMPED CONCRETE) M2 19 -I00 148 750001 MISCELLANEOUS IRON AND STEEL Kti 146 123 (S -F) 149 800391 C HA N LINK FENCE(1Y1'E CL -1,8) M WO ( S ) 150 802592 1 1 .4 M CHAIN LINK GATE. FA 2 (S) M'PE CL- 1.8) 151 832003 MET AL BEAM GUARD RAILING (WOOD POST) ht 1900 (S) 152 833032 CHAIN LINK RAILI NG(IYPE 7) M 22S (S -F) 153 833088 "TUBULAR HANDRAILING M 73 (S -F) 153 041425 CONCRETE. BARRIER (TYPE 26R) M 72 (F) ( 155 833148 CONCRETE BARRIER (TYPE 26R MODIFIED) M 228 (F) 156 839528 BURIED POSTAIRCHOR EA 2 (S) 157 839541 TRANSITION RAILING (1) PE 8B) EA 41 (S) 158 839576 END GAP (TYPE A) EA 10 (S) 159 839578 END CAP (TYPE TC) EA 41 {S) 160 839581 END ANCI[OR ASSEMBLY EA 19 (S) (TYPE SET) Contract No. 07- 166814 10 Item Item Cotic Item Description Unit oFMcasum Ltimntcd Quantity No. 161 8339584 Al, IT;RNATIVE IN4.INE'1'ERMINAL SYSI'EAI EN II (S) 162 839585 ALTERNATIVE FLARED TERMINAL SYS "IEM 1:1 20 IS) 163 8396(11 C'RASlI CUSHION ( "I'YPr CAT) FA 17 - (S) 164 014242 CRASH CUSHION (SHORTRACC) EA 14 IS) 165 839701 CONCRETE BARRIER (TYPE 60) M 260 166 839708 CONCRETE BARRIER (TYPE 60GC) AI 990 167 0!424 "s CONCRETE BARRIER ('TYPE 60SC MOD) M 180 168 014244 CONCRETE BARRIER (FYPE 60(X MOD) M 7 169 041426 CONCRETE BARRIER (TYPE 732R) (MODIFIED) M 84 (.S-F) 170 839723 CONCRETE BARRIER M PF 7328) M 170 (F) 171 839718 C'ONC'RETE BARRIER (TYPE 7328) M 1088 (F) 172 839728 CONCRETE BARRIER CFYPE 736R) M 691 (F) 173, 840515 THERMOPLAS - TIC PAVEMENT MARKING M2 12 200 (S) 1 174 840561 100 MM THERMOPLASTIC IRAFFIC STRIPE M 256000 (S) 175 84U563 200 MM THERMOPL ASTIC TRAFFIC STRI PE- M I. 91q (S) 176 840564 200 MM THERMOPLASTIC *TRAFFIC STRIPE M 8510 (S) (BROKEN 3.66 M - 0.92 M) 177 840570 100 ANN THERMOPLASTIC TRAFFIC STRIPE. M 121 000 (S) ( (BROKEN 10.981M - - 3.66 M) . 178 8405;1 100 AIM TFIERIIOPI.ASTIC TRAFFIC STRIPE AI 5 230 (S) (BROKEN 5.18 M - 2.14 M) 179 850101 PAVEAIEN "F6IARKER(NON- REFLECIIVE) EA 33 4(93 (S) 180 85um PAVE-MEN F MARKER IREFROREFLECI IVE) E.A - 32900 (S) Contract No. 07- 166814 licm here Co&. hem Description I. IID1 ofMe=m. IStilmncj Quala if No. 181 86(x)90 MAItiTAINING EM'S1ING T'RAfric MANAGEMENT I -S LUMP SUM (S) tSYSTEA -0Ei.EMENI'S DURING CONSTRUCTION 182 850400 L,IG1{TING(1'IiMPORARY) LS LUMPSUM (S) 183 014245 HIGHWAY ADVISORY RADIO) SIGN AND - EA 1 (S) FLASHING BEACON ASSEMBLY IS4 80{i6i5 M ODIFYFLASIUMIBPACON l.S 1.t1MP SUM (S) 185 860761 LICII IINOCONDU] "](BRIDGE) M 1540 (S) Iwi 014246 MODIFY FL1:0'RIC SERVICE (IRRIGATION) IS LUMP SUM (S) 187 860989 MODIFY IRAYFIC MONITORING STATION I'S ( LUMP SUM (S) 188 014'_47 MODIFYAI iMM.ATIC VEHICLE CLASSIRCA'ION LS LUMP SUM {S) STATION' 189 014248 MODII'`Y COMhAIAiCA'CION SYSCfiM LS LUMP SUM (St 190 014244 AiDD(F1 CLOSED CiRCUll TIiLEVISION CAMERA ILS LUMP SUM (5) 191 014250 MODIf DA'LA AND VIDEO NODES (LOCATION � LS LUMP SUM (S) Al ROLUE 3MOUTE 10) 142 014251 MODIFY DATA AND VIDEO NODES (LOCATION LS LUMP SUM (S) SB249) 193 014252 MODIFY CABLE NODE, IS LUMP SUM (S) 194 014253 WORK A SAN GABRIE:L VALLEY I'IL'B BUILDING LS LUMP SUM (S) I" 369075 Sys-I T ISM 'PLS'I ING AN[) DOCUMENTATION LS LUMP SUM _ (S) 196 881pSS MODIFY KAMP METERING SYSTEM LS LUMP SUM (S) 197 861501 MODIFY SIGNALAN'D LIG DING LS LUMP SUM (S) 198 861504 MODIFY 1. IGHTING AND SIGN ILLUMINATION LS LUMP SUM (S) I> 699990 MOBILIZATION LS LUMP SUM Convacftea. 07 - 165814 12 O nr \ § � �k \ za: / ! . z0 9i r ( ( •� \ . � |�; \G 29M \[. ;# } j - � ( ! t , • �! ! \ '; g �)• §a�q�, _ d i d Its, §; - | §[ § §]§ \ m . $: }� ., || ƒ]4 %�. , | ~` . . ., . ��� ■�[�§ \/ f All b\� - M . : \ -j \$` / . <� .. \ :.� Z - \ \� $) \g . .�\ r 2 z /. !) \§! }) »\�! &R m§• ; | \va \)� ! | | \)!) §\ I w; D ` & ( \).P!/ | |/ /§( \ \/}\ \ m \ \ | §). \ e, �, � !! /!](� , | ! , . }!!)_• §i!! � � MOM \/ - |� CO O " O \ `( ` ~ s »§ . ; {� w� a W o � W J v/ W 0 a m Q U IL Z Q W W = sssa U CJ� n M yy 6 5 q s .--I ph �g fi Y b C 9 U rT, s 't, �9 a �= H� .1 ,� 4 'gi y �- a aa hn 1 MEN Ali AN "IN ssk� g a q - 3 All ���s���g ° "� ; g a g l g__..n5:� s_- l�...... 6 3S °s la'e_ aw N W U — Z V W O n � O .I ', I� I��Y'I r I x 3 i I ` L o 1 w i SAN GABRIEL SLOPES LANDSCAPE IMPROVEMENTS CONSTRUCTION COST ESTIMATE BY ECOLOGIC, INC. DESCRIPTION UNIT QTY UNIT TOTAL TREES 24" Box EA 39 $ 242.00 $ 9,438.00 PROTECTION EA 59 $ 25.00 $ 1,475.00 REMOVAL EA 0 $ 175.00 $ - SHRUBS MYOPORUM - 1 GAL EA 167 $ 6.50 $ 1,085.50 SALVIA LEUCANTHA / PLUMBAGO AURICULATA / DWARF GROUNDCOVER BOUGAINVILLEA 'CRIMSON JEWEL' AND'ROSENKA' - 5 GAL EA 364 $ 24.00 $ 8,736.00 ROSE - 'TRUMPETER' OR'SHOWBIZ' - 5 GAL EA 166 $ 26.00 $ 4,316.00 BOUGAINVILLEA 'SAN DIEGO RED','BARBARA KARST', 'CALFORNIA GOLD', AND 'TAHITIAN DAWN'- 5 GAL EA 48 $ 18.00 $ 864.00 CLEARING AND GRUBBING SF 65120 $ 0.07 $ 4,558.40 (ALL WEST SIDE, ONLY ROSE AREA ON EAST) $ - MULCH ((d 3" THICK JUST ON SLOPE) SF 18150 $ 0.30 $ 5,445.00 SOIL PREP SF 18150 $ 0.22 $ 3,993.00 SLOPE STABILIZATION METHODS SF 18150 $ 0.38 $ 6,897.00 (JUTE NETTING ON 4:1 SLOPES) $ - PLANT ESTABLISHMENT (90 Days) LS 1 $ 2,100.00 $ 2,100.00 Pest Control GOLPHER CAGES TREES EA 39 $ 28.00 $ 1,092.00 GOLPHER CAGES SHRUBS - BOUGAINVILLEAS EA 48 $ 6.00 $ 288.00 GOLPHER BARRIER - ROSES LF 300 $ 3.50 $ 1,050.00 GOLPHER ERADICATION SF 65120 $ 0.09 $ 5,860.80 INCLUDES INITIAL INTENSIVE TREATMENT WITH 3 SUBSEQUENT 2 WEEK FOLLOW UP TREATMENTS IRRIGATION MODIFICATIONS ADDITIONAL BUBBLERS EA 823 $ 6.75 $ 5,555.25 CONTROL AND NEUTRAL CONDUCTORS LF 1000 $ 0.25 $ 250.00 1 -1/2" REMOTE CONTROL VALVES EA 2 $ 250.00 $ 500.00 TOTAL= $ 63,503.95 ROSEMEAD CITY COUNCIL ib 3 STAFF REPORT TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: JEFF ALLRED, CITY MANAGER 91A DATE: DECEMBER 14, 2010 SUBJECT: INTERSTATE 10 AND SAN GABRIEL BOULEVARD LANDSCAPE IMPROVEMENTS — CONTRACT AWARD SUMMARY As part of the City's Fiscal Year 2010 -11 Capital Improvement Program, the City Council approved a project to improve freeway off ramp areas adjacent to the Interstate 10 Freeway at San Gabriel Boulevard. This project includes a complete landscape makeover, which includes ground cover, trees, shrubs, and color splashes (roses and perennials) on off ramp slopes and adjacent areas. Staff Recommendation It is recommended that the City Council: 1. Approve the landscape plans and specifications. 2. Adopt Resolution . No. 2010 - 83 ,authorizing the City Manager to enter into a contract with Eco Logic Inc. for the I -10 /San Gabriel Boulevard Beautification Project (using the State of California Department of Transportation Contract No. 07- 166814) in the amount of $63,503.95 and establish an amount of $9,500 (approximately 15 %) to cover the cost of unforeseen construction expenses. DISCUSSION The 1 -10/ San Gabriel Boulevard Beautification Project is located on the freeway off ramp slopes, south of the 1 -10 Freeway just adjacent to San Gabriel Boulevard. There are several maintenance issues along these slope areas including overgrown weeds, trash debris, and graffiti. The City's Public Works Department routinely monitors this stretch of roadway and spends considerable time removing weeds and trash debris. The proposed project includes drought tolerant shrubs, groundcover, trees and color splashes (roses and perennials) along the slope areas adjacent to the freeway. This mix of plant and tree species will provide a continual bloom from spring through fall months ITEM NO. O n l ei___ APPROVED FOR CITY COUNCIL AGENDA: City Council Meeting December 14, 2010. Page 2 of 3 and beautify non - landscaped areas where trash and weeds currently accumulate. Together with the upcoming freeway underpass bridge painting project, this landscaping improvement work will provide a welcome entry into the City of Rosemead. This project is the second location of a multiple phase approach to improve all 1 -10 Freeway off ramp areas in the City, also including Rosemead Boulevard, Walnut Grove Avenue, and Del Mar Avenue. In conjunction with the existing Caltrans 1 -10 Freeway off ramp improvements, the City has been able to work with Caltrans officials to develop landscaping plans and coordinate beautification improvements to immediately follow roadway improvements at these locations. The Council previously approved a contract for improvements along Del Mar Avenue. Clearing and grubbing work has started at the Del Mar location and landscape planting is expected to be finished in December. Once finished with Del Mar, crews will move to San Gabriel Blvd off ramp locations (in early January). The City's landscaping plans are intended to improve upon the State's initial plans to install groundcover and other commonly used landscaping materials at these locations. Caltrans officials have approved the City's proposed landscaping plans and have authorized Caltrans' landscape contractor, Eco Logic Inc., to complete improvements. Eco Logic Inc. competitively bid and was awarded a State landscaping contract to complete work as part of the State's 1 -10 Improvement Project (Attachment 1). By utilizing this previously competitively bid contract, the City will save significant costs associated with contractor mobilization, irrigation materials, rodent control, and permitting (these costs are already included in Ecologic's contract with the State). As a result, the City will only be responsible for the costs associated with installing the City's preferred landscaping materials. The City will also save a substantial amount of time as compared to the normal design review and encroachment permitting process through Caltrans, which can sometimes take 6 -12 months. In accordance with the City's Purchasing Policy, the City Council may use a competitive bid conducted by another public agency to purchase goods and services. The attached resolution has been reviewed by the City Attorney and outlines the findings made to take advantage of the State's existing landscape improvement contract. FINANCIAL REVIEW Funding for this project was approved by the City Council as part of the City's Capital Improvement Program, Budget. There is approximately $500,000 available for beautification improvements at Interstate 10 freeway off ramp locations. ENVIRONMENTAL REVIEW The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15304 (a) of the CEQA Implementing Guidelines. This exemption covers projects involving minor alterations of land that do not have a significant effect on the environment. City Council Meeting December 14, 2010. Page 3 of 3 Prepared by: Rafael Fajardo Associate Civil Engineer Submitted by: Chris Marcarello Public Works Director Attachments: (1) State California Department of Transportation Landscaping Bid and Agreement (2) Resolution 2010 - (3) Location Map and Plans (4) Bid Proposal (5) Dunn and Bradstreet Report — Ecologic, Inc. — Not Available