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CC - Item 8E - Interstate 10 and San Gabriel Blvd Landscape Improvements Contract AwardROSEMEAD CITY COUNCIL STAFF REPORT TO: THE HONORABLE MAYOR AND CITY COUNCIL FROM: JEFF ALLRED, CITY MANAGER `ff'!„Vj 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 - 8 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. 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 of 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 m- N < F qU\_ '-GOgf 6aH0V V� o ti FF o 0 0 V " r d tJ h xV � F Zm G F pm S v U m W N r m m o ._ Inovl ono ror x > 4 I.nm�n bnm urnb NnN a ^ ^Sr mHm 1 3 U P O P (V O N S O N O O O H q W d W x d 1 4. a L4 p W 9 VI f m T J W 1 q O w y 'L .] m V b z E- Z W b K N Ga x� n G N O m m O f q O n xd O a U H Mui d m pV o V a x ¢ aIX sOOa pis O �2 m a U W W N x O vi $ ¢' In O tv „ ^ O 4 " ❑ x PO .] V p° 'gnu �J �2 H 1 p ttI' Q N 0 4 U Nm (!) aN 6HNtt p a V1 C'1 H e W qF mo f � m m m ❑� h vJ ti O w 5 1 ,7' N n 1p r$ s O m O In P In O a q a r v. p a N O e1 Ci G m T Vf 14 O 0.0 4J ✓1 W 5 D m c q £ W U q W f m r'u Oz 1 6 O OxF N +W 0 q x q C ?U G x C mV0 O n mu mo a _ a N Q H F _ rvW 6 a -• p N m U m ❑ 0 + 0 H X K n o a _❑ a � O G r `' •' m M a I(1 C (V C E m r m N F :J D ❑ h H a W ❑ K a � 5 �+ F F O y ry �• Y i r ❑ V V m ❑ y s O E � y I 1 J Q O 4 U Z U � H W { q V K G a 4 4 U U y sU WU 4 C O U U W W O 0. 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IF ^IpCOID@ NONCWMNNONN OI(iPOOOCOCOOOOOD +lp fV'.- rO ap O WV NI(1N @CSNn VIN P +flb ll1000N0'1 ❑ I '-I !'i f'. F Q+ h .-1 0 n1 n O iD O V^'ll fl l+l G+.Y n N1I+Nn N1p N CI V'QC+ tON y p n N ry n + O O O O 0 O O O O O O O Q O O O O O O O O O 0 O O ......... O O O O O + 0 0 0 C p 6 O O O O O O O O Q D G O O N O C O O O O O O d OO O O O O O O D 0 + O O VI C O O O O O O O O O O O O O O O N O N O O O O G O O O 0 O O O O O O 0 O +IIINNTOONCtO @O.iOV:N GIOW@nNt'fp@OOD0mOOOOOOOOOO (-+1 dN.4r(- 1 @QFNh+CN NipNOPCOIC Of:+ -1N V1 OrC0Fh Vr fiOnOnl ^F +0 n�m.¢!r'I U1N C1 QFmN4ON 1G e-I +DNC+- !�IOmNOONNONIp© p n + C I + p t O O C O G O O O O O O O 6 O C C O O N D O O O O O C G G O O O O O O O O b O 10 + P O O C O 0 0 0 O O O O O O O U O@ U1 h N Itl O 6 O O 0 0 0 G O O O O U O O O Ci @ + V . G O O O O O O O O O O C I If/1 + O V1 F O II O O h O N O O O N G N N O 0 C 0 h 0 000000 O O O --+00 +NNNtpOCU1 C.NNNr'I tttCPC OOCO 0000000000 tpNO !\ ❑+P nNt^. In MONO hIONOpOn V'h-. aC y^ +-I -' NCn rI n�iOONNOnVr6 h ^ C It C C O I L'] ^ ©C+CNNnpN V'hmO+GnNr'ICNOhN01ONNmCNLLih @01O ^i .N mC4') \:M10 b:0 ^ FhhFhhh hO ®i96 @ @ @ @ @ @P.Tm 0. 0+C1 Y N'4 .Y.�.nn.y.ynn. -f-+. n nM nn n.y �innN.Nn N.yNn n-4 .-in O i\ ia1 6 C J \ r O O O O r O O O O r a O O O O r d O O O n r O O O C _F raaod n r or+ao n 7 1 N N C N N Or N4 ^� m W ' I � t OOP O m O r0 raPPD c. r a000 .. r 0000 :➢ O�dono romDo i7 f: e Z ~ ti .-I 1 oaoP a q � o00o In rodPn � r0000 0 F I rnmo r m zlmNmo 0 plm mm - 4 '. 6. VI g ASS G P p 0 1 y' i O O a a n 1 0 6 0 0 F laood r �aooP 5 q I �nnma H i /�NmO 4 6 Nm to @ I O O n O O N r D P O C r p O Ifl I ODOO t'1 F rdmDC o roNNd G rvr m I p n r 7 Dbnn r+ 10 �oaaa m 1 J ei 1� r O O a O zoo r'Jj OCO I ooca 0 , @.+o m�\ ❑:oe+oo V y� Ill In 1 ONryD n N 9 1 m O \ f r N .00 r F mncm O efric STATE OF CALIFORNIA I r DEPARTAI ENT OF TRANSPORTATION NOTICE TO BIDDERS 1 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 5 /10 SEPARATION TO 0.2 KAI EAST OF ROUTE 10/605 SEPARATION In District 07 On Route 10 Under Bid book dated .July 28. 20H Project Plans approved May 5, 2008 Standard Specifications dated 1999 Standard Plans dated 2004 Identified by Contract No. 07- 166814 07- LA- 10- 29.5150.4 Federal -Aid Project ACIM- 010- 1(794)E Bids Open: September 2v, 2608 Dated: July 28,'_008 OSD Iii i..YtftlYY..YitltY t R R t R t a R%It IRY tS It% IYM Y.Y%%Y%R % % %YYY.Yt %ti.11iY•YR %Si Sa# Y t t% R R . t a% Y w% R i . • Y t Y R R% aY #wtatiaiw % %kYYffttkYiti YaY4 %Y %iai #R % %R %aR}tffta attRtwtflR %tt %tx"w4f %YYYw %Rik #t%•i1RwR Rt % %R% • The Department moved the Amendments to the Standard Specifications to the back of the book titled "Notice to Bidders and Special Provisions." • The Department retitled the "Proposal and Contract" book to "Bid" book and: I. Simplified the language 2. Moved clauses and the contract i'orm from the "Proposal and Contract" book into the Amendments to the Standard Specifications �. Standardized the forms • The Department retitled the "Novice to Corunciors" to "Notice to Bidders" and: 1. Simplified the Imtguage 2. Moved clauses from the "Notice to Contractors" into die Amendments to the Standard Specifications ._ Standardized instructions for bidders' 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 3. "General," of these special provisions for insurance and additional bidding requirements under "Rolling Owner Controlled Insurance Program (ROCIP)." TABLE OF CON NOTICE TO BIDDERS C0yyOr BID ITEM LIST_ ............. .......... ... _... ... ............. ^,~,_ ................................ . .. __~ ... ... '....... i SPECIAL pxn , 0ONI' ................. _-~.................. . ..... ----........................ ... .. SF(7l0N|(8L\NK) ..^- . ....... -'............ ......... ... . ...`,.~..-----.|; SECTION BIDDING ..... ........ ................... ............ ..... -... .- ......... . ... ......... .................... . 8 SECTION 2-/GEHEKAL ..... ....................... ...... ........................ ............... -......... ... .................. �|3 2-|.0|PkEB|DVUxL|RC^ll0N0UESOONKA|KS ....... ....... .............................. ................ ..................... l3 &2CT|0N3[DXTnA[TAv/AK0 AND EXECUTION ................. ..................... A SECTION 4. BEGINNING 8F WORK. luN'E0f(IN4pLET|Om, AND LIQUIDATED DAMAGES ............ w INCENTIVES DISINCENTIVES ... ... . ................ ............ ........ ....... . .. '-......................... |j SDCll0VI5VtNEkAL ...... .......................................... ............ . ...................... ........... ................. !6 lt[T}ON5-1 NI|SrCLLaN[OU5, ...................... ...... ,............... ... - ........... ............ ..... ................. .... 6 5 -1-01 YK^|0WG' ................................ .. .................... .................................... ...... . .................. |6 5'}.02 ROLLING OWNER CONTROLLED INSURANCE PROGRAM IKOC|P> .... . ... . ... . ......... ............ ............ 6 |lS FORCE ACCOUNT ,«Yw6xl . ........... ............................................................................. ......... zs 5-1.04 COMPENSATION ADJUSTMENTS FOR PRICE INDEX FLUCTUATIONS ... ......... ..... . ... . ...... 26 5 ^ll0 AREAS FOR CONTRACTOR'S USE ......................... .................. - ............ ......................... ..................... ZJ j^|.06 PAYMENTS .................... ....... ......................................................................... ............ ........ ..................... 27 Aln PROJECT |NF0KN^xln0N. ............................................................ ........................................................... 28 5.|8S SOUND CONTROL REQUIREMENTS. ............. ........ ......... .. . ........... ..... .... l8 5-1.04 RELATIONS WITH CALIFORNIA REGIONAL WATER VV&UTvO}NTK8L BOARD ........ ............ 29 W .m aEK]xLLvDGp03kE0 LEAD .... ... .' .... ....................... . ........... ... . 0 y]| PRESERVATION OFM<OPERJ) . ..................... .................... _ . .... ......... `............. -_-...... .... ..B 5 -U2 DAMAGE REPAIR ..................... ............................................... . ....... . .. -...... �| g.|3 RELIEF FROM MAINTENANCE AND RESPONSIBILITY ... ......... .......... . ............. .... 3| SECTION BLANK) .... .. ....... . ............................. . ...... .| SECTION 7.(BLx*K) ... - .................... .............. - ...... .... ........... o SECTION S. IMLATEn|xLS .............................. ... ..... ............... .......................................................... ............... ....... 3| SC<7l0N|-i MISCELLANEOUS. ........................................................ ........ ..................... ............... ........................ .| s-|oi sU8sT}rUT/0w0Fa8N-m67k|C MATERIALS AND PRODUCTS .... .............. ........ ........................ 3/ 8-i.08pK2oUALi0CD AND TESTED SIGNING AND DELINEATION MATERIALS ......................... ....... .18 8'113 STATE'[Uv,\'/S*60u6Tt-. .... ................... .................... .......... ...... ......... ........... ....... 4* S '|ow SLAG AGGREGATE ...................... .. .. ....... . ...... ..................... 44 SECTION CONCK£T2- .............................. ...... .... ... 45 8-1/0|PVKTLxNDC[uiSpT CONCRETE ...... .......... ................................. 4� S5[7l0mS-1.*ELnINuG ............................................................................. ........................................... ...................... 40 8 '3.01 WELDING ................................ ........................................................................................... ....... ................. 46 WELDING VOAUr/C8*TK0L' .............. ....................................... .... 4x WELDING p)n OVERHEAD SIGN AND POLE STRUCTURES ...... ..................... .............. ....................... 51 PAYMENT ...... ... - ........... , ....... ...- .... ........... ........................................ .............. ...... . ... ........... ... 51 SECTION 9\DESCk)P BRIDGE WORK .................... .............. -.............. ...... . _ ....... ......... ....... 52 S17r7|0w10. COKTK8UCl ION DETAILS ........ ..................... ....... .... .... ... .......... 3 SECTION 10-1. GENERAL ---...-..--------------------- ............. . ................ ..... 5a 10'1.01 CONSTRUCT PROJECT INFORMATION SIGNS ...... ... ..... ......... . .... ....... jS }0'|1u ORDER 0r WORK .............. ......................... ..................................................... ....... 54 10 '1/0 WATER POLLUTION CONTROL ... -..................................................................................................... 55 10'1.04 CONSTRUCTION SITE MxXaGEkICNT ................ .......... .......................................... ...................... 6| |V'|{VSTREET39/E5P8NG .. ___ ............ ............ - ....... ... . ..... .... -.,69 /V'!8fllEMvOKAKYHYDR*UL|C MULCH (BONDED Fl8ER&,aTk|X) ... ..................... -...... ...... ........ 69 |o'|/l7T[/IP0kAKYC0KCKEJC WASHOUT (POKTxRLE) ..... ----------- . ... ___ .................... ..... .... 7| |V'lf*TENPORAKYF|8ER ROLL ---_. .............................................. ........................ .~........ .......... 72 }V'|.09TENPOKARY FENCE .... ..... ........ ............... 74 Cont�t No. 07-166814 10 -1-I 1 'TEMPORARY DRAINAGE INLET PROTECTION ................... ............................... . .......... ....... ..... ....... 76 10 -1.12 COOPERAT ION.._._ ........................................................................_..--._..__.............. .............................79 10 -1.13 PROGRESS SCHEDULE (CRITICAL PATH METIIOD) ........................................... ............................... 79 10 -1.14 TIME- RELATED OVERHEAD .................. ........ _.......... .............. ..........__........_....................................... 85 10 -1.15 OBSTRUCTIONS ...................... .................................................................................... ............................... 87 10 -1.16 DUSTCONTROL .......................................................................................................... ............................... 87 10 -1.17 CONSTRUCTION AREA TRAFFIC CONTROL DEV ICES ...................... 87 10 -1.18 CONSTRUCTION AREA SIGNS ................................................................................... .............................88 10 -1.19 MAINTAINING TRAFFIC ............................... . .... ........................ ................... .................. ....................... .89 10 -120 CLOSURE REQUIREMENTS 'AND CONDITIONS ................................. .... ................. .. ........................ 00 10- 121 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ............... ............................... ..........................201 STATIONARY LANE CLOSURE ......... ......................................... ............. .._ ............................... ............. .... 202 MOVINGLANE CLOSURE ....................... ... .... .. ................................................. ............. .............. .... ............. 202 PAYMENT ............. ........... .............. ..................................................... ......... .................................................... .20? 10 -122 TEMPORARY PAVEMENT DELINEATION ..... .. .............................................. ................ .................... 03 10 -123 BA RRICADE ................ ....... ....................................................... ................................... .......................... .?05 10-124 PORTABLE Cl'IANGEABLE MESSAGE SIGN ......................... ..........._._................. ............................205 10 -125 TEMPORARY R. AILING ..... ............................................ ............ .... .... ................................................ ...... 306 10 -126 CHANNELIZER. ..... ... ...................................... ............................... ............................... ............................206 10 -127 TEMPORARY TRAFFIC SCREEN .... ............... .................. .... ........ .......... ................................ .............. 206 10 -1 -28 TEMPORARY CRASI -i CUSHION MODULE .......................... . _ .... .... ....... ........ ................................ .... 207 10- 1 29 TEMPORARY CRASH CUSHION (. ADIEM) ............................................................... ............................20R 10 -1.30 EXISTING HIGHWAY FACILITIES_ --- .................................................... ................. ............................208 ABANDONCULVERT ...... ....................... ................. . ...................................................................................... 208 SALVAGE CONCRETE BARRIER (TYPE K)_ ... .......................................... .............. .......... ........................ 209 REMOVE METAL BEAM GUARD RAILING_ ................................... ............................... ............................209 REMOVESIGN STRUCTURE .............................................................. ............................... ............................209 REMOVEPAVEMENT MARKER ....... ........... _ .............................................. ........................................... ....109 REMOVECHAIN LINK FENCE .......................................................... ............................... ............................209 REMOVECiATE _ ....................................................._..................:..... ............................... ....................._......210 REMOVE TR.APFIC STRIPE AND PAVEMENT MARKING ..... ____ ... .................................................. .210 REMOVE DRAINAGE FACILITY .................... ._.............. ... ... .......... ............ ....... ............................ :.............. 211 REMOVEROADSIDE SIGN ......................._..............................._.................................... ............................?11 RECONSTRUCT CHAIN LINT: FENCE ............................................... ............................... ............................211 RECONSTRUCT' METAL BEAM. GUARD RAILING ....... ......... ............ ------------ .................................... ...... _ 11 RELOCATE CONCRETE BARRIER (TYPE K) ................................... ............................... ............................21`2 ADJUSTINLET......... ................ ........................................................................ _. ......................... .................... 12 MODIFYINLET ..................................................................................... ............................... ............................212 MODIFY REINFORCE(? CONCRETE BOX ................................................................... ............................... 212 ADJUSTMANHOLE _ ..................................................................................................... ............................... 21'_ .ADJUSTM.ANHOL.E TO CRADE ...................................................................:..........._.. ............................... 213 CAPINLET.... ....... .................................................................................. ............................... ............................213 CAP INLET AND REINFORCED CONCRETE BOX OPENING ................ ....................................... ........... 13 EXISTINGLOOP DETECTORS ............................... ................................................ .............. ............... .......... 314 BRIDGEREMOVAL (PORTION I... ..................................................... ............................... ....................._......214 CLEANBRIDGE DECK .............. ................................................ .......................................................... ........... 215 PREPARE CONCRETE BRIDGE DECK SURFACE ............................ .......... ............................................... 216 REMOVE CONCRETE DECK SURFACE ............................................................. ............................... ............... REMOVECON CRETE .......................................................................... ............................... ............................217 REMOVEUNSOUND CONCRETE .............. .... .......... ... ............ .......... ............ ......................... .. ... ............. ..... 217 10 .1.31 CLEARING AND GRUBBING ... ............................ ................ .......... ...... ___ ..... ................. ............ ...... .218 10 -1.33 EARTHWORK ................................................................................ ......:........................ ............................218 10 -1.33 CONTROLLED LOW STRENGTH MATERIAL__ ............ __ .......... ...... ....................................... 10 -1.34 MATERIAL CONTAINING AERIALLY DEPOSITED LEAD .... ............................... ............................219 10 -1.35 EROSION CONTROI. (TYPE D) ._._.....--._ .............................. ....._......................... ............................222 10 -1.36 IRRIGATION CROSSOVERS .............. ..................................................................................................... 225 10 -1.37 EXTEND IRRIGATION CROSSOVERS ......................................... ................................................ ........ 25 10 -1.38 AGGREGATE 13ASE .................................................................................................... .............................25 10 -1.39 LEAN CONCRETE 13ASE ............................. ... ...... .......................... .._._........ ..................................... ....226 Contract No. 07. 166814 ii 10'1x0 LEAN CONCRETE BASE (RAPID SETTING) . .. ... ...... ..-`....... -....... ......... 216 MIX DESIGN ..... ....... ....................... ........ ..... ..... .-. ..................... . ... ...... zz7 STKEN5To ........... . ..... - ...... ........ .... . ......... ...... ....... ..... ........ ........... - ......... .... .......... 2z7 VOLUMETRIC PROPORTIONING .............. ...... .............................. --......... ...................................... .... 117 MEASUREMENT PAYMENT ................................ . .................... .................... .............. ................. 227 |(`|;|HUTN|l ASPHALT ....... ......... .................................. .. ............ ................................. Z27 !0-Nl RUBBERIZED HOT MIN ASPHALT (CAP GRADED) .......... .. ~ ........................................ ......... 229 |N.43HOTmoAS98ALT(v|SCELL&N20US AREAS) ................. ....... -.......... 2_3| |0'/.f4H0Tm|%xSyR^LT^GGkG6aTEL|WETKCxTNEyT-SLUKKYWETH0D . ........ 23| NEASUR6NIENT pAYWCpT- ........... ...... ........... .... ... 23] 10'1.45 HOT Nil X ASyR^ LT AGGREGATE L|NI2TRExTx ENT -DRY LIME METHOD ... -'... 293 |0.46 LIQUID xmT}srK|y TREATMENT ..... ...... ......... ................. ............. ............... ........ ............... 296 10'1.47 CONCRETE yuVEWEVT....... .............. ............... .... . . ........ 23S |0-wx REPLACE CONCRETE PAVEMENT (RAPID sDRENGTH CONCRETE) .......................... -........... 2n8 DOWEL .. ............... .... _ __ ................. 260 )0'|.49 CONCRETE P*V[.\iENT (RAPID STRENGTH CONCRETE) .......... ................................................... l60 TIE BARS ....................... ... ........ ... ....... ..... ...... ..... ... 261 DOWEL - ... .......... ........ ............ _ ....... . .... ............... .26| DOWEL BAR BOND BREAKER .... ....... . ....... .......... ....... -.......... ................. .......... ........ 2oZ DOWEL BASKETS ............ . -.......... , ....................................... ....... . ......... ,......................... 262 TIE BAR BASKETS ............................. ................................. ...... ................. ..... ..................... }6l n5|NFnKCENE;T. ............................................. . 263 TIE BARS ALONG LONGITUDINAL JOINT FOR SHOKTKxD|USCUKvSS ........ ........................ ....... 163 PREFORMED COMPRESSION JOINT SEALANT ..... ............. .............. .............................. 2^6 |Njo GRIND EXISTING CONCRETE PxvENrNT ................... '....................................................... l68 10'1J1 DISPOSAL 8F PORTLAND CEMENT CONCRETE (pCC) PAVEMENT GROOVING ^mnGRINDING KES0UEl .... ....... ................... .......... _ _ _ ........ . .......... ............... --...... ....... 269 |0'ill PILING ... ............. . . ... .... ~ ...... ..... ......... . ........... ........ ___ ..... ............ --'..... .... ....... . ..... Ih) 6GNEKxL .. . ....................................... . . .......... ... -.......... ...... ... .................... l7n [aST-|x'DK|LL8n'H0L2 CONCRETE MLE3' ............ ................ ............... ....... ---------- ........ .I7V .MEASUREMENT AND PxTMEXT(0uN0) ........................................ ...... ....... ..................................... ZS| 10J3 [0XCKETESTKD[TUKt5 ............ .......... ........ . ...... .. 2S| GENERAL .. . ................. . .................................................................................................. ............................... zS) [AL3ExlD{K ..... ~, ........................ ...................... ....................................................... ...................... l8| 10'1.54 STRUCTURE APPROACH SLABS (TYPE K) ...... ............. .. ............... .~....~.282 0ENExAC ............. ._ . .... ..... ........................ ......... .......... ___ ..... ............ ..... 282 TEMPORARY R0xDY/»TSTKUCTUKaL SECTION ................ ............ . .... ___ ...... ................ 232 REMOVING PORTIONS Of EXISTING STRUCTURES ....... ....... .............. ....... .......... .............. ........ 20 REMOVING EXISTING PAVEMENT AND MaSENIAT38IAJ.C, ....................................... ...................... 281 AGGREGATE BASE (APPROACH SLAB) .... ..... ___ ........ . .... ............ S3 STRUCTURE APPROACH SLAB MATERIALS .............................................. .. ._ . .................. 2&1 TRIAL .............................................. ~^.~~ . ..... ....... ............... ....................... 2o4 STRUCTURE APPROACH SLAB CONSTRUCTION ......... ........... 2S5 NE&SUKE'L,IGNT AND PAYMENT .... .~ .... ...... ............ - ..................................... ...... .... . ..... Z88 10- L.55 PAVING NOTCH EXTENSION ........................................ . .............. ...... ......... ............. -....... 28, io'|.5o DRILL AND BOND 00v/ELS ......... ............. .. .... . .... . .--�.....^��1�o \0'|J7 CLEAN EXpANS|0u]0\N7S... ..... . ..................... .................................. ........ , ............ l90 to i,S SEALING JOINTS ............. ......... _ ............. ....................... ..................... '290 \0'|.59 REFINISHING BRIDGE DECKS ................. ........ ...... .-.---'-----'--lY| PORTLAND CONCRETE ....................... ............. ... ............. zv| RAPID SETTING CONCRETE ... ......................................................................................... - ..... .................. 2y2 FINISHING REQUIREMENTS ........... ........ ............... ............ 292 N[xDUKEMCNT AND PAYMENT ................................... . .......... .......... .. ....... ............ ....... 2Y2 |N60y0LYLSTEB CONCRETE 0v6KL^Y ...................... .... .. ....... .,.. lY] MATEK|aLS' ..... ........ . ...... ........ ...... ....................... .............. _ .......... ............ ....... ................. 294 TCST/NG ... .......... .................................... ..... -' .............. -........ .... ... ........ Z96 CONSTRUCTION ............................. ......... ............................................... ZY6 MEASUREMENT ENT ... ............................................... ................................ .......................... ZY7 10'1.61 C0KETR��TED80D0�D5�k'_'_---.---'---.-----__-_-----298 � Contract No. 07-166814 iii |o'}/i2 RAPID SEWING CONCRETE PATCHES ......... . .. ... .................. .... . ....... - ...... ................... 298 10-1.63 k8NP0vCEwENq .... .......... . ... -`,..................... ... .............. ... .......... 299 10'164 BRIDGE DECK METHA[uYLxlE RESIN TREATMENT ................................. ... ...... ... ........ 299 MATERIALS .......................... ....................... ... -,, ... .............. -..''...... ............. ___ .... 3m) TESTING ...................................................................... ........................................... ...... - ..... - ......... ........... ]00 CONSTRUCTION .......................... .... ....... ...... ............................... 30| MEASUREMENT b^YNExT.. ........... ... . ... ........ 3o2 10'1.65 ol}ESLSTkUCTUKES. . ........ ...... . ....... . ................. ...... ................................... ...... ......... ]02 GENERAL ......... ... . -...... . ........... .. ........... .................. .';V2 MATERIALS ............... .............. ........ . ............ ... ... ............. ......... ..... ...... . . ............. ...... 30c ROTATIONAL [xraC|TYTCST|NGPK|OKT0SNnuENTTO JOB SITE ................ .... ........... 3o3 INSTALLATIONTENSION TESTING AND ROTATIONAL CAPACITYTEST AFTER ARRIVAL ON THE JOB SITE ..................... ............... ....... . . ..... ........... ............ 1 10Y SURFACE PREPARATION ........................ ................................ . ......... ..... .................... 307 SEALING ........................................................................................................... .............................................. 307 xlL0|K$'' ......................... ......... _, ..... -...... ............. �n7 /(~/.66 SIGN STRUCTURES ....... ......................... .......... ...... ..... ................................. ...... ................. _30x )0'|<V ROADSIDE SIGNS . . ... . . . -...... ... ............... ............... ......... . ......... ............... -309 |0'}.68 FURNISH SIGN ............... ............. ................. -........ ... ... .............................. ..... }09 SHEET ALUMINUM ........ ............... --.............. ............... -.................................................................... 311 KETK0KEFLECT/vE SHEETING ...... ................................................................................ ............ . ......... 3|| PROCESS AND FILM .................... ..................................................... .............. 3|l SINGLE SHEET ALUMINUM SIGN -''''' .................. ___ ..................................................................... 312 FIBERGLASS REINFORCED PLASTIC PANEL SIGN .... ............. ......... ................................. 312 FORMED SIGN ~_ ............................. .................. ................. ....... ................... ......... 'DZ WO4SUKEMFNTAsDkAYNEnT. .... ... . ........ ......... ----....... _ ..... ..... .. ........... .. ... .n3 |0'|6" REINFORCED CONCRETE PIPE. ........ .............. ... . ...................... -......................... 3\} N'i70 CORRUGATED METAL MPE ... . .............. - ..... - .. .......... .... }l3 10 '1.71 VvEKS}0E DRAIN ................... ................................. .................... .......... ................ n3 1V'|7Z MISCELLANEOUS FACILITIES ...................................................................... ...................................... 33 |o'|3; GRATED LINE DRAIN .................... ................................ ....................................................................... 3' 10 -1.74 SLOPE PROTECTION ..... ........... ...... ......................... JD 1(FlJ5 SLOPE PAVING ....................... - ~ ............. ............. ....................... ............ ............... ...... B5 0'|J6 MISCELLANEOUS CONCRETE CONSTRUCTION .... .................... . .......... ......... ...................... _}D 10-1.77 RAPID STRENGTH NDv0RCOmCKETE (CURB AND OV7TEK)' ......... ...... ---............. ........ B5 10-1.78 MINOR CVVCERETE (STAMPED CONCRETE) ..................... ......... ........................... ..................... 1|6 10'1.79 MISCELLANEOUS IRON AND ST2EL ........... ........... ...... ......... ....... B7 10 '1.80 CHAIN LINK FENCE ....... .................................... ......... ............................................ ... 3\7 10 '1.81 CHAIN LINK WALK GATE ..... ........ ............... ........................... ............................. 3)7 |V'|12 METAL BEAM GUARD RAILING .................. ............................................... ------- ............................... 3l7 ALTERNATIVE IN-LINE TEhm|XxL SYSTEM .... ............... ___ ...... .............. .... 317 xLrCnxanvc FLARED 7fxmI*^Lsr8TF°......... ...... .... ............... ............ ................... .... .n8 /m.o3 CHAIN LINK RAILING .. ............... ............. - ...... ........... ' ......... .'_,........ ... '.o9 |0'ix4 TUBULAR HAND RAILING ......... ........... ........... ...... ........... ...... }|9 10 -1.85 00NCK[TEB*KK/CK .......... ....................... ..... ~................... ___ ......... . .... ...... 3\9 10'/.x6 TRANSITION RAILING (TYPE \va) ........................ . ..... ___ ...... ............ ............... 319 |m.v7 CRASH CUSHION (TYPE CAT) ....... .... . ..... ..... . ............................. - ..... .. ...... ............. nv 10'1.88 CRASH CUSHION (Sx0xTxACC) ....... ..................................................... -....................................... 320 |o'i8YTHEKM0yL^ST|C1lRAFF|C STRIPE AND Pxv2MEN7 MARKING ........... ................................. 3}0 10 -1.90 PAv6MdEmT MARKERS ............................................ ........... ............... ...... j2| SECTION |0~ZHlG8a9\lrLxNT|NO AND IRRIGATION sYsTGms .... .. ........ ................ ........................ 32| 10 -L0| GENERAL .. ... ..... - . ...... ....... .......... . ��....................... ....... ......... .`,3 PROGRESS INSPECTIONS ................... ........................ - ..... .. ...... ..,,.,............................................ 3li r0S[HK6&k'D0WN ...................... . ............ ........................ .... 322 |0-21U EXISTING H|6H WAY PLANTING ..................................................................... ...~....... 2x REMOVE EXISTING PLANTS FOR TRENCHING .... ....................................................... .......... . ............ l26 PRUNE EXISTING PLANTS .......... ............................................................................... ................................. 326 }&-2l8 EXISTING H|6KVAY|KK|0*TlVN FACILITIES ............................... .... ___ . 326 LOCATE EXISTING CROSSOVERS AND CONDUITS ........... . ................................ .......... .Z6 Contract No. 07-166814 i, CHECK. AND TEST EXISTING IRRIGATION FACILITIES .................... 4..... --- ....................... .................. 326 REMOVE EXISTING IRRIGATION FACILITIES ....._............_ ......... ............................... ............................327 10 -2.04 HIGH WAN' PLANTING .............................. . ................. .... ........................ ....................................... ......... 327 HIGHWAY PLANTING MATERIALS ............................ ............................... ............................................ .... 327 PESTICIDES ..... ......................................... .................. --- ............................... .......................................... ...328 PREPARING PLANTING AREAS ........................................................ ............................... ............................329 PLANTING ................................. ............................... _... _............................... ............................... _. ................ 329 PLANT ESl'A BLI SH MENI' WORK ... ............. .. ........... ............................ .... ............ .... ......... ..... ........ ............. 329 10 -2.05 IRRIGATION SYSTEMS ............................... --- .... ........................ 4444 ................................ ...._..... ,_.....330 PIPEAND CONDUIT ANCHORS ... .............. ............... ........................ 4 ... 444. ..... ................................ ............. .330 :VALVE BOXES ..................................................................................... ............................... ............................3 30 BALLVALVES ...................................................................................... ............................... ............................331 ELECTRIC AUTOMATIC IRRIGATION COMPONENTS .............. ..........._................... ..............._.._.........331 IRRIGATION CONTROLLER ENCLOSURE CABI NET .................... 4444........................... ............................332 IRRIGATION SYST'C•MS FUNCTIONAL, TEST ....... ---- ............. . ..................... ...... .... ................ .:........... 333 IRRIGATION CROSSOVERS (OPEN TRENCI1)......... .......... .......... .....:.......... — .............. ........ .... .......... ..... .333 BACKFLOW PRE- VENTER ASSEMBLIES .............................. ...................... .. .......... .................................... 334 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE .................... ............................... ............................334 SPRINKLERS ......................................................................................... ............................... ................. ...........335 FILTER_ ASSEMBLY UNIT ...... ................................................................. ............................................... ... ..... 335 FINAL. IRRIGATION SYSTEM CHECK ............... ..... _ ......... .......... ......... ........................................ ............... 335 SL-CTION 10 -3. SIGNALS. L.IGHT'ING AND ELECTRICAL SYST EMS ........ ............................... ............................336 10 -3.01 DESCRIPT ION ...................... ......... .............. ... 4444...... .......................... 4.1..1...4.. ....... ...... ...................... ...... .336 10 -3.02 COST BREAK - DOWN ........................................... ........................... ........ -------- ....... ... ..:.................... ..... 337 10 -3.03 ABBREVIATIONS AND GLOSSARY' ......................................................... 4... 444. ...... .......................... .... 337 10 -3.04 EQL' IPMENTLIS' I'. ANDDRAWIN GS ............................ ......... .........................__.... ......._............_.......342 EXISTING CONTROLLER CABINETS .................. ............................................... ............. ............................ 343 10 -3.05 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS ............................. ..........343 10 -3.06 MAINTAINING EXISTING TRAFFIC MANAGEMENT SYSTEM ELEMENTS DURING CONST RUCTION .................................. .......... ... .................... .. ... ....................... 4444........ ....................... ................. 343 10 -3.07 FOUNDATIONS ........ .......... ...... .......................... ......... ... .............. . ..... ........ ....... ....... .... ......... ................... 345 10 -3.08 STANDARDS. STEEL PEDESTALS. AND POSTS ..................... ............................... ............._..............345 10 -3.09 N10DIFY COMMUNICATION SYSTEM ...................................... ............................... ............................345 10 -3.10 CONDU IT ......... ............... .............................................................................. ... .......................................... 345 COMMUNICATION CONDUIT ........................................................... ............................... ............................346 COMMUNICATION CONDUIT ( BRIDGE) ............. ...................................... ............... .......................... ....... 347 10 -3.11 WARNING TAPE.. ...... ............................................ I ................................. ......................................... 347 10 -3.12 COLORED CEMENTBACK FILL .................. ............................... ................. ............................347 10 -3.13 FIBER UNDERGROUND WARNING SIGN ................................ ............................... ............................347 10-3.14 PLASTIC SHEET( 0. SII7\- il ........................................ ...................... ......................................... ......... ....... 347 10 -3.15 SIZE 251NNERDUCT ..... ........ ....................................................... ............................... ............................348 10 -3.16 PULL BOXES ... .................... ... .... ...... ..... .............. .............. .. ............. .. ............ ................... .. ....... ............. 348 COMMUNICATION PULL BOXES ............................... ................................................................. ............... 348 SPLICE ..................................................................................... ............................... ............................349 10-3.17 CON'DUCT'ORS AND WIRING ..................................................... ............................... ............................349 TWISTED PAIR. CABLE (TELEPHONE: CABLE) ............................... ............................... ............................349 TRACERIVIRE ....................... ............ .... ...... .... ...... .._ ..... ... ... ... .................. .._......... .. ................ . ............... .... 350 10 -3.18 FIBER OPTIC CABLE ....... .... .............................. ................................................................... .._._........... 350 FIBER OPTIC OUTSIDE PLANT CABLE ............... ...... ............... ......... 4........... ......... 444. ...................... ...... .352 LABELING ............................................................................................. ............................... ............................355 CABLEIN STALL.. ATION. ...................................................................... ............................... ............................358 SPLICING ....................... ........ -- ...................................... ....... .................................... ............................. 358 SPLICE CLOSURES ............ ---- .......................... ......... ....................... ...... ---- ..... ......................... .......... ....358 SPLICETRAYS ...................................................................................... ............................... ............................359 PASSI VE CABLE ASSUMBLIES AND COMPONENTS— .............. ......... ............................................... 359 FIBER OPTIC CABLE TERMINATIONS ................ .. ....... ................... ............... ......................... ....... ............ 359 FIBER OPTIC TESTING ........................................................................ ............................... ............................361 10 -3.19 BONDING AND GROUN DING .......... .... ..................................................................................... ............. 364 Contract No. 07- 166814 10320 SEK\9CE.., ................ ....... .... --' ...... ... ~' ... ....... - .... ... . --- ...... ..-. ......... ,vu 10-3.21 ELEcTn/C SERVICE (IKK|6xlJ0x)''.^. ..... .... .... .............. ...................... . ...... ............ .(J 103.22 N0ODSK|;GCL[CTK|CxL EQUIPMENT .................. .................................... ..`-.-/65 10-3.23 SrATc'FUuw|SoGn CONTROLLER xSS6IMauES ... -......... .......................... .......................... -316o |0-3.2* LIGHT E.M|TTDNG DIODE S|0hxLM0DULE............ . ..... , ............................. l86 |0-32i LIGHT EMITT DIODE PEDESTRIAN SIGNAL Fx[3NODVLES ...................................... 370 |0J26 DETECTORS ... ................... .' .................. ...... ............. - ... 372 10 '327 LUMINAIRES ...... ......... ...... ...... - ............ ..... - ...... --- ..... ....... ....................................... ...... 372 |0-3.2x SIGN LIGHTING FIXTURES ...... ........ ....... ......................... -~ ............ 37l (0'}�Y |NT5KVACLY!LLVmIN«?ED SIGN UOHTGIM!T\W6 DIODE . ...... --- .... --- .. ]74 10 '3.30 yHOTVELE(7 R|C CONTROLS .................................... ..... ............. ......... -........... 376 10`3.31 AUTOMATIC VEHICLE CLASSIFICATION STATION ............ ......................... ....... �76 GENERAL ......... ........................... -.-....... ................................... ................ J76 SCREENED TRANSMISSION CABLE. ........................ .................. ................... ... .... .... }76 PIEZOELECTRIC SENSORS. ..... . .. ............................... ....... ... .......... 176 10-3.32 H|GHn/AYxDv|Sox\ RADIO SIGN AND FLASHING BEACON ASSEMBLY ............ ........ ...... ]76 10'333 FIBER ')y)lCTKaPRCN0ntN- .... ....... .. ,,................. -----.... 3178 CONFIGURATION SPCC|RCxl)0xx:— ................................... ...... ............. —.—...378 |0-3.3^ FIBER OPTIC [0NK0LN0DE$ ..................... -- .... ..... ............ ........ . ..................... ^'3z8 10 -3.35 CAMERA CONTROL MODEM .... ...... ......... ................ .......... 379 |0-336 MODIFY CLOSED CIRCUIT TELEVISION CAMERA .......... .................................... .......................... ]79 LOCAL [0;Tx0LUFN|T ............... ..................................... ................................................ ......................... 380 VIDEO TRAKSNnTTCK/DAT^ TRANSCEIVER ............................................... -.-------...3m CLOSED C/xCUATEL[v/S|Vx CAMERA ASSEW8Lv ............................. ..... - ...... ....................... 382 CLOSED CIRCUIT TELEVISION CAMERA EQUIPMENT WARRANTY ........ . ... .... .................... ... 389 10-337 MODIFY DATA AND VIDEO NODES ................... ......... - ........ ........................ . ...... ......... ..... 3X; V+ CHANNEL BANK ...... ....... -......... ~. ............... -...................... . ....... ..., .................. ... 389 DS | OPTICAL MODCW ................. ^.. . ................... ............ .......... ........ `,... 79| VIDEO R[C2YEK}D^Tx TRANSCEIVER ......................... .......... ' ... ..... ..................... 3"2 v|DEOHULT|PLEXEK AND VIDEO n2wULT|yLEJEK ............................................. ............................ 30w 10-3.38 MK)D/F\CABLt NODE. ..... -...................................... ... —.--.-''-3F3 10]J9 WORK xJSAN GABK|ElVALLEvHUR8U|LDIN6. ..... ............................ --.......................... j9j |0-3.40 SYSTEM TESTING AND DOCUMENTATION .... ................. ...... ................ ............... ........ 396 INSTALLATION AND TESTYLAm .............. ...... ....................... . ........................ . ... . ..................... ]96 PRE-INSTALLATION TESTING ........ .............................. --- .... ......... --- ....... .................. .................... ... 397 SUB -SYSTEM TESTING. ................ ........ - -- ...................... .......... ........... .............. - ... ..... .'.......�97 FIBER OPTIC CABLE TESTING ..................... ............. ..................................................................... 397 VIDEO TESTING ......................... - ..... ............ ..... ...................................... �Y7 DATA LINK TESTING ....................................................................................................... --- ........................ 398 FINAL ACCEPTANCE TESTING ...... ....................................... ... ........................................... 3Y9 FINAL ACCEPTANCE ........................... ................................. ............. � ...... 400 SvS7swoocow2*TAr|Ox .................................. -- .. ........... ... ................ ......................... 400 10-3*1 REMOVING. REINSTALLING Ox SALVAGING ELECTRICAL EVU|pN[Nr---_.--'-`'10I i0-l42 DISPOSING OF ELECTRICAL EQUIPMENT ........... �- ...... .. --...... - ....... ...u02 !0-343 PAYMENT ................................................. `............... --........ ................ ....... ........ .*V2 AmExDw2x7ST0ryE STANDARD SPECIFICATIONS ............. .............................. ....................... 4n4 ContraciNo.0!6@\4 vi STANDARD PLANS LIST 'rhe Standard Plan sheets applicable to this contract include, but are not limited to those indicated below. The Revised Standard Plats (RSP) and New Standard Plans (NSF) which apply to this contract are included as individual rheas of the project plans. GENERAL ROAD WORK (Miscellaneous) ARIA Acronyms and Abbreviations (A -L) A10B Acronyms and Abbreviations (M -Z) A 10C Symbols (Sheet I of 2) AIOD Symbols ($heel 2 of 2) A20A Pavement Markers mud Traffic Lines, Typical Details A20B Pavement Markers and Traffic Lines, Typical Details A20C Pavement Markers and Traffic Lines, Ty ical 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— lfords and Crosswalks A62A Excavation and Backifll —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 60C A76C Concrete Barrier Type 60S A7611 Concrete Barrier Type 60S A77A1 Metal Beam Guard Railing — Standard Railing Section (!food Post with Wood Block) A77AZ :Metal Beam Guard Railing — Standard Railing Section (Steel Post with Notched Wood or Notched Plastic Block) A77B1 Metal Beam Guard Railing— Standard Hardware A770 Metal Beam Guard Railing— Wood Post and Wood Block Details A77C4 Metal Beam Guard Railing — Typical Railing Delineation and Dike Positioning Details A77E1 Metal Beam Guard Railing— Typical Layouts for Embankments A77E4 Metal 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 \fay Traffic) A77G3 Metal Beam Guard Railing — Typical Layouts for Roadside Fixed Objects AMH Metal Railing End .Anchor Assembly (Type SFT) A77112 Metal Railing Rail Tensioning Assembly Contract No. 07- 166814 vii A771-13 Metal Railing Anchor Cable and Anchor Plate Detaik ,A7711 Metal Railing End Anchor Assembly (I' pe CA) A7712 Metal Beam Guard Railing- Buried Post End Anchor A7731 Metal Beam Guard Railing Connections to Bridge Railings Without Sidewalks Details No. 1 A77d2 Metal Beam Guard Railing Connections to Bridge Railings without Sidewalks Details No. 2 A77.13 Metal Beam Guard Railing Connections to Abutments and Walls A7734 Metal Beam Guard Railing Transition Railing (type WB) A771,1 Metal Beam Railing Terminal System (Type SRT) A771-2 Metal Beam Railing Terminal System (Type SKT) A771-3 Metal Beam Railing Terminal System (Type ET) A771,4 Metal Beam Railing Terminal System (Type CAT) A771,5 Metal Beam Railing Terminal System (Type MEAT) ,A82AI Crash Cushion (Type CAT) A82B1 Crash Cushion (Type ADIEN1) A85 Chain Link Fence RSP A87A Curbs and Driveways A87B Asphalt Concrete Dikes RSP ASSA Curb Ramp Details RSP A88B Curb Ramp and Island Passageway Details GENERAL ROAD WORK (Pavements) RSP PI Jointed Plain Concrete Pavement ;tiSF FS Jointed Plain Concrete Pavement - Individual Slab Replacement RSP P10 Concrete Pavement - Dowel Bar Details RSP P12 Concrete Pavement - Dowel Bar Musket Details RSP P17 Concrete Pavement - Tie Bar Basket Details RSP P18 Concrete Pavement - Lane Schematic and Isolation Joint Detail RSP P20 Concrete Pavement -Joint Details 1 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 Drum Details D98B Sloned Corrugated Steel Pipe Drain Details D98C Grated Line Drain Details GENERAL ROAD WORK (Planting and Irrigation) F11 Planting and Irrigation - Abbreviations RSP D? Planting and Irrigation - Symbok H3 Planting and Irrigation Details 114 Planting and Irrigation Details Iii Planting and Irrigation Details 116 Planting and Irrigation Details 117 Planting and Irrigation Details HS Planting and Irrigation Details Comma No. 07- 166514 viii 119 Planting and Irrigation Details 1110 Irrigation Controller Enclosure Cabinet GENERAL ROAD R'ORK (Temporary Facilities) 'r1A Temporary Crash Cushion, Sand Filled (Unidirectional) TI B Temporary Crash Cushion, Sand Filled (Bidirectional) 72 Temporary Crash Cushion, Sand Filled (Shoulder Installations) T3 Temporary Railing (type K) T4 TemporarY Traffic Screen T5 Temporary Terminal Section (Type K) RSP T7 Construction Project Funding Identification Signs RSP T30 Traffic Control System for Lane Closure on ]'rectyays and Express" ays RSP TIOA Traffic Control System for Lane and Complete Closures on Freeways and Expresseays RSP TI l Traffic Control System for lane Closure on Multilane Conventional Ilighways RSP T14 Traffic Control System far Ramp Closure T56 Temporary Water Pollution Control Details (Temporary Fiber Roll) T58 Temporary Water Pollution Control Details (Temporary Construction Entrance) 1 Temporary Water Pollution Control Details (Temporary Concrete Washout Facility) BRIDGE RSP 136 -21 Joint Seals (Maximum Movement Rating =SO mm) B11 -_52 Chain Link Railing Type 7 1311 -54 Concrete Barrier Type 26 " BI1 -5S Concrete Barrier Type 732 BI 1-56 Concrete Barrier'rype 736 ROADSIDE SIGNS RSI Roadside Signs, Typical Installation Details No. 1 RS2 Roadside Signs - Wood Post,'rypical Installation Details No. 2 RS4 Roadside Signs Typical Installation Details No.4 OVERHEAD SIGNS R.5P S16 Overhead Signs — Walkway Details No. t RSP S17 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 ]late Location, Overhead Formed Sign Panel S91 Overhead Formed Sign Panel, Type A— 3 Mounting Bardwure. S92 Overhead Formed Sign Panel ' S93 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 FS-IC Electrical Systems (Symbols And Abbreviations) RSP ES -2A Electrical Systems (Service Equipment) RSP ES -2C Electrical Systems (Service Equipment Notes, Type III Series) Contract No. 07- 166814 is RSP ES-2E Electrical Systems (Service Equipment and Typical,Wiring Diagram, Type III — B Series) RSP ES -2F Electrical Systems (Service Equipment and 'rypieal Wiring Diagram Type III — C Series) RSP ES -3B Electrical Systems (Controller Cabinet Details) RSP ES -3C Electrical Systems (Controller Cnhinet Details) RSP ES-311 Electrical Systems (Irrigation Controller Enclosure Cabinet) ES4.4 Electrical Systems (Signal Beads and 1loumings) ES4B Electrical Svstems (Signal Heads and 1lountings) ES-IC Electrical Systems (Signal Beads and Mountings) FS4D Electrical Systems (Signal Heads and Mountings) RSP ES -5A Electrical Svstems (Detectors) ES-5B Electrical Systems (Detectors) RSP ES -513 Electrical Systems (Detectors) RSP KS-6A Electrical Sy stems (Lighting Standard Types 15 and 21) ES -613 Electrical Systems (Lighting Standards Types 15 and 21, Barrier Rail Mounted Details) RSP ES-6E Electrical Systems (Lighting Standards - types 30 and 31) ES-61 Electrical Svstems (Lighting Standards Types 30 and 31, Rase Plate. Details) RSP ES -16 Electrical Systems (Signal And Lighting Standard — Type I Standard and Equipment Numbering) RSP ES -717 Electrical Systems (Signal and Lighting Standards— Details \o. 1) ES -7\ Electrical Systems (Signal and Lighting Standards— Details No. 2) RSP ES -8 Electrical Systems (Pull Box Details) RSP ES -9A Electrical Systems (Electrical Details, Structure Installations) RSP ES -98 Electrical Systems (Electrical Details, Structure Installations) RSP ES -9C Electrical Systems (Electrical Details, Structure Installations) ES-91) 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 -10 Electrical Systems (Isolux Diagrams) RSP ES-1 t Electrical Systems (Foundation. Installations) RSP ES -13A Electrical Systems (Splicing Details) RSP ES -1311 Electrical Systems (Wiring Details and Fuse Ratings) ES -15A Elecirind Systems (Sign Illumination Equipment) RSP PS -15C Electrical Systems (Sign Illumination Equipment) RSP FS -15D Electrical Systems (Lighting and Sign Illumination Control) Contract No. 07- 166814 x DEPA RT016NT OF TRARSPORTA'noN NOTICE TO BIDDERS }aids 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. ALHAMBR.A. MONTEREY PARK, SAN GABRIEL, ROSEMEAD, El. 1 vIONTE AND BALDWIN PARK FROM ROUTE 5110 SEPARATION TO 0.2 KIM EAST OF ROUTE 10'605 SEPARATION. District- Counn.- Route - Kilometer Post 07- 1-A- 10- 29.5 Contract No, 07- 166814 Federal -aid project no.: ACI M- 010 - I ( 7941E [aids must he on a unit price basis. Complete the work within 650 working days. The estimated cost of the poject 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 9'_612- 1692- Bids received aher 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 be viewed at the Departments Web site and may be purchased at: Depanment ofTransponation, Publications Unit 1900110 val Oaks Drive Sacramento. CA 95815 Special Provisions and Project Plans may be viewed at: I. 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 Sweet. Room 0200. Mail Station 26 Sacramento, CA 95814 . Telephone no.: (916) 654 -4990 District office addresses are provided in the Standard Specifications The Hid book. Special Provisions, Project Plans, and Information Handout may be obtained it the 1120 N Street location. To expedite orders. a bidder may obtain these documents by faxing an order to (916) 654 -7028. Fax orders must include credit card charge number. card expiration date, and authorizing signature. Bidders' inquiries may he presented to the Department by following the instructions at: http: /Iwww.doi.ca.gor/hq %escloelproj ect_statas'bid_inq.h nnl Contract No. 07- 166814 fhe Department posts responses to the questions at the Distrita Web sites. Questions about allcued patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, such questions will not be treated 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 bidder's security equal to at least 10 percent of the bid. The Department has established a statewide overall D13E 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 the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR Web site, hnp: / / /wntw.dicca._ov, or front 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:tlw %vw.dot.ca.eovfigtesc!oe /federal - wages. DEPARTMENT OF TRANSPOR FATION Dated July 28, 2008 NT Contract No. 07-166814 2 COPY OF BID ITEM LIST (NOT - 1'O BE USED FOR BIDDING PURPOSES) 07- 166814 Item N0. hem Coda Item Description Unit o"Mcasurc Estimated Quamih 1 070012 PROGRESS SCHEDULE (CRI'1 "1CAL PAT 11 MF;I1101)) I. S LUMP SUM .070018 '11ME- RELA1ED OVERT IEAD WDAY 650 3 07132: I'EMYORAIC Y PIiNCP. (1'YF'E CI: LS) bf 330 4 074016 CONSTRUCTION SI'T'E MANAGEMENT LS LUMP SUM 5 (S) 074019 PREPARE S'FORM \4A1'ER POI.LUI'1G' PREVENTION PLAN LS LUMP SUM 6 074028 TEMPORARY FIBER ROLL M 17400 7 (174033 'I'EMPGRAItY' CONSlRUC'I'IGN ENTRANCE EA 62 9 074035 T1 DRAINAGE INI I' PROTECTION EA 540 9 (S) 074040 "LEMPORARY HYDRAULIC MULCH (130NDED FIBER MATRIX) M2 72 10 074041 S'IREETSWEI- LS LUM1 11 074042 'I "EMPORARY CONCRETE WAS]IOUP(PORL\BLE) LS LUMP SUM 12 (S) 120090 CONSTRUCTION AREA SIGNS 1S LUMP SUM 13 4s) 120100 'TRAFFIC CON'T'ROL SYST'EM LS LUMP SUM 14 IS) 120116 7'YPEB BARRICADE EA II - IS (S) 120120 TY'1'E ITT BARRICADE EA 350 16 (S) )20149 TEMPOILARY PAVEMENT MARKING (PAINT) M2 1150 17 (S) .120159 TEMPORARY" 1'12AFFIC STRIPE I TAINT) M 670 00(1 ' 113 (S) 120165 CUANNELIZER (SURFACE MOUN'FF:D) EA 2030 19 (S) I 20300 'II:AtI'OR:1R1' PAN}iMEMF MARKER L' -A 107 000 20 (S) 121161 "FEMPOR.ARYTERMINAL SECT ION(1'YI'li K) LA 42 Contract No. 07- 166514 3 ltcn) No. Rent Code Item Description Unn o(Meuure Estinuted Quantity 21 129000 TEMPORARY RAI LING (Il'PE K) Ni 78100 IS) 129100 1 F13MPOLIRY CRASII CUSHION %10DULE EA 870 2 3 (S) 0142.7 TENWORARY CRASH CUSHION (TYPE ADIENI) F6% 4 24 129150 'FEMPORARY'IRAFFIC SCREEN M 40600 25 150206 .ABANDON CULVIiitI' M 140 26 (S) 150608 REMOA'E CHAIN LINK FENCE M 1020 27 (S) 150620 REMOVE GATE EA 2 28 (S) 150662 REMOVE MI'I AL MAM GUARD RAILING M 1600 29 (S) 150704 f MOVE YELI,ON'I'IIERMOPLASTIC TRAFFIC STRIPE M 177000 30 (S) 150711 REMOVE PAINTED'FRAFFICSTRIPE M 670000 31 150713 REMOVE 1:1VEMGNT MARKING M2 330 32 (S) 150714 REMOVE TI IERMOPIASTICTRAFFIC STRIPE M 68 700 , 3 (S) 150722 REMOVE KAVENIEN'I' MARKER EA 53 100 34 150742 REMOVE ROADSIDE SIGN EA 270 35 150760 REMOVE SIGN STRUCTURE EA 13 36 150772 REMOVL CURB M 7710 37 150800 REMOVE PIPE M 2780 38 150820 REMOVE INLET EA 120 39 150821 R1iAIOVE HEADWALL I -S LUMPSUM 40 150830 RI-MOVE RE "FAINING WALL (PORTION') Ms 2 Contract Ito. 07- 166814 4 Item Nu. Item Code ltsn De.wripiam Unit M'Measum Estimateti Outtalk, 41 150870 REMOVECONCREIT DECK SURFACE M2 763 42 151274 SALVAGE CONCRETT BARRIER (TYPE K) N1 1180 43 is) 151540 RECONS'I'RUCI'CIIAIN LINK 1 Ni 200 44 (S) 151625 RECONSrROC'I'MCIAL BEAM GUARD RAILING (WOOD POST) M 3040 45 152372 RELOCATE CONCRETE BARRIER (TYPE K) M 1180 46 152430 ADJUST INLET EA 49 47 152431 ADJUS'1'MANIIOLE EA 11 48 152440 ADJUS'1'MANI 101,1 GRADr EA 15 49 15 2604 MODIFY INLCI' LiA 7 50 15 REM<iVE CONCRETE M3 650 I 153315 REMOVIiCONCREI'F- (t:URB AND GIMIT) M 15000 52 153121 REMOVE CONCRETE BARRIER Ni 280 53 153225 PRlil'ARECONCRIN 1: BRIDGE DECK SURFACE M2 263 54 15335 CLEAN BRIDGE DECK M2 9866 55 155003 CAP INLCI EA 35 56 155009 CAI' REINFORCED CONCRETE BON OPENING LA 1 57 156572 REMOVE RAILING M 16 58 04142? REMOVE' EXISTING ME I A 1. RA 11_INO M 281 59 157561 BRIDGE REMOVAL (PORTION). LOCATION A IS LUMP SUM 60 1 157562 BRIDGE REMOVAL (PORTION). LOCATION 13 LS LUMP SUM Con12cl No. 07- 166814 5 Itcm Ilan Code hem IRseAplion Unii olhtcasnjm Fs7imat 41 QUnntil}' 61 157563 BRIDGE REMOVAL (PORTION). LOCA'T'ION C LS LUMP SUM 62 157564 13RIDGE REMOVAL (PORTION). LOCATION D LS LUMP SUM 63 157565 BRIDGE REiM0VA1, (PO R'I'ION). LOCATION G I LS LUMP SUM 64 157566 Bk1DGE REMOVAL (POR NON). LOCATION F 1 S LUMP SUM 65 157567 BR] DGE RFMOVAL(PORITON), LOCATION G LS LUhB'SLNI 66 157568 BRIDGE: REMOVAL t I'ORPION). LOCATION It LS LUMP SUNI 67 157569 BRIDGE REMOVAL WORTION). LOC'A'TION I LS LUMP SL'M 68 157570 BRIDGFRL •MOVAL(I'Ok'fiON),LO(:A'I'ION1 CS LUMP sum 69 157571 BRIDGE REM OVA L(PORTION). LOCATION g IS LUMPSUM 70 157572 BRIDGE REMOVAL (POR710N). LOCA'T'ION L LS LUMP SUM 71 157573 BRIDGE REMOVAL (PORT ION). LOCATION M LS LUMP SUM 72 041423 BRIDGE REMOVAL WORTION). LOCATION N IS LUMP SUM. 73 160101 CIAARING AND GRUBBING LS LUMPSUM 74 190101 ROADWAYUCAVATION bl'+ 2 13 000 75 190105 ROADWAY [ XC.4V.4TION (TYPE "J.- 21(AERIALLY DEPOSITED LEAD) 1 113 8720 76 (S) 1911110 LEAD COMPLIANCE PLAN LS LUMP SUM 77 (F) 193114 SAND BACKFILL M3 30.7 78 194001 DI'TCI I EXCA VAIION DI3 33 79 198001 IMPORTED BORROW Nil 440 80 200001 111GI IWAY PLANTING LS LUMP SUM Contract No. 07- 166814 6 Item No. Ilem CMIe Item 6Xaiptim Unit of Memsum Estimated Quantity 81 (S) 2)..3016 EROSION CONT140L CI YPE D) N12 300 82 (S) 2040'1`) PLANT ESTABLISHMENT WORK LS LUMP SUM 83 (S) 208WO IRRIGATION SYSTEM IS LUMP SUM 84 (S) 208731 200 MM CORRUGATED HIGH DENSITY POLYETHYLENE" PIPE. CONDUIT M 890 85 (5) 208909 ISX'Pt_ND 200 DIM CONDUIT M 4 86 260210 AGGREGATE BASE (APPROACH SLAB) M3 176 87 260301 CLASS 3 AGGREGATE BASE 013 51 (AX) 88 280000 . LEAN C"ONCREl1: BASE M3 21 900 89 014238 LP-AN CONC "RE I BASE (RAPID SETIIN <J) M3 15 100 90 390131 HOT MIN ASPHACI IONN 105 000 91 390140 RUBBERIZED I1OT MIX ASPHALT (GAP GRADED) TONN 23 600 92 394073 PLACE: 1 -10'1 MIX ASPI IAIS DIKE H YIlF A) M 700 93 394074 PLACE HOT MIX ASPI IALT DIKE (TYPE C) Ni 820 94 394076 PLACE HOT MIX ASPHACI DIKE CI'YPE E) M 16 800 95 394077 PLACE I IOT MIN ASPHALT DIKE I'1'YIT F) M 6350 96 394090 PLACE HOTMIN ASPHALT{MISCP.L.LANEOUS AREA) M2 7690 97 401000 CONCRETE PAVEMENT Dl.i 37200 98 014239 CONCRE'PG PAVEMIENT(RAPID SIRENG coNcRETE) M3 ?80110 99 401066 CONCRETT PAVEDIHNT(RAMP T1aiMINI) M3 2o5a 100 014240 CONCRETE PAVEMENT {RAMP 11:RMINI)(RAND STRENGTH CONGRI.151 DI3 500 Contract No. 07 -1668) 4 7 Item Na. Item Code Item Description UniI of Measure Estimated Quantity' 101 401108 R1:PLA(E C0NCRE IT PA V EM F.NI' (RA PID 5TRENG113 CONCRETE) 613 - 1Rw 102 404092 SEAL PAVEMGN I JOINT M 73 700 103 406003 TIE BAR (DRILL AND BOND) EA 91700 104 (S) 420201 GRIND EXIS'T'ING CONCRETE PAVEMENT M2 619000 105 510060 STRUCTURAL. CONCRETE. RETAINING WALL M3 11.4 106 510087. STRUCTURAL CONCRETE. APPROACH SLAB (TYPE R) NO 1765 107 (F) 510413 CI-ASS I CONCRETE, (BOX CULVERT) M3 9.1 108 (F) 510502 MINOR CONCREI1: (611 NOR STRUCTURE) M3 869.7 109 510526 MINOR CONCRETE (BACK 1 LL) 613 120 110 510800 PAVING NOTCII EXTI1 NS10N M3 35.4 Ill 511106 DRILL AND BOND MWEI. M 110 112 511118 CLEAN EXPANSION JOINT M 1011 113 515020 REFINISH BRIDGE DECK N12 187 114 515041 FURNISII POLYESTER CONCRETE OVERLAY 613 5.4 115 {T) 515042 PLAC[ POLYFS TER CONCRETE OVERLAY 612 263 116 041424 CORETRGATED BRIDGE DECK EA 60 117 (S1 519117 JOINT SEAL (MR 30 81M) 51 240 119 (S) 519120 JOINT SGAL(MR 15 MM) M 1.140 119 (S -F) 520101 BAR REINFORCING STEEL KG 1566.G 120 (S -F) 520101 BAR REINFORCING STEEL (BOX CULVERT) KG 557 Contraci No. 07- 166814 8 Item No. Rent Cade Item Description Unit of Measure Estinmted(ltw ln) P I 11 540102 1 KF.AT BRIDGE DECK N12 9866 122 5 40108 MRN4SH BRIDGE DECK IRF-ATMEN'I'MATE•R1AL 1. 4471 (F> 560218 FIiRNISIi SIGN STRUCIURE (TRUSS) KG 17 879 560219 INSTALL SIGN S'IRUC'I ORE (TRUSS) KG 17 879 r 1 4 560233 FURNISH FORNIED PANIil -SIGN (OVERIIEAD) Ail 81 560239 FURNISH SINGLE: SHEL I' ALUMINUM SIGN (2.0 MM- UNFRAMED) M2 75 560241 FURNISII SINGLE SHEITI ALUMINUM SIGN (1.6 DIM -FR N HIED) M2 260 138 (S) 561015 1524 MM CAST -IN - DRILLED -HOLE CONCRETE PILE ISIGNFOUNDATION) M 15 129 566011 ROADSIDE SIGN - ONE POST EA 270 130 650069 450 MM REINFORCED CONCRETE PIPES M 5450 131 650072 525 MM REINFORCED CONCRETE PIPE M 8 132 650075 600MM REINFORCED CONCRETE PIPE 'Ni 1050 133 664015 450 MM CORRUGATED S "17iE PIPE (2,01 MM THICK) M 320 134 665733 4M MM SI.OITEID COIIRUGA7 ED S MI. I'II'E (2.01 N1M THICK) M 11 100 .135 690166 450 MM CORRUGATED S'I EEL MIT DOWNDF MN (2.01 MM THICK) M ? .136 692090 450 MM FN'I'RA,NCE *PAPER EA 4 137 7032" .3 GRATFD LINE DRAIN M - 320 138 705044 450 MM STIzI ?I, FIl R15D GND SECTION EA 9 139 707244 900 MM PRECAST CONCRETE Pit'[- MANHOLE N1 20 140 7210119 ROCK SLOPI:1'I OTEC'IION (1'.4CING, MF 11101) 13) M "s 10 Contract No. 07- 166814 9 Item Item Code Item Dcicripuon Unit oTA4easurc OnunfOy No. 141 721810 SLOPE PAVING (CONCRETE) M3 70 143 727901 MINOR CONCRE'l F (DPTCII LINING) M3 81 143 729010 ROCK SLOPE PROTECTION FABRIC M2 28 144 731502 MINOR CONCRETE (MISCELLYNEOUS M3 1230 CONSIRUCI'ION) 145 014241 RAPID S'IRENGIIf MINOR CONCRETE (CURB AND 130 GUTTER) I 1 113 146 731505 MINOR CONCRUFE(CURB AND SIDEWALK) M3 7.5 147 731519 MINOR CONCRETE (STAMPED CONCRETE) M2 19400 148 750001 MISCELLANEOUS IRON AND JI'EEL KG 146123 (S 149 800391 CHAIN LINK BFaNCE('I YPE CL -1.8) N1 I40 (S) 150 802592 2.4 Ni CHAIN LINK GATE EA 2 (S) (TYPE Cl, 1.8) 151 832003 MI_ TAL BEAM GUARD RAILING (WOOD POS'P) M 1900 (S) 152 833033 CHAIN LINK RAILING (TYPE 7) M 228 (S -F 153 833088 'PUBULAR HANDRAILING M 73 154 (A1425 CONCRID E. BARRIER (I YPE 26R) M 72 (F) 155 833148 CONCRETE BARRIER (TYPE 26R MODIFIED) %t 228 (F) 156 839528 BURIED POSTANCHOR EA 2 (S) 157 839541 'TRANSITION RAILING (TYPE WB) I'.A 41 (S) 158 8395711 END CAP (TYPE A) EA 10 (S) 159 8 1 9318 END CAI` ('TYPE IC) f.A 41 (S) 160 839581 I :N1) A NCI[Olt ASSEMBLY EA 19 (S) (TYPE wo Contract No. 07- 166814 10 Lam limn Codv It,-n1 Description Unit of Mcacurc Estimated Quantity M 161 %39584 ALTIiRNAIIVE IN -LINE TERMINAL SYSTEM IA II - (S) I62 8395 95 ALTERNATIVE FLARED TE1011NAI. S1'S' CA 20 IS) 163 839601 CRASI I CUSHION (TYVE CAT) E 13 (S) 164 (114242 CRASkd CUSHION (SHORTRACC) EA 14 (S) 165 939701 CONCRETE BARRIER (TYPE 60) M 260 166 8 3970% CONCRETE: BARRIER (TYPE 60GC) hi 990 167 014243 CONCRETE BARRIER CrYPE 60SC 61OD) 61 180 168 014244 CONCRETE BARRER MT1360GC MOD) M 7 169 641426 CUNCRETE BARRIER CIYPE 732R) (MODIFIED) p4 84 (S_17) 170 (r) 839723 CONCRETE BARRIER (TYPE: 73213) M 170 171 (1') 839718 CONCRETE BARRIER CIYPE 73212) M 1088 172 839728 CONCRLrE BARRIER (TYPE 736R) Ni 691 (rl 173 940515 THERMOPLASTIC PAVEMEh I'b1ARRING M2 12200 (S) 174 940561 IOONfh1 THERMOPLASTIC TRAFFIC STRIPE M 256000 {S) 175 8405tH 200 NIM THf:RMOPIASI TrRAFFI C S I' Ili IT M 13 �i00 (S) 176 840501 200MM'rEIE:RMOPLAS'IIC ' fRAlq'IC S'T'RIPE 64 8510 (S) (BROR F_N 3.60 M - 0.92 NO 177 840570 100 8INI THERMOPLASTIC TRAFFIC STRIPE Ni 121 000 (S) (BROKRN ) 0.98 %1 -3.66 M) 178 840571 IO41 MM THI!iRMOPLAS'TIC'TRAFFIC STRIPE 64 52 0 (S) (BROKEN 5.18 M -2.WNI) 179 850101 PAVEMENT MARKER(NON- RITLECHVE) CA 34191 (S) 1 %0 850111 PAVENIEMI" MARKER(RFrROREFLECI IVE) EA - 329W fS) Contract No. 07- 166814 Item Itcan Codc Itcm Description Unit of Measure Estimated Q nnnty No. 181 86N") MAIN F.AINING EXISTING TRAFFIC MANAGEMENT LS LUMP SUM (S) :S)'TrEm Hu:MENTS DURING CONSTRUCT ION 182 8604()0 LIGITIING (I'IiMI'ORARY). IS LUMP SUM (S) I83 014245 HIGHWAY" ADVISURY RADIO SIGN AND EA I (S) FLASHING BEACON ASSEMBLY 184 8(,(R, 15 MODIFY FLASHING BEACON LS LUMP SUM tS) 185 860761 LIGHTING CONDUIT(BRIDGL") M 1540 (S) 186 014246 MODIITY I7.ECFRIC SERVICE (IRRIGATION) LS LUMP Sl_TM (s) 187 860889 MOD] FYTRAFFIC MONITORING STATION LS LUMP SUM (S) 188 014247 MODWYAU'1'OMATIC. VEIIICI -E CLASSIFICATION LS LUMI'SUM (S) STATION 189 014248 MODIFY COMMUNICATION SYSTEM I'S LUMP SUM (S) 190 014249 MODIFYCLOSED CIRCUIT TELEVISION CAMERA IS LUMP SUM (S) 191 014250 MODIFY DATA AND VIDEO NODES (LOCATION LS 1 -UMI' SUM y5) .AI'ROUTE 5 /ROUTE Itt) I 192 014251 MODIFY DATA AND VIDEO NODES (LOCATION LS LUMP SUM (S) SB249) 193 014252 MUDIIY CABLE NODE LS LUMP SUM (S) 194 014253 WORT: Ai' SAN GABRIEI. VALLEY HUB BUILDING LS LUMP SUM (S } 195 869075 SYSTEMTIiS'I'ING AND DOCLIMEN'[AI'ION I_S LUMP SUM (S) 196 861088 MODI}l' RAMP METERING SYSTEM LS LUMP SUM (S) 197 861501 MODIj SIGNAI -AND LIGHTING LS LUMP Sung (S) 198 861504 MODIFI' LIGHTING AND SIGN ILLUMINATION LS LUMP SLIM (S) 199 999990 MOBILIZATION I LUMP SUM Contract No. 07- 166814 12 RESOLUTION NO. 2010 - - 44 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. MAYOR ATTEST: CITY CLERK Sol! T � - 0 YJ w O Q 7 0 LU W J (n V W_ O Q 7 c! 4 Q tl v ° ee ii I I•' 3 » e� 30 I I I yR II• 1 iI �• �i I 4i1� getlgj� �§3 1 0 �1 � W / II e o s Z S R W y y 1 . o w W O �O 1 �•,J F � .. . L $ m y a �a y� � tl5 gj € gg� n yyp p _� � MEN q "° ag,9 z Y Y Y'ed e co yz r 4P§ A fag aaY• E = w tt G { y5 qq pp �f 2 E f =36 a3 o a k Y ?4 E �A$I E fA EE 4A d�Q d3 ds dd a� d a - 3 \/ c _ \k §_ , LL \ §/\ LL �. ~) $Q \ 0 � \ \ \ \ ƒ '\\ 2 � \) ! + ( e •� , ! : %i .! ) \( |( ! ) /&!It \ §` - !&,» R . /I | � /! d ;di= o� , ƒi4)! . � ! ; ;! }{• � , ` � | | }� a..��\�()/ i O . U\ n \ )§ gi 0 o CO z± O O ;G ® o rl \`�� `\ . _- - \ -is _ ! . � �� w � o W J N W J CO W 0 � m X i LD LL W ? is z 0 LL� z a z � F = ooso U g o E :s LY °S Hill 3 � 5i Yt fbl'� B a a n s n (C t o BY6ia 61 r B Y q e• G) € � Yee €?' isf Y aSaad g gg ¢¢ 5 t gg v—I 6Y B Yild 1 P � Y4Y9 x81 $ • c g s g@gYe�Y ��ar� � s U Cn erwpeYp � �� r � - °� w U ut Z u 0 w n � w f - • � _ -i i� �? t F E w tr ! 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 1$ 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 1 $ 4,558.40 (ALL WEST SIDE, ONLY ROSE AREA ON EAST) $ I s - MULCH ((a) 3" THICK JUST ON SLOPE) SF 18150 $ 0.30 1 $ 5,445.00 SOIL PREP SF 18150 $ 0.22 1 $ 3,993.00 1$ SLOPE STABILIZATION METHODS SF 18150 $ 0.38 1 $ 6,897.00 (JUTE NETTING ON 4:1 SLOPES) 1$ - 1$ PLANT ESTABLISHMENT (90 Days) LS 1 $ 2,100.00 1$ 2,100.00 I 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 1 GOLPHER ERADICATION SF 65120 1 $ 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 1 TOTAL= 1 $ 63,503.95