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Department of Transportation-2018-27 STATE OFCALIFOPNIA—CALIFORNIA STATE TRANSPORTATION AGFNCY _ EDMUND G.BROWN Jr..Cnvemor DEPARTMENT OF TRANSPORTATION DISTRICT 8 RECEIVED PPM(MS 1229) 464 WEST 4TH STREET,6TH FLOOR SAN BERNARDINO,CA 92401-1400 NOV 16 9016 Serious drought. PHONE(909)3834978 Help save waterf Community Development November 7, 2016 Department Yanni Demitri, P.E., T.E. 08-SBD-215-PM 1 2/1.9 Director of Public Works In City of Grand Terrace 22795 Barton Road Freeway Maintenance Agreement Grand Terrace, CA 92313 Dear Mr. Demitri: Enclosed for your records is one (1) original fully executed Freeway Maintenance Agreement with the City of Grand Terrace for the 1-215 Freeway(PM 1.2/1.9). If you need more information,please call me at(951)213-9093. Sincerely, Philip Hannawi, P.E. Consultant Project Manager Program/Project Management Enclosures "Provide a safe sustainable integrated and efficient transportation.5plem to enhance California's economy and livability' ° 08-SBD-215-PM 1.211.9 FREEWAY MAINTENANCE 2018-27 AGREEMENT WITH CITY OF GRAND TERRACE THIS AGREEMENT is made effective this day of !' .e✓ , 2016, by and between the State of California, acting by and through the Department of Transportation, hereinafter referred to as "STATE" and the City of Grand Terrace; hereinafter referred to as "CITY" and collectively referred to as "PARTIES". SECTION I RECITALS 1. WHEREAS, on June 24, 2014 a Freeway Agreement was executed between CITY and STATE, wherein the PARTIES consented to certain adjustments of the local street and road system required for the development of that portion of Interstate 215 (I-215) within the jurisdictional Iimits of the CITY as a freeway; and 2. WHEREAS, recent adjustments to said freeway have now been completed, or are nearing completion, and the PARTIES hereto mutually desire to identify the maintenance responsibilities for improvements to separation structures and Iandscaped areas lying within those modified freeway limits; and 3. The degree or extent of maintenance work to be performed, and the standards therefore, shall be in accordance with the provisions of Section 27 of the Streets and Highways Code and the then current edition of the State Maintenance Manual. 4. WHEREAS, pursuant to Section 6 of the above June 24, 2014 Freeway Agreement, CITY has resumed or will resume control and maintenance over each of the affected relocated or reconstructed CITY streets, except for those portions adopted as a part of the freeway proper. NOW THEREFORE IT IS AGREED: SECTION II AGREEMENT 1. CITY agrees to continue their control and maintenance of each of the affected relocated or reconstructed CITY streets and roads as shown on that plan map attached hereto, marked Exhibit A, and made a part hereof by this reference. 2. STATE agrees to continue control and maintenance of those portions adopted as a part of I- 215 Freeway proper as shown in Exhibit A. 3. CITY agrees to maintain individual infrastructure items as provided in Exhibit C attached and made a part of this Agreement by reference, as long as it is not in conflict with the terms of this Agreement. In case of a conflict, the terms of this Agreement shall prevail. 1 08-SBD-215-PM 1.2/1.9 4. If there is mutual agreement on the change in the maintenance duties between PARTIES, the PARTIES can revise Exhibit C by a mutual written execution of Exhibit A and C. 5. When another planned future improvement has been constructed and/or a minor revision has been effected within the limits of the freeway herein described which will affect the PARTIES' division of maintenance responsibility as described herein, STATE will provide a new dated and revised Exhibit A which will thereafter supersede the attached original Exhibit A and become part of this Agreement. 6. CITY and STATE agree to accept their then respective operational and maintenance responsibilities and related associated costs thereof in the event jurisdictional boundaries of the PARTIES should change and Exhibit A is amended to reflect those changes. 7. CITY must obtain the necessary Encroachment Permits from STATE's District 08 Encroachment Permit Office prior to entering STATE right of way to perform CITY maintenance responsibilities. This permit will be issued at no cost to CITY. 8. VEHICULAR AND PEDESTRIAN OVERCROSSINGS 8.1. STATE will maintain, at STATE expense, the entire structure of any STATE constructed vehicular and pedestrian overcrossings of I-215 below the deck wearing surface and any wearing surface treatment thereon. 8.2. CITY will maintain, at CITY expense, the deck wearing surface and structural drainage system(and shall perform such work as may be necessary to ensure an impervious and/or otherwise suitable surface) and all portions of the structure above the bridge deck, including, but without limitation, lighting installations, as well as all traffic service facilities(sidewalks, signs,pavement markings, bridge rails, etc.)that may be required for the benefit or control of traffic using that overcrossing. 8.3. As directed by section 92.6 of the Streets and Highways Code, at locations determined by STATE, screening shall be placed on STATE freeway overpasses on which pedestrians are allowed. All screens installed under this program will be maintained by STATE, at STATE expense. 9. WALLS AND COLUMNS — CITY is responsible for debris removal, cleaning, and painting to keep CITY's side of any wall structure or column free of debris, dirt, and graffiti. 10. LANDSCAPED AREAS - CITY is responsible for the maintenance of any plantings or other types of roadside development lying outside of the fenced right of way area reserved for exclusive freeway use. 11. INTERCHANGE OPERATON- It is STATE's responsibility to provide efficient operation of freeway interchanges, including ramp connections to local streets and roads. 2 08-SBD-215-PM 1.21].9 12. ELECTRICALLY OPERATED TRAFFIC CONTROL DEVICES 12.1. The cost of installation, operation, maintenance, repairs, replacement and energy costs of safety lighting, traffic signals or other necessary electrically operated traffic control devices placed at interchanges of I-215 Freeway and CITY streets and roads and at ramp connections or 1-215 and CITY facilities shall be shared by the PARTIES in a separate Shared Cost Electrical Agreement. A separate "Shared Cost Electrical Agreement" will be executed in the future allocating these costs between the PARTIES. 12.2. Timing of traffic signals, which shall be coordinated with CITY to the extent that no conflict is created with freeway operations, shall be the sole responsibility of STATE. 13. BICYCLE PATHS - Except for bicycle paths constructed as permitted encroachments within STATE's right of way for which the permittee is solely responsible for all path improvements, STATE will maintain, at STATE expense, all fences, guard railing, drainage facilities, slope and structural adequacy of any bicycle path located and constructed within STATE's right of way. CITY will maintain, at CITY expense, a safe facility for bicycle travel along the entire length of the path by providing sweeping and debris removal when necessary; and all signing and striping and pavement markings required for the direction and operation of that non- motorized facility. 14. LEGAL RELATIONS AND RESPONSIBILITIES 14.1. Nothing within the provisions of this Agreement is intended to create duties or obligations to or rights in third parties not PARTIES to this Agreement or to affect the legal liability of a PARTY to the Agreement by imposing any standard of care with respect to the operation and maintenance of STATE highways and local facilities different from the standard of care imposed by law. 14.2. Neither CITY nor any officer or employee thereof is responsible for any injury, damage or liability occurring by reason of anything done or omitted to be done by STATE, under or in connection with any work, authority or jurisdiction conferred upon STATE and arising under this Agreement. It is understood and agreed that STATE shall fully defend, indemnify and save harmless CITY and all of its officers and employees from all claims, suits or actions of every name, kind and description brought forth under, including, but not limited to,tortious, contractual, inverse condemnation and other theories or assertions of liability occurring by reason of anything done or omitted to be done by STATE under this Agreement. 14.3. Neither STATE nor any officer or employee thereof is responsible for any injury,damage or liability occurring by reason of anything done or omitted to be done by CITY under or in connection with any work, authority or jurisdiction conferred upon CITY and arising under this Agreement. It is understood and agreed that CITY shall fully defend,indemnify and save harmless STATE and all of its officers and employees from all claims, suits or actions of every name,kind and description brought forth under,including,but not limited to, tortious, contractual, inverse condemnation or other theories or assertions of liability occurring by reason of anything done or omitted to be done by CITY under this Agreement. 3 08-S13D-215-PM 1.2/1.9 15. PREVAILING WAGES: 15.1. Labor Code Compliance- If the work performed on this Project is done under contract and falls within the Labor Code section 1720(a)(1) definition of a "public work" in that it is construction, alteration, demolition, installation, or repair; or maintenance work under Labor Code section 1771. CITY must conform to the provisions of Labor Code sections 1720 through 1815,and all applicable provisions of California Code of Regulations found in Title 8, Chapter 8, Subchapter 3,Articles 1-7. CITY agrees to include prevailing wage requirements in its contracts for public work. Work performed by CITY'S own forces is exempt from the Labor Code's Prevailing Wage requirements. 15.2. Requirements_in Subcontracts - CITY shall require its contractors to include prevailing wage requirements in all subcontracts funded by this Agreement when the work to be performed by the subcontractor is a "public work" as defined in Labor Code Section 1720(a)(1) and Labor Code Section 1771. Subcontracts shall include all prevailing wage requirements set forth in CITY's contracts. 16. INSURANCE- 16.1. SELF-INSURED-CITY is self-insured.CITY agrees to deliver evidence of self-insured coverage providing general liability insurance, coverage of bodily injury liability and property damage liability, naming the STATE, its officers, agents and employees as the additional insured in an amount of$2 million per occurrence and $2 million in aggregate and $5 million in excess. Coverage shall be evidenced by a certificate of insurance in a form satisfactory to the STATE that shall be delivered to the STATE with a signed copy of this Agreement. 16.2. SELF-INSURED using Contractor-If the work performed under this Agreement is done by CITY's contractor(s), CITY shall require its contractor(s) to maintain in force, during the term of this agreement, a policy of general liability insurance, including coverage of bodily injury liability and property damage liability, naming the STATE, its officers, agents and employees as the additional insured in an amount of$2 million per occurrence and $2 million in aggregate and $5 million in excess. Coverage shall be evidenced by a certificate of insurance in a form satisfactory to the STATE and shall be delivered to the STATE with a signed copy of this Agreement. 17. TERMINATION - This Agreement may be terminated by timely mutual written consent by PARTIES, and CITY's failure to comply with the provisions of this Agreement may be grounds for a Notice of Termination by STATE. 18. TERM OF AGREEMENT-This Agreement shall become effective on the date first shown on its face sheet and shall remain in full force and effect until amended or terminated at any time upon mutual consent of the PARTIES or until terminated by STATE for cause. PARTIES are empowered by Streets and Highways Code Section 114 and 130 to enter into this Agreement and have delegated to the undersigned the authority to execute this Agreement on behalf 4 08-SBD-215-PM 1.211.9 of the respective agencies and covenants to have followed all the necessary legal requirements to validly execute this Agreement. IN WITNESS WHEREOF, PARTIES hereto have set their hands and seals the day and year first above written. THE CITY OF GRAND TERRACE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION By: MALCOLM DOUGHERTY a r Director of Transportation Initiated and Approved By. /By: City*nr Stephen R. Pusey Deputy District Director Maintenance, District 08 ATTEST: B . iy As to Form and Procedure: By: By: City Attorney q Department of Transportation 5 EXHIBIT "A" Plan map identifying the applicable I-215 Freeway proper and CITY road(s) and facilities 1 - Disi COUNTY ROUTE POST MILE SHEET TOTAL No. SHEETS 0a SBd 215 i .3/i .8 1 3 -ITY OF GRAND TERRACE I OCAT ON 1 SHEET 2 LOCATION 2 SHEET 3 /MRTONRO OC iE11iORRT AVE OC TO RIVERSIDE -� TO 5AN BERHAROiNO 1 ROUTE 216 t EXHIBIT "A" NO SCALE LDT COUNTY ROUTE POST MILE SHEET TOTAL No. SHEETS 8 SBd 215 1.3 2 3 Q BARTON RD OVERCROSSING BRIDGE NO. 54 1323 0 �0 ti e 'ti Q• R,•W BARTON ROAD R.-W R,W �� eP LEGEND' LOCAL ROAD SEGMENTS WITHIN ® FREEWAY R/W LIMITS TO BE MAINTAINED BY CITY OF GRAND TERRACE TTT-1-t-r-y,- STATE R/W LOCATION I: BARTON ROAD OVERCROBBING EXHIBIT "A" DIST COUNTY ROUTE POST MILE SHEET TOTAL No. SHEETS OB SBd 215 1.8 3 3 NEWPORT AVE OVERCROSSING BRIDGE NO. 54-1294 N y QJ m W LA R/W ro R/w NEWPORT AVENUE R/W R/W LEGEND' LOCAL ROAD SEGMENTS WITHIN ® FREEWAY R/W LIMITS TO BE MAINTAINED BY CITY OF GRAND TERRACE STATE R/W LOCATION 2: NEWPORT AVENIIP AVRRCAnnitld EXHIBIT "A" NO SCALE EXHIBIT"B" This page is intentionally left blank. EXHIBIT "C" INDIVIDUAL. INFRASTRUCTURE ITEMS TO BE MAINTAINED BY CITY Exhibit"C" includes: • Exhibit C-1 Barton Road Aesthetic Photo • Exhibit C-2 Barton Road Aesthetic Overview • Exhibit C-3 Newport Avenue Aesthetic Photo • Exhibit C-4 Newport Avenue Aesthetic Overview • Exhibit C-5 Barton Road- Chain Link Railing Type 7 (Mod) • Exhibit C-6 Barton Road- Decorative Concrete Barrier • Exhibit C-7 Barton Road-City Logo Architectural Feature • Exhibit C-8 Barton Road—Decorative Light Details • Exhibit C-9 Newport Avenue- Chain Link Fence Type 7 (Mod) • Exhibit C-10 Newport Avenue- Decorative Concrete Barrier h ! i SHEET 1 OF 10 DIST COUNTY ROUTE POST MILE 08 SBd 215 1.3 BARTON RD OVERCROSSING BRIDGE NO. 54-1323 Q; 0 o Q �Q 0�. Qp `' ���' �'� R/W R/W e R/W R/W �P CHAIN LINK RAILING TYPE 7 (MOD) EXHIBIT C-2 C-5 C-6 C-7 C-8 ORAT V T ARR R SHEET 2 OF 10 C Y LOGO ARCHITECTURAL FEATURE DECORATIVE LIGHT DETAIL AESTHETIC OVERVIEW NO SCALE � r . NEWPORT OVERCROSSING EXHIBIT GISCOUNTY ROUTE POST MILE 081 SBd 215 1.a NEWPORT AVE OVERCROSSING BRIDGE NO. 54-1294 z m m i ro R/W cn R/W NEWPORT AVENUE R/W R/W CHAIN LINK FENCE TYPE 7 Mo RR0 C-9 C-10 EXHIBIT C-4 DECORATIVE CONCRETE BAIER SHEET 4 OF 14 AESTHETIC OVERVIEW NO SCALE T trim aMMlli f CHAIN LINK RAILtMC, TYPE 71Bm1 I ON SBA Z1; YAP teILAiCI' ,� _ l o M Mcwan ru AMos,KAwTEXTURE ei`•'r" p HER StY6ACE n y SEE OCTAL "l" -PrKru do K t { ! i w•r.rrwrr rrrrw r.P.,.• rl SCOLIIEM f O AY FLAIE� RsI'-O' •�:•ru••y�.i .r�� •..�• i i t i i I j M Ft: //JJ�J� DETAIL A ® ® 0 ®--ELIPTICAL COLum SNArT TYPICAL SECTION I"•ID'-o' FEN( p 3 p{p It OECONATIVE LIGHT (DECORATIVE LIGHT CITY LOGO ARCIHIIE[iURAL FEATUREe'-O' t•,- M�E�LLLSPACE_0 CHAIN LINK RAILING TTpE TtMIOAI PANELS IGI TO E.1KEC0 10�Oc ! ! BLACK SEMI-GLOSS FINISH ' BIAI:R SEMI-GLOSS FINISt4 ' BLACK VINTL COATED MISN ARCH TO(KT(Np ' t WITHIN!PANELS ' M �2 I 1i 1 CHAIN LINK RAILING TYPE 7(MOD) ELEVATION A. I p CITY LOGO ARCHITECTURAL MATURE CHAIN :INR RAILING yu ?11"l i1rim—mil ' 77'-C CRAIN LINK EQUALLY SPACED ARCHES 1 O.C.1 RAILING I I CHAIN LINK RAILING TYPE 7Amad [ITT LOGO ARCH11EC71RiAt i&1'lRE TYPE TINOG) IBL F��1 Am i VECORA,IYE LlGli AR[NITEC7tINAL IBLACA FRA1E AND t CCppMMCCRRTE MESH.YTai sLEIFaCE TERTIATE *4 1 lei • • • • • • • • • • =*I 1 101 • • W_ i t}E EAEL A IYf PANELS Abua I it BENT 2 SENT 7 Abu., 4 lyf PANELS t hOTEM ELEVATION VIEW (RIGHT SIDE SHOWN. LEFT SIDE 5[MILAR) NOTE; THE CONTIIACTOR tILST VERIFY A4 I. Far CP6T•1■BorriK Artinifst:tMRaI treafe•M,s•• CONTROLLING FIELD DIMENSIONS t•- '-i' CCITECT1EflAt TREAT&&T IIETAILS No.Ir*not BKFONE GRDERtNo OR 'AMIGA,ING !.Ftlr C YY7V� eeqqnn O'fA.IfaC I FM — — t ANY MA'ERIAL. *ARCNITEC. AL TREAIYENT OE TAILS.6.Ir sfwat •+� STATi H$ MRNYKerwta la:> gpRTOh ROAD OC (REPLACE)W •N CALIFORNIA PEiIaM CIIAMCH70 r""'"" " aw, eoAe7BErT M leAeEFeeTA7tM t'm ARCHITECTURAL TREATMENT DETAILS N0.1 ar,rr Mn.r R,",YMf wrwr«...►w... eOrrx�rrr uan Tan „r,,,r,r„ .,... a HW[CI MIaBOI A f m-01101101C NHwf:t IW O•aNlaM . w ]T K CHAIN LINK RAILING TYPE 7 (MOD) EXHIBIT C-5 SHEET 5 OF 10 " m.r• SRC BB sea Magi 115 AIM iIAU KaltlK cmL tNa um ei •'r's'� AILI T s1oa1 C DECORATIVE LIGHT t R raves - 1 wrrr err.r.ft rrwy=r.+r 2'X I tllDByE- FRACTURED RIB wtr,,,�r�r.rr.r r�r.w, �•.�,/ 1'CNWFR.Typ FACE OF SMOOTH Corr.Typ - ---- 1AM X 1.5 GROOVE -- -TOP OF BARRIER isclen 'A- TYPICAL CONCRETE BARRIER TYPE 28(MODI ARCHITECTURAL TREATMENT TERMINATION Z-Z SECTION DETAIL FRACTURED RIB SAND BLAST AND SMOOTH TEXTURE TYPICAL E.DECORATIVE LIGHT 9 NO SCALE 10 TOP OF BARRIER ' RTA IINC�I CH411RIN7i 1'CHAWER,Typ 1-CHAWER,Typ FACE OF SIDOTN Corr.T}p ►�! FACE OF SMOOTH Cale Typ n 2' k 1.5'CApOVE T R 1.5'GROOVE FRACTURED RIB- -- { 1 I FRACTURED RIB VARIES X 1.5-FROM —its X 1.r GROOVE fr' FACE Of BARRIER smxm FACE.Typ - i 51WTH FACE,Typ I TVPE T RETAINING WALL f INSEUTIUM POINT r � 1 TYPICAL ELEVATION DETAIL Y Y SECTION DETAIL CONCRETE BARRIER TYPE 28(MOD) CONCRETE BARRIER HTKDX TYPE xe(MO0) T1�mxiI CTOq o MAT DI VERIFY ALL WNTRE In FIELD FABRICATING r VEIISIONS BEFORE ERIAL1NG OR FABRICATING �j" 1}-0" ANT WTERIAL. w BTATORNIA a or �. r..r.. st_1s:> BARTON RO CALIFAD OC (REPLACE) oe�wM ee�MCI110 RCNITECTURAL TREATMENT DETAILS NO.12 1 a BEraBTRERT a Ii aBYeBTA11tl Na—r s�w..r«.w ■veer IAt1 wwr Z''���— r a reRR IAtrA A NNSEe�4 NIlAMLI ra 1/-{IFiM ��— 1B 7( DECORATIVE CONCRETE BARRIER EXHIBIT C-6 SHEET 6 OF 10 n1 m.n ••NK �CLL■R iTP E v Y•-rLO FINISH _ 21S t'P •p� Typ ,...r. raunAl VIL KNERW1Y "� 2 4 it H,- 1 S O'S K L i ' T n•.4•n.wu art r r lwwrnv.orN..nA—��1 ...--.... - BLACK SEYf-raDSS PiM(SN rlrrw-.r•.r.rr—r °.F. .� MODIFIED FRAME �••-1 rAr1•e-N.rrr^�, fblr FAR"NA�I I T �f j �(I� rAP 7. BLACK V1NTL COATED MESH TYPE`l YOtlAII rl+•1T,Tom— ►b�;jTIOM BT11EE9 y s `` BgLL pp�� BRACKET (ASTY 361 PPPOppSSST. 1. 1--- .. •"••' .'4' �:• _ STEEL SEMI-GLOSS FINISH _ _.L:_• _ -�...., _. CHAIN LINK BLACK SEMI-GLOSS FINISH ���+ SOLID ALWLHO AS OYITE y S APPRO ENGINEER,Typ Yr S :{ . �`'fN. ; BLACK SEMI GLOSS FINISH PERFORATED ALwINLO PLATE 41,�i.�.. :I..q 'Y•{i:i' 1 j TYPE 3003-1114 MMWTA1MSSEEPATTERN 'mil•:+:'•�,� 444. . ••-•-�• P[RFOIIE4Th WIMY PLATE y!• L+ti E AL :F.'• n �RISHRg0QQ1IyF�OpMppPyE(,1RKFOSTWGlT10MS AT }. •1 •^' '4 I ■S APPI�YEO ITT ENGIIMEFk.T BLACK SEYI-GLOSS FINISH �OR ,WIIAKN ROTE MmJNTB ..t._— _ ._ SILN1OlEA1MPATTEAM . PERFORATED ALWiMW PLATE WITH ROM PERFORATIONS AT 1202 W0"�P' 00ATIuiIG. CITY LOGO ARCHITECTURAL FEATURE AS APPROVED Br WINCEM,Typ T- MOUNTED ON FENCE DETAIL i ORATEDAlLfAIIMM RA 1" - SECURING PLATE 1'•1'-O" ISEE DETAIL) ELEVATION OF LOCAL ROAD VIEW T CL FEIICE RAILING L Syr N 2■% (TYPE T Yee, NO SCALE BRACKET 70 POST 1 a POST FASTENER ARCHITECTURAL rEATLAE TO BRACKET rASTENER ��((.. R 2' ■ 12"B[TH PERFORATED Y n ' STEEL OK TO BRACKET FASTENER AMR ra1V AT 14'[C Typ Win]EA PER BRACKEN 4r , AT 12'C-C Min, LOCATION IV ENGINEER Sy�P �1J�K B 1 y. BOLTN%'O'STAIr Ile 10'Yin - 14"Yes C-C Typ Af LEARN LOCATION In H LDCK MASHER BOLTI j /'GOIt"STAR' it MIYTI Celt,LOCRIMG MIT H[AD,VANDAL RESISTMt T CHAIN LINK WITH WASHER. WITH LOCKING WT 04SWA TACK�� AND OVERSIZED FLAN NAWN App1�}�C7{AyL rE�7I NMI Galt.LOCKING NUT WITH IPERFOIIATEO SAR PLAT;} WASHER,TACK WELD BECURINO PLATE DETAIL CHAIN LINK ARCHITFCTIRAL FEATURE SPACE/'Ir1K Colt ! (PERFORATED STEEL PLATEI 1/4 AtFACN LO[ATIW SECTION -A 1 1 ppA�L 1Ims CITY LOGO ARCHITECTURAL FEATURE 4NTT>�L. ie� NO SCALE # �— T. L� BTArE OP 54-,A BARTON ROAD OC {REPL :NO. E) '+•'«1 `N CALIFORNIA �sw1lINANCx10 '^"�' `I. BpARTBEBT a iTIABRBBTATpR 1.n ARCHITECTURAL TREATMENT DETAILS 1 I7�r4BR A P•KY11N1®Kp pplppYLT 1Ylw�/1N 4B x CITY LOGO ARCHITECTURAL FEATURE EXHIBIT C-7 SHEET 7 OF 10 lu sed :1s o.an.t i � wn=®•t 7 1/4' NOMINAL ,LOGE six 1 O.O. 0. CAST ALUMINUM NOTES-TNIS SHE"MART LA iE 1. FOR NOIINTENTS DETAILS ON WAMe,IER,SEE SES SHEETS. a I 3, oIA POLEI AKRON OR EQUIVALENT DDRSCW WLACt,WITH ANtl ORI4FFETI. ZISTsrrLE k FINISH S,IIFACE. LIGHT FIXTTREI TWO OECORATIV£LED STREET ■ LLEIN4IRES ON TWIN ANA-09 APPROVED EQUAL. 3 tl TOR DETAIL L' AND=OR EOIIMENTL �. CORSICAN STYLE POLE n FLUTED ROI/Q SHAFT _ WITH(15)FLUTES v !1 IT TO NUCOXE COVER 72 In B.C. WITH SCREWS so. II IIrr OCT. d ,-,-O , f n• LONG SLOTS b 141 3W s is'N 4' - COIGUIT PLAN, ANCHOR EOLTS ` O= PER ASTM ANT BASE PLATE DETAIL a ' m BASE BIOUNTINO DETAIL O J t u rc _ e m US .. DECORATIVE LIGHT DETAILS 9 5% P S& E ELECTRICAL DETAILS APIRW EV FOR ELECTRICAL xwx M wr NO SCALE E-37 e gpER LAST ACns[p I.TiTole Immw•„I„nr murex AeArrA Ae.LF r Aw,RA.,.........,..,.,... „,.,.oK- � wlr n>n PRaM[er uaeEll a HIASE oloaaDD:Wt DECORATIVE LIGHT DETAILS EXHIBIT C-8 SHEET 8 OF 10 m mrrn eeurt � r CS jAIV.SBdj 91.7i5 1 !7U tY1•E 7 woo CHAINLINA rTNCr c T' urn nre,we. .•"i4fw, TYPE 76 MOD CONC BARRIER R.T•_O- nAra+wrar.a e�eL i ARCH(.SURFACE TINT r>•r 4,r.M v M M.,r, +rlrrw^r..tw�wv r �f • .r..�r r..r.w r n,.r.a.r.� DETAIL A SEE DETAIL "A' S FENCE PAWLS PER ARCH- STANDARD ARCHITECTURAL COLUMN PAWLS NOT TO E,ILEEO 10'OC BLACK VINYL CDATEB MESH BLACK SEMI-GLOSS FINISH i1MI5N GRADE V ' El]PTICAL COLUMN SHAFT TYPICAL SECTION TYPE 7 MOD CHAINLINK FENCE ELEVATION --EB TYPE7 95 B EVENLY SPACED ARCHES OF TTPE 71Ybd)CHAIRLINK FENCE T T CNAINL INK CHAINLINK FENCE IBIACR i�RA1E� ARCHITECTURAL SWAGE TWATLENT (BLACK FlAIE AND !AND MESH.Tro WT.4.Tro) INS CxAm , r 111 III ` 1�! 111 Y 1 ____ - F BENT 2 J K Abut • ' I NOTE ELEVATION VIEW (RIGHT SIDE SHOWN, LEFT SIDE SIMILAR) awtT 1.-R Co ofe barter Archltectwal tnpt=,see �•`t•-� ARCNiTECt1OlAL TREATMENT DETAILS NO.7'.rwt e I BTRTe or 'N"�: '�"� NEWPORT OM AVE DC (REPLACE) -° CALIFORNIA DESM NA e..u.wA =1OWN BRA111�I r 7RABM9BTA1M11 7. ARCHITECTURAL TREATMENT DETAILS NO.1 ` 11rA�tAA , TLNe1C1 604IF9Mrgi "� ... SB Ac K EXHIBIT C-9 CHAIN LINK FENCE TYPE 7 (MOD) SHEET 9 OF 10 s1 m�rr Au1[ DA RIr,SBtl s1,215VIN iasS VARIES IW-D Itlr d' LAVA- - ! .ylllti t i . 2- X I.S'GROOVE — FRIMIRED RIB 1'C44WER'T7p FACE OF SMOOTH TV►.-- YAR]E5 E 1.5 GROVE i Kids Arnlevu e.rc is . �s�rrrA,.rr�.ra..srw 1 - y, 1 3. F � TYPICAL CONCRETE BARRIER TYPE 26 AND 736 (MW) ARCHITECTURAL TREATMENT TERMINATION i Z—Z SECTION DETAIL FRACTURED RIB SAND BLAST ! AND SMOOTH TEXTURE TYPICAL � I W SCALE T•O TYPE I CHAINLINR - RAIL RAPE T CHAI10.[Na RAILING NG 1"CHAIiER'lyp r-'�r I 2 ] S S { T 1-CHAMFER'Typ FACE OF SfOOIH TAP. �J1 ^I� I FPCE OF SMOOTH T}p '- 2' 4 Jd 2' Y 1.5'GROOVE 1 A 11 STRIICTWE BARRIER FRACTIAtf.D AIB 1 R FRACRIREO RIB GAGE SMAKACE.-- VARIES; 1.5 GROVE •• a VARIES R 1.5 GROVE B„ SM001N FA GYP. SMOOTH iACE IVP.- Q TYPE I RETAINSHI M GALL INSERTION POINT + i x Y—Y SECTION DETAIL TYPICAL ELEVATION DETAIL CONCRETE BARRIER CON Y—Y SECTION DETAIL , RETE BARRIER TYPE 736 AND 26 (MOD) CONCRETE TI BARRIER TYPE 736 (MOD I I~r r T'-�' TYPE 26 (MOD) � TYPE W 1'-Dr ' L STATE DP NEWPORT AVE OC (REPLACE) sw_ "—" CALIFORNIA e��MCN 19 nFARTaI M TwEeMTa1Tw 1 T. ARCHITECTURAL TREATMENT DETAIL! NO.2 ....w.............,M.al,..,...... wn AUI •••• Ste" . "NNW PAM a Aral w[a.e� 1 L mml 4w a-aY[�n �-"�� Ss +B EXHIBIT C-10 DECORATIVE CONCRETE BARRIER SHEET 10 OF 10