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6717 O PLANS FOR THE 2 INCH AR OV ERLAY OF �CADTA � - R1W � "i� rw 3 p N IN S B A i 0 4 y i = 3 i �{a.: 2 - ' VII• "_ � � �') ,�: c I of ENCINI s I I 2" ARHM G Y G -B 2" ARHM GG -B PROJECT NO, 2007 -2008 STREET OVERLAY PROJECT i OVERLA- � 1 I OVERLAY ENCINITAS T�. a \ . { ) 800 T BOUI�IDARY. P T T O T TRUC ON ION USIDE HE ROJEC EX. AC TA SANTA FE OR. R T A PRO CT �" :;:;, ti� PAVEMEw LOCATION VARIABLE GRIND (1.5 LONG UP OF GUTTER AND FACE OF ;: `� ut T T a BERM O D AT fi -8 OU T ) \1 o S9 .; x \ O � - - y ORA TYPICAL SECTION ENCINITAS BOULEVARD E A5 NCINIT NO SCALE . `1153 • •: _ -EROSION :..NOTES g _ : EUJO 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANC F P - _ -_ _ - THE _- L s2i A EROSION CONTROL DEVICES AS IECESSARY. +... C�, ALL EROSION CON IKV MEASURES RMt RED TO RETAiN ONSiIL AM TO CIlV1T1�IAP -- e! SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERA DTE 13 E PROJECT SHALL Vw �z 6E INSTALLED WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. NO SCALE CALLE , MAGDEL£NA 3. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION T _ w .- CONTROL PLAN :.,... -WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED � Y THE N IN - _ E Q N% _EER OF WM AND AS APPROVED Y CITY t : THE C! EIYSztNEFf3 �,, ,,•M; TRAFFIC CONTROL NOTES 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE iN PLACE AT THE END OF EACH WORKING DAY 1WHEN ItiE S -DAY RAIN PROBABILITY FORECAST EXCEEDS SHEET 2ND E }� t. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICAN. TLO DLO PERCENT. SPECIAL'PROVlSIONS AND CALTRANS MANUAL OF TRAFFIC COlNIROLS FOR COINSI131JCT1I?Al AND SHEET 1 -- TITLE SHEET 5. EROSION CONTROL SYSTEMS SHALL 13£ SERVICED AND MAINTAINED TO PROVIDE «:.4 I/"TIENANCE 'WORK ZONE (ice EDITION) - SHEET CONTINUOUS CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER 2 � CIVIL IMPROVEMENT PLAN P RECIPITA71ON EXCEEDING ONE- QUARTER (1/4) INCH iN ANY i2 -HOUR PERIOD 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS M CONFORMANCE WITH OR UPON DIRECTION OF THE CITY ENGINEER, SILT AND DEBRIS SHALL BE REMOVED -= CALTRANS STANDARD PLAN T -11, T -12, OR T -13 DURING THE WORKING HOURS OF 9:00 A.M. TO FROM CHECK DAMS AND DEStLTiNG BASINS, BASINS PUMPED DRY AND OTHER- =s 3:00 P,M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS WISE RESTORED TO THE ORIGINAL DESIGN CONDITION. N ORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 3:00 P.M.TO 9:00 A.M. AND AT ALL YS A N CONSTRUCTION RATIONS ARE NOT - - - _ - TIMES SATURDAYS, SUNDA AND LEGAL HOLD YS WHE STRUC OPERATIONS N 6. DILITING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. - A RELATIVE COMPACTION OF W30 PERCENT OF MAXIMUM DENSITY. A SOIL ENGINEERING . -GEN - REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS _ - - -- _ - ERAL NOTES Z. - ACCESS i0 PRIVATE PROPERTY SHALL 6E MAINTAI AT ALL iiMES. -- - -- --- - - - - -- -- - -- -- - - - -- -- - - - -- - -- - - - - - - �F TESTING SHALL BE SUBMITTED T4 THE CITY FAQNEEA FOR APMVAL AIPON - COMPLETIIJG THE DESILTING BASIN - A NE WILL B A MINIMUM OF 12 WIDE OTHERWISE SHOWN. E INIMU2 E UNLESS OERWIO 4. TRAVEL LANES ,� _ -_. _ _ -__ _ -_ _ _ 1. R NO FEE PERHIiT SHALL BE OBTATTIED FROM THE CITY OF ENCINITAS ENGINEERiNG DEPARTMENT 7. CONTRACTOR SHALL RELOCATE ALL ( TRAFFIC SiGNS AS DIRECTED BY THE CiTY - - - OR Y WORK WITHIN E STREET RIGHT-OF-WAY. - Z. -THE CONTRACTOR SHALL 43E RESPONSIBLE AND SHALL TAKE #IECESSARY PRE AN 0 TH S EE O WAY. 5. PEDESTEiIAN :FLOlIY V1(ILl NOT BE QISIiIf?BED !Jl�ILESS 4THEfiY�1SE StiOY�l. _ (CAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER lTiEAICH B. IB ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC F FINITES TO 6E P &OVIDED MAT!•l. RESISTANT SURFACE. H CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE BUT ►JOT BE LIMITED T0, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR !GUARD 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. -- 7.-­THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED "' -- -- - -- -- - THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO _ "' POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS GS (LATEST EDITION). B. PAVED STREETS, SIDEWALKS, AND OTHER iATPROVEMENTS SHALL BE MAiNTAINED IN A APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL AND THE SPECIAL PROVISIONS FOR THIS PROJECT. NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND S _ S. ACCESS FOR FiRE AM t) OTHER EMERGENCY EMERGENCY VEFItC1E5 SHALL BE RWAIQTAINED AT ALL TnlES DURiIVf OF ANY C TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL NOT BE USED PROJECT CONSTRUCTION. 9. ALL PRIVATE Ik1PROVEMEM IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMMVED SHALL TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE 4. THE EXISTENCE AND LOCAT10N OF EXISTING UNDERGROUND f SE 6 AOLiT1ES SHOWN ON THEE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR PUBLIC RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY KNOWLEDGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE - THE CONTRACTOR. 9. STAND -BY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERY PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES o n TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OU�C RAIN�TQ[�ds- OR NOT SHOWN ON THESE PLANS. 10, THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN 10. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED VUTHOUT PRIOR PLANS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT ASPHALT CONCRETE (•) THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON LOCATIONS TO . EXtST1NG A.C. 5 APPROVAL OF THE CITY., FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE AND BASE `DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. ASTAND -lBY CREW CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND 11• THE CONTRACTOR SHALL BE RESROWSiBLE THAT ANY W)NIUMENT OR BENCHMARK WHICH IS DISTURBED SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. '- FACILITIES, PRIOR TO THE START OF ANY WORK, WMiICH CROSS NEW STORM DRAIN PIPE IOR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS LICENSED LAND SURVEYOR. A CORNER RECORD,CERTIFICATE OF COMPLIANCE OR RECORD OF SURVEY 11. ALL UTILITY TRENCHES SHALL 8E BACK FILLED WITHIN 24 HOURS AND MUST BE " TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES, SHALL BE FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL FURNISH BACK FILLED BEFORE THE E''D OF WORK DAY IF - 40 P ERCEN T AN -- _ T -- - - -- -• A _0 C� 4F +, 10 THE CITY OF ENCINI PROOF OF RECORDING - BACKFiLL // ., 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO RIGHT-OF-WAY _ STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH . 12. ,ALL ]UNDERGROUND UTILITIES WITHIN THE STREET RIGHT OF WIIAY SHALL BE CONSTRUCTED, 12. -A GRAVEL BAG SILT BASIN OR ''CRAP SHALL-1E PROVIDED AT EVERY STORM DRAIN CEMENT SUIRR A380-E-600) T CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB. CROSS GUTTER AND INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. ANY `.._ .. - - COMP REPRESENTATIVES �'AYIAIG. OR W13. THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEERS OFFICE APRE- CONSTRUCTION MEETING .., a m . a T 3. A 12- - INCH fyfGli BY 4f00T TIDE EM SMAtt BE 11iA1NTAfIdED ALONG THE TOP OF WOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ItNO SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. CALL THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED - ' }�- 760 -633- ! UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL --- --- _ - - - - _ --- r -, •••- -- - � 770 SLOPES. WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM THE TOP OF P S. CABLES AND GAS PIPING AND APPURTENANCES CONTACT. THE z 14. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION - - 3 - SIGNAL SAN DIEGO GAS & ELECTRIC COMPANY. 14.VlSE6 f VELOCITY L`HK GAMS IN ALL UNPAVED STREET AREAS AT T HE INTERVALS . :INTERCONNECT ' TELEPHONE: (800 ) 422-4133 OF THE PROJECT CONSTRUCTION. PROJECT SIZE MAINTENANCE SHALL COIJFORM TO SECTION 7 -8 OF r£T INDICATED BELOW. VELOCITY-CHECK DAMS MAY BE CONSTRUCTED OF GRAV S lYlE STANDARD SPECIFICATIONS VEL BAGS, CONDUIT ,. .. TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER -- B. THE CON IRACT•OR SHALL NOTIFY THE PACIFIC TELE.TFTONE COMPANY PRIOR TO STARTING WORK AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE ; NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 15. THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BMr DRAMANOS ON MHiCH ALL CHANGES OR CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID AS BUILT yNSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION Ak?OUND THE ENDS 3€LEP+IONE: (610) 546 DR AWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. THE DAM 1. CEMENT SLURRY BACKFILL: OF A. CEMENT SLURRY BACKFILL SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. B. CEMENT SLURRY BACKFILL SHALL BE THOROUGHLY CONSOLIDATED i0 ENCASE CONDUIT. - - - - - - - -- -- - -- TO S -- -_ - ARTING - f8 �tATERtAt OR DEBRIS SHALL F10T BE STORED OR REhtATN iN THE PUBLIC RIGHT -OF -WAY WITHOUT WIJTERYAL GRADE OF THE STREET C. THE CONTRACTOR SHALL NOTIFY 'FIE SAN DIEGUITO WATER DISTRICT PRIOR T WORK . < NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. APPROVAL BY THE CITY ENGINEER. TAMPERS OR VIBRATORS SHALL BE USED. LESS THAN 2% AS REQUIRED --C. -< - - CEMENT SLURRY BACKFILL SHALL BE AS FOLLOWS ##aR iF�E LbOA11� bE TER bSTITI�`1 �ZIL.I ITS WTHIN 17. OCCUPATIONAL S _ _ __ AFETY & HEALT}i ADMINISTRATION 1�OSHA) NOTE. THE CONTRACTOR IS REQUIRED TO _2X TO 4X - --100 FEET T �l I ' , ENCINITAS BOULEVARD .........._.........CLASS (380 -E -800) THE PROJECT AREA TELEPHONE: (760) 633 -2709. OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS 4% TO 10% 60 FEET WHICH ARE 5 FOOT O R DEEPER A ND INTO WHICH A P ERSON IS RE UIRED T DECEND. 2 OVER /OX 25 FEET_ _ _ _ _ F _ _ - - _ ,x m -. _ , . ,.� TACK AT SHALL APPLIED - -- A CO LL BE APPL T'0 THE CEMENT SLURRY BACRFfI.L'XND ES�IST1Fti; ASPHALT iQ -- - -_ - - - -- - -__- - - -_ _ _ - -- -- . THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR fi0 STARTING WORK - PAVEMENT PRIOR TO PLACING THE NEW ASPHALT SURFACE. HEAR ANY FACILITIES AND SHALL COORDINATE WKITH COMPANY 13EPliESENTATIVES _ _. COQ' 18. TRENCH WORK AND IJSTAt1 AT10M RWTICE: FOR LOCATION OF GABLES AND APPURTENANCES OF YK 3 -INCH SIGNAL INTERCONNECT CONDt11T SiiALt RE 1S. A LL IER�SISN t�0`NTROL PLANS MUST FROMM A 24 -HOUTR TEELEPHO E NUMBER AND COMPLETED PRIOR TO THE INSTALLATION OF THE 2 -INCH ARHM OVERLAY ON ENCINITAS BOULEVARD. -THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE /� K J :._ ICON D U I T TRENCH {. B d /`1Cf \ I LL ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. CONTACT COX CABLE TELEVISION COMPANY. iVO SCALE TELEPHONE: 422 -4133 _ _ SIGNED Y AWN Y E Y REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CI , T Y OF ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK: DESCRIPTION: PREPARED UNDER PREPARED SUPERVISION OF REGQMM ED APP VED PUBLIC IMPROVEMENT PLANS FOR: x R LOCATION: UM70NTAL DATE: OVERLAY OF ENCiN1TA O1LEYAfQ BY: /'i���- $Y: tt w�7Cp [ T7/11�1 t! p TA�-� VERTIC1tL NICIIIEER SSE. Im. LEROY SODAS, R N 22312 PETER COTA- ROBLES. RCE NO. 52176 INTERSECTION O INTERSTATE I G 5 w � { ELEVATION: DATUM: ED COUNTY EXP. DATE: /L O DATE: i WORK PROJECT NO 2007 -20015 STREET OVERLAY PROJECT SHEET 1 OF 2 f� ..aria : PLANS FOR THE 2 INCH ARHM OVERLAY OF ENCINITAS BOULEVARD Cl of ENCII s i I PROJECT NO. 2007=2008 STREET OVERLAY PROJECT ECT +93.66 46.91' INSTALL N0. PULL BOX WITH g - ` TR AFFIC LID. STUB PM EXIST. _ — SIGNAL PULL BOX 71.8 ASPH x CONC `- I 1 M C? 3 +53.225 47: 5' L Z "p O fS a NSTALL NO. S PULL BOX ASFH —: _ IN iRAFFtC lJD. GRAPHIC SCALE r*1 GNV -� V go a so so so wo .. = _ - ; - CGS- . .:._:_ :,....., • .1, , . ,� st. I : ; � — - i TREES , IN FM r cr - - - ., _ - _... � j � � • i 1. I< inch 40 .._ � R i 112.1 I .a i _ ►VDU € i TR E5 TAHS I . - - a r 1 , • -:- , . , ..'1. +•. _ _ _yid _ 1... ee .....ASP ... < . � _ _- .. .; .. o � _ is .. . , -- , ! ....... : EES _,"'— _ :- � -_... 1..1...1 CONC 4 O ' _ ,.. _ --, ;, a ,.,.<_ . .. _, ::: 1 ,.. '138• _ .. q Ld DON': ` r H I 1W r , ASPH tCeo ^W0 1 , ASrH J r ca 2 --- TREES I h 00 r , _✓ 1 t 1 i ,_ .__.: `mot•— ...••-- ..__.._ � i \ , i T . . I 123 ,► ,_. 7f3B.YS 47.1!3 R , 1 i x 4 NSTALL NO 5 LL BOX \ fn , - , WITH TRAFFI V0. , t 1 11 +74.35 4.3 R >. � . _.,.: l 'Y 1 TT - -� , 11 .1 STALL 0. OR � ••. �— . �_ �— - , 1 `A . n �, ° �, 1 1 / ; _ Stb3.b2 37. T R t tP) (!1 ,. t � ! TRLLS ..- ,, _. AA INSTALL N4, S PULL ri 1 I - _�O NTH TRAFFIC .:. ,, _ { _t :, •, _.., ; r STUB INTO EXIST. — -- - -- — 1_ -- -- • —�— -j -- x CAL _ — — - - -- — x T IRANS ►ULL AOX � •� `•. \ ' '• I � , 4 !.. ■ s , EE ASPH � _ -, 14 +23.91 3.95 ,, -_.. 'l : IN ST ALL N 5 P LL 16+08.53 42.25 R y,, ti , _, ., NS ALL N PULL _ `. - .. O 60X iYITN StAFFiC LD. • s '.. BOX WITH TRAFFIC - LID. STUB INTO EXIST. CALmmus PULL e. . -.. ASRH _ -CC�NC b : r O .:::, ( ::. 1 :' , ( , ; _...... .f ' .. ..., " ♦ / '.: 44:x. tom- 2 a t 1iSPH jPH a✓ A . /''� ,: r , ^ ASPH ' 19+Oq CONC f x �, LEGEND CONC x 2 0 PA 1.'S ,. GR1ND AND 015POSE OF VEIAEN GRMfD TRAM A "` Li .^ ^ ALONG LI P OF GUTTER InJD FACE OF BERM TO 0" '" -- " T , AT 8 —8 OUT, : \108.7" �+r ASPHALT mnt�r�s T ■� Tni .,.5LI�JrI'1MLTRVDDGR NOT Mln (/��flM CC ' ASPH { f • ,, is -_ �.. : }: :. _.._. ,....,,. _•,.. .. ' -:,_, : :_', ^ . , r /.. I, r R° EMOLiTION NOTES k; _. i n GRIND AND DISPOSE OF PAVEMENT. GRIND 1,5" i J ALONG LiP OF GUTTER AUD FACE OF PERM TO 0" > AT 6'-8" OUT. PROTECT IN PLACE, ADJUST TO GRADE. - -- - _ -- - - -- - f� - �3 2" RSPRALT RUMER HOT MM (ARHM (M-9) y 4 REPLACE ALL (ND= VE LOOPS WITHIN OVERLAY AREA = a .__. _ __. .. _. _ -__ _. :_. : ..._ G. __. __ :_: ..— __— ___._ a __. __ _• —. _ ____' .__ -_— _ —._ _ _ _ _._ _ ____ _ :_ __ ____ _ __ _. _ _ _. _ _. ___ ___._ _ ____. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE I Y AWN Y K APPROVALS Cl TY OF EN CI N I TAS ENGINEERING DEPARTMENT .DRAWING NO. T _ - - _ - - -- - -- -— - -- - -- - �r -BENCHMARK. PLANS PREPARED, UI�IDFFS SUPERVISION OF f�ESiQMM DED APP, VED P UB LIC ara PROVEMENT PLANS FOR. DESCRIPTION: MOR1Z011TAL 1" - 40' - i.00ATION. j1ATE: OVERLAY OF ENCINtTAS BOULEVARD . ` y�% , Ty TA ". vERfiICAt .�.E. lEROY 8 AS. R NO 223,2 PETER COTA- ROBLES RCE No. 52176 INTERSECTION OF INTERSTATE 5 LLlY "w. DAITJM: ID OOUIfTY IEXP. *DATE: OT DATE: 07.1 v WORK PROJECT NO. *007-2008 STREET OVERLAY PROJECT SHEET 2 OF 2 ,� ^s;