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303NoText w GENERAL NOTES: L,C_ V1.D. SEW NOTES 1, A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPAR74AENT OF 1 ALL tiORK SHr.I,- BE IN .COriDANCF 0 H THE i_C7:'ADIA 01 TY WAIF -1 G!S- FRANSPORTAT!ON FOR A IVY WORK. -Vi THIN THE STREET RIGHT OF WAY TF' (L.C.'r. : -.J STAY SPECIE ;! "'TIOh'. WDRK TO BE DO ivE 2 THE STRUCT:;RAL SEC PION SHALL BE IN ACCORDANCE WITH S4Ni DIEGG 2 'hr ONTR?; , - 'SHALL i!Rf A ' T /`; T FOP C STRUC ?!','!. ?PIOR 7C- !,NY r p R c ,I RJCTt„, ^ 4 - 7 4 E lM R "V'EHENTS ;OMSIST OF THE FOLLOWING WORK TO E DONE A CORDING TO THE COI INTY R O S A AND AS APPF 'rVED BY T'r MATERIALS LABORATORY rr: + e+ D y J '; "p I I •. F NGINEE �ANS AY � �7, ECIF ATIONS, THE CLrR €NT COUNTY OF S AN DIEGO ..R.iNG DEPARTMENT 3 r" CONTR46• R A %UST 1�: ,,,PE APE" "•:TUC. F RO " L.C.6..' . INSPECT• ;1; PRIOR ® �', Fr r r D; .^ THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE R � J TANDA.. J SPECI F i C.9 T IONS ' Uh D SPE AL PROV 1 S IONS FOR THE IMPROVEMENT EMENT OF SUBI V 1 SI QN 3. APPROVAL O SA , NG OVER V SEWER 'Is. ��--- • �tPG "?fir STREETS 4ND THE .SAN DIEGO AREA REGIONA! Sr`ANDARO DRAWINGS. OF ANY CONSTRUCTION OUTSIDE THEPROiECT BOUND' -'1RY "( �' 4 JRAhL C,: )1 THL TA HERE';;) ARE HEk- IIADE r ': 7 OF '+ 'PECI- �� J 4 ALL UNDERGROUND I. PV) THIN THE STREET ti!GHTOF -W:4V SHALL BE LpTfONS - � -? s.'�". *!NDICliTES WORK 'O BE DONE IN ACi;'JRDANCE WITH STANDARD DRAWIN'is8. CJNSTRUCIED, CONNECTED ANu TESTED PRIOR TO C MSTRUCTION Of BfR.4, c T ,, E A r G r- � r Y� z% CURB. CROSS GUTTER AND PAVING 5 4tVISI ,'S ANA L P' `?ADS TO E E PLAIT ti! TNOUI C IFPRO THE �' r•,, >GIIi / :R. s�`` \'i i M P R O V E E N T STD DWG . S Y M 8 L' 5. THE EXIS741VCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 'r' T �� 1 1 11 3 , J� 1 \ r'' p 4 L 6 f?,'0IAL " PL, DOES CONSTII Tt AREPR __ 141T10N' \PA OF 1 �' S '` )Ht` GRDi'N'G Of STREET (SEE TYPICAL SECTION) - - - - - - - - - - - - - - - T f!i!TTT SHOWN O / THESE P:..4NS WERE OBTAINED BY A SEARCH OF 7 i E AVAILABLE j T Th'c : -iC 'i' CY THE LO Cf: OF, ;' H EXTSTrN ^% OR 'N- EXIST- C '� /, Q RECORDS 70 THE BEST OF OUR KNOWLEDGE, THERE ARE NO O:•':'-QR EXISTi:'VG v y v TR r TH . r _ ° NCE �F =.J, - ,NiIfRGP U,JD T , , P IP E n llCTI`R.. , ;`l , H. N , E LI h, l T:� 1v G ( �, ' I THE PR PARNTION Or SUBGRADE AND PAVING OF FACILITIES EXCEPT AS SHOWN JN THESE PLANS HOWE' ✓ER, THE CONF.RAC OR IS REOUfREO TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY THIS .IOJFC \, BU (AN I STREETS (SEE TYPICAL SECTION AND NOTES) - - - - - - - - - - - - - - - - - EXISTING A' ( r, LS 1 YI "'AIMS SHAL' 'r TE,T c 11 CK COI, R('G/,ON IF.Ait 'IHER CIAL- `'`�` FACIiJTY SHOWN HEREON AND ANY OTHER WHICH !S NOT Of J �.I U CONTRACTOR AJ JlEiil(ILU 'N t. G.f4,E. �E vvih SEL�IFIGATIO16. � C RECORD OR NOT SHOWN ON THESE PLANS. aj �E� WHEELCHAIR RAMP $QG.- Ipl e' • �• .. 8. SHALL NOTIFY 48HOURS IN ADVANCE OF BEGINNING L.C.W.D. - - WORK °. M - - 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO.BE MET BY WORK TO BE Tunr CO` DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO M r INSPECTION CAN RE. PROVIDED. CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY' 9. ALL ? °SINS AND LATERALS SHALL BE COf'STRUCTED I ITH A 48 INCH !?l N1 "''?' 6 EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES COVER. ALL LATERALS SHAL: BE CONS'RUCTEO CLEAR OF DPiVEWAYS. i a A THE CONSTRUCTION OF TYPE "G° CURB AND GUTTER - - G - - - - - - - - - - SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS ` 0. a' ti J r ( CAL TRANS 0. ALL 7S SHALL BE SERVED BY 4 INCh V.C.F. C:, ERALS SF' T A I!Ni' %UM W TRAFFIC S1CN$___________ -____ RI, R7,R7A,R/0 IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING GRAD. OF 2.0 M! "'! DROP ! -F 0.3 F 7, AND AN IN VERT CEPTH OF "p2GP FACILITIES c �iifMUP" fTI ` Bf.LOW T� OF CURB tT PROFER'i LINE, UIJt.FSS CT.hERI ;!SE r J f �, M `� Ig-r - �� THE CONSTRUCTION iiF STREET SURVEY MONUMENTS _�_ _ M -10 _ - - _ - _ 7 THE' CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS is ELECTRIC COMPANY PRIOR TO .STARTING WORK NEAR COMPANY fAC'I,LITIES AN'D SHALL 11, t, iARD SPE,!fICATICN CIF L.G. ";._' - FOR Ei:::R CONSIT7iCTtON APF s:VAIL -. AJC J1 L .,k v� ``k_w;gv '-�" !St CONSTnUCTION OF CROSS GUTTER - - - _ - - _ - G -12 - - - - _ - - COORDINATE q 1SWORK WITH COMPANY REPRESENTATIVES A5" t AT THE "iTRICT - ICE. NOTICE ALL EL£CTP.I ±,AL AND GAS S ERVICES WITH THIS PROJECT AR 1 2. �UN`CRE)I ;ESTIN'L "._�IU ;RED E( THE DISfRit;T WEL1 8. AT THE ,rF.rEN'SE i 0 N T'.l \ �� __ -_ -_ - UDERGROUND INSTALLATIONS FOR LOCATION OF El ECTRICA: I - , �L �� THE CONSTRUCTION OF TEMPORAKY A.C. BERM G- 5 CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN" TH CONT ?L,;OR• -RE - - -- DIEGO GAS B : "L ECTRIC -OMPANY 13 "I XI NC C'` CONCRE r ;'ILL NOT Bt 4LLO1 I 'H ,` MN' WITHOUT .,E PERM ON OF 1 �� c /'� 4 a'��w ' THE INS . ALLAT ION OF STREE f NAME S I GN - - - - - - DS -13 - - - - - TELEPHONE 235 -6323 UISTR _ _ _ T4. 41L PIPES MALL HAVE -INCH MINIMUM CRUSHED ROCK SENDING, SH,r4 ON M�N�� 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR (�, 0 ANDARD GFI "•vi NG S It TO STARTING WORK NEAR COMPANY FACII ITIESAND SHALL COORDINATE HiS WORK WITH COMPANY REPRESEN 15. 1NSPECTOP , /TALL HE •�R,YISHfC ' +REE S,.TS IF (:UT SHEETS, ° ;�� 2 THE INSTALLATION OF STREET LIGHT _ _ _ _ _ _ _ _ E -1; E -2 NOTICE ALL 'TELEPHONE SERVICES WITHIN THIS P•40JECT BOUNDARY ARE I A� 16, ;HERE TREr;,7ES ARE i, IHIN EAS 'FN1;;, SOILS REPORT) SHALL BE VB,^'I7TED �T R� ; � UNDERGROUND INSTALLATIONS FOR Locanory of CABLES AND C THE EA'.!- V'EE,R OF ! °RK AND THC D;LTRIC' ENGINEER 5Y A QUAL.TrED SOIL_j, � -�, �!- � `, THE CONSTRUCTIfiI1 OF P.C.C. DRIVEWAY _ _ _ _ _ _ _ G -I4.1, G -15, G -16 _ APPURTENANCES CONTACT THE PACIFIC TEL PHONECOMPANY ENGINcER ":H!CH TELEPHONE 2980595 CERTrr!TS THAT GLN ;:H `lie itiAS !UrIFACTFL ?SJIRt�Tt! .� THE CONSTRUCTION OF RCP AND ACP STORM DRAIN _ D -60, D -61 - _ - - - - -- �Y �'',L c 'LS ENGINELrs 'II (,(,RuAFui: 'll/!' ON -SITE E ° +I?TN,:' ^I( /r?K SPEC FI�A- �- --` -�Ep11 '� ',- �'.-+t � _ _ — 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE �'h'S ANF III T fCT SPT IFI�'ATIONt, — THE CONSTRUCTION OF TYPE "B" CURB INLET - - - _ D� -2.1 _ p� UTILITY AGENCIES, ADV THEM OF THE PROPOSED AbIPROVEMEIlTS, AIvO i I P, LATERAL 5'LE IS ON' SHEET NC'. KEY - - - - - - - BEAR I HE COST OF RELOCATIONS IF NEEDED is. THE „N'TRACOR �,NALL CON oPikl TO LAt?tR CODE 5 ' T ION 820' BY SUP'H T'TNG ' ` MA P A DETAILED PLII SHOVONC T+E DESIGN OF SHOR!h'4, BRAC'NC. SLOPiNC :h' SCALE. I" 200 07HE,= PROVISIC'I> TO BE NADE FOR 'hOIIKER PPOTF"'ION FROM THE HAZASr OF CA4'f',1G GROUND I'',IRING 7HE EXCAVATION OF SUCH TRENCH OR iTRENCHES Gh DU'Rt?,G THE P, "_ INSTALLtf!ON THEPr:.'N'. THIS :'LAN MvST ST PREPAR "' FOR 11 POWER SOURCES AND RUNS SERVING STREE:' LIGHTS SHALL BE .SHOWN ON ALL iRENCHL� VE FEET ;' MORE IN DEPTH ANil PPROVFD "' THE Gd+PrF`, THE "AS- BUILT'"IMPROVE.MENTDRAWINGS ALL SOURCES SHALL Bi : OCATED poI)' TC EX ^.':' "'TION. !' THE PIAPr VARIES Fr,r THE „� ; =!'!G SYS, STAN- T`E CON ST� +f 0! LINED U1TCN - 9-75.I W'? IN THE LIED /CATEL RIGHTOF Ih'AY, OP WITH /N EASEMENTS Dr /LATE ;? DL' ESTAEL • "`'D BY r " CONSTn'U';i ION SAfET ORDER l'E PLhN TILL BE TO %HECOUNTYOFSAND/EGO. PAI OARED BY FE r': �? S ' r GISTS, CIVIC . TRUCLJR,L ENGIN_F_' 7 THE �.7RAC- TIrE CONSTRICTION :T UNLINED DITCH AS SHOWN ON - T/, EXPENSi. "CANS (S'E DETAIL) - - - - - - - - - - - - - - 12. NEITHER THE OWNER NOR THEENGINEEPvF WORK WILLENFOR':'f 5AFErY - - - - - - - - - "--!`- MEASURES OR REGULA IONS- THE CONTACTOR SHALL DESIGN, COv- 'HE CONSTPUCTION' OF SEWER MAIM -a- - - - - - - - - S -4 - - - _ _ - _ ..�,,,� D STPUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8E SOLELY RESPONSIBLC FOR CONFORMING TO ALL LOCAL, STATE _ _ _ 60' -_ - - -� Y 1 CONSTHUC110N Of SEWER MANHOLE - - - - - - - - - S -17 - AND FEDERAL SAFETt AND HEALTH STANDARDS, LAWS AND REGULATIONS. �— <- fn 13. THE CONTRACTOR SHALL CONF(i,RM 70 LABOR CODE SECTION 6:22 BY SOB_ IO -- 20 - `'�'�� PO' ;, /O THE CONS; RUCT I N OF4q� SEWER LATERAL - - - - - - - - S -13, S -14 MITTING 4 DETAILED PLAN TO THE COUNTYENGI'NEERSHOWINGTHEE'E- 5 -- 1 +'S D PAVEAl7. P£ S06104 - 2 "_ jSlJFEPER L EGEND MADE FOR ; CArING GRO' B£ I i PLAN SIGN OF SHORING, BRACING, SLOPING OR OTHER PROVI IONS TO 'WORKER PROTECTION FROM THE HAZARD OF TND SLOPE PER � ,i �e4_� _ DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING PLAN ` "/ A � \AID SIDEWAt.K SU$DI(/ /S /OA/ BOUNOHRY ��.. —� THE CONSTRUCTION OF A.C. WATER MAIN - - - - - - - - 11, 14, 16, 17 THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED 5'STRIPBAC/(OFWALK- -i 1 ) FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY CONTAINS ELECTRIC GAS 6 "`TYPE "G' THE CONSTRUCTION Of GATE VALVE- BUTTERFLY VALVE _ _ _ _ - - - - - THE COUNTY ENGINEER PRIOR TO EXCAVATION. IF THE PLAN VARIES TELEPHONE, CABLE�T.V t`TC., CURB (TYP) SEWER MA /N — — - - 10 �......�.�_.. FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THECON o1vEITHERS /DE AS NECESSARY VANy/JI� -- --o- -- THE CONSTRUCTION OF FIRE HYDRANT _ _ _ _ _ _ _ _ _ 6 7 TION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED I' Y ?I CIVfL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. TYPIC S E L "T ON WifTER MAIN -- -- * THE CONSTRUCTION OF SERVICE TAP - - - - - - - - - - 1 -48 - - - - - - - 14. WHERE TRENCHES ARE WITHIN EASEMENTS ADJACENT iOFUTURE BUILD- - �- STORA7t7RA/Al �__ * 7HE CONSTRUi;TION OF BLOWOFF ASSEMBLY - - - - - y, 9A - - - - _ INC S1 TES, SOILS REPORTS SHALL BE SUBMITTED 70 THE ENGINEER VI M O NTO f_r' O D RIVE OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCHd INLET, cLEA/UOUr ORBRS/AI =_ BACKFILL WAS COMPACTED AS DIRECTED o''Y THE OILS fNGIUfER IN T as ACCORDANCE WITH THE ON -SITE EARTHWOPk" SPECIT CATIONS. F /RE V'tYDRANt ;k N* SHALL BE IN AC; ORDANCE WITH STRE.t:' LIGHT 15. SITE GRAD i =e Ay R�i'V �� ' �, SHEET NUAlBE,E 16. Nti PAY l N6 SHALL BF DONE UNT i L EX I S ' ! NG POW - 4 POLES . , .RE RELi _ CATED OUTSIDE THE AREAS TO BE PAVED. ST RF T NAME ,7/6N 17. NTRACTOR, AGREES 'NAT HE SHALL A LIME SO'.' ` AND Gn ^''LETS 11 71 _ 53 ! RESPONSIBILITY f� JOB Si �TF CONDITIONS D09,NG THE ';vURSE U � SAYV °�LlTfXlST/ 'S AND 'ONSTRUCi'ON OF `HIS PROJECT, INCLJDING' SAFETY , Of ALL 5' 9 ESSARY N�/ZEhBkiCK rERSONS ":h`D PROPERTY, AND THAT LH! REQU1n' =MEN7 SH. "LL APPL` ;-�--^-"` OVEk.'LAY'AS11E£; 2P.C.G ";S AGREE'- THAT Ft CONGve/ONS MAY I•' aEREBYAGREETOCOMMENCEWORKONANYIMP 'ROVEMENTS CONTINUOUSLY AND NOT BE L I MI TED TO NORMAL WORKING :'OURS; I I A S"Y?OOTH TRANSITION fATrE + IMPtK1.NT �+ GD /HE C ANC'EB70 .HEST PLAYS. F SHOWN ON THESE PLANSW /THIN /ST /IIhG L°OUNTY RIGHT OF AN'D THAT THE CONTRACTOR •STALL DEFEND IND "MNIFY AND "OLD 15 t' ( p y , FCIRTHEI AvREETNAT.HE!_'.,ECTORC WAY WITHIN 60 DA YS AFTERISS LA NCEOfTHECONSTRUCTION THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL £ABILITY �� } -� - / '' ?UBL,c a10rKS AMAVN4A'6 CH CHANGES PERMIT AND TO PURSUE SUCH WORK ACTrvEtY QN EVERY - 3 (G-6) CURB 1 ' REAL OR ALLEGED IN CONNECTION WITH THE PE'FORMANCr OF WORE; I i � ( 11IP£I*fDVE EX /5? 9' y J ©� � �i � ALTERAT/ONJ OHAOGI'TIONS TO 7h ESE F'LA.M'S NOAMAj WORKING DAY UNTIL COMPLETED, IRRESPECTIVE ON THIS P.RO `ELT `Y,CE,°TtNG LIABfL'TY ARISING FROM !HE SOLE I i I• L' EEP/l1 �'? EC` %4'HICHTHE:0h4ECTOR :9ETERM/N:ES'OBE AND INDEPENDENT OF ANY OTHER WO ASSqCIAT£D WITH PROd /' "� (,'ESSARV AND GE8 1,6,494E FOR• THE PP,OPf8 THIS PROJECTOR UNDER MY CONTROL ' NEGLIGE,YCE OF THE OWNER GR ENGINEER. C o \ ! I SITE Q , V I �� I I /� i�✓ �- I CG�fPZET OF* THE rMPROI/EMENT3. PROIIIL16 , ` ' I of RESPONSIBI E TO INS) I NAT ALT- SLOPr_5 ® --- """r - " ° -- -- �.. =Z �Ra -,1rv.Yjsiq NU:YzbE,9�SUCH 9'.4N6FS,fi'_TER IONS, OR OWNER A/Fi1l D- PAC /F /C A THE NTRA ':� SHALL _ R " n:. A . - n ay U7r , 'ANCE 4 PC. - ; °+ '•F, fIA�4lEy - - CF A0D /7/ NS SHALL NOT ErCcEO 10 FFfiL"ENT(1G%:) SIRE TS :'_!TlF_•S, :ND S.0'P. DRAIN Rf o "UfCi !N `'"' - �A WITH THESE PLANS, THERE !:; ANY Q;" ST ION RtGARD THESE S/OE3VALx - = XIST. A• .. PT'MT. .; �qp'� THE EM /NAL ESQ /MATEc .CAST E ADDRESS 1.�5�„,� A6.fWF_a& -_ &Va 1:lIT� 2l Tt � A PLAN'S OR FIELD STAKE.;. TNf NTRACTCP SHAH AEQUES AN IN- FNGI�ITAS 5LVLa CON (�T�T/I�rSI(RET✓ COMP N N TU.$T//j/ L'd. 8Q l /AO 7. J-IJ REiATJI ;' BEFORE ^DING ANY WORK B`' CALLINC THE ENT:' ?BEER TE I` -� _ > 9I -070, . THE �v'dTRACTOR F F' rI / v ". � 1 ASSESSORS PARCEL ��" /� _._.�"!. �G'i OF r;S.RK AT SHALL ALOO TAKE iFCESSAn. (o " TYIn "Li AVE AC:JRD/NG �0 COL!:r 1e ---- STL! S TO PR TECT THE PROJECT AND ARIA ENT PROPERTY F !iM ANY CURB f DOTTER A:NG/NEER REQU!.�'L.MENTS�� ) ERCSiON AND SILTATI:i"v THAT EtSULT rV_'M HIS OPERATION:: BY 4" ASPRAI_T COMA' ti'ETE Ore-9 - r � RICK ENGINEERING COMPANY ��" � APPROPRIATE ,MEANS (SAN BAG'S- HAY BALES, TEMPORARY DE:;ILTING E Tyr M7 6.'ALL STKEET LI7�S m CLA59 2 4166 '6&ATC ".'SE � PLANNERS - CIVIL ENGINEERS • LAND SUlRIIEYOR5 41 B / N S D r k E S , S HORING , ETC . ; U N T F S UCH :: THAT „ T 1 w" 5620 FRIARS ROAD. SAN GKOO, CALWORW sa' 10.3E 04 D'ty ps1 -0707 yy JEC`( C'OMPLFT ADD s )'EPTED )R MAINTrNA.NCE E VIHATFr I 4L0/vt!�t!`LCAI4"tJORfA(•. 'CALTRA. "1S) 06'tr' 9 NA Ont'ER, AGI ?�,Y OR A.`COCIAT!f1I IS TO BE JLTIt?I''ELY Rl' ± S/�iSi .AC /8Li <- 'A77s _jL COAT! °'!!:`TED '`/ w rCP MAINTENANCE. SOL�/CiA MAt /-, UTpFF IXP8 95% AWE Ar /VE 1?MPACT!0N /+ �/ MA i . COOP• ::. INDE 322- 16 ,E9_ P.PIVAT CONTR V<�fr s�_ tr jT � '"� ,+* yTf'I P f -'_' >v R ICI! i T � __. SHEE r' E s QOBMTV OP SAM 7 19 l_(. SANDS! 4STlNG SH ; : Bc DGA dY THE Ci'v'RACTOR L STRIPi`iS ANDRPk. n 89ft"T OF I:9181/C MCRKS �+r ' , "4 C IiP 1 I E iS Lb ne p WORK SHAD_ BE DONE N'! COUNTY F ^frCES. I TYr"s `'7GCTION NB $�� Ri:: tlE PERMIT NO._,_ N.A. 20. ,Vo ssc.6 sago_ 4W .4rJcow� . : rA•,tE c _w:. IrY .eiv::rr of me ,ct +`• _ - } EL c.AM /NO REAL ¢¢ PLANS FOR THE IMPROVEMENT OF: O�cwc* E:: cAH °MV 4 A.vc 01,41 Movroeo. SPECIAL USE PERMIT NO PC7 r -08/ "j NO 5e A LE -- WESTERLY SIDE EL CAM A a - CRaDtNG PE OMIT N _._ L- G tr` - 87 OL N F=LOOD �_C! DIST F;ICT SEVIJER AGENC — � , VATER A GEN CY COUN 1 A .FMD sC�VI -C) CHANGE R - � BE NCH rna1�K _ EIVC /N /TAS' � 322 -i�a9 _ _ sale DI .J MASS COUN il' MAN V1Loo DI REC T TO clsTROCT LEUCADIA C11tWTYWATER ©1ST. CLIVEt�lFAINMUNICIPAL WATER DISTRICT— " °'---- - ° "� ---- °` " "` ° -; I ' "e n -0P 89,4 -55 A'&4. ,Wovi1MF4VT N.�,� R.J. MASS RECR ^ r u[SGRiPUpY I _ - WATER WORKS APPROVAL VOID SNyET S,b,7,8E9 ' REI/SEO SNGET,AXlI/�P5 _ r `e Approved t1 BOYLE ENGINEERING CORPORATION Ir"51V 1111.0 !e/ VtSlOMF1►wNEER 4 , A pp y ✓✓ /Tg /P,r LOCATION INTERSECT /ON OF E NC/.N/ TAS dLVO ANQ Arl }RovEOar APPROVED BY _ mots Consulting Engineer Q REV /SEQ 6 G- / "CuRBTO EL C /NO REAL ,,, , �� / 8 W -3 "CURB RECORDiRDM 0041AITY OF 5M( DIEGO DOTE: DATE: �r _ °L� -s _SD .39Q� ELEVATION _ 2C DATUM A.S.L. J Ir. 't. {F /S A . 15 DATE JOB NUMBER FILE . Uy- CONSTRUCTIONCHANGIE.T { y GENERAL NOTES: L.C.W.D. SEWER NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER DIS- TRANSPORTA TION FOR ANY WORK WITHIN THE STREET RIGHT OF "WAY. TRICT (L.C.W.D.) STANDARD SPECIFICATION. N 0 R K T O B E D 0 N E ? THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SANI DIEGO 2• THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY A l THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. CONSTRUCTION. \)J1 PLANS AND SPECIFICATIONS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT 3�F 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 3• T B O T HE CONTRACTOR O S ACTOR SECUR APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR AC -` NO �r1 UJ STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY '(K y STREETS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECI- 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE FICATIONS. O Jry �� *INDICATES WORK TO BE DONE IN ACCORDANCE WITH STANDARD DRAWING6. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, AEG } 1 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE D 1 CURB, CROSS GUTTER AND PAVING Sp.N r L.C.W.D. ENGINEER: OF 1)\J I M P R 0 V E M .E N T. S STD D W G S1 M B 0 L' 5. THE EX /STANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES �(� J�/1 \ (,)j MH? SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 6. APPROVAL OF THIS PLAN BY L.C.W.D. . DOES NOT CONS TUTS A REPRESENTATION COON �� 1� $11E THE GRADING OF STREET (SEE TYPICAL SECTION) - - - - - - - - - - - - - - - RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING ENCE TY OR S TRUCTURE E WI TH�N THE LIMITS M A p PIPE FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THECONTRACTOR OF THIS PROJECT. U ILDIN THE PREPARATION OF SUBGRADE AND PAVING OF IS REOUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY B 1 STREETS (SEE TYPICAL SECTION AND NOTES) - - - - - - - - - - - - - - - - - EXIST/NG FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 7• ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OFALLOTHER HOURS IN ADVANCE OFBEGINNING WORK 48 -HOURS CONTRACTOR SHALL NOTIFY L.C.W.D. - L 1 RECORD OR NOT SHOWN ON THESE PLANS. UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. RCIA �, M ME �,� WHEELCHAIR RAMP _ -- -- _ _ _ _ _ _ _ _ SDG'- 101 6. _ _ _ LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 8 . C •. DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO SO THAT INSPECTION CAN BE PROVIDED. EK \ CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINIMUM rO THE CONSTRUCTION OF TYPE "G" CURB AND GUTTER - - G -2 - EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. A 7 1 - - - - - - - SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS 10. ALL LOTS SHALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINIMUM � �+ / � l � f TRAFFIC SIGNS__________ ! CAL 1 IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING GRADE OF 2.07, WITH A MINIMUM DROP OF 0.3 FEET AND AN INVERT DEPTH OF 9 „RG•P - - - - -- R1, R7,R7A,R10- (TRAF MA NUAL)� FACILITIES. 6 MINIMUM FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE r 11 �, �' M �� T% THE CONSTRUCTION OF STREET SURVEY MONUMENTS _•_ _ M -10 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY APPROVED BY L.C.W.D. 1 -�A •O PRIOR TO STARTING WORK NEAR COMPANY FAC AND SHALL 11. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAIL -, yC1Jy y fx , acs / THE CONSTRUCTION Of CROSS GUTTER - - _ _ _ _ _ _ G -12 _ _ _ _ _ _ _ o. ".•a " COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. ABLE AT THE DISTRICT OFFICE. ILITIES J 7 1 A NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ,✓� r \I� I e iii �� /,.• 12 ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE r 1 "UNDERGROUND INSTALLATIONS FOR LOCATION OF ELECTRICAL L THE CONSTRUCTION OF TEMPORARY A.C. BERM - - - - -_ _ -- _ G -5 - - - - - - - - - -- CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN OF THE CONTRACTOR. M HO (tE •mom DIEGO GAS& ELECTRIC COMPANY. 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF TELEPHONE 235 -6323 THE DISTRICT. of �•' ,w THE INSTALLATION OF STREET NAME SIGN - - - - - - DS -13 - - - - - - - - 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 14. ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON J e4/ �OpMINU G TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS L.C.W.D. STANDARD DRAWING S -12. / L. 5 WORK WITH COMPANY REPRESENTATIVES. 15. INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS, 'E 2 THE INSTALLATION OF STREET LIGHT _ _ _ _ _ _ _ _ E -1' E -2 _ NOTICE: ALL 'TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 16, WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED 24 "R'� "UNDERGROUND INSTALLATIONS" FOR LOCATION•OF CABLES AND TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS ' THE CONSTRUCTION OF P.C.C. DRIVEWAY _ _ _ _ G- 14.1, G -15, C -16 APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. ENGINEER WHICH CERTIFIES THAT TRENCH BACKFI LL WAS COMPACTED AS DI RECTED TELEPHONE: 2980595. BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICA- / kSR �ErA� -�\-► THE CONSTRUCTION OF RCP AND ACP STORM DRAIN _ _ _ D -60 D -61 _ _ _ _ _ 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE TIONS AND DISTRICT SPECIFICATIONS. SYS� v2 UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND 17. SEWER LATERAL TABLE IS ON SHEET NO. THE CONSTRUCTION OF TYPE "8" CURB INLET _ _ _ _ _ D -2.1 _ _ _ _ _ - _ _ .� BEAR THE COST OF RELOCATIONS, IF NEEDED KEY MAP 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR SCALE. 1 =200 OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE-HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR 11, POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER THE 'AS-BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STAN- THE CONSTRUCTION OF LINED DITCH - - _ _ - - D -75.1 _ WITHIN THE DEDICATED RIGHT- OFWAY, OR WITHIN EASEMENTS DEDICATED DARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE - - - - - - - TO THE COUNTY OF SAN DIEGO. PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRAC- THE CONSTRUCTION OF UNLINED DITCH AS SHOWN ON 12. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY TOR'S EXPENSE. PLANS (SEE DETAIL) - - - - - - - MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CON- THE CONSTRUCTION OF SEWER MAIN -.- - - - - - _ _ _ S -4 _ _ _ STRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND q/ - - - - ""�"•�^� SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,-STATE 1 w 60 R aw THE CONSTRUCTION OF SEWER MANHOLE - - - - - - - - - S -17 AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 13. THE CONTRCC /0 20� THE CONSTRUCTIN OF4 6 SEWER LATERAL - - - - - - - - S -13, S -14 - - - - - t- TOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUB - MI TT I NG A DETAILED PLAN TO THE COUNTY ENGINEER SHOWING THE DE- 5 5 2 j SLOPE PER SIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE I 2 % PAVE•llM P£ S.DG PLAN MADE FOR WORKER PROTECTION FROM THE HAZARD SLOPE PER OF CAVING NG GROUND LEGEND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING PLAN 4'PCCSIDEWALK THE CONSTRUCTION OF A.C. WATER MAIN - - - _ _ _ ;[1, 14, 16, 17 THE PIPE INSTALLATION THEREIN . THIS PLAN MUST BE PREPARED S STR /P BACK OF WALK (1'YP) SUBD /V /S /OA/ BOUNORRY - - - FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY CONTAINS ELECTRIC G45 6"TYPE "G" THE COUNTY ENGINEER PRIOR TO EXCAVATION. IF THE PLAN VARIES TEL EPHONc, CABLE'T.V. kTC, CURB (TYP) SEWER MA /N - -- * THE CONSTRUCTION OF GATE VALVE - BUTTERFLY VALVE - - 10 - - - - - - - - - FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUC- ON EITHER SIDE AS NECESSARY NANf/0LE - •-�- * THE CONSTRUCTION OF FIRE HYDRANT NON SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED (TYP) - - - - _ _ _ _ _ 6, 7 CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. TYPICAL SECT /ON WNAER MAIN - -- * THE CONSTRUCTION OF SERVICE TAP - - - - - - - - - - 1 -48 - - - - - - - 14. WHERE TRENCHES ARE WITHIN EASEMENTS ADJACENT TO FUTURE BUILD- STORM ORA /N - -- * THE CONSTRUCTION OF BLOWOFf ASSEMBLY - - - - - - - g, 9A - - - - - - - - �._...� ING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER VIA MONTORO DRIVE INZ,7 ,CLEA 1 0117 MMSIN OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH /YO SCALE BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN F /RE HYDRANT pea ACCORDANCE WITH THE ON -SITE EARTHWORK SPECIFICATIONS. 15. SITE GRADING SHALL BE IN ACCORDANCE WITH STREET LIGHT SHL£T NUMBER 16. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELO- STREET NAME S/GN A w CATED OUTSIDE THE AREAS TO BE PAVED. 17. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 7' 53' 53' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF N6 AM CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL �`� 5� OVERLAY A5 SAWCl/T EX /ST / TI MSSARYFOR 2" P.C�lYIRE7�BR/CK /T /S AGREED THAT FIELD C0ND 1T 10)V$ MAY / HEREBYAGREETO COMMENCE WORK ONANYIMPROVEMENTS PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; A5M00MTRANS /T(ON PA 77rPN/MPM/NT REOMNECHANGESTO711ESE SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT OF IN FURTHER AOREE THAT THE DIRECTOR OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD L5 40 Si9/V09i95'E PUBLIC WORKS MAYMq/lESUCH CNANGE9 PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 's " REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK REMOVE EX /9T. 9 9 ' �+ ALTERA71ONS,ORADD /T /ONSTO THESE PLAN$ NORMA( WORKING DAY UNTIL COMPLETED, IRRESPECTIVE' ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE A. 0. SEAM AWECT' /I'/IICN THE DIRECTOR DETERMINES TO BE AND INDEPENDENT OF ANY OTHER WOE( AMICIATED WITH NEGLIGENCE OF THE OWNER OR ENGINEER. p d /TE NECESSARY ANO DESIRABLE FOR THE PROPER THIS PROJECTOR UNDER MYCONTROL..y ! ll _ Uf? COMPLETION OF THE /MPROl . PROI/ /OED, 7 C3��1 /YI 18. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, ". - -- `'- -- .:0 7NY/sg NOWEl7ER,611M CNANGES,44rERAT /ONE, OR OWNER ARN000- PAC /F/C PROPERT! I:, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE 4 ° P•C.C. T,� ADDITIONS SHALL Nor EXCEE0.10 ENTL10iYf EX /ST. A.C. PVMT, � - a "r nt • i,�,r CK THE OR /6 /NAL EST /MATED CO THE ADDRESS / W al AOP WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE SIDEWALK F"x'�`IS' ri.;. „ir. u 17AD PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN IN- r�, FNCI �ITA5 LVO IMPR Y j EN TH SIT 0 COMa IVY EN TZAMN, ef. M680 PN• (71 7.30-1571" , TERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER „ „ „ ASSESSORS PARCEL 259- /P -2o �> OF WORK AT 291 -0707. THE CONTRACTOR SHALL ALSO TAKE NECESSARY 6 TYPE G PAVE ACCORDING TO COUNTY _ 7e STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY CURB GUTTER ENGINEER REQU /REMENT5Ot "'� �~4'` w Z EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY 4" ASPHALT CONCRETE OVER � ` M1 ` "` /`5): RICK ENGINEERING COMPANY _ APPROPRIATE MEANS (SAN BAGS HAY BALES TEMPORARY DESILTING a = "T4CJCAT /i7OF BASINS DIKES, SHORING ETC.) UNTIL SUCH TIME THAT THE /1/OTE.ALL STREETL /TES 6 "CLASS 2 AGGREGATE BASE CS," PLANNERS CIVIL ENGINEERS •LAND SURVEYORS. PROJECfi IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER ALOAO eLCAM /NORG' 4. (441TA'AN5) OVER 9" NAT1VE MXFRunsnOAO. SAN DIEW .CALIFOeraASaio•TCUtMWK(734)M1 FM7 �y OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE "LL & 180 /'VAT75 LOP! SUBGRADE MMPACTEO TO 0 lU FOR MAINTENANCE. 90aUMAVN- CUTGIwFTYPI1� 95% RELATIVE COMPACT /ON CALIF. COORD. INDEX: 322 -1689 PRIVATE CONTRACT 34 �tu'�`• VICIN/>TY MAP PERMITS _19 ALL SANDBLASTING SHALL BE DONE BY THE CONTRACTOR. ALL STRIPING AND RPM. COUNTY OF SAN A 04 i TYP /CA 1 SECTION NO SCA�►E L �6MNTN6NT OF PY04 /O WOOK W WORK SHALL BE DONE BY COUNTY FORCES. REZONE PERMIT NO NA• 1. ZO. A6 7r6 oac BL' A440WAW /.V r� CCr AlrY AE14 r of way EL CAMINO REAL - PLANS FOR THE .IMPROVEMENT OF.' NO SCALE SPECIAL USE PERMIT NO. p`>t"08/ WESTERL''Y SIDE EL CAMINO IAL a GRADING PERMIT NO. L --0487 ' {Y N FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK CALIF. C OORD. ENCINITAS III' 322 -[689 SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCAD /A COUNTY WATER Dl5T. OLIVENHAIN MUNICIPAL WATER DISTRICT N o D 'u"P"°" A °P`°"' D "` TOP TOP BRASS WELL MONUMENT N«o•�,.wd ,,,.°w A,,.wed R.J. MASSMAN ,. 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G g - :..T.�• .�_ __ __ _ S_ ___ �� S_ —_S___ __ —___ i =___ • __I % =1��- S s: =ms ____SY��!•�I:�•- -ilk•• _�- ___ _�_ L JSS_ __ -__ _SS_S___S_S___S__S__� _�__ __ �• ms S me ss ssi sS S S _� n a _ ; __ =__ _ss_= :.:.•'•_�_�__s_s__ __ — __ = _=�s_s =ss===MM__ MM _ s s � = _ M . _- _ sa_ T SSesssx = s_ =sue__ ss —_ _ semis:_ za_=_ _ _ __s_.•_a��om_m_m_sE s mm =_ M _ s_a�_s= s_�gs= =� = MMM M .MMM SEEM MOM = ________° EMMMIMM �ss� - �s. -,��:� __ — = s__ _� s = = � = == =__ == = gems == '��_"��•= $M = ms s S — = - s ��_ - s =mamemSmSmeoo 1sS� ;��•�� Y~_ N )•DFC _N s -- - = = -M_-I: s o - -- - - == _E_�M SSS _� _ ��_� _ = _ MM mo _..,' '�- � - ��'_ '�� m:= S �� = � SS S�s • �i � � s. �s.:. s �2�s:r� � � ��a3i • �:s • �i�� s�ss - �w • s �• �s � N E ME EMEMEMOMOM Raw- - -- — — -- -- — -- — - - -- — :� = _M M �,�_ �- __ °__ =: =mss �� = s��_:= - - - - - -- — — -- — — - - _ _ =_ _= _= =_� —_ = = s = = — _ — _ _ _ _ _ :� _ _ = a s MMM: z�si _= _= gm _ — s s ss =� — _ _ ��= — � =__se. s� - s_s_= s____s�__ s__s�_�s s_ s_ =_ ss _ _ _ s _ —_ — s_= sue_ 9 LVW _ I � Y• _ � w___ i i .} __ _ __ _ _ _ _ i ___. MEE oos___ s mar — ems o= e� :i•— e� re::m: ss =s^ ss•S== ocros =�— _M_ s_': ME s = S S =s s B s� _:�_� s -`;: TE S = =_ =� Y�� — _ S _::: :C= :� SSS =SS: ME m .. s — _ = ms s i_ = =Ss = �_ — S xs _ :.. s S —= sS= SSS = :::35 mMmMMM E MEMMO S = — --- - - - - =— — - -- — — -- - - - - -: MEMO MMEME S s S _ mm s _� - -N- _ __ ----= -- - - - - - -• -- - -__= �s =__ ___________________ _ — s sass —_ os == = = = =_as s — __ =s== os:�:�s= ______� = = =:e;= _ _ s =S ------ _— __ - - -- — ---- - - - - -- -- - - -- -- mm �� o____ _ _ —— _ - - - - -- ME ___=- -_ - - -• __ =__=== _= _= --- mso sss = == — ___ ==O_ _ ___ ________==_=—_= __= = = =�ss === = =___ = == = =s: =s = =s— -- — — — --- - - - - -• s _o_-- _-- _---- - - - - -• ��1- s_ _ _= _ _ —__ _� — = a = = = = =� — _ —____ — — —s e _ -- s� s =-- _ - - - - -• ____�� _ _�__ __ = =_ =sss-- = = ---- = = °3� == = mss= _ �� e— =s = = — =� s= — s — -- —� —_ - - - - -• os�� =osss =�s =: mss= oss��= oos s �=— =�_� =_ s� a =__ _ B — — — _ s — -- — __ - - -• = =_ M —s3�e ____ = =sss s_ =s �5��SS os_s� �� S Z:�� _- _� �� m3meas_ _._� •T- �w.•�_ ��. � si M_ mop = = -_ _ __ a� =� _ __�_ = - - - „ - -- - - __ S —s M EMO - - -- s -- — .� s = -- - - - — —= s_== a=— w.=-___ �_5:;: - - __ _ _ -- �- _�.,w: _� :G��u_as � �1•__: �i:�i_ T_ �� _� i �_�� • ME SOME== MENEM - - � I ONION B ©� �� u � IMMENSE w, NONSENSE .n::.,..,; Q, 7 g..� ,. _.•aR H `”' m •.: .:.c.. ^.�w `� .. . �::. , >., cs :.. ire .. i .. � - .a >. r...v �. ..t. .S. 6.. v., :�' °'.., ^' •nA ¢�.x s ;. ;aA. .e„`.:r .: .. s.,x v..'ae �._. .. e.a •:. 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";� xa� '<.. 5._. i • _ _ _ n _ 'Apr I I AV I / / D m n I i 9 N/6 ° /54 -9 w /33.00" 8'TYPEB3 'CURB i /0 4= 3 °57 55" 70.00' /2.17" 11 N 26 ° 13 9/.46' - /2 Q= 3 °57 "55 "" 74.00' /2.87' 2 8 B3" 13 N 16 0 15'49 "A/ 1765 ' /80 r f r8 B3 !2 8" B - to �, II 8 B -3 L1 9 it 8 B -3 �, �i 8 B -3 I i2 � X FCC S /OE {YACX � ! - 8: 3'SE /MAXJ y,I �I �I —, � OEPgE55E0 CU43 �5' (� - o SECT /ON C -C TOTAL 346.00' C C 23- r r3 ° �rS O � r � 0 rF.SScD 6 "'GI "CURB TD 7rFE 5 Luce 7 MODIFIED PEDESTRIAN RAMP ©RfiY/JED 21WE'NALK SCALE 1P EpB577RJA N CONSTRUCTION CHANGE NoText _- -- 0101 _ - -___==== - s = = = - ____ =�_________ =� = =s �._= ___ = = _ � —_ —_ — _— _— _— __ _ — _-- _— _— _ —_ —_ -- 0101 _— _— _— _----- _ - - - -- _s-- = - -_ —_ 0101 _— _ —_ —_ -- _s_ =_— _ _ = m_as��- a___mfs =� _ -__:m s = s _ =_ _ =____ - - - -- — - -- -- - -- _ -_ - -- -_-_-_-_---_---_--_-_- __-- _-- _- _- _- ______- __ =_____ - 01 01 _____ -_ -_ _ - - - 0101 - - 0101 ________ - 01 01 __ a _ -_ - -� - 0101 - _-- _- _- _----- _ - - - -_ - 0101 -- 01 01 ___ -- _- -_ - -_- _ - -_- -- _ - - - _ _ 0101 _ i i —_ N S S S — _ � - 0101 01 ___________ 0101 0101 0101 $ 0101 _ _ 0101 01 01 _�_ —� 0101 :::: �___ m = = =S _ = s — � _ ___ = = = = =i =� =a =� == =___ _ _ 3 = _ _ • - 0101 i_s _ = i 0101____ —•__________i ___w_______w__ -_- 0101__ - 0101___- -i_ —w S __ Si_— •_S__i_________i______________ _i____________i_• -. — _ ________S__i _ __S 0101_ ____i_ _________— •___i_____ -�_ —i_ _i______i___ iS- -- -ills _:::.__T -0101_ ____i_____ ______i_i___i_____i_________- :. —ww __i_i__ii_— i__ i___=_ 0101_ S S _ _S___i___•_ _____i_— 0101— _w — - -- _______w__ _ -_= S sii_i____________i______— _ - 01 01 w =_-- _ =___i_w' ___________S___ S__i —_•— s= _—•_ ____ 0101 _i i _ ______ -_- M - ni M �MM �_ _- •i_______ -_- 0101 _ _ - ____w__ - - - - -_ S __ �.i— ________________________ SS MEM 0101 0101 _____ 0101 _ 0101 _•__ i_________=__S___ =a =_ =a __.-.� So= a 01 01 • — __________ 0101 ____________ 0101 '" 0101 0101 0101 0101 -0101 ____ 0101 -0101__ .V• y i x:f •��s • • — _ o o == :._- .S____ ___ __ _ -, � �___�:— ____� • _i= _ j - ��-___ •i f =-.`oi_ o i _ O _ _ 0101 •1I• S____a_ S_i� ____________ _____i__ -0101 =__iw: -0101 0101__— S__ =Sii —i___ _._�,• _________ ___________=i ____ii__________-Aa:— _w 0101_____ _i_____ii___ 0101 _ _ii____--_w___—___—_•_= i i__ 0101_ ==i______ii i____---- ___i— __ice•.: —i_ —_ —_ ____� = =_ —_ —_ S _S�• = __S 0101__ =_______ 0100 = = =z = = = =.- - �:s�r si_= -- ji_li� __ i __ - -= - - -- __i - -. 01 -m -- 01 =01_- i___ -__s - 0101 ____- = =s = =:� =_= a =� = == _ -Z_ _ - - - -1_ __�___:��— _�__ � .�. • -��.•• - � =-- _w_ _w_______— ___w - - - - -- _ xs = 0101 _ 0101_ __ ____ 0101 = S 0101 _____ - 0101 S� S =- :Y��t'S_ =:�x :_� 0101 0101 _______ -- — 0101 0101 ______________ __S -..._ - -- — -- ------ - - - - -- 0101 - - - -s— — = =s __�:�_� '..� : Y_=- 0101 =5::• - J__ :�i__i_ __ ________ ___SS- 0101 -_ - -_� - _ -�-_- - 0101 _ - - -__i 0101_ 0101 0101 _ _�•. ..�.�• _i i -1i - -_ ._ _ ___i__. _— _______- 0 0 01 - I�i • .... - xi = = �'� - �• �_ � SS _ 0101___ - 0101_ _ � =�::ai___i___ —i____ � � 0101 �� __ - - _-- 5 — = - - - -• —_- _ =NE =Ea_,.sQ./aAcMA = = =RIr.0 •f____ MM_IS__- - - - - --_ ss = - _ -- - - - - -- - _ 0101 - - -= _ _ -- _ -- ---------- - - - - -- -. 01.01.. -• - -_ _ --- - - - - -- -- -- ---------_----- _ ` _ _ �ls� �z =,_ =�_ =.::s ��_�_�_$— —_ 01 01 _— _— _— _— _— _— _— _— _— _- - - - -_— - 01 01 _ - - - =•- - - _ —_- 0101 _— _-- _---- _ - - - - -_ - 0101 S _`1.Y wl... J \ _.t \• __ S_ �S_ __ =__S_____ =i_-w. ._ •r.•.��:.r� %�1n �_ ____ ____ S� _ = S S S S S� S _�S__iS_---- •_— i - -_ —_- 0101 - -_- — - �•__ -,�., '�•-�.,:1 _i_. 0101 =•_____________ ____i_____i_____ -- 0101___ - 01 01 — __ =i_- �. =— _- -_ -_.. - I�•i.- ,.- �.�r_.� -_S ___S___ -0101 _— 0101_ _--_--•_—_--_--___---- _1.!-__ _ -- •.,_S M.. � • 0101 •w .__•.-T.rw 1. ., i ____i____ ______ 0101 Am 0101 0101 0101 — — 0101__ --- _ 0101__ ., _ ___•l____a.Y•�__ 0101 0101 ___ - 0101 ____________________ —_ 0101 , . , 0101 ___ - _______ 0101 01 _ _ s__ _________sxs_ =s" ASS____=____ s__=__ ________.____________________ - 0101 _ -- v.---- 1 - -------------------- - - - - _ — - - - - -- - -- —_ - -_ _ - - -- 0101 — _ 0101 _ - a � - -- - 0101 01 _ _ _ ,� _ - - - -= SSSS SSSC:C: = -: CSC = _ = ___�_ - - -- 01 01 ___ - 01 01 __ - - _ - • - -_ ---- S . .x:._C_S =- �C = = =_ _C_ _ =_ - _ - _ :` ='IS I -i :::.r•: = x :� ~•: -- 5.�_. 01 01 S ______ �______ ___________��_____ii____— ____i_ _____ 01 _. : -: 0101 0101_ 0101 ___ _ . —s_ __ _1,. —.�, _ -- _= -s 'z s s �eesss� s_ __�xa__ 01 _ • ii" - �::_- - v.♦�•- �v•.� _ _- .0101____ +•�•- . - •._.w /.- �_,_____— - - - -. - T 0101____ � = =_u •• Y.-Y,a==___=__ _ i —_ -- 01 01_ -i• S' %- _ - -..- . -.0101. 0101 — _-- ... - -_ _ii •� - - -_ -- —_—__- - ..• = Ci = == _ .fir . •� =��:�� -- _ x�i_�'i_w`�•�i ___ ___w_— ________� 01..01___ -0101_ _ -- �1 �i �'-- .��.___ -- 0101___. =-- - ___ �____ �_.• -. _ _ — •• :— =s - - - - -- -- _— _--- -_s - -- 0001 - -- — ---- s-- ss=a = = = =ss= =s = == ' � ' MEN __ = == ss�= = e= =______ ___________ __ =_____... - -0101__ 0101 - - - - -- ---- - -- _ _ 0101 - -_ a-•- -_ _ � ____ - 0101 _ -_ 0101 _ - _ _ - -_ - 0101 - -_ -_- - 0101 - _ _ 0101 - _- - - - - -_ :S_— _ - - - ..•- S =_ _---- �•� - -_ 0101_ _— 0101_ ----- - - - - -� ==-=_____- — -- -- S Ss --=5—=----------- ='sCESz:_• S r�� = =—. Sa M— • -. � _� �� Sa _ _ _ —� _ __S __ _O z-- - - - -•• ..- 0101 _____ - - - -- ........... _ - - - -- _ _ 0101 0101 - -� =ss= =rte• s�vs.Y �sssv =s =� - �`: =moss = _____ �a = �_ = = sue_= -0101- -• --__= _---- - - - 0101 _____- _ -_ -_ -_ -_ -_ - 01 01 -_ - - - 0101 _ _ 0101 01 01 _ ____ a-�' _— =-- = =5----- 0101_ - M _ • M_= w= 0101_ -_ s_..- 7_____i__w. • - -� - -_ _i_A•S I S _: =ate- s r�.- _ ,,..x \ : 0101 -_ —. _ —i �s_ � = a.••- r_ii -- -0101-'• — _- v__- _i- �.i =___�:. �_ :� v s.:a ____i— _i_i-- �_— _______ •. v_--_—_—_______—_ � wi._..._ -v- 0101 —_ - 0101 — 01 01_- - Vii 0101 0101 0101----- -_ - - =- 0101- - - - -i_ �. _ _ YI• -:IDT_ __ _____r• ________ ___�____�•!�_•�i.,..Y-- ._____i. • _= Srs s� s....�; - -� m� mss _ _a- -1 .,� �.a -_ .-. m z•-- �s .. _. .. .= = == = = - - - -- ._. -� - - -- •- . - -- � :�_- - - - -•� a _ a MOM �s :_�sz- ---- - - - - -- - :a =- _--- TS - = -o 0001 ___ _- 0101_=__ -_ ss:e•_ -- - - -- _ - ,,. 01 -- - -- - -- - _ - _ 0101 -- -- 01_------ - --•-r - -i .._= - - -- - - - - _ A EM MM _S ===.S,SSSSS.S=—=C—_=C==C —V.- _. a �� = l S__S __i_____2�— . - .._- -.•.__i.�- J- W- �i:�S� V S� i-.1 = =_S_ � �� _S__i=__i___---_----i-- == Asa_: M=== a = = =s�- •: ° = = s =s = = = = =_______ 0101 -=•= ='- _______ ='==:r = =::_ _ � ___________ _ 0101 __�. __i 0101— s — �- 00=01- �W•_:- �W.� /._ i_ —_ - -• -01 _ _ -- --_- -- ii_- - - - - -- _0101 __��_�__ ___- �_ =� =m = =' - - __ -- 0101______ -� __ =� = = =a= I N _N___ orso�__ 0101 - - -- -- - -.._. - - = s a = a _ 0101 - - - 0101 0101 0101 0101 - 0101 _ -- __- _____________ 0101 - 0101 - 0101 - 0101 - 0101 - 0101 - am 0101 :x a g = — 0101 —_ —� '� 0101 — = =x: — — - - - a — == tea= — s = =----- - - - - -- �= — a = —� s -- �_—— s =- - =� - -- = _ = - -_— sTS a ME s -- - -_ - -- AAAA ____ = = = = =a = = = = =a = = = �___ == = CBs_ = =_= 0101_ - -01=01 -= __:__;�_ = = =- _�-- ____- a = = = = =_________________________ 0101 0101 0101 - -- ��_ - M. - -- _ - -� -_ =_- _•:�:; - -__ =� - ��=��- _ - - - -- - -- -0101= 01 _ 01- � __��_�- 0101_ - 0101__ -- x:._.:�;_:- - - - - ______ _________= — S00 = = -0 - -0101__= 0101_ _ •, .. �_ _�--• _ _ _�__ ° -- _ Jim __• =__________ J _ 01____ E.= M_ _ ---= a = =� == =sue = =- _-- a— =--- _- ....�:' _ : ? "�_ --�_ _�• ��---- --------- - - - - -- — _____ _____— =_ =_ = ss -v.�.x:,5: -,e:; T ss- � — -- a— s -: - -- •-------- 0101— _— _ _ x:-- _— _— _ — w._..,'�:: - 7�:� �• ita -- fi X1 01 =xri : - ' -- _ - - _ - _ -_ - - - -- 0101 -_ - - - - - - 0101 0101 0101 -- 0101 - 0101 -_- 0101 - 0101 -_ -_: ME _ ��— =- 5 �_ = _S__ 0101 _ - - -0101 — •:: : :7�:i �:�� :xSSAM i� �_� S ��• � �� _� � __��_ =___i— __ _i_i_ -- -i— __MEM __ =as = = =ses��___� - i— _ =____ -- - - -_i- 01..•01._ �i =— __I -•• — =mss= = eON = �_ i_= _ = = =s=___ ___i—i---------------- __ s _— __i___ __ii____i__ _. _ - -._ — i i_ MEM —i — _____ MMMMM ON = s_ M=== s SS __i____ 0101_ _• �• S S_�. s= S Sii:x:xS 01 im mom _ _____ __ __ _€ __________ _ ________ _ _______ =___ =__ =__�_a_ _.:__� = = =_�=_____ mod lommmom _ M M EME== _ _ . _ 0101 ___ - -- _____01_01 __ __ __01_ _ _01_- _______- __ �_- ________ =___ •- �_-- _- _�__:� ��_ __ = =s = == �� = =:xs =s =- •-- - - - - -- -_ _- -_ - - -- = ss a - AAAA on = - TS = = == =_� = = = =s = =� = = =? a = = = = = �__�_�_ -= a _ _+___ _ _=�� = = e 01 °= _ ° - 0000 = ° _`_: =i -,..i = = A = S L = _��____ _ _ s \ _M_ = _ _a s_MM_ = = __ = =� - -- m =__ - -M I n I ffie ssommoffl o m _. ... . .. . .. =mss = =a = = = = =i __- __-- __-- -- = == -- =- _____-- = =NIi =:::: :x = a a == _ _ —aa= 01 _ 01 S: =am 0101 - •=_. `•0101___ - -_ -_. MMMM . - -- == s = Off -- - -- - -- - -- - - - -- .. _ �� - -- ------- __ = = == =ate - =- - - -- _ - _.. -0101_ - -- - - - -- - - --- - - - - -- --- - - - - -- --- - - -- - - - - - - -- ------ - - - - - -- 3�•._ ...... — _— __i----- _ - - - -_. iS--- _S-------- _•�•___ S__ 0101_____ _i___ —__i_ 0101_____ = i _ ——i _-- _--- - - - -i. — -- zs==== ss— s--===____== __________________ = = =s =s =_ =ss =� _ =she == = s= _ __ — — 01 _=___________ =s 00 01_ 01 01 __ =______M__M_W _= _ = =____ ��__�____ � _ _ =_ ====_ =_ =_ ___ =___ ='- •� '� _ :� ! �= s= s = a = _ 01 _ =. s = �=== ss: xo===== = = s= sM��'��s� =ss_._ =_ =��':� =�s �TS =s�� a �� _ s_= s_== = =_ =______________ =___________= _ 0101__--- -- ---- —_ _i _i_ 0101 _ ___ �.— i - - - -_i S S_ 01 i_______S__ii_ S_S 01 __S_S _ _ __f _N ______ = == =tea = = = = =a =_ -;::.:: _ =?_ =_s= - - - - - -_ ----— =i— _— =_i-- _a_�_ =_ s ME a_ = = s__=_i= -------- - - - --: ___ ___________ = a_— _=_____° __. . _______________ __ ___: = ==: =___= ___`_-=___ _________�____�_____�__________ __ _0101 _ __� __ __ ___ =_ °01 M INS 01 01 � =s� — _---- =s - -- 0100 --- a - -- 0101 � ==_=i==_= � -- — = _::::S -- 0101 _�_— __�____ aV ♦.�- =_ = = _.S:CI - _S______:m_ _— a MEM a S — = 5.::� =i 0101 - 0101__-- i- - -i_i• _ m —_� _M= 0101 _. 0101_ i 0101 � �_ - -_ �� = _— i_----- _— s____ - -i• 1� ::. ji = —_� —__ _ 01 :x___::•____i__S • -. _l.___�_x:l_S_�__S_S a SS•. 0101 = 0101____— i_ —_ =�.— =0101___ —__� •: -_� - -- i -- —0101 i ��• i i _i__— i-- _-- _- 01 01_— _ —_ —_= - = - -- S ::� aax :s__ _________ ______S ___---•-_-______-_ S_ =_ =_i;:- •--- _S =��sa = .._1r� = _- 01=01 r __S = o a�x = _r = =��__- i -_i -- 0101_- __i_ - -_• :x= MW____ __� ___ti —iS i___ =_ 01 —_•` — = —i__ �•___ i L -a�1 i_ __i_ - - -i —_i — .... —_--_i_- — = = =as =SSS� _ =_____S —__:x =_ �_ =s s = =e �� -0101 _S S— i -------------- -_ - - -• i__ _ i _— _ S 0101 —0101 _-- _- 0101___ 01 01 = =__ =_•,_Y S 0101_=_— i_i : ___ — _ - -_ —_. __� __ - -- =a�sisss- ___ = =_ s - ___ __ 0101_ _ _ IM "' = __�=___ = == _____. � :c 01 01 _- _- _- _- _ -_ -_ - - - _ - - 01 01 01=01=-- s = = =_z:s_ = - sx =ss =- - _- _ ____ _ 01 01 _ B___ = = =a_ M__ =i= _ 0101_ - -- - - -- -- 0101_ _ _ -- a = ------------ - - - -_• _ -0101___ �• _- _ _ _ 01 sss _ 01 - - -_ _ = ° - =a = =_ - - - 0101 _ •�• _ - - - - - - - - - - -- —— s= =M=MM �. = = °_ 0101 —_— --= =T— = sss = _a MM = =- - =M = sue= a = — = � = -- =______ _ _ _� -- -� _ _ _ _______________ _________ - - - - - -- _�'�� mss = =s - =- _ siErs = = =_ � =__��__ =_ -- - - ---------- - ----- - - - -- - - -- - �z -- - --------------- - - - - -• -_ _ - s - _ iiii__ 0101_ __-------- ----------- - - - - -s - - - -- -- = =ss:Fs = = - -. - -- 01 =es _ _ -"'ta s- ------------------- - - - - -. __SS i�:x___ ___i______w__i —i_i 0101_ —_ —_S Z = -- = •� _ 0101 _ _-- i— i-- __i =•_i - - - - -. - s -__- _- - 5 = =_____ _ __ _ ___ 00 es s = = =__ 0101 - - ____ =___ = - -- = = -- r�- =:s=s�2: = =s =�___ _�=_� =__________- 0101 _____' _ = _ __ _ ___ == = 01 _ 01 ____ ° °_ _ ° - -_ - - - - -- 0101 - - - -- -- s =s= i— s = -- � _ = -- _- -- - - - - -- 0101-------- - - - - -• _��__ =- - - -� -- �a� = = s = 01 01 = = = = = _________ = = =_ =___ = = = = = =___ = = =___ =___ =_ 01 01_ 01 0101_ - -01=01 - Ei= ==- =_s 01 s =- ---- s---- - -_ -_- _____ _ 0101 ___ 0101_ ___ a- ___--- 0101- _- _- s =_- _- _- _---- _- _- _- _ _- _ -_ - -0101 = 0101__=_=- a- _- _- _- _- ------- - - - - -- a - -- _- ss - - -- � -- s -= s= _--- _---------- _ - - - - =e -_ a - - -- 0101 ____ - - -_ -_ - 0101 ---- _- _- _ -_ -_ -_ __ - -- _-- _- _- _- _- _ _ - _ _ -- _ -_ -_- 01 01 _-- _- _- _- _- ____ - - - - -- - - -- -- 0101 - - _ - - -------- - - - - -- 0101 _ -_ - -- 01 01 - - -- _ _- _- _- _ _ _-- i_ — ------- _-- -_ - - -- - - s - 0101 ----- _ ___________ - 01 01 _ _ - _ _ • m 0101 N m== _ _ —S 3e___ 0101 m 0101 _ _ _ 0101 0101 ___ 0101 _ 0101 - - - -i i_i 0101___. _SS- - - 0101 i= _ �__ —_— __ —__SS— =,r asa =aa i s _— 0101 — i____ - - - -_ s m s = ss 0101_ _— s =o Ss s a .0101 0101 — sx:x =ss.. ....... =_._. _ __ ____ _M___� __ =__ m __== = = == =_ =- - - -a - -- - �=as =MMa =-- - - -_�__ ___� = = = =x: _ _ _ _ =M = = = oax: =. =�------------ - - - - -- __- 0101 =- - -- -- - - - - -- - - - - -- - - - - -- - - ------------- - - - - -- -__ _ _M_�_ =_ = = = = = =a = = = = =_ =_ - - - - - -- �_ _- OWE_ -- = a =� = = =_ _ a = =- __ --------------- - - - - -• _ _ s = _.,..... -= _ -= -. _ •..v;' - = - -= = = - -_� -- - 0101 _� 0101 -- -�- s - m a = - =mss - �_____=•_---- - - - - -- _ _ _ — — _ — -, ..,, s:_ _.� — = :'s I, - -- - - - -- - -- — - -- - — — — _ — 01 ---- -___ ___ 01M 0101_ __ _ _:. -_ •----- - - -._: .:.:.::..0101_. - -- - -� :_- -sue- _�_ __ =_ = =- = s______ � s_ _ _ 0101 �__ - - -_- 0101___= -== _____ -__ -sx- -- -- ----------- - - - - -- - -- - - -- ---- s = =s- - - - - -- - -so. . - - = S m=--- . 0101_- _____________ -- W__ __ _ �a = s � == =;�:. = =__ �_ - _ - x: - - =_ _ � _ _ 0101 _ _ _ :__= _��_ ��_� == = = = == --- = = == s �s3ea =s =a_:s= _ _____ _ _ •7- __ = - -- :_ =; -_ - -_ _ -_�� __= = =s __ _0101 s =ss_s =.9 -..- _ ____ss_ ax: _ = _i _ _ _ _ 0101 - - - -- _ = i - - -• a - - a o — = = =sssm = = = =: =m = =S�S� = s:s�- s _ �__ ________ ssWmIRE _ w+>♦ 0101 _ 0101 0101 _ _ 1 I� - 01 01 0101 ________ _ • •� I/ _ V •� i S _ 2=i J- •/ �' �::� = :.�i � : • r-- : •1• � = a i =� •.�— - S - '� s a = 0101 01 _____�: 0101_ :�� :� _� _-- � - i�S� -•- _ — . - . • [ol — i ® - 1 �'•1� .ate �� --- '� � �� `, a \Ti=m J � 1'.SCS 'i��_ 9� • _ ,1� �_, � iii �_ �i� �l n "d Y • j:. iY a Y.i f f <Ly: .S 1Y : >� i 4 �. —�': .... xlk MP 'Y x - <ri. 0101 V��1�/11 .`a ."u. S '��11.• -11- _ u . O - - - ♦ - - AFAMT.WX WA I i r� , NoText NoText NoText NoText _ __ ,.:. _. - _ _. _ _ _ L. >•' JI .. .. - _ PO LE SCHEDULE POL HP S00. YAP. SIGNAL MOUNTI" PED.P,BUTI LOG TYPE HEIGHT SIG. li ..EDT IR I Ep SIGN �+IESSAC oRg_ TO BE DONE , M.A, M. A. WATTS Sl`b. M, A. I Eii . PHASE @UA 11 w - _ ASGI REMOVE d RELOCATE EXISTING SIGN ' 2A -�- fi!!� 400 SV `2 -TO AS02 SP - E _Y >>t1 I• INSTALL NEW 26A -4 -�0 STANDARD , AT INSTALL TO 3! 45 _'I'O NEW SOLE ., -., .:« . CONDUIT AS SHOWN AND PUL, NSW CONDUCTORS IN RUN 02 04 so2 04+6 S. ADD LdAD SWITCHES, DETECTOR SENORS, HARNESSES AND AD CONDU TORS AS REQUIR90 - 8Y CONDUIT SCHEDULE IN RUNS EQUIPMENT NEEDED TO MAKE THE EXISTING ECONOLITE (KMC -2_ 70 1 T ZO SV-2 -TA MAg SP•2•T SAME AS ABOVE AND 3 S ON USE EXISTING SIGNAL EQUIPMENT AND SIGN. 4000) CONTROLLER FUNCTION AS LANNED. MODIFY CONFLICT 0 NEW STANDARD HEAD ON MAS 2 AND 1 04 04 +6 f",ADD ONE 12 „ PED HEAD. @1 ` O •-- �- N s - .` MONITOR' TO INCLUDE NEW Pt REVISE,IOUNTiNG: SV -2- SP • 2 _ T 2. .&4G VAde'` &XP57Tt3 N . MAS , - 31 /V,�. C 26A 3S 35 IS 40►0 A �! ♦04 $ /E SAME AS 'ABOVE � � J�I�E //1I�sJ�,4�1.,,L ,. �° b. • ABANDON FOUNDATIONS NOT USED IN NEW WORK. THOSE IN O 06 SQ m 2 +04 SAL VALE STANDARD AT E SHOWN, WITH NEW 12” AREAS TO BE PAVED SHALL BE REMOVED TO A DFhTH OF £s" ` HEAD ON MAS AND NEW, 8' HEA ON S -2 -1 - . INSTAL I, NEW t� PPI3 _ - BELOW NEW SURFACE. AND p4 PPB. USE SP -2 -T FROM U C �tF/ /O - 7"ENON Iy /APE Op I -A RFM NEW AND SALVAGE FOR FUTI/RE LOS L /�t! //V /RE. _ 7. INSTALL NEW DETECTOR LOOPS AND EMSTING LOOPS TO BE 3. INSTALL NEW 26A -4 -70 STANDARD AT CO AS SHOWN. USE REWIRED AS SHOWN. INSTALL NEW CONDUIT A$ SHOWN AND PULI /80 w SV -2 • T SP -2 - T 02 ta4 WAN EXISTING SIGNAL EQUIPMENT ON NEW STANDARD AND ONE NEW NEW CONDUCTORS AS REQUIRED BY CONDUCTOR SCHEDULE? OR O Q 4-70 35' 35� /5� [PS(FuT.� X32,04 MASO4 02 404 12" PV,[/E,40 OR PHASE 5 -- PLAN. NEW MOUNTING .O BE Nt�tS. ON£ #EW 8" HEAL) A4, CONVERT MOUNTING TO SV 2 T. ti - - ADD CONDUCTORS N : d RUN s AS" '� .� S - - F —CONTRACTOR SHALL RECONNECT LOOPS N 1 AND N 2 AND S - REQUIRED BY CONDUCTOR SCHEDULE;. CONNECT FOR PHASING AS . AND S-2 TO CONFORM TO THE PLAN AND SHALL RELABEL FIELD KO EXISTING T $0 *000 C0?f tECOkt)L`tTE) ` SHOWN. INSTALL NEWR73A SIGN ON EXISTING MOUNTING. CONNECTIONS TO MATCH NEW PHASE DESIGNATIONS. NEW SENSOR EQUIPMENT ME MAKE A SAND OTHER IPMENT SHALL BE THE SA EXISTING. 4. MOVE POLE AND ALL EQUIPMENT TO NEW C}�7NflA�ON AND CONDUIT RUN A SIZE ANCHOR BOLTS AS "SHOWN. CONNECT AS SHOWN. REVISE IFEW NEW f Xt8T. E�EIST. PNAaE OIARIlM MOUNTING AND ADD FED HEAD, RK, 217 �� 2 .. 3 / AWG PHASE CIRCUIT 24 3 1 3 4 14 t VEHICLE SIGNALS .. 3 3 q S 3 3 3 6 unust0 4 6 3 !s 6 t NOTES 2 PED. SIGNALS 2 2 ..r...w Z ALL PULL BOXES SHALL BE #5 UNLESS SIIITWN O�L'�RWISE. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND 4 2 2 2 Uf1Ul�EO, UNUSED ' - �"' VERIFY THE CONDITIONS ON THE JOB SITE. si 6 Z 2 2 +� 2 PED. PUSHBUTTON ' 4 I I 1 2 - - a ALL VEHICLE SIGNAL REAM SB I�VE BACR>SfA TES AND Sf P1'a BE I2" UNLESS OT»ERWISE 9 - Ao!% gC!/N/T cIlA 11AA64 "7rL"� let � SHOWN. PED. COM. RING I I I I 2 PED. COM. RING 2 1 1 1 2 .f /-/� °Z SALVAGED EQUIPMENT NOT REUSED IN THE NLW' SSALL BE bI:LIVERED TO A COUNTY FACILITY � �� DESIGNATED BY THE PERNaT INSPECTOR. SPARES 3 3 3 3 TOTALS 17 20 40 <: SI NA X10 SI N L CO I NEW SIGNAL STANDARDS AND RELOCATED STANDARDS SHALL BE IN PLACE AND WORKIlaG v BEFORE NEW } COM I ( l G PAVING IS STARTED. TEMPORARY CONNECTIONS FOR KEEPING THE EXISTING PHASING IN SERVICE 1 G H TS 2 2 ST. L ^ '� UNTIL THE NEW PHASING CAN BE PUT IN SERVICE ARE PART OF THIS CONTRACT. TOTALS ( 3 D.L. t D.L.C. I I 2 ,Z -�- � SIGNAL SHALL BE KEPT IN SERVICE EXCEPT WHEN NECESSARY TO SHUT DOWN TO MAKE NEW CONNEC- 2 2 7, Q� �9E TIONS. SIGNALS MAY BE SHUT DOWN ONLY BETWEEN 9 AM AND 3 PM ON WORKING DAYS. = 4 2 2 4 MO, IlS "C NEW POLES SHALL BE LOCATED 30" FROM FACE OF CURBS. UNLESS SHOWN OTHERWISE. s 3 3 3 - 2 �� 21JLC I K TOTALS ALL LOOPS SHALL BE 5'x S' CENTERED IN TRAFFIC LANE. 6 Q 4 � 4 6 2 11 1 1 -W- 4 4 (NEW d , m' �G/TGjICE . N 0R 2 2•W• 04 - � �� E o s r a D 1 I/ "C , 3 Dt,C ,'tl t'1 INTEGRAL CALL HOLD CAPABILITY (O -7 /SEC C I,� O Z � o _. 2P 3 �� G 2 C 'H S 0 do _ _ w _w... .. _ . _ _ _._......._.�..... _ 4 - _... A LVA6 R R 2 /2 - © S E � N M 4 1 I 4P I NEW 04 c*j • N REWIRE . 'A .EXISTING d Ii -- � REWIRE ESTI - STIN G SLOTS E L C A M I NO s Lors R E A L N 1 — ` � . , ,. Z 2 150 P OCKET _. - 2 _ . 4; _'. ..... _ _._......._..___. _..._. .............4 L _... ......_..... __... I4 21 28 _ 250 POCKET TS M` ?x _ " T'YPICAL _ 0 , ' • + � r .. ---rte - v� REWIRE EXISTIN sL�TS G --- A " —._ N =, - -lily— .•___ -- � � i � ` ' � �, " fi ___. WE w BIKE LOOP a �pGl © 3f _ ... ._ W w_ _ 3 0'.9% 2 .. �• ( � /.ice _J/' # ' L k C, Z DL C 1 ' Q 5 4 i 6P . PR IVA E CONTRACT 40 40 64:641 AS586104FS, 1016. 6P A 3 1 O # SHEET COUP Y OF SAN DIEGO I y "C, 4 DL � 454G KEAKtdY VILLA ROAD, SUITE lOb Z B ' 4 SAI4 DIEGO, CA 92123 (619) $60 -4911. DEPARTMENT of PUBLIC WORK SHEEl'3 ANDREW P. SCHLAEFLI - R.C.E. #15964 - T.E. #930 ` TRAFFIC SIGNAL MODIFICATIO L r - - � DATE S / /Bf ' a .�.. - I EL CAMINO REAL AND MOUNTAIN 0 V ISTA DRIVE x COUNTY APPROVED CHANGES BENCH MARK V DESCRIPTION APPROVED DATE N0, DESCRIPTION ToP B11ASS ri✓CLL �t�jDA/, RECOMMEND FOR APPROVAL APPRO > SN a j _ Q iPEI� /SEED ETNU� l561f �M �1 T ,.,..�,..., W � S ' /M xA5 L VP LO CATION /LATER E CT /GLV�i4�L' '.8 f . f yfjs � .. S DIVI • I)� T Z. 'sfi Y^, .:>P►a1t .- . ,. a� s . „ .. /V E,dL _ - F R CHECKED •Y 4 196 PR 2 a o s Ecso REOORD FROM �XaliVTY. F D�' C G .: APPROVAL OAT[ g s . z DATUM M• S. L X20.79 MICROFILMFO - _ . 9. Ti? 149 -1 I =W=04 2 -W-44 TS — 0z1 61V.1 Y 4 J -q1�7 �7 _17 7 7 �7 8. ro .40 pm� "I 1"M W R Mm�!V" k"Iml T.17,� V! Ti, wAlmm Av.v o'". E E D U L E _4 hP SOON, VA SIGNAL NIO PED.P.BUTTON F-0 I f I j "' I UNTING Y V �R K T REFLECTORIZED SIGN MESSAGE f "NA T T 5 0. H E GH T y p PH M A' PED. ASE U M. A ST 0, MA3,31 i S I REMOVE RELOCATE EXISTING SIGN 400 SV-2 P-2 -T 45" .04 TO NEW POLE 0 x2. 164+6 :MAS 04 SV-2-TA; SP-2-T 18AME AS ABOVE N 'OUTURE (D 19A- 3 -70 _w N ISO , LP 9 04JO 04+6 T 9 : 1 ' S P SA SV 2 -T 4 VA�7E 400 1 l y SAME AS ABOVE 5rA A'OAe.0 -4-�O 5, �01 +04i S/E REMO SALVA411 1,N �-'f A' _L� w A y , -!, 1 7 A 470 /80 w S ___l_SP-2-T 02+04 WIN NAASO4 02 4 04 (FU7 49 4 A L A"`4 At L I- E NEW.WORK TO n 1 N CO NDU IT RUN a S IZE PHASE DIAGRAM N EW NEW E0ST. EXIST 2 3, AWG PHASE Cl RU IT 44 4 4w _ 1 2 3 i . VEHICLE SIGNALS !4 3 3 UNUSED 3 6 5 7 OF ALL 2 PZ 0, SIGNALS 2 2 2 2 4 'n i E EX�CT 4 AT W _NUNUSE UNUSED' 2 's. ON jo a SITE.. VE R I Y r- PED. PUSHBUTTON dZ SSIGNMENTS 144 2 , I �4 FIELD TERMINAL VE TEC. I PHASE SLOT CONNECT ALL %q1CLE S IG FZ4,DS'SRALL rF !2 0 m s peo. 1 2 6 J2U T3 5 8 6 COM, RING 'I JZL PEO. com. RING 2 1 2 2 6 T3 7' 6 :8 ....... �P_ T REUSED INN 1" rc A ITY 3 . 3 3 BY SPARES I I U- T2 1 15 2 OT A L 3 1 i Z3 20 40 4 1 1 t L T2 3 5 4 ELOCATED STAOMARDS. S46\LL 01 IN PLACE AND WM'tWG '5fFOIX nV jGNAL COMMON WEW SIGNAL STANDARDS AVID I PAVI"G 13 STAMD. TEMPOPARY CONNECTION3 FOAXEIPTOC TKE EXISTIwo PIASTUC Tm SFR C 2 2 5 4 ze u� T4 9 10 vi r ST. i-)GHTS, 5'.. 'TIL THt NtW P4ASlrlr, CAN ft PUr TR SERVICE -AltlE PART Of THIS CORMCT. UN TOTALS 3 6 4 16 T4 12 D-L -c SIGNAL $HALL SE IKEVF IN SERVICE EXCEFT WM NECESSARY TO SHUr 0" TO 1 KV CONNEC. 7 2 X2 U T2 5.1% TIONS- STGRAIS MAY St SHUr DOWN ONLY BETWEEN 9 AM AND 3 PM ON UORKING DAYS. a 2 1 2 L TZ 7 a a 4 2 4 - C TE0 30" FRC,- - VIRILESS SHOWN 9 5 1 1 U T 3 1 fk 2 NEV%* POf ES SH BE LC a, 'r' OF Cl,i 0 TH E R W 10 4 1 7 U ALL LOOPS SHALL BE CENTERED IN TRAFFIC LANE. 11 4 T. 7 L T6 3 4 2 4 it TOTALS n5 INTE Ra6NNECT CABLE I/" c 3 D"_ c INSTALL 2 4. 6 PAIR 19 INTERCONNEICT FROM CONTROLLER. &x6 PAIR 019 A . .... ...... 0 _�T MOUNTAIN VistA DR. To coNTAoLL9R,C 06 quo W� A .1 C, 2 DLC 4 4 NE . ... ... BIKE LA 4 P EW (D REWIRE EXISTING . ..... —f'?E WIRE Exis i IN(i CL SLOTS:, EL G AN" PV R E A L All . eN 4 4 4 9 9 2 2 S 250'POCKET' z ------- 4r TYPI"AL 3 3 3 . .... . PV 2 1 p REW!.RE XXIST'ING SLOTS it- < 2 BIKE LOO 4 3 4 L A N E .... . .... 4P '(4D T At 2 DLC P F. 1 V T . . .... . ... ... ...... .......... TT .... ..... 4 6b P NEW t "DONE SCHEDULIL WORK TO, g) CON SHALL FURNISH AND INSTALL ALL MATERIALS ANI D - r ie a SALVAGE, j13 R MOVEL EXISTING POL AT LOC E cowLE > EQUIPMENT NEEDED FOR THIS MODIFICATION. m A FFIC� SIGNAL 0DIF1 I AT LOC D INSTALL NEW TYPE 19A-3-70 POLE. REINSTALL ALt 10 D tFUT�IIRE ALL SALVAGED EQUIPMENT NOT REUSED ON JOB SHALL BE DELIVERED VASE PIED. &.SIGNAL HEADS FROM LdC. (SEE POLE SCHEDULE). SAL E L:"C A fA TO COUNTY OF SAN DIEGO. INO REAL AND+ MOUNT -5X5'PHASE 6 LOOP 5' PHASE I LOOP DETECTORS AND 6 AIN INSTALL 6 �HE ELECTRICAL EQUIPMENT AND WORK SOALL CONFORM TO THIS PLAN,THE WSTA:' DETECTORS ON NORTH LEG OF EL CAMINO REAL AS SHOWN. 'A N & C 01-l" N T Y P ED CH JLL NIEWDMCTOR LEAD-IN CABLE TO CONTROLLER. CABINET FOR PHASE I CALIF. STD. PLANS AND SPIECS.DATED JULY 1984 AND THE CONTRACT DOCUMENT . ... ..... : MALL TRAFIC MONIN AND STRIPING TO BE DONE BY COUNTY OF SAN DIEGO. SANDBLASTING PURNIS14 TYPE 170 CONTROLLER ASSEMBLY IN MODEL 332 CABINET WIRED 10 FOR 6 F44ASE CAPABILITY AND INCLUDINIP �rWE NCCESSARY ACCESSORIES- BY CONTRACTOR. AV P AA L MODEL 400 TO PROVIDE PHASING AND ALL FUNCTIONS INDICATED ON THESE PLANS. PROVIDE 411E 70 17 MODEM, REMOVE EXISTING.TYPE SO'CONTROLLER AND CABINET AND DELIVER 12 10 COUNTY OFSAN DIEGO..INSTALL NEW TYPE 170 CONTROLLER ON EXIST- INt FOUN04ION WITH BASE AND MAKE NECESSARY CONNECTIONS. INSTALL NE' COND'UIT FRO [A MONTORO.' M LOC�'@ TO PULLBOX AT V INSTALL 6 PAIR 19 44TERCONNECT CABLE FROM CONTROLLER TO .,.CONTRO"EP 28 s- AS7 4 NoText ot GENERAL NOT ES LOCATION MAP `6 O 1. THE ELECTRICAL EQUIPMENT AND WORK SHALL CONFORM TO THIS PLAN, THE CALIF. STD. Ll V V ENM RD PLANS AND SPECS. DATED JULY, 1964 AND THE CONTRACT DOCUMENTS. DETECTOR ASSIGNMENTS - 2. PULLSOXES SHALL BE NO.5 UNLESS SHOWN OTHERWISE. , OErEC. PHASE SLOT FIELD TERMINAL 3. LOOP DETECTORS SHALL BE 6'x6' WITH SPACING SHOWN ON PLANS. a NO. CONNECTIONS W 4. ALL TRAFFIC SIGNING AND STRIPING TO BE DONE BY COUNTY OF SAN DIEGO. SANDBLASTING 1 2 12U T2 - 5 A 6 BY CONTRACTOR. SITE 2 2 12L T2 - 7 S 8 S. STANDARDS A AND B SHALL BE LOCATED 2' -6" BACK OF CURB LINE. STANDARDS C AND D VIA 3 5 J I U T3 - I S 2 r� SHALL BE LOCATED 6' -9" BACK OF CURBU NONTORO OUR 4 4 S 6 U T4 - 9 8 10 NE. N 6. FLASHING OPERATION SHALL BE RED ON ALL PHASES. - 4IgU 5 6 J 2 U T3 - 5 15 6 7. INSTALL FOUNDATION, TYPE 332 CABINET AND CONTROLLER. INSTALL TYPE 111 SERVICE WITH 6 6 J L T3 - 7 868 I- P, 50 AMP CKT. BKR. FOR TRAFFIC SIGNALS AND I -P, 30 AMP CKT. BKR. FOR ST. LIGHTS. P P 8 112 L T8 - 5 6 Come S. CONTRACTOR TO VERIFY SERVICE LOCATION AND REQUIREMENTS WITH SAN DIEGO GAS AND ELECTRIC CO. ENtIN�r d CVO P PB 6 113 U T8 - 7 S COM 9 9. REMOVE EXISTING ST. LIGHT AND- DELIVER TO COUNTY OF SAN DIEGO AFTER SIGNAL IS ENERGIZED. : 10. SHOP DRAWING MUST BE SUBMITTED FOR APPROVAL. BY COUNTY TRAFFIC ENGINEER SHOWING _ DESIGN CALCULATIONS BY REGISTERED STRUCTURAL ENGINEER FOR CASE 4 LOADING REQUIREMENTS AT WINO VELOCITY OF TO MPH. N. INSTALL R34 AND R34B. 1 .S J W r 35' 35' R S N S (SEE POLE SCHEDULE) sanT!► oft N scars EXTEND 2" C.WITH INTERCONNECT 1 2 "C. WITH 3 DLC a 2 "C. WITH 2 DLC Q fE 2 "C. WITH t DLC a CABLE i0 CONTROLLER CABINET SE NOTE 9 INTERCONNECT CABLE INTERCONNECT CABLE INTERCONNECT CABLE AT MOUNTAIN VISTA DR. o . D c ,. - - - - - ----- - — - - --- - --- - • 2 r OD 3 DRIVEWAY 3 3 BIKE LANE 4P 4 1 ` 8 1 K E LANE L//�8 _ RSNS (SEE POLE SCHEDULE) 2 f 4 q• ' 200 TO 2 265 TO LIMIT LINE 1 � w I LIMIT LINE __ tV Q EL C AMINO 2 2 + N a2 2 O' I REAL 2 1 - - - - - _ 3 _ 3 3 3 _ - - 0 5 Nr i ? 14 21 28 I 5 6 6 04 O6 200' TO R34 -R349 6 L L INE (SEE NOTE ll) N 265 T UMTLIN g a SNS (SEE POLE SCHEDULE) ' BIKE LANE 4P P ry 5 BIKE LANE 6q ` SIR 6 P 3 3 3 • 2 "C, I DLC 2"C, 2 DLC 1 '� O - 4 4 15' �- -� CONDUCTOR SCHEDULE SEE NOTE 9 4 SEE NOTE 7 Z C 2 / 2 C 2 -2 /Z SCALE I "= 20' I " AWG PHASE CIRCUIT 0 -� C, I DLC a ,1014 2 VEHICLE HEAD 3 3 3 P 0 L E S C H E D O L E REF C �2 "C. WITH LE TORIZED 4 3 3 TRAFFIC SIGNALS P SIGNALS LIGHTING NAMESSIGNS PER 2 *6x2#10 5 3 3 3 6 PUSHBUTTON ' COUNTY SPECS. fi" 4 6 3 PHASE DIAGRAM LOC. TYPE MOUNTING INDICATIONS M. A. PHASE MOUNTING LUMINAIRE M.A U.C. -4/2 L.C.(CAME " 4 PIED SIGNALS 2 2 2 4 TYPE 0 LOC. OR EQUIVALENT) 2 C. PER S.D.G. 81 E. REQUIREMENTS 6 1 2 2 3- 12 "(R,Y,G) 90 W. L.P. SODIUM VIA MONTORO N I 4 PED PUSHBUTTON I I I 2 1 2 3 4 M AS 3.12 "(R,Y B VAPOR CUTOFF 6 /1\ 1 1 1 ,G) 4 POLE QUAD I OA 26 -3 -70 40' 4 8 6 SP -2 -T WITH W 15' COMMON 6 1 I 2 G OM MON I I UNUSED UNUSED QUAD 3V- I -T 3.12"(R,Y,G) SIGN g pULE 4 [SP] SEE NOTE 8 SPARES 3 3 3 6 N B 14' TOTAL 16 Is 14 33 5 6 7 8 4 POLE SIGNAL COMMON I 1 1 2 OB 15 SV- i- T 3- t2 "(RA s3 ,YA,GA) - 4 6 SP- 2 -T WITH Q *10 ST. L I GHTS 2 2 2 2 QUAD t5' 0 -� TOTAL 3 3 3 4 — l SIGN 6 p E (� 1 F UNUSED UNUSED QUAD O I 5 2 D. L. C. 2 3- 12 "(RA,YA,GA) 2 S 04 ' I I M A3 3 -12 "(R Y G) VIA MONTORO z11 6 2 2 SPECIAL O 3.12"(R,Y,G ) B S 0 TOTAL 3 2 5 C 26-4-70 55' 4 SP- 1 -T WITH 4 POLE 15' EE NOTE 10) 3- 12"(R,Y,G ) SIGN QUA A INTERCONNECT CABLE I I 3 -12'(R Y G IlC ) RI EN COM C GINEERING QI PLANNERS M A S 3-12 "(R,Y,G) B N EL CAMINO REA 8720 BELOON OR APPROVED EQUAL CIVIL ENGINEERS •LAND SURVEYORS 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110 • TELEPHONE (714) 291.0707 OO 19 -2 -70 25' 4 SP- i -T WITH 4 POLE INTERCONNECT CABLE SHALL BE 6 PAIR #19 SV- I -T F3-q2 "(R,Y,G) SIGN QUAD 20' 20' i0• PRIVATE CONTRACT FOR BASE MAP AND HORIZONTAL SHEET COUNTY Oft SAM D19410 7 CONTROLLER SCHEDULE TYPE 170 CONTROLLER ASSEMBLY IN MODEL 332 CABINET WIRED FOR 8 PHASE CAPABILITY AND 1 CONTROL ONLY ] DEPARTMENT O ft PUSLIC W 0*196 SHEETS t INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND ALL FUNCTIONS INDICATED ON THESE PLANS. TRAFFIC SIGNAL MODIFICATION HOUSHMAND AFTAHI R.C.E. 188 EL CAMINO REAL. AND VIA PEDESTRIAN SIGNALS SHALL BE TYPE C DISPLAYING INTERNATIONAL SYMBOLS. r ALL VEHICLE LENSES SHALL BE GLASS. SIGNUIL DESIGNED BY: COUNTY APPROVED CHANGES BENCH MARK MONTORO URBAN SYSTEMS ASSOCIATES • . I NC. No Desc ription Approved by Date TOP BRASS WELL MONUMENT 4 4540 KEARNY VILLA ROAD, SUITE 106 �/�„/ ay7-�DpEO DESCRIPTION Recommended for approval Approved g DIEGO CA 92123 (619) 560 -4911 HLAEFLI - R.C.E. #15964 - T.E. #930' LOCATION 1�F�E''T /Ory OF E/VC11V1rA9 &09 A1110 SUBDIVISION ENGINEER iaov woRR 1 DED : RICK ENGINEERING EL C 1 REAL E ngeneer of work Checked by y CL -25/Q • RECORD FROM 006NI IT OF S4 Cr.-'00 °G DATE � � ELEVATION. 200 -N DATUM M.S.L. Approval date R C U 9j 9 A � f A FF � � U.S.A 000285S f �p�1 FILE NO. W #, {' PR0IECT NoText