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6669 i THE IMPROVEMENT OF LEUCADIA BOULEVARD PLANS FOR FROM VULCAN AVENUE TO EOLUS STREET I CJ' �I 1. A PERMIT SHALL BE OBTAMED fROM 1W CITY OF EWNI'TAS fNGNEERMIG SE7RNOES Z THE CONTRACTOR 5THALL NOTIFY SNC PRIM TO STARW WORK NEAR COWANY 14. 6V ACCORDANCE MYTH SEC" 2.L24.J70 (A) OF T11f MGN"AL CODE, NO Sff DESCRIPTION 9q W. THE AYPROWl"IS CONSIST OF 111E FOU0111 MG MW TO BE DONE ACIOGIROWG DIEPARWWr FOR ANY MAK MI11AW 111E STREET RMT OF= WAY. NO FEE MALL FACIIU71ES AND SHALL COORDINATE 161IIER NORK WITH CIOWAPANY WADING PERMIT SHALL BE ISSUED FOR KKK OCCURRNG BETNEEN OCTOBER 1st T i RILE SSfET 1 TO THESE PLAN$ AND 1W FOLOMNG SPEO>IFII^,A"S AAD STAADNAD ORA WINGS BE REOUIPED. REPAESENTA ROES OF ANY YEAR AMID APRIL 151A OF THE FOLLOWING )EAR, MESS IW PLANS FOR S C H M AK AMCYUDE DETAILS OF PR07ECi1W MEASURES A aLGWNG MR MV C -1 LEGEND AND ABMR£NA 11QMS 1 O W 2. THE STRUCTURAL SECTIONS OF ALL PAMfAENT SHALL BE IN ACCOROAIILE W 7 ALL iELEPHOIE SERMLIES M1IFIIM Tic PROECT ARE 'CAhgERGROtA o 8496 OR 07WR TEWMARY ORAAMAGE OR CONTROL AEASIAPES OR SON AS C-? MCA SECADMS J 1. 7r�fABOO(' STANDARD SPECIE11CA110MS FOR PUGLAC NgAMLS CONSTRUCTION K CITY OF EiNLMMTAS PlAlXlC RQAO STANDARDS R VALUE TES15 SHALL BE INSTALLAiMS : FOR LOCAT TION OF CABLES AND APPURTEiV I CES CONTACT MAY BE DEEMED NECESSARY BY 7W FIELD AMSH'ECTOR TO PROTECT 1W AAAINIWG C-3 DEAiCL/11LW PLANS FOR WLCAN A MENUf AND LEMMA BOULEVARD 4 (app jryAtjlgy) REOIUIRED PRIOR 10 COMSIRUCWV Sr 1014 (800) 422 -4133 PUBIC AND PRIVATE PROPERTY FROM DAMAGE BY EROSONL f10Ln61K OR 71E C -4 �1IM PLANS FOR L£UCAVIA B01XEVARD 5 2. C.ALAFONINA DEPARAENT OF TRANS OMIA 70( %4AVAL L7 TRAFFIC DEPOSTHOW OF MW OR DEBRIS NHM MAY MIGWA TE FROM 7W 571E OR RES.t T C -5 STREET A M OW K NT PLANS FOR KX CAN A W WUf STA .10+00 A. 1 6 CONTROLS FOR CONSTRUCTION AND MAAVIENAAIOE NOW 204ES, " C -6 STREET AIAPROMEAENT PLANS FOR MtILCAN AIEIWUE STA.15t1T0 10 STA 17 +93 7 o 3 ALL 0VERGROUND UTHWES WIHAN THE STREET RIGHT - -OF 001 Y SHALL BE g FOR POWER LOCATION OF CABLES ANn APPURTENANCES CONTACT (800) 422 -14Jt FROM SUCH G7PADNMG DwBRA 1KMIS C_7 STREET AAaRO1E/ENT PLANS FOR LEUCADIA BDOrEVARO STA 10+50 >n STA. iJ+75 8 (1996 ELYIIOM). CONSTRUCTED, COAWCTED AND TESTED PRIOR 70 CONSMUCTTOV OF BERM, aft POWER SOURCES AND ROWS SERW NG STREET LIGHTS SHALL BE LOCATED WAN C -8 SiREE7 4119ROW ENT PLANS FOR WX4OW BOUEVARD STA. 13+75 TO STA. 18 +00 9 J STATE OF CALAF"A STANDARD SMCMFICA n MS -JUt Y 1992. w CROSS GUTTER AND PANNG THE MICA TED MIGHT - -01 MMAY, OR W111AW £AM(ENTS MICA TED 70 THE CITY OF 15 TK CO IRAC70R IS REQUIRED 10 TAKE DUE PRECAUMUVARY MEASURES 10 C -9 STREET AWPWWXNT PLANS FOR LEUCADIA BOULEVARD STA. 18 +00 TO STA. 22 +00 `10 PROTECT ANY EXISTMIG UIX171ES OR STRUCIIAIRES LOCATED AT TIE NOW 91E. IT ENLIIWTAS C10jViRACTOR 10 PROM�E "AS BLUE 1" DRAWINGS C -10 21RfFT AM9R0►E1ENT PLANS FOR [EIiGIpA BOALEVARD STA. 22 +00 10 STA. 16 +00 11 STANDARD M4MPXS 4. THE E,It1Snt r AND LOCAIKMT OF EXISTMiG UIVERGROLAD FACNJ1ES SHOWN ON IS 1W COMIRACrORS RESPOMS UrY 70 CONTACT THE FOLLOWING OIMNETPS OF C -i1 STREET M PROWtIENT PLANS FOR LEUCAOA BOULEVARD STA. 26 +00 TO STA. 30+50 12 1. C7UMTY OF SAN DECD REGCMW STAAVARD DRANNMGS -,AAL Y 2000. THESE PLANS MERE OBTAINED BY A SEARCH OF AVAUABLE RECICYPDS, TO 1W 9 NO PA WAG SHALL BE DONE OVAL DUSIMiG POWER POLES ARE RELOCATED BY SAID UiX17ES OR STRUCRARES PRIOR TO ANY EXCAVAIM,, FOR WR F)CAWN AAO C -12 STREET MOPROWAENT PLANS FOR LLUCAOIIA BOULEVARD STA. 30+50 TO STA. 35 +25 13 1 STA 1E OF CALAFORIWA STANDARD PLANS -,ICILY 1992. 1 BEST OF OUR KNOMLEDGE; THERE ARE NO OTHER EXSTMIG FAQIJTiES EXCEPT AS RESFVNSI ILE U71UTY AGENCY OUTSIDE THE AREAS TO BE PA OED. LOCATION OF UIXI S AND NOWT AWN OF COIME7VLEAIENT OF NOW C -13 STREFT A IRRO/EIENT PLANS FOR FERIES AVENUE STA. 20+00 TO STA. 24 +00 14 SMDMN ON i1ESE PLANS HONE" 1FE CONMACIOP iS RE"TED 10 TAKE C -14 STREET AMPROW11ENT PLANS FOR HYIETW AMENME STA. 40+00 TO STA. 45 +00 15 P g PRECAU1110NARY ME419ATES TO PROTECT ANY ELTSIAMG FACILITY SHOWN HEREON to TIE C1fN MAC 7W SHALL BE RESPOMS&E THAT ANY MOWMENT OR &79N MARK SEVERS - LEWAOA COMITY 041M DISTRICT (167) 753 -0155 C -15 MfWMN Y AAD STORM DRAW PRM.ES FOR NKCAN A WANE AND LEUCADIA BOULEVARD 16 �� o c� AND ANY OTTERS Wi0af ARE NOT OF RECORD OR NOT SHOW ON THESE PLANS NNIM IS OISAARBED OR DIESTROWD SHALL HE RE•ESTABL15HED AND REPLACED. GAS AAD ELECTRIC - �1A9PA (800) 422 -4133 THESE MOIWUIENTS SHALL BE RESET BY A REpSTEREO p1E ENOPEEER OR A C -16 GRADWG PLANS FOR LBUCADU BO AND H Y AV 17 r WATER - SAN DfOR10 MINTER DISTRICT (�) &U C -17 G)RADNG PLANS FOR L£IiGIDIA BOULEVARD U1A0 NYAETiI/S AMEIWUE 18 TOPOGRAPHY 6 BY PHO70 GEODETIC CORPORA TIM S LOCATION AND ELEVATION OF MIPROWMENTS 70 BE ACT BY NOW TO BE DOME ULENffO LAND SUPWYOR 1EU7W0AE - SBC (760) 489 -3441 C -18 G LE" FOR FOR LEUCADU BOULEVARD AND HIECAN A14 I 19 DATED 0713ilta PROECT NENIBER 201M SHALL BE COWFIPIED BY MID AEASUREACNTS PRIOR 10 CONSTRUCTION OF NEW CABLE TV - COX CAB.E (1150) 943 -9000 C -19 "M ANO SWING PLANS FOR LEUCADIA BOULEVARD AND KXCAN AWME 20 c NlMK CO NiRACRTR WIL MAKE EAPLORAMY EXCAVAPONS AND LOCAIF ENSTMiG 11. ALL MW SHALL BE DONE N ACCORDANCE W7H THE CAL TRANS STANDARD SERMCf ALERT (800) 422 -413) C -?0 Slaw PLANS FOR LEUCAOA BOULEVARD AT YIKCAN AWME AND AMWAY 101 21 GNgERGROlUND fALRJ1AES S7AFFACENILY AHEAD OF CONSTRUCTION 10 PEAMIT S°EQIFACA 7M (LA ]EST EILIKOW), 7W SAN DIEGO STANDARD SPECIAL PRO 101901 1_I ARIGII PLAN 22 RENSONS 70 PLANS E RENSCNS ARE NECESSARY BECAUSE OF ACTUAL LOCATON TO TW STANDARD SPELIIFICAiIOMS FOR PUBIC *MKS CONSMC110W (ADOPTED 16. CONTRACTO)IR SHALL NOIAFY THE CITY ENQNEE7PS CNFf10E 48 HOURS PRIOR 10 1 - 2 ONM WN PLAN 23 OF EXISTMIS fAQYJTA_' BY THE SAN DEGD REGIONAL STANDARDS C10�ITTEE), AND THE SAN DIEGO 13 ONWATION PLAN 24 1, JOSEFW NETTAL, A REGISTERED GEOTEOMNCAL D EER AV THE STA IF OF a RE'GCNAL STANDARD DRANINGS (LATEST EDITION). BEGOA MG ANY NOW ON TNS PROECT. (760) 633 -2770. 1 -4 PWATAON DETAIL S a AVIES 25 CALAFORIWA, PRIMGPALLY DOING BUSMIE'SS IN iW REL.D OF APPLrED SOL 6. THE CONTRACTOR STALL NOTIFY SOIWA ENERGY COMPANY PRIOR TO STARiAMG I -5 IPRIAATM DETAILS t NOTES 26 AEOVA NCS HAW PERFOPIED A SOUS SAMPLAMG AND SIWY OF THE Silt KKK AFAR COMPANY FAC1.1TIES AND SHALL COMMA IF HIS/HER NORK W 7 12 ALL LIAMMNANES SHALL PROADE IRUE 90' alTOFF, AND ALLOW NO ESCAPE OF 17. AFTER RESURFACING THE STREET, ALL BLUE DOTS IV MOVT OF EXISiTNG 1 -6 OWA71OM DETAILS 8 NOTES 27 CLN1017I MS PREVALENT WIM THIS STE TIE RESULTS OF SUCH STIDES COMPANY REPRESENTAi7WS LIGHT ABOVE PC HORIZONTAL. ME H)ORANTS WILL BE REPLACED PER FNPE DEPARIAIENT CM07IONS L -I PLAM MTG,PLAN 28 WERE PRESENTED AN A REPORT BY CCA SbUTT1" DATED. IT iS MY L -2 PLANiAMG PLAN 129 U10ERSTANDWMG THAT A COPY OF SUCH REPOiR7S HAYS BEEN SUBW TIED TO ALL ELECTRICAL AND GAS .SERNCES W#WV THIS PROECT ARE INVERGROW 13 APPROVAL OF THIESE PLANS DOE'S NOT CONSiTTUTE APPROVAL OF ANY 18 ALL CURB RAMPS SHALL BE CONSTRUCTED MOTH MUMCATED DOMES PER L -J PLANIAMG PLAN 30 THE OFTIAE OF TIE CITY EHNGNEER. FURTHERMORE, I HA If REIENED THESE NVSTALLAnOWS: FOR LOCA OF ELECTRICAL CABLES AND GAS PF MG AND COVSIRUCiM OUT OE THE PROXCT BOUNDARY. SAN DIEGO REGIONAL SIANDAR0 DRAMW G -JQ COLOR SHALL BE SLAM. L -4 PLANIIMG DETAILS 8 NOTES 31 GPAPWG PLANS AND FOUND iNEM TO BE AV GENERAL CCNMFORMANOE WTH APPURTENANCES CONTACT THE SUA°RA ENERGY CtiWIPANY. ME RAMPS DO NOT HA 1RUNCATED DOMES L -5 PLANTMIG DETAILS 8 NOTES J2 TIE RECCM WWAITCNS PR£ TED IM THESE SOLS REPORTS 1ELEAIONf (800) 422 -4133 E1.2 ELECTRICAL PLAN 33 E1.2 ELECTRICAL PLAN J4 E21 ELECTRICAL DETAILS 8 NOTES 35 E2.2 ELECTRICAL DETAILS 8 MOTE'S is BY o E AL DALE ` yN J. VEj� GEOCOV AYCORPOPA TEL) ° No. 2401 EXP oV0ae BASS 1Y aE40W �* � \\ THE BASS OF BEARING FOR TIE MAP 6 A PORIK,N OF THE CENiERIM OF \ - \ LEALICADIA BL W PER RS 1799 -1(2). t \ � t— W • T L E� SAW OF VOASAfSYI /L ♦ y COMMAiES ARE BASED ON 7W CALAFORANA COORD6W11E SYSTEM OF MA 20AE 6, HGPN 9" 1991.35 DISTANCES ARE IN MW FEEL 70 / OBTAIN GILD DISTANCES KX 4 Y BY .99996800 SHEET 13'' _ /2 eT' •�!. T __ - - - v �. I[� ,O \ I COSTA ANE c O Z I < SH E v \ \\ 1 \\ I O £ LEUCADI BLVD OLIV I I � � RD. _ w �. T� > _ y� \ V ( � m Z � 1 �i y \ - X EN ��Niras I � X \ I m rn N \\ I �C,N,TA � L VD \ KEY AIAP �>Y MWP SCALE 1" = 100 ax 0 sort W W I HEREBY D£L THA I AM IFE ETNQN OF MtLPX FOR LEIS PRi0.,ECT, A M r I HA W EXERCISED AEPaNsAYLE C HARGE 0 WR 7W DIESM OF THE PRaECr AS DEFAMED AV SEC OF 1W SU90M AND PR 0 �r OWE, AND iHAT THE DIESTgM IS CONSISTENT MOTH CURRENT STANDARDS I UNDERSTAND INAT THE ChEpf OF PROECT DRANINMGS AND 9OE09CA7XNS No, 41756 � 1 BY TIE CITY OF ENOMTAS IS COMFMED TO A RENEW ONLY AND DOES NOT Erg. 03/ RELEW AM~ AS ETW,iNfER OF WORK, OF MY RESPCNSrBt/TTES FOR PROTECT � ► California Council or of CIvN Enpinaars NOL TF AND ASSOCIA TES MiC. & Land Surveyors SAN DEMATO WATER DOTRICT LEUCADIA COMITY WATER DOTFECT EIMICNTAS PMIE PROTECTION 00TNCT PARK$ AND RECREACTION 15090 AAD" OF SCIENO& SUTE 101 IE SAN DIEGO, CA 92128 W Construction contractor agrees that in accordance with generally accepted construction practices PUBLIC SEWER SYSTEM APPROVAL f 8WJ85 0500 In 8MJ&0400 FAX F DIAL T OLL I IN construction contractor will be required to assume sale and complete responsibility for job site conditions during the 5 / course of construction of the project including safety of all persons and property that this requirement shill be APPROVED BY: (+�� —^ APPROVED BY: APPROVED BY APPROVED BY: mods to apply continuously and not be limited to normal working hours and construction contractor further agrees : 1 800�422�4��s a 02AX,107 ml an AT LMANT 100 SA to defend, Indemnify and hold design profesela al harmless from y and all liability, red a alleged, in connection BY !M you ar with the pe of work on this project excepting liability arising from the ads negligence of design DATE: Z J_O/o - I DATE: DATE: DATE: WAAWF BARHOGW6 RCE 41756 DA ueswnws� 010000 MAW OF eelmwl 6AUSwsA REVISIONS APPROVED DATE REFERENCES oArE BENCH MARK SCALE Y APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z ~ AaM ly e 2 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP VED Ti TIE SHEET FOR Q sy C/ DESCRIPTI L71Y OB E11A91 ISMS RA / 140 r4cklm LOCATION: AE CcMIR &WX ARIM9 aM NR HORIZONTAL � DATE: 02108107 BY: Y: LEUCADIA BOULEVARD PROJECT T -1 TRAMS OWN a12V1AS &J BEYOND ■ N s I MMERINO ... - LEROY BOD S PETER COTA- ROBLES I1 AL. o f-21- RECORDED FROM: �� Omir STAMM'�n Oc 14n VERTICAL N/A 15070 AVENUE OF SCIENCE, SUrrE 100 SAIL DIEGO u. x2128 RCE NO: 412W DATE: DATE: z V V�CAN A TO EOL� 81��40 Z 2 t2 O _• >� 958.365.0500 TEL 9583 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI SHEET 1 OF 36 W ELEVATION: 7'7.4 D ATUM: ALSO EXP: �'�� ?C�Z2'J /Z &E � o WORK PROJECT NO. CMSO00 SAKVT AVE SDW WA7ER MOTES• LEA PROPOSED IMPROVEMENTS CONTRACTOR SHALL SAOCUT AND REMOVE EXISTING PAVEMENT AS 5' VARIES SHOW ON PLANS AND AS REOUIRED TO FORM NEW CURB AID 1. WRIER MAINS, LAIERALS AND APPURIENANCES SHALL BE 14. APPROVAL OF TINS PLAN BY SAN DEGUITO WATER DISTRICT DOES EXISTING IMPROVEMENTS OE.SCRIPIM SID DING SYMBOL GUTTER_ CONTRACTOR SHALL COMPACT 12" NATIVE MATERIAL LMIER CONSTRUCTED ACCa%W 70 7HE STANDARD SPECIfICA TONS OF THE NO CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF NE SA KU LINE STRUCTURAL SEC71OW TO A MMMMUM OF 95X RELATIVE COMPAC770N. CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF ANY DESCRIPTION S CON7RACr0R SHALL APPLY TACK COAT TO ALL EXPOSED VERTICAL CONTRACTOR SHALL AAAO tEWSY DOES GUARANTEE ALL WORK FOR A UNDERGROUND UPUrY, PIPE OR STRUCTURE WI W THE L07S OF THE PROPOSED CONTOURS 60- A.C. AND GUTTER SURFACES. EXIST. GROUA O PERAX OF ONE YEAR AFTER IME DATE OF ACCEPTANCE PROECT EXIST CABLE IELENSION LINE ..... ............ (,ri ..- -_,. -. GRADED SLOPES EXIST WATER LIME Yv f , 2 UNLESS OTERN1SE NOTED ALL COMAECTONS ID EXISTING MAINS 15 ALL EVSTIWG FAGL/TIIES WVCH MAY EFFECT FWAL DESIGN, i.e., ° PROPOSED SPOT ELEVATIONS SN fT Alin PA WW N07E• SLLAVP BLOC( RETAMNWG WALL PER 1X MILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERMSION OF SAN LINE CROSSING, LhNE PARALL&K OR PROPOSED CONMECIIOV SHALL £xlSr SEWER LAC -- a PR1 R TO OWAAY, GYAN10 £X7SMG ASPHALT 70 LAMYIS .57!00' hV DIETAILS ANO OV THE PLANS DETAIL 7 BELOW. PROPOSED WALL - -� LVEOLYR7 WATER DISTRIC AFTER PAYYIENT OF THE fSTWA1ED COSTS BE FIELD VE7 PIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS EXIST ELECTRICAL LOT LME -- - - -- O N L Y A T SW. CORAIER OF 2X BY TIE DEVELOPER. WIIMN 10 FEET OF PROPOSED WATER MAINS SHALL BE S7/0NN ON EXIST TELEPHONE AAV TO 7w SAmwAcnov OF THE R DAYLIGHT LINE ESU7IENT EINGMEEIP �� w W HYWFWS AVE ANO LEUCAOIA BE WROWWNT PLANS ELECTRICAL AND SEWER TO CROSS L*"R EXIST GAS MAIN - G CLASS' 2 WERS£CTION. 3° WkW ELEVA TONS AMO GRADES ARE NOT SHOWN ON THE WATER WATER MAINS UNLESS GIVEN WRITTEN PERAMSSIOV BY SAN DVEGLYTO EXIST STORM DRAIN w 1" TAPERED GRIND SEE DEN. NOTE 1, SHEET 1 o ASPHALT LYNKREIE (AV STA7IW RANGE MAIN PROFILE TOP OF PFE PROIFXE /S 48 INCHES BELOW CENIE7 AC WATER DISMYCr. 0 z 1 OCA17gN ACQPIEGAIE BASE (AV. T FIVSH GRADE OF STREET. EXISTING CONTOURS �yW= - -..- 2" AC OVERLAY SEE GEN. NOTE 2, SHEET 1 o LE7UCADIA BOULEVARD BE1NEfN 16. WATER COAW£CTIANS TO COMMERCIAL DEVELOPMENTS SHALL a 41 14 9 +68.92 TO 14+65.80 WCAN A SEE DEN. NOTE 2, SHEET 7 o I ND 1ERACS A VENUE 4 . ALL SfRMCES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS HAVE AN APPROVED BACKFLOW DEWX MNSIALLED 70 THE DISTRICT'S EXISTING R16 HI - -OF -WAY LINE - MEW AC PAVEMENT SEC TON SEE PAVEAAEiVr DETAIL 7, SATIBFACIKJW AN CURRENT WATER AGENCIES' STANDARDS CLMMM17Ef PER DETAIL 1, WS SHEET N LEUCADIA bYXAEVARO EAST CF HERMIES AV£AGE 4 1/1 7 15 +37.78 TO 16 +15 Lb FOR PAVEMENT 5 CON I RAC7OR TO FURNISH ONE INCH COPPER WATER SERNCE AND EXISTING SEC17ONS 00 TNS SKEET (PASO) STANDARDS BApIFLOW DEV}lES ARE IO B< INSTALLED r.- D 4 z, 25 +8500 TO 18 +3265 METER BOX FOR EACH RESilOENTIAL LOT DARECRY OUISC)E G1Y OR COIfMNTY RIGIT -O� WAY OF OUTSIDE WATER £XISIMNG SPOT fLEVATIAN FEA W -IV HEADER ,. LEUCANAI BOULEVARD AT HYME771US AVENUE 4 112 14 (41+9822 TO 42+86.42 1)9°" SVENWX SFCMV AT DISIRICr EASEMENT. REPAIR, MAINTENANCE AIVAO ANNUAL TESTING OF SMALL 7RISES AC SANGY/T AMD REMOVAL w s Ni ALONG MEl1US) La'W NffR.19V 6. CON IRA CTORS SHALL ACTUMPE A 7RENCHNG PERAMT FROM THE BACKFLOW DEICE ARE RfSPOVSAR2C/TY OF ON11ER. ALONG HY 14+6 TO 7 rW S) 8 NOT 127 SCALE CALIFORM�A 0105700 OF SAFETY FOR ALL ]BENCH WORK. LARGE 7REES 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REOCM4ED 5 WIDE AC WALKWAY i LEUCAOVA 80itfVARD AT HERACS AVENUE 4 6 (21+66.29 70 22 +54.09 7 INSTALL FARE HYDRANTS 25 FEET FROM FACE OF CURB, IF NO BEAN FIRE HYDRANTS AND SAN DIEGO GAS AAA ELECTRIC VALX 73. PALM CONCRETE PAVERS Q\ ^ I ALONG HAERMES) DE SWALK EXISTS; OP 7 FEET FROM FACE OF CURB WCW SIDEWALK VARIES o I EXISTS OR HILL BE CONSMUUCTED. I& U7XIFFS TO MAINTAIN AANN10AVl 5 -FOOr SLFPARA TION WEN 21 �I § +03.04 TO 21+66.19 8' y PALM 5 112" CONC. DIRIVEWAY HERAIES AV£AY/E 4 6 PARALLELING WATER SERKXS --� N I 21+54.09 TO 23i�1046 4GH BLACK WK 5 EXISTING GUARD RAIL R7 B. PROVIDE AMR RELEASE ASSEM61L1ES AT ALL HIGH POW IS IV WATER SI 2" HI B HYIA 17US AVENUE 4 6 41 +60.62 TO 41 +98.22 & COATED CHAIN LW BE PROTECTED AV PLACE MAIN 19. CON7RACTOR AMD DEVELOPER ARE RESPONS61Lf TO RELOCATE "" 3" AC OVER 6" SLA96RADE SOIL COMPACTED s 41+86.42 >n 4J+70.78 F PER �p AAO EVSIIWG WATER FACILITY (FARE HYDRANT, METERS, VALVES VALVE DENSE TREES & BRU57H TO Aft OF 95X RELATIVE COMAPACFON o fN0 10+25.00 TO 13 +79.78 & SDM -112 1X EXISTING AC WE 9• CONTRACTOR SHALL OBTAIN AN ENCROACISIENT PONT FROM TIE BOX£$ ETC.) INAT ARE EFFECTED BY THEIR PROECT K�fLCAN AVENUE 4 6 PTY OF ETNCAVTAS FOR ANY EXCAVATION fIhW EXISTING GrY TRAFFIC SIGNAL 1 DEEP GRAY z i 14 +71.79 70 17 +7& 17 EXIST. l,ROLMND RIGH IS- O� WAY. EgS7IVN PROPOSED 10. COWIRACTOP TO SUPPLY DOCUMENTAIIW SYIOIMNG TUTANY S/<aN CONCRETE REMOVAL a ROA0101 Y wfAMVG 10. IME DISTRICT REOIMRES THAT COMAPACnGW TESTS BE TAKEN OF ,N A MAMAER ACCEPTABLE 70 TAE SAN DIEGO COUNTY WASTE �., 2' AC WALKWAY ASBESTOS Wit TER PPES REMOVED FROM TIE OROUMD 'ERE DISPOSED BILLBOARD SIGN VAS 4 0 'MERE WATER LIMES ARE INSTALLED WITAW EXISTING COUNTY DINSOV. BILLBOARD SKIM FROM 4' TO TOT " , FENCE POST F WA Y, CITY OF ENpNTAS RIGHTS- OF-W4 Y, OR PRIVAIE � � ISTIWG 4' H.P. RTQH7S -0 EASEAAENIS, AM0 7W RESULTS APPRROVED BY ]ERIE p1Y OF ENOINITAS; PoNER ROC£ /2 MNP£S 6" TYPE G' CURB & GUTTER G -2 1' GRIW7 & OWRLAY I 2" MAX. MMRA (TYPICAL FOOTI TING G GAS LINE BEFORE !FIE WATER LINES ARE ACCEPTED AND A COPY SENT C THE 21. USE OF 1W FOLLONVG VARIOUS COMMA TONS OF PLAIN END PONE? POLE/1 NRE 6' TYPE B -1' MEDIAN CURB G -6 A A SMOOOTH 7R O Cil FOR ALL SECTIONS) / SAN O�£CU /TO WATER DISIIP/Cr WEE. PIPE LENGTHS CUR D A DEFLECTION COUPLINGS AND AL AAAO BELL PONER POLE 3 WRES RIPE FAR CURVED AUGNMIENI5 IN BOTH HORIZONTAL AND / 3" PCC OUTER ISLAND CURB SEE DETAIL 6 ON SHT 2 28 +32.65 70 3J +20.41 11° PRIOR TO AWARDING WATER LINE CONTRACT, ONWR SHALL WR77CAL ORECFONS. DO NOT BEND PIPE BEINEEN COUPLINGS: USE POLE 4" PCC INNER ISLAND CURB SEE DETAIL 6 ON SHT 2 EXISTING AC - - - - - - 9.5 -FoO r PLAIN EMO PIPE LENGTHS WIN DEFLECTION COUPLINGS FOR ADNSE PROSPECnW CONTRACTORS 70 OBTAIN AMO RENEW CURRENT POST PAVEMENT / �,.. AC PMIr r L + AC NNLAWArb ALL RADII BETIIEEN 140 FEET `02711 FEET. USE 19-FOOT WE NOT TO SCALE WATER AGENCIES STANDARDS COVMMTTEE (WASC) SPECI�FICA 77O'VS LENGTHS WIN DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 170 UTILITY BOX 4 PCC SIDEWALK (COLORED) G -7 at G -9 PAVEMENT SEC FON RECOMMENDED FEET TO 560 FEET. USE INTEGRAL BELL EM0 PIPE LENGTH ,KXIAED VAULT E'VS71MG CLASS 1 BY GEOTE H FOUR IMPROVEMENTS 12. THE CON7RACrOR SHALL N077FY THE DISTRICT'S INSPECTION TOGE7HER WI H A 19 -FOOr PLAIN END PIPE LENGTH TO FORM A PULLBOX CLWLR£lE DRIVEWAY G- 14A � BASE AGGRENAIE BASE. SHALL BE PER TABLE SHOWN DEPARIAAENr 48 HOURS IN ADVANCE OF B£GMNMWG MDRK TO ARRANGE CFIOYPD. USE DEFLECTION COUPLINGS ON EACH END OF THE L710YP0 DRAIN INLET ABOVE FOR hVSPECnON OF PRO ELT. AND CONTINUE TIS COMBINAnOV THROUGH THE CURVED ALIGMMENr MANHOLE 13. FILL AREAS AM/Sr BE COMPACTED TO 90X, PRIOR TO PIPE FOR ALL RADII BETIIEEN FEET TO 1,150 FEET. PIPE LENGTHS SHORTER HANOHOL£ 12" SUBGRALIE THAN 9 FEET MILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED TYPE "A" CURB ROAM' G -27 COMPACTE9 AT 95X INSTALLATION. BY 7W DIS7RICT'S REPRESENTATIVE FIRE HYDRANT R£LA1W COWACTIOV LIGHT POST A LAMP POST C -900 PVC STORM DRAIN D -60 �--- � - - - - - AIOIOIFIED 6" TYPE B -1 CURB 16 8' MAX BOX (SIZE PER PLAN) IMnH VERTICAL FACE PER RSD X PLANTER WALL PER 715, PAWIENT QUA& G -6 (TYP.) LANSCAPE PLANS CONCRETE TYPE 'B -1' CURB INLET (LENGTH PER PLAN) D -1 NOT TO SCALE VARIES FROM 12' TO 135' SHEET L -5 PER TRUN CA C DOM ES PER PLAN PLANTER " 20" 3" ROCKS rWE G' CATCH BASIN D - 8 RSD COLOR = BLACK ��,�v. 2 2S PROPOSED PAW MEN �.. OW RETAMIMG WALL C -1 i WATER VALVE 4� 1 i ' N01ES• CURB 1N VERTICAL 22- 1 ° �� ' � NV IERAIEDIA >F CON TOURS CONCRETE LUG D -63 FOR LOCHnOV AND /NFOPAIAnOV FACE PER RSD G -6 A/QOIFiIED TYPE 8-1 ASPH BLIUNOIPY 12 ° ON COLORED AMO STAWM CURB WIN WR71CAL ALLEY APRON (DRIVEWAY) G -17 ' ( CONCRETE AT PROPOSED L- r 3 1/8" (80mm) CONRETE PAVER FACE PLR RSO G -6 CURB o SSDEWALKS, SEE LANOSCAPWG A I I SAND BEDDING PLANS SHEETS 28 THROUGH 32 8" CONCRETE SLAB W /,/5 REPAR BERM � so• ` VARIES PER PLAN O 12" O.C. IN EA DMRECTON STREET LIGHT ANCHOR BASE FOUNOA71ON TRUNCATED DOMES RAILROAD TRACKS 12' SyABG7PADE COMPA STREE T LIGHTS PER DETAIL SHEET E -2.2 PER RSD G -30 CURB TO MIN. 95X RELATIVE COIAP AC nOV IDO WATTS H.P.S f COLOR - BLACK WALL ( ) �,,�� A • 1 g.JJX 8.,7� �ti ! � No>fs ta'APl9 & MAX APlP DE RETAIAWG WALL l 4 " 4 •� CONCRETE PAVERS SHALL BE 6 AT RgGNq�61AUT DET AIL 1V0. 4 , 6" SU9GRADE SAIL BOmm 1hYpl, COUYTRY GUARDRAIL COMPACTED TO RAW. OF C0BBLE- 7ERRACOrTA BROWN NOT TO SCALE DEATX KEY 7 95X RELATIVE O'OWPACIION nAWED FINISH (5 1/2 "X5 1/2" 2.5' AIAOMFiED TYPE B -1 S ARES ). SHEET REF. c� ou PrPaIPosEO R. o. w. CURB IM7H VERTICAL PEAESIRPAN QROS.91W AETAA: �� AT Ai AN MORTAR CAP FACE ON BOTH CAP O- &4x8 TR SIDES OF RAMP PER 2 NOT 70 SCALE + G{1U I EXISTING GROUND UNCATE D DOMES (IYP) RSD G -6 SCRATCH COAT WITH GRAFFITI PER RSO G -30 COfOP - BLACK ' SIDEWALK COATING ON STREET SIDE _ MO7VFIE0 TYPE B -1 W S J ° 1� &&16 S BLOCK �111�� X111 AC ASPHALT CONCRETE LP LOW PAINT CURB WIN VERTICAL CURB 7RAN97ION , QE 11„ - \ \1 D C -6 OCCURS AT DRY � .11 \ %111111��11 %1 ANN ANGLE FACE PER RS LT LEFT MODIF TYPE a -1 aRa)r cf1LS sOeHO x,111= 11;1 ARN ASSESSOR PARCEL NUAABE? Lrc LEFT TOP OF cuRe CW8 RAW W / 6 RAMP H, STA IJ +2587, � � � CURB WIN VERTICAL 1� � ASPH ASPHALT CONCRETE MOD. MODIFIED s" CURB BEYgMO _ �1 11 1 1 \1 B SME£T 8 i FACE ON BOTH 2X BC 6IEGMV OF 09UIPB ME NOR 7HEAST t3J3X / SIDES OF RAMP PER 1,��1 11� BCC BEGIN COMPOUND CURVE NW NORIHMESr P P MOWED TYPE B -1 CURB NTH 12" NEE BORDER PER RSD G -6 X11 1111 BCR BEGIN BEGIN CURB RETURN MOWED PORTLAND CEMENT CONCRETE �� N" BW BACK OF WALK 070M O WALL .C.C. ONE OF COMPOU7o CURVE VERTICAL FACE PER RSO G -6 RSO G -32, DETAIL A r. < 4' CONCRETE 6 6" ° ti ,�► /� , SIDEWALK 1 % � 111 �111 �� 11 � 3/4' CRUSFIED ROCK CdG �GlT1ER PL PROPERTY LINE ]RLNVCAIED DANCES 11 1 11 1 1� R F P PE PAD ELEVATION PER RSD G -JO B A B FL bs / % ' ° 1\\��111 C �11 11 \� FLUID APPLIED MIEMCI4AHNE CURB NNL£r SECTION A -A , ° 6 •11 �1 PT PCIW r i COLOR R BLACK 24" = s ��3e °° SIIBGRADE .1�1' ; %111 % � 1 C. OW r OF REVERSE CUR VE 11 1 X11 111 -- 111 - ,111- WA P.R. M CONC. CONCRETE o c R16 95X -- Ir PA VEAIL F COMPACTED 7 SIDEWALK BEYOND �' y X) '1 .1 \1 -� \ -1 111- X 111 x .11 RErAMMNC occuas D D DIsAV7EGRATEO GRAANTE P RELATIVE COIAPACrKUN 111 ,1� ' 111 ,111 - ; ��111 - RCPA REINFORCED ccwcRErf ARCrr PIPE MODIFIED EERIE r+ ° �� , ,111 %, % 111 - ,111 .111 11 OwY DRIVEWA r W. H T OF WAY A 4' CHICK CONCRETE RAM R.O. Z 1 X11 \„ - \11 -- _ Ec END OF CURIE RSD REGION e -1 cuRe NTH ' 111 = \1 -- 111 11 REGION sIANDA ?D DRAMavcs i i � � � � X 11 �� 4" DIA. PERT PIPE ECC ENO CQMPONHND CURVE RT RIGHT WR77CAL FACE VARI FROM 5 VAR 71PUNCAIEO DOMES ((7)P)) ((7)P)) %, / 1 ��11 ECR ENO REITAPN O o O o o O o O PER RSD G -6 6 TO 0 PER RSD C -30 / \` 1 1 1 ;111 RTC RKAHT 70P OF CURB " " O O O O O ALONG RAMP COLOR - BLACK CONCRETE 11' % STA STAnOW FOOTING PER .111 EP EDGE OF PAVEAAENr �� „ , �7'�- MOWED W a -1 CURB RSO c -1 =�i1 ; A11 1 1 1 �11 >� ERC. fnn Rf CURIE s/�►' SDEWALK 1. CON7RACTOR SHALL APPLY EXIST. EXISTING SE S0117MEASr 6" TYPE G CURB d: GUTTER SECmy B -B RSD G -6 NTH 11CAL FACE PER £A7PANSgV CWT "• WATERPROOFING AND ANTI- GRArnI? FG FIWSH GRADE COATINGS SW./SW SOUTIHMEST FL FLONUNE TC TOP OF CURB 8' B PER RSD G -2 ..� TINGS TO PLANTER WALLS, TELEPHONE LOCATED A EACH ROUNDABOUT, AS FS FINISH SURFACE TELE LZiIP19 RAW W N cOVCREIE DIR1V£wAY J5 SHOW ABOVE GR GRADE BREAK IF T OP O' OF FOOUAIDAIIOW MEW" RAW W N G.N. V° GROUND NOT 145 WE TG 1 R RfTA#WW N14U ZC" 2. WALL REIMFORCEMEN r SMALL BE MMRA HO r AMXED RUBBERIZED ASPHAL T TW TO' OF WALL am ANDS LSE AKS L� 7 NfnV fW7W PER RSD C -I HP HMGH PRESSUREIM" POINT T)PP. TYPICAL 2 NOT 70 SCALE 1 NOT TO SCALE I E INVERT EL£VA11QN VC VERTICAL CURVE NOT ^ INN. n REVISIONS APPROVED DATE REFERENCES DATE BENCH (NARK SCALE --DESV D BY I DRAVM ffE7 BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z DESCRIPTION: OTY OF ETYMIMS AM 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP D LEGEND AND ABBREVIATIONS FOR Q v i LOCATION: Alf Lxw BBaBE AAX/TIENT aw NiR HORIZONTAL MI A DATE: 02108107 BY: BY: LEUCADIA BOULEVARD PROJECT C -1 w xi I A W OIER E l M L 1 1 / T A S AV In B EYOND E N G I N E E R I N G PETER COTA- ROBLES ? N RECORDED NO fiWr SIAM OC 14Q FROM: SS' 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 R.C.E. : 41756 ZZ O1 2 - 22 - D VULCAN AVENUE TO EMUS STREET 81 -049 LL ATA VERTICAL N/A DATE: DATE: i 2 X ELEVATION: 77.40 D ATUM; Y S 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI SHEET 2 OF 36 w d EXP: WORK PROJECT NO. CMSOOD R.aw. IF R.aw. Raw R.O.W. VARIES FROM 91' TO 12 ' 92' VARIES FROM 51' TO 74' f-- VARIES FROM 40' TO 51' 41' S1' s W N 15' VARIES 25' `^ PLAN 22 22 EXIST GROUNV \PFR 6' TYPE A ONCE, PER RSD G -5 5 o I w I 11.5' VARIES VARIES 11.5' I / VA� F o 2 6' VARIES 21' r0 16.1' 71' r0 16.6' VARIES VARIES VAS I £JOST. Q40UVD� fER PLAN 2x o W PLAN PER PER 2 HARA PLAN 1 6 TYPE A AC DMCf, 2X PLAN PLAN 04ERLAY (7 PER PER RSO G -5 jr VARIES FROM 2 EXl CROGWD � roux 1 , 2 2 " AC WALKWAY N = ,.. .-�.• EXIST U � '- G ROUND I it F TYPE B -1 CURB RSO+ �G' RSO CONC. SIDEWALK �SO fXIS1AVG 4" H.P. GAS LAC -�� t G 2 (TYP.) CONSTRUCT ROADWAY PAWMENT i o i EXISTING 4" H.P. CAS N G -6 (T)P) �+ G -7 (TYP.) o I TO BE RELOCATED BY OTHERS v �, PER STRUCTURAL SECTION AM RSD D TYPE B -I CURB c �i �- 3 ~ BANGUI EXISTING PAb£AAENT AND `� TABLE 5710NN ON DET AIL 1, SHEET 2 G -6 (TYP) � . 2' SEE PAWWNT DETAIL CONSTRUCT ROADWAY PAwwNT , " M A t �cW4�i N .. g� ION SHEET 2 FOR PER $IRUCTIAPAL SECTION AND H o PAVEAIENT SE Cnaws '� a TABLE SHOWN ON DIErAX 1, a PIROTF AN PLACE I:H o SFIEET 2 EXrsTTNC IEL£F'lILWE, LEUCADr'il VD ti ti APPROX. 3' BaOw EXISTING PA WWNT 25+e5 ro 26+54.31 Lw 27 +90.36 TO 28 +31.65 a SEE SIFTS 4 AND 5 FOR DEMOLITION "ADM At VQ PLANS AND SAKCUT STA nCNAWG 14+05 10 14 +60.95 15 +46.34 TO 15 +69.22 R o. W. Raw. 2' 5' VARIES 6" TYPE A AC NIKE, VARIES FROM 81 TO 117.6 2X PER RSD C -5 VARIES FRO04 51' rO 66.6' VARIES FROM 30' TO 51' EXIST. GROUND 2 \ VARIES PER PLAN VARIES 5' 22' 22' PLE 5' PLAN VARIES V IESVARIES I 2" AC WALKWAY ENSTI 4" H.P. R.� W. R.O.W. PER I PLAN GAS L CONSTRUCT ROADWAY PA�EII£NT GAS LINE £X1ST. O7POIMIO I PER STRUCTURAL SECTK1N AND TABLE SHOMN AV D£T'a 1, SFA<£T 2 4 NON VARIES FROM 92' rO 102' CONIC SA7EIYAL SD rt /fir G -7 (TYR) f 4" NON -C IIGUOUS D / AL B VARIES 51' CONC. SIDE LK, RSO 41' TO 51' PROTECT fo G -7 (TYP.) 27 +90.77 TO 28+32.65 VARIES FROM VARIES FROM EXISTIWG 4 " H.P. GAS LAfr 15' TO 19' VARIES FR 62' TO 52' 21' TO 25' 0 VARIES 3.15' TO 5.5' I VARIES CONSTRUCT ROADWAY PAWWNT R ' , R.O.W. IF R.O W. 5.5' TO 9.5' PER STRUCTURAL SECTION AAb TYPE B -I CURB RSV `J` c 6' VARIES VARIES rAAE SHOWN ON DETAIL 1, SHEET 2 G -6 (TYP) '+ V �u "' a VARIES 26' TO 32' 26' TO 30' I N i � ' ix VARIES y `� 15' S0' TO 67' 42' VARIES FROMI 1' 4" COWL SIDEWALK, �, ' H W c W 5' 20 --�� 19 23' EXIST 2" hMNPA I I' ro 7.5' RSD G -7 (TYP.). SEE i W 3e W �� 04ERLAY (TYP.) FORACT SIDEWALK It S V ARIES f LEUCADrA ec v0 SE +54.31 To 26 +79.94 TYPE G CURB 1 N. `� � `� `. 27 +65.36 TO 27 +90.77 I 2 ( rW ) RSD 2 J 1 VARIES fRLMI 1' TO 15' M R. o.w. R. o.w. 4" CONC. SIDEWALK, RSD 6" TYPE A AC DIKE, G -7 (rYP.) E, E ' W cn a o & .� o XIST PER RSV C -5 W 2 GROUND © CONSTRUCT ROADWAY PAWMENT A N c R.O.W. VARIES EXIST. GROUND ` PER STRUCTURAL SECTKNN ANV CONSTRUCT ROADWAY PAwmENr � N ' � in a ON DETAIL 1, SHEET �- 1 W 2 si W VARIES 50 TO 87' TABLE SHOWN ON DETAIL 1, SFIEfr 2 PER STRUCTURAL SfCTlON AND v v v v TYPE G CURB SHOW 1 IN PA 3 �"., + �" GUTTER, RSD G -2 �- VARIES PER PLAN h ° H �+ o H 51' P£R TABLE SHOW PLAN VARIES i MENT W a W 3 a W �` s ` c W (TYP) VARIES FROM PER PLAIN SEE fTS 4 ANO s FOR Dfllarnav LEUCAD/A BLVD 4.e' To 17s' 3 3 2 VARIES FROM 5' IMDE AC a ,� r , ° ° 11.5' TO 15.5' 5' AC DAKf, 2' _ 3 PLANS AND BANGUI STAnA1bING 10 +48.99 rO 14 +05 VARIES I '� G -5 OR / WALKWAY 55' TO 9.5' 2 6 I 6" TYPE A AC DACE, £PER AN J c 2 a �a "`(a EXIST. PER RSD G -5 >n � � �O/lyp REPLACE EXIST.' W W< W 2X 2x 2 ' 4' FEA THER w �L KW r c A ' VX CAN A Av PA VEI N YEAMENr 12+75191013 +79.78 4" NON -CO IIGVOUS 5' WOE AC CONSTRUCT ROADWAY PAwwNT �" �" :SCaVM7RUC T ROAD WAY PAYfAcNr CONK SIDEWALKSO WALKWAY PER STRUCTURAL SECTKXN AND 14 +99.78 TO 15 +72.11 XR*AL .SECTION AND G -7 (TYP) TABLE SHOW ON DETAIL 1, 57AEET 2 © 13 +18.22 TO 14 +05.79 rABLE WNW ON DETAIL 1, SHEET 2 TOL AL Vil CAN A VENr� � 10+25 TO 12+75.19 12+04.41 TO 13 +3265 15 +7212 TO 17+80.51 Q1 14 +95.48 TO 17 +78.17 REVISIONS APPROVED DATE REFERENCES DATE BE NCH MARK SCALE Y H Y APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z LM I TYPICAL SECTIONS FOR co xi v I DESCRIPTION: dTY � ENd1ITAS 1:1L / 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND .�- APPR LEUCADIA BOULEVARD PROJECT � w i LOCATION: Air ow aww A61 nor ON HORIZONTAL N A DATE: 02IM107 BY: BY: C _ Z a RAW 0" E11Mfi16TAS 01Q B R r O N o ■ M 0 � M■ M R I M� PETER COTA - ROBLES STREET CROSS SECTMO 81-049 l/w., R.C.E. N0: I! Q 2 Lt O Z RECORDED FROM: t STAIIp�'D OC 14Q 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 DATE: OATS: w VERTICAL �A 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI - SHEET 3 OF 36 W X ELEVATION: 77.40 D ATUM: UAL EXP 03 -31-� WORK PROJECT N0. CMSOOD GENERAL NO TES EGEND I. CONTRACTOR TO KEEP OPEN ACCESS TO BUSINESSES DEMOL177ON NO TES AND RESIDENCES DURING CONSIRUCIIAN. 01 REMOVE 6" AC DIKE 2. CONTRACTAP TO MAINTAIN ONE 7HROUGH LANE NV EACH DIREC70V REMOVE 6" CURB AND 6U17ER W �i FAR 7RAFF/C FLOW DURING CANSIRUCIIOW © REMOVE ELECTRICAL PULL BOX a = = .. .... ... ❑4 REMOVE CONCRETE SIDEWALK ° x... ... __. .. .. ..... .... ... W s H1 G ! /FAN O .....__............_. RIEMOYE BOLLARD _ l ... - ® REMOVE PORE Of EXSTNJG FENCE z w .. _ _ © SANCU EXISTING CONC. SLAB ......... _� _ _. _ _• — `' ® REMOVE a ® INLET PIPE RISER ONLY � � a WAL K WAY 6 . _ i X 11 REMOVE ROCKS - ` 1© REMOVE CONC, DRYVEWAI Y .( , q ` 1® REWW PARDON OF PLANTER (SEE 57IEET 8 FAR POR70V NV CONFLICT IRK a W/ PROPOSED MADROWWNTS) REMOVE EAISTAVG PLANTER WALL Q1 V I R.O.W I R.o.W $ w 1® REMOVE AC ORIWWAY PR07ECr POW FENCE IN PLACE —... - - , © REMOVE & D199SE OF 7RAMC SIGNAL PILE, ARMS, & MAST o 10+ 777� 7 ±9 w ° 1 CI +00 __.. _. - 1fI0 .__�w w ___ ..........._.' REMOVE PORTION Of £aiSTANC CONCRETE CURB ;ij — _ +y........ tS +bP..rc ............ _ — — -- —� Ti z �.. a 00 , �_... a� ® C PEDESTArOBE PR01E �,._. CABLE — — — C1E0 IN PLACE ELECTRICAL VAULT TO BE RELOCATED BY SOGAE qo R.O.W'_,.._. ,. . ......, tiri ? ' 4ifJS' ' ^'. J R YA 4t3 x Mb. v: �^ r ....,,,,, ,� � �... ✓. .. .` :?,.x.:. ... . — - ® 7ELEN LW BOX TO BE R£LOCA7E0 BY -W4E R OW ^ 4 ' a 4i .I PR07ECT GUY ANCHOR IN PLACE z. � w v io to ric C/C b nF vs ,rt;m, ¢Nr � i ? $ g 4 '. n $ $ &' �, C 1 c N •� �.'•� ® ELECTRICAL METER TO BE RELOCATED BY SOGdf of ti $ a $ � N $� °� 'ti..i� .....K q `' '�'� h ® SYGVAL BOX TO BE PROTECTED IN PLACE a "1, ' , $ $ o" � , :$ t 9 9`; ,� ad ,,;: WATER METER TO BE RELOCATED BY SAN DIEGUITO WATER DISTRICT `w ^ MA ^TCHL /NE ® REMOVE NC)OD STEPS v VE ^ � 4 ... ADXCT GAS VAL TO GRADE 1 11 +00 �Z I p AD�A/ST WATER VA VE TO GRADE SEE BELOW ELECTRICAL VAULT TD BE PROTECTED IN PLACE h ® AD UST SEVER MANHOLE TO GRADE ® REMOVE EXISTING TREE, UNLESS OHTERNISE DIREC7ED BY THE ENGINEER wi �P 23+30.39 EMO 10' NeaE GRIND SA KVT DATA AT 1dMIMS 2J +20.46 � AC REMOVAL, 0 NORTHING EASTING RADIUS REMARKS ' WE QW �^ _. 968811.60 2398.57.90 7.00' BEGIN OF ARC �..... M i 2 96879808 239861.70 BEGIN OF LAC 3 968807.74 239896.07 79.00' BEGIN QF ARC 4 9686109.91 139907,71 3.00' BEGIN OF ARC !yam. # W � I x, Vf SF R .O.W ° ......I ....,... �.;J " '.:4. '. �._ „^ ..../ st; sa` : d.<xr nsrc .r, r t r "`r '..,.�..:, ...... ,. #;a ......... v R p�1Y Js, q_sx 5 960814.16 ?3991 BEGIN OF L * ' 6 9W21.78 239906.20 J 00 BEG* OF ARC z 30 0' I �, w��.,. :N N ,, I r "�_ 1 .� „�^<:.. � 7 96882336 23990294 BEGW OF ARC 1 a 8 96481055 239489.81 6EGW OF LAZE ?39991.95 2. BFGW OF ARC tit ,J3 10 96M.� 239995.54 525. BEC�NV OF ARC 96084837 240025 3.Q0' BFGW OF ARC . _ 12 968854.13 24002393 ... BEGIV OF LAC - _ .,. 1J 968849.33 2399189.15 �. BFCNV OF ARC ....... ��r ._ 7 11 Op _w } ... W / � I 1 ; t , x a �:rt .i `'�` n'F!'h'•x' .... � •,:� E ;r n .0 � .^ 't .� 5 �! ROW wig § ._..�5 �.`S`.. 1 ? %8 h * r O { .r r T ^ iA L ........ w , r _ r r 5. x u e ^4\ y BEGIN AC RfAfOVAL 20+92.98 I i BEGIN 10 INDE G~ i 0 r 2 GRAPFN SC" k' A w mw 0' 20' 40' 60' 80' 120' 160' SCALE i"= 40' W c REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIfpED BY 1 QRjWN FIY I CH ED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Ac Ina Z vI DESCRIPTION: aTV aF E1MOp /T BY i f 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP DEMOLITION PLANS FOR y Co Ix al LOCATION: Tat QT SWX ANNOT ON RR HORIZONTAL 1 ' - 40' DATE: 02/08/07 BY: BY: VULCAN AVENUE. C -$ w a Rd= OIOP f1101/TAS U R K r O N D I I I I I N O I N E R R I N G LE RO PETE COT - ROBLES RECORDED FROM: ATASS am W 14d NIA 15070 AVENUE OF SCIENCE, SULIE 100 SAN DIEGO, CA. 92128 i R.C.E. NO: 41 DATE: DATE: LEUCADIA BOULEVARD AND FERIbES AVENUE 81-049 VERTICAL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHII D. BARHOUMI r x ELEVATION: 77.40 D ATUM: ALA EXP: GT -Ji-LM WORK PROJECT NO. CMSOOD SHEET 4 OF 36 LU w W I �I W T5I ° a_ I r5 z I I w w Z < 5 0 = O O W a z : I I a I w Si oI = I N Y .. � U w � I F (yS DEMOL/ T/ON ND TES/LEGEND y s,�{{i p REMOW 6' AC DM(E 8 2❑ REMOW TREES g I ❑3 REMOW PORAON OF EXISTWG FENCE o vi `' u - 1 Q4 REMOTE' ALL TREE STUINIS zj f ® REMOW CONCRETE DRIWWAY CL R.O. —1 ' I GENERAL NOTES O 1. DEMO TO BE PHASED TO ALLOW ONE LANE OF THRU T� ` A < <`�;� I ; �R.O.W AT ALL DMES DURING CONSTRUCIAON. `' ` P ; 43 +81.34 S �G, ri [� �V / ... �\'� \` ,, s \ "Y�OW `s: r� J EIVD 10' NfDE p4IN0 ,`� _. J \ i\ , ; , 43 +70.78 - `' pN 1 - J�O� �' �� ` +d am � i , "�� a b V A 4 t , ..:m 9x, , ^*+a "u T' f 'Y4 a '"� SS Z ,.,,,.� e'u,�„xe "a. 'Y , .,I V ^.it � 0a , 1 � l �.._. j 1 2 V � •� a 'x.,",x.,ly ` � .e, �. `� „„....� +, e ;: ¢ �. � .� ' G.. I � �` t ` �, � i p'� ., _Y� yam- �'y "*;�.. AL / - � / ,.. �i.,q s: ,„,,,,r ,. � - ).:.._ 'Y ,.., .,,*., ,��... »,y • .... v Y111 Ill. RE111S/V �, ” q ` �, d ..,.. a ..._ I / / :, , a R.O.W , 4 r , ' � ..,. ,�„ i ,. �.,,....._ ....,:.,.. �°^•_.:,,� ,� • ...... , ., %`,€`, fi ..ttaa2'r.,i `�, t. I , '� v' �`�_. _. ,..... y :;..�, ": •, -4,. / I v / i ,� .M, r r , � �,.. F .max , ;.,{.," /n ......,<,,. ' f. ,' ^, ,�€° ••.,., ¢ ._ <,. 4:,� ;-< H i�l .,..e.. 1,_ j J . , — , r�� , ". _ , / ,r ,. / , ^w., "^ < .t} ,._ ,k r �'..,^ _ L : ,sab txn a�x»:vs..a»,:.`' x u»~ s,.« : ,......M,,,..».:>.. :: � ,, , .�" / ; ` : ` �, .� ! .%, ; , ......., x, ~~,. '. `"j•,:....,,W,� ; ! ` "� F�v S � ya,,.,,w,� :tut Y '....._, .. ...._..,.,,,�... ✓ > g y r ;. / 1 1 / r w r , q � g : / �y+m f 8 �, r ,• 1 t 7. �^� <` ' � i'S dl` TRfE �ikJYAL �" � �''� � � e'r � . , . � � � �� r, .. r,. t ,,a r5.. 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N0: DATE: 7 DATE: LL HYMETTUS AVENUE 31 -049 �' RECOROEO FROM: STA�M�D 14Q VERTICAL � 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 Z tf G W ELEVATION: 774p n ATUM: 1LSL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHI D. BARHOUMI �J1_� SHEET 5 OF 36 w X EXP: WORK PROJECT NO. CMS00D CONS7RUC77ON NOTES " O CONTRACTOR TO AD,N/ST WATER METER TO GRADE 70 _ ��+ Q O 70 ?[� CONSTRUCT 6" TYPE 'G' CURB AND GUTTER PER RSD G -2 c O O CONSTRUCT 4" PCC SIDEWALK PER R G-7 o h CONSTRUCT CURB RAMP, TYPE A, PER RSD G -17 '^ 5r7 C -5 66 > +, 66 CONSTRUCT TYPE A AC DIKE, PE RR + CONSTRUCT 5' N OE AC WALKWAY _Z �+J W EXST. GROUND 0 CL � � 8 � �* � W O PROTECT MANHOLE COVER IN PLACE c� o — — -- — — — — — — — — — — — — — — — W — — — — — — © PROTECT VALVE COYER W PLACE (GRIND AROrMAO COVER PLATE AS w 62 / _ — 62 ACCESSARY NV AREAS LAMER£ GRINDING OCCURS) a ' O9 SALVAGE, TRANSPORT SIGNAL POLE TO CITY YARD. I = y w SEE SyGIVAL PLAN FOR LOCATIONS RELOCATE PLUG /CAP UTILITY BOX 4 N 58 " W �_ �' Q 58 ADwVSr FIRE HYDRANT TO GRADE AS ACCESSARY AN0 PROTECT NV PLACE w W 4i IN AREAS WERE NO CONFLICT EXISTS f ~ N" R a SAQVALL OLE�RE LOOP ON P AS LA SW 211 ^JJ 4i 1© 10' NUDE AC OVERLAY FEATHER /N STRIP PER DETAIL -S> ^ o I _.. _ _... _... ___ ._ • -�`a .. ,... ' _ O fO CONTRACTOR 70 ADJJST VALVE COYER TO GRADE 1© ADJUST ELEC. PEDESTAL 70 GRADE of EXIST. QROI/AD 1 R rC �� `�, 1� AD.C/ST ELEC. PULLBOX TO GRADE o �8 68 _. �` _. __.. _.. !;' I,,, 68 Q RELOCATE S7REEr SIGN PER OPWRS 08R£CTKJN CONSTRUCT GRA NTY RETAMMW WALL AROUND EXISTING TREE a PER RSD C -9, H-2.0 < i CONSTRUCT ROADWAY PAVEMENT PER STRUCTURAL SECTION AAO 64 w ` TOP OF CURB _ �+ , TABLE SHOW ON DETAL 1, SHEET 2 _ -_ — — --0 25 — — — I a ?7x t 13i — — — 64 4' HIDE 1 i - - i f — ® AC OVERLAY FEATHER NV STRIP PER DE e EDGE OF PAVEMENT — — — _ �, — — W ?© RELOCATE EMS77NG WATER METER. RECONNECT EXISTING 1" COPPER SERVICE PER W.A.S. W5-07• 60 N lT d�B PRC]FYE _w ,�, __ 60 ADN/ST VAL Q VE TO GRADE ,� W �. j �+ a © CONSTRUC r TYPE f MOUNTABLE DIKE PER RSO G -5 N n ., ` ' © PROTECT SOW POLE IN PLACE RELOCATE BACKFLOW PREVENTER Q 10+00 11 +00 12 +00 13 +00 14 +00 15+00 REMOVE EXISTING TREE -- 4 2 7NSrALC SS' OF 02" & A CX VdVYX cAl,# /A! it wit fitrAVf A/T?AC>• A TD VErt bE/ LpNf�i/�C VULCAN CONS CENTERLINE DATA TABLE HORIZ•• 1 " =20' VERT•• 1"--4' SYMBOL DELTA ARWG RADIUS LENGTH ^ i N13 *54'59 "W 275.14' S 2 N1545'19'W 22504' LEUCADIA CENTERLINE DATA TABLE ff11�� ` F� �. SYA�AL DELTA ARMIG 3 J 3 A L ENOTY N J � S a E �....• � � N c� � ` p > µ m � J � 3 N7475'29� ... 28.31' od v Y W =, .r'- ' 4 t7 f � 4 N747521 £ 78.78' gLw ya oi v gig ... <.,,_ ' 3 °' d VULCAN R.O.W. CENTERLINE DATA TABLE ct SYM9OC DELTA ARANG RA&US LENGTH .�� A,r_ R.D.W. 0 6 9 At N15 4.T47 W 439.65' - - -- ....... .. } 5 , 45Y9 "W 60.21' _ . w _...,..., z 7 _ 1D +� 8 7 N 1 11 +00 "r,), r� .pE. EXIS _ h CURB DATA TABLE . m ., a „,;' , e W _ _ ..... o v r t FXI <'�: ?2 6Y ru;^ .O.W CA CcmSTRUCwNCA 13 +OO 'r. 1 -� � �� 1 � �' �'��`_ �} 1 1 SYA9QL DEL TA ARNVG RADN/S LENGTH CQIIMIENIS _. �.� - - ��, r F �,..._ .. �� 1 N154S 19 W 10� 60 CONC CURB 5 �w•�� ° ��..�_ , , .� �ww uw ww� 1V it __.. .. �...... _�.........,... .,_ _ g ' 1 N127350 W / .90 AC DMCf n s �'" , \ � ....; — f :_-� �► ,� ,,.. - ' 3 N15'45'i9 " w ... - - �.��.. Ac ox�E _ � 7 4 N 2 •,," T 77c . TRANSITION .. �, S ! , et► ` , ,. 1 1 � 9 � ., - a e ,.. ° _ _ _ ..... ... ...... ___...... _ _, ... 5 ��1'42' 10.00' 2.54' AC OWCf .._..... .. _ .._.. W.. ..... 6 �B95920 30.00' , _ 47. J2' COWL. CURB o.. 7, �40 r 3 a I 2 1 , DAnKK.rllr L „ . s 1 x - a a' ` 47.13' COWL: CURB ?! � W AI!? 1350 "W ' fS.00 GNr. Lr� _ 1 w � � � ...70.00' r C" ...............a.: ' � ... � t � � ' ♦ Z of ,. > ' �` � ., . ..... t •.>h„z` :. ` , � ., \ U., \ • L, A Oki C 1t.. ,. "..l' , . C .. ck� i i c ... ✓. ..r ti, tlf' ,,U a: mac. �.. U X W )j p� j J r 0. "' h 'b .....-- ,�....^� , 1 �' � 00 l i c ,. ,; , Qc a . >- �. :P.i` x.�., �' J N c� ;fYt ti!�rddld� w s u N Lb 1 " �! V w sr ad + g � �� MA 50 , � w w � TCHLINE � \ ? 4 I A�3 SEE SHEET 8 ne Q .._. N ' s�E uNnscAPE ARG�HI roc rs � PLANS FAR SIDEWALK PERMISSION TD GRADE DATE - - -- KKCAN A WOVUE ON FILE KITH THE CITY ENOWER. SCAL FOR OEMM71ON PLANS SEE SHEETS 4 AND 5. GWAPMIC SCALE FOR DRIVEWAY PROFILES SEE SWET 16. 0' 10' 20' 30' 40' 60' 80' W FOR -90W AAO STRIWNG PLANS SEE SHEETS 19 AAO 20. rs7 d FOR LAAOSCAPWG PLANS SEE 9 fTS 28 THROUGH 32. SCALE 1". 20' a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE " Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. Z /tL�NfE UM�L. 1 -19.07 APP PLANS PREPARED UNDER SUPERVISION OF RECOMMEND R STREET IMPROVEMENT PLANS FOR CO3 !T DESCRIPTION: dTY 12F LAS AM / 140 �� VULCAN AVENUE W " LOCATION: AE OpP 81i AN/AOVT OlY AP HORIZONTAL 1' : 1O' DATE: 02/08/07 BY: - BY: C W Roll= OWN f)Y NTAS AI In R E r O N 0 ■ N G I N ■ ■RING PETER COTA - ROBLES � � /�/� RECORDED FROM: MSS = STA1100 X ma VERTICAL 1' + 4' 15070 AVENUE OF SCIENCE SUITE 100 SAN DIEGO, CA. 92128 I . e.� R.C.E. NO: 41r� DATE: 2 1Z /7 DATE: 7� 7- - L q 8TA. NSW TO 8TA. OO SI�O48 Z ELEVATION: 7740 D ATUM: �S/ 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI �� SHEET 6 OF 36 W EXP: WORK PROJECT NO. CMSOOD _ CCWSIRUC77ON NOTE'S Q1 ctiw>RAcm rO Aawr N(4u 1ErE1P m amm 70 PI e _ _ ..,. " P _ _ . _. .. .. ..... _ . .. _ . APL+ICT 6 TIFF G aAIB AAO GU1rE1P ER RsD G - 2 IXNSAPUCr 4' PVC 9MINK PER RSp C-7 Z R „�` ^ Q caysmUCr ame RAw, TIFF t PER RSD G-27 wi 56 Q town 1CT TIFF A AC LMYE, PAP RSD G-5 4 . _ . _ . _ ©aNSrll�uc r 5' Ac mom 'rw r w W O7 Pffoarr NIw E cotim N &4a: nST. E aP01A1D I KY w `�' _t 1 . ,_ 8 PIPOIECT YNLif a71E)P M &4x filiNlO maw comm comm PU1E AS si _ 4 AE�NY N AAEAS Mgw awsm ocam) _ W . O9 SAL YAf& nvsvOPr saw PaE m arY YARD 517 Wift "POP L= MW AELOCAIE FLwvt.AP umurY aw ` 1 i 4 1 Aawr m mmwr m a w AS AEaESSARY AAD FRor cr N PCAx o ail N AREAS MIJE NO CQM�IA: EJiNS @ MUM XWW LOWS 11 MW AS WW g ® 10' WE AC OWWAY fFAW N SXW OV? WAI OAYAPACRAP to AaUST YNLIE GbIt1P R7 aPAc A&wr ELEG PEDESTAL fro amaE ansr. agauwv Rr >C � r`�. ®AaVSr am maw maw r0 aPAAE o © A MOCA IF SrAEET = Pff 0WOV"S =rKW _ 1 ®OQIfSl1i1ICT (iPA MTr AETAmc WILL mom Ai0S1AVG AEE w 'i PER Aso C -A N+20' CL w * ~ w w ( X C Mf MIXT A�AIOOIY PAiE Mr PER SAII/CRNM SECMW AND 7W C pAi� l (� 4 TAKE WO of =At 1, SW 2 — — — — f ®4 WE AC OIE7lAY fEAriER AV SW t>f s� P TAN: WX OF PA W3f Nr — E — — — — — — '�` l W © AUWI IE ER SfRMCE' ZWX WE? ? &W.. ffW MWrT EJVWX 2 _ �+) 1' C PP X WAS _ _ _ _ . ._ _ . _- _ .: _ _ _ _ . _ _ . _ _._ _ _. 60 ®ADd/ST YAL W >n QPAL>f' d © GtiMSAPUCr w E mm mew aw PER RSD C -5 MOIECT =W ME N KALE ©AELOCA>f BAQrFLON' PIiEIOVA9P AE110W fXSWX TREE 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 ® 0 Ak4TALL 55' a• 42' &Aa( Iwx a1,w LNwr fAMCI< Y LE p ® cavmAcm ro $M PW ar SERWC & LOIEIP AS KO AWM t0 �� VULCAN CONSTRUCTION CENTERLINE DATA TABLE WRT.• 1 ®'� SWIX VaT RAVW LAMCr11 1 Nf5w 39'M 27514' 2 N15'45Y9'II' 22504' s J Q LEUCADIA CENTERLINE DATA TABLE w M Ca,RS "_ �I b S1i6Ct a2 R/f.W LL/A�I W M ca 3 N74'f579'E _ S ;O L� 3 I ;- - _ -0Q ..__"._ (r w 9 VULCAN R.O.W. CENTERLINE DATA TABLE k3 ^d,.57lJFWAfx - 0 6 9 fWa Mr RAAW Lmsf -� ,. t?iKi R.aw ,K Ex 5 N15 4A65' z ` 7 / n 4 .... ........ d v .n... f .5 ...:x..v..u,.. n. ,.. ,...... ..> ...... �. -. ..i .,. ... ,.... �.. _.. - Y 3 __ . I/C! ANN _- o 1 00 _ L� U _ 11+00 r':`XI.St 8 . II£nR.. E`XpSP e sF#fp 1 ._ .._.. - � . « � ` ; ~ CURB DATA TABLE �,._.. `'`.) SW& �Lr AM= LfAK►K9N COAMIS .,,, l .. A . a.., v .,.'.l . 4 v . ,... ... A v J.. .. . .. a•_ - ^ ..., v u rF.' .::: , n .'P. .d::. •• {.v F a r ..0 W 1 ? M1273" T'3a�' AC Aff � 3 Nl5>LS'19'M' 1M.d?' AC Off 4 &21 �� Ia00 52P' AC dltE w _a_ * 254' AC OW E 5 ' , 7 7.12' ��dY'.79� .AtOO 4 cm an c 7 X90170'40' aaan 47.13' caw am Ss 4 � F Ay Siff cm am i� t !! ._.... ^. a_ .._.._ w x MA TCHLINE � 10 +50 z jj if p q p SEE SHEET 8 vi Li t r1 p v. a Q ` U IrPE A EM V : < O 6 Z in a K�CGW A IEME c be AgFE~1S� AI EAgmmi» SCALE.- 1 -20, C FOP VAWNW RLAAS gr 9073 4 AAD 5 dlAP#W SCALE J FOP ATIM Y FRO ES SE E SAW If 0' f0' 20' i0' 40' d0' 80' Z POP LA I WW S PEAKS SEE NN OUCH 3? AV 1 = 20' � d C ilk SON APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. z AOD 044, 2 9 7 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED STREET IMPROVEMENT PLANS FOR DE SCRIPTION: W' � � � 10 Y af[�MAfWI70 pry, MDIEO 1W L OC ATION m � �■Imlev► � � HORIZONTAL L� DATE: BY: BY: VULCAN AVENUE C — 5 w 1•IOCS GIB �flLt LIL &E TON* N t t N� 1 N�� R 1 N N LEROY SODAS PETER COTA- ROBLES (aowsr., sHmn9v TounER, R.C.E. NO: WAIT STA. 10 +00 TO STA. 15 +00 SI -049 C -1 A10Er C � ORDED FROM: W ' �� t� VERTICAL 1*- 4' 15070 AVENUE OF saw, SUM 100 SAN DIEGO, u D, : 92128 DATE: DATE: Z VATION: ITS e ATUM• LS su.38s.0500� su. EXP: WORK PRO PROJECT N0. CMSOOD SHEET WWW.14OLTE.COM IBRAHIM D. BARHOUMI Q},x� SHT G OF Jd w _ CONSMUC110N NOTES o Q1 CONSTRUCT 42" HIGH CHAIN LIW FENCE o N + PER RM SAM 112, BLACK IftA COATED. 64 O ° 64 CONSTRUCT 6" TYPE 'G" CURB AND CUTLER PER RSD G -2 Q CONSTRUCT 4 PCC SAOEWALK PER RSO G -7 1 . , O CONSTRUCT CONCRETE DRIVEWAY PER RST1 G- 14A � I I � mil CGWSIRUCT TYPE A AC DIKE, PER RSD G -5 60 WII 60 �I Z EXIST. GROUND O CL 6 a zl I J O CONSTRUCT 5' WOE AC WALKWAY (2' THICK) w _ O7 COV7RACTOP TO KILL ? fX1S1MIG 1" WATER SERVICES AT THE MAMV ' • V AND MVSTALL 2 NEW WATER S£RWOES PER W.A.S. WS -01 AND RECO0MCT PRIVATE PtLIMNA4y. � z ° 56 r��J 267 56 1. ° v J q ) J 30.66' ® PROTECT EXIST. UTvey VAULT IN PLACE ° zl ` 4 3 a O PROTECT MAMHOLE MV PLACE wI .. 24.67AY H * 1� PROTECT VAL VE COVER NV PLACE riz zi ` F'v '^° �i a �i 1© PROTECT LIGHT POLE IN PLACE w o O ` 4' 4' 3' 21.3 1© PROTECT STREET SIGN M/ PLACE -_.. _ O .. �? • ., . ... ► ` + `�! 1© AD.VST PULL BOX TO GRADE M77NG GROLMb • 1© CONSTRUCT ROADWAY PAW101ENT PLR STRUCTURAL SEC71ON AND 1 i + 68.40 SACK WALL S I CL 68 `� J ,� �n. \.. EXIST. GROUND- O RT TC 68 r , 4ZTS _ V 6 6 68 TABLE SHOW AV DETAIL ), WET 2 1 §I A .�' h w'� v l V ' 1© CONSTRUCT MASONARY WALL TYPE 3 PER RSO C -3 `F Zj V ^ TW 66.97 g o .d ro X e [ FMNSHED GROUND ` 1104- n AND PROFILE AT RKHT N 1 I + TO° AF CURB n 8 (, _ o 8 } 9 N • BACK OF WALL � � F 5'h GROUND RELOCATE TRASH REC£P1)CAL. e � EAIS74VG �! 1 RELOCATE EXISAW 7RAFRC 57GV M 64 � 104X ^...'/'.. \ `,°.V.. �`...... a v _..... 64....... ,r' /... o 64 ......... _64 OROUMO • _ 64 ) _ �� BACY A� WALL 1® 4' MADE AC OVERLAY fEA7MER /N STRIP PER AETAAL e D GROW RELOCATE CABLE PEDIESTAL BY OTHERS RELOCATE BACKfLOW PREWNTER 60 Q " - s A.... BO e 60 60 °^ 60 60 RELOCATE CABLE PULL BOX ,� ZZ ,- m ' T 3 4' 4' 4' AC DRIVEWAY OVER 10" AGGREGA BASE OVER 12' SUBGRADE SOIL COUWACTED TO 95X' RELA77If COMPAC77ON 3 4' =44' Z© CDNStPucT 6" CURB PER RSD G l IIfALL 'A' P�7LE _ IIG�ILL '�• PR�YE 15 +00 16 +00 17 +00 MaME VULCAN CONSTRUCTION CENTERLINE DATA TABLE HORIZ• 1 " =20' SYMBOL DELTA *W RADIUS LENGTH VERT..• 1 " =4' 1 N15'45'19 0 W ... 42.93' 2 Nln555 0 W ... 250.11' CURB DATA TABLE SYMBOL DEL TAIWAW RAAVS LENGTH COMMENTS 1 N15'45'19 "W ... 72.92' CONC. CURB 2 NIi'Z /�6'IV S� ee c.a�e'Cd N Lu -K B FXII< R.O. W. 2 1 1 1 1 , 1 EA7 T I,. 7 N1545'19 (r//*' CaNC Cott O v, _.. B S154519 . _. 17193 5 n e, CON IKW C/L 5 8 = , 17 +00 _,_. __.. __ .... 5 I � _ ...... ... ....� VULCAN R.O.W. CENTERLINE DATA TABLE ^ , , > - -- " °° SYMBOL DEL TA RMNG A RADIUS LENGTH _ .. . 45'19" OD' 3 Nis W ... ZT9. - UN A W 4j J J 7 -j * _ _ ..._ _ QJ FOR 9& FO DEMOLIAON PLANS SEE SYfIEETS 4 AND 5 .. �` ♦ ` %. r =;. . «. R.O.W. I R.O. W.� i ' FOP DR/ VEWA Y PRO7LES SEE SMELT 16. (� v `' WG ND STRIPING PLANS SEE SHEETS 19 AND 20. a ry A ..,w � � • I q FOR LANOSCAPNVG PLANS SEE STN££TS ?B THROUGH 32. • ,.i6 E , may. U W _ N � ,• r" a f 7 ti SEE LANDSCAPE ARCHITECT PLANS FOR SyDEWALK ] 3 z ; , .. S f ti ...... ..... oc .O .. C] 3 x w w i 1 0' GRAPhW SCALE 40' 60' 80' PERMYSSTOW TO GRADE' OA7EY__ -- K# CM A rt74�lE SCALE I "-- 20' K ON RLf INTH THE CITY ENGMIEER. SCALE: 1 " =20' u C L CL t a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y H Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z Aw1s ! cA mbig� S �� DESCRIPTION: d1Y DE EIIKyI/US � / 140 PLANS PREPARED UNDER SUPERVISION 02�0B�07 RECOMMEND APP STREET IMPROVEMENT PLANS FOR W v LOCATION: QaR AevnovT HORIZONTAL 1 20 DATE: BY: Y: VULCAN AVENUE C W )Rd= Ole E>m TiLS d.IQ BEYOND R N@ I N R E R I NO 41756 L OY PETER COTA - ROBLES Z VERTICAL m R DATE: DATE: /�/� RECORDED FROM: SASS amlr STAiM�D QC Na 1• 4' 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 NO: 2 STA. 15+00 TO STA. 17+98 81 -048 C'3 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHI D. BARHOUMI Z X ELEVATION: 77.40 n ATUM: ILSL EXP: 0. -31-00 SHEET 7 OF 36 WORK PROJECT NO. CMS000 W _ CONS7Ruc7701v NOMS 0 p 6OMMII}CT W MW ~ L wr PEIN'.E 1 PER RSA "1Z A" W)t. COA TED O AIIACT 6' TIFF ti'' GYAIB - 4 _....- _..- .. . _ ? CdVS MINI Guru PER R D G 2 __ _- � 84 CQYsmwr 4 PCC S WNWX PER RSD G -7 LAJ CzIVsmwr GTTMpf w zwwoY PER RSD G -14A — — — — — 60 ® 61LIYSmucr r1PE A AC am PEN Rw G-3 4I r^ J awr. lArom • CZ ©GYiyVS11MLCT 3' MAC AC M1ILKMI Y (Y 11At ) f vJ .. • • '_` ? _ _ _ U7 lxM1R4CIW R7 I1lL ? FVW 1' MIEN SDPIIIGES AT HE' YAW V _ AND A STAU 2 AFW IMAMS 9MM PEN WAS IUS-01 AAV Lf. AE0010ECT PWW7E PLUAVER. W~ _. 50 _ „ _.. ®PNO N PLACE _ __ s 56 O �. � .. -. TECr E7rST u7urr nIU r g O9 PWIECr AbWUE N PLACE © PrIO7ECr IwLIE aolow' N PL,KaE a PROTECT LAWT PVLE N R" oz a: © PW7ECT SMT .%W AV PLACE O 8 al © AaUSr FW &W TO aW 1 w E *wa Qum 0 © Cti1YSA11ACT X14 MAA Y PATE Mr PER SW CAAPAL SEC710V AAO d1 T _ l 40( IICL TAKE 3WW QV WrAl 1. 9UT 1 l ko 8 ! _` 1. _ - T. 4 ,.1 RI -7L _ ® awnWr 11AS~Y OWL T E J PER RW C -3 TM1 AK97 AAD PRCI�E A T ANaVT i 1 . w 1Lw CF am FAM95ED °I'Qa'11° e� � • f,s141rc ,� 2 ®AaocA YE MAW AEC>P7ACAC O7._. .,.__.VT....... . .. _....._.._. w ©A CIFiTA^ MOM SW 1 o ! 64 . _ _ _ ..... _ ....... _. _ ( 4' WE AC OWWAY PEAAA<N N SAW PE? MW 2 -- w ^ ►. f�VSiA<D.�� Z � ® AELOCAIE CAKE PEDETrK BY 01hENS • FACr OF MILL 1 ,..._. U _ k IL V f �. _ g _ k �` 3 CA YE 8Ap6r10N PIE1t1111t7P EW OF PAIEIEI(TJ w w 60 60 xaorAw CASE PILL wx 4 4' 4' ®4' Ac gwwo Y ow to` Aomr.4 E a4sr oIEN f Y SL6AP w f0' SIX COWACIED >0 959 AFLAME CaWAC" CXNS'7AICT 6 am PEN ASD G-1© rwt ; 'A' ALE MAY[L �' P�FILE 15 +00 16 +00 17 +00 VULCAN CONSTRUCTION CENTERLINE DATA TABLE Sun HQRIZ: 1 . SWIX W T RAOMUS UW#f WRT 10-4' 1 N/3�SY9'N 4t9J' 1 N1776'56'II' ?6gi1' CURB DATA TABLE S►11 W ga TAAEMW &M6 lEIWC7H o;M a7S ® 1 N15'4570ir ... 729?' cow LTA 2 N1970'4YIP ... 79.ar AC Off m F 8 R.aw EX's 8' 4 ER1 �'IGNAp BOX v, _ . 244' AC WE l O \, \ \ \ \ \ VULCAN R.O.W. CENTERLINE DATA TABLE gar RA0W LOCO, sera \ �, { \ W v 2 _ 1 Lai FW Q&WXV PLAITS SEE S ihfM 4 MO I _ pow R.gN FW SO= AM S11 W PLANS SEE 9 AWN 19 AW 1Ct FW LNID�VG PLAITS SirE 342W 18 11#ibGQH 7 W V ..= 7EC PLANS M. b F ' ►�� Z �II d c W Q IRE V) � ¢ c w® ® m o' fo � 40' 60' so' uJ KirGAIN A WME c SCALE 1 = ?0 JO QVP gA .SL��1 ?lO Z a r w ¢© REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO z IM m m AENSE CIA9� SMNNIX, t 1 9 7 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED STREET IMPROVEMENT PLANS FOR N ma pTY DE SCRIPTION: d/f' tiL OF - AQD C(A� Mf/LC, PEINLY, t 6/72/taB L OCATION: AF C» I dN AN HORIZONTAL I'm A DATE: a/1>d/b7 BY: BY: VULCAN AVENUE C w REW EW OF CONSiR1/C" ■ L4 LIn s a r o N ■ M Al 1 N R 1 M t LEROY SODAS PETER COTA- ROBLES ♦ Z CiORDED FROM: �$ Std Ila VERTICAL 1� + 4' 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA: 9212! R.C.E. N0: p '� DATE: DATE: STA. 15 +00 TO ST 17 +93 SI - 0 49 � 2 VATION: 7ZAR D ATLM: A e EXP: WORK PROJECT N0. CMSOOD 5e.3a5.0500 TEL 8W.M5.0400 FAX WWW.NGLTE.COM IBRAHIM D. BARHOUMI SHEET 7A OF 36 w c �� 7.12'... _ PROP yNT L r JX c a CURS DATA TABLE CURS DATA TABLE "' SYN 19a DEL TA ARING RAAVS LENGTH SYMBOL DELTA ARWG RADIUS LENGTH TON OF 100' W � � � � 70 co * 70 1 N747521E ... 127.37' 14 5747521'W 128.40' PN STA 10+90 a $ ^ ^ L - - - 2 540'59' 400.00 39.68' 15 N1544'38 "W 11.03' * g $ PN ELEV = 66.00, g �n `� 1.4 _ .r + �_ G.1- 290 + 19 `� I� 1. S 1 ' S - - - - 3 N795620E 3824' 16 S1544'38 "E 11.00' 0.... ___. w ` " O {{ wi " � h CO. = 1,29 4,'_ `s$ _ _ ... 1.19.1 - -_ - ^- - r - � _ 4 95'4058" 300' 5.01' 17 90V001 . J00 4.71 ci� 8 W;i 66 �`° I - EXISL GROUND • LT TCJ _ 66 5 N7475'21E ... 49.99' 18 637545" 10.00' 11.04' L i 2.55 S 6 N747521 E ... 50.09' 19 S15 4 4 39 E ... 7.50' .. A LD: i w 1:04X LEUCAW g V 7 540'59' 400.00' 39.68' 20 S15 44 39 E 7.50' < s ° YIXCAN AIDE ' q �'�. B N683422 f ... 155T 21 6375'13" 10.00' 11.04' 72 (� 72 9 5'40'59' 100.00' 9.92' 21 N7475'21 "E ... 354' a a DO' YC ^ W 10 N747521 E ... 42.59' 23 N747521 E ... 27.60' W i g PH STA = 10 +90 g a6 * ` O [x 11 637523' 10.00' 11.04' 24 5747542'W 9.42' PR �` �o PN ELEV =6623 _ `� 1.29 -- - - V 12 S7474'36 "W ... 10.50' 25 N7475'21E 7557 68 Ed c� ^ lv o N - - - - rt - - _ - - -- EJ17ST. QROUMO O CL J � = 1 545" ;+ J 68 13 637 1000' 11.04' LEUCADIA CENTERUNE DATA TABLE /I SYMBOL DELTA ARIVG RADIUS LENGTH G I 21P BNC (/� v W 2. 1 N747521 "f 47500' CONSTRUCRON NOTES ^ PO4TTON OF 100 �C _ ' ` 70 •ti p* ' `O Q1 PUCE 2' MW. AC OWRLAY o 70 PN STA = 10+90 4d + ° O Plot ELEV = 66.04 N 7.13' aj� GI 29O>< ^ N b 1:41 ^ _ _ 2 CONSTRUCT 6" TYPE C' CURB AMO GUTTER PER RSD G -2 F- &0. .90% 2� '� g e _ 1.29x - -- O CONSTRUCT COLORED 4' PCC SMEWALK PER RSD 0-7 __-- - -- 4 4 4 4� ,` `� ig 66 34' i$ 1'29X - - PROP. RT TC O CONSTRUCT M001FTE0 CONCRETE DR@£WAY PER RSO G -14A (bODIF1E) GRADE = 4.641[) a 'o _ - - , a EXIST. G ROUND O RT TC 66 O5 CONSTRUCT CURB RAMP, TYPE A, PER RSn G -27 a °�' 2 x 90X © CONTRACTOR TO PROTECT EAISr WATER METER IN PLACE, - - - J AD.VST TO GRADE NHEN NECCESSARY O7 AD.USr UTILITY VAULT TO GRADE 62 � � 14rl�1T d� PEE 62 ® AD.USr MANHOLE TO GRADE - 2.55X LEUCAgrA BL �D O9 U TX/ TY BOX TO BE RELOCATED BY SDGd�E 1� CONSTRUCT CONCRETE LUG PER RSO D -63 TO CONNECT PROPOSED 12' 1.13X RCP TO EXIST 24' STORM DRAIN LINE, FL O EXIST. PIPE = 64.91' _ _W/LCAN A W. 1© SALVAGE, TRANSPORT SIGNAL POLE TO CITY YARD. 9+00 10 +00 11 +00 12 +00 13 +00 14 +00 SEE SIGNAL PLAN FOR NEW LOCATIONS 1© REMOTE AND SALVAGE STREET LIGHT SEE LIGH17NG PLANS FOR NEW LOCATIONS 1© RELOCATE WATER METER By DisrRicr NOR1Z.• 1 -20' 1O RELOCA IE fENCE PERT.• 1" =4' RENIUIE AAIO REPLACE STREET 57GV PER "WO PLAN SHEET 19 1 3 ©VAC�j11Ahwlaf TO Of RECar.ATED BY s� w , Rf�a ,+TE ROCKS PER OWNERS DIRECTION DIRECTION cw SBC PEDESTAL TO BE RELOCATED BY 0MRS ' W �° g I 8 8 s "$3 ® REMOIE ARID SALVAGE EXISTING LICIT POLE : : n � � UTILITY VAULT TO BE RELOCATED BY XC&E R.O.W. ^ ^ o f = RCIIR R g f " N v� R ® PROTECT IRE£ IN PLACE RE MO � fENC EN C ^ } ^ '` tg p "f ( ^.._ E I ....... F S• � , < 19 H 20 6 AN . E ( ©CONS TRUCT L1pVC DRY bl�WAY PER RSD G -17 11 a o; SEE LIGHTING PLAN FOR LIGHT POLE LOCA TIONS ( E"r d .:e` r e ° CONSTRUCT TYPE B -1 CURB INLET PER RSD 0-2 _`. � 1 w � r • ,f o w. 9 19 Irl CONSTRUCT ROADWAY PAwwN PER S7RUC7URAL SECTION AND _ .. ._. p jJ / / . i rA61Lf 57ioNH GW DEr AK 1 r ShLFf 2 g O PrROTECr TRAfFTC S7aV POLE IN PUCE : � � � ® L i/ !i i i � 4 z i E ' ' i Y 3 ' T2 b£ X E ' SIANC IAE WM DRAIN PER RSD D -60, 56 S' ' % i ' SEE PROFILE M, WEET 16 FOR STORM DRAIN PROFILE W W W . AD l/ST VAL DES TO GRADE SEE DETAIL J ' i r i i - ... ... i r . .- �, i i ' '� i i i - i �/ RE BACKfLOW PREYEN7ER. L 4j _ � / , i � / T © ice,/ /: ' i ©RELO ATE EXISTING WATER AAE TER . RECONNECT £XiS1ING W i 1* COPPER SERNCE PER WAS *S ' ' ice% r � © INSTALL 3'X4' TYPE G CATCH BASIN PER RSO D -8. TOP OF GRATE ELEV. = 68.30 Q- / i 2 6„ 6 3 5 ES k ® INSTALL 12' C -90 PX STORM DRAIN PER RSD D -60. INN. ELEV. A CATCH BASH - 65. 03, S =0.02, L =5.64' a o , a © REMOTE EXISTING TREE, UNLESS 07HERWSE DVRECTED BY THE ENGINEER PEDES TRIAN LA D1E G ONLY PER rAX , 9YEET 2 Lj w .. r .., ,y C - __. LAW I 8 o.W J , 8 GRA Sff LANDSCAPE ARCHIIECrS ^S _ _ PUNS FOR SIDEWALK p 4 u M : „gip u, t * �., @ ADM IN I FOR DEMOLITION PLANS SEE SY#EE7S 4 AND 5 ^ ^ .' fi FOR DRY I£IYAY PROFCES SEE 9*cET 16. � E L ELCAM A WD FOR SIGNING AAO S7RA W PLANS SEE SHEETS 19 AND 20. 0' 10' 20' 30' 40' 60' 80' SCALE. 1 " =20' FOR LANOSCAPWG PUNS SEE SHEETS 28 THROUGH 32. 6 SCALE 1 "= 20' a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y Y APPROVAL CITY OF ENCINITA8 ENGINEERING DEPARTMENT DRAWING NO. z Lm I DESCRIPTION: i7TYO1FE11�lIUSBIL i f 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND �� APPIR _ ^ , STREET IMPROVEMENT PLANS FOR �r Ix LOCATION: TIE CM BwlaaE AN/TIEIVT av W HORIZONTAL 1 _ 20' 02/OB/07 /O� / L - LEUCADIA BOULEVARD _ ETA C_7 W DATE: BY: BY: W gA "S MEN S AV E E r O N D E N O I N E E R I N EI PETER COTA- ROBLES 15070 AVENUE OF SCIENCE, SURE 100 SAN DIEGO, CA. 92128 �- N RECORDED FROM: BUSS Or91! STAl1�D OC 141Z 4 DATE: DATE: R.C.E. N0: 1417M t� ® L ��0 STA. 60 TO STA. 13+715 81 ELEVATION: 71 n ATUM: YSL VERTICAL 1 ` 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI SHEET 8 OF 36 w x EXP: Ltd -J1 -� R.C.E. 18189 WORK PROJECT NO. CMS00D CURB DATA TABLE CU DATA TABLE Ail i I I I / I I a , , ® ■� Ill _ r r n i N r1� ^ n 1 w n ` n n a M all WArof :I JAIFF r Pei" � fi i1 / n .� .. 1 w • L , ifi1�} MR FF :__ .�.� . s�� aw. a,.a � �+a. �� wrrw� vw rws� w� rwo- o r® s � Fi� �I�Y� .� •.•�� _ I�1��.� ♦. L q �: v � r I � •f, o •af ,�� . _ / /` .. ✓ � � � i' � - �a.em �.o ., .. I � r {{ •� •�� C. G� �� f� fs J r' i ✓ C/ �. /, V i r � � ' � ,� : r • 7 l J7 � � •, � R L /, � ]/ I; /•�' „• as //. /� � �►- ', Ila ,�� $ � � / .. ... � ... ,'T'�" • i i'Vr• �r •✓ `� � � �I'�� '°"""°".,..ire ti ... °.. a � � � � ./ tta.��.:,.�j�•�.�. :�. =.�— � s � � �.. ten• ..c-. m = :.ar�� :.y,rr�r s •: � , ` n .rimer. ig;;:y W t _ - a ``�, ��FM � -c A M■ � I � ©� O1 •f •� • .. Isl I. r : �, &;� .• °: ®q•y'sM•; NOW ! IC i�e + °e °:: °: *:�te•a M� I:KI1•l.iJ��•l r �� Cam ♦ "'T,. ` i �, I �Cr / +/ _IIA• / 1 .r ' �!r , r y . � •� a 1 1 / a n 7 • • a• ® a a a • ® « �,;7{ ; r ; n1aa �+: 7.\ :� =1a X• : „]:jam APP ROVALS • - • PLANS PREPARED UNDER SUPERVISION OF 'IRECOMMENDED APPROVED STREET IMPROVEMENT PLANS FOR 7111.� 0, 0 DATE: W1107 BY. BY- LEUCADIA BOULEVARD BEYOND ENGINEERING • S C I ENCE , 1 D ATE- IF 1 �. gr &, 15070 AVENUE OF CURB DATA TABLE Q_ SYMBOL DELTA ARlNG RADIUS LENGTH NOTES OP. LT TC 750 13.60' 10 15.83' 11.86' 15.60' ��ac N .1 1 N7475' E ... 44.18' 6" TYPE G' C &G 5. 00 1301' 6 49.53' 801' /� T` 1S+ b� 8 V d /2 d /2 11 12 +$ 74 86 2 29 17.00' 8.81 6 ' 5 " TYPE 'G' 'C9G � 8.81 3 10.55 /4 I /4 /4 /4 74 7 �'�� ^ =� W ^ Q g h (1 17.16' + ., ^ 25X 4C A 3 2624'16" 13.00' 5.99' 6" TYPE 'G' CA:G w \-=J v °a ^� ^ ^ LEUCADIA BLW + 4 12U5$5' 50.00' 1056' 6" TYPE 'C' 'C9G of ^ ^ 3 `' m C' C8'C � � 5 0370 31 " 223.00 1301' 6" TYPE e 1.62X YC 82 6 7440'18' 3900' 49.52' 6" TYPE 'G' 'c&G °I 1.62X 4C 70 w1 70 J 1 1 29 X HERAAES Able T 7 N12;3406 "W ... 8.01' 6" TYPE 'G' C&G zI A . EXIST GROUND 0 CL - _ _ 8 N227021 ... 750' 6" TYPE G' 'COG EXIST. GROUND O L T TC w WN OF 200, o L 9 0872'10" 95.00' 13.60' 6" TYPE 'C' 'C9C < s LEFT W PARFYF w PN STA = 15+75 `^� 78 10 48 28.00' 2383' 6 TYPE G CA:G ^ PNELEV =72.51 ` 45 Y w G.l.= 1.29 I1 0743'3' 11.66 s TYPE G C9G o a G0.= 3.94 12 1752'58' 50 00' 1561' 6' TYPE 'C' CSC 13 06170 JY 223.00' ?3.29' 6" TYPE IV Cd'G 14 547540" 28.00' 26.52' 6" TYPE 'G' 'C&G Q + 74 „� ^^ r N. a `Ri a 15 1940'26" 77.15' 24.09' 6" TYPE C' CMG ^ N V 16 N1544'16'W 575' 6" TYPE G' 'CSC ^ e 1 7 7175'21 " 38.00' 47.26' 6" TYPE 'G' 'COG - w Ed _ ;. ^ 74 18 04 4747 118010 9.88 6 TYPE G COG 129S I al 70 EXIST. *a- o a - •- 19 16'51'50" 50.00' 14.72' 6" TYPE C' C8'G cs ,; 0- 7 c�s O-4.D c� 20 2650'00" 13.00' 6.09' 6" TYPE G' 'C&G V =4.85 s _ N 1 81 H _ 2 �- 21 294436 5.7.00' 883' 6" W 'C' 'C9G b W N` 70 �r 5, 70 22 N747521E ... 46.73' 6" TYPE C' C&G 23 N7475'09E 2098' 6" AC DW(E o z (J- 15 24.09' _ 1 13 4 .52' 2339' W41 •5 '36 24 N4575'09E ... 8.21' 6' AC AWE 1" d/2 d11 d12 d11 d /? d12 N ,, �, 25 S8676E 13.51' 6' AC ONK£ < 982' .09' 14.72' 9.88' 17 47.26 751 o a d / 4 d / 4 d 4 4 18 1�+ �; �o `� 26 N75 " "£ 13. ?4' 6" AC DM(f 21 20 19 18 / N� ^ ^ + 74 66 ; �- _ 1 N 66 74 N3 4.30' rTi m� CI " Oi� N r �a 27 5845108E ••• 10.67' 6' AC Dk(E + 2.6% w ( I � '`3 N46;3824 "E ... 7.87' 6 AC DIKE B4 N _ D s r. 2X VC LEUCADIA VD Q c EXIST. 8" bCP �5 3 1.72XW A{E MR ^ 1.46% HEMS ASE r AE1lJ 7 6 2 1 w.. 62 LEUCADIA CENTERLINE DATA TABLE 70 1, PROP. R TC © I SYMBOL DELTA ARING RADIUS 1 N747511 219.80 LENGTH � EX /ST. GROUND 0 R TC S (2) 12 � C -900 PYC rOQA/ DRAIN 0 1.00 2 25 43'11 " 1000 00' 205.80' U BMW Slow DO" PADME 15 +00 1 6 +00 lloR 1' =2 0' 17 +00 18 +00 HERMES CENTERLINE DATA TABLE 14 +00 VERT• 1 " =4' SYMBOL DELTA ARANG RADIUS LENGTH I N154449 "W 69.04' 2 S1544'18 69.e0' 5. SEE LANDSCAPE ARC 17ECT'S d FAR DEMOL 111AN PLANS SEE SHEETS 4 AND PLANS FOR SIDEWALK FO GRRADWG C E C77 N SE£ .MEE 17 STORM DRAIN DATA TABLE / FOR LANDSCAPING PLANS SEE SHEETS 28 THROUGH 32 N15'44'J W r FOR SIGNING AND TRIPWG PLANS SEE SHEE 1 A 0 SYAABOL DEL LENG1H o �' , . ,. ,� ^ v CONSTRUCTION NOTES A Wf /S ;...,. PROFILES r a *t f r ,. y i• ® T WATER MEIER 70 -GRADE SEE SHEET 14 ,prf or M1" RELOCATE MAILBOX 3' BEHIND SIDEWALK. O PLACE ?" MIN AC 04ERLAY AS REQUIRED N 22+ 7 4 � + � + f � x r � �� ' P " � � € r� ® R£MO& TREE 2 CONSTRUCT CONCRETE PA WRS PER LANDSCAPE PLANS AND DETAIL 6 SHEET 2 N_ 44 THIN �� - �� o $.._.. h N ^ { MA �; cg k� � ©PROTECT TELEPHONE R1SER NV PLACE �3 CONSTRUCT 6' TYPE $' CLNPB AND GUTTER PER RSD C -1 ti '..... ti ; r; v "..... J E �: "^'^. L CONTRACTOR TO PROTECT EXIST. 4 CONSTRUCT 6" TYPE 14 -1' MEDIAN CURB PER RSD G -6 "ea �. N �r s ... �1�w O SEE PROFILE SHEET 17 �o of - "1 NhI UTkITY BOX NV PLACE ADN/ST ^ so X N Y^ +�„ ., _..I TO GRADE EN NECESSARY ® E SST AE DE 5E " MD TYPE 0-1 PER RSD G -6 SEE + f 1 DETAIL 6 + � .. : . _. ad CA" : ©SAE RAMP 5'W x 6'L NTH ._____ R 0 TYPE +� W is <) 1 6' INpi B -7 CURB P ER 4 AVAIER ISLAND CURB MODIFIED TYPE 8-1 PER RSV C -6 n 1 ` ; PER RSD G -6 SEE SHEET 17 AND DETAIL 5, SHEET 2 M REMOVE AMO RELOCATE PORTION OF : 1 „ ..z;. y '` ,,. _...._.. `<u � x £XISTIWG FENCE 9EMWO R.O.W , APPROX. L =20' O7 CONSTRUCT " PCC SIDEWALK PER RSD C 7 {1 1 _ .. ® CONSTRUCT TYPE N CURB RAMP SEE DETAIL ° „ IRA CFOR TO ENCASE EXISAWG /2" WATER I v3 _. ,: g - ® R AM P SEE DETAIL � `: ' � r A T I1ME CROSSIWC MI IH PROPOSED STORM O CONSTRUCT TYPE I C G ob Y � O P r r PIPE ENCASEMENT 571E = 2X27(20' s .... c:X' T E3" 5 ` T �+ 1 PROTECT UNITY BOX IN PLACE v Y .� . + ! © REMOW EX67WG TREE, UNLESS __....__........._...�- _..,.,. R © RELOCAT r VAL TO UIKITY BOX r ,: - OP RN-'T DR607E0 BY 7HE ENCAVEE ' . - :- 1 ADrusT VAL To GRADE -j ( a ,. 4 - f % � '_ . � , � � ,� �_ _ , ...% �' ,.., ®CCWTRACTOIQ TO INS TALL WATER METER AT A NN ON - STA 14 +05, 3050 RT AS 5710 .wwww... yI 1© PROTECT TREES IN PLACE _ - ---1�J 1 _ � O IRRIGA)!QN SHEET l -i AND PER W.A.S N5 -01 Li Q 1© CONIRACTOR TO RELOCATE FARE' HYDRANT 4' BEHIND CURB PER W.A.S. NF-01 P 0 TO INSTALL 2 MANUAL AIR _ -6 , ' ✓ 1© CONSTRUCT CONCRETE DRIVEWAY PER RSD G- 14A o,ac h i y', - °_ __. '. s , ...... +_ < V .,.. lT WATER DIT t " 1 s SAN DIECU 1 PROTECT EXIST. FEN E AV PLACE �� .: : .. , ,,: mow.. = " - ,. ...,, f z µ - .., 1 PROTECT UTKITY VAULT IN PLACE � � i J .. m .__....... © RELOCATE FENCE y _ + ... d ._ ® PRO TECT POMER POLE IN PLACE v5. T U - ATE SI(4V PER SIGNING PLAN SHEET 19 REMOVE AND RELOC A v ® ' ADJUST VALVE TO GRADE bC IP A �r ©(2) 12" C -900 P STORM DRAIN PER RSD D -60 SEE PROFILE A80VE k w ✓ I ANOUT TO GRADE � ©AD, A/ST STORM DRAIN CLE J Y v BEAD ©C0NIRACT04 TD CUT POYPTKJW Of EXISTING 24 STORM DRAIN PIPE. ME �, w ,,* CURB ET SIZE (Y =4, X= 7) MODIFIED TO ALLOW FOR £XISTMPG PIPE TO BE DIRECRY CO _... WCTED TO INLET. � �. N a R.O.W. °' - $ o 8 w $ . „'� ...`t. 7 � .. .. „r � 5? _ ..:.:: :.,: �, © 10' HIDE AC 06fRLAY fEA 1HER MV IRAo PER DETAIL w � ` O a n o i °f �' * �± r ..� '�° °�' _ Y ® CONSTRUCT TYPE 'A' AC D#(E PER RW G -5 O o ^ MA TCHLINE 21+ 40 ' �+ -' I } ` °° j © CONSTRUCT 5' WE AC WALKWAY ._ .� w APW S CALE w .. y N SEE JHEET 14 - " `.. `" ?` � '':` 80 0 CONSTRUCT ROADWAY PAWMENT PER SIRUCR)RAL SEC77 N AND TABLE SHOW ON . ' )0' 20' 30' 40' 60' �, E OETAK 1, SHEET 2 L A W r I a SCAL SCALE 1 � I I M, _ �r P " 20' 4 Y CHECKED Y 2 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITA8 ENGINEERING DEPARTMENT DRAWING N0. Z n PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP 0 D STREET IMPROVEMENT PLANS FOR 1 %i SNf 4 DESCRIPTION: d1YAt•E111dYTAS /fI0 - I pA 02 BY: BY: LEUCADIA BOULEVARD C -8 w I LOCATION: QCV � ABVmor QV AIR HORIZONTAL 1 20 4 I I tAW 01172 E111oNUTAS d,�, BEYOND ! N 1 N ! R R 1 N • 4I7�6 LEROY 80DAS PETER COTA- ROBLES STA. 15+75 TO STA. 15+00 81 -049 a1 • 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 R.C.E. NO: DATE: DATE: 2 -L Z -0 v RECORDED FROM: ANAZ MW STAYED OC 14 L VERTICAL I ' m 4 ELEVATION: 771 D ATUM: 1LSL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM BARHOUMI EXP: QT -JhQf WORK PROJECT N0. CMSOOD SHEET 9 OF 36 W x CURB DATA TABLE G PRMU ABOW PucE r D s s PROTECT M 'G' 'UG 100 'G' 'CAG LT 7.50' 1.360' 10 283' 11.x6' 1560' '� ! �o O S }A6a N7475Y11� RAAY/S LEVGn40 6' TYPE GS oft QO' 1001' 64953' 801' _ n 3 ass' /4 /4 44 7 _ _� 8- nj7 e/2 �� 2 _ 74 _.._._.._ __ ._. -__ a _.. -_. _ __. -_.. _ _._ -- -.._ ___ ___.- __ -__ ,. _. _.... _____._ _ _.. - -...._ __._ ._....._. ___ _.__,, ._...__ _. __- __ -____ 34'26' 17.00' 7.59' 6' TYPE _ - ._ _..___ . _ -__.- - -_ - -.- _ _ 74 _.._._ ____..- ._____ _ 86 2 25 _____ g y 2 4 59 _ _ . 3 2277'09' 13.00' 506' 6' W 'G' 1W . � LEUCAgA BLVD _ 2 4 /2675'55' Saoo' 1056 6' TWIF ,G, 'CAG .r ? 5 a37o'31' 1,1:01' ' I iC 2?dAD 6 I1FE ' ' C C!G 70 - - I A T - - - -- - -- -- - - - - - -- - - -_ - -- - -f-------- - -- -..- --- - - _ 82 6 74*0 3400' 49.52' s' TWE• 'G CAG $ i £91ST. (,iROLA10 • Lk -- 7 N1234'06'w ... 801' 6' > 'G' ' 4 ; CAG fA7ST GROIAAD 1 iT TC 7)ON O 8 N227039'w 803" s' IYPE 'c ' C!G OF VC _ LEFT 1C p�iE _ _ _ Py SrA - _15+75: $ _ � J 9 07'3d'42' 9300' 12.M 6' W 'G' UG PN EL£V = 7251 a '' i ..... ... -- -_ __ _-.___ ` _- 78 10 377257' 21[00' 1819' ' ' , -- __ __ -._ ._.__ _ _._- ..__ -_ -__ ____._ _. ____._ _.._ ... _._ __ .._ ......._ __ ___ ___..______.__._- _- __.__._.__.__ _. - -_ ____ .__._ ._._ __.. _. -...._ 6 TYPE G C!G s 2e _ _ " w _ _ 11 )167034 6200" 41.49 6' W 'G "C!G 12 N74M ... 1.197' 6' 11PE o r' �. ti b I �. 13 n 77450 _ 291550 .raM63' ' s nt� c cac a I 74 • '� _ ... __ _ ____ _ — ___ _._ _ ____..__ -,_ . ___ .__._ _ . _ __ __ _ __ -._ _ -_ . ... __ __ __. ______._ _ __ _. ___._ -___ ___ 14 5635'31' 2800' 27.66" 6• T1PE , r ail A _ o '� e$ ^ ^ i __ ! i Ls 15 10919'03' 70.00" 2'523' 6' TTPE• 'G' 'C!G W w -. . -.. ._. a �� _ -. l o� W z 7 16 N/344'16 ... 575' 6' I1 P£ C' 'CAG Q7 FN c*4 14 K g _ d \ 1.299 -- -- -r PRO? 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IRK 74 1 66 ZS 38II7636T 1151' 6' AC L17f£ 21 - 0 . _ 19 _ t8 e/4 /4 /4 /4 1 t�I _ _ ( 26 N7335 1124' 6' AC ONE 16X WC 28 N ? �~ �` 463d'�1C 787' 6' AC DXF MC �JCALNA Li! W 1 i _DIE _ _ _ �ni £tlST. 8 IKp 29 0/6x3 "10' 97500' 19.62' 6' TYPE 'G ''C6:G 30 N7o95'1d� 2511' 6' AC LMXE 1.729 IC 70 1.469 A 70 62 . _ -_ 62 __. _ - -LL f 3/ NQ5T7973'E 25.27 6 6 AC TYPE 'G AMf£ - _ 'C 4&16-'(2) 12 0-9610 PVC i OCT CiR01AA0 RT TC . i ( ST04A/ DRA� • 1.0109 32 0?79$4' 1025.00' 44.710' ' ' !G M*1T M PEE i ! _ PAQFRr 1 14 +00 15 +00 16 +00 HOR/Z.• l =20' 17 +00 18 LEUCADIA CENTERLINE DATA TABLE 4ERT.• 1' =4' SYW DELTA RAMS LENGTH 1 N7475'21 219.80 Sff LANDSCAPE IEC/ J DOWWN PLANS SEE' 9MEETS 4 AA10 5 2 264311 lo�oo' ---- -- PLANS FAIR SA"" FOR DRIWIVIY PRMiS SEE -WffT 16. FOR GRADIVG OF AVIERS£CMV Sff 94FT 17 FDR L . 3 � 'IM05CAPMiG RAYS SEE SihEF15 28 1M4b1lGi! 31 s r - - -- ' I , r. 1 ors ,- � �i'/rT' .'a rs r ( t I� r 114. ±f KOLTS �. SEE SHEET 14 - KEiiw. 22 +79 w " cONS7RUC7700V NOTES h f l PLACE 2' AAW. AC OW9KA Y AS REOfA M n 1 I AP" 254_ L5 . O61VSMWr COMpP£TE PAWWS PER LAA08CAP£ PLANS AND OETAA 6 57,EET 2 AOWST m 1ER AFTER ra GRADE , a; H X� ao -- - ® O cays RUCr 6 T1PE G am AND GunEIR PER RsD c -2 a w. a h ` - w ? c ! 1 - -� _ ® RELOC4 MaM 3' BF SiDEIIPILK. ' 70 . 1 j O cownwr 6 TYPE P -1 MIDAN AURB PER RSD G -6 3© REMOTE nmr SEF AROU 9AZ T 17 G41f C 1 r S QVSIRIACT 3 PCC OUTER M" GARB 'y FU TYPE B -1 PER RSD G-6 R .O. W GONC / PIRomcr 1FLEPMI w RSER NV PLACE S O H.P. AS I ; O { i ® I E PRgRE S71EET 17 AND aETAN '3 941T 2 X :- ` coymAC1oIR ra PR07ECT OCT. 6 I - ® U7XITY BOX AV PLACE A0A1ST O T 17 AAD Q£T A AAt>g1�1ED TYPE B - 1 PER RSO G - 6 Sff lST. 24" S0. • EXIST 24 S.O. T ` W 70 GRADE MIEN AECES;SARY O7 crosn UCr 4' PCC XE'WK PER RSD G -7 a BRE RAW 511' x st IMTH • °; ®OAVS'1RI/CT TYPE N am RADA° SE£ aFTAN. mw /��/�l TIM � O9 CGVS1RlACT T1PE / pA4B RAAAp SEF LETAL o _� ®REMOTE AAD AELOCAIE PCIRng1l GF EIES 1NNG FE7ItE L#E?MID RO AFi9FUr C =p' ECT U1K11Y Bax AV PLACE RaoCAIE UnL/IY x ®L7rIV1RACTgR 10 ENCASE £,pSTAVG 12 X4 M? W 4 3 PACE AT 7W OWSW WIH A4q�D Sr" Q AON1Sr VAL IE 710 GRADE 1� PN fIVGISEIIENT 92E = 2'92'X20' Q PIRDIECT TNEES NV PLACE x f — 1 — X5 4 �`'a.. � © I�G�{ /W CNJIIIRt II�G(y {IRLJJ V J W _ T r2' WA it --_`F/ 1 -_ ;." �. OYNO" SE 4WCIM BY )W ENDER fO CIGWTRACTgR Tn RELOCATE FIRE N>OYRANr 4' B<}MAD CIARB PE7P WAS III 01 Z OIVIRAcrue 111 AVSTALL 04 7I METER AT Q 006MACT OGI MIr pP/l" WY MR RS0 G-14A Lu W J _ ^ ST S + l �� NS -01 P -_ __ _ 1�DTECr £a6sr. Nv PLACE ST w W r, w. ', �_ --� � , ®AN IEaNra TIN lE1R asnalcr ra PROTECT ROTECT unLITY VALK Av AVSTALL 2 MAAVAL AAR RELEASE VAL W r` a E f EXIS 3 f A MD OOOMM IE W7H CaV7RACX R. POLE REIOCAIE PENILE AV PLACE v _ RE1f01E AAD REYOC'11E SigV PER W Q o °5 3 , ® 9'GMMG PLAM -wr 19 _ =_.. r Wi W ; _ - — - — MES CENTERLINE DATA TABLE W HER E RLINE ©Aousr VACI� ra WADE sYAI DEL' RA DIM L X#1 (2) 12' C -900 PIC S1G1R�M DRAW PER RSD Sff Q ... © AOWSr smw D RANV cumo I r iv GRADE E o- 60 S 69.04' XIS T. - T 447d1� d0' R.aw 8 g S ZP °~` o J ►. f &, �! X'i 8 o ? Sts s9 ® CaVIRACrVR TO CUT PGRWN OF E710SIM 24' Sr M DRAW PACE. rj o ; s w ; CONC �� aM MET 572E (Y =4; X= 97 NWFED 10 ALLOW FOR EAIS7M H w a � 1�� STORM DRAIN DATA TABLE s ,r ! PA•E 70 BE OF EC1L Y COWC7ED 70 MET VA (" ' �. � � O sYIAACC DELTA RAQ!/S LE7VGTH , * * 1 t MA HLl 21+40 a �� 6 ` 1 N1d36'27'w 4816' ®10 WE Ac OIEIRLA Y FEA W Av STRIP PER DETTA! w w •• H t3 "' '- ® CGVSIRUCT rYPE 'A' AC ME PER RSD Q-5 W / r . + SEE SHEET 14 N ?, OF a 57^ 256 d Pk 17;7 5. z, M 1 - - - - _7T i ? JCK 4c A9A; ♦ I Hwy 8 61 5.9 ` RAPM SC" _ r'T �O 0' fo' ?0' 30' 40' 60' 80' ©OOVSTRIICT 5 N6E AC A1IALKMN Y S CALE - (� i 1 - 0- !fie I AYN 256 O4:< 60 / ,I ( ® COVSmwr RCNOwAY PAWWVT PER SMWIWAL cFC7XW i 1 r AAD TABLE Sif01NV 01V DFIAC 1, S &7 2 w SCALE 1 - 20 REVISI S APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. z ADD CURB, BW E RAMPS, PER PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP D STREET IMPROVEMENT PLANS FOR V) v WALL#WK RENSESTORMDRAAV, DE A O�AI��— 02/Ia6/07 LEUCADIA BOULEVARD C -$A � & arY gimo ° g E 4/2 LOCATION: AAV�T � DATE: - BY: BY: w z HORIZONTAL 046' E>I/i/lAS Lla R E Y o N n R N• I N B E R I N LEA S PETER OTA- ROBLES z w " .. R.C.E. NO: 00 RECORDED FROM: �� ndlr stAAlAM� AP 1� VERTICAL 1' = 4' 15070 AVENUE of SCIENCE, su ITE 100 sAN oiECO, u: 92126 411;l� DATE: DATE: STD. 13 +75 TO STD S + SI — 049 o ' ELEVATION: 7740 D ATUM: LLSL $58.365.0500 TEL 559.385.0400 FAX WWW. N OL TE .C OM IBRAHIM D. BARHOUMI EXP: �.�� WORK PROJECT NO. CMSOOD HE SET OA OF 36 w 0- o O V {. HYOEIA CENTERLNE DATA TABLE 112 g N ^ 112 SYAI80L Da TAAIEARING RADIUS L£NC1N S15'4442"£ 219.14' wl 108 L 108 LEUCADIA CENTERLINE DATA TABLE Q SYI a Da TA RADIUS LENGTH o F 104 104 1 1X33'52' 1000.00' 236.74' W 2 58019118 "E ... 16.126' .. EXIST GROUND O CL 100 _ 100 ` l . s CONSTRUCTION NOTES F ts i Ol CONSTRUCT 5' WOE AC WALKWAY ^ 96 I in h 96 O1 N 181 � a o 92 O, aq x W ~ 92 it 88 H m A t ^ _ `�° 88 C to 84 Q 84 Q) NO PAOME FOR DEMOU170N PLANS SEE SHEETS 4 AND 5 18+00 19+00 HOR +00 21 +00 22+00 FOR DRIVEWAY PROftES SEE SHEET 16. " / 1 =2 FOR SM,W AND SIRIPING PLANS SEE SHEETS 19 AND 20. VFR T.T. - 1 " =4' ' FOR LANDSCAPING PLANS SEE SHEETS 18 THROUGH X2. \, Y , I � F �f l t i .. � ', 0.a /✓ " J " o f wx , f � J , .......,,.r " ° "rW ' S 1 , "� :� a > ' � � v V t ` 1 i k , . , �r <� f'� `'.k� •. ; R �� I '� S a r i . �w r „ R .o. w. \.r \ „ q I Y f: h; i 5 ;'r 3 i i 1 h , M i i \ r � H tg a i J , ,ter r' s 1? f 00 0., _ tEUCADI�, 19f00 0 1 - — � -I , 2 12 OtOO f _ , , 1 V nl , k' It t , { ., \ �- k GRAPHIC SCALE rf , M X 60 ) O ..� ,, 1 SCALE 1 =. 20 .,... _.._ ,.,.., , "�, P r a k F ' o \ , w W C .w' r l ! Y t , Ld Q \\ \ 4 ........ � £ , �y h t f , r , , \ , r �r W � CL SCALE.• 1 ” =20' i REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y I CHE Y APPROVALS CITY OF ENCINITA8 ENGINEERING DEPARTMENT DRAWING N0. Z DESCRIPTION: flTY IT DMTAS BJL / 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP D STREET IMPROVEMENT W .. LOCATION: ME COR AIM ABU?MT QV W HORIZONTAL s " DATE: BY: Y: LEUCADIA BOULEVARD C-9 W (XI 1RAw 01117 E1111t�WTAS Atin BEYOND E N O I N E E K I N A L OY DA PETER COTA- ROBLES ? (X , , . 92128 �� R.C.E. NO: 41 L t 0 RECORDED FROM: �Z at9r STAID QC 14Q VERTICAL 1 15070 AVENUE OF SCIENCE SUITE 100 SAN DIEGO CA /e � 4� DATE: DATE: 2-LL -�+'� STA 18f00 TO 8TA. 22+00 31 -049 c� w ELEVATION: 774M D ATUM: H.SL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI DE31_00 SHEET 10 OF 36 W X EXP: WORK PROJECT NO. CMSOOD PN STA...... 26+00 PN ELEY =..140.64 0 01.__ 7.b0 C> G0. = 9.20 142CL 50 142CL h K I W I 13$CL I t o, �j 138CL 11f �I Ma rt i . z ., PROP.. �w 0 DATA TASTE � F w 134CL ;--- W 134CI. LEUCADIA CENTE�� - J ✓ SYA�GIL DELTA AhNVG RADH/5 LENGFN 0 I o 1 _.SbO�?1?E€ ... -- 2.34:22 �o � 2 979-54. f00QOD t65.JB n .. I 130CL 30CL I w w s o: F � .---• fULV1A CENTERLN�IE DATA TASTE 3 N I ENCTi'I Y26 CL 12 &CL Sv95T20 W 51AA9OL QEt TA ARAVG RADHIS L i �. 1 _ o `- ... 23.01 1 4559 47 ?O200. f10 J. 5? 174: I C ". N < 1 /I l ry i 122CL r22CL z ry 118CL �[ r 1 18CL ( mow./ 40 K � U :: ✓ '...... ey... K c� 114CL o 114CL a 24 +00 25 +00 M tl- b 22 +00 23 +00 26 +00 Amom HORIZ.• 1 =2O v>=Rr. 1 _ � CONSTRU . CTION NOTES STW CONSTRUCT ROADWAY SEC DON PER PA4 EE £AIENT TABLE ON SHT 2 CQNSTRUCT 5" 111101E AC WA KWA Y c PROTECT £XISANG AC WALKWAY IN PLACE wr • P(/c mxl/rf, -V. M°CS. A Afo / 900 X lei AYr �U lI , M F�� Q S - , R. t c f ., i ✓ -r _ ,ti � r / ^, MO 77ON PLANS SEE SHEETS 4 AND 5. K r� ' ', � I 1 � fQ4 DRI4EWAY PROIFTL£S SE£ SHEET 16. r FQQ LANOSCAPNVG PLANS SEE SHEETS 2B IHRCiIGH 32. FQ4 .9000 AMO S1RA°IWC PLANS SE£ SHf£)S 19 AND 20 / r { , , s IS �+ J� 4 (� ^ 3 i r ^ u �S .v Lo X t 1 I , ! i r , O 5R 1 _ !� w c wu r „ r f � < ror M� 1V J z t f _ xx, , e rr Mw � �� N —r-- - f i 3 f o r o f +v { m x ,'� l 3 � t / S , ` -// r 'P_.e' fi.,.r � i .w Av° "ma`m,E. �: M^w.^w- a.•.„:<' K � • ' ' ✓ � .fi �' La i Z Z l 4 T _W n / R.D(KJ J / _. .. : a r 1 S , i IR K •± ' „ f 2 NNVVV YI[IX'/lI{�r .7Q y / 1 _ x h , ','•. �,,;, :`� ' �`•' `` // ,.. �� ,.._. '""°� _ �` f ,' �< < j "` 0" 10" 2 30" 40' 60" 8 n . J rr` SCALE 1" 20 ^ , J / f " f , , LEUCi1M A W SCALE.- 1' =20" ^ a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE " Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z i f APO ttWQt AtrA10 Z -22 -o DESCRIPTION: dTY EIM�IrAS B1L f 1400 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VED STREET IMPROVEMENT PLANS FOR � e I Qv kil LOCATION: NE CW 81111" � /ARE QV W HORIZONTAL 1 20' DATE: BY: BY: LEUCADIA BOULEVARD C =10 1RROAM W 3 M Oiff E)Y�IITAS Ala a a r O N o ■ N a I N a a R I N• LEROY BODAS ETER COTA- ROBLES ? RECORDED FROM: R.C.E. NO: S TA 22+00 TO STA 28+00 8I -049 � - acgr STAl1�D ac 14a 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. VERTICAL 1 4 92128 4 1 756 DATE: DATE: Z -� t -o } X ELEVATION: 71 D ATUM: AiSl 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM BARHOUMI EXP �_� SHEET 11 OF 36 W : WORK PROJECT NO. CMSOOD ! i PW STA = 264-00 PW ELEV - 14a6 al = 7.60 &0. - 9.20 1 142CL __..._ (. -_.__. _ _..._._.. ' 1_._ 142CL _ ..__ ,__..____...__._ _.___ ___._. _.�___.._.__.- .____.._._._ _____._ __..__,__._._.,._ _..._ - .___ __,..__._,_ __.__._.._______..__- .____..... __._.__ _- ._._.._. .. _.__.__._ . -. _ _.____._________.. ,__,___._ .._... -...__ __ ___..___ , ._ ____ _ _.. N + ___. __ _.___.__...__. ____ .._ ____.__ _.._ .___. _..._. _._. _ _ __.._ ._._. __.. - __._i.__.__ -_ g W __- _.___.-- ._ -__ ._ _ . _ 138CL / FMPA? QPOIMIO • a �+ J _... -__ _._.._....___- _..- _........... _._.___..__ __.___.__ -__._ ... -.___ ... ___.-.___.__._..___- ....__._-_ - _._._ -. -, ___ . -_- _. __..._ _ ....._._ _.._._...._ -. _._. _._... _._ __.___._ .__..,........_ ____., _.._., .- .-- - - - -._ -. -. _ ,__..._._ - - - - -- __ __._.___...- _--- -134CL LEUCADIA CENTERLINE DATA TABLE 1 34CL _ _._. _. -- __ __ ....... __ <> S11 a Da TA RMW U MEIN o Q v J 1 S�V1'2Q`E 2J4.22 2 979 fWaffj 16578' aI III 30CL ... _...._._ _. -.__. __ / Q FULVIA CENTERLINE DATA TABLE o / N S >1�ILIL DE1 TA RAAI�/S LENGIH . _.._ ....__.. -. _ _.._._,_._ . ___.__- .___ _ -_ -- __ _.______ ____ _ -_ __ -w.. _______ ________ _.__.. 126CL ^, 126CL -__ _ _. -__ _ __.. - . ------- _ __..... _. ______ ___. ____._ _. _______.. __ .. _,- _._ _ ___._. _.. -_ _ _.__. _ ..__._ . _... _.. 1 S057'2091' ZI01 2 4559'4 I =00'I 174.52' y & _ Exr r. coeorrw a l 22CL _ ... __- __ _._ __ __ _ . __.. . __ -_.__ . _._ € 11 rz / 11IjCL v ,v / CO T +.. A 22 +00 23 +00 24 +00 25 +00 26 +00 HORf�20' 4£R 1 " =4' CONSMUri 17M NOTES 10' WE fE111,ER M SR1D • 0 CONSMWT Rfa4ow4 Y sEcwIV PER PAncvT TA&E 0W -9f r 2 o,�' a1V MWT 5' 1E AC WALKWAY • 1 V� �_ r �,` �`� • �- ` - r , \ l� PR101ECT ESAIIG AC NIIUI1w1 Y /V PLACE r ! t R O 3; o` fLl4 DaWRAV PLANS SIB Sy,EFIS 4 AAb 5. 7 F Q4 A4f1ENN Y PRgIXES SEE Si+EET 16. _ ✓- FLW SOW AA0 S1FN W PLANS SIX 9EM 19 AAO 20. FQ4 LAADSIAPAMG PLANS SEE S1iEET5 28 .T? nrPa�av t . r �+ .A. foo i - _ 1 .. p A� A._. _y � � V � - `• {- r N .. r ...mo ._ ,.. -..._ � .-..,_ � _ ^? ' EXIST 4' J H.R GAS _- rt CURB DATA TABLE 2310L Q z - 1;_� v ti e .` �_:` S)�IGl IA /WAW 03129• RAMS LEIMGR� 6- � ,C, ,afic ? 08"53' 1x25:00' 11.59' 6' TIDE '0 'C!G N N) y W 0 ,' �+ i 1 » - _ EXIS 12 WA7&Rft00 cn ^ / - - a � G - Q i f y .; ° ' ry Ly nn I r `- .._.: ! 2 + - _ O }M" LAJ - ,�., - T - /! / -„h-.. ✓,ter r� -' '�` "_ _. I R. , �'+� ""_� —,._.> r "' ai r 4-' f!`r .�...- l, 7 ,. r ?. M .� AA 12 h z56-- ... 2' t 2 tR {IRAPO SCAL 0' 10' 20' 30' 40' 60' 80' 5 i SCALE 1 20 t /( N .Y�r'5 t f •ti J r sY f LfLIGAAIA � rD SCALE- 1 =20' w n REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRANANG NO. z ADD SIK ALT 8:D N 2 ?? 07 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND A STREET IMPROVEMENT PLANS FOR cn ADO CLUB r DESCRIPTION: { �� fm cf a o"yoE, AE11' - gcTr 4/2/07 LOCA110N: a =m a�llterr °r m HORIZONTAL 1' - DATE: BY: BY: LEU CADI A BOULEVARD C ' . ➢bl� OIB e f n r u s tla B EYOND E N S I N E E K I N G PETER COTA- ROBLES OY 0 A Z RECORDED FROM: AWN aW S� w 14a VERTICAL 1' • 4' 15070 AVENUE OF SCE, SME 100 SAN DIEGO, u, runt R.C.E. NO: DATE: DATE: STA. 22 +00 TO STA. 26 +00 SI- 049 ELEVATION: 714 n ATUM: Nc/ 358.385.0500 TEL SSS.345.0400FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI �,�� w E EXP: WORK PROJECT N0. CMSOOD SHEET11A OF 38 4 5 s CURB DATA TABLE 154 TC 12.60' 1517' 3 .25' 1597' ^3S if O ;ll�c Al2 Al2 0 DEL 7A11REARWG RADIUS LENGTH NOTES ON 1 007J Kit $��I 6.0 •}. 59" 97800' 6.83' 6" TYPE 'G' 'C&G 'K *54 TC MM 883 54.98 .07 'Rcy�cApIA BI 0 ^ 1 9575'19" 33.00' 54.96' 6" TYPE G' CIG 's 1 so rc � n/ 0� n/ n/ OR rt _ -� � 3 N107820"W ... 50T 6" TYPE G' 'Cd�G fat % x I - 4 N20"54'43 "W ... 12.60' 6" TYPE G' CIG 56 150 TC �^ 5 J1 18.00' 1511 6" TYPE G' CIG L sI zl � 1[�N PEE "'^° T 6 30'48'31" 73.00' J9.15' 6" TYPE G' 'c&G W `�. �+ rr ^^ 7 187741 50.00' 15.97' 6" TYPE 'G' 'Cd'G w 146 TC_ � d� AFnOf PROFILE PN STA 27 +50 PN STA 28+00 g Z v J 8 3 < s _ = r? _ "57'11 " 147.30 10.16 6 TYPE G CAG ° g.2� B1� PN fLEV = 15054 _ PIN EL£V = 154.01 _ - �, ° V �, b 9 9176'15 J " 3. 00' S1.52.57' 6" TYPE G' CAG a l� G 1. = 4.00 GtiOs�.IlE4 h ^ `O cl f - ,- f ` �.L 10 N11755"W 9.25' 6" TYPE G' C&G ° z G.O. - 6.93 h N G.O. _ 4:8J y `�_ t V �+ J PROP [;ROC/11/7 I CL ti N 4• EXIST. GIROUAn I CL' 11 N1J3854"M 1279' 6 TYPE G CA6 ts PW STA = 26 +75 H a ^ h " ,ry 12 2778'38" 33.00' 1573' 6" TYPE G' 'CdG h = i PN ELEV = 147.54 ,� `�' "' Q O 154CL 100' IC " u �' 154CL 13 2335'05" 90.80' 37.90' 6" TYPE 'G "GAG G.1. =9.20 M " ,, , L) PN STA =26+00 = . 14 18728 5000 1582' 6 TYPE G CdG F �! I PN £L£V - 140.64 G 0. 4.00 15 0079 1021.00' 568' 6" TYPE 'G' 'C&G i �� G.1. = 7.60 ^ 10 O9 ® 16 0375 1198 J1' 71.76' 6" AC DIlE Q� o �I '1 150CL G.O. = 9.20 �o � 17 N7744J4� 4J 19' 6" AC OVK£ 9.15' 5257 10.16 3S� O N ✓ '' , i M ,.� ` ' 0.95 6" AC ONff A14 "/4 1 &/4 A/4 18 N7870 44 E 4 N' .K� 3 F 19 06102'03' 642.99' 67.72' 6" AC DIE£ W LEUCADIA CENTERLM E DATA TABLE ° � .. 146CL (� 68' 1582' 37.90' 15.7T 12.79' mz M Z / A 2 G/ �y Y 154 TC x� A BLW 154 SYlI4AL DELTA ARANG RADIUS LENGTH + ^+ ' 1 151716'15" 1000.00' 26J 62' ti ^ u �,, � fx 2 N7522'23T 186. J8' EXIST. GROUND O CL H ^ 150 TC AW 150 TC 150 TC_ 142CL 142CL - W HyW7V5 d� l�1[�II P 1E �+ J HYMETTUS CENTERLMIE DATA TABLE -- SYMBOL DELTA ARNG RADIUS LENGTH J ^ 1 SIS '44'52 E 138CL � � g 146 TC 146 TC _ 138CL V W sr► �cE RETAMMda WALL TABLE 2� VG ❑ SWOL DELTA ARlNG RADIUS LENGTH 1 N887640 ... J561' 2 653350" 60.44' 69.16' 3 N2770'09 "W ... 8.11' 26 +00 27 +00 28+00 HORIZ: 1 " =20' 29 +00 30 +00 31 +00 4 A06621'06 NE ... 8.86' 6' VERT: 1"--4' �DIE,S FOR D£MOV710N PLANS SEE SHEETS 4 AND 5. FOR ORIWWAY PROFXES SEE SHEEr 16. FOR GRADING OF INTERSECTION SIFE SHEET 18 € FOR SGWWC AND STRIPING PLANS SEE SHEET 19 AND 20. 3 CONS rnucnav N p CNN " � g ,... � n �.?'� '� � � w s 4 .__ ,� �[� � € � i ✓ 1 { � 10' MADE fEA MR IV SI/1T " SEE SHEET 15 " , R Qj O2 CONSTRUCT ROADWAY PAYEMIENT PER SIRUCII/RAL SEC AND SEE LANDSCAPE ARCH11FCT'S o. w. _. ^ TABLE SHONN ON DETAIL 1, SHEET 2 8 h , 8 I " PLANS FAR SIDEWALK 3 CONSTRUCT CONCRETE PA WRS PER LANDSCAPE PLANS AND DETAIL 6 SHEET 2 f MA TCHLINE _ �r �, ` y �, _.... :� ; S 6 ' ✓ , < R.O.W. O4 CONSTRUCT 6" TYPE G' CURB AND GUTTER PER RSD G -2 y O CONSTRUCT 6" TYPE G -1' MEDIAN CURB PER RSD G -6 'z m......_ SHEET 18 O 1 - -�-- -: -t- - x -- 5 _ O , MMFIED TYPE B -1 PER RSD C -6 SFfET 18 Al1n DErAI 6 SHEE� _ _ , Q CONSTRUCT 4' AVNEIP !BLAND CLARB MQOA��D TYPE B 1 PER RSD G 6 V CONSTRUCT PCCT 1�AM0 DE FER RSD G-7 7 AND DETAIL 3, S1ME£T 2 _ f r . _. PER DETAIL EE T 2 __ � CQNSiRIICT TYPE 11 CURB RAW ASR SH _...._.. � -.... rte "... ALL PER RSD C-1, TA1L 7 ON SHEET 2. SEE SMEfT iB FOR PROVFILf J q CLIPS .r. w ,t _ . , ..... _ 1 PRO>£�x�s MAKAao rw rA�wvc w PLACE �/ _. �._ .._....:.:... .. a� , n .._.. .. T EX SF IklTY VAUL T IN PLACE (� PROTEC E S . U V - I! .� f �r3, �; _ ADs WATER VALE TO GRADE _ , a V CONSIIn/CT TYPE 1 CURB RAMW DETAIL 2, SHEET 2. 5 C j' _ -01 RE HYLIRANl 4' B£MMVD FACE O� CURB PER WAS MF RfLOCA>F Fl J " "., 1� RE110YE AND RELOCATE STREET _96 PER AGIMIVG PLAN 57�IE£T 19 r " - AhW W! FENCE PER RSO SUM -112 _ AND DETAIL 4, WET 2 ... F , , 12' 4A 7k .4j 1 PROTECT ]BEES HN PLACE 1 • 9 :: REM -._ _ _ _.._.__........_ .,.;,_....._ ....._... " ".. _.. - R£MOYE PARITAV XISITNG FENCE APPROX. L =50' AND RELOCATE TO EX/S1TNG R.O.W UNE ! " " ., . ............ tie • s AD, tUS r PULL BOX TO GRADE _. _ SIT ,... ` 1 _ _ . .... / 1 { x ....._ ......�.. _ . 1 r ��:, �,:;, _..- _ ® CLNSTRI/CT A�ALXW Y qV PC�C£ A� EXISIAVG O.C. ]RAIL dn' _.._ ae o _ _ .._ f ..:.. .. .:....� . _.. _ ..... ® PER DETAIL 4 SHEET 2 t UW , 'berg ._,..._"_. _......_ _.._.. _ ._ ..._... J , . i Ro.w ,`.... "....__ ........ _ w ._ Q GRAPW SCALE © PR07ECT GAS VALW IN PLACE < .. _._ ._... 10' 20' 30 40 60' 80' o r� ...__. ' N .... ® CONSTRUCT PEDESTRIAN OWSSNG PER DETAIL 5, SHEET 2. N N W N n H :. " T 1 t SCALE 1 "= 20" !p " d 3 1 _... "... �. _ � ..._ Z ", 0 LIS $, ° . �' ^ '� . a ~° w _ ,. �._......._ .." ® CONSTRUCT TYPE N CURB RAMP WTH MOWAED LANONG PER DETAIL 2, SHEET 2. C AZ es 4 ( �J , t " N N F CONSTRUCT PLANTER WALL PER LANDSCAPE DETAIL SHOMN ON SHEET L-5. 3 - ' H w .� : { ,�...�;`* 7k ..i,,, iu " MA TCHLINE ^ �, ® PROTECT EXIST GUARD RAIL IN PLACE + 41+70 a ! �kY �, WMOW PORTION OF £XISIIWG FENCE F :r + r; SEE SHEET 15� �� "� - COVIRACTOP TO INSTALL WA ]ER RAFTER AT STA71LN 28 +20, 26.50 RT AS SIOMN f) / S ALE„,'' " =20' AQRIGAIIbW ST#EfT ! J AND PER W.A. W.A.S W5 01 Q 8 C • 900 /YC 5EWU , SEE 5►Aes. AMIfA &r /V , ALT W 2r REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y H Y APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWNG NO. Z APO sEW 2"22 DESCRIPTION: dTY ETMWTAS AIL If 140 44 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP D STREET IMPROVEMENT PLANS FOR ¢ r LOCATION: ME OW MEW AN/M &r QV AIP HORIZONTAL 1" 10' 02/06/07 C�11 W DATE: BY: BY: LEUCADIA BOULEVARD �I &4= OIE1P E T M O I / T A B lrIA7! s r o N o ■ N I N E E R I N PETER COTA- ROBLES 14a RECORDED FROM: M TO STA 30+50 8I -049 Z N fl4ASt STAI/�D W 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 � R.C.E R... 41746 j O7 p • � • C7 VERTICAL 1 - 4 CE NO: DATE: DATE: �-LZ - STA 26 Z ELEVATION: 77,480 D ATUM: L% 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI SHEET 12 OF 36 W X EXP: - � WORK PROJECT NO. CMSOOD _ AV R TRIG D / aW RAID DIFIX 9 9ff 7 D , 'G' UG 154 TC ; r2.eo' rfr 1597 a!« i , � CURB DATA TABLE - _ 'M 412 ° V DELTA RAaVS LWIH M07ES 0 3 c 6.00 1 007J$�9' 97600' 6.0 6' 7YPE 'G' tw i cM ___ - ._..__ ____ _ ____ __. _._ _._.. _..__._ _,.__.____ - __- __.__ ..__. 154 _T� _. __.__a_ .- ._. -__. _ __..... _._._ _ _._.____- ___...__ _._._...__.__._.,_ ___.__...__._.,__ �... aL�.. _._, -_._ ___ _._ _____ __ .__ _.______ __- .._,_- __.- _____.__. _ - � °/4 _ -�4 A/4 _ °�4 2 '9525 3300 54.96 6 T1PE G C6G 3 N107d'20'w ... 5�Or 6' TfPE 'G' 'C!G 150 TC w _ ~ 4 3138'30' 6a50' 3341' 6' TYPE 'G' 'CdG 150 TC V ! �^ 5 3630'56' 4a5O' 25.81' 6' TYPE 'G' UG '^ 1 6 W46'11' 14650' 14.95' 6' rfPE 'G' UG ! 146 TC N STA • 27 +50 PN SFA 7 ?21 1L50' 4.30' 6' TYPE 'G'f OW 28100 . 8 0171 ?6' 291650' 7.0r 6' 11 'G' 'C!G & PN EIEV;= 150.5E PN ELEV = 154.01 464 9 8032'29' 3100' 46.39' 6' TYPE .,w G/. = 4.00 �. Gal = 6.93 w °p r ` r,� 10 N//17735'11' 9.25' 6' TfPE 'G' 'C!G PN STA = P". QQb1A1D I a a �J N Cca '• #.63 Ct0 if Ar2338'S4'll 146' 6' T>f'£ 'G' 'CtG 26+75 + ! w Eiasr. wam • cLi ^ w d N . m _ - PN E'LEV = 147.54 ,� ' - d 4.64 12 23"f3 D8 3:x00 1116 6 TYPE G C4G a n C 154CL 13 363407' 82.50 52.66' 6' TYPE 'G' 'c&G 154CL _.__ _.__...____. ....- _._... _.__._ _- .._....._ ___ _ _ . _.. _ _ _ __ _...._ _ . , . ^i PN STA =116+00 c%1 = 9.20 14 2379'36' 16.50 6.72' 6' TfPE 'G ''C!G c` PN ELEY = 140.64 G a = 00 1 15 25V2'10' 11.50' 5.03' 6' TfPE 'G' 'C!G /6 01 10 '50'49' 102500' .}101' 6' TYPE 'G' 'C!G GL 7.60 "' +� ^ � -Fd ' tn0. = 9.210 _ .- _._._..- __..__, __ _.____ -. _.. -_.. -_ ___. -. -. _._,.__.. , -_._. _. _.. -_- _ -._._ . _._.. _ ___._ _... -. -._ _. 9.25' 52.57' 10.16' 31M 17 N7T44J4� 4.x19' 6 150CL __ _ ____�______. __.__ __ -___. ..._ -- _ -.___ _ _________ ___ ___ _.__.. __ _.__._.. -___ _._._ _ �I °/ °1 °/ °1 18 N7870'44E ... 40.915' 6' AC Ov1E 19 021710'2' 97500' 34.13' 6' TWE 'G' 'CaG Q 20 AW76'48T 25.05' 6' AC Off 68 1582' J7.90' ' 1573' 1279 �M 154 TC 154 21 N60WW' ... 25.27' 6' AC DKE -. ._ _ ._._ _-- _.._ _.__ -. _ . _..____ -. __ _.._.__ _ _ .,_ _ _ . T ?? 084 5l 1075 D0 1635 6 TYPE G C!G 2J 273915' 11.50' 5.55' 6' TYPE 'G' 'C&G 1 .. / M i 24 AA�76'IQ'E T302' 6' AC ONE W - DOS GhIO W I a ''e 3 Y4 25 N7117eWE ... 40.915' 6' AC ARE 14 C 150 TC - -- -- -- .._ _ ._... -_.. . - - -.___ -- - - -- - 150 TC . - - -- - -�- _.. - -- - - -- - -150 TC 142 _ ...___ ..._.____.._, _._ }� 1 26 06C7$T' 64299' 67.71' 6' AC A Z LEUCADIA CENTERLINE DATA TABS �1 g - _ 146 TC -- 146 TC - -.___ - _ 138CL SAM CELT • RAOIUS• , i 138CL..__ .--- ---- _- _.__.._ __ - -- -____ _- -- -._ -_ _._._ _.__ _._. __._.__._._ -__ __ _. -- __.__ __.._._. _ -- - -_-.__ _.. _ .. __ -_ _.._________.- _--- -. -___ ._.__ __. -- - - - - - -- ----- __� _._.____.. _- 1 ISU615 1000.00 2� 2 M7522TJT 1� 1 LI. : i � ! HYMETTUS CENTERLINE DATA TA EAW 26 +00 27 +00 28 +00 HAR/Z.• 1 =20' 29 +00 30 +00 31 +00 swu OELmS T RALMIS 1� VERT 1' -4 RETAINING WALL TABLE ❑ SMa DU TA RAOW r 1 00'49"56' 1032.1 r 14-- Ar?t� 5 J �a �n `' /// CONSMUCnaly NOTES 2 777 2 s4.13' 73_ �x�K 8 w 8H O 10 MADE REAM& AV SnW �{ SEE SHEET 15 w I; Ft n (2 C>pIL4A wr AI6Am r PA mevr POP S7RAICiLARAL 9Ecmv AAD i w w l F X50 /a %' - < -7 �, 4 t TAA3LE SWW X DFIAC 1, 9EET 2 Kaw. h 43 +10 �°�� 1 x 2S f'f * + + ^ + ` mil.? FOR , CONSTRUCT C1avLIIEIE PA IE7RS PER LAMDS+CAPE PLANS AND DETAC 6, srAEEr 2 r 95EFr sAAD 5. % \�' + MA CH / ENE " t `� s � "' ^ + '4,, ' 4 R.O.W. ; �/ 0 c01kSmwr 6' w 'o am MAD Gunp PER RsD G-2 FOR GRAOM OF AVIERSECIK,�V SEE 9,EFT 18 "" "' f' ti. FOR 9NY1/W AAD S7faN W PLANS SEE swr f9 r , C SEF � 18 T>PE 'B -1' AEQ4W pA� PER R97 G-6 FdP LAA GAPAIG PLANS SEE 9 FT'S 2d X = 1 t,. C>rNlSRUCT 3' PCC a/TER ISLAAO Cm Alwm TYPE B-1 PER RSD l,-6 SEE 907 18 AND AF1AC A4 99 ET 2 - __. -. LAAVSC�14PE• 1ECT� - = O7 CYAVSIAIACT 4' DINER LSiAAD pAfl9 A1CgiED TfFE B -1 PER RS0 G -6 All. ' \ X Sao 1. __ EXtS _ _ -`- SEE AQf,FXE 9EET 18 AAD OE7AC 6, 9iE'E7 2 F M MEW" :� r 1 1 __151-- - _ W OIVSII WT TYPE If CUB RAMP PER DFIAk 9AfT 2 C 155 M PER RSn , - ! - = C- A: IV T 2 SEE �T 18 FOR RME � cT Ea7ST. A 4ww Av m" Irrucr A1AS>aw�Rr KA£TANNNG NNtL 1 DET A r 1© PIROIECT DIST UMJTY I&I r AV PLACE `�J a i 'l , WE LANE Fincr f f' I Q 1© ADAST 111017M VALVE 717 GRADE ` - �'� , ^ U G G G 1 © CaVSnWT TYPE 2, 9UT ?. i T 1© RQOCAIE FILE H=Wr 4' LEIM FACE Or am PER WAS W-01 1@ REMOTE AAD RELOCATE SWr SIM PER 9GMbG PLAN MET 19 19+00 2 `^° - °30 +00 Q CONSMIXT 42' INQY aYAA1 W FEIMCE PER RSD MM -111 AAD CETAC 4, 9iEET 2 ,, EXIST. 17' yWA7ER 1® PROIEcr TREES AV PLACE r- W KTEl10IE E7osTAVC TREES :;t � RE7 W PW MV OF E VSIAVG F F BIKE L.ME 7 -- - -- ` h FDVGE (APPIPDX. L =50) AAO RELOCATE TO Saw R.O. w LAZE T,'" Z_. r -- T T T © ADWST P(XL BOX 70 GRADE r .- TREES h _ , . © 991- 1 .. CONSTRUCT TYPE A AC LMY£ PER RS0 G -5 AW IF _._ - -- ....._ . .. - -- � orAi v E70Si1NlG D4 x -x __ © PER DETAIL 4 C� N41Y AV PLACE C ' Raw - cc ck: - Q `�_r __ , 9St - ® PIR07ECr GAS VALVE AV PLACE _ _- _ 0' f0 ' 30' 40 6 80' „_. _ :. :_: _ - - : =" ® COVS7RUcr PoEsmAN owls 11G PER OErAA_ a 9�E£r 2 - 4 0' AC 15 - - 9i @ CCWSMWT w Ar am RA DA° w7H mown LAww PER DETAK 2, 9A<ET 2 . SCALE 1 "= 20 g o ___ "' , .1? � •� j �- CORSMIXT PLANIER oNCL PER L.AAOSI^.APE L1Emt 9ADINV OV 9,EEr L 5 > 19 a MA TCHLINE � , N 7' - ,� ., Z� 19 � `- "3 P1ROlECT EAST d/AR0 AC PLACE W 41+70 PORTIGW OF EbsrANS FE7NCE v { ,.i N h H h h Fri Z�6 -24 �4 }` 1 %/` % �t t� 2 - ®CQVAPACIYEP 117 wrILL IITEIR /ArMR A7 STA70V 24+10; 21650 RT AS WW 01V u. S.E. SHEET 15 M . 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CMSOOD ELEVATION: 77.E D ATUM: ALSL_ Lt)� -.1A -� U 5 6 7 w 1 f11 < DATA TABLE 154 TC r 11/2 pa RAMS IE cw NOTES _ 1 0023'3/' 197AW tat' 6' rw r 'cac 154 TC 2 IM1,9 3,):00' sR96 6 rwE G' CAIG J 3 N1ORe'wv ... r 7w 'G' 'COG 150 TC 4 313r.1D' 6axy 3,r:41' 6' T E r tw L.LJ S J111 "' 4430' 2181' 6 Tw 'G' t'16 150 TC ...,_ ......_ .. _ -_ .. .. .. . .. . ... _. . , • �0 6 OW71 14x/0 I'm 6 TIFF 'Pi' SIG _ W law 4 7 02"7' 1110' 40 g o rw 146 TC 6• PM SIX 27+X PM STA 28+W — a Of'3M"18' 1 ;>0' 7.@r THE 7." ' i" _ PN EIlVE 11114 P'N L3EV = 131101 4. 6 6rm" .�00' 4[36' 6' rw r tw yo _ , _ .... ....... r^ M W ... nwrw 101 NYW _ Ga Ru r_ _ GQ �u } . .IM' 6' nrr r tw a m AI a Dasr. aram Ar a, e A � tl 12 238J9 3,> 00' 1. t' TIDE '0' tw a PIN PN..f1EK :.147.34 _.. ..... h w._.. _...... -..... ,d_ ___.4.6 Q 1 iJ ,lr'34Y/ 8L10 am, t' 11PE $'G 1w (C d _. .... _ .. ....- ._. ,... _ 14 2T19',>r K50 t1I' 6 TM°E 1S" 1CIG lav ° PN SIX 1tFO0 aQ = kQ0 - l3 23WW 11.10' w 6' rw r tw 'PN 8" - 1464 16 01w gw oky 3x04 6 r1PE .Go t' f aL = 7.60 la N fa/6' 1d 17 N77�14'!4� 4,E/9' 6' AC as - a.20 ___ _. ��' 7870'44'r 4Da'i' 6' AC OW °/4 °/, °/4 °/4 iD of QMW A 2 PER LA A� + 19 0?gD7/' .9710 3113' 6' nff 6 AC Oft 20 AMM'4*T 15 14 13 12 11 + ?I AbJ' li r AC Qlw r! 6a' liar 37.80' 1.173' 127g' �o 154 .TC �_- _ 1S4__ t' 11rE �' SIG o �f _ _ . _ _ F i 221 OS4'11 1g?1i�' 1tJ1 10 °/r ° 23 27305 1110' asa' r rff r rAG X ? 2V r AV OW . , i R _ - NE IL W Z i ,,� 1141 t T 14 N787044� 4D91 r AC DBE Dw.. aram 0 a ' 150 TC _ .. .._. _., , _....__._ ._ .. _.. 150 _ TC ! .-_� __ 4 _._.._ w._ ._.. _ __ _..._. _ . ___ 2r otatbJ' 6121!' t7.7T r Ac a�E _ Z LEUCADIA CENTERLINE DATA TABLE j TC 1 511/1 aEtr A1oMI�s LE>rrlf , 146 _ ?C 146 _. _ __ _ . _ _ 1 1sws IMO0' AU12 N7s2riff ... 16 o HYMENS CENTERLINE DATA TABLE 26 +00 27 +00 28 +00 HMZ• f� 20' 29 +00 30+00 31+00 1 S11'�M''3 T RA C L X90' 4ERT• f =4 RETAINING WALL TABLE ❑ SIMraL gar "W lE11 w 7'!11 1 777 1t rvi' 7.IO6 S CAI SEE f0 WE PEA00 N SW $ SHEET 15 w w _ K $ 11 AL41/rllr PAIE>167tlT AN s�llucRAer Mr= _ tt .: ~ _ TAKE SOW W RETAIL 1, 9EEr 2 Ata _ IE w �� 9 43� / V � ' � � -' - j �3 G1:M5IIRICT G>91gElE PR IERS ADSl')APE PLAMS AAD aETAI 4 SiEET P WFW MW ft s {MR71.ANr V MA TCHLINE . 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R � � ^t �- "�, - _ ._.. � '�- '" �, ��. '�� ®AEiIn1E Pidr>wgY mw MGE aMI11GICi17>I id NSTALL ilfl)t7t NEV AT $TAArN►1l►20, X50 RT AS 9AJMV LIV Z SEE SHEET 15 M h lra .. _ W A013N 9EET 1-3 MD PER WAS N�01 � � � r , 8' Swl' -,lf PIC g'E1C 9W APFE7�A' lY. ALT a0 L REN310NS APPROVED DAIS REfEREIICES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. z AQD W ALT BAD I 2 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED STREET MAPROVEMENT PLANS FOR am mw men R 4 7 10 N °°''°`"` �''° 7 LEUCADIA BOULEVARD C - A W OCS aE aKKw /KEw ar m = DATE: Q ?/1>�b BY: BY: A HORIZONTAL �� ■ t o r s drlt td s s r o M ■ M o 1 N R 1 M• p LEROY SODAS PETER COTA- ROBLES 151.%0 fr L1tlES d CORDED FROM• aa�s A� san�KL1 Ac 1�t e mss, I O . :woo FAX SM °ONG0, C A.- $2126 R.C.E. NO: DATE: DATE: STA. 26 26+00 TO STA. 30+50 SI— N EW OF VERTICAL -i—� IBRAHMA D. BARHOUMI SHEETI2 OF 36 w a r INST ST. ADDED WJLS VATION: � �� EXP: � WORK PROJECT NO. CMS000 LEUCADIA CENTMM DATA TABLE 70 CL 70 CL SM190L DELTA ARING RADIUS L£NGIH S757223"W 150.41 2 1476'37" 10100.010' 252 09' 1 W I v, 3 N89 49'00 "E ... M. 71' w i 6 CL 66 CL al 8I 1 I ; " = 2 CL 62 C I�w 0 a EXIST. GROUND a h H _58 C Z i 58 CL 111 54 CL o 54 CL gI r .�, ' 8 EXIST. G?01,W0 O a ^ H oJ 0CL ` 50 CL I a i 1 O 6 CL 46 CL 2 CL 42 CL 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 CONSTRUC77ON NOTES Ol CONSTRUCT AC WALKWAY IN PLACE OF £XISANG D.G. ]RAIL PAM r PER DETAIL 4, 57l££T 2 HORIZ.• 1 " =20' O2 CONSIRUCT 42" H16H CHA/NLINK FENCE PER RSD SDM -112 VERT l AND DETAIL 4, SHEET 2 . . , ,' � r , PROTECT EXISANG GUARDRAIL IN PLACE ? / 4.. RQ u- / r FOR DEMO! I PON PLANS SEE SICETS 4 AND 5 i _.. �. _. ..,..,... _... ,. ,_ ......... ... .....,.,.,.. ... _.. .,, ....r,..... ..... , .. .......... 0. 1 FOR om�wAr PROFI SEE SHEET 16 ��` {�' "" � 57p1NVG AND SIRIPgVC PLANS SEE SrifE1S 19 AND 2 o a .._....... 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J 1 SCALE 1"- 20' �r 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y H K Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z I AV DESCRIPTION: 12TY OF fflMdll /T.LS BJL f 110 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN APP STREET IMPROVEMENT PLANS FOR 9 LOCATION: a>rP Aav>ravr HORIZONTAL 1" _ DATE: Z BY: �Y: LEUCADIA BOULEVARD C -12 w cr 1Ri1�5 Ol" QMrAS AIQ BEYOND ■ N• I N R E R I M LEROY B.O DA X , � PETER COTA- ROBLES 2 RECORDED FROM: ASS ,ar SrAWO X 14Q 1" = 4 15070 AVENUE OF SCIENCE, SUrrE loo SAN DIEGO, CA. 92128 �o R.C.E. NO: 117 DATE: JIA?1 - DATE: Z7_1 -O STA 30+50 TO STA 56 +26 81 C7 W VERTICAL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRA M D. BARHOUMI Z X ELEVATION: 77.4 D ATUM: 1LSL SHEET 13 OF 36 W EXP: Ji-0� WORK PROJECT NO. CMS00D AC DICE DATA TABLE SWOL DELTA CA RING RADIUS LENGTH 6 CL 86 CL I N227253 "W ... 32.15' 2 N0749'51 "W ... 42.76' 3 N2048'36 'W ... J9.69' 2 CL _ _ 82 CL HERMES CENTERLINE DATA TABLE a �I z -1 zl snll�ac D£LU ARNVG RADIUS LENGTH 1 N1544'18'W ... 210.11' Z > PR STA _ 22+85.15 2 N154449'W ... 189.89' " z w 78 CL PN ELEV 70.16 78 CL �I GI.= 2.21 o zl GO.= 091 1 20' 4C 50'_ YC O tAj en 74 CL _ `�' g.� o Q �.a 74 CL a LQ W $ cy r ^ pp — — _ N 1 N N Fg N 70 CL _ M if _ SOX 70 CL N : s o n 77 6 CL 66 CL rz it a 2 CL �'cP 62 CL 58 CL 58 CL HORI Z.•�1 "-20 VERT..• 1 " =4' 20 +00 21 +00 22+00 23 +00 24 +00 25+00 I _ .W _....... CONS7RUC77 No TES o Zo, Lu ! SEE SHEET 9 la Q o PLACE I MWV. AC OVERLAY AS REOMRED MA TCHLINE ^' 14 +50 ` U N O CONSTRUCT CONCRETE PA HERS PER LANDSCAPE PLANS AND DETAIL 5, SHEET 2 c g "s` /� �` cP J CONSTRUCT 3" PCC OUTER 19.ANO CURB MOWIED TYPE B -1 PER RSO G -6 S£E SHEET 17 ANO DETAIL 6, SMEET 2 a �+ A CONSTRUCT 4" IMMER ISYANO CURB "MD TYPE B -1 PER RSO G -6 SEE SWEET 17 AND DETAIL 6, SMEET 2 ADJUST VAL bf TlJ CRADE 1 S4 E WAL _ - ADJUST MANHOLE TO GRADE 10' HIDE AC OVERLAY FEATHER IV STRIP PER DETAIL 1 __. `. _ 1 4 ® CONSTRUCT TYPE 'A' AC DKE PER RSO G -5 cs W �_.. 6 7 _.... .. .._..._ _. Q9 PROTECT ]ELEPHAME POLE IN PLACE _... i 24 +00 1 AOAIST GAS VAL ICE TO GRADE 2O+DO HE RMES � - -- 0 � A VFN�E ._...._w. ___. � \ 0 CONSTRUCT ROADWAY PAb AENT PER STRUCTURAL S£C1K1W AMO t i' ? TABLE SHONN ON DETAIL 1, StfEr 2 CONSTRUCT TYPE '£' MOUNTABLE DIKE PLE RSD G -5 (, w _..._._ ...._ _. .... ............ ............... I`` _ _._ .. ... ........._ / 1 CONTRACTOR TO RELOCATE fIRE HYDRANT 4 BEHIND CURB PER W.A.S. NFOI R50' "�` � ° . � ,` - � � �� `� 1(�4 PROTECT fXIS1TNG TREES !N PLACE 1 11 1© CONSTRUCT 4" AC DRIWWAY W MATCH PROPOSED STREET GRADES RELOCATE EXISTING MAILBOX BEHIND DIKE �� CONSTRUCT 6 TYPE 8-1 MEDIAN CURB PER RSD G-6, SEE PROFILE SHEET 17 I MA TCHLINE 15 +25 CONSTRUCT TYPE If CURB RAMP PER DET SY AIL 2, IEET 2 C3 w " I SHEET 9 PROTECT EXISTING MAILBOX IN PLACE h all ^ _ � ` ' ' e ro 5,6 WO m /NSTA(.0 Z" A.! k, CaNXICTAt Td CGOROIA(re Hllr* OIyAc r N N f y N ©i -V W, TD INS rALc 2" BCw op F, coAl ICTOR I CAAU /N�IIE W/1/ M�'/LT s FOR DEMOILIWN PLANS SEE SHEETS 4 AND 5 FOR DRIWWAY PIROIILES SERE SHEET 16 I W FOR OPADIVG OF INTERSECTION SEE SHEET 17 FOR STONING AMO STR# WG PLANS SEE 9CE75 19 AND 20. ` FOR LAAfDSCAPNVG PLANS SE£ 9' E75 28 TMROUON 32. w GENERAL NOTE.• SEE CURB RETURN PROAL£S AND CURB DATA, 91IEET 9. (RAPW SC" 0' 10' 20' 30' 40' 60' 80' CL hERN'S A WENGIE' W �� S CALE.- SCALE I "- 20 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y Y APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z xl DESCRIPTION: WY OIFEIMt�I /TAS BJL) 140 - PLANS PREPARED UNDER SUPERVISION 0 �� RECOMMEND AP D STREET IMPROVEMENT PLANS FOR ^_ co N LOCATION: cog A�1a1r 0M w HORIZONTAL 1 20 DATE: BY: BY: HERME8 AVENUE C_ 13 a 1RAd�S 0" D IMUS AIL! t ETON o ■ N N 1 N t t *1 No Z R.C.E. N0: 41 z ss 7 PETER COTA- ROBLES STA 20100 TO STA. 24+00 81 - 049 RECORDED FROM: 84ASS &W SUY°E19 W 110 VERTICAL 1' m 4' 15070 AVENUE OF SCIENCE, surrE Too SAN DIEGO, CA. � I , -_ szlze DA L _ Z• z -o TE: DATE: Z X ELEVATION: 77.480 D ATUM: ILSL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI EXP: J - � WORK PROJECT NO. CMSOOD SHEET 14 OF 36 W r AC DIKE DATA TABLE SYAAa D1 mvx~ RADUS LENGTH 86 CL 86 CL 1 N2222 ... 32.15' 2 N07 •II' ... 4276' 3 N20 ... 39.69' I ' 2 CL _ __ . - _- -_ __ . . -__.__ _ . _____ ___.__ -_ __ _.. - -- _ _- --- --- _ __ _ ___. _ __ ` ----- 82 CL HERMES CENTERLINE DATA TABLE di z SIA xi on rAlwARm RADNIs LOVGTH 1 N15'44'18 210.11' PN STA = 22 +85.15 2 N15I4'49 18989' i PN EL£V = 70.16 78 CL F 8 CL ._..... - ._ ___. _. _- _. _ _ _ __, . .. .. . _ ... -_ _. _ . _ __ ... , _ ,_.. _ . _._,.. ._ __.. _ _ __._._._. _..... _....._ _...._ _ ._ GL_ Y1 < °I 3 al LI M1 �� 20' W. :. l 50' yr_ I co CA 74 CL ____ -_ . .._.___.._. _ .__ ._ _ _ _..__ .. - _ -,.__. _._.... _� _.. -- _ ____- , , ...,.._. _ _ __ _..- _ _ I .. __ -- 74 CL _ w ... w , . -. .r , 1.7 N �� _N N) /4 N -I. F � _ 0 CL .._.___._._._ __ ... .......... ..__._ __ __._,_..._ -.__ _.. _....__ ___.____ f _. _ .__. _._._.__ _ .. __._ -_ _ _.,.. ._...._.,.. __..__- 70 CL d1 Sn — -o r i L 4 Olt o tx 66 CL 66 CL E 2 C I CL _..__ _ _ ___. - -_... -_ -- _.___.__.._. - .- . -_ -_ -_ _ _.___. _.____ _ -------- - - .__.._ _.__ . ____ ..____._._ -_ -__ � CL _.,._ -._. . _ - - ___ _ ..._._.. _ _ ------- _ __.__.__ _.._ _ ... _._ . _._ . .._ .. _ ._ r I HORIZ, 1 _ 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 I I �W� >�M�� CQNSMUCn0JV NOTES a SEE SHEET 9 , , ,� p PLACE 1 AW AC o1oaLAr As REQUM h I MA TCHLINE 14 +50 w FN 2O C1pIl4TRUCT cavmrnr PAIERs PER cAMDsmw PLANS AAb DLc At a 51W 2 ec cv P v 3 CDVSTRUCT 3" PCC OUTER /SLAW aft A1L>DA/XD TYPE B -1 PER RSD G -6 SEE SAIEET 17 AND DETAIL 6, WET 2 CDVSTRUCr 4 N ER IS W CIAW AO"ED TIFF B -1 PER RSD G -6 f f e •I\ V , Si'A<ET 2 SEE SiStET 17 AAO DETAIL ADWST AL IE 70 W ADE w i A - 1, a• © AaWT MAW+IGLE 70 DRADE r— .. • , I 10' IMAE AC OVERLAY fE11FER IN SiRA° POP DETAIL it CONS A G 5 H f © CONSTRUCT TIPS 'A' C DKE POP RS9 � --.__� PIPDIECT IELEFhqW POLE AV PLACE 20 +00 HE RMES 2+ 6 ' , A WNUE 24 +00 Aawr r.4S VAtw >D GRAaE 1© LLWS1RUCr RAADNN Y SEcxw PER PAWWWT TA&E SHOW OV .9a7 2 4 5 7 0 CYAVSA ucr 7IPE E" MOIAVTABIE DM1'E POP RSD G -5 0 GTAVTRAC/taP IU RELOCA ]E fAPF Hita4ANT 4' B04w am PER WAS W01 --- 4'L . __ Y Y`' Q P� t 1 1© PR07ECT EXST W TREES AV PLACE CDVSIRUCT 4• AC DYPIyFWAY TO MATCH PROPOSED S7REEl GRADES RO. OCA TE XISINVG MAILBOX 6E/ANn DKE cowsmucr 6 TIPS B-1 AmAN aw POP RSD , SEE PROFU Si'A<ET 17 '�! 1 MA TCHL /NE 15+25 �v 1 CCWSTRUCT LIFE If CURB RAW PER DETAIL 2 SFEET 2 SEE SHEET 9 �Y " 1® PIR07ECT EXISTING MAILBOX AV PLACE w d � F OR D `�' DP GEMaJ11CW PLANS SEE Si'ALE1S 4 AMD 5 S FOR DR/I W Y PROFILES SEE SiSEET 16. FOR LWADIVG OF 1NTERSEC7KW SEE STET 17 FOP 996W AW SAPA W PLANS SEE SAE£TS 19 AND 20. FOR LAWSCAPIVG PLANS SEE 9ff7S 28 TMPOUGH 32 SEE CU48 RETURN PROFILES AAO CURB DATA SIA<ET 9 GRAPW SCALE 0' 10' 20' 30' 40' 60' BO' /198liE'S A WMW SCALE.- 1 =20' w SCALE 1 "= 20' + REVISIONS APPROVED DA?t REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TA S ENGINEERING DEPARTMENT DRAWING NO. z 1 ADD CURE, BK£ RAMPS; PER ( n � WALLWW,, RENSE WALL, CITY DESCRIPTION: MY dF ammum ALL / 140 PLANS PREPARED UNDER SUPERVISION OF RECOIAMEND APP STREET IMPROVEMENT PLANS FOR LOCATION: AE IAVE r dN -- D2 /D7 - C — QYAA+G£Ss MEW SMELT 4/1/07 � QM ENCE � ALin HORIZONTAL s E r O N s E NGIN EE RING DATE: BY: OY BY: PETE COTA — ROBLES HERMES AVENUE v 13 A z RECORDED FROM: mss d!� sr�Mm 14d VERTICAL 1' = 4' 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA: 9212! R.C.E. N0: DATE: .TO DATE: STA. 20 +00 TO STA. 24 +00 S I — 049 z ELEVATION: 77.4r D ATUM: MIL asases.osooTE asa.aes.0400 www .NOLTE.C On IBRAHIM D. BARHOUMI �� SHEET14A OF 3d w c EXP: WORK PROJECT NO. CMSOOD _ AC DIKE DATA TABLE P r t s z AV>WSVIti u»s 3 Af1bVA:w'N' ... Ja6Y' HERMES CENTERLINE DATA T ABLE k I WSW? ... ?IQ20411 "N' PN SrA mora ; 2 w5w ... f elltelr' aCL id _.. _. ran d9l p' IC _ _ 50' IC IP n � ' x •• 4 _.. _ . _ c.... - ., _. . CL _..!Q 4 MA CL a HOWZ- 1 =2 0' WRT• 1' =4' 20 +00 21 +00 22 +00 23 +00 24+00 25 +00 t s �. J caVS7MJQ77av NOTES SEE SHEET 9 �' p P 1• AC oloaAr As _ I MA TCHLINE 14 +50 - p r PAwn „w ,� cum � M7 2 .. g rP � LXIISA>NAR7 .T" PC7r p/ATJr /3iAAD Qw MAD TIDE' B-1 Pa m C-6 d A v j,� Q SEF MT 17 AW XTAA. R 9#FT 2 T* M ALAAD aW ANTED T ff 0 PER W 6 6 SM 9EFT 17 AAV DETAIL 6. SWET Y O Ci 9 W n /tAA1ST ifIC1E lt7 OW lot s "" P'il .. x.i4 •,Yf r �a,x{^r ; v i . _,.,.. _... t e! �` t 4 r ` I � r jP O AMr MWW M GtAff f w ` � � - • `'� ' � '° — — _ ld WE Ac o►au r ffA>lff It SW PER &rAI _____________ w .� .:� � __.., __.,...,� u,.._._� _ .. :. - ,�� .hN,, - � c1f..11� , � T TIfE' A ♦ tE mw AC ow mw 7 MW >t76 POLE M PLALE M0+,/My� r u, a x ;� MW . r } � a � x i f a '4[� S ` l" 4fa.. ti 3 x , � 1- /r /�_/f�- /// _..�.�._..- _,.ry�� HE RMES # ^ �s � N � g11 f 9�' �;3f4 * AWN E 1�fW A�4A>wuCr wAmr sE+cm mw M �'—' _ �" n �' x r t v 5 .�. }'✓ Cn � xrt f,:, +c _ �— © Riff T r� � X iii/ v r ' AO►ARST CAS 11iLIE R9 � 7 4 � ©G1aYMCT TMFF ir' MAI►TAtE Off PER AM (r5 awmww w maom w Aw mxmwr an PER itA.S Nrm t t t,. , 1 w rt MFOE D.l11.A AS IA FLAK air liz } -�- CaWWr 4w AC aMlEWr TO MAMY A1619 = SWET QZ ES x n r � __. __ . h �� P 1 o - LaSI wr r rw mL-1 Al7lw cum PER IPSO SEE AKRE 90T 17 @ cdIIS1J wr rw / am RAID Fa arUl z 9e72 MA TCHLINE N 15 +25 a SEE SHEET 9 ®P1POlECT mw 11Al N PLACF Z r v ( V � / rA � � r A � �1 � 1Gw PL � a AN ( S S SMI I { 9E � Els / 4 I N F DM V / 0. FOR a140W OF M1ElBt XW gr 9E 17 W F- ( FW LAARSi".+IFW MAW SEE 99M N=W JZ 2a Q Y ( 2� in Q. IF aW KXW AWFM AAD amp Am 9EET R allPFW SCALE 0' 10' 20' 30' 40' 60' AVOW AMD" l Sr"..• =20' SiC,IKE 1 w REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWIN NO. z Ate OAK BW RAM°% PER 4 7 moo. ow MNL. ary 7KO1: e>n 1b PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED STREET IMPROVEMENT PLANS FOR N NEW 9EET �AT�: IL M �■IE �r�alr �r � HORIZONTAL 1�_ DATE: a/tgeW BY: BY: H ER M ES AVENUE C —13 A W 1 s r A A O N n T AM / o i d E S d � r � BEYON E N G I N E E R I N G am LEROY SODAS PETER COTA- ROBLES STA. 20 +00 TO STA. 24 +00 SI -049 R.C.E. N0: T AYSTALLED CORDED FROM: �' S� w m VERTICAL + 4' 15070 AVENUE OF SQ11M, SUM 100 sew DrECO, u: 92126 DATE: DATE: T1 A!Q OF Jd w ATM: 77411111 --- DA TUM- MS- 058.38S.000 TEL 858.365.04W FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI EXP: W"' -N' WORK PRO ECT NO. CMSOOD AC DKE DATA TABLE 162 SYMDAC DEL rA ERRING RADIUS LENGTH 162 1 N5436 I E ... 14.84' 2 1132113" 2.74' 541' 3 Nl4V4'34 0 W ... 3.73' W � 4 N19"5.T:T5 0 W ... 56.67' WI �I 158 InPN STA = 41 +60.6? H �' 158 5 N0746 58m 35.54' a F51 I PN ELEV = +60.6 - 20 151 PW STA = 42+17.93 6 N4936481� 9.55' Z s PM EL 149.85 PH STA = 41+91 ° PN ELEV = 14051 o 154 50'VC _ 154 HYMETUS CENTERLWE DATA TABLE ° o _ JL' SYMDOC I DEL TAIWARING RADIUS LENGTH W Q 47 X 1 N15 44 3J "W 500.00' Z i 150 �� .. J �— ._--- - - -��. 0.4 -- — — - --- -- 150 Q 07tt F ( KI YY £X1SL GROUND 0 CL G FOR D DIEMQUTK,YV PLANS SEE SHEETS 4 AND 5 a 146 FOR ORI VEWA Y PROFILES SEE SHEET 16. o i � 146 FOR GRADING OF INTERSECTION SEE SHEET 18 N FOR 5 WNG AMO STRIWNG PLANS SEE SHEETS 19 AND 20. FAR LAMOSCAPING PLANS SEE 57i£ET5 28 THROUGH 32. o 142 FMwShED QRaMO 142 ME LANDSCAPE ARCHITECT'S PLANS FAR SIDEWALK a 138 138 134 134 HORIZ. 1 " =20' VERT.• 1 " =4 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 CONSTRUCTION NOTES O1 AC OVERLAY FEATHER IN STRIP '- O2 CONSTRUCT ROADWAY PAVEMENT PER STRUCTURAL SECTION AND TABLE SHOW ON DETAIL 1, SHEET 2 of f CONSTRUCT CONCRETE PA VERB PER LANDSCAPE PLANS A DETAILS 9HEEr 2 �` ` "�7 � O4 S1R� 6" TYPE 'G' C N AND GUTTER PER RSO G -2 * * w ` CONSTRUCT 6' TYPE 1 8-1' MEDIAN CURB PER RSD G -6 ,; 26' SEE WE 18 cc CN l i CONSTRUCT 3" PCC OUTER ISLAND CURB M001FTED TYPE B -1 PER RSV G -6 A DETAIL 6 SHEET 2 SEE SHEET 18 R ANMER ISLAND CURB MODI�I£ D TYPE B -1 PER RSD C -6 �, O7 CONSTRUCT 4" A DETAIL 6 SHEET 2 SEE SHEET 18 ,r ®CONSTRUCT 4' PCC SIDEWALK PER RSD G -7 CONSTRUCT CMU RETA#MG WALL PER PROflE SHEET 18 AND DETAIL 7, SHEET 2 ..' B cl A 1� AO.VST WATER VALVE TO GRADE i 1rtiMG`` 1 R.O.W. �, 1© PROTECT FIRE HYDRANr MV PLACE R.O.W. 1... — CE EXISTING SIGN COVE ANFDEREPLA A — — — — — — — — ~- ~ _ . ° IION PLANS 1 OCA>F 1 1� REMOVE fXISAWG TREES PER DEMOU 5 PROTECT WATER METER AV PLACE ac 1 1� CONSTRUCT TYPE 'A' AC DIKE PER RSD G -5 40 +00 H !V 41 +DD 4 + + 44 +g0../7 _J'LNUE 45 +00 _ � � _ � 1© REMOVE AND RELOCATE EXISTING MAILBOX BEHIND AC O1Kf Y 1 ___, p 1® 6 (TIP). ......w...... .y,...,. u.. ,.... + ...... -.,»w ; :ey wmxmmmm .ww............m.v.. �` CLWCREIE DRIVEWAY SEE SJ:IEf 1 1 _.. _ _ ----- m � !'1- � COW TRACTOR 77 RELOCATE £XISTTNG RRE HIDRANT 1 kkk ' COAf iKe 4' WW FACE OF CURB PER WAS NF-01 1 x, CONSTRUCT 4 AC DRIVEWAY TO MATCH PROPOSED STREET GRADES 1 / )Vf L w0 DN4 /Z6.7 SHONN — — T RA _ ©MP TYPE ON SHEET 12 t '� � �� +2x rte "� -, __.. t R 0 W. - - - - C[UTw " mAt ow IIUTEkMMV C z s mer A- tovrx ) �RO.w 1 1 2 # d s ra 1 4.16' RT �....I. © comrAACT6X 72) iROTEtT IN PLACE. t Y � 8 ,. �,. , _ _.m ___ .. ; t• 71� /.!C' SEwlEX , FEE S /R's �INE�'IW' i . At QUO � E Q ✓ t r i J c Q 1 t - - -- NO ? SEE 9CEr 12 FAR CURB RETURN PRROFXES AND DATA TABLES '. Ck o; ck I C'4 ? N ° �" I 774. 24.24 LT X v �� MAT � ,, / a CHLINE H)WMIS AVENUE W SEE SHEET 28f p i i SCALE- 1 " --20' F W 12 GRAFW SCALE 0' 10' 20' 30' 40' 60' BO' SCALE 1 0 = 20' a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y H Y APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z AF I 0 �I A[T 0ir 2-2t DESCRIPTION: M Of BVINTAS RA 1140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN APP STREET IMPROVEMENT PLANS FOR Q V LOCATION: AE QW A NIX AN1MOT QV W HORIZONTAL 1 = ?0' DATE: 02 /aIB /07 BY: BY: - HYMETTUS AVENUE C -14 W R A M S 0" E M 0 1 1 7 A S 0 W s � r O N o O N G I N E E K I N S L OY OD PETER COTA- ROBLES 2 RECORDED FROM: D STA10�D !4Q 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 R.C.E. NO: 2 p W VERTICAL I = 4 ' 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM 41TS6 DATE: 7 DATE: L -z t -o STA. 4V *W TO STA. 46400 sl -049 z X ELEVATION: 77480 n ATUM: MSL IBRAHIM BARHOUMI EXP: 31 -Qf WORK PROJECT N0. CMS000 SHEET 15 OF 36 w AC DIKE DATA TABLE 0 sma Da I RAaw UM7H 162 i 162 1 N543w aiT ... 14.84' i 2 11J71TJ' 2.74' 5.41' _ J N14VO4'W ... J7J' 4 N193J'J5'N' ... 56,67' I } 158 . . 0 158 _ - -. - -. _-- _._ -_- _ .. .� � �Slt�lFZ_.� .___ -� ._.-- __.__- ._._..-__..�___.__.. - -- 5 N0T4658 FW L2EV = 151.70 i 6 N49'6'46T 9.55' 1OhC PN STA = 42+17.9) I j 3 i PW �;� 149 d5 , PW STA = 42 +92 PWLxEV 144L5f _____.__. _.__.- _.____..__.______._ 154 HYMETUS CENTERLINE DATA TABLE 154 ........__..._.. ._._..___. .__._ ,...._._,_....__. _ _ - ._...- ___.___- .__... _.____.- _,_-- .__._.__._. --_. -_ .__ --- __ -__- __._- u_____.._,. ...___..__ ___.___.__.__.�__._.____...___. _ -- - _.- ..- ._ -_._ --- ....._ .. _ _._...._- ___.____... - -- _...__ _ 1 0 smot I mmumm RAaw L&GIH _ a47 1 N15'44'JJV SOaOD' i — — — — — Q , - -- 150 N , • 150 _.....____._......_ .. _._ ._. �-.. ..._._ .- __..._ _. _»...,..._.._ - ..__.._._._ __ - -_„-- -. _. _ _ a _._.. _ ._ ._y........ _ _ .__ _...._,...._.._ ._. -_._. __ __._ -__. .. _ -. _.._,.._.__..,._._._.__.._ ..__ . a _- ! Mr GROUND 0 (X FOR DiKUMV PtiAN$ 9fr SWEF7S 4 Alin 5 ! _ _ SEE SWT 16 1 FW 0OW N1 Y PRQFXES 146 _ .._.. _._._._ __._. ..__._.__..._....._,....___._. ._.. _ ___.._._ ..,._.____ -____ ,.__ ..- _...__ ._ -- _._____. _ ._ _ __.__._ __ FW GRADING O WYEIPSEC71gV 9�SKET 18 _ _ , _ ..._. .__.__._ _ _._._........_ ._ _.._ ... _.__._ ._ _._ _ _.. _._.__ _. __.... . -_ -.. ___ _. __.._.._.__ __- __ ___ _ _.... _ -.. _ . -._. _. _ . �! — _ o I _ ... ,.._ __ _ } ? FOR 90MVG ANn STRI W PLANS ST 9 UTS 19 AND 20 F LANDSL^APM PLANS SEE 9 28 1MPYXAGyf J2, OP a 142 - __ .- ._..... .. - -.. --- ___-------- -...__..... ____. . ._._._._---(-- ..7vv'I� J CNN 142 aww _ FILMS FM SA"" 138 - 138 E I ! 3 , 134 134 - - ._ ... - - -- -- - - - - -- - - -.._ . __.__ - _.. - - - - - - -- -- - - - -- __. .__._ __-__ -- _..._. - __ -_ -- _ _._.._._.�.- -_ _- _._______-- ____.___._ . _____ _____- .- _- _-- ___.__ -_ . -. -- -.___ _ .___.._...__._�-- .._____- _.._- __.._ -- -- .. -_ -- _ -___ _ - ._..______.___.___- .____.__ HQR/ 0 t INERT.• IN-4' y 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 �c�ruy. Mi4.sIEMI4TD? 07RCT - M" N07ES CONSTRUCTION NOTES 1. AEW SPIER, MAANICXES & (XEANW7S SHALL LE CONSiRI/CIED AAn IUIED PER REOGIIPE ono OF 7w LEUCom MMSTMN7ER AWRCT (LW) OSTAA84W 9PEL5 O1 AC OKRA FEAW IN SW AND A41a401JI s FOP PIBVAIEZT LYJlILS1RLr IID 94SIE1W lER FAL7f/1ES' O OaM mcT Room PAIE>IENT PER S1RUCx" SECTION AND NOWNBER 2006 A COPY IS AVAXAB/E FOP ROWASE FROM L AT TABLE 9101NV ON DETAIL 1, S4EFT 2 ti 760 -753 -0155 CaMSIRI/CT OUMCREIE PATERS PER LAAnSY.APE PLANS & OETAI A SHEET 2 2. S1D RIPE zaNF AAD a4LIrf1LL 9MAU AM Aclaaaa4NaE MflH LW S1D ONC 0 �" W 'G' C(Mae ANn GUM PER W G -2 s ff. __ `i J. NE S1<I R PIPE ZONE AOPOSS IW NN)7H Or HE TUWN- -ABOUT 9 MLL LE O SEE SiEFT 18 T)PE $ -f' AEpAN pARR PER RSO G -6 i Ery V 1 b MRAPPED AV A ROOT RE95TANT GE01EW AYSTAUiV 9" 7D LW DMG x4F G t r �O l S -it. ROOT a/ARD GE07EXIXE 9W DNC WALL BE 51�A'TTED 70 LW FOR © ��CT J' PCC OUTER aAAD CURB A1a*70 TYPE 9-1 PER RSD G -6 �' / & DETAIL 6, 93EfT 2. SEE -9EFT 18 AWW 3.` } R. 4. MAMMLMEESMALL LE 5FEFT DIAAEiER, PICT nARf7NAAF LAO, AND L1aNSMIX7ED i f 1 �7 (XIVSIRGCT 4 MU 15iAAn CUFB A0 T>PE [7 -i PER RSD G -6 POP LW STD DMG S -4 t LETAt 6, 94EE'T 2 SEE S EET 18 ac ( } 5. GLEAN OU7S (OO'S) SMALL LE COVS7RUCIED PER LW STD DMG S -d TABLE SaOW a . 9M MVIERT ELEVAIICA�YS 94ALL BE POP ©l1aKSiRUCT 4 PAX 9 K POP RSD G-7 b o y � 6 �` .� rr I 7: r ( 4i O9 G1aNS1RClCT Cam/ RETAAINMG NU PER PRO 9hEFT 18 AAn IEIAL 7, 907 Z w n difY' f � 7 c� WJJST 194 TER VALIE 7O W4 E• \ 1 Raw PROTECT FIE HIARANT AV RACE i 1 Raw 1© REIADIE AND REPLACE Ebs1MMC 90 i - - - - - - - x x -- --- -ic - - - - Q RELOCATE FENLE 1<� IEAIOIE fAESm TREES PE1P DfAfG1< /IRAN PLANS - _- .- _. _ Q PROTECT MM TER AEIER AV PLANE �f ° 40+00 � "` � ! / 4)+00 P3 ( - t 43+ - ��-+� -�vi__ @ COMSIAr/CT W 'A' AC OMfE F& RSD G=5 /` 45+00 1© RaoW AND RaOCA iE Dff7AMG MAILBOX BOW AC ONE --1A , { C NCRIF E DOWNY SE 9a7 16 (TYP). ' - .h' "i t. ;7" AC% rV%'LK r' r'X'j 8" At:? b'F 7C,t� � 1 ®4CON7RAND CTUR TO RELOCA 1E FAGS OF GUffi PER � MF- O1)URANT -- = - (�.•� COMSiRUCT 4' AC DOWN Y 10 A/AIG>'l PROPOSED STREET GRADES LJ 1 ©RAAAP TYPE 9'+DNN GW S7A'_FT 12 R.O.W. © "CAUMV' 9MALLOW MN 7ER MAW (2.5' OF COIER) CO IRAC70P 4+2k62 k . 70 PR07ECT AV PLACE R.O.N 1 \ 1 B 14.16 RT 16 \ d � ,✓ 1 � .,, ©8 C 0045 PIC 9EMER, SEE SPECS APP£lWXX lV, ALT an lI t j nr + '<;++ LW SEMER AVIERT APFROX APPROX PIPE SLOPE GE71ElPAL AIOIE �� Ri tt p 1� z sL 18q /of ELEVAIM GROLMND WD7H 70 FT avrT SE' 94 fT 12 FOR CIARB RETURN PROMS AND DATA TABLES �. A°,' 256 242 23 (/.E)-FT AM SIAWFAdE LE.-FT MSY LOMG7H 11�� ! Pc ac PAW Cik ELEVANIV AAMj/ NWET 1)7.50 149.50 120 � T ANlj1 Lr/iLET i37..R0 14850 12.2 ( /5a00 1 ! ' ( w )X00 20 MA COP 1 TCHL /NE' ti - H MME7W A�EIiR�E OW MET 131.00 Im.00 X0 W SEE SHEET ' SCALE 1 ANW aIiLET 1Ja90 /3m Do at W w�� ' aqp lb ANI/J 4 0040 (a4aq InPi1PwIMC SYAIILf 'y 60 0' 10' 20' J0' 40' 1.40' AAM/1 >n mw ao4m ( 4.7v �� SCALE I"= 20' ME . REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CI TY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. z ADD SMR, ALTW M,`r: 2 22 07 STREET IMPROVEMENT PLANS FOR cn WI REW" fER SCRIPTiON: CfY j� j tr/ PLANS PREPARED UNDER SUPERVISION OF RECOMMEN APPR WALL MCKM( REHSE SO" OCATiON: Af ANU1mT ay w �' DATE: 02 108407 BY: BY: z HORIZONTAL 1 - HYMETTUS AVENUE C -14A G7TY CHAIN AFW 57EfT 4/2/07 BMW DYNR A� Li B EYOND E Y O N D E N G I N t E R I N• LEROY B PETER A- ROBLES VERTICAL I - 4� R.C.E. N0: 41 ! STA. 40 +00 TO STA. 45 +00 sI - o 49 Lo CORDED FROM: Sally !>C lyX 15070 AVENUE OF SCIEII(E, SUITE 100 SAN OtEGO, u: 42126 DATE: DATE: z q ass.36S.OSOOTEL $54.355.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI A OF SHEETiIS :3:6 w _ LEVATiON: )7� D ATUM: TLS[_ EXP: ��-� WORK PROJECT NO. CMSOOD _ AC DIKE DATA TABLE SWa Car RAW LE7 W 162 _. _ _. _..... . _ ? 113?/13' 274 5141 _ � 3 NIitK71�' ... d7J' _ 4 M19V3511y ... 51 158 5 AA77ww 35154' 1 56 10 05FA 111 ELE'V - 151.117 _ P N STA = _ 6 iIi�H7.IRr _ PW ELEV - 14115 42914!? _ p PM WY - 14*51 . CENTS DATA ABLE „ ..,... � 1 . _._. .,..... , _.. ,.. ,.. _. OELr R D Ri1CRRS T LEIIA:IM _ i HYMETUS U 1 50 .� f _ PM WWXW PLANS SEE S WM 4 AAD A DEr aiOWwD a FW Awwwir P RVM sEE sw M 146 PLi1 QAANM6 OF N1E1fSEL'lpll Siff SiEET M PLN SRi16MP AAD SWNC PLAARS SEE 9EElS /! AAD 2a FW LAAV$rAW RAW SEE 9OW 20 MW JIZ R A9W QiiaAID 14 .7ai✓�K I # iI J o il 142 136 134 MME HQR1.2O' .. , bERT 1 40 +00 41 +00 42 +00 43 +00 44 +00 45 +00 CQNS7N=Ti�N NOTES 1. MIEN /LAAian t allAWIS 9NLL K WMS11WIED AAD lEM PER REQUII!]IEA►15 OF 1NE LEU".AR4 iwWWMR =WT (LID) 'STAWI1@ 2= O1 AC OWWAY FEAW N SANS 2 C 4 �- S WAM Lei' LS A NitAKE Pi iP PiAild143E AM LAD AT QZ TA Aa1fS1wr AGi,IIIiNI Y PA iEm PER S'1RIi xom SEciI w AAD 70-733-01131 70-733-01131 KE 9AJwY w OETAI 1, 9EET O 0011OWT OXMW PAIERS PER LAADX -W RAW t DETAIL A 94E1<T 1 2 SiD 2121E AND 9A 11 SiMAII N AG>L>�AMCE KR/ LID S1D OW O r nm r am Aw GuTu PR N o F? 3 11E SE WE 2" AC1>aSS NE AD1M OF RE 11AirV -AYd /T 9/ALL �3 1/!a I1PE 19-1' IENAN am PER mm i 1_S a INeAfMED N A liver 4EWTANT LiEi71E W NSTAIIED 59" w LAD SW Ow: 61CIPSJI 6 w r Pa av1ER &Aw am m=w nFLr B PER Aw c-11 S - Aver PAIID 6EiDiE7(AYE° 9W Ow: S UL K" SIMT)ED 1D CAD FW 0 t OETAI A SiEET 2 SEE 9EET ie Nor AM APPRO t. xpE>,r�AE c>snauc>ED • ' ! 4 AMN AW 9Wi K5?4W lMME1E)C POL LAM AW 7 G>:11lSiIliACT 4 MW iSiAAD aNls 11RIM1ED TIME B-1 PER RSD rrB R s i PER LO SW OW 9EET 2 SEE 90T le OW 9 _ s' SEW NIERT EtE1NNi1►S A�LL TA9E �LOMf T 4 PG7; SMEMMX PER RSD C -7 cnr�inucr w NaErArw�c wrIIL PER N�iaFzf 9EEr Is AAV uErAC 7. 9W i a aEAN CM/ K aWSNWIEV PER LW SAD OW S-& M SE Q y J AWT ■ MI 1111.1E iD OW ', d x � w v n w ' Na ' °• pwwr aw MipbWT N PLACE R.QMf n ' _ @ MWOW AID RA WE EV111rC SEEM ICQAX - _ - _— - - — - - r , xZ� � � � IELCA:Aff PENCE hx ZN �1 r �ei � ®� r, PNOAFCT KI1E111E1E1P w RACE A' AC aE PER RSD � :t 5 t "" aI+AB •J�4.[L[ )! / / ♦♦ OCA 1E E70S11MG me" sow Ac QIfE a t AND a „ u 4 H S 41 +� Mm.. --:., ..., r '" :it: 0 1 f r 'i :a'o µ,,. %i _ — _.. .« _ —4 +— r .. 40+Q0 M ... " � W v _ . .. „ , .:< w QRIEiw1 Y. Si<E 9EET f 1 , ©NW1p1E J \ T CLiV1RACIL>fP 1D IfELCC+I IF EMSIKC P7iE N/Q4AN i m.k. Y s f a , — � FACE OF pAA>B PER WA IiF 01 w U h f F {i 5 P 11ME Sil01NY aM SiEET 1? T 4 AC tbi�iEMiY 10 MA twWr 9MILOW WMt MM (25' CF WWF) CaVMACM H ` l 4AY 6? 1O morcr N ALACE _ f ✓ 1 111Q Rr T s c -sw Plc zwt g£ Pas Amom IN, ALT W N C•.) A \ r n L LJ SEE 9EET 12 Fw am A WrY PWW.ES AAO DATA TAKES a- p` I T APMNCIC APMIiQK P1 SiCME• N v E- T AM Q 31NiACE LE1MC11I l l 110y1 MET 13150 iK50 120 LN7 t, t r ' z y`,• •• 1/y1 CNfI[fT 13730 14150 122 �►.� Q I , I C1 1.w /saw 120 I MA TCHLINE ••. LAJ � '� , ° I NI'lETR/S A IEJYM�E rMR KEr 131. 1.)Ka4 ao OW aMEEr lansv 13100 if SEE SHEET 12 ' _�°• aaaa (a4aq atAPW � z A IV � QO/1G (+�7Nq O' f0' 2O' 3O' 1(T 60 N!0' SCALE t 20' a RENSIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT oRA1MNG N z a COTA- ROBLES ALb SMR ALT N 2 7 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED STREET MAPROVEMENT PLANS FOR w „ °^'°� !" �''° HYMEMS AVENUE C -14A OCATiON: L>w ar � HORIZONTAL - DATE: BY: BY: Imu S"m LEROY BODAS PET Z 6 �� allot s AUK ■ ■ O N . ■ M . 1 N ■ ■ t 1 N t p ER STA. 40 +00 TO STA. 45 +00 hIB~ MIEN 990T R.C.E. NO: AR dTY dU SI— NSLAAD MDT KNALT OCrES d f11 y�7�� /• - 4' 1so�o AVENUE of Sct�, SUITE 100 SIN ot-co, u: 92126 DATE: DATE: SHEET15B OF 36 w i I CORDED FROM: VA710N: 77.E D ATUM: r e� 656.365.0500 � 858.365.0400 FAX www.NO�TE.00M IBRAHIM D. BARHOUN EXP: WORK PROJECT NO. CMSOOD T Nsr ST. SAA1l 0 y R �i zl 10 a Z ! }0 VC. f W W x 72 f0' - V.C. o Ith s o 10 VC. ^ ^ V.C. z V.C. g g 3 0 ' 30 •o ExrSIWC GROIAYO f `� W K a 30 °g ,'� '�' 8$3 � s-__, ^ r 5 1 5r o m I ., W. _. ..m 7h..0 �d '0..... ''. n.N _.. ' I x O �__.. ^..H.. ,ra 2 9,1~ Z W Z i - �, �,..� I u ,� � 5 t 5 ...3.96 } w v ,\ ,,,� `� + i W �. =1 '+ Zg a o „� - . �0 5'-�. ' �...... �+ ,O 5 5' 5.36%' ,•� `M°.. m !0 L. g �,I \. r . _.. $ b........ 19 a_ 5I5 �1 .` O o O .�.s0. _.. O �0 "7 O gi /........ I _I ........ fINMShIED CROUA4D Ln s o „i j1 t° m '0 1 ' EXISIAVC G7P(x/Af0 `° £XlSTNVC G EXi snwc G�o 8 1 ' f'ff&l ED CRa�nn 1 fWSWD 6ROM T it 5 5' r ANSfiFD G9Pa/MD 5' 5' _ Y. 3 ExISANG G1Plx/h10 n 5 5 g3 o N �' w 5'{ 5 , i ao `�`� ° fxIS1ING GROIUND .� .r ,r fAW57tIED GRaMKJ r .aa a; F WSWED GROUND g W V.C. VC. o V.C. VC 56 1 0+00 0+50 0+75 0 +00 0+50 0+75 0+00 0+50 1 +00 0 +00 0+50 1 +00 0 +00 0+50 0+75 0+00 0 +50 0+75 VULCAN DRIVEWAY PROFILE ) LA LCAN DRIVEWAY PROFILE VULCAN DRIVEWAY PROFILE VULCAN DRIVEWAY PROFILE VULCAN DRIVEWAY PROFILE LEUCADIA DRIVEWAY PROFILE A AT STA 10 +71.72, RT B T STA 11 +42.60, RT C AT STA 12 +27.97, P R AT STA 15 +54.86, P R E A T STA 16 +60.62, PR G AT STA 12 +01.37, LT c a 0 a � v 78 g 76 72 72 id 3 N O Cf kn ZR c �" `o 8 `�$ �b " O S b O O 72 ^�� •�O 6 0 6 S - ` N FAW51ME0 GROUND L �LEC 7 'o fAWShIED GR OU ND — — — t7mv ED Gna!!Nf) Cl h 1 ps $R EAX7S G D 154 6 0 FMMSMED GiRa1MI o �° EA7SIJWG Q4aAM0" 6a fxrSIWG GROUND � � 3 8 64 64 e £XJSIING G7Pa/IMO 150 10 E� - GROlNVD 64 c FOWSHED GROUN3 1. T GAS LINE 4 1 so 60 12' (C -900) PVC STORM DRAW 0 1.00x a Exrsr. e N 52 53.5± L£ 60 56 0 1 0 +00 0 +50 1 +00 0+00 0 +50 1 +00 0+00 0 +50 1 +00 0+00 0 +50 1 +00 0+00 0 +50 0 +75 a 0 v H LEUCADIA DRIVEWAY PROFILE (D LEUCADIA DRIVEWAY PROFILE @�A E UCADIA DRIVEWAY PROFILE ) �A ADIA DRIVEWAY PROFILE HYMETTUS DRIVEWAY PROFILE TORM DRAIN PROFILE SD —A AT STA 13 +25.87, LT AT STA 11 +92.41 RT T STA 12 +44.44, RT K T ST A 14 +08.75, LT L AT STA 43 +21.62, RT til AT STA 10 +61.68 LEUCADIA SEE SHEET 8 n N W n F cx N 3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK S CALE DESIJUED BY 1 D RIP BY I THTQ Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z EVIff A WL E A Z- -e7 DESCRIPTION: t4C&TE PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPR DRIVEWAY AND STORM DRAIN PROFILES FOR to .. aTY OF aroi XInMr � 1*0 IW1� �I VULCAN AVENUE AND W LOCATION: ME cue aooaE Arunol►T 1' 20� DATE: / BY: BY: C_15 W - HORIZONTAL ^ RAW 010 QMTAS Alt in BEYOND ■ N• I N! R R I N G / I1756 L OY D PETER COTA - ROBLES 2 VERTICAL R.C.E. N0: � I/� /� RECORDED FROM: MOM DISK STAI/�D QC l�Q. 1 s '' 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 DATE: 2 s O7 DATE: Z• LZ -D � LE UCADIA B OULEVARD SI -O49 C7 ELEVATION: 7740 D ATUM: 1L51 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI OJ -31-0 SHEET 16 OF 36 W x EXP: WORK PROJECT NO. CMS000 _ N _ �. -.. -. �, YG ENSW gum '13 515 _ - e 6 -_.. AM— _. 419 ;ill- R _ fJrS']IMG (a1aAn .. � i E�S11YiG;1i1��10 w .. i1MolED OIiQM) S S S .� S . ce / wm so _ T •1 _.._ _..... V.G so o M.Y-. 0+00 0+50 1+ < , 0+00 0+30 1 +00 0+00 0+50 0+73 0+00 0 +30 0+73 0+00 0+30 0+75 @ LCA N DRIVEWAY PROFILE WLCAN DRIVEWAY P ROFILE C WLCAN DRIVEWAY PROFILE WLCAN DRIVEWAY PROFILE E - WLCAN DRVEWAY PROFILE @�A EUCADIA DRIVEWAY PROFILE LA T ST 10 +71.72, RT B AT STA 11 +42.60, T AT ST 12 +27.97, RT AT ST 15 +54.86, RT AT STA 16 +60.62, RT TS TA 12 +01.37, LT K .. _ -. y s 72 pSSNG (i11aAn I _._ _ __.._ _._ _ .` . _. _ _ EJMSWMG AaA10 i1M9ED � _ - ? tie I plS11MG � _ ^ r' 130 8 a _ _ _ _.. _. Svc c�cr,Mo _... _.._ _ _.. ,._._ sa aaav Y ' 1 0+00 0+30 1 +00 0+00 0+30 1+00 0+00 0+30 1 +00 0+00 0+30 , +oo o+oo 0+30 o+rs 0 H LEUCADIA DR I VEWA Y PROFILE O�E UCADIA DRIVEWAY PROFILE J LEUCADIA DR VEWA Y PROFILE 0� DRI PROFILE L HYMETTUS DRIVEWAY PROFILE M TORM DRAIN PROFILE SD —A z AT STA 13 +25.87, LT AT STA 11 +9241, RT AT STA 12 +44.44, RT AT SA 14 +08.75, LT AT STA 43 +21.62, RT AT ST 10 +61.68 LEUCADIA — SEE SHEET 8 vi uj Q o N In Q W 1 J C Z v C RENSIONS APPROVED DATE REFERENCES TOCARON: BENCH MARK SCALE DE DRAM BY I BY APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWNG N O. z Lw MF £IAAIIAAm cm NO t PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DWAMY AND STORM ~ PROFES FOR - 11ON: !!If' t !Il � 1�0 w ' 1 � �� HORIZONTAL i =MY DATE: � BY: BY WLCAN AVENUE AND -5 Z ; 41W LEROY SODAS PETER COTA- ROBLES LEUCADIA BOULEVARD SI- 049 cD R.C.E. NO: ED FROM• VERTICAL 1' • 4' 150)0 AVENUE OF SCnNa, carte 100 SAN O1ECO, CA 2 DATE: DATE SHEET 1 bAOF 36 w ON: 77i � ATl1M e/ 858.385.05W TEL 856.38S.0400 FAX WWW.NOLTE.COM �A{IM D. BARHOUMI �,�..b EXP: WORK PROrlECT NO. CMSOOD ROUNDABOUT CURB DATA TABLE I SYA1 a DELTA /31EAW RADIUS LENGTH 1 117452' 24.00' A71' ali = 2 8957'56" 24.00' 37.68' a 3 89'38'4" 24.00' 37.55' W ; 4 9071'56 24.00' 37.85' s 5 70'44'12" 24.00' 29.63' z i 3 6 745718' 16.50' 21.59' 7 464622 ' 16.50' 1347' I 8 J2'3J'4J' 16.50' 9.38' I 1 , 0 , -, u" ", i 9 9071'56" 16.50' 26.02' i I ` f f I f 3 a I � ' 10 8975'17' 16.50' 25.7$' a r w z1 io Iwo p t a o . � � I o° o r ° INDIAN CURS DATA TABLE afiz ° r Q SYMBOL DELTAAlEAR#0G RADIUS LENGTH 9% f z , ° 1 180 170'00" 6.00' 1 &85' - -rv-� 2 N7475 1 ... 1313' n CW 3 8641'30" 1.00' 1.51' 531 4 Nl9 '3'9'w ... 10.01' 5 9378'30" 1.00' 1.63' 8 ® 6 N7475' I 1371' N I I .., a.� I 'o i NI ... 7 N/917.J B 9J 150' ' 'w 10.00' , 9 0721'04 10100' 13 47' i n .; ----------- " "----- 10 717J 2.00' 1.49' 1 N 7T54 &45' ao a 1 1� o 12 IIIVI06' 2.00' 388' 4 iJ 10171'05' 80.00' 1399' a �� 14 8717345' 1.00' 1.52' o r , . 15 870'12"w 12' w.... ? 16 N 112177'40' 1.00' 1.96' S 17 0054'40 550.00' &75' 1 � 18 8073,. 00, 1.40 r � 1. o 19 Nl6 43'14'W ... 8.49' " 0 ° 20 8149'19" 1.00' 1.45' 0 21 00'4023" 550.00' 6.46 ° 40000000 a o00 ° ° °o , 22 86746' 1.00' 1.51' "tea - � - / r / 23 N174125'W ... 5.71' /___.::: ... . - - 25 0141'40 550 16.29' i 26 16831'17' 200' 5.88' 6 � O 27 014023 550.00' 16.06' i 28 9517829' 1.00' 1.66' 29 N7133'49 5.64' - _ 30 87'39 1.00 1.53 ° °° ° ^... w ��..... ,. , " �., ° 0000 w' MMk 31 N2046'S5 "W °� 31 14 '3141 m 37.00' 9.45' / 33 6570'36 2.00' 2.28' 34 N597122 .. 5.69' i� i ] 1 ° 0 00 oo 0 ° f 35 1185128" 200' 4.15' .� 36 434" 64.010' 9.39' 37 N10 7144 351' OF A8O!/F JB 8155 3T' 1.00' I.43' 39 N597332 " "£ 6.30' 40 116'45'01 1.00' 4.08' I` w i� 9 � w ;� » �r % „n" � ww ...�,� 41 87954" 95. 00' 13.81' i - 86 32 00' 51' 43 'ii "E 4.59' 44 8676'34 1.00' 1.51' _. , , ,. E , � _ � . _,_ �. ,,, .. * � 45 0771'31 95.00' 1 12.20' i' 00000 ppO 46 8673'17" 100' 3.01' _.:. _ ..... 00 000 o T o o C a a e < .. v e 4: 1 WA 21+Al - 4:1 MA 75 R��.< .. L/M /TS OF GR -6 - - - -_ - _ _ - ^� �k 0 ............... 1 / / t.. D 0 fiv I o od 0 �o °o s� yid A r t ''% A '..l i •••t 1 i �1 r' � FF O GRAD 7IV SCALE 0' 5 1 30 , 15' 20' 30' 40' w SCALE 1 "= 10' 0 AV IERSE W D W SCALE. 1 =lo _ IE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE " Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z xl /S' r 2-u-�7 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN APP D GRADING PLANS FOR N `� W DESCRIPTION: CITY Or E1Md1 /LAS AM / 140 Q Lu LOCATION: ME cw AovAW QV MR HORIZONTAL 1' 10' DATE: A/10 0- 7 BY: BY: LEUCADIA BOULEVARD cmle w R A W 0 " E 1 1 A M S Alt in BEYOND E N G I N E E R I N G 41756 L 0 PETER COTA- ROBLES ? 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 R.C.E. NO: ss i7 AID H� W AVENUE sl -o 4� z 4 RECORDED FROM: BETS MW STA11�D OC 14Q VERTICAL 1 " 4' DATE: DATE: Z -LL -O "T ELEVATION: 774M D ATUM: 1LSL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHI D. BARHOUMI � SHEET 17 OF 36 W x EXP: WORK PROJECT NO. CMSOOD ©MMMFTFf ! / MW*73I O >4 iii MWIKAMWMA 0 X !I ONFU3] 0 ' °I 4 `• ` _0 LI ! WPM MERM Emwa 4 w� Ar f n}t g+• 1, : E .Yy. Y•"r Wi 4 p '3�7� ziwk wi I � 0 r' M' M FXT , ®l7Fr�t+i ! I r ,t r y 1 r x�a • 1 • 3 .,� .. IRMO ` yr \ Ir F l 0 • �. - ci !- .S3Y•I'E3:N l) E� Ilrr � .. q �' y� _ � �� ; � i '� k , - � ./ 11. 1�1 0 ' I �l .. `• ' 1 _ — i 7• i •c• � i © r EM -• " �. ., . Y °��- .. I F' , ,, + ": �± �f a �` © /.•r+ �MMVTIY . • y.• • { 1y5} t��v •�"¢'';.:: , �� I „ �!r 4k ...4` ' ♦ • �Y� r d EFTIM VIII , �• Y . -, �� - ,:� _ ® ter. lil r - - #V I M © _ - z, L� • e� d s uU R ,a'ia 4 „. ac, "z ,,,a A . 1* a°"'3�n'`:4 „ • :1i 7 I '7 I ! . / riI ti p”` sT kr. 5. yff.A�'C `p ° 1 v I r r`� � E �• � y � b !' • / • ... • 1 ®� ' ® �l; i. �T�71: i1 •= i7�17:L1 ",:�- 1a�aC'��:1a•� =1� . - • • � • � . • � - • -_ •. • • 111 V ... . .... .... . .... . 154 F9 154 7 77' v � 150 0 z l c 150 FA z . ...... 146 146 < C L . .......... z N < L6 . . ........ 142 142 4 11 - - - . ..... 0 IV to cl a. oe 0 .......... I Z' PRQFXE x ............... . 1 8 SCALES HORIZ: 1 0 fi 1 71 1+ ..... 1 1 .. ..... . ... . .... ...... ........ tjo Rr C )c. W. . ...... .... ... ... ... .. ............ ... . . .. 0 ...... . ..... . ....... 00 0 .. . ....... . ......... . ..... . .... ..... G .. ... ..... ..... .. .... . G....... . . . ..... . ..... .............. s ... . ......... ...... MEDIAN CURB DATA TABLE SM11W DEL TAALrAR*VG RADWS LENGTH 0 2 0 1 169'40'34 2. 00' 5.92' 4 2 00'43'27 12J2.67' 15 56 00 0 0 v ' 3 9379'26m 1.00' fi r. " 00 o 0 4 NX040 OW ... 1 10' L _ Fo_o 1. 73 —r '� 5 NVI'34 m IV 6 0178'06* 69569' 1581 7 NJ45'IJ*W ... 7.39 8 8679 1. 00' 0 0 9 00'J4'09 1232.67' 1225' BOUT 10 813926 .. .... .................................... I I N1620'42'W ... 9.10 200 285 r .. . .. ... .. 11A Q 12 ," 11322 2. m (m 0170'43m 69569' 14.31' ROUNDABOUT CURB DATA TABLE ... ... 14 4017/'49" 1.00' I'49 1.40 0000, 0 15 11701jo 200' 4.11' 10 SWa I DELFAINEARM RADIUS I LENG7H . .... ------ 16 0828'22 90.00 1 J5 15646 1 24. 1 14Z42' ... ......... ' 31 �� '14 7 17 84'06'06 1.019' 2 1 J5lV758P 16. 00' I 94 05' 18 N7XJ9'59 T ... 5.19' 19 86 79'51 1.00 _ FT 20 M19 ... 11.95' 177+2101 LfW" Obf w ------ - 21 8074'11' — T - 42+41.74 HINWWr AV ........ . . . . . 22 41 "E ... 6W' . ........ . . . . ... 23 a , "W 8.27 ' ......... . ..... 24 109'27'11 200' AF . ........... Fj � 25 0 101.00 .w 7*4624 4 N 26 875940 1.00' 1.54' . ............ . . . .. . . T/ .... 27 N10 3 "W ... f0 02' 28 9171 1.00' 1 29 974'10 79.00' 12.96' 30 69*43'22m 200' .. .... N1076'JoW ... 9.23 ' . ...... . ..... . ...... . ...... . ..... . ..... 32 9217020 1.00 1.61' <! ji N81 34'16 ... 3x33 ............ __ ........... - ...... 34 17271'40 3, 00' 9.02' <1 35 M73*4556 ... M 63' '3W ............ ....... .... . . . ............ . ........... ---_-_-_-_- 36 48'01 m TOO' 1.6 Qv 37 6831'33" 2. 00' F39 J " Qp J8 M56 7 1 7 1 ... 73 ff -- - - - --- - --- - ----_--------- y J9 118255 T 200 4 IJ 40 0770 J3" 110.00' 14 10 86101'J5 1.00' TY 1 'Is 0 N75459ffiE ... 5.61' . ........ . .... ...... I , w 0 85'48'01 m 1,00' 1.50 00 r . . ........ 08'4628 . 84.00' 12.86' 0 "1 00 0 GRAPF#C SCALE 30 1 -------- ol ------- ....... 5' 10' 15' 20 40 . ......... . .... . ...... . ..... /NTf*=7XW DEMAL SCALE 1". 10' 7 Ad - 4- 7 �10_ 1 . ........... REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y H K Y APPROVALS CITY OF r=NCINITAS ENGINEERING DEPARTMENT DRAWING NO. z nAPOSEWlit A7'010 a: Z•22-07 DESCRIPTION: 127Y EIM LAS AM if 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN APPIM GRADING PLANS FOR co OV , 02108107 I . LOCATION: AV QW MW AGURVE QV AR HORIZONTAL to DATE: BY: 6- /Z� BY: LEUCADIA BOULEVARD C=17 oll" Elmus Alt Id BEYOND ENSINNERING _L ROY EWDA 5 PETER Cl RECORDED FROM: BUSS R.C.E. NO: 417M D' SWIM W ma 15070 AVENUE OF SCIENCE, SLUTE 100 SAN DIEGO, CA. 92128 DATE: DA AND HYMETTUS AVENUE 81-049 an VERTICAL AVA DA TE: I-illm 858.365.0500 TEL 858.385. IBRAHIM/`D. BARHOUMI z ELEVATION: 7740 DATUM -M 0400 FAX WWWNOLTE .Sl. EXP: 03-Y-08 SHEET 18 OF 36 I I I I I WORK PROJECT NO. CMSOOD I _4 ""Ipt IF Al II!!P1 la I Al zz 4, R A owl Ir W%tww w l , W� f1mmEmm �4A mop R. -N A lln� memo M 4 N �MIIE of a 06YA < #PN.tw- F. .. F �'� ` kK`�', a S' :5� W^ - L . °. ..�aA:F �'� r C ' ^. �+#:.. , � . / /// $: • ".:s -.. X. �j 2 FY f u ft�ftlb r7mr L ice_ rum Tolle WE E; NEW smi'M NOMMUDO MT 00MONEVEW ONNUMME Will �=Efbm MA. N"' � 4110 S W .+� t I �•� Sa qxa :.. _© / VI 'U p c IV R! I 7 �kN KIM A / :+ I Jbl� --T j i 0 -m F line men lub 1 3% Ilk BENCH MARK APPROVALS D • • • • GRADING PLANS FOR PLANS PREPARE UNER SUPERVISIN F I RECMMEND APPP t j A, 02108107 LEUCADIA BOULEVARD FT DATE: Ely: BY. C-1 7A HORIZONTAL I : -• -.I PETW COTA-ROBLES R.C.E. NO: AND HYMEMS AVENUE SI-049 D- - DATE: !VIA0 �PECORDED FROM: VERTICAL ��IELEVATION: )7 DATUM: MCI 8!53.345.OSOO TEL 958.345.0400 FAX www OLTECOM IBRAHIM D. BARHOUMI EXP: WORK PROJECT NO. CMS••D cg�� r IRIR�O rac TO L"T L D NO m l CRONN� OI�I ■AY Y ul" MI IELD TRUCK 97,t PA ou -1 Z. 1 TRH NOT w «I.�I ROUTE �b 0 W = N aRCxE 25 3 5 ♦ ux RO...aac O �, ol■L�, ,.i PA33 i o R1 -1 RI -2 R1 -2A R2 -25 R2 -J5 R4 -1 R5-10 AA�OM�ED R5 - 2 R4 -7 R10R R8-JA RIO-12 R14 -1 R15 -1 R15 -2 RXV -1 (CA) R26 RM RJ5 R -47 (CA) ADD R61 -5 (CA) MI -22 (CA) All (CA) RI -4 (R6 -IR) (R7 - -M) d h = n � S N 1 o Ip < t> THROUGH ENU 5 101 0 anoum CL�MANCE N7 -1 WJ -J W-2 M7'0 -1 M7'0 -2 N71 -2 RB/A R81B M7J -1 W -6 M76 -7P X3.2 N5J (CA) A/1 -1 A11 -4 A4-6 A016 -J TRUCKS LIM N76 -12P W!b -ILP . Le Coda Aw NYO-5 rA COASTER ••� • Hermes n Vol • e 1 -7 ADD OJfIJ -! D11 -1 OJ -1 W -1N a_ �C REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y Y APPROVALS CITY OF ENCINITA8 ENGINEERING DEPARTMENT DRAWING N0. Z A 161 *6 t Al Z- .07 DESCRIPTION: M of BMTAS ALL > 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP D SIGNING LEGEND FOR v LOCATION: Af OR MEW AMV r av AR HORIZONTAL 1 _ � DATE: 021IM107 BY: Y: LEUCADIA BOULEVARD AND C-18 � mow OWN A7mus 0 W) BEYOND E N S I N E E R I N G OY B A PETER COTA- ROBLES RECORDED FROM: A SS � SWFW W 140. VERTICAL N/A 15070 AVENUE OF SCIENCE SUM 100 SAN DIEGO, U. IQ/I M 92128 Nft� R.C.E. N0: DATE: 1 j � DATE: Z • 2L -D1 VULCAN AVENUE 81 ELEVATION: 7740 D ATUM: AILSL 858.385.0500 TEL 858.385.D400 FAX WWW.NOLTE.C W-31� SHEET 19 OF 36 tit EXP: WORK PROJECT N0. CMS000 a W2 -6 W- 16 -12P .; W13 -1 (!s STR /PP /NG NOTES W; VULCAN A I/E MA TCHL/NE O1 DaaE YELLOW LANE, PER DETAIL 22, SID. PLAN A20A W H RAMS SEE BEL 0W , _, O2 4' *#IE LANE LAME, PER DETAIL 9 SID. PLAN A20A WTH RPMS o z 3A 4 ...... O 6" NfNTE BAKE LANE LAVE, PER DETAIL 39, SID. PLAN A200 6" NHIIE LhE, PER DETAIL 39A, < ,q SID. PLAN A200 rr' c, . O• F 200 ` 1( l 1 V ( L) L ARROW SID. PLAN A 24A Q W .. ....... � e ., €§ t ! ,. '" .. CC Sf?a . 4.'. 4,g .;. � rk u'� ,z`•; x ' `H rY.fi � *;p ' i x uv^ J *3 I .�A ,Y "5d� � 1 i gs I I o � GRAPMC SCALE r YELL' PAAVIEOlCURB � NOSE LOF MEDVAN YELLOW 4 SMOE ...... uyrx sr£ z - � t an ®PAVEMENT MARKNVG FOR WE LANE PER DETAIL A �I CROSSWALK PAYMENT MARKMIC PER DETAIL B s 5 - Z r R6 -1R .. f II r �'�` G MUD LAC LAYOUT MARKAVC (SIYARK 700TH) PL DETAIL C cs 3 1 7 rrP 4 1 B `; - _ B t 11 4 "WOW E06E 4 1,mr • /fit Di rAA: 17 8 , srD- PLAA/ A 2 .. — 8 - - - - 6 6 T W2- 6/W16 -11P t� /Z" VCL40W GAl&UWALX � ' B 1 1 1 -1H - _ wi3 -1 Cls� -- " � r.= zl 8� 11 0. 0. 3. 74. '� �` .., TRA 9 TYP R1OR ° 125. 1r -1R _.... ❑1 RELOCAI /- �M010N'7E00 SYGYV �.. 4 n ® RELOCATE NI -21 (CA) 59W L ,.... .,,. .'a5°' �... ' t i �' t:xn'.' i r — - `: \ — V _ ... PROTECT EAISAW S" #V PLACE d. 11 �/ ......_ .. _, f' 1 n '_I` RE E -S 3 d ° o ❑4 OCAIE ING SIGN AV PLACE u % s • � ( ., ..„ ,.:: ;t - -, ...__ ,-.,, n. ,:, '' � ` >°,�[,<�. i a. m ... �'.'?a ', ; `mi x , s I N : m. r GENERAL NOTES ALL EAISANG SIGNS TO BE RELOCATED IN PLACE SHALL BE MOUNTED ON METAL POSTS CONTRACTOR J N; TO REPLACE EXISTING NVOO POSTS WTH METAL POSTS W2-6/W-16-12P -1 (�) � EXIST CURB LEP/CAM SK, W KXCAN A W & AVRWS A bE A 5' 6'- 4' 6' 4' 3 SCALE 1 " =40' t END CURB RETURN PA =7 g BAKE LANE YMENT 11. 11 0. W2 -6 6 -1 LAME LE6r<An _ - ... W1 -' (` :) PAVEMENT MARKING FOR BIKE LANE ° 4 NOT TO SCALE a s 14t ..: i 12 SOLID W1 IF LINE 24' SOLID NHITE LINE T ti . 2 7.... ,....,„,.° ._ . 12 SOLAO NHITE L#VE .. M. I f , ... ". • tl v J _.. 6 WIC 1TF (.R7 -9A) �._ _. ..... ....... k — -�-- �-- — 24" I „ W2-6 2P ...... w1 3 -1 :� N \ \ .:„ _ - ' aAZ -1H ' Zso' -A . , i '�, 1 50' LK PAVEMENT MARKING t N Z,�. OAIT- H a - ._ I `C .. -, B CRO SSWA 3 ... .. NOT TO SCALE t . ..... v �. n . A i' � � SJ W; .. 9 tEucAO►u er ro 2 ( ) 1 rrP � s 6 � � r R10R� - _. / t f N D3 1 �. sr R7 -9A l VUL CAN A VE MA TCHLINE ° O3 -1 nr. _, SEE ABOVE NO TO SCALE , � ,,. � ; LlN LAYOUT MARKING SHARK TOOTH i KXCAN A W SSCALE: 1 =40' i W2 -6 W16 12P l I 0 W13 -1(if) LEUCAOVA BCrO � N1WT1US AYE o' 20' 40' so' so' 120' 160' SCALE: 1" =40' SCALE 1 "= 40' X W i REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK WALE H K Y APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z 2NArv a 449 •0 DESCRIPTION: 177Y 9T EAA7 rAS BJL j 140 PLANS PREPARED UNDER SUPERVISION OF REC MENDED APP 0 SIGNING AND STRIPPING PLANS FOR ¢ v 7 LOCATION: G>AP �� Aa/TIOV7 Lill A4 �. PLO uA HORIZONTAL 1 = 40 DATE: BY: BY: LEUCADIA BOULEVARD AND W 1 R A Q ( S BEYOND E N G I N E E R I N G // ROBERT WOH PETER COTA- ROBLES RECORDED FROM: A14ASS Lam' S7AiF0 X /4Q VERTICAL 15070 AVENUE OF SCIENCE SUrrE 100 SAN DIEGO CA. 92128 R.C.E. `O A� NO: 41136 W N/A DATE: 2 - 2.2 v'1 DA Z -LZ -O VULCAN AVENUE SI -049 5 ELEVATION: 774 D ATUM: 1LSL 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM IBRAHIM D. BARHOUMI Z x EXP: 03-JI-08 WORK PROJECT NO. CMSOOD SHEET 20 OF 36 W DETECTOR ASSIGAMENTS COI IDWTOR SCIEME GENE NOTFC AI►'C SIZE fvLB LZ7MUIT HUNS ND 1. ALL WORK, MATERIAL A EQUIPMENT SHALL CONFORM 1n THE POLE AAV EOMMENT SCHEDULE PAT fIBLD TBRAr OR CABLE PIIASSA' OR N N N N N REQUIREMENTS THE STATE OF T STATE OF CALIFORNIA DEPARTMENT OIL , SLOT Cl9NNLL"TION TrPB CI i[�vIT ® ®O ® ®6 TRANSPORTATION STANDARD PLANS AND STANDARD STANDARD AWAY SIGNAL AAN hmv PTO PB AVPB IATBRNALLT PUCBAfrhr SPECIFICA IMS DATED MAY 2006 AND THE SPECIAL AfASr ART ILLUAUN TL'D Rd'YARA:S' 1 7 J 5 U T5 -5 & 6 1 1 1 1 1 t PRONSIONS FOR THIS PROJECT. 1: MA' SIC HPS` VL'/IlMr PBD A'YAS X" PHASST STRd'"AT NAI/B A B 2 7 J 5 L T5 -7 E 8 POLE 1 1 1 t 1 1 1 DIRECTION OF TRAWL 3 7 J 9 L T7 -11 t 12 3 -/14 POLE 2 1 1 1 1 1 t 1 1 1 1 2. LOOP DETECTORS SHALL BE 6' TYPE E" LOOPS CENTERED IN LANE IN VEL UNLESS OTHERWISE � 1 24 , -4 -100 JO' 15' 250W MAS SV -i SP -1 -T d W A,B WiLCAN AV£ 13' 7" 6 4 7 J 9 L 17 -11 t 12 SPACED 10' APART 11 4 pOL£ 3 1 1 1 1 $HOMW, LOOP NNtE SHALL BE TYPE '1 ; AND LOOP DETECTOR AC1)VA BLANK-OUT 5 1}C 2 /6 -JCA 75" - - MAS SV -1 -T SP -i -T d f d L£LM.iDIA BLVD - - 8 J 6 U T5 -9 11 - 1 4 19 -3 -100 25' 15' 25OW 1 1 1 LEAD -IN CABLE (DLC) SHALL BE TYPE W ALL NECESSARY R -1 T N 6 8 J 6 L 15 -11 1? SIGNAL POLE 4 1 1 i 1 t 1 1 1 1 1 STRIPING SHALL BE LOCATED PRIOR TO POSITIOMNG OF DETECTORS. :1 X 3 17 -JCA 20' 15' 250W MAS SV -1 -T SP-2 -T 7 N 7 NALCAN AV£ - © 8 d J 6 U 15 -9 10 CABLES 3. ALL PULL BOXES SHALL BE N0. 5 UNLESS OTHERWISE NOTED. MAS SV - 2A SP - - 7/8 S/IY 8 LEUCADNA BLVD 14' 10' 9 8 J 6 L 15_ ! 12 �C EXSTING STANDARD, MEADS, AND HARDWARE TO REMAIN. (N) NEW 10 8 J 7 U 77 -1 t 2 4 4 4 4 1 1 4. LWAMNARES SHALL BE FULL CUT -OFF WITH TYPE IV PHOTO PPB 7 11J L 78 -8 & CON 9 4 4 4 4 1 TOTAL CABLES (3 COA0112 CONO) ELECTRONIC UNIT. 2 1 PPB 8 J 7 L 17-3 & 4 NO. 10 LUMIIVAIRE 2 2 2 2 2 2 2 5. ALL NEW VETIICIE HEADS SHALL HAVE BACICPLAIES AND 12" EVO 7 J 1J U 79 -7 CAM 9 C GLASS LENSES ALL VEHICLE SIGNAL SECTION HOUSINGS Q EVD 8 J iJ L 79 -8 & COLA 9 A i 1 1 1 1 NSORS, AND BACKPLATES SHALL BE METAL. ALL INDICATORS APPW EVE AT J 1 L -8 3 COW 9 TYPE B B i 1 1 1 1 SHALL BE LED, INCLUDING PEDESTRIAN HEADS �E 0' 10' 20' 30' 40' 60' BO' 7 4 4 4 4 4 6. PEDESTRIAN INDICATIONS SHALL BE TYPE - G'. SCALE 1 -= 20' 8 6 6 6 6 3 3 7. PEDESTRIAN PUSH BUTTON SIZE AND MOUNTING HEIGHT SHALL CONFORM TO THE AMERICANS WTH DISABILITIES ACT, TOTAL DLC 12 i2 12 12 2 7 3 'ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES.' • I � I fVPE -OLC 4 4 4 4 1 2 1 °C & ALL SIGNAL POLE STANDARDS SHALL HAVE ANCHOR BOLT 0 e 1LUMMM SnIEEr NAME SIGN (/10) 2 2 2 2 2 2 2 COVERS. `} ACi7VA7ED BLANK -our (11`0) 2 2 2 2 2 9. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION 2 C, DLC CONDUIT SIZE 2- 2- 2- 2- GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S i + I 2# 2 ' J .T 2 .1 2 RESPONSIBILITY TO PROMS 7HE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ** EXISTING COWT TO REMAW,, COWXTWS POCAIED AREA 10. CONTRACTOR TO COORDINATE SERNCE START -UP WITH SOG&E TO N NEW CONDUIT MEET SCHEDULED TESTING AND TURN -ON DATES 11. THE SHOWN LOCATION OF ALL EXISTNNG UNDERGROUND ' I ,� W UTILI7TE AND ABOVE GROUND HARDWARE ARE APPROXIMATE. 2 THE CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR LOCA77NG THE ' SUBSTRUCTURES, NWTHER SHOWN HERN OR NOT, AND PROTECTING 2" C, DL 9 1 2 THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR. HAND DIG FOUNNDA17ONS UNTIL CLEAR OF SUBSTRUCTURES, E - - - - - �✓ ��'� I REQUIRED. TO PROTECT UTiUT1ES PHONE 'UNDERGROUND SERNCE ALERT" AT (800) 422 -4133 PRIOR TO CONSTRUCTION. J i l l 1 -- 9 CONSTRUCTOON NO>Fs l� EXISTING TYPE 170 CONTROLLER I I r 2 112 C, 30LC ♦ I j ❑2 EXISTING SIGNAL AND LIGHTING SERNCE ENCLOSURE. r ® 4 I DETEC ASSEMBLY (PTICOM) ABOVE SIGN ADS AT 6 I LOCATIONS SHOWN ON PLAN BY Or SYMBOL. OP17CON SHALL BE !.3 4 I m 7W 6 M C, 4OLC 2- C 3M OPTICONI PRIORITY CONTROL SYSIM MODEL 722. SEE i _ 3 I 2 C, 2OLC 2 OL OLC EV.P.E. DETECTOR MOUNTING DETAIL THUS SHEET. IB 8P 4 T 6 INSTALL SIGNS ON MAST ARM PER STANDARD PLAN ES-6T, I RIO -12 — — — — — — — - 0- I DETAIL `80 I 2 2 1 L e ^ - - LEUCAD /A BL VD . M 7 ❑5 R3 -1 ACTIVATED BLANK -OUT SIGN TO BE MOUNTED ON EXIST. POLE. f L' t I © EXISTING STANDARDS, PULL BOXES, MAST ARMS, PEDESTRIAN a 185' HEADS, SKINS, PUSHBUTTONS, AND APPURTENANCES ARE TO BE REMO ANO OF AS CTED BY CITY ENGINEER. EXISTING f._ I 5 7 LI IT LINE 1 DISPOSED 3 3 TO ►�, _ AW NED o c ! Wi n. x. DETAIL -A- I 4 4 4 4 i - - - - a JACK "P MG /X'6 /1 � STEEL C Wl fdV MM 4 - -EXISTING PPB I /A MB Z 3" CONDu /iS m SEE Srf , eS fOR � � / I Ri 2 Of ACTK I zounm T o DE Ai R3 -i I OA 3 I 12' NH11E TYP. ( ) 4 1 4 R10 -12 B 0 8 6 M o 5' MIN. . ` L - - - - - - A r 6 / 2� C, 3OL� CURB �+ POLE PLACEMENT DETAIL L v 6 I O R PHASE DIA&9AA1 NOT To SCALE \ I R O O Y L 101 1 E. V.P.E. DETECTOR AfOUVTM DETAL 6 I 2' C. DLC O I kA (,E. V.P.E. O G 101 (,E. ETECTOR 1 2 3 4 A 3 1WACHM M O IKON \ ( am � ® O YA VEHICLES I t •7P 07P t t TACH OPTICOM UNIT DOTAL A �+ NS •6PI —i �I I oeP MASTARM W7H NOT TO SCALE 10 101 -121 AS1R0 DETAIL 0 8 0 5 6 7 8 C.E. N -BRAC' OR EQUAL 2' C, OLC R. NO. NOT TO SCALE EMERGENCY OPERATION -FLASH ALL PHASES RED X 12 JI -OB * STAINLESS C /NIL OLA + OLB + /1 +/5 SIGNAL MAST I STEEL BAND 5 — 1 OLA + OLB + 02 +06 OLA + 03 +07 iA, IB SHOWN ON PLAN $� REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW scALE Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z Mr I D ESCRIPTION: WY dF E IMMS tIt / 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP D SIGNAL PLANS FOR cc h " ` V c, HORIZONTAL r '`' D ,� LOCATION: �raaE Al�unovr 1w /W - _ z_ /?-t7 C�a6u�t 6� BY: - LEUCADIA BOULEVARD AT VULCAN A1/reNW C=20 W •� 1 � DATE: BY: mww An R A M U S Am o ■ r o N o E N S I N E E M I N G ROBERT SLOUGH PETER COTA- ROBLES RECORDED FROM: N> ' STAIM�ED OC 14a VERTICAL �l (� 15070 AVENUE OF SCIENCE, SUITE 100 SAN DIEGO, CA. 92128 - R.C.E. NO: 31736 DATE: 2'ZZ"O7 DATE: 2' Z Z - l>� AND I'NG1 WAY 101 8I - 040 858.385.0500 TEL 858.385.0400 FAX WWW.NOLTE.COM 12 -31-0 � �- - SHEET 21 OF 36 W ELEVATION: 77 _ D ATUM: YC/ S R. HE7'11NGER EXP: WORK PROJECT N. CMSOOD Irrigation Legend SYMBOL MANUFACTURER MODEL DESCRIPTION GPM RADIUS PSI 4 RAIN BIRD 1812 - SAM -PRS -50-15 POP -U' SHRUB BUBBLER 0.50 5' 90 • RAIN BIRD 1812 - SAM- PRS -SH-B POP -UP SHRUB BUBBLER 1.00 5' 50 ♦ RAIN BIRD 1812 - SAM -PRS -5 ,ST-B POP-UP 5HRUB BUBBLER 030 5' 50 RAIN BIRD 1812- SAM4'RS- 850 -PGS POP -UP SHRUB SPRAY HEAD .90 b' 90 ® RAIN BIRD 1812- 5AM- PRS -b5H -PG9 POP -UP SHRUB SPRAY HEAD .52 8' 50 V RAIN BIRD 1812 - SAM- PRS -bSF -PGS POP -UP SHRUB SPRAY HEAD 1.1 b' 30 RAIN BIRD 1812- SAM-PRS- &VAN -PG5 POP -UP SHRUB SPRAY HEM VARIE5 6' 90 RAIN BIRD 1812 - SAM -PRS- 120 -PGS POP -UP SHRUB SPRAY HEAD Oho 12' 50 v RAIN BIRD 1812 - SAM- PR5 -12H -PGS POP -SUP SHRUB SPRAY HEAD L5 12' 50 O RAIN BIRD Ib12- SAM -PR -I2F -PGS POPUP 5HRUB SPRAY HEM 2.65 12' 50 RAIN BIRD Ibl2- 5AM- PR5- 12VAN -PG5 POP-UP SHRUB SPRAY HEAD VARIES 12' 50 )A RAIN BIRD 1&12 - SAM4'R5- 150 -PGS POP -UP SHRUB SPRAY HEM 0.92 15' 90 p RAIN BIRD 1812- 5AM- PRS -I5H -PGS POP-UP SHRUB SPRAY HEM 11" 15' 30 T RAIN BIRD 1812 - SAM- PRS -ISF -PGS POP41P SHRUB SPRAY HEAD 3.7 15' 50 M IA RAIN BIRD 1812- 5AM- PR5- 15VAN -PG5 POP-UP SHRUB SPRAY HEAD VAKIE5 15' 50 / 8 RAIN BIRD 1812- SAM- PR5 -15E5T -PGS P0P4JP SHRUB SPRAY HEAD OAS 4'X15' 50 e RAIN BIRD Ibl2- 5AM- PR5 -1555T -PGS P0P4UP SHRUB SPRAY HEAD 15 4'X90' 50 Q � 1 5YM5OL MANUFACTURER MODEL DESCRIPTION I QD RAINBIRD 6B SERIES MASTER REMOTE CONTROL VALVE F GAL5EN5E FMI 255 FLOW SENSOR RAIN BIRD 65 SERIES REMOTE CONTROL VALVE - SIZE PER PLAN ® FEBGO 625 YA REDUCED PRESSURE BACKFLOW PREVENTER • ►/ WATTS F5V -5 BRA55 BALL VALVE - LINE SIZE T TEST STATION PER STANDARD DETAIL IRRIGATION GROSS CONNECTION TEST STATION • RAINDIRD 55W QUICK CCUPLIN& VALVE -NON POTABLE GAP ® WATER METER SIZE PER PLAN 8CAL5 CAL5EN 5E ET2000 50LID STATE CONTROLLER IN ENCLOSURE 24 STATIONS NSE ET2000 SOLID STATE CONTROLLER IN ENCLOSURE 24 STATIONS LASCO PVC GL 200 LATERAL LINE (PURPLE) - 12" COVER LASGO PVC SCH 40 MAINLINE (PURPLE) - 16" COVER - - - - -� LASGO PVC SGH 40 SLEEVE - 2X 51ZE OF AORKIN6 LINE _ ` '} IRRIGATION DAMAGED FROM CONSTRUCTION TO BE REPAIRED AND REPLACED IN KIND 26.0 A13 NOTE: MIN. LATERAL PIPE SIZE - 5/4" ALL HEADS AND VALVES TO HAVE PURPLE HEADS - 1/2' - - - -� -- - 16.9 A14 I 1' 1r 12,2 A15 --------- - - - - -- A16 ' 1 I 6, 10.0 A20 -- - � 10.6. A17 � �-- - - - - -' 1• ' - - -' I_i • " Zk z = 7 ■ -- -- .,.. Q►� _ _ 2 -1/2" MAINLINE ■ 8 - - - -112• - - - - LEUGA I A BLVD. Z -1/2" MAINLINE --- - - - - -- ------ ��--- =�s - -- --- - - - - -- - -- -1MAIN jr z ■ • O• ►� T M 1 _ 5/4' /4' 3/4, ■ _ „ � NOTE: PROVIDE PULL Ztt " z -112 AIN�LIN BOX (WITH PILOT 4 4 -' 4 " -- o 3/4" /4" 3/4 HIRE F UTURE / # A WERE , . . t '� STUB OUT FOR �y s. Y r s. rK r Y T - T / — — - - --- -- - - -_ - -'� — — — A o INLINE — — — X �� - 6 - -; - - -- - -- 13 A I t 10.0 Al I '� * POINT OF CONNECTION 'A': -1/2" 24.7 A7 DOM =-STIC WATER METER \A 1 ITH A 1 NOTE: LOCATE 20,2 A21 -1/2 REDUCED PRESSURE 26.9 A2 P.O G. EQU PMENT BAC FLOW PREVENTER. S ATIC -1/2 V VE M NIPOL - - < ; PR SURE METER = 65 P I I R.O.W (TYP) - -- P NOSC o f � _ EL ATION 70.0'. FIELD VE IFY - -- �� - <----- - - - - -, 5.5r-/- .A3 5 RUM y I ST 2 IC PRESSURE AND NO IFY CONTR T1ANS — ' LANE SCAPE ARCHITECT _ 2r ELE AL CIONNECTION a I \ \__ ------------------------ _ __IM DIATELY OF ANY �3 0 A4 AND D D ATEID PHONE LINE * I' 1 2 r� - _- T - - - - - - -- - ------ - -- - EPANCIES. PE GINE R'S PLANS U) HERMES AVE ROUND ABOUT 1 1 - - -- -r - 5.� -- - A5 z OF CAL wP QQ 0 10' 20' 60' ~ ��F 1C4TF � cD 21M MARIAN MMW ft d7 Q V. 11/30 � 00 PARKS DEPA TMEN -PLANS REVIEWED BY _ NAME: DATE: ' z Scale 1 = 20' Mort REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESI APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ACID / rf1w 4AECI -Z -b MARTIN PARTNERSHIP PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP "— DESCRIPTION: QTY AT fIVL FAS B.Y. / 140 LANDSCAPE ARCHITECTURE- URBAN DESIGN- PLANNING LOCATION: AtE CAR BRIDGE ABUI*WT ON RR - HORIZONTAL BBBO RIO SAN DIEGO DR. 8TE.350 DATE: 02 -01 -07 BY: � ---BY: - LEUCADIA BOULEVARD PROJECT I 1RApCS NER DUGAS AM SAN DIEGO, CA 92106 PHONE: 619-71&9880 FAX: 61 &718 -9689 R.C.E. NO: 2164 LER B S ETER COTA- ROBLES RECORDED FROM: BRASS 0vsrr STAIfEID QC 140 DATE: L 11 � DATE: 2-22-0 1� IRRIGATION PLAN $I -049 VERTICAL ELEVATION: 77.489 D ATUM: IISL MARIAN MARUM EXP: 11 -30-08 R.C.E. R.C.E. WORK PROJECT NO. CMSOOD SHEET 22 OF 36 i M TCH - ` ■■■ ■■■ ■■i ■■ ■ jj W . ,+ } Z 3 ,' O +� Irrigation Legend d A9 SYMBOL MANUFACTURER MODEL DESCRIPTION GPM RADIUS P51 RAIN BIRD I6I2- SAM -PR5 -50-8 POP-UP SHRUB BUBBLER 0.50 5' 50 ` x " . 1 • RAIN BIRD 1612- 5A0 - PR5 -5H-13 POP-UP SHRUB BUBBLER 1.00 5' 80 *' r x a -W RAIN BIRD 1812- 5AM- PRS- 5G5T -5 POP-UP 5HRUB BUBBLER 0.50 5' 50 RAIN BIRD 1612- 5AM -PR5- 650 -PG5 POP-UP SHRUB SPRAY HEAD .50 b' 50 ® RAIN BIRD 1612- 5AM- PR5- 65H -PG5 POP-UP SHRUB SPRAY HEAD 32 b' 50 V RAIN BIRD 1612 - SAM- PR5 -65F -PGS POP-W SHRUB SPRAY HEAD 1.1 b' 50 i ' I RAIN BIRD 1612 - SAM- PRS- 6VAN -PG5 POP-UP SHRUB SPRAY HEAD VARIES b' 50 !! A RAIN BIRD 1612- 5AM -PRS- 120 -PG5 POP-UP 5HRUB SPRAY HEAD O.b5 12' 50 RAIN BIRD 1612- 5AM- PR5- 12H -PG5 POP -UP SHRUB SPRAY HEAD 1.5 12' 50 I 9 O RAIN BIRD 1612- 5AM- PR5- 12F -PG5 POP-UP SHRUB SPRAY HEAD 2.65 12' 50 , A RAIN BIRD 1612- 5AM- PR5- 12VAN -P6 POP-UP SHRUB SPRAY HEAD VARIES 12' 50 b RAIN BIRD Ibl2- SAM- PRr4S0 -PGS POP-UP SHRUB SPRAY 0.42 15' 50 p RAIN BIRD 1612- SAM- PRS -15H-PGS POP -UP SHRUB SPRAY HEAD I1b5 15' 50 j i p RAIN BIRD 1612 - SAM- PR5 -15F -PGS POP -U' SHRUB SPRAY HEAD 5 :7 15' 50 �- 12.0 Al2 RAIN BIRD 1612 - SAM- PRS- I5VAN -1*05 POP -UP SHRUB SPRAY HEAD VARIES 15' 50 8 RAIN BIRD 1612 - SAM- PRS- I5EST -PCS POP-UP SHRUB SPRAY HEAD 0.65 4'X15' 50 1M M RAIN BIRD 1612- SAM- PRS -1555T -PGS POP -UP SHRUB SPRAY HEAD I'3 4'X80' :50 II SYMBOL MANUFACTURER MODEL DESCRIPTION O 114 12,0 A11 QD RAINBIRD 65 SERIES MASTER REMOTE CONTROL VALVE , I< CAL5EN5E FMI 256 FLOW SENSOR RAIN BIRD 65 5ERIE5 REMOTE CONTROL VALVE - 51ZE PER PLAN I. I- ® FEBCO 625 YA REDUCED PRE55URE BAGKFLOH PREVENTER H HATT5 F5V -8 DRA55 BALL VALVE - LINE SIZE I 18 21 A10 O TEST STATION PER STANDARD DETAIL IRRIGATION CROSS CONNECTION TEST STATION 1 , O RAINBIRD 55W QUICK COUPLING VALVE -NON POTABLE GAP �+ 3/4' I ( I FM HATER METER SIZE PER PLAN A GALSENSE ET2000 SOLID STATE CONTROLLER IN ENCLOSURE 24 STATIONS G , B GALSEN5E =000 SOLID STATE CONTROLLER IN ENCLOSURE 24 STATIONS I O +1✓ N ■ LA500 PVC GL 200 LATERAL LIFE (PURPLE) - 12" COVER i ■ ; I LASGO PVC 5CH 40 MAINLINE ("AWLEF) - 16" COVER j — LA5CO PVC 56H 40 SLEEVE - 2X 51ZE OF HORKINO LIFE ( ■ ` ` IRRIGATION DAMAGED FROM CONSTRUCTION TO BE I Q REPAIRED AND REPLACED IN KIND ■ a NOTE: MIN. LATERAL PIPE SIZE ■ 5/4" ALL HEAD' AND VALVES TO HAVE PURPLE HEAD' I � I ' I I I I I - - - -- -� W I �PµpSCAPe q mvw z� W , I flW"sI Oak I JF CAI-* , � I , C I — I , I ■ � i A) v orm r — - I 0 10' 20' 60' i e � I ■ ■ ■ ■ Fam: ■ ■ ■ MAT LINE - EE 1tiHT Scale 1 = 20' w a VULCAN AVE (1) SIC � , C) MARIAN MARUM CD .11/30/ Q j � PARKS DEP E -PANS REVIEWED BY :2 00_ NAME: DATE: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z MARUM PARTNERSHIP DESCRIPTION: CITY a' ENL�NITAS &N, f 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP D " s LANDSCAPE ARCHITECTURE -URBAN DESIGN - PLANNING LOCATION: AC aw 9WD6E ABUTMENT ON RR HORIZONTAL SAN DIEGO, CA 92106 - 8880 RIO SAN DIEGO DR.STE.a60 DATE 02 -01 -07 BY. BY: LEUCADIA BOULEVARD PROJECT L IRAL7(S Ob£R DUGAS B IV, PHONE: 619- 718 -9660 FAX: 619- 718 - 9669 2164 LERO BO AS PETER COTA- ROBLES RECORDED FROM: BRASS asY s TAl1�E0 ac 140. R.C.E. N0: DATE: Z � DATE: L'Z2 -D � IRRIGATION PLAN 31 -049 VERTICAL ELEVATION: 77.46Y D ATUM: M.SL MARIAN MARUM 11_30 -Og EXP: R.C.E. R.C.E. WORK PROJECT N0. CMSOOD SHEET 23 OF 36 Irri ation Legend 9 I SYMBOL MANUFACTURER MODEL DESCRIPTION OPM RADIUS PSI I I I RAIN BIRD 1612- SAM- PRS -50-0 POPIJP SHRUB BUBBLER 0.50 5' 50 • RAIN BIRD 1812 - SAM- PRS -3H$ POP -UP SHRUS BUBBLER 1.00 5' 50 ♦ RAIN BIRD 1812- 5AM- PRS3GST -B POP-UP 5HRUB BUBBLER 0.50 5' 50 RAIN BIRD 1812 - SAM -PR5- 850 -1005 POP-UP SHRUB SPRAY HEAD .50 a' 50 ,- ® RAIN BIRD 1812- 5AM- PR5- 85H-10G5 POP-I1P SHRUB SPRAY HEAD 32 6' 50 V RAIN BIRD 1612 - SAM- PRS- 85F-PGS POP-UP SHRUB SPRAY HEAD 1.1 6' 50 - - - - -- RAIN BIRD 1612 - SAM- PR5 -DVAN -1005 POP -UP 5HRUB SPRAY HEAD VARIES 6' 50 RAIN BIRD 1612 - SAM- PRS -I20-1 POP -UP SHRUB SPRAY HEAD 0b5 12' 50 - -- ' v RAIN BIRD 1812 - SAM- PR5- 12H-PGS POP-UP SHRUB SPRAY HEAD 1.5 12' 50 v RAIN BIRD 1612 - SAM- PRS-I2F -I POP-I SHRUB SPRAY HEAD 2A6 12' 50 --------- - - - - -- v RAIN BIRD 1612 - SAM- PR5- 12VAN -PGS POP-UP SHRUB SPRAY HEAD VARIES 12' 50 ... - -- b RAIN BIRD 1812- 5AM- PRS- I50-PC5 POPI SHRUB SPRAY HEAD 0.92 15' 50 p RAIN BIRD 1612 - SAM- PR5- 15H-PGS POP-UP SHRUB SPRAY HEAD I'm 15' 50 x v RAIN BIRD 1612 - SAM- PRS -15F-1005 POP -UP SHRUB SPRAY HEAD 51 15 50 '4 RAIN BIRD 1612- SAM- PRS -ISVAN -I POP -UP SHRUB SPRAY HEAD VARIES 15' 50 17.6 B8 8 RAIN BIRD 1612- 5AM- PRS- I5EST-PCS POP -UP SHRUB SPRAY HEAD Ob5 4'1 50 e RAIN BIRD 1612 - SAM -PRS -155 oT-PC5 POP -UP SHRUB SPRAY HEAD 1.5 4'1 50 �� 1 � I 13.0 B9 SYMBOL MANUFACTURER MODEL DESCRIPTION \\ �\ x i 10 Q RAINBIRD as SERIES MASTER REM OTE CONTROL VALVE x F GAL5EN5E FMI 255 FLOW SENSOR \ \` 'F 7.6 /B10 RAIN BIRD 65 SERIES REMOTE CONTROL VALVE - SIZE PER PLAN ® FEBGO 825 YA REDUCED P?FSSURF BAGKFLOW PREVENTER — x ►1 WATTS FBV -5 BRASS BALL VALVE - LINE SIZE TO TEST STATION PER STANDARD DETAIL IRRIGATION cRoss GOI•EGTION TEST STATION 17.6 B11 Q RAINSIRD 55W QUICK 0OUPLIN6 VALVE -NON POTABLE GAP _ QM WATER METER SIZE PER PLAN - J, = O 1' A GALSEN5E ET2000 SOLID STATE CONTROLLER IN ENCLOSURE 24 STATIONS 5 GALSENSE ET2000 SOLID STATE CONTROLLER IN ENCLOSURE 24 STATIONS LASGO PI GL 200 LATERAL LINE (PURPLE) - 12" DOVER I — — LASGO PI 5CH 40 MAINLINE (PURPLE) - 16" COVER " x — _ LAI PI 5CH 40 SLEEVE - 2X SIZE OF WORKING LINE _ • I- IRRIGATION DAMA6ED FROM CONSTRUCTION TO BE ^fig • 2 - -- - -, ''s REPAIRED AND REPLACED IN KIND Z NOTE: MIN. LATERAL PIPE SIZE ■ 5/4" NOTE ALL HEADS AND VALVES TO HAVE PURPLE HEADS - �`�- 3/4" NOTE: : : WITH PILOT d 1 PROVIDE FULL N 3 - 4 - - -- 5TUB_ OUT FOR FUTURE 7.0 B6 • �• I -V 3/4 - FfAlNLTNE - NOTE: LOG 1� 1 -V4 N ALIVE MANIFOLD 6,2 B5 • �� -- � z TYP) . © L � -- -- " Imo❑ dry;, I 5.5 B4 3/4 22.5 B2 _ o N 18.1 B1 -112 13.0 B3 �� a , — _ _ POINT OF CONNECTION 'B': 1 -1/2" IRRIGATION __ - - - - -- �t II 1• / WATER METER WITH A 1 -1/2" REDUCED ____ PRESSURE BACKFLOW PREVENTER. STATIC ----- __ ____ ; I CONTROLLER B - 24 STATIONS PRESSURE @ METER = 67 PSI Q ELEVATION x ; 152.5'. FIELD VERIFY STATIC PRESSURE AND AND DEDICATED PHONE LINE NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY hi I II PER ENGINEER'S PLANS OF ANY DISCREPANCIES. II I i I �I �I II I I i I �PpOSCAPF A 10F CAU� CC W Z H HYMETTUS AVE ROUND ABOUT 0 10' 20' 60' ,Q ��F1CA 6 2164 O MARIO MRUM Cp � (D .11 /30/ Q jjj PARKS DEP ENT PL NS REVIEWED BY :2 00 NAME: DATE: ' "47 Scale 1 = 20' North 1 .. I � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVAL$ CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. _ mm; •?- MARUM PARTNERSHIP FAX: 619- 718 -9669 PHONE: 619 - 715-96 STAMP DESCRIPTION: aTY OF EiVOWTAS B.M. 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP COR AQI)�T ON RR LANDSCAPE ARCHITECTURE - URBAN DESIGN - PLANNING I - LOCATION: HORIZONTAL - ISM RIO SAN DIEGO DR.STE.350 DATE: 02 -Of -07 BY: ►� BY: L- LEUCADIA BOULEVARD PROJECT 3 RECORDED FROM: 1RAp(S QW? DV MVITAS &W. SAN DIEGO, CA 92106 BRASS DISK ED OC 140. 60 2164 LEROY BOQAS/ PETER COTA- R VERTICAL R.C.E. N0: DATE: t is DATE: Z-Z L'� 'I` IRRIGATION PLAN g1 —�49 ELEVATION: 77.489 n ATUM: 1/SL MARIAN MARUM EXP 11 -30-08 R.C.E. R.C.E. SHEET 24 OF 36 WORK PROJECT N0. CMSOOD IRRIGATION NOTES GENERAL IRRIGATION NOTES RECYCLED WATER NOTES SIGNAGE NOTES 1. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SAN DIEGO COUNTY DEPARTMENT PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS OF ENVIRONMENTAL HEALTH SERVICES "SAN DIEGO RECYCLED RULES NL REGULATIONS FOR THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY FOR EQUIPMENT AND INSTALLATION. CONSTRUCTION OF RECYCLED WATER MAINS" DATED APRIL 1996. POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, ON Btl2" X 11' SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 2. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY AND MISTING. I. GUIDELINES FOR RECYCLED WATER USE 3. A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. 3. HOSE BIBS ARE STRICTLY PROHIBITED. 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING B. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40. OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY 4. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING 4. A. ALL WIRE SHALL BE ANG -UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTORS SHALL BE LINES IS STRICTLY PROHIBITED. MADE WITH SPEARS DS-100 CONNECTOR AND DS -300 SEALANT. EACH VALVE ON A CONTROLLER SHALL USE OUTSIDE THE NORMAL SC HEDUL E HAVE A THE SAME (PILOT) WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (2) FEET OF 5. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE 2. IRRIGATE IN A MANNER THAT WILL WSAl2E RANI -OFF, POOLING, AND PONDING. THE EXCESS WIRE (COILED) AT THE END OF EACH WIRE RUN. SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. APPLICATION RATE SHALL NOT EXCEED THE WI.TRRATION RATE OF THE SOIL. TIMERS B. CONTROL WIRE SHALL BE BULLED AND PLACED BENEATH MAINLINE 6. ALL ON SITE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGO COUNTY DEPARTMENT OF MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION 5. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. ENVIRONMENTAL HEALTH SERVICES RULES AND REGULATIONS. RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED B THE EFFICIENT INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS AND SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT MANUFACTURER'S SPECIFICATIONS. 7 THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FUNCTION TO BREAK UP THE TOTAL MIGATKON TIME INTO CYCLES THAT WILL 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH PROMOTE MAXIMUM SOIL ABSORPTION. FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. QUALIFIED SUPERVISION PERSONNEL ON SITE). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE AND STREETS AND SIDEWALKS 7. ALL PRESSURE MAINLINES SHALL HAVE EIGHTEEN (18) INCHES . 8. PROVIDE A MINIMUM OF AT LEAST 18 INCITES OF COVER OVER ALL WIRING AND ALL PRESSURIZED PIPE LINE. CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND HAVE TWELVE (12) INCHES OF COVER. TRENCH BACKFIJ. SHALL B E COVER, AND ALL LATERALS SHALL FREE OF ANY MATERIAL THAT MAY 9. NON- DESIC�NIATED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECYCLED WATER, LOTS, DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER 4. MONITOR AND MAINTAIN THE SYSTEM TO MI IMZE EQUIPMENT AND MATERIAL SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS. BALL VALVES SHALL BE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. REPAIRED AS SOON AS THEY BECOME APPARENT. LOCATED IN SEPARATE VALVE BOXES. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE 9. All MAINLINE AND LATERAL LIDS SHALL BE SLEEVED WITH PVC. TWICE THE DIAMETER OF THE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER SLEEVED LIE WHERE IT PASSES UNDER PAVED AREAS (SIZE ACCORDING TO CHART BELOW). IS NOT APPROVED FOR DRINKING 10. RECYCLED WATER QUICK COUPLING VALVES SMALL BE OF A TYPE DESIGNED FOR THE 6 MEANT FOR IRRIGATION PURPOSES ONLY, AND PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPICES NOT INTERCHANGEABLE 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NAMED, AND INSTALLED WHERE INDICATED USE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO IMNIUNE.120 WITH POTABLE WATER QUICK COUPLER SPICES) PER SAN DIEGO COUNTY DEPARTMENT INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU. THE VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED B NE THE OWNER. ENVIRONMENTAL HEALTH SERVICES RULES AND REGULATIONS. LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY 11. PRIOR TO BACKFILLNG IRRIGATION TRENCHES: 11. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING,'NOWPOTABLE OR ONE OF YOUR EMPLOYEES. A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A RECYCLED WATER, COLOR -CODED (PURPLE) AND LAID WITH WARNING TAPE AND 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE SAN DIEGO COUNTY PRIVATE ON -SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND OR FITTINGS AND INSTALLING NEW MATERIAL N ITS PLACE. DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES RULES AND REGULATIONS. APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS 12. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE WITH DISTRICT STANDARDS. BEEN NSPECTED, TESTED AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 13. WHEN POTABLE WATER LINK= AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE IDENTIFICATION TAGS. 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN COVERAGE AND TO KEEP SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES. FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4' PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATER - DO NOT DRINK" IMPRINTED ON ONE 13. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE SDP, MD'AVISO -AGUA IMPURA - NO TOMAR" ON THE OTHER SDP. OWNER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED 14. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH MAINS MUST BE MAINTAINED AT ALL TIES. THE POTABLE LINES MUST BE INSTALLED ABOVE IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAG AS ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE THE RECYCLED LINE. MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. AT HIS OWN COST. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS. (60) DAYS AND SHALL WATER ON A DAILY BASIS. 15. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE -WRAP OR 14. PRIOR TO FINAL ACCEPTANCE, THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE -WRAP OR 'AS -BUILT DRAWING ON SEPIA AND THREE PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS 16.* CONTRACTOR SHALL SCHEDULE, COORDINATE, AND CONDUCT A CROSS-CONNECTION TEST 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. INSTALLED. AND COVERAGE TEST AS DIRECTED BY THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR TO ANY USE OF RECYCLED WATER. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER 15. PRIOR TO FINAL ACCEPTANCE, THE IRRIGATION CONTRACTOR SHALL PLACE A LAMINATED, HEADS REDUCED COPY OF THE AS-BUILT IRRIGATION PLAN, COLOR-CODED AS TO COVERAGE AREAS FOR EACH VALVE, IN THE CONTROLLER ENCLOSURE. 17. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE M. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENT FIED FOLLOWING. NTH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION' IN 16. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF RECYCLED WATER: QUICK COALING VALVES USED IN RECYCLED WATER SYSTEMS EIDLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE DEFECTS N WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE SHALL HAVE ACME TYPE THREADS (SPICES NOT INTERCHANGEABLE WITH POTABLE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS BY THE OWNER. WATER QUICK COUPLER SPICES) AND PURPLE COLORED LOCKING COVERS PERSONNEL UTILIZING THE EQUIPMENT. 17. TWO EXTRA CONTROL WIRES AND ONE (1) EXTRA COMMON WIRE SHALL BE PROVIDED FOR EACH PERMANENTLY ATTACHED TO TIE VALVE. QUICK COUPLING VALVES SHALL BE VALVE MANIFOLD. EXTRA WARE SHALL RUN CONTINUOUSLY FROM CONTROLLER LOCATION TO A VALVE NELSON NO. 7645, HUNTER NO. HV100A -RL-NP OR APPROVED EQUAL. OR GROUP OF VALVES. SPARE WIRES SHALL RUN FROM THE CONTROLLER AND EXTEND TO THE FARTHEST VALVE IN THE MANIFOLD. ALL EXTRA COMMON WIRE, SIRLL BE WHITE WITH ORANGE STRIPE. 18. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. 19.* CONTRACTOR SHALL SHOW THE LOCATION OF R.C. SIGNS 'DO NOT DRINK ON THESE PLANS. 20.* AN ON-BITE USER / SUPERVISOR SHALL BE DESIGNATED IN WRITING, THIS INDIVIDUAL SHALL • NOTE: BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS SLEEVE CHART FOR IRRIGATION PIPE OF BACKFLOW / CROSS CONNECTION PROTECTION, AID THE SPECIFIC REQUIREMENTS OF PIPE SCHEDULE 40/80 PVC SLEEVE CHART IS FOR THE A RECYCLED WATER SYSTEM. COPIES OF TIE DESIGNATION, WITH CONTACT PHONE CONVENIENCE TO THE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COMITY DEPARTMENT OF ENVIRONMENTAL 36" SLEEVE SIZE CONTRACTOR. CONTRACTOR HEALTH SERVICES AND SAN DIEGO WATER UTILITIES. - 3/4" 2" SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO IN CASE OF EMERGENCY CONTACT BLACK LOGO 1" 2" ACCOMMODATE THE MAINTENANCE SUPERVISOR XXXXXXX @ XXX- xXX -XXX PURPLE BACKGROL44D WARNING RECYCLED WATER 1 1/4• 2_1/2 INSTALLATION OF THE IRRIGATION PIPE AND WIRES OR AFTER HOURS CONTACT l" BLACK LETTERS DO NOT DRINK 117 1 -1 /2" 3 " MAINTENANCE SUPERVISOR xxxxxX XXXX 2" 4" DECLARATION OF RESPONSIBLE CHARGE: f *SCHEDULE 80 PVC 21. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. WARNING RECYCLED WATER 2-1/2" 6" FOR UNDER STREET PAVING I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFIED IN DO NOT DRINK © 3" 6" *SCHEDULE 40 PVC 22, ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE HEADS, SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE MID THAT THE DESIGN IS FOR UNDER WALKWAYS VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION N RECYCLED WATER 4" 8" 4049510E THE CALIFORNIA HEALTH AND SAFETY CODE. CONSISTENT PATH CURRENT STANDARDS. XVIS O AGUA IMPURA THE WATER DISTRICT AND DEH. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIO NS BY PN P P AVISO - AGUA IMPUR4 23. THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES ��O MSC\ NO TOMAR NO TOMAR WITH RECYCLED WATER AND POTABLE T O D HE R. SEPARATION SHALL BE PROVIDED BY IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS OF WORK, OF CONCRETE MOW STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY MY RESPONSIBILITIES FOR PROJECT DESIGN. A �. 12" x 36" SIZE 1" BLACK LETTERS 18"x 18" SIZE SANDEIGUITO WATER AUTHORITY FIRM NAME AID ADDRESS: MARIAN MARUM IT PLASTIC OR STICK -ON VINYL SIGNS 2" BLACK LETTERS PLASTIC OR STICK -ON VINYL SIGNS PARTNERSHIP ' OR .016 ALUMINUM OR .016 ALUMINUM * ITEMS 7,16 L 20 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED BNO RIO SAN DIEGO DR. WATER. SAN DIEGO, CA 92108 P AN ON-SITE USER / SUPERVISOR SHALL COORDINATE WITH WITH SAN ELUO WATER AUTHORITY * ITEM 19 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS TELEPHONE NUMBERS: 809- 718-9080 OF CAL1fO (n CONTACT SCOTT CARR (760) 7536203 WALL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 619-71"M(FAX) W Z H RECYCLED WATER IDENTIFICATION SIGN t \f VCA 0- 2164 � C> SCALE: N.T.S. MAIM MGM 11 /70/ Q ( I PARKS DEP EN - PLANS REVIEWED BY \ :2 O ) NAME: DATE: Z v I� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITA8 ENGINEERING DEPARTMENT DRAWING NO. Z MARLIN PARTNERSHIP APP 0 D DESCRIPTION: CITY OF EN(]AAYTAS B.Y. it , � 140 LAxnscnrEacfnTFCTU�- uxBnrAnESwN - rcnrArm� PLANS PREPARED UNDER SUPERVISION OF RECOMMEN � I LOCATION: AC CM S%PIWAW7IIENT aN HORIZONTAL - WN RIO SAN DI EGO DR. STE.3s0 DATE 02 - 01 - 07 BY: BY: LEUCADIA BOULEVARD PROJECT 1RALXS OILER DVMTAS BLW. SAN DIEGO, CA 92108 R.C.E. EROY B AS PETER COTA - ROBLES RECORDED FROM 9?ASS OVSK STAMPED OC 140 PHONE: siea�a sseo FAX: sie Ile sass .C.E. N0: 2164 DATE: r A � DATE: Z`ZZ -0-7 VERTICAL IFMI&ATION DETAILS 4 NOTES 81-049 ELEVATION: 77.489 D ATUM: U.SL MARIAN MARLIN EXP: 11- .JO-08 R.C.E. R.C.E. WORK PROJECT N0. CMSOOD SHEET OF 36 W 4-5/4" 3 14' .24' I2" NOTES: f AREA " 8 -- 4 O ENCLOSU E FM MAN)FACTURC'R'S ® I 2 !v �; '' RECOMMENDATIONS. 1 1 4 5 5 0 VL'RIFY FINAL LOCATION W/ TO i ;. - INSPECTOR PRIM I I 000 ",; j :s. 7 6 I 13 12 "MIN. SON ::, r ,,. <_ INSTA . i i 1 r Y ., 30 "MAX. I� 26. 14' , .' _ ]b' q b ©S /4' FYG CONDUIT TO RUN � I 2 IYP. 0 CONTINUOUS BACK TO t = -S a " CONTROLLER • ' ` °' C 414 M ALL FINAL C.ONbEGTIONS. N �y ' a :: j.. `:1: 1 Lail C-': � ti.'-v ri �: .r� Se'M�t::x; 2X '.„v. 14 x 12 CONTROLLER FOOTPRINT—/ 2 14 l D LEGEND — — - LEGEND I 2= JL (DS/4- SGH. 40 PVC, SWEEP GONDIAT FOR MASTER VALVE. - - -- 1 5 10 9 1O PRE- Aesem0LED CONTROLLER / STAINLESS 512M ENGL09U1 Q 3/4" SCH. 40 PVC, 04MP GONWT FOR FLON MVE1L LEGEND 2 9FI oU112T 1 SWTGH. 0 I" SON. 40 PVC SMELT CONDUIT FOR 120V ELEG. SP'PLY FROM METE10L 7 b LEGEND 1Q CALSV�M STAINLESS STEEL CONTROLLER ENCLOSURE. LEGEND (DF � GARDE 0� 511100110t W/ aD MESH M NEL ID `U O3 86 AM SROUPD "M - CONNECT TO AROUND LUG. O4 GRONDRIA U ROD. 2O GONiROLlER FAD PER CITY STD. DETAIL I -la. 1 GALSENSE STAINLE95 STR'L. ENCLOSURE MODEL Mae. PAD 4' THICK. 4 120 VAC .UNCTION BOX. O 1-1/2' 9014. 40 PVC SWEEP CONDUT FOR TELLPHIOME. R/P GNOH. SEE LEDEIO. COMPACTED EARTH IELOw CONCRETE PAD. S O © 2 -I/2' SON. 40 PVC 9WSP GONDINT FOR STATION MIRING. Q 419% COMPACTED SUBARADE. 2Q CALl ET *Ada INSIDE cmu oww MOUNTTD TO ET AAAE 'RECLAIMED WATER - DO NOT DRIP TAG Q PVC SLEEVE FOR AROUND ROD. Q4 FOUL- INPLACE 26' WDE X 4' THICK CONCRETE WALK. MWW BROOM MOtA•fTiNG BRACKET. Q4 sYG4 NrPLES MIN. 4", TV. © 5 16• X D' corrNe AROIADIN& ROD. Q 2' SOH. 40 PVC SPARE 910IE1? CONDUT. FINISH W/ 60 TOOLED SHINER PER CITY STD. DETAIL CPS. l� T W/ DRILLED HOLES FOR PADLOCKS. ©° ELL 2 REQU Q 26' X 24' X D' CONCRETE BASE. © GONTROLL.Et EIGLOOLINE CONCRETE PAD. SO 1/2' TOOLED RADILI S. Q POUR CONCRETE IN ABOVE METAL BASE OF ENCLOSURE. ©PrESSU N RED MEDI. NOTES: SMOOTH O 2-1/2' SCH. 40 MMr,. SYEEF ELL FOR STATION HIRES. Q NALKMLAY PER CITY STD. DETAIL I -Ic. © FINISH SPADE. TROMEL TOP OF BADE. PROVIDE 1/2' RADIUS AT ALL O EV48S TIMERS, LEMON AS RIMUIED. O Or � � & � �� TO INSrALLATION. CONTRACTOR SHALL Q � I -I/2" SC-H. 40 ELEG. fte ELL FOR PHONE LINE. ® CURB. 7Q EXPANSION JOINT PER CITY STD. DETAIL C.-4. Qs FINISH BR I' BQ OW TOP OF cONG1RETE FOOTING. VAL VE. Qs rs LOrw�TION R/ INSPECTOR PRIOR SWEEP ELL FoR 120 VAC Pt7MER NOTE Q CONTROL Jo1NT 6' OA. MAX. SPACING PER CITY STV. DETAIL C.-4. O C.OMIPA 11a SCI. WA PVC FEMALE ADAPTER. TO INSTALLATION. IN SGH. 40 E CTED SUBAIRADE. _ t t FINISH GRADE. MAINLINE PER SPECS. FROM POINT OF W/ GAl.9ENSE TEMPLATE FOR DIMEN510N /LOCATION OF � j4'D`U'�'�T GUfa YiEIRE � 07 16" X ID' X b' DEEP POURS IN PLACE CONCRETE BASE. C0MMT SWEET• WHIN THE 12" X 14' AREA OF THE CONTROLLER CONNECTION. 1© 5/4' SCH. 40 ELEC SWt3T ELL GON VINT FROM PLOW SENSOR NOT (600) 5 -6606. © S/4" sGN. 4o P1/G SWEEP ELL FOR FAwE P ?rv-D GABLE IN SHOWN FOR CLARITY. SEE CITY STD. DETAIL 1 -10 FOR LOCATION. C40WMT TO CONTROLLER. t© EG. SHEEP ELL C.ONGINT FROM MASTER VALVE NOT CONTRA LOCATION SHALL INSTALL ADDITIONAL GONDINT A IO GAGE. 5/4" SON. 40 EL W. FOR CLARITY. SEE CITY STD. DETAIL 1 -IB FOR LOCATION. SIZE 1 LOCATION PER MAMJFAGTIARERS IfaGOFIMlTDATION. DDETAILSIENCNNTAS DETALSBedobwl.dq CONTROLLER _ CONTROLLER CONCRETE BASE CONTROLLER CONCRETE ACCESS ET GAGE BACKFLOW 1 / y�ff Y OF ENCINITAS Standard Detail 1 1 a CITY OF ENCINITAS Standard Detail 1 -1 ITY OF ENCINITAS Standard Detail 1 -1 C CITY OF ENCINITAS Standard Detail 1 CITY OF ENCINITAS Standard Detail Community Services DeperIment NO SCALE Community Services Department NO SCALE �ortlrN % Servioes Depertrtwt NO SCALE Community Services Depar6nent NO SCALE Community Services Dot NO SCALE DMETARSENCNITAS DETALSI -tN - ConbuNw.dwg DMETAIL9IENCNMAS DETAN-SU -lb - CwwolwCanc»MBw.d.9 D:IDETALSIENCNNTAS DETARSU -1c- Car*cAsrCorKrwW4�.NwN 12" MAX I 6' MIN. I I u n 1 t 5 2 2 - • n 2 I 11 4 . i �, J 12 . � 3" 4' MIN. • , _ � 2 � I I I T 12' I T I I I � I - ° 1 _F y I I l I III 6 1 D I —I 12 s 3" MIN. 10' r — T /— ID" FLOW 6 y � 8 0 2' FIN D 2' MIN D 4 a ►� p T '! 9 4 a 2 0 "li 4 5 12 b � e S 3 6 q 5 5 4 NOTE 5 3 a SECTION VIEW 1 a t b • 2' IN SHMS A REA6, FWSH IN LA 61 SECTION VIEW 9 AREAS. 10 INSTALL FLOW WHOM AS Felt THE MN'GTR'S NBC. NM TO MRRIGATION LEGEND CO++ AO-LM To W RED 4 BLACK To LEGEND NOTES >II -M 1 1 t onn '49016 LEGEND H IAi LEGEND _ Q REGTAN6l _&x VALVE BOX WV •I" Q PVC MAINLRE PIPE TO BALL VALVE NOTES Q GARSFI-0 0 W/ 4 OROOKS 4 1110-46 N 2 IN SHRIB AREAS, FLUSH IN O TYPE LOCKING VALVE PER w T' O MCONNECTORS. COIL SO' TYPE L.OGKING LID PER SPECS. PER SPECS. SEE BALL VALVE PROM OO � � SMA �p ' 2' IN AltEns FLUSH IN LAWN C.OVL'R. HEAT BRAD EV' ONTO LAIN AREAS. HEAT BRAND LID W/ TM`. FLON METER DETAIL CITY STD. 1 -0. UD• LID. INSTALL ADAPTER AS IREGWRIED TO Qz FIN tx N AMITOP OF rlx PI1or1DE VALVE sox Ex1O1910N5 AS USE 45- DEdREE CLLS TO ACHIEVE eN LEGEND IN VIA. SCH. 40 PVC CONDUIT TO Qz FINISH &RADEJTOP OF MULCH. UP51ZE TO MARLIE A6 NECESSARY. Oz FINISH ARADE/TOP OF MULCH. MANLINE DEPTH ON THE UPSTREAM / Q FINISH GRADE /Pop OF MI)LCH. CONTROLLER J WATTS Fsv -3 sM45 BALL USE 46 DEGREE EL M ACHIEVE DOONSTREAM SIDES O THE BALL Qi RDUIO VALVE soot F w LDC101G'T NEAT d A6 M O PRE ASSOrtm a" COUPLER Q3 MASTER CONTROL VALVE PER 11 SEAL ED OF CON OWT W/ OF WIRE. • OBICK OF 4 1,900 t SPECS. MAINLINE DEPTH ES THE U�SIEAY ! 3 VALVE PER LEGEND 1 9PEC.3. IMIA NO es. DUMk MOD U IFACTIIRD f/ Q FLOW SENSOR PER LaseND. p HM GOMEGTORS. COIL So LLN0TH1 Q IM- BL+OGKED TREE UNION BALL VALVE. 1.200411D. NON- NV�EIING GONDUT PUTTY. DowNS1REaI SID OF THE BALL VALVE. wwn •aY TOP F I-A ►-NOEL NWffot Q BRICK SUPPORTS. 4 R115A M11M. s a� N NIOIIIr DEPIN aF l t 4 X SO LENG SCAP 10 5/4" SCH. 40 PVC CONDUIT TO a /4-wcN WAmNFn autvQ QQ BRICK SUPPORTS. 4 O s QUICK COUPLER wNLOE LLEGEND • k x SI• tENa1N REwt srwa �F.� �P RUM. E 4 9 C SPECS. 1 PVC MAINLINE PPE FROM BALL VALVE N �% Q BRICK SUPPORTS. 4 REDIAR�. Q 6" MIN. DEPTH WASHED ARAV�. CONTROLLER ©PVT MAINLINE PPE a 4 SPEC LOGIC M OUK 1 T COMPACTED EAR IPE NOTES Q 6" MIN. DEPTH wAlsHm &RAVE... ® Q 6' MIN. DEPTH WASHED &RAVEL. • 2" IN SHItlS AREA, FLUSH IN Q DIODA R RIER ROOT CONTROL 141 SEAL ED OF CONDUIT W/ � FROM MAINLINE O I � DEPT OF 3/4 rNCN 1 F C OMPA TED caNTRaL sTSTOA © NOBARRIER ROOT CONTROL AREAS. SYSTEM FABRIC. NHG coNID1IT P11T TY. OOIOEMeEIt Rom caNIROL sTS1E►1 rAelac Y Q E �MRIG. TRH O ® 7` • n SYSTEM FABRIC. INSTALL CONTROL VALVES A Q7 PVC MARLINE PIPE TO MASTER T© PIPE 512E WLIAL TO FLON METER MIN. of 1' MART IN SHMs VALVE PER SPECS. 4 PLAN. SEE SIZE FOR A LENGTH MIAL. TO 10 ' EClAMED WATER - DO Wr DRINK TAG Q PVC MMNLRE PIPE. © slat (1 OF 4). @ 'RECLAI ED WATER - DO NO DAINK' Dee Q PVC MAINLINE FROM BAGKPLOK ARffAd UNLESS OTHERWSE MASTER VALVE DETAIL CITY STD. TIMES THE FLOW METER SIZE. NO Q PVC MAINLINE TO MON METER NOS. I1-0. IN TO DOMNSI O FLAW Q FITTINGS ALLOYED IN THIS LENGTH. QQ FROM FLOW METER O NOTES P AP PIPE Flat R SPECS. S CITY STD. WE TEFLON TAPE ON ALL MUTER 512E AS NECESSARY. PIPE SIZE BOLIAL TO FLOW M Q/ ETER TO IRRIGATION SYSTEMS. z• IN "A AREAS, FwsN IN tAnn AREAS. DETAIL 1-6. THREADED GdlEGT10NIS. SIZE Fore LENGTH EGIlAL TO S TIMES ' CALIF THE PLOW METER 913". NO FITTINGS T � ON ALL TwIrADED (n ALL.OMED IN THIS LENGTH. W MAINLINE ISOLATION AND REMOTE � MASTER VALVE FLOW METER BALL VALVE CONTROL VALVE ASSEMBLY BALL VALVE FLOW METER QUICK COUPLER VALVE _ _ C r y ENCINITAS De arlenl S tandard tail 1 C ITY OF ENCINITAS Standard tail 1 ITY ENCMNITAS tandard tail 1 CITY ENCINITAS Standard tail 1 ENCINITAS Standard tail 1 -10 Q NO SCALE arks 6 Reaes ion Department NO SCALE , Services Depwftmt NO SCALE CommurAy Servios Dep&Mwt NO SCALE Services Cwt NO SCALE �FFIC4 c0 MARIAN MARUM —I W' (n PARKS DEP EN — PL NS REVIEWED BY 11/30/ :2 00 NAME: DATE: 2 �� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVAL$ CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. _ rn LID � MARUM PARTNERSHIP PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP D nj DESCRIPTION: CITY OF DV MYTAS B.H. 1 140 LANDSCAPE ARCHITECTURE- URBAN DESIGN- PLANNING L caR ABU111p</VT HORIZONTAL 6680HrosANaEGODR DATE 02 —01 -07 BY: BY LEUCADIA BOULEVARD PROJECT -5 1RAQKS ObER &UNTAS SLED. SAN DIEGO, CA 92106 2164 LER0 B AS RR PETER COTA— ROBLES Z II6 ^TION DETAILS i NOTES RECORDED FROM: ASS D/SA STA11Pm OC 140. VERTICAL PHONE: 619- 7184MO FAX: 619- 718.9669 R.C.E. NO: DATE SZ v : 7 DATE: Z•ZL - � SHEET 26 OF 36 ELEVATION: 77.489 D ATUM: M.-q/- MARIAN MARUM EXP: 11 —JO—OB R.C.E. R.C.E. WORK PROJECT N0. CMSOOD 5 2 2 6 I " `swy 12• 3" 7 12 4 1 6 X 18" 5 g 4 � PI r 7 5 2' O y , 12" 3 * y ' 6 - : � � • • '. SBGTIOY 1AW>rl - 1LTS DIMENSION A e 1 c o * 2" IN TURF AREAS of 1/2 TO 4 IN SEE WHERE MM M VOW" PINING 36' 36' 1 24' 4• 4" IN SHRUB AREAS 2 11 7 10 SECTION VIEW 6 PLAN VIEW 1/2" ro 4 IN SEE WHERE 80-OW PEDESTRIAN PAVING 18*1 1B• I ,2• 1 4 1 * 4" SEPARATION *�� 4 5 6 O LEGEND NOTES A LEGEND NOTES (T)3o -1McH uWAR LEKTH of • 2- IN SHRUB AREAS. FL)SH IN LAWN LEGEND NOTE: WIRE CORED AREAS. O WATER PROOF CONNECTION USE TEFLON TAPE ON ALL THREADED O PAVING PER PUN. THE PPE OR WIRE WROTE CARRIED. ORADE/TOP of ML A 119E TEFLON TAPE ON YALE 1 SM* / GROUND COVER (1 OF 2) CONNECTIONS. O 'TO MA RECOMMENDATIONS BUNDLE NDLE W ALS. k WRAP W/ EtEC11tlG1L TAPE • FIN PPE C ONNECT IONS. FOR PVC TO � 3 D TAG LEGEND NOTES: FOR AaACExr SIB- cRIAOE. INTERVALS. PVC C ONNECT IONS. � 8 TYPE LOCIQO P W SPECS. Qi FINISH GRADE WHTMN 1iENCHPPINC SHALL BE SNAKED 3 scH. 4o PVC u TERAL LINE 3 POP -UP SPRAT 9PRHNIDETC HEAT BRAIN) STATION NUMBER ON N) LID O S 4 ALL RD E PIPING SFMLL eE INSTALLED R 4 WINTER - 1 2 SWING JOLT SJ512 OR S. INSTALL 9 PIMIO. EI HEADS S FINISH GRADE/TOP OF MLLCH @LATERAL LINE - SEE SPECS. BRIDLE IRWNG k WRAP W/ TAPE • ,0 ACCO RDANC E RUATIO NS. W/ MAAINIFAL9EIRER'S INSTALLATION O NOZELEi STR PE ARE 0 coax OR � g,n1 �q No2IIE ARE ro COVE 8 o INTERVALS. SC H. ,� P� ALL PVC MAINLINE. PVC LATERAL LOOM o �-~ ONTO PAMNG, 6 PEYOTE CONTROL VALVE; 3 COMPACTED FARM 24 * CONTROL WINES SWILL B SLEEVED BELOW ALL 5 PVC SCH 40 S z S z T OR S z T TOM CES, WALLS OR BIIILDIII PER LEGEND k SPECS. T71E A LOOP N ALL NIG • DEGREES E. CHANGE O SCH. PVC MADAM MADAM WVDS OT nE.TM ELDADTS EC SCR. NO PVC. FRiIIG - LATERAL x z SPRINKLER MILLET 7 PVC MALE LATE RAL PPADMPTFR. E TO SPIINILLERS. O P MAINLINE -SEE OF ERECTION MATTER THAN lIEAIEF'S. �• N 30 UNLESS OR9E UNTIE AFTER ALL CONNECTIONS HAVE BEEN PROVIDE SLEEVES • 2 TIMES THE DYNETER OF 6 PVC LATERAL PIPE FUGH W/ GRADE IN TURF e PVC OS CONTROL WIRES - SEE SPECS. MIX © SOIL THE PPE O R D ON ThM15 � C. INSTALL SPRINKLER HEADS WNW BON g GRAS OROIRD COVER AREAS k ,/2 ABOVE GRADE I BRICK (+ of .) ©„�„ 10 BIOBARRER ROOT CONTROL SYSTEM FABRIC. Q BACIFILL PER SPECS. � CONTRACTOR SHALL MARI( EDGE OF PAIANG ENDS SLEEVE W/ A SCORE a wAEI OR LxIRe 1, 6 4 - MIN10 D MARK TO DESIGNATE SLEEVE LOCATION. 9 UNNS LIRBED SOIL SLEEVE ENDS SHALL UTEND 12' BEYOND EDGE 10 NO -DIM VALVE AS REOINRED 12 PVC AYIII.INE FROM MANIFOLD a4J. VALVE. OF HARDSCAPE. TO PREVENT LOW HEAD DRAINAGE. AFTER INSTA OF PPE k IRE. 13 - RECLAIMED WATER - DO NOT DRII( TAG CONTRACTOR SHALL FILL REMAKING VOID 04 ERs of SLEEVES W/ cow" Mw REMOTE CONTROL VALVE PIPE & WIRE TRENCHING SLEEVES 12 POP -UP -11 I -12 I -13 I -15 CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail CITY OF ENCINITAS Standard Detail Community Services Department NO SCALE Commun Services Department NO SCALE Community Services NO SCALE NO SCALE AY Department Community Services Department 2 3 5 FROA! PRESSURE TO YASTIR Mounting RECU rr J � roo VARY: ' Clamps SEE NOTE 2 ` /� \` - 1 Included PLAN VIEW � 4 PLAN VIEW b :`D 2 N LEGEND PLATFORM MOUNTED POST MOUNTED 10' - — -- FMNSHEDGRADE MAINLINE rROM 90.01114,E DIP rH Pee SPECS SEE S TANDARD above round F R O M PItFSSJRE _ TO NASTEP. f DETAIL I-I2. RFGI N 1 RFGIII AT03 VALVE SEE NOTE z (: it 1= 1=11= 111= POTABLEWATERLNrE O2 BALL VALVE IN VALVE BOX. ° aTANDARD DETAIL I-al. (Do . - - - -- E e f - -- - 3" WIDE METALLIC MARKER TAPE - IT MIN CLEARANCE Q3 MAINLINE • IZ' DEPTH. PROF I LE / RECYCLED PRESSURE 'ALERTUNE• PURPLE LATERAL NON- PR ESSlM2E MAA LINE AND SLEEVE 4 REMOTE CONTROL VALVES IN VALVE BOX. QUANTITY PER PLAN. TER PIPE FROM IRRIGATION HEAD RECYCLED WA / O 1 111- HEAD _ ; PROVIDE A 12" SEPARATION BETWEEN VALVE BOXES. SEE TEST STATION PRESSURE MASTER i � —' � CROSS THE POTABLE PATE NO SLEEVE IS L INES STANDARD DETAIL 1 -II. 2' Galvanized METER Y- STRAINER CHECK VALVE R= GULATiX! VALVE REQUIRED Q GU" COUPLtx VALVE IN VALVE BOX. PROVIDE A 1 2' Steel Pipe �� . _ SEPARATION BETMM VALVE BOXES. 6M DETAIL I -10. POC SEQUENCE -- "ALERTLINE' PURPLE COLORED PRESSURE © EDGE OF WALK, LAWN, CURB, ETC. NOTES: RECYCLED WATER MAINLINE PIPE ') REFER. TO SECTION '515' AND 15:52 OF -HE SPECIF:CI.TIONS NOTES d 2) INSTALL ONE TES S - AT=OM LOCATED DIRECTLY DOWNSTREAM Jr IRRIGATICN CHECK AND 'IESSLRE S HEGULAIUR VALVE PEH WR -03 8ET BOXES PARALLEL TO EACH OTH M AND TO L 3; SECOND CUSS CONNECT BON IESI SIAI ICN INSIALLLL` Al FAN, END OF ;)N -SI IE RAIN _IN NOTE: EDGE OF WALK LAWN, CURB, ETC. E E � Y / S Q L \ ]f l I"J �F a ; BRAND "TS ON PLASTIC T =S ST ATION LIDS WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS THE RECYCLED LINES SHALL BE LEGATE VALVES IN SHR4JBR9ROUN� COVER AREAS WHEHIE ° IT EM S I Z= AVD ) =SCP, I rT I ON 1 TFM SIZE ZE AND DESCR IF -1 DN INSTALLED BELOW THE POTABLE WATER LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL POS61 E . x NO _. -. .. ... N3 EXTEND 10 FEET ON EITHER SIDE OF POTABLE LINE FOR A TOTAL OF 20 FEET. _ 1 190n ( SCI1 80 PVC 90 ELL 5 19n 1 ":• SC4EDULE CA BRASS VIP ?LE 2. 19cm c -;') SC 160 BRASS CLOSE NIPrLC B VALVE BOX 5111E PURPLE COL7HEU LID RECYCLED WATER AND POTABLE WATER PIPE CROSSING S 3 19mm ( STABS LOCKABLE SAL_ VA-'YE. 7 LINE SIB_ BRASS GALL VAL Y7 � ° F METER SWIV -L B LINE BIZ- x 19M f "SCH DO TEE SCALE: N.T.S. I S 4 19mm x 6 !'q" x 1, • "1 SHASS IHHEADE) 9 °JRPLE PVC CL 315 SCH 40 MAIN i IVF Z o BUSHING WITi 6.3nrn t' CAPPED OUTLET !•D 1 '5Cmn :E•"1 BASE OF loran ( ROCK p,4DSCAP6- of TYPICAL MANIFOLD LAYOUT 1_18 RAIN SENSOR TOR ic6 TOVAL: sul /2001 �ti° RUM. 9 cy RECYCLED WATER IRRIGATION 4 C� OF E IT S tandard Detail NO SCALE CROSS CONNECTION TEST STATION DRkVllTE6 NU MBER; AI 63!01/2001 �p g4 2164 O ftwt neAll!c IOrBEI WR 04 rn �,EIGIF O * I " MARIAN MARUM —1 PARKS DEP EN — PLANS REVIEWED BY PAP ' . 11/30/ / \ :2 00 NAME: DATE: -2 Lf .17 � OF CALIFS TENSIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Y APPROVAL$ CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 2e P STAI MARUM PARTNERSHIP PLANS PREPARED UNDER SUPERVISION OF RECOMME D Q APPR D " DESCRIPTION: M £Al[[ B.M 140 /� I _� RECORDED FROM: LANDSCAPE ARCHITECTURE -URBAN DESIGN - PLANNING LOCATION: cae d41DG�ABU1AIlElV r av RR HORIZONTAL — WOORIOSANDIEGODR.STE.350 DATE 02 -Oi -07 BY: BY: LEUCADIA BOULEVARD PROJECT IRAMS OVER DVMTAS & NO. SAN DIEGO, CA 92,06 2164 LER Y B AS PETER COTA- NOBLES IRRIGATION DETAILS Z NOTES SS D19 IWEO r9C 140. PHONE: 619-718-9600 FAX: 61 &716 -9669 R.C.E. NO: t u. p� $I -049 ELEVATION: 77.489 n gTUM: M..S.L VERTICAL MARIAN MARUM DATE: DATE: Z ZZ — EXP: 11-30 —rte R.C.E. R.C.E. WORK PROJECT NO. CMSOOD SHEET 27 OF 36 PLANT LEGEND NOTE - ENHANCED PAVING SYMBM 80TTA0IGAL NAME COMMON NAME SIZE / 60JANTITY STAMPED CONCRETE - II= COLOR: 'ADOBE TAN' WITH CHARCOAL RELIEF, BY SCOFIELD SYSTEMS. AS ALOE BAINE511 56" BOX FINISH: 'GARDEN STONE' PATTERN PT CASSIA 5PLENDIDA '60LDEN' GOLDEN WONDER SIENNA 56" BOX BY BOMAGRON. DECORATIVE PAVING - AT 5PATHODEA CAMPANULATA RED AFRICAN TULIP �� ct�I not.d ANTIQUE GOBBLE CONCRETE PAVER 50 SPATHODEA GAMPANULATA 'AUREA' YELLOW AFRICAN TULIP 56" BOX COLOR: TERRA GOTTA / BROWN MIX FINISH: TUMBLED SHPOM BY ANGELUS BLOCK AND BRICK a ALL OTHER SIDEWALKS - O ALOE STRIATA CORAL ALOE I GAL d INTEGRAL COLOR: 'ADOBE TAN' BY SCOFIELD � ® ANI60ZANTH05 HYBRID YELLOW KANGAROO PAW 5 GAL DSCgpF SYSTEMS. ��o ARUM, N 4��h`` FINISH: EXTRA HEAVY BROOM FINISH ® ANI60ZANTHO5 HYBRID 'DWARF RED KAN&AR00 PAW 5 GAL e` POURED IN PLACE CONGRET'E PLANTER WALL - O CORDYLINE AU5TRAL15 'ATROPURPUREA RED CORDYLINE 15 6AL / SYSTEMS. INTEGRAL COLOR: 'ADOBE TAN' BY SCOFIELD GUPHEA 16NEA G16AR PLANT I GAL ON FINISH: ANTI GRAFFITI COATING (SEE SPECS) O EUPHORBIA CONTINIFLORA CARRIBEAN COPPER PLANT 15 GAL s9 �oF CALIFO�'�� + LEONOTIS LEONURUS LION'S TAIL 5 GAL O 4' PlGb' nremAT!!lE S/TE HALL w/4 - M "x Z4" ,, O COL[tMNS, SEE SPECS. AP1°END�CI fOR �ET,4 /LS � POLY6ALA DALMAISIANA SWEET PEA SHRUB 5 GAL 5ALVIA I. ' MULBBERRY JAM' MULBERRY JAM SAGE 5 GAL 0 10' 20' 60' t� � 4 Al N O SALVIA LEUCANTHIA MEXICAN SAGE 5 GAL TIBOUGHINA HETEROMALLA SILVERLEAFED PRINCESS PLOWER 5 GAL / Scale 1 = 20' No DUDLEYA PULVERULENTA CHALK LIVE FOREVER 16AL / 12" O.G. FESTUCA 'ELIJAH BLUE' BLUE FESCUE 4" POTS /12" O.G. I I p.g "4�` ^=. GERANIUM INGANUM CARPET GERANIUM FLATS /12 O.G. KNIPHOFIA HYBRID KNIPHOFIA I GAL. /18" O.G. I I r RUELLIA MAKOYANA MONKEY PLANT I GAL / 12" O.G. Li 5CAEVOLA AEMULA 'SAPPHIRE' 50AEVOLA •• ••• • -• ••• "•• "••' I GAL. 118" O.G. I 5ENEC10 MANDRAL15CAE CHALK STICK ROOTED C TTIN&5/ I2 O.C. - I CONC � * GROUND COVER DAMAGED FROM CONSTRUCTION TO BE REPLACED TO MATCH EXTI5TIN6 � PLANT MATERIAL (FLATS O 12" O.G) j i * i I L — — tu A . , • • PLANT R -- — - � CONC GATE WOOD FENCE WO D FENCE !_ H a r b w�N Y�, AC :••••. • .:.:. :.� a . ZA15ED PLANTER t -- CA VINS, SEE DETAILS rm = CA LEUGAID I A BLVD. k . • Y . • • I s .♦ ------------------------ M • • F r -- �'� mss _ —__ r !! ! ' .. ! -. • �,w ` y — FB b ! b ! __ ••�•' L6 -alp Y " � � �_- - -- - °-� " . �. _ 71, � •• .'• r - -- AC a s s r a s s s s s a s / i • • • r I • i —• • i �� _ �____L 'sa s A A ai9.a a a» A S C r ak a I' / • _ —._ . —___ _._— _ -_.__ II — " s — — - X - -- - - -- -- - -�— — — — — �Y .. ii / / +. -- . :. — —_ __ � FATE � I � � — � s �� • i: - 2 N2. I WALL - I ..... :::• I I EXISTI VINE TO REMAIN Z -- — HERMES AVE ROUND ABOUT I x I o ;; PARKS DEP R ENT PLANS REVIEWED BY f NAME: DATE 21 REVISIONS APPROVED DATE REFERENCES DATE LION MAN( SCALE APPW CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. � or "A L4 2 -27 -0 an ages e�c [ f� MARUM PARTNERSHIP PLANS PREPARED UNDER SUPERVISION OF RECOMMEND LANDSCAPE ARCHITECTURE - URBAN DESIGN - PLANNING _ L OCATION: "E 9°°ff'IBUn'°"T °"'�P HORIZONTl1L — 8880 RIO SAN DIEGO DR. STE.350 DATE: �� BY: BY: L E U C A D I A BOULEVARD PROJECT o" 1Re�Gf n a res in DE GO, 92198 2164 Y PETER COTA- ROeLES PLANTING PLAN SI-040 PHONE: 819- 715 -9880 FAX: 619 -7189 R,C,E, NQ; L ft, CORDED FROM: BASS a[9C sre+�n ac fen VERTICAL DATE: DATE: Z L t -D � ATK)N: ZJ@ D ATUM: LU MARIAN MARUM 11-.10 -� EXP: R.C.E. R.C.E. WORK PROJECT NO. CMS000 SHEET 28 OF 38 MATCHLINE - SEE BELOW LE PLANT LEO END SY 450L 50TANICAL NAME COMMON NAME SIZE / WANTITY eX , ® s , � W G1 LL AS ALOE BAINESII 56 BOX I PT CASSIA SPLENDIDA 'GOLDEN' GOLDEN WONDER SENNA 56" BOX I ; AT SPATHODEA CAMPANULATA RED AFRICAN TULIP �� o X BO ul" rlotod SG SPATHODEA GAMPANULATA 'AUREA' YELLOW AFRICAN TULIP 56" BOX " V 'w ....... O ALOE STRIATA CORAL ALOE I GAL ® ANIG0ZANTH05 HYBRID YELLOW KANGAROO PAW 5 GAL ® ANIGOZANTHOS HYBRID 'DWARF' RED KANGAROO PAW 5 GAL ; t '+�• (�- a1 Q CORDYL I NE AUSTRAL 15 'ATROPURPUREA RED CORDYL I NE 15 GAL ' CUPHEA IGNEA CIGAR PLANT I GAL I i •• O EUPHORBIA CONTINIFLORA CARRIBEAN COPPER PLANT 15 GAL x _ Q LEONOT15 LEONURU5 LION'S TAIL 5 GAL m - - -- I O POLYGALA DALMAI5IANA SHEET PEA SHRUB 5 GAL ( II 0 SALVIA I. ' MULLBERRY JAM' MULBERRY JAM SAGE 5 GAL 0 5ALVIA LEUGANTHIA MEXICAN SAGE 5 GAL 't VIVIT TIBOUCHINA HETEROMALLA sILVERLeA 1°RIMGE5 PLOWER 5 GAL ! (I DUDLEYA PULVERULENTA CHALK LIVE FOREVER I GAL / I2" O.G. I) I - FE5TUCA 'ELIJAH BLUE' BLUE FESCUE 4" POTS /I2" O.G. M S. j "y ssx M "=M ,= " H GERANIUM INGANUM CARPET GERANIUM FLATS / I2" O.G. -- KNIPHOFIA HYBRID KNIPHOFIA I GAL. /18 O.G. { I : "'' • . RUELLIA MAKOYANA MONKEY PLANT I GAL / 12 O.G. ! I I I r— .....:.......:.....• SCAEVOLA AEMULA 'SAPPHIRE' . ••"••'��••• • "�"'�" SGAEVOLA I GAL. /18" O.G. • p - - SENEGIO MANDRALISGAE CHALK STICK ROOTED cuTTiNSS/ i2• O.C. I •.. o L GROUND COVER DAMAGED FROM CONSTRUCTION TO BE REPLACED TO MATCH EXTISTIN6 WALL w I PLANT MATERIAL (FLATS O 12" O.G.) s W �p,%DSCApt y NOTE - ENHANCED PAV I N6 0 STAMPED CONCRETE - - - -- = I . DO COLOR: 'ADOBE TAN' WITH CHARCOAL RELIEF, BY y" - 500FIELD SYSTEMS. } ( - CAL�� FINISH: 'GARDEN STONE' PATTERN B LU Y BOMACRON. i DECORATIVE PAVING - ANTIQUE GOBBLE CONCRETE PAVER FI 5H: TUMBLED g CO TTA /BROWN MIX ' L LOCK AND BRICK = mod ; -- ALL OTHER SIDEWALKS - ' C - -- -- - -- North INTEGRAL COLOR: 'ADOBE TAN' BY SCOFIELD SYSTEMS. FINISH: EXTRA HEAVY BROOM FINISH` ,✓ . 0 10' 20' 60' POURED IN PLACE CONCRETE PLANTER WALL - I / INTEGRAL COLOR: 'ADOBE TAN' BY SCOFIELD ,,✓ �I SYSTEMS. FIN15H: ANTI GRAFFITI COATING (SEE SPECS) ! Scale 1 = 20' z MAT - ABOV RIGHT I __ 4' H /GH DEC e 5RfCS.� IDIX I A0W D4C7W1ZS �i I I I z COL UM�YS , S E 5 VULCAN AVE (1) VULCAN AVE (2) 6 �- a MARIAN MARUM (0D .11/30 � IT ` Q I t PARKS DEP - S REWEVED BY :2 _ j NMIE DATE: 9 L REVISIONS APPROVED DATE REFERENCES DATE OEM MAW GOALS AFFMVALG CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANANG NO WAze- oft etry t -22,07 SORPTION an' / f+e MARUM PARTNERSHIP PLANS PREPARED UNDER SUPERWSION OF RE APT LANDSCAPE ARCHITECTURE - URBAN DESIGN - PLANNING _ L OC ATION : ME IN ANOW AN IIIIINT ON N HORIZONTAL - BW RIG SAN DIEGO DR. STE.360 DATE: 222 -M-07 eY: BY. - L E U C A D I A BOULEVARD PROJECT 1 1RAdCS DIE7P EJIIdMTiLS BCIn SAN DIEGO, CA 92106 LEROY PETER COTA ROBLES RECORDED FROM• 9PASSdt91C Sr� nncua VERTICAL PHONE: 619-718-OW FAX: 619-718-OW R.C.E. NO: 2164 DATE r2 DATE 2 -LZ -a PLANTING PLAN 81-040 ATION: 11.4 n ATUM: M C! MARIAN MARUM Exp 11 -.ha! R.C.E. R.C.E. SHEET 29 OF 36 WORK PROJECT NO. CMSOOD i I I i , I PLANT LEGEND SY 4WL DOTANICAL Woe COMMON NAME SIZE ! WANTITY AB ALOE BAINE51 I 36" BOX PT CASSIA SPLENDIDA 'GOLDEN' 60LDEN WONDER SIENNA 56" BOX It AT SPATHODEA GAMPANULATA RED AFRICAN TULIP 5'' BoX Ai Unless o0wirulso noted r I U 7 SC 5PATHODEA CAMPANULATA 'AUREA' YELLOW AFRICAN TULIP 36" BOX © � A' O ALOE STRIATA CORAL ALOE 16AL �� I : ".- �f * " v G ANI60ZANTHOS HYBRID YELLOH KANGAROO PAW 5 GAL ® ANI60ZANTHOS HYBRID 'DWARF' RED KANGAROO PAW 5 GAL 0 GORDYL I NE AUSTRAL I S 'ATROPURPUREA RED GORDYL I NE 15 GAL CUPHEA 16NEA 0I6AR PLANT I GAL '° " "° o A EUPHOR51A GONTINIFLORA CARRIBEAN COPPER PLANT 15 GAL O LEONOT15 LEONURUS LION'S TAIL 5 GAL O POLY6ALA DALMAISIANA SHEET PEA SHRUB 5 GAL - t . • - --- - - - - -- -- WARD - SALVIA I. ' MULLBERRY JAM' MULBERRY JAM 5A6E 5 6AL •t�; ''t• 46" eox LANDSCAPE BIKE LANE A SAL "L UGANTHIA MEXICAN SAGE 5 GAL . ��., MAINTENANCE �.. __� r *� �`�� ''�' � :� STRIP (TYP) Pool �.' �` L •: TIBOUGHINA HETEROMALLA SILVERLEAFM WfZr&a&1jQWW . <w• 'J"Cti�c ''t, �� *F V/'� f /lff r!'/MLA - CRWAM lVr CAMr /NG► /W /bAL 3'x C xw •; ;..:.•, :..'(��. 64ROJW COVERS D T; - �3L1>lD. ' ' I SED PLANTER t ENHANCED PAVING, SEE DETAILS A PULVERUL TA CHALK LIVE FOREVER 16AL / 12" O.C., SHEET L -5 CA 'EL J ,B. UE' . a A+i BLw �� A �° O.C. O.G. OEM FE5TU i . ' _- _ - _ _ BIKE LaNE GERANIUM INGANUM CARPET BERANIUM FLATS / 12" O.G. � WAIL Aft SNT /TA. L=1 SEEsf //EtldiL' /fOR DETA/LS f r � r 'Rt;c DENSE /18 KNIPHOFIA HYBRID KNIPHOFIA I GAL. " O.G. DENSE �� ` r ", ` RUELLIA MAKOYANA MONKEY PLANT I GAL / 12" SCAEVOLA AEMULA 'SAPPHIRE' 5CAEVOLA r j ; .......:...::.:::.. ;..•; I GAL. /18" O.G. x3 �i. • ' - A_C SENIEGIO MANDRALISGAE CHALK STICK R tro ooT currlN65i 12° O.C. I �; „B � � W -4CC DIKE GROUND COVER DAMAGED FROM CONSTRUCTION TO BE REPLACED TO MATCH EXTI5TIN6 PLANT MATERIAL (FLATS O 12" 0.0) CONC DRIVEWAY SrA AC DIKE NOTE - ENHANCED PAVING 1 I U) 5 0 STAMPED CONCRETE — COLOR: 'ADOBE TAN' WITH CHARCOAL RELIEF, BY ` 500FIELD SYSTEMS. FINISH: 'GARDEN STONE' PATTERN BY BOMACRON. ' DECORATIVE PAVING — ANTIQUE GOBBLE CONCRETE PAVER COLOR: TERRA GOTTA / BROWN MIX FINISH: TUMBLED _ BY ANGELUS BLOCK AND BRICK �NOSCnazq O 9p ALL OTHER SIDEWALKS - Jy � �WIRUA, NQ rny� INTEGRAL COLOR: 'ADOBE TAN' BY 500FIELD SYSTEMS. HYMETTUS AVE ROUNDABOUT FINISH: EXTRA HEAVY BROOM FINISH POURED IN PLACE CONCRETE PLANTER WALL - P / INTEGRAL COLOR: 'ADOBE TAN' BY SCOFIELD �or CAi � SYSTEMS. FINISH: ANTI GRAFFITI COATING (SEE SPE CS) w z 4" //ZwW ARIM4717X S /TIE N%QLC IP14 24"x M * tG Q 0 tatuMMS SEE' S?LeeS APPEXD /X S FDif G 7A t S 0 10 20 60 MARIM MARUM (D - .... f tt /ao/ Q I PARKS DEP - PLANS REMEWED BY \ 00 E. DATE: Scale 1 = 20' ofth REMSIONS V D DATE REFERENCES DATE NMM MAW SCALE AFP9WAL9 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAYNNG NO. °' 440.0 W ALL Ci 2.21 - SORPTION: Clr OF E]IIa/LLS 1� MARUM PARTNERSHIP PLANS PREPARED UNDER SUPERVSM OF RECOM APP D fit.- ��.�� v -� LANDSCAPE ARCHITECTURE - URBAN DESIGN - PLANNING _ /'� AN !1• AMAfO [rwaANG OCA710N: ANir/>�►T HORIZONTAL - WN RIO SAN DIEGO DR. s TE.360 DATE �� BY: BY: -- L E U C A D I A BOULEVARD PROJECT _3 jy O/ SAM Qlff E MCUMS At M2. SAN DIEGO, CA 921 Y� PETER COTA- ROBLES PLANTING PLAN of-o RECORDED FROM LW N crAiM _ I S VERTICAL PHONE: 619 - 718 -9660 FAX: 619 -718 -9689 R.C.E. NO 21� DATE: t O7 DATE: 7-2-1-2 � ATION: .A nATUM: �� MARIAN MARUM SHEET 30 OF 36 per /1- � R.C.E. R.C.E. WORK PROJECT NO. CMSOOD o ? o PLANTING NOTES: ° ° A° I. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXI5TiNG PLANTER AREAS o ° ° AND PLANT MATERIAL AS INDICATED ON THE PLANS OR AS SPECIFIED IN THE ° ° ° ° FIELD BY THE LANDSCAPE ARCHITECT. °° 2. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. ALL PLANT LOCATIONS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. PLANT QUANTITIES ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL ? NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETNEEN D SYMBOLS AND QUANTITIES SHOWN. 5. APPLY A SYSTEMIC HERBICIDE, WHERE NEEDS ARE PRESENT, PER q n MANUFACTURER'S SPECIFICATIONS, A MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEED5, INCLUDING THEIR ROOT5, SHALL BE ALLONED TO COMPLETELY DIE BACK BEFORE PROCEEDING WITH WORK. I 2 3 4. PLEASE SUBMIT ONE 501L SAMPLE AND A PLANT LIST FROM EACH ROUND 2 h � ABOUT PLANTER AND ONE REPRESENTATIVE RIGHT OF WAY PLANTER TO THE 3 .,.: "SOIL AND PLANT LABORATORY" IN SANTA ANA, GA, PRIOR TO ANY PLANTING. SUBMIT THE 501L TEST TO THE LANDSCAPE ARCHITECT AND FOLLOW THE 501L S � LABORATORY'S RECOMMENDATIONS PRIOR TO PLANTING . 4 . . . ' ' .. :.....'{ 5. ALL AREAS LESS THAN 3:1 IN SLOPE TO BE PLANTED SHALL BE - 4 U l 0� GROSS- RIPPED TO A DEPTH OF 51X INCHES AND SHALL HAVE THE FOLLOWING 5 LEGEND 1 4 3 `D AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN (QUANTITIES X ARE PER 1,000 5.Fa: - - 4 6 PAVINe LEGEND b A. 5 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS � WnN& '�` it B. 100 POUNDS AGRICULTURAL GYPSUM LEGEND = x �l` �s cONCIeeTE cum w►ewe occues. Q1 FINISFI emAVe IN /•C71AN AReA. TOP or ru-cH SHALL DE . r OL.ow AD.vice+r cum. G. 15 POUND' IRON SULFATE (D Tim w e FM PLAN. �. ulsTU11ee N SOI c NATIVE L. (3) INSTALL w,TOMWOT WN ROL SAMMIt rfeIII Oft PAVIN o STRZTU U IIes OCCe O A°^i'Lr eew Pee cornT#ucTloN PLAN. D. 25 POUNDS 16 - SLOW RELEASE FERTILIZER MNTHTN e' OF TReys. INSTALL •Oe:P ROOT WATM CONTROL DA 1115% (M-24) OR CATr QQ 24• Dmpr4 ve•P moor sm=4 ralsTw a sy toK TOP OF erAWJee TO ee . 26 G) Eo&ATW PLEASE NOTE THAT THE AMENDMENTS MAY CHANGE, BASED ON THE 501L PRJOIK o SmDI IN 14 ,mss emANUeS TO S BELOW OA►•+Ae T eaiAl AVAILAeIe PROs+ DEEP ROOT C-01111110 (soo) 4W1060. � e rm or O � � �x� : INSTALL umw ANALYSIS. . END OF PLANT eSTADLISFIlNT PERIOD EACH TFM SHALL 1 A PAIN. LI50TH OF b' OF DAMIEF . BA Wt t SKALL De DOLOLE mow OF MAMPACTUmRAS SEALANT TAPE. SEAL SIA 111IRM TOP To ADJACAW rOm ALL P914AININe DA61113). OO Oltoss Tie Eerrarm sTA m • TREE ret INSTALLED CENTERED ON TPW IWINK o 4O -OeemM ANN.E. TWM MIS • NAm wH PAV 40 VV DEAD OF 94LW-OM Or- 04.ANT. 6. EACH PLANT SHALL RECEIVE AGRIFORM PLANT TABLETS AS FOLLOWS: PLANnNs sPEcswoNOTes. PLANTINS A wAs LESS THAN 01 SHALL Iftcave aAwmm" ON ALL EDeES. INSTALL Pee I GAL CONTAINER (I) 21 GRAM Q fly eRAiDE @ r DIA. x Io' LoNe LODeE POLE S TAKES M'y'uF'''cTUReVs 111EC•0I•�AT10Fi5. a IMPOMM TOPSOIL, DEPTH PER VTY STD. DETAIL P?. 5 GAL CONTAINER (5) 21 GRAM 0 ROoTDAL.L (wr ueom +r ADOVE rmw (INSTALL P400t THAN ROOTSALI ). INSTALL TOP EVOE OF BA "tot LEVEL VV FINISH SRADE. NO PENETRATIONS IN THE OO maTINs ASPHALT PAVe•!NT To mmmw. 15 GAL CONTAINER (5):21 GRAM eRAM. IS SHALL BE MADE. ALL �TION LIB � BE �A� �OH THE Q EXISTINS 61EeRADE TO Ra1A1N. PER 5 INCHES OF BOXED TREE SIZE (1) 21 GRAM © 00WACTM EAC.KrILL MI (Pet - 1. PLANT BAGKFILL SHALL BE 50% SITE SOIL AND 50% NITROGEN FORTIFIED PLA LATINO SPOCOMO'TES). @ COWAGTW OR NATIVE SOIL. (D ExIs -nw DI3e MATERIAL To m mAIN. REDWOOD SHAVINGS BY VOLUME. TREE PLANTING WATER/ROOT BARRIER MEDIAN MOISTURE BARRIER 8. PLANTS SHALL BE INSTALLED PER PLANTING DETAILS PROVIDED IN THESE _ p PLAN. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS CITY OF ENCINITAS Standard tail CITY OF ENCINITAS Standard tail �� CITY OF ENCINITAS Standard Oetall Cmmmj ity Servkm DBparWwt NO SCALE COI mnKy Swvicn Dwwftnent NO SCALE CwIIwity Servicm Depwirnent NO SCALE AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 DADET ALL SIE NCINTAS DETAU%Tm."wg 8Mg1 D:IDETNLMENCINTAS DETAIL90AWCmt"lrlwdwg &W1 DMETMLSEWWAS DETMLSW -0- MStlY,lb kweBader.AAAg&MI MONTHS AND MAXIMUM OF TWO YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF D15EASE5 AND PESTS. q. STAKE ALL TREES PER DETAIL. REMOVE NURSERY STAKES AND TIES FROM EQUAL ALL CONTAINER STOCK. MAINTAIN 51DE GROWTH ON ALL TREES. 10. PLANT ALL AREAS WITH GROUND COVER TO WITHIN 5" OF SHRUB OR TREE DRIPLINE. INSTALL A 2" LAYER OF GLEAN SHREDDED BARK MULCH IN ALL AREAS FLATTER THAN 5:1 11. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF 51XTY DAYS FOLLOWING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER OR OWNER'S REPRESENTATIVE. ALL SHRUBS SHALL T y BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF 51XTY DAYS FOLLOWING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER OR OWNER'S REPRESENTATIVE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF TWELVE MONTHS FOLLOWING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL GROUNDGOVI =R ACCEPTANCE OF THE PROJECT BY THE OWNER OR OWNER'S REPRESENTATIVE. THE CONTRACTOR, WITHIN 15 DAYS OF NOTIFICATION BY THE LANDSCAPE PLANTED PER ARCHITECT OR OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANTING LEGEND PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE GROUNDCOVER SPACING ORIGINAL MATERIAL GUARANTEE. NTS O SHRUB ROOTBALL O DIG HOLE 2X WIDTH AND DEPTH OF ROOTBALL b AND FILL WITH WATER AND ALLOW TO PERCOLATE INTO 51.6501L. FILL HOLE WITH b" DEPTH NATIVE BAGKFILL 6 MATERIAL. TAMP AND MOUND SLIGHTLY. O SET ROOT BALL IN HOLE 50 THAT ROOT GROWN � ti pNDSCAPE q � •-- IS I" ABOVE FINISH GRADE. �a MpRUM, oy. O REPLACE BAGKFILL MATERIAL (PER a 2 SPECIFICATIONS) UP TO 2/5 THE HEIGHT OF THE 5 ROOT BALL, TAM ND PING AND SETTLING AROU REMAINING 1/5 OF ROOT BALL.waDab = 9 _ O CREATE IRRIGATION BASIN A MINIMUM OF b" s � OF CALIF�� BEYOND SIDES OF ROOT BALL. LLI Z SECTION O IRRIGATE FROM TOP TO SETTLE BAGKFILL AND F- BERM, FILLING BASIN. Q �c�FIG�' � O FINISH GRADE NOTE: ALSO SEE TREE . � O PLANT TABLETS STAKING DETAIL MARIAN YARII Shrub Planting Q °' n /3o/ PARKS DEP T PLANS REVIEWED EWED BY NOT TO SCALE :2 00 NAME DATE: Lt REVISIONS APPROVED DATE REFERENCES DATE sercN MAM SCALE APPRO CITY OF' ENCINITAS ENGINEERING DEPARTMENT DRAWING NO °' or TION: aTY aon�r.NS fao MARUM PARTNERSHIP PLANS PREPARED UNDER SUPERVISION OF RE LANDSCAPE ARCHITECTURE - URBAN DESIGN - PLANNING ATM: ME aww"eu>7ovrar�e HORIZONTAL - NW RIO SAN DIEGO DR. STE.35 DATE: �-� BY: � - BY: - LEUCADIA BOULEVARD PROJECT L4 � D["a"S OIE]P E7M011IT.ls ALTO SAN DEGO, CA 92108 LEROY BWAS PETER COTA— ROBLES CORDED FROM: mu nC fan VERTICAL PHONE: 819-718 -9880 FAX: 819-71 8-9889 R.C.E. NO: 2164 DATE: It � DATE : > p4a PLANTING DETAILS s NOTES A71ON: 7740 n ATUM: LS MARIAN MARUM plp 11 -70-A R.C.E. R.C.E. SHEET 31 OF 36 WORK PROJECT NO. CMSOOD OI SEAT WALL WITH BOULDER PER DETAIL B TH15 SHEET O COMPACTED SUBGRADE (TO Q5 %) Q3 FIRST POUR - PLATFORM FOR BOULDER ® EXPANSION JOINT OI INTEGRAL COLOR SEAT WALL POURED IN (5) #5 REBAR • 24 ' O.G. TIED TO PLACE CONCRETE (SEE SPECS FOR CONTINUOUS RUN65 ® STEEL REINFORCING CONCRETE FINISH) © FINISHED SURFACE © SECOND POUR - CONCRETE WALL FOOTING, SEE DETAIL OO 1/2" RADIUS TYP. PLANTING AREA DRILL BOULDER i SET REBAR DOWELS w/POW -ROK - SEE O J O ® EXPANSION JOINT ® CONCRETE FOOTING (D SEAT WALL PER DETAIL B THIS SHEET 4 REBAR CONTINUOUS • 12" O.G. - Z DETAIL A THI5 SHEET ® THIRD POUR - POURED CONCRETE WALL, SEE DETAIL a ® Q COMPACTED SUBGRADE (PER SPECS) 4 ` f O Q2 PLANTING AREA ® FINISHED SURFACE IN FRONT OF WALL O 5" VIA. RIGID PERFORATED PVC NA Q3 WATERPROOFING - DRAINLINE CONNECTED TO CURB GORE. MEMBRANE PER SEAT REFER TO PLAN FOR WALL DETAIL - PLACE LAYOUT DIMENSIONS II I "- 3" CRUSHED ROCK w/ FILTER TIGHT TO BOULDER - 2 '1 n FABRIC WRAPING COMPLETELY ( �t 1� < 12" LAP 12 WATERPROOFING MEMBRANE o OC 0 I rt R I ® SET BOULDER5 AT I + M DEPTH WHERE w .r H I I 1 7 5 ? ^ I CURVATURE OF b \ Q? 4 N_ I I \ I 3 BOULDER 15 BELOW b 3 12 5 4 \ ! FINISHED SURFACE ' • I I > \ \ 05 FINISHED SURFACE E O j 6 1. 5UB6RADE COMPACTION SHALL BE z I I. VARY THE HEIGHTS OF BOULDERS. AS REQUIRED BY THE 501 LS 2. GRIND BOULDERS TO FIT SNUG W I TF 5 ...... . ......................... ................................. ............................... 3" o1r. a REPORT AND ENGINEER'5 IL WALL 4 3 �i 20 (min.) RECOMMENDATION. p 5. 5OULDER5 z �� I. SMW BOULDERS TO FIT BFUO KTH EACH OTHIM (typ) 2. 5LOPE FINISHED GRADE OF PLANTER TYPE: 'DESERT SAND' FROM SOUTHI Type; 5040 FIWm SOUTHNIsT eax.vae 4 TO DRAIN - 2% MIN. (TYP). BOULDER * STONE STOKE 51ZE: +/- 5-1/2'X 4 -1/2' SIZI +i- 5-1/2'X 4-1/2' POURED CONCRETE PLANTER WALL SECTION BOULDER /WALL SECTION BOULDER /WALL FRONT VIEW A NOT TO SCALE B NOT TO SCALE C NOT TO SCALE Oj MAINTENANCE WALK COLOR: 'ADOBE TAN' WITH CHARCOAL RELIEF FINISH: STAMPED WITH 'GARDEN STONE' I2 PATTERN BY BOMACRON (OR )/8 R 2 CONCRETE 2 4 APPROVED EQUAL) 3 lD SILICONE SEALANT TO 2% 3 O2 1/4" TOOLED RADIUS (TYP) MATCH CONCRETE COLOR 5/8" VIA POLYURETHANE \ Id Q3 CONCRETE CURB B vN�s�g AJGH ROD RECESSED e 6 4 EXPANSION JOINT pl" pl" 3 1/2" EXPANSION JOINT �.�5� RU M SU FILLER MATERIAL (� ® COMPACTED B6RADE (q5 %) ` 5 © STREET Q FINISHED GRADE P OF CAL1� a EXPANSIONS JOINT CONCRETE MAINTENANCE WALK E NOT TO SCALE NOT TO SCALE W Z f— Q q D Q j PARKS DEP - PLANS RENEWED BY :2 00 Y • NAME: DATE: /a� (/d ) REVISIONS APPROVED DATE REFERENCES DATE IIIIII@ICH YA1MC •CALF APPIWAL8 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANANG NO. L OCATM: "E a)Y aF ar ARUR T "'eP un MARUM PARTNERSHIP PLANS PREPARED UNDER SUPERNSION OF RECOMMEND APP SCRIPTION: i LANDSCAPE ARCHITECTURE - URBAN DESIGN - PLANNING �—� g LLQMZ HORIZONTAL - 88M R IO SAN DIEGO DR. STE.350 DATE: al -0-o7 B Y BY - LEUCADIA BOULEVARD PROJECT 11PAdS 01E]P gk%am 0 un SAN DIEGO, CA 92108 LEROY AS PETER COTA- ROBLES CORDED FROM _ PHONE: 619 -71 &9680 FAX: FAX: 619-718 -9669 R.C.E. NO: 2164 0 PLANTING DETAILS $ NOTES 81 Av�c�s �r ST�n ac 1rn. N3tTICAI DATE: DATE Z' I Z -O � SI'0 ATKN: 7740 n AII MARIAN MARUMP: R.C.E. R.C.E. WORK PROJECT NO. CMSODD SHEET 32 OF 36 ELECTRICAL SYMBOLS LEGEND 2 DETAIL NUMBER DESIGNATION 1ELA -1,3,5 CONDUIT HOMERUN TO PANELBOARD. TEXT INDICATES ELECTRICAL PANEL CIRCUIT BREAKER E1.1 SHEET DETAIL APPEARS (ILLUSTRATED ON) DESIGNATION AND CIRCUIT NUMBERS. � 3P �� NUMBER OF POLES. AMPS FRAME HASH MARKS ON CONDUIT RUNS INDICATE NUMBER OF #12 CURRENT CARRYING �225AF�— AMPS TRIP 3 Q �i 225 I �I I NOTE REFERENCE CONDUCTORS CONTAINED THEREIN. TWO #12 AND ONE #12 GROUND WIRE ARE AT � KAIC RATING INDICATED WHEN HASH MARKS ARE NOT SHOWN. NUMERALS ADJACENT TO I 22KAIC CONDUIT TERMINATED AND CAPPED HASH MARKS ON CONDUIT RUNS INDICATE SIZE OF CONDUCTORS IN LIEU OF WIRING OR CONDUIT CONCEALED IN WALL OR CEILING #12. ALL CONDUITS SHALL CONTAIN ONE GROUND WIRE SIZED PER C.E.C. TABLE 250 -95, BUT NOT SMALLER THAN #12. FOR EXAMPLE: 3 o al WIRING OR CONDUIT EXPOSED 2 #12, 3/4" C. III 5 #12 3 /4 " C. a I ,� - 3 #12, 3/4" C. — III II; -- 6 #12, 3 /4" C. � - - - - - - -- WIRING OR CONDUIT CONCEALED UNDERGROUND, OR IN FLOORS ABOVE GRADE IN 4 #12, 3/4" C. "—Hi— 7 #12, 3 11 C. dl l w LEVEL. zo AW �I I ( T 1 I - u a w II h I n I I I OR EN ED PL P } - SHEET E1.2 x O S »at – � a2—• i — _ .. U.. . -- - -__- I -- -�. f !- 4.._ _ 7 ,i _� a . , ..r �Fi l' —`� - ^• , ) .lien ' -_ - - .�/ ' \ ✓ , i - _ 1 F r T , ;bt — Ii 6 5 l f I 1 Y • z It 1 - - __ - -- -- a -_ —_._ „ -_ - -. ,• v II F I a I LEUCAD /A BL VD - -- 4 z �, / O a z t. .li Pl iF P..R I .,;• I - _ -__ -.. .. .. _.. -. -.. c '; " � — f�_ - 'c1 � , ;1 = 9 � � O _ T _ — �. „ _ T:_ - +� • _ • + T .I .. may:. m f 2 r • A _ — •III .:\ r -- I� lI( 1 y' I 8 II .. I I I I l NOTED I I I 3 S ITE PLAN PROVIDE FIXTURE TYPE C, TYPICAL FOR (9), SEE DETAIL I E2.2 II a SCALE: 1" - 20' I, 4 0 PROVIDE LIGHTING HANDHOLE, TYPICAL FOR (10) SEE DETAIL E2.2 0 PROVIDE 2 SCH 80 PVC (2) #6 THWN CU AND (1) #8 GND TYPICAL. 4O PROVIDE SERVICE PEDESTAL PER SDG &E STANDARDS, SEE 1 McRAL NOTES DETAIL : E2.1 1. CONTRACTOR SHALL PROVIDE ALL COORDINATION WITH SDG &E AND O5 PROVIDE 3" SCH 80 PVC AND MULE TAPE PER SDG &E STANDARDS. THE TELEPHONE COMPANY AND PAY ALL ASSOCIATED FEE'S FOR CONNECTION AND PLANNING. PRELIMINARY INFORMATION HAS BEEN ©PROVIDE 2" SCH 80 PVC (2) #6 THWN CU AND (1) #8 CU OBTAINED, THE SDG &E PROJECT NUMBER IS 637514. GND. STUB INTO EXISTING SDG&E PULL BOX, SDG &E SHALL Z PROVIDE THE FINAL CONNECTION. 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES. IT SHALL O7 W BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY PROVIDE (2) 2" SCH 80 PVC (2) #8 THWN CU AND (1) #10 GND. SEE ENLARGED PLAN FOR CONDUCTORS AND CIRCUITRY IN THIS F- DAMAGES THAT OCCUR DUE TO THE INSTALLATION OF THIS PORTION AREA. < OF THE CONTRACT. ALL COSTS FOR ANY REPAIRS SHALL BE THE BURDEN OF THE CONTRACTOR. 0 PROVIDE 125', 2 "CONDUIT WITH 3/8" POLY -PULL ROPE TO 3. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF CONDUIT EXISTING POLE 604212H. � THE ENGINEERING PARTNERS, INC. < TRENCHES IN CONJUNCTION WITH THE CIVIL DRAWINGS. THE LOCATION 0 PROVIDE AND MOUNT FX TRANSFORMER ON NEW PEDESTAL, x\,41 S. �o Consulting Engineers, Inc. OF THE UNDERGROUND CONDUIT IS DIAGRAMMATIC ONLY. PART NUMBER PX- 600 –TPC. � 13441 ? B g 10 IRRIGATION CONTROLLER. G 08 * 7670 Opg ortunity Rd. Ste 165 GRAPHIC SCALE Ezp. s — 80l � San Diego CA, 92111 -2277 4. FOR TRENCHING DETAIL SEE 5 O 0' 10' 20' 30' 40' 60' 80' FT1t\ cAu'i TEL 858 - 541 -0442 FAX 858 - 541 -0843 Z iiiia E2 2 SCALE i "= 20' EPI PROJECT #133 -09E REVISIONS APPROVED DATE REFERENCES DATE SENCN MARK SCALE I N Y RAWN Y H K BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. _ I Al DESCRIPTION: dTY QF fNC11WTAS B.AI. if !40 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPP&D N P LOCATION: AfE C0R A9V7WNT ON Re HORIZONTAL 1' - 20' DATE: BY: BY: LEUCADIA BOULEVARD El ul W RRACKS 01f EA00AS OL W. 0 • Y O N o ■ ME 1 N■EKING LEROY BOD S PETER COTA- ROBLES LL RECORDED FROM: BRASS"STAMIM OIC NO VERTICAL I'= 4' 1l070AVioFsaem E,sumioa SANDKW,CA.92128 R.C.E. N0: 411T36 DATE: A- DATE: Z- LZ � ELECTRICAL SITE PLAN SI -049 ELEVATION: 77.409 D ATUM: M..SL �•�•0�7M tS�J�6A�00FAX www•NOLTE.WN IBRAHIM D. BARHOUMI SHEET 33 OF 36 W x EXP: O�J1-08 WORK PROJECT NO. CMSOOD I i I I s � a > z U o c z al 3 0 a ° �II o a zl di 7 w wI � .� G P7 I / N I P7 I . I „ j / 101 N \ y , / / f I r Y .\ <� _,_ —_ _ f — - 2 TYPICAL „1 k I - - - AR — P�EL_ GED PLAN SHEET` THI /� _ 2p^ L 3 I - -- 7� �a ` _ _ o i a J U I , I �i i ./ 10 / P v _ �N - C /dE CTJC 3 COkiYE T �D ✓ks � , QfAC C4Z4*WS 4 LYQ6[ - ` I SIT "A" US TURNABOUT ENLARGED TURNABOUT PLAN SCALE: 1 = 20' SCALE: 1" = 5' NOTES: NOTES PROVIDE FIXTURE TYPE C, TYPICAL FOR (4), SEE DETAIL 3 10 PROVIDE 2 "CONDUIT WITH 3/8" POLY —PULL ROPE TO E2.2 ` �15�ING� 5857. DISTANCE APPROXIMATELY O1 PROVIDE (2) 2" SCH 80 PVC (2) #8 THWN CU AND (1) #10 GND TO TRANSFORMER. 100'. 4 !/ PRDY /QE r sm 80 Ale (0*6 rhW.Y CU AM) N #/0 O2 PROVIDE 1" SCH 40 PVC (2) #8 THWN CU AND (1) #10 GND. PROVIDE LIGHTING HANDHOLE, TYPICAL FOR (4) SEE DETAIL E2.2 am ; 2 b PROVIDE 2" SCH 80 PVC (2) #8 THWN CU AND (1) #10 GND TYPICAL. O3 PROVIDE FIXTURE TYPE B, TYPICAL FOR (4), SEE DETAIL— PROVIDE 2" SCH 80 PVC (2) #8 THWN CU AND (1) #10 GND. BREAK INTO EXISTING SDG &E HANDHOLE, SDG &E TO 1 Vf PROVIDE FINAL TERMINATION. O4 PROVIDE FIXTURE TYPE A, TYPICAL FOR (6), SEE DETAIL E2.2 O5 PROVIDE SERVICE PEDESTAL, SEE DETAIL 1 E2.1 v PROVIDE (2) 2" SCH 80 PVC (2) #8 THWN CU. SEE ENLARGED y oESS � THE ENGINEERING PARTNERS INC. N PLAN THIS SHEET. �o Consulting Engineers, Inc. O7 PROVIDE 3' SCH 80 PVC AND MULE TAPE PER SDG &E STANDARDS. San Diego CA, 7670 Opportunity Rd. Ste 165 GRAPHIC SCALE Exp. s_oe 92111 -2277 F d ® PROVIDE AND MOUNT FX TRANSFORMER ON NEW PEDESTAL, PART o' 10' 20' 30' 40' 60' 80' � NUMBER PX- 600 —TPC. ��s TEL 858- 541 -0442 FAX 858 - 541 -0843 Z ��F O9 IRRIGATION CONTROLLER. scaLE "= 20' y � EPI PROJECT #133 -09E i REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I N Y AWN Y H KE Y APPROVALS ci OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. _ 7?1i_AW5rAff74i"r 4M ?-z-o7 DESCRIPTION: dTY OF EkKNIAS B.Y. / 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN APPR D cc ° ' r LO NE* MANE AS'/NNT ON RR HORIZONTAL 1 + 1C1' DATE: BY: BY: LEUCADIA BOULEVARD 1RAaS OIER E afrAS 8112. s■ r O N o ■ N 1 N ■■ R 1 N• l ROY OD S PETER COTA- ROBLES RECORDED FROM: MASS arsrr STAMMEO X I V VERTICAL 1" + f' ieo�o AV[NUE Of lQNIQ, lYf1E l00 siw o�eoo, ca sar R.C.E. NO: 41T56 DATE: Z Z 07 DATE: 2'ZZ e � STA. 26+00 TO 8TA 30+50 81-0 w ELEVATION: 77.Id9 D ATUM: Y.SL. MMSA M 0 N•�• 0 M� WNWAO IBRAHIM D. BARHOUMI SHEET 34 OF 36 W x EXP: 03 - � WORK PROJECT NO. CMSOOD LOCATE FUSE HOLDER - -_ IN LIGHTING HANDHOLE I I I SERVICE PEDESTAL, SEE ELEVATATION THIS SHEET PROVIDE LIGHTING HANDHOLE I ALL POLES M I I I � I I I Xi J of Z' l 1 OAF j S.D.G. &E. SERVICE POINT FOR al ZI / 100AT I STREET LIGHTING CIRCUIT I w w 42 KAIC PROVIDE LIGHTING HANDHOLE �_ 5A _ I < s � I I ALL POLES Z Z o I 1 IRRIGATION CONTROLLER I �____� - - -� LOCATE FUSE HOLDER Ja of I E I i 3 "PVC TO SDGBcE P.O.C. I 2 LIGHTING TRANSFORMER 20A I I WITH SDG&E AND PAY ALL FEES.- IN LIGHTING HANDHOLE n � Z! Z CONTRACTOR TO COORDINATE I �� I I I I mj I " °` SPARE W I I I I w s Fi I I I 5A N �I L -- -- — ----- - --- - -J L_— J - -_ —J C IS �I �I w; ° PROVIDE SPLICE IN LIGHTING ' 6; °<I LIGHTING HANDHOLE HANDHOLE (TYP) Z' 8 # B.C. GND 3/4" x 10' COPPER CLAD `••! sj STEEL GND ROD LIGHTING SINGLE LINE DIAGRAM r3 z ' SERVICE PEDESTAL SINGLE LINE DIAGRAM rT SCALE: NOT TO SCALE < SCALE: NOT TO SCALE E2.1 NOTES- PROVIDE 1 "C (2) #12 THWN CU AND (1) #12 GND. CONNECT TO IRRIGATION CONTROLLER. O2 PROVIDE 1 "C (2) #12 THWN CU AND (1) #12 GND. CONNECT TO LIGHTING TRANSFORMER AND LIGHTING CONTROLLER. THE CONTROLLER SHALL AUTOMATICLLY CONTROL THE UPLIGHTING IN THE TURNABOUT TO ALLOW FOR DUSK TO DAWN LIGHTING. 2 "x 2 "x 1/4" CLIP �r EQUIPMENT —� EQUIPMENT BOLT. LOCKWASHER DIA, AS COMPUTED. HINGED LIFT -OFF HOOD Z HINGED LIFT -OFF HOOD MALLEABLE STEEL i f PRIMED & PAINTED TOP OF. CONC. 1925 DEMAND RESET COVER i HINGED, PADLOCKABLE, _ �� AND SEALABLE 3/8" REMOVABLE METER METER - - METER SAFETY X1111 SOCKET COVER SOCKET 1 READING © ANCHOR BOLT. WINDOW MANUAL BYPASS r_ 4" MIN. III DIA. AS COMPUTED. II (TEST BLOCKS) i I I NOTE: NOTE I II METER SECTION u —u W /SEALABLE COVER I I U SEISMIC RESTRAINT IN LIEU OF CASTING ANCHOR J II PADLOCKABLE " T TYPE � - � BOLTS IN CONCRETE, EXPANSION REMOVABLE TEST I _ -__- ANCHORS MAYBE USED. SECTION COVER 1 FLUSH HANDLES IRRIGATION ANGLE AND BOLT CONTROLLER ASSEMBLIES SHALL BE SHEAR = 1300 LB MIN. & UTILITY NAME MAW BREAKER " -"- �� MIN. 2 OF CONC. EQUALLY SPACED PULLOUT = 1500 LB MIN. I 4— ALONG T LANDING I PLATE ® r _ 48,718 EDGE OF PME HINGED 12 CIRCUIT LUGS 1g LOAD CENTER I I EQUIPMENT �T 1 g I I 57.000 REMOVABLE 1 DOOR _ UTILITY ACCESS Z I LOUVERED 3 0 5 0 LIGHTING A. CALCULATIONS FOR SEISMIC RESTRAINTS PADLOCK C3 f -� SHALL BE SUBMITTED FOR EQUIPMENT, COVER W / I BARRIER VENTILATION I I CONTROLLE II NEUTRAL BAR I I B. SEISMIC RESTRAINTS FOR EQUIPMENT II L_ _j Ly�F� _ _C� ' SHALL BE BASED ON THE FOLLOWING EQUATION. J III �J LIGHTING I CUSTOMER SECTION _ TRANSFORMER PADLOCK HASP I 4 625 . LOAD CENTER C. FP = Z xl x CP x WP I I RISER FOR SEISMIC BOLTS, SEE W E2.1 WHEN: Z =0.4 1 =1.25 PROTECTIVE BARRIER 6, so CP =.5 2s 4 "PAD 20.062 2'.8'2 ANGLE TYPE WP = WEIGHT OF EQUIP. a 1/4" MIN. CLEARANCE 1a.000 * CUSTOMER EQUIPMENT AREA W 46.00 J (LEFT) 30.50 X 20.00 X 8.25 - (RIGHT) 48.75 X 21.75 X 14.25 SIDE VIEW FRONT VIEW FRONT VIEW SEISMIC RESTRAINT DETAILS 4 z LESS DOORS, DEADFRONTS, AND COVERS E21 • SCALE: NOT TO SCALE W Q F a a a SERVICE PEDESTAL ELEVATION SCALE: NOT TO SCALE E2.1 THE ENGINEERING PARTNERS, INC. t WE s' �o �Z Consulting Engineers, Inc. �No. 13"1 '8PJ 7670 Opportunity Rd. Ste 165 'D' 9908 * NOTE: SERVICE PEDESTAL SHALL CONFORM TO SDG &E REQUIREMENTS, COLOR SHALL BE GREEN. San Diego CA, 92111 -2277 c ._- FCAUFO�aP TEL 858 - 541 -0442 FAX 858 - 541 -0843 Z 0 E EPI PROJECT x!133 -09E n REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK ` SCALE I Y DRAWN Y H K Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z n H a DESCRIPTION: d7Y O<£MdWTAS B.Y. if 140 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPR LOCATION: NE CoR 8RVW ASU7WVr ON RR HORIZONTAL APE DATE: BY: BY: LEUCADIA BOULEVARD E 2.1 '" MAOCS 0►ER EhKWrAS OLIV a ■ r o N a ■ N • 1 N 0 a N • N0: �41756 LE OY ROD 6S PETER COTA- ROBLES sTA 9 +00 TO s TA 13+75 81 -049 N RECORDED FROM: BRASS DW STAYFEOOC t4a IS= A VeMWOFSOMM,SU1tl100 SAN OKW, G. sz 1M R.C.E. 2 42 ! • • VERTICAL Mlrso�oo�n �� DATE DATE: ELEVATION: 77.489 n ATUM: At&L IBRAHIM D. BARHOUMI EXP: WORK PROJECT NO. CMSOOD SHEET 35 OF 36 UA FX LUMINAIRE — LIGHTING FIXTURE DETAILS FX LUMINAIRE — LIGHTING FIXTURE DETAILS TERRA ELEMENTO (TE -50) REFLECTORE STELLATO (RS -35) 1901 LUMINAIRE PER INSTALL THE FX LUMINAIRE N.T.S. N.T.S. 10OW LAMP CONFIGURATION REQUIREMENTS CAST ALUMINUM TV TENON WITH INTEGRAL PHOTOCELL ALUM. ALLOY 356 -T6 TERRA ELEMENTO IN WELL DRAINED FX LUMINAIRE REFLECTORE STELLATO FIXTURE. PAINTED FLAT BLACK (P1) TURF AND GRAVEL AREAS. SEE PLAN LEGEND FOR WATTAGE, BEAM 4 0' (REPLACEMENT P /N# 40080EP1A) of WI of DO NOT INSTALL IN LOCATIONS 6.50" SPREAD AND ACCESSORIES. 2 ' INTERNAL SHIELD PER „ �i za THAT ARE SUBJECT TO al � STANDING WATER AS THIS MANUFACTURE, RESIDENT SIDE. Z i ' 3 -1 /2 0. D. 4 3/8 x 6 ZP Q Q FL S CREWS ON 1 B.C. W W IS NOT AN UNDER m m / o LIGHT. - ®® - AIM FIXTURE A MINIMUM OF 10' Z w - I I= OFF VERTICAL TO ALLOW WATER I POLE TOP DIA. 5 -1 /8 C - - AND DIRT TO DRAIN OFF LENS CAP. $ 4 LG. a Z o PAIND D C AST BLACK T (Pl) COLLAR LACK E; Zi _ FX LUMINAIRE POSTMOUNT o VIEW A of 4 3 8 x 1 -3 4 STEEL z FINISHED GRADE ` GROUND STAKE. SEE PLAN �... 4 O " " / / d FOR TOP COLOR. COUPLINGS 0 90' O.C. N m �i I o CAP 1/4 - 1 12" + ' FL LUMINAIRE TERRA ELEMENTO ° ABOVE GRADE o LAMP FIXTURE. SEE 3/8 x 12" (4) w LIGHTING PLAN LEGEND - I I I— USE CUSTOM SIZE PIPE 2 DIA. ''+ ANCHOR BOLTS a Z o , HOLE 0i FOR WATTAGE AND BEAM SUPPLIED BY FX LUMINAIRE SPREAD. 12 VOLTS, :2 VIEW A POLE TOP DETAIL p � 50 WATT MAX. FINISHED GRADE ••• Z _ I 11 0 = 112 CLEAR ) LOW VOLTAGE CABLE WITH _ I 1 _ ^° o o � OVER TYP. FX LUMINAIRE LITESPLICE a LEAVE 12" LOOP COILED I- — j I I I I I �� ` I ( - N ; (8 7 MM PRESTRESSING IN THE BOTTOM FOR � _ '} V STEEL WIRES MAINTENANCE PURPOSES. '� I 1 1 o ASTM A -421 LOW VOLTAGE CABLE m „ WITH FX LITESPLICE I III 1 1 36' 1 -3/8 WALL (TYP ) COURSE GRAVEL LEAVE 18 MIN. LOOP I i ## FOR DRAINAGE I I I I I I ( COILED BELOW FIXTURE I I I I ; HAND HOLE STEELAW SPIRAL IRE 3" PITCH FOR SERVICE. � s — FRA ASTM A -82 SPUN PRESTRESSED #8 GA. x 6" #11 GA. LONGITUDINAL CONCRETE POLE BARE COPPER STEEL WIRE WELDED FIXTURE TYPE - A , FIXTURE TYPE - B 2 GROUNDWIRE AO 8 S NO TO SCALE E2.2 SCALE: NOT TO SCALE E2.2 WIRE CLAMP 4%6 HH FRAME & COVER 0 0' POLE SECTION 7" DIA. N N GROUND LINE 9.1" O.D. (2) 1/4 " -20 S.S. DOOR ATTACHMENT SCREWS 7 O.D. _ 4" x 6" HANDHOLE W /CAST ALUM. FRAME & COVER 0 0' 0. D. (4) 1" DIA. GROUT 3 NOM. BY HOLES ® 90' OTHERS GROUND LINE 10 1/4 - 3-1/2" + 1/4" 2 PROVIDE SOD AND SOIL 15 1/4 TO MATCH EXISTING (4) 3/4" x 24" x 4" GALV. STEEL 16 BOLT ANCHOR BOLTS W /HEX NUTS B I 14" SO. x 1" CIRCLE & WASHERS ASTM A -307 THICK GALV. EXCAVATE TO 24" (MIN.) ��a�E A -3s BASE PLATE RECOMMENDED MOUNTING SETUP DETAIL TO THE TOP OF THE 19 13 5/8" � HIGHEST CONDUIT * CONCRETE DEPTH SHALL BE A MINIMUM OF 42" DEEP, 22" IN DIAMETER. EXCAVATE TO 30" (MIN.) PLASTIC WARNING TA P E TO THE TOP OF THE BACKFILL COMPACTED TO 95% HIGHEST CONDUIT DENSITY SEE SPEC. AMERON LIGHTING POLE AND FIXTURE INSTALLATION DETAIL I 1 8 (PER CITY OF ENCINITAS DRAWING NO. SK112997 OR AMERON DRAWING NO. SK022904) CL / 3" PVC DUCT SIZES N.T.S. 12" 113 3/4" III AND QUANTITY AS W �� „ INDICATED ON THE DRAWINGS FIXTURE TYPE - C 3 a 3 NOTE: SEE PLAN DWGS. ' a 3„ 2 3„ U FOR CONDUIT AMOUNT SCALE: NOT TO SCALE E2.2 Z 10 3/4" SAND BEDDING W � Z NOTE ~ a 1012" BELOW FINISHED GRADE, EXCEPT 6" BELOW SUBGRADE UNDER PAVEMENT. (24" MIN COVER UNDER PAVEMENT.) a TRENCH AND REPAIR PER CITY STANDARDS FOR AC PAVEMENTS, ��oFESS/p�� THE ENGINEERING PARTNERS, INC. < 1 1 SEE SPECS. r`�Ew s' goy tiZ Consulting Engineers, Inc. "° ' " 7670 Opportunity Rd. Ste 165 LIGHTING HANDHOLE DETAIL 4 TRENCHING DETAIL 5 «p. 9-' „ Epj San Diego CA, 92111 -2277 CTR a SCALE: NOT TO SCALE E2.2 SCALE: NOT TO SCALE E2.2 pFCA1 \EOR�\< TEL 858 - 541 -0442 FAX 858- 541 -0843 Z x � ^ EPI PROJECT #133- & REVISIONS APPROVED DATE REFERENCES DATE STENCH MARK SCALE I Y RAWN Y H CK D BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Z iv i PLANS PREPARED UNDER SUPERVISION OF RECOMMEN a APP a DESCRIPTION: CITY a< EA�QIINTAS B.Y. / 140 LEUCADIA BOULEVARD E 2.2 W cc LOCATION: NE (W BROW As'/IMENT om RR HORIZONTAL NW DATE: BY: BY: 1 R A Q C S O V E R E A O W T A S &W. BEYOND E N G I N E E R I N G L ROY BODAS PETER COTA- ROBLES RECORDED FROM: BRASS pSK SLAW0 X 140. VERTICAL AKNE IW"AVEr W OF 913 MCE, WM 100 SAN DKCO CA.92IN R.C.E. N0: 41M DATE: Z /7 DATE: 2- i2 -o STA. 9+00 TO STA. 13 +75 sI-049 VA•M•�TIM IN.USAWFAX •�TE.Com IBRAHIM D. BARHOUMI SHEET 36 OF 36 W x ELEVATION: 7749 D ATUM: YSL EXP: 03 WORK PROJECT NO. CMSOOD