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2016-13054-I (Plans) (1)GENERAL NOTES LOCATION OF IMERGRXfiNO 801 D DID ASIA MUST BE UNITED IN 1' TO r I a']r •r'.v YI r-r vx\i 'I rr'. I. .. r u I 1 n rr. J M1il � 9 IAl I L.' �6 � r' Ir -'I•r rr. •1 � r i 1 III]' I �'j ••,.,• 1 r 'a1r I u 'M1x "I ,11011 ANY OTHER AGENT RE70ME rrCDZ79XMN OF it M1ff WITH A CO I •O ' I rn I ,.' I ra RANS THE •,., PLANS AND W OR AI l:h WELL BE AVANNE AT USE MIDEASTSTE WHENEVER OR •r n IY n I'I- I m r I '1. rm' .. ]a] n La�114 ♦r. •., I nur;i v"� r 4 1 Lirm 'rr ! � I'i r m I a til I I' 1 i' ll Y��r�iill UNLESS ALITHWEED ON 7HE PERMIT BY THE DIRECTOR( OF INSINEERM SERVICE F THE CITYS iYr '1 a• I I rI n' WHOSEOREF CAN BE DOMPECOM AT I I YI ' ] I'] 1. ENGINEERING urnSERVICES AWE 1 I I' I DIRECTOR WORK I FLAGMAN. VIA AF MOE TO HIT SAISIACTINENGINEERING `O r A REPRESENTATIVE 11 1'] rJW,4!I -1 GVM N74 AT L92T 2'JIF 11LI it ACCORDING TO CRY SPECIFICATIONS NON-IRREANG HUM METAL PLATE ARE REQUIRED TO NAIVE COLO ASK ASPNALT AVINS ON ALL (4) IIIIES AND MUST BE Miffir']]' TO THE CTTYS SIAMEARD DRAW TEAM NOT MORE THIN HALF OF THE OW OF A IPAVELED ROADWAY 91411 BE DISTURBED AT ONE TIME AND W . r.. .,.. r. 1 1� � r ,•. In II 'i i x all 1 ITN I REMAMAT INDTHa' EVEN 70 TEAM BY BROGINGOR . MOM IAIV PARIII TO RE ROADANY SHIRL BE RACED AT LE49 FIVE (5) FEET FROMEDGE OF THE ENGINEERING SERVICE M SPELUAVEST PORTION 7 ANY PrPRX 01? OTHER JACLITY Sr BE WALLED NOT LESS THAN THAN III JMSAES BEEN THE ROADWAY STORAGE 2% WERE SMUT MENTIONS AND STATE DEPARTMENT OF HEALTH OWES REMATEM AILLOW ALL ] 1 it ,' \ I ]I I' r' 1 i M1i ]ru r]' Mi.r I' r 1 1 m 'u •'x I. �` ]I •i hx\ i1 Y 1 '] Y'I'O 'I it '1 I I it ] Ji' li . wF:.•Y Il: ,.i�1 :.u. GENERAL NOTES CONTINUED... 27. TEMPORARY PATCHING OF TRENCH 6 REOUIREO ON LATERAL CUTS IN SYURFACED STREETS MNVAIRY AFTER SACTORNG AFTER COMPLETION OF THE REFILLING AND COINCIPG OF THE 84MU MRRW IN THE EXGYATI M; ALL AS S'EOFIFD N THE STANDARD VIEWERS N70 SBD7 MHR 30 1995, AND THE REIDVA OF OBSTRUCLGN(9), TIE PRMUEE SHALL PROMPTLY REPLACE MTH IENPoPoIRY OR PERMANENT PARYING ,MORAL, OR ROM ANY PORTION OF THE HIGHWAY SRFACE RENOAED OR LAWAGM BY THE EXAMINE OBSIRM.TIOII, OR CONSTRUCTION OPFATDR'SG All TO THE SSTSFACRMI OF THE DIRECTOR OF ENG EERMS SERVICES, ANG AS SPECIFIED ELSEWHERE HERBAL'. THE DIRECTOR OF ENGINEERRG SERVICE MIT, AT 105 WEI ELECT TO W THE SRFACNG OR REPINING HIMSELF,IN SUCH CASE THE PERMEEEF SHILL. BEAR THE COST OF SUCH MARK T]ARNARY PATCHING MATERAL MAY DE LEFT N PIECE FOR UP 70 30 DAIS; BUT MUST BE CLWIIRWIY MANVEAM 26 WERE THE PAYMENT, EXCEPT PORTANO CONCRETE CEMENT RAVBAENR OR OTHER TFE OF SERFAGE HIS BEN REMOVED BY OT ER5, THE PDMRTEE SALL REPLACE IT WIN A STANDARD REPAIR OF FINER (4) MINES AC OVER APPROVED MCKFNL OR RERMR SEEM SHALL BE ONE (1) #0 AC GREATER THAN EXISTING STRUCTURAL SECTION, MAGNEVER IS GREATER REFER TO THE MOST CURRENT STANARD DRAWING REPAIRS TO PCC PAVEMENT SMALL BE MADE PVRSLEW TO THE SPECIFICATIONS OF THE ASSIGNED DIGMETRMG NSPECWR. 0 R, AFTER TN RUALING DE AN EXCAVATION, WE FRRI BASS OR REFUSES TO REVB'ACE OR REPAIR TART PORTION OF TIE SURFACE OF THE RODANY DAMAGED BY NEW, OR M THE DIRECTOR OF DWAEERNIC SERVICES NI aECEED 70 DO SUCH REURIACM OR R90M BlE DIRECTOR OF ENGINEERING SERVICES 91111 CAUSE THE RERAN TO OCCUR AM THE PEMIUEE SNA L BE CHARGED WIN THE COST THEREOF COMPUTED BY THE DRECRRP OF EAMERRIG SEANCE. 30.. MEN SWIM IS REQUIRED, AN EN AE90 DETNL DRIMNG TALL RE REQUIRED FOR APPROVAL M THE DIRECTOR OF ENGINEERING SERVICE. ALL 09A REMATIONS 91411 BE NET. 31. &I ONC70K BORE SYWL BE SUBECT TO APPROVAL OF RE AOW N THE FREE BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS TIE DIAY AUIIDMZED AGENT OF THE DIRECTOR OF ENCNERNC SERVOS. A TWRMW EXAMINATION OF THE SUB9I0-ACE C ADMONS IS A PREREQUISITE THE APPllGWT STALL DENIIFY THE BORE VIEW ON THE PERMIT APPUCAWN EITHER AS AUGER, {EIDER BORAWD BIG, AND STOW RE WE PIES DRAMAS AND NTRMEDI BORE PTS MAY BE RE'WRED. 3Z ALL SUBSURFACE UNITE SHALL BE ACCURATELY SDMN ON RE APRXANT'S 9TE PLAN FOR BASTE EXOAMTONS IN EXCESS OF 250 LANFAR FEET, TRAVERSING SYNWZE71 INTRSECTDN$ CROSSNG INERCOMkCT TARES OR OTHERMSE *NYE THE DIRECTOR OF EGPIEDEM SEANCES HAS A SPECIAL COK'ERN. 33 PAVEMENT CUT N STREETS REHAKTUD OR NEWLY CONSIRIICIED WIM RE PAST TWO YEARS SAL BE CATEGORICALLY DENIED. OWNER SHEA HOMES LWITED PARTNERSHIP 9990 ME4 REM ROAD SAN LAW CA 92121 A.P.N.: 256-122-45, -46, -I i9, & -53 LEGAL DF,SCRIPTION OVID nu r]^Imo SHEA HOMES LIMITED PARTh&RSHTP 9990 MESA REM ROAD BAN DIEGO, CA 92121 710 / 712 CLARK AVENUE ENCMRAS CA, 92024 PARCEL 1: (API: 256-122-46-W) LOT 9 W BLOC( i OF AM04W APES, AN Tiff CAIMY OF SW OM SIDE OF CALIFORNIA. ADDEMING TO MAP THEREOF W. 1791, FREED IN TH I AFIRE OF THE CWMY RECORDER OF BAN DIE) COUNTY. APRL 29. 1924, PARCEL 2: (AW 256-122-5JUM) LOT 10 W B.= i O AVOCADO ACRES, N ONE COUNTY OF SAN MO. STATE OF CVWORMA, AM MIIC TO MAP THEREOF W. 1791, FLED N THE WAGE OF ONE CONNIY RECORDER OF SW BEAN CWAEY• ARIL 29, 1924 DXEPIING THEREFROM THAT POWER OF SAD LAND DESCRIBED N GRANT DEED RECORDED .WMWI. 15, 1963 AS NSIRUMENT NO.. 8289 OF OFIAAL RECORDS,' TOGETHER TOW. RAT FORTRAN OF LOT 21, N BLOCS 1 OF AOCAW ACRES N INE COUNT' OF SW DEW, STATE OF CWFORNA, ACCORDING TO MAP THEREOF NO. 1791, FBFD N 7W OFFICE OF THE COUNTY BMW OF SAN DIEW CATTY, APRK. 29, 1924, LING EASTERLY OF THE FOLLOWING DESCRIBED COURSE (J): DECNNNO AT THE NRT EAST OWAR OF LOT 25 N SAD BLOCK 1 OF AVOCADO ACRE$ SAD NWRTRAST CORNER SOM AT COMMIES Y=326.617.78 FEET AND X=1.681,670.67 FEET' MILE ALONG THE FOUDIM STORMWA TER POLL UTION CONTROL BMP NOTES MAK EKED MAI (1) A M THE NORTHERLY LEE OF SAID LED 25, NORTH 0 DEGREES Z8' AV WET, RELATIVE TO CONSTRUCTIONAL 7-VITIES 207.47 FEET,' (2) IFAMNG SAID NONMRLY ONE NORTH 16 DEGREES 301 NEST, 155.46 FEET,' (3) ADM 10 VERSES 18' 42" WEST, 61 FEET TO A POINT OWN BARS NORTH 76 DEGREES 2/' 00, FAST. 150.00 FEET CONCRETE WASHOUT FROM THE ENGINEERS STATION "A' I&B+0O PAT., ROAD 11-SO-A, OF NE DEPARTMENT OF PUBIC IMRKS' CONTRACTOR SHALL ESTABISH AND USE AN ADEQUATELY SIhD CONCRETE SURVEY OF 19% BETWEEN WASTES AND ROUTE 76 WASWU! AREA TO CONTAIN WlS40UF WASTES ON SITE /T 6 XLEC.AL TO WISH C'OKREIE, SLATER; MORTAR STUCCO. PLASTER AND RE LANE INTO THE STOMIMTR CONVERVIE SYSTEM OR AM RELEMNG WI PARCEL 3: (APFNT 256-122-48-00 AND 256-122-49-00) CONTACTOR STALL POST A %UI DESIGNATING THE KWJT LOCA7WN LOT 11 N B.OK 1 OF AVOCADO ACTS. N THE OXAVITY OF SW DIEGOr STATE OF GNIFO W ACCORDING TO CONSRUCTIONSITEACCESS MAR NNW NO. 1791, FILED N THE OFFCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 1924. A SMARM COSIRUCTOW SUE ACCESS 914L BE PROVIDED FOR VENEYES EGRESS AND INGRESS 10 PREVENT MUM TKREFROM THAT PORTION OF SOD UMW DESCRIBED N GRANT DEED RECORDED MEANT 15, 1963 AS IRACNING Off OFF SIZE INS SAIL INCLUDE USING NATEMAL SUCH AS 3' CRUSHED ROCK /I®/OR CBERUGUED DETRIMENT NO. 8189 OF DEFKW RECORDS. SIR PNTLSIRAM FARM 4: (APE 256-122-45-00) CONSRUCRON VEXRLEB FWK:D. A AS S OIN ON CEROINTE OF COEWRICE, AS ENODNCED BY OOCUMFIT RECORDED AUGUST 2 2017 34. INS PER AT MAY BE MMEDATELY INVOKED FOR REASONS N THE BEST INTEREST OF Tff CITY, FOR VIOLATION A 9COFlC AREA RIMY FROM CU17ER5 AND STORM OPAIN SMALL. DE DESIGNATED FOR CN5/RUCITON VEIOCLE AS NSFREAST AO 2017-0749M5 OF WFN:W. RECENEI BFLNG MORE PARTICULARLY DESCRIBED AS FOLLOWS: O PERM! COIOITIONS OR FOR IXE CREATION OF A NUISANCE ALL UPON NOW GIVEN BY THE DOCTOR O PARKING, AFAREA 9EFIIELOM AND RWA ND T R M GIVAIENT INWAL. BE MI. MAJOR REMNS SHALL BE MADE THAT PORWN O- LOT 20 N BUCK i OF AIOCA00 ARE$ N THE CITY OF FRCM I COUFRY OF SAN NEW, DYLV&EAIA'G SENATE OR HIS AUTDNZED NPREFNTAINE N THE EVENT OF SUCH REWEATION. APPLICANT OFF -,SE, SORT O CMAFORA9A. ACCORDING 10 Tff NIP iTRIEOF W. UAL FILM N Rff OFfRY OF HE WUA'1Y SHALL M AIMANLY CEASE ALL OPERATIONS AND RESTORE CITY RANT -OF -WAY AS DIRECTED 6Y THE DIRECTOR RECORDER OF SW DEW LOUNIY, AI RE 29, 1924, LYNG EASTERLY OF 1HE EASTERLY LANE OF PARCEL 2 OF RNT OF SMARMING SERVICES OR MS MY AUMOW20 REPRESENTATIVE AFTER MOTKATB( CITY MAY TAKE FULL EROSIONCONTO. GRANT DfID R OOROD MMARY 1S, 1963 AS FXE W. 8289, OF OFF2'W RECORDS DESCRIBED MORE POSSESSION OF THE AREA. AIWLACANT SHIN PAY TO THE ANY ANY AND ALL COSTS MMVM 1111E EVENT EROSION CATBOL MUST BE PROWOM FOR ALL ERE ShE SURFACES, SLOPED SIRFACES ESPECIALLY SALL BE PARTICULARLY AS FALDW4 RUE CITY HAS TO R87DRE CITY PAOIEREY OR REMOVE AM DFMS INSTALLED BY THE AFFUG41 T. - - - _ BIDS FROM ITE LATE OF TSUANCE OR IN 71E EVENT THE PERMIT DECEMM SIXTY (61)) CWW DAYS AFTER COMWAVEN HAS DRAW IN SUCH EVENT IT ShREU. AMESSITY TO GRIATH A III PEW AND PAY AEOVERDAVE, FEE UPON OF WOW 51 7W EAST SPECIFIED Err PIE POW. POWD OF TRY YEAR FROM THE DATE OF FINAL INSPECTION MY ROW REETURED WORST INE FORCED 51W BE MADE AT THE DIFEACE OF ITE FERINTIEF AT BE OPTION OF X E SERMCEEI ROVER NORK MY BE PERFIRTMED By OTHER THE PIRVITTEE OR Iff CITY. 01 EROSION CONTROL 1. IN CASE EMERGENCY VORK 5 REQUIRED CONTI BRIAN SMEY AT (W) �S= 24 HOURS A DAY. 1 WORKERS FOR ].TN DE AVAILABLE AT ALL TIMESTEAM ThE TWENTY 91M ON TE EST OCTOBER I AT i ELECTIONSIT IRAPID CON J I ]'Y ALL NECESSAN IMPERIALS SNAIL BE ri13I ONTRIX AffA5M NNEN RAW IS WARNENT SEEM SHOMYON PLANS SIMU. NOTMOVED OR MODM VTHI THE APPROVALOF TIE INSWEERVAG NESPECTOR 4 THE CONTRACTOR SNALL RESTATC ALL POSEN COMML DEWCES TO WORKING 1•Ir TO THE S47ISFACWNOF 5 RE ,' SHALL WALL ADDINOWALBKOSSOENI CONOTOL.'il By Or CITY ENGINEER DUE TO IN ANCOMPIEN MINE OPERATION OR UNFORESEEN CIRCUMSEDINCES N" MAY ARISE RESTIONEARE AND ShALL TAW NBOSSARY PREENTARIS TO PREVENT TRESPASS OHIO AREAS THAT ARE (MME OR ARE POTENTIALLY Z ALL MESION CONTI MEASURES FROM PDT TIE APPROVED NPROVEMENT PLAN WELL BE ANCEWORATED NORMAL &GRAIDED ANAS AROUND THE MW PERIMETER MUST DRAW AWAY FROM THE FACE OF SDBPE AT THE avictuscH or Egeri VERDI DAY 9. ALL ROVOINENTE PROTECTIVE DEVICES SHOWN SNALL BE IN PLACE AT TIE ]D OF EACH WORKING1'*191 RE / rEM DO n AFTER EACH RAINIALL W ,r 1I I ] I 1 I I' "Ih' I� il•]I r]V 11 v rr• 1 '1�a I I IJit 1111111111111111111 2r7ft, IIIr i I "I•i' rI i']I I r l Ill II _ Iloilo NOTIFICATIONS 1. TfE EVEYETC'E AND LOCATION OF UNDERGROUND UTILITY PIPE MM STRUCTURES SHOWN ON THESE PLANS WERE OBTATIAM BY A SEARCH OF AWL48LE RECORDS TO THE BET OF OUR KNOWLEDGE THERE ME NO DUSTING MUT1ES EXCEPT AS SHOWN ON THESE PLANS; HOWEVER: ME CONTRACTOR N REWIRED TO TAKE DUE PRECAUTIONARY MEASURE 70 PROTECT ANY ENIS7ING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT 6 THE CONTRACTORS RESPONSIBILITY 70 CONTACT THE FOLLOWING OWNERS OF SAD UTILITIES OR SIRY1L'NRES PRIOR 70 ANY EXCAYATKN, FOR VERIFICATION AND LOCAWN OF UTILITIES NM NOTIFICATION OF COMWINCEMENT OF WORK: A SEWERS - CSO - (760)-W-0155 B. GAS & ELECTRIC - SDGE - 60-438-62W C. WATER - BAN DTEGNUIIO WA - 1-800-227-2600 D. TEIERI - SBC BELL - (760)-41 E CABLE TV - COX COMMuwaTIONS - (760)-BM-9609 X-2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENOWEQT'S OFFICE 46 HUM PRIOR TO BEGINNING ANY WORT( W TARS PROJECT. PHONE (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS III ON CALLS FBI? MAM70N. MORE (760)633-2770. ALL WON( PERFORMED WITHOUT BENEITT OF INSPECTION Writ. BE SUBJECT TO REJEMON AND REMOVAL ADMIMTE J COVER G I r BO Jil d' '• I. - , ,, a10 I ] h m^ "I' i1' I. LOT Y ,' E I ram] FROM NORTHEASTERLY MAKER F -0 I 1 I '1 BEING NO EELAVVOTON I GREW ALLOWED 1 E NORTHEASTERLY I.' TER I II DESCRIBED N PARCELBED RECORDED AS FILE 1 :/P' OF OFFICIAL CO'rr4 ammoammory SEES IRALL BE caysiam To mows.RANOFF ARMED THE CONSTRUCTION CONTRACM STIALL PROTECT CHAANELS ArANSF DOM USM PERMANENT AND RNPORARY OXISM CONTROL AIEAI RESENCE ALOW THE MUBIRMT FEAR (4) SLAVERED 00I Y LAW MOM SIMELL BE ] I IGROUNDI AI R ]' I I REMOVE I I' Iii' 1 PHASES RD AVOID \ '1 DECREASE DOM. (2) SOM I5016'42' REST 120.44 FEETER OF SAID LOT 20 TO THE S%7WAWDXY ! h I 11]I I I'1 1' i' I� I 1 r r, 1lj' 11 i, IIIi LI�r EDT : N■■■�i n r�TTh .� iA■■�ITiI , II; alKn' Oa/"'A.1FSF9 iT4•xi'A 1•/J'Y':": n!0 (3) NORM 8R26'49' MST 16.75 FEET RANG THE SODDENLY ENE OF SAID LOT 20 TO THE SWNFAS7ERLY CORTER OF RE WILD BEIWAR D IN PARCEL 2 OF SAID DEED; (NORM 101842' MST 12220 FEET ALONG THE EASTERY ENE OF TIE LAND DESCRIBED IN SAD DEED N POINT O BECMNING. SOILSENGINEER S CERTIFICATE 0 DEP. IW/ ADVANCED GE'DWINCAL SOLUNWS, NC 9707 VARES SHEET, SUITE 150 SAN DEGO CA 92121 (619) RATI O CAR IRSA PRINCIPALLY SAM RAT A SINNING AND STUDY OF THE DR MY D'RECMNI ON JULY 5, 2015 STUDY, WITH MY RECENMENOATEI IDRE I HAVE RENEWED THEE GRADING IS ROW FOR IRIS PROJECT HAVE o PROTEssiaH A 9 Q0 PEV . py, Im ay i ¢ N0. 2314 or or \\�?q�01 Gryrj GP, A v \` NF CNI AARRMEDD Amu. WPM ERRS TO INVERT THE N4I sANY &U�S7R SNAELL BE ' T�R.M'ED sn s wiBBE CE90 F�QUD�mY STATEMENT OF ENGINEER OF WORK FOR LEAKS QUMPSTER IRIS SAIL RUM CLOSED AT All TIME DUN%= OFIHOUT LIDS SHALL BE PEAR UNDERSIGNED ENGRffR AWQS THAT THE WORK PRFOBEO BY TIE FA'CNER SWVL AMMO MN THE MNDN STRUCTURES MN MPDMOUS' ROOFING OR COVERED WTI TARPS IN ORDER 70 AM RAW CONTACT WIRE THE ANY TAW YA70ML G90MUY ACCEPTED STANLWRDS AND PRACTICE OF THE EM'MEEFRS RMOE OR PROFESSION RE ENCWEER FURTHER AGREES THAT THE WON PERFORMED HERON S 4U DE W ACCORDANCE MN THE RUES AND MANY COVSlRY1CRON MAIWAAI5, A'CLWM SOLVENTS, WATER -BUSED PANTS, VENAME F XTS, BROKEN ASFULT REGULATIONS RFWREO BY NNE CITY OF DGWAS THE ENONER AGREE THAT MY PLANDECK OR RENEW AND CONCRETE; NDW, AND CIENTED VEGETATION CAN BE RSCAYID. NON-AXYGIABE MATERIALS MIST BE TMEN PERFUMED BY THE CITY OF FNCNITAS IN US CAPACITY AS A FIRE ENRfI FOR THE PLANES PREPARED BY DE TO AN APPROPRIATE LAADFTLL OR DISPOSED OF AS HAORM WASTE FOR AFORNNTION ON DISPOSAL OF ENGINEER 6 NOT A DFTERBNATON BY THE CITY OF ENGIRDS OF THE TECHNICAL S ITTOUla OR ADEQUACY OF HADARD01/S NAM W- CALL THE 1M7ARCOUS WASTE H7T ME TOE FREE AT (800) 714-1195. FOR INFORMATION ON THE PLANS OR DESIGN. AND IT THEREFORE ODES NOT RETEYE THE 901TEER OF RESPONSYBIITY FOR RE PLANS LANSAW AND TO ORDER OBPSERS CALL EDCO AT (760) 436-4151. OR DESIGN OF IMPROVEMENTS BASED TERM THE DEAVEER AGREES 70 MWIAVIFY AND HOLD NA ALMS THE CITY OF ENCINITAS AND TIS OFFICERS, AGE7lIS AND EMPLOYEES' FROM PROPEBY DANCE OR WALLY MARRY POLLUTANTS SHOT BE KEPT OFF DEPOSED SURFACES PLAY TART CANS AND RECaM RECEPTACLE AROUND ARM SOLELY RTOM THE MOTEWiNR ACTS RIBS, OR BMW OF THE ENGINEER AND HIS /HER AGENTS THE SITE OR EMPLOYER ACTING MIMNN RUE COOTSE AND SCOPE OF SUCH AGENCY AND EMMBM N AND ARISING BUT OF PC MAPS PERFORMED BY THE ENGINEER PORTABLE TOIETS MUST BE W OOW WORKING ORDER AND ENTITIES FREQUENTLY FOP LEWIS CONTRACTOR 9ALL MADE SECONDARY COMAMENT AND LOGAiE PORTABLE TOYETS ARMY FROM SIORMURAM' ANSE7S ON TOM= Rr fESSIt�1, SURFACES V-ZS-/7ALL CONSMAGRON BMW ��``O+Cp G LAHSWQi ROUTINELY CHECK AND CLFAN� MATERIAL THAT MBE ATERT AWAY AY NAME RATIFIED AWAY Tiff BITTER �� STORAIDRAW C LIM DATE No. 60356 PASCO COOT SNEER & ASSOC147B Exp. 12/31/16 FOR MORE NFDRIM770N ON STORENA7R POLLUTION CONTROL MEASURE AND REWIRE7ETB5 PLEASE CONTACT RISEM5 N. HIGHWAY 101, SUITE A {T ENCYNEDNNG DUA RIENT• CITY OF DEMOS AT (760) 6ST-2770. SOMA BEACH G 92075 `Pl CIVIL Pik (65W)-259-8212 BE = BOTTOM OF STAR ELEVATION BW = BOTTOM OF WALL ELEVATION IS = FINISHED SURFACE FG = FINISHED GRADE M = MOW LINE FF = FINISHED FLOOR GF = GARAGE FACE IE = DIVERT ELEVATION TO = TOP OF CRATE ELEVATION TW = TOP OF WALL ELEVATION ITEM & STD. DWG. SIDS SYMBOL SUBOM" MENOWY Own) � — CENTEMBEE OF ROAD PROPERTY UNE / RIGHT-OF-WAY INSTALL 8' SEWER MAN SUR 35 — —S — — INSTALL 8' WATER MIN WAS III Pt-02 CUSS 305 — —W— — CONSTRUCT 60' SEWER MANHOLE SERBS SM-02 #ISTALL 4' SEWER LATERAL SINEW SS-01 — — S— —0 INSTALL i' DUAL DOMESTIC 115-09, NC-17 W Q WATER SEANCE AND METER DESIRE WATER MAIN (Siff PER PLAN)-w— DOS/MG OVERHEAD UESME IXISTNG SEWER MAN (SIZE PER PLR) S EXISTING SEWER MANHOLE PROPOSED EASEMENT OZONE EASEMENT PROPOSED CONTOUR AC PAVEMENT (PER RAN) _ PERVIOUS RAVERS (PER PLAN) FEE PAVEMENT (PER RAW) Cam.... TRENCH RESURFACING SDRSO G-24A 6' PCC CURB & GUTTER SORSO G-2 6' X 22' PCC CURB LIMIT OF GRIND AND OVYRLAY OWNER'S I J.Tj Ila a • . ] r1 rr 'u•'a] 1 I' I I } ION ST. VICINITYMAP NTS BMP PROJECT STATUS U PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE SHEET INDEX SHEET 1 - TITLE PASCO LARET SUITES STORMWATER TREATMENT AND POLLUTION CONTROL FACILITIES" SHEET 2 - NOTES / DETAILS - & ASSOCIATES SHEET 3 - CLARK AVENUE RECORDED ON 12 12 77 SHEET 4 - PRIVATE ROAD aa9L North Highway • BeN9 NANMIl6 • Beach, CA 92075 SHEET 5 - PUEBLA STREET 555 NonE A2121 mL Sm A. 3011vi reran, LA zxms ph 058.259.92i3 (a 85911 p1u<vglneellug.mm ASDI #I 2011-05190I1 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT l— SDWD W16-110 ///•/ /��,'.o/ 1226-17 / o I I < tz- -Ir /N SI DATE SIGN DATE SIGN DATE GN DATE Ni UN DATE CHANGE NI DESCRIPTION I APPROVED I DATE I BENCHMARK I SCALE I AS -BUILT PAW ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS -PUBLIC WORKS DEPARTMENT I DRAWING NO. DESCRIPTION: 2.5" BRASS DISC "134VVC1'"51" O r,rlvo rnornn LOCATION: SDWK IN BE QUAD LEUCAAHORIZONTAL. NIA /-�— 9'2821 DATE: LS-/} DIBLVD RECORD FROM: ROS 18416 TYLER G LAWSON DATE 'ELEVATION'. 178.543' VERTICAL: WA R.C.E. NO.: 80356 DATUM: NAVD88 I I 1IJ 10-6-21 TVLER G LAWSON NIOR FN .INFFR EXP.' 12-31-18 APPROVED: 710 CLARK AVENUE 13054-1 APN: 256-122-45, -46, -48, -49 & -53 PLANNING CASE NO: 15-064 TMDB/DWCDP/MND SHEET 1 OF 5 PLSA 2186-03 ALL WORK SHALL BE DONE IF ACCORDANCE VIM THE STANDARD SPECIRCA77ONS FOR PUBLIC WORKS 11 THE DISTRICT REGUIRES THAT COWPAC77ON TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN VARIES CONSTRUCTION-GREENBOOK; (LATEST EDITION),- THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL RESULTS APPROVED BY THE CITY OF ENCINITAS BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING TO THE SAN DIEQUITO WATER DISTRICT OFFICE. SPECIAL PROVSIONS.- PERMEABLE PAVERS 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN ORCO AQUA-BR/C OR 200' 1. TRENCH WIDTH SHALL BE PER SORSO NO. SP-02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. APPROVED EQUAL FILL OPENINGS IN 6.0' 4.5' PER WAS III 02 & 03. PAVER UNITS WITH I 13.5' 14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 4" BASE COURSE TO 9y" AGGREGATE T 2. PIPE AND BEDDING CONDITIONS LAYER IITO }' HUSHED I PCC C&G PER 15. APPROVAL OF THIS PLAN BY SAN DIEWITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS ROCK AGGREGATE SDRSD G-2 12" GRIND AND (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3:" CRUSHED ROCK BENEATH THE PIPE TO THE ACCURACY OF, THE LOCARH OF, OR 774E EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND '- 2" BEDDING COURSE OVERLAY B V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12- MINIMUM ABOVE THE PIPE SHALL BE SAND, UTILITY, PIPE H STRUCTURE WITHIN 774E LIMITS OF THIS PROJECT. GRAVEL, HUSHED AGGREGATE, NA7IVE FREE -DRAINING GRANDULAR MATERIAL HAVING A SAND 6" SUB BASE COURSE LAYER �" TO d" EQUIVALENT OR 30 OR BETTER. 16. ALL EVS77NG FACILITIES WHICH MAY EFFECT FINAL DESIGN, LE., LINE CROSSINGS LINE PARALLEUNG, OR LAYER S ANGULAR AGGREGATE Ii -r- `i-'�TT (C)SHALLVC. E 3'N CRUSHED TOG(. WALL SWDING FROM WALPIPEBMAT BE OF PIPE HLY WHEREUM ABOVE THE PIPE INVERT HARES FEETOFPROPOSED PROPOSED WATER MANS SHALL BESHALL BE FIELD IFlSHOItN ONED ALL E IMPROVEMENT XISTING OR PLANS UTILITYCROSSINGS AND SEWER TO HUSHED ROCK �_1 III `III -�J1 ll III JJ. ARE 1% ORGREATER. CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. EXISTING EXI.t571NG CONTRACTOR SHALL ENSURE 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS SEWER SERVICE LATERALS AND STRUCTURES 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE FULL WIDTH IMPROVEMENTS CROWN PCC C&G SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS INSTALLED TO THE DISTRICT'S SA77SFAC77ON AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE ,WAS NOTE INSTALL ADDITIONAL 4' AC OVER OF ROAD TO REMAIN 07HERNISE DIRECTED BY THE CITY ENGINEER. STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -NAY Ok NO LINER OR FILTER FABRIC IS TO BE USED. PAVER CLASS U BASE AS NECESSARY OUTSIDE WATER DISTRICT ASEMEN7. REPAIR, MAINTENANCE AND ANNUAL 7ES71NG OF BACKFLOW DEVICE ARE INSTALLATION SHALL BE PER MANUFACTURER'S TO CONSTRUCT PCC C&G 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. 02. PQURID IN PLACE RESPONSIBILITY OF OWNER. RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR MANHOLE BASES SHALL BE A MUNOL EUC POUR FINISHED COMPLETE AT TIME OF POI1R. PRECAST MANHOLE REFERENCE ONLY. PAVER SEC77ON IS REQUIRED TO yp -�/� /�� 17� I ,� BASES ARE ACCEPTABLE FOR USE NTH 8-INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL 18, MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. TYPICAL r ICAL SECTION. GRIND AND OYCRLAY AND ELECTRIC VAULTS NOT TO SCALE 5. THE CONHARGETDI OF 4-INCH SEWER LATERAL PER SDRSD NO'S 55-01 AND SS-02 LATERALS Slav - PERVIOUS PAVERS TYPICAL DETAIL NOT DISCHARGE DIRECTLY INTO MANHOLE. 19. UTILITIES 7D MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. THE CONSTRUCTION OF CONCRETE CUT-OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP-07. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE 7. ALL MAINS AND LATERALS STALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED GRADE HYDRANT, METERS, VALVES VALVE BOXES ETC) THAT ARE EFFECTED BY THEIR PROJECT. NOT TO SCALE 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE ORIGINAL AS -BUILT PUNS PRIOR TO ACCEPTANCE OF WORK. GROUND HERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 9. FOR SEWER LATERAL TABLE, SEE SHEETS 3-5. 22 USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS NTH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL 10. AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. DIRECTIONS DO NOT BEND PIPE BETWEEN COUPLINGS SAW CUT INTEGRAL BELL HD OF STANDARD PIPE AND BEVEL END FOR USE NTH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN END PIPE LENGTHS V97H DEFLEC77ON e' X 12' MODIFIED fi. ALL DESIGN RANGES OF SEWER MAINS STALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19-FOOT PIPE LENGTHS NTH DEFLECTION PCC G-1 CURB PER PERVIOUS PAVERS ACCEPTANCE FOR PUBLIC USE COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH PER DETAIL THIS UTILITY EASEMENT / JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS DETAIL 1N15 SWEET SHEET DRAINAGE / FLOWAGE EASEMENT 12 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL - - - - - - - _ _ RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS 6" X 22" MODIFIED 11 THE CONTRACTOR STALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS N ADVANCE OF SPECIFICALLY AUTHORIZED THE BY THE DISTRICTS REPRESENTATIVE POO G-1 CURB PER BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE N0. 760-833-2770. DETAIL TIi15 SHEET 13. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE 14. CONTRACTOR STALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE EXCAVATION WITHIN DUS77NG CITY RIGHTS -OF -WAY. WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS � B' THICK 8" PCC C&G PER 14. ALL COPPER TUBING USED FOR AIR RELEASES NTH OFFS AND SERVICES SHALL BE PROVIDED TH DEEPENED EDGE SDRSD G-2 PL/ROW 15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEVER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE AS-BUIL7S CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-16. 16. CONTRACTOR SHALL FURNISH AND INSTAL1L,, PER SDRSD SP-01, THE APPROPRIATE BURIED UTILITY WARNING 15. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE AND IDENTFICATIN TAPE ABOVE ALL PUTBIJC SEN£R LINES AND PORTIONS OF SEWER LATERALS LOCATED SHALL BE DISCONNECTED AT THE CORPORATION STOP. SHALL HAVE THE CORPORATION STOP REMOVED AND a WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SOWD INSPECTOR. 17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE - EXISTING e' PVC SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. TRANSITION 1S WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REWIRED PRIOR TO CONNECTION TO THE COUPLING WATER MAIN PER P SANITARY SEWER SYSTEM. SDWD 1992-17-WO 8.0' i 19. ALL NEW SEWER CK MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF 8" PVC GENERAL UTILITY EASEMENT TRENCHTRENCHNG RESURFACING. FILL AND CONTRACTED TOR SIALLGRADING PROVIDEPRIOR FOR TELEMSON INSPECTION. (SESEE, PAVEMENT0-11.1 PERMANENT 2" BLOW OFF ASSEMBLFLXPOY V BATUFL�O GV R MAIN 1 5, g 5 I PARKING TYPICAL DETAIL s PUBLIC PARKING EASEMENT PER WAS WB-06 '�' 1' 2' NOT TO SCALE 20. SEWER MANHOLE LINING PERVIOUS PAVERS (A) NEW MANHOLES WITH 8-1W DIAMETER SEVER MAINS THE INSIDE OF THE SEVER MANHOLES SHALL BE 80 PVC WATER PER DETAIL T 8'E W1 THRUST THIS SHEET 10.13' COATED NTH MA AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 5MAINS OF THE INSIDE T yF TEE W/ THRUST 83% 1 8.3% (B) NEW MANHOLES NITi 12" DIAMETER AND GREATER SEWER MAINS THE INSIDE OF THE SEVER �- MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500-25 OF THE BLOCK (16.1 SF MIN) , GREENBOOK. PER WI'-01 16 PUNTING HOUND (C) EXISTING MANHOLES ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND z ++ 74� COVER TO BE FOOTHILL6" X 22" MODIFIED REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE DUS77NG LINING FOR THAT � 8" FL%FL GV AC OVER SEDGE PER LANDSCAPE PCC G-1 CURB PER MANHOLE: FOR MANHOLES V77ECUT ANY EXISTING LINING THE INSIDE - 774E TONER MANHOLES SHALL BE - ' CLASS 11 AB PLANCOATED W7 R AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500-2.7 OF THE ERED ON A EXISTING 8' E 6" THICKN 2• 2• DETAIL THIS SHEET EXCEPTIONS SE VARIATIONS E THESE MANHOGINEERLE LINING FEWIREMENTS MAY BE CONSIDERED ON A SPECIFIC LEVEL URFACE PERVIOUS PAVERS CASE -BY -CASE BASS BY THE CITY E PERMIT. TO BE REMOVED DEEPENED EDGE RIPCC - 1 [VARIESO, v PER DETAIL THIS 21. NO ADDITIONAL LITERALS SHALL BE PERMITTED EMBUR PAYING SEWER CAPACITY FEES PROCESSING A IES CONSTRUCTION HANGS, AND COVERS SHALL THE SEWER REIMBURSEMENT DISTRICT, IF CRATED. mCOUPLING EXISTING 8 * PVC 0 5 1' 1 �.� SHEET - W -- --- RIBBON R 22 MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY TER CAST-IRON TYPE WITH A TYPICAL SECTION RIBBON GUTTER 36-INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24-INH DIAMETER NTH LETTERING "CITY OF WATER WAIN PER _ ENCINITAS" AND SEWER' SIMILAR TO WHAT IS INDICATED ON SDRSD M-1. SDWD 1992 i7-WO NOT TO SCALE--- -T� ,,'',aII-�/�/��-- SAN DIEGU170WATER DISTRICTNOTES: WATER MAIN CONNECTION DETAILy, � 12" MIN. NOT TO SCALE L' SECTION A -A +SEENNOTE BELOLW 1. WATER MAINS LITERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD REFER TO PLANTING PLAN SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHEETS 9-11 OF 73054-G AND NOT TO SCALE STALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE AR AFTER THE DATE OR SEPARATE LANDSCAPE PLAN FOR ACCEPTANCE. LM IN THE BMP LANDSCAPED AREARp DRAINAGE EASEMENT N PARKING PER 2' MAR ASSEMBLY WAGE EASEMENT DETAIL THIS SHEET LOAN" SOIL SOIL" LAYER SHALL BE MINIMUM 1CO DEEP "SANDY 2.174E CONTRACTOR STALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS 1N ADVANCE OF END CAP AND THRUST PER WAS WA-07 - ��q - - - - LOAM" SqL MIX W97H NO MORE THAT 5% CLAY CONTENT. TINE MIN BEGINNING WORK TO ARRANGE FOR INSPECTION (7F PROJECT. THE CONTRACTOR SIHALL GIVE 24 HOURS �" BLOCK (4.5 SF MIN) - K"1W= SHALL CONTAIN 50-60X SAND, 20-30X COMPOST OR HARDWOOD NOTICE ON CALLS FOR INSPECTION. PHONE (760j 633-2709. ALL WORK PREFORMED WITHOUT BENEFIT PH WT-01 NIA\ `mi''j� NULH, AND 20-30X TOPSOIL. QF INSPECTION WILL BE SUBJECT TO REECTON ANuD REMOVAL an _W__o1174E CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE -CONSTRUCTION CONFERENCE WITH F----i 1n THE SAN D/EGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER 2' MIN PROPOSED 4" PVC IMPROVEMENTS PHONE: (760) 633-2709. A + / WATER MAIN 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. WATER MAIN END CAP DETAIL d VARIES 2 I .Y J Q 1' 0.5' 6" PCC C&G gpFE55/ S. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON 774E WATER MAIN PROFILE, TOP OF PIPE PROFILE /S 17 NOT TO SCALE • FG > FL BEYOND 65 REa G L4/gT .07 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. J h�?1JV y1% &ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS a IT (TIP) y z 16 - _ Na. 80356 n 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR AH RESIDENTIAL LOT. 'T �I _ - r Eap, 12/31/18 A : GUTTER LINE III_ B.CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL � III _ p T Sr CIVIL --- TRENCH WORK. 22' 6• I I I' COBBLE OR 9.INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE 1 ��.y- RIVER ROCK O` CALV OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. -I TYPICAL I-IVAL BMP LANDSCAPED AREA FINISH GRADE 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. PER PLAN PASCO LARET SUITER 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY MODIFIED PCC G-1 CURB NOT TO SCALE SECTION B-B & ASSOCIATES EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. DML M1DINMM+ LAND PLANNIND+LAND e1191INIxD NOT TO SCALE 535 Norta HI(hxq 101, Ste A. Solent Naech. CA 92075 NOT TO SCALE 5n 858.239.e212 I a e5ea594812 I p15•wslDeeNDe.00m CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS-BUILTAWN omm ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 AS-BUILTS 10-6-21 PLANS PREPARED UNDER SUPERVISION OF RECO MENDS e APPROVED: IMPROVEMENT PLAN FOR: ELEVATION 1M: R0' WA /zL DATE G 710 CLARK AVENUE 13054-I -- RECORD FROM R05 16418 IYLER G LAWSON GATE R C.E. NO.: 80356 B N NOWAK LWR15T0 F MAG9D5 API: 256-122-45, -46, -48, -09 & -53 LOCATION SDWK IN BE QUAD LEUCADIA BLVD HORIZONTAL 1•-20' 9/28 VERTICAL: DATUM:NAVD88 i- -I TYLERGLAWSON EXP.: 12-31-18 DAT -/ / DAT�tE ZA�Ol� PLANNINGCASENO:15-084TMDB/DR/CDP/MND SHEET 2 OF 5 PLSA 2186,03 c� <�4 O§m N'4'm mQ- ww F?� �yry w�W 5�m pp N Uim a `via q 1v I—� TC=171.95 MATCH EXISTING FL=17f.45 j,�( IMPROVEMER7$ 'la 7 17r1.95. CONTRACTOR TO `20.OI ' REPAIR DAMAGEDCURB TO I Eµ�/ SATISFACTION OF� I it FIX: LY I1RR 6" CITY INSPECTOR I ) I(t TC=170.93 I FS=1 0.r40 FL=170.43 j SO' I1 I il (FG/=17O: §) Imo, IN5TALLI�NEW 60 I I INSTALL HE CL RAMP PER 5 G-29 TYPE c I I I �,Fs=167ss } ' (FG=16&20)� i _147 C ro=loaw p\ ! ,E)OS➢4 POWER /POLE TO REMAIN _ DETAIL — PEDESTRIAN RAMP NE CORNER OF CLARK AVE AND PUEBLA ST SCALE 1- = 10' SEHM ATillTAd!E LOT tp STA BON IE a MAIN IE o PL DROP MAIN O LENGTH SLOPE FG a PL DEPTH PAD EL 1 PVT RD 13+18.32 165.79' 167.42' 1.20' 1 21.4' 12. DX 178.2' 10.8' 178.0 2 PVT RD 12+30-8 161.20' 162.88' 1.20' 24.2' ZOX /76.1' 13.2' 1750 3 PVT RD 11+60.42 157.50' 159.23, f.20' 26.5' ZOX 1712' 14.0' 174.0 Q PLBIC 87QW a2A l2ATA TABLE LINE LENGTH BEARING REMARKS 1 2.54' N 84-41112- W 18" RCP CL III (1350-D) 2 4589, N 051848" E IS- RCP CL III (1350-D) 3 1800' N 84'402' W 18" RCP CL 111 (1350-D) 4 SELBY N 0518'48" E 19" RCP CL III (1350-D) Q CLAW ANNE- C9J19i11EDATA TAKE LINE LENGTH CHORD/BEAR/NG RADIUS DELTA 1 381.63' N 0518'4B" ❑ CUB DATA TABLE LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS U CC jam, N 0518`48" E - - 6' PCC G-2 CURB & GUTTER 12 6.50, N 84041*12" W - - 6- X 22" MODIFIED G-1 CURB 13 25.00' N 05111 E - - 6- X 22" MODIFIED G-1 CURB L4 6.50, N 844112- W - - 6- X 22" MODIFIED G-1 CURB L5 a64' N 051B'46" E - - 6" PCC G-2 CURB & GUTTER LB 6.50' N 84'4112" W - - 60 X 22' MODIFIED G-1 CURB U 25.00' N 051848' E - - 6" X 220 MODIFIED G-1 CURB W &50' N 84'4112- W - - 60 X 22" MODIFIED G-1 CURB U 2874' N 051848" E - - 6- PCC G-2 CURB & GUTTER T 6.50' N 84041'12" W - - 8- X 22" MODIFIED G-1 CURB Le 25.00' N 0518'48" E - - 60 X 220 MODIFIED G-1 CURB 6.50, N 84'4112" W - - 80 X 22" MODIFIED G-i CURB 1 45.59' N 0518'48" E - - 6" PCC G-2 CURB & GUTTER I 6.50, N 84'41'12" W - 6' X 22" MODIFIED G-1 CURB I 25.00' N 0518'48" E - - 6" X 22" MODIFIED G-1 CURB 1 6.50, N 84'41'12" W - - 6X 22' MODIFIED G-1 CURB I 54.55' N 0518'48" E - - 6" PCC G-2 CURB & GUTTER O 29.73' - 20 LF = 8510$0 G-12 PCC CROSS GUTTER Ct 18.28' 20 LF = 5222'44 G-12 PCC CROSS GUTTER i NOTE: ALL TRENCHES TO BE BACKFILLED & RESURFACED PER CITY OF ENCINITAS UTILITY TRENCH BACKFILL AND RESURFACING STANDARD DRAWING N uN LOT4 n Ov9 W •- �n ann .-. � u y LOT �42 �C� y LOT2 Ill i 3 4 8 ,. 3234 TO REMAIN ` STING IN +,T0.__ ...d!)IES_ TO REMAIN APN 2N 256-242�40 2 I- a- I-mgP. J Ina �ti�n j n j ,d I I II OYbllW na.� QGf ��N OO u I Cb - x^� ,e¢^ oYn yl^ Oyn] z F <w zw� ,1 vN ZEC2 z TI It zzu o n ec as o a�W�," 3 oaR zZ�ZZo-�� g V &'Wd'b zg o"L" ioF V' LV M tili W� O a O� 21i � W W d m r v m0 m2 zU¢ Ro j gd Opt oLi U G W J + PROPOSED TYPE B CURB +-' + Z INLET PER SORSO D-02 h y ¢ rn w z< 2 W F ly < RIM=172.1 R w yW I'2 � ��piii y yDi a FL=163.7 H aW O 8 h W PLAN VIEW CLARK AVENUE scnce HORir 1 = 20' - — STORM DRAIN + PROP. 18' RCP � I '? I I CAUTION: STORM GRAIN l SEWER CROSSING EXACT LOCATION OF WATER MAIN, FIRE HYDRANT SERVICE AND GAS xql II_ a�G/1'CTT li/7Va7a7/♦ti MAIN UNKNOWN. CONTRACTOR 70 POTHOLE PRIOR TO CONSTRUCTION. Al J NOT TO SCALE DISCREPANCIES BETWEEN PHYSICAL LOCATION AND LOCATION SHOWN EXISTING 8" wp x_ a WA ' EXISTING CURB; • ` GUTTER SIDEWALK -- x TO REMA HEREON SHALL BE PROVIDED TO ENGINEER OF RECORD UPON DISCOVERY. SEWER MAIN((' CHANGE NO. 1 DESCRIPTION AS-BUILTS APPROVED DATE BENCHMARK DESCRIPTION: 2.5"BRASS DISC ADZE CADIA L LOCATION: SOWN IN SE QUAD LEUCADIA BLVD RECORD FROM: ROS 18416 ELEVATION. 178_543• DATUM. NAVD88 SCALE HORIZONTAL' 1"=20' VERTICAL 1"=10' AS-BUILTDIAN i 9/28/21 ENGINEERING DIVISION APPROVALS RECO MENDED: APPROVED: - , PLANS PREPARED UNDER SUPERVISION OF DATE :w il ?� R.C.E. NO.: 80356 5 TYLER G LAWSON EXP.: 12-31-18 " ---- - TYLER G LAWSON DATE S NO AK CHRISTD HER HA&OOI �� & 10- - ER S iT� DATE U77UTIES ARE KNOWN TO EXIST IN THE AREA. INFORMA7ION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR 70 FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PUN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. EASEMENT NOTES: ❑2 PROPOSED PUBLIC PARKING EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP O OF EN NT PER GN ERMAP UTILITY EASEMENT 70 THE CITY ® PROPOSED PUBLIC DRAINAGE/A.OWAGE EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP PROPOSED © TO THE SANE DIEGUITO WATER DISTRICT PER FIN MAMENT FOR WATER LINES AND PNANCES 11 PROPOSED PUBLIC PEDESTRIAN ACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP CONSTRUCTIONNOTES: 0 INSTALL 40 PVC SEWER LATERAL PER SDRSD SS-01 (1) INSTALL 1- DUAL DOMESTICARE WATER SERVICE AND METER PER WAS WS-09, WC-17 03 INSTALL TYPE A-4 STORM DRAIN CLEANOU7 PER SDRSD D-09 ® INSTALL TYPE A-6 STORM DRAIN CLEANOUT PER SORSD D-09 O INSTALL 6" X 22' PCC CURB © INSTALL 6" PCC CURB & GUTTER PER SORSD G-2 OPENINGS AS IDENBFlED Q7 INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 QB EXISTING PEDESTRIAN RAMP TO REMAIN O9 INSTALL TYPE B CURB INLET PER SDRSD D-02: Y=4. L=9' 10 INSTALL PCC CROSS GUTTER PER SDRSD G-12 Q 11 INSTALL BMP LANDSCAPE PER DETAIL SHEET 2 1 B' IC 20' 'C 20' R/W GENERAL UTILITY EASEMENT 0.5' 13.5' 6' 4.5' I`- N EX/STING CURB O 'oy WATER METER '- LOCATION (TYR) 2X-3X AND GUTTER I- Q TIP VARIES TO REMAIN n INSTALL 6" PCC CURB PERAD GU SDRSDy O WC-y o _I a JOINT R TRENCH I - --I PERR SDRSD M-15- z 2" GRIND AND OVERLAY I. EXISTING B" VC pF h m�s 2� EXISTING PAVEMENT SEWER MAIN PER EXISTING 1-1112" EXISTING 8" PVC DWG NO. E-33 HP GAS MAIN WATER MAIN PER INSTALL 18" RCP CROWN OF ROAD WO 1922-17 STORM DRAIN w T b CLARK AVENUE — TYPICAL SECTION NOT TO SCALE b - 20.0' � 13.5' ; 6.0' PCC C&G PER II- SDRSD G 2 I 2' GRIND AND �.._ . y _.. (• I OVERLAY L. =IT i_ m _ Q CONTRACTOR SHALL ENSURE CROWNG 1 EXISTING O FULL WIDTH IMPROVEMENTS OF ROAD PCC C&G INSTALL ADDITIONAL 4" AC OVER TO REMAIN w < a m n ar ti z w CLASS 11 BASE AS NECESSARY r mm Wzz GRIND ANDT OVER — TYPICAL DETAIL y sg oz 0 NOT TO SCALE RRpfESS/t2,a + 3�m rv0 6a G LA-'W( w w h F �tJVOy 5 y ry ti m No. 60356 m r o m Exp. 12/31/18 w {r st 3 x `Ii CIVII �1' O z m 9)F OF CAU� m � m ana GRAPHIC SCALE 1"=20' PASS T SUCIATES TER CICIL CNBINMIN9 ♦ WIB BIANNING ♦ LAm WNSh9INa 535 Narth NlBhmy III, SIC A. Sol"a Beech, CA 92075 20 0 20 40 BO ph 858.R9.8212I Ix 1158.259.48121 pleengleeminS.cm CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. APROVEMENT PLAN FOR: 710 CLARK AVENUE 13054-1 APN: 256-122-45, -46, -485 -49 & -53 'LANNING CASE NO: 15-064 TMD&DRICDPIMND SHEET OF PLSA 2186-03 f PA STA91+00.00 FROM STAI 1+49.9 TO g+40.81, STA 2+99.06 TO 2+40.81, j -. PVI ELE%tMA6 2+99 OR T+aS 27• s.TC_ 6"_17ARR4Z7-BIQfT - M El FV +l'Q365--_- - i LVC 40.0 IL I!- STAyJ+49.90- T013+31.2Z T� 6' CURB 12,ELEV + 0.1�' O� Nb '''"""'''111''' rr -�-- ¢-. -- h APPGRADE-0'�H2 }-.1 EXISTINRO G TERLINE I � y I m TOP OF EY' CLASS Vl 30.5 WATER MAIN! ��I Lu -- --- --__ - 4 _- •.A 70P LF 4 CLASS T- 305 PV(` WATER MAIN I 1 mm 82fi IJ ti L hI ( t EC-8 PVC. VERT. �•' by Y'"C�S n �� n. tT Tss �, ��; •ate ;s „s$�'r� N B IIIIy� L•'• „• ,1, r ,..dI,1,1 r• 7riy�) I ,• r••Ivi1v II ,v � r , ,F.�.,� . r€tr•',y%•iyy saa a 'a � 1 P8 11,1.I I:r�11 &�well •A',� � NI NrI �G... �" {e- III Ili ,ry,1rllg YB i S , PLAN VIEW ADELAIDE CIRCLE SCALE: HORIZ 1"=20' 75 NOTE: AN "S" OR "We SHALL BE MARKED ON CURB FACE TO DENOTE WATER SERVICE AND SEWER LATERAL LOCATIONS. TA 2+45-00• MATCNLINE LEFT 9 SEE,,, LOr6 � 5 - 1141AHOILEDATA TABLE ANHOLE ID NUMBER PIPE LENCTH (FEET) PIPE DIAL (INCHES) PIPE MATERIAL SLOPE $ MH RIM EL FEE ( T) UP MH IN FEE T DOWN M INVERT F M DEPTH FEE NO. OF LANES THROUGH MH UPS DOWN UP DOWN M W OUT /N IN OUT UP DOWN UPS DOWN Al 70 j2 200.22 1 8 PVC SDR-351 3.5X 17027 164.70 - 7620 155d0 15520 '- 9.3 9.6 / 2 i2 ITO 1 125 1 /88.42 1 8 PVC SDR-35 21T 1 164,70 1 164.20 1 155.10 1 15520 1 1512 1 157.1 1 9.6 1 131 1 2 4 CHANGE w - -I- PRoI'rosED 18' � i13054-0 iIA� VERT- PVI STA: LOT4 y WW nm LOTE PLAN VIEW ADELAIDE CIRCLE SCALE: HMZ' 1 "=20' ai 22 W Wluu =u5 N aQaH Q� n SENN LAnR4L TABLE LOT fp STA710M IE O MAIN IE O PL OP TO LENGTH SLOPE FIG® PL DEPDEPTHP PAD EL 4 PVT RD 3+87.04 152.54' 153.99, 1.20' 125' 20S 166.5, 1250, 166.0 5 PVT RD 3+3S91 15364' 155.09, 1.20' 12.5' 2.OS 164.1, 9.00, 165.5 6 PVT RD 1+54.95 159.19' 160.70' 1.20' 15.5, 20X 16B.5' Z80' 7705 7 PVT RD 0+98.20 161.24' 163.32' 1.20' 44.0, 2.OR 1717' 7.36' 174.0 8 PVT RD 0+8320 161.79' 16,145' 1.20' 232' 2.OR 170.4' &TV 172.5 9 PVT RD 0+9320 161.43' 763.29' 1.20, 32.9' 2.0% 169.4' 6.11, 171.0 10 PVT RD 1+2C94 160.28' 161.95, 1.20' 2M6' 2.Ox 169.5, 7.55' 170.0 11 PVT RD 2+02.43 157.48' 158.87' 1.20' 9.5' 2.OX 16Z5- &63' 1681 12 IPVT RD 2+40.26 156.11' 1 157.50' 1.20 1 9:5' 2.OX 166.5' 1 9.00' 1 16ZO 13 1 PVT RD 2+74.35 154.97' 1 156.52' 1 1.20-/Z4' I ZO% 164.5' 1 Z98' 1 165.0 CUL-DE-SAC fTA 1+00 TRERFSEBM-T2S j COL -OE -SAC STA 3+277 Yrt-- _..--- -- ---- CURB AND GUTTER I PROFILE VIEW CUL-DE-SAC SCALE. HORIZ. 1"-29' VERT 1 "-5' UTILITY CONSTR UCTION NOTES: EASEMENT NOTES: (a) INSTALL 4" SEWER LATERAL PER SDRSO SS-01 Qj PROPOSED PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PER FINAL MAP O NSTALL 1" DUAL DOAIES71CIME WATER SERVICE AND MEIER PER WS-09, WC-17 3� PROPOSED PUBLIC GENERAL U771JTY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP Q INSTALL 2" SO VALVE ASSMEBLY AND END CAP PER WAS 10-06 ❑8 PROPOSED EASEMENT FOR WATER ONES AND ® INSTALL DE SEWER MANHOLE PER SDRSD SM-OT W1H CITY APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT APPROVED EPDXY LINER PER FINAL MAP O5 INSTALL T ff 8 CURB INLET PER SDRSO D-02 11 PROPOSED PUBLIC PEDESTRIAN ACCESS EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP © EXISIMG SEWER MANHOLE TO BE EPDXY LINED WIN CITY APPROVED EPDXY LINER AND SPARK TESTED IN ACCORDANCE 12 PROPOSED MAILBOX EASEMENT FOR MAIL DELIVERY WTH GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS PURPOSES FOR THE BENEFIT OF LOTS 1-13 PER FINAL CONSTRUCTION MAP PROFILE VIEW KNUCKLE SCALE: HORIZ I"=20' VERT. 1" 5' SAN D/EGUITO WATER DISTRICT EASEMENT 8' GENERAL UDUTY 1111 1125 GENERAL UTILITY EASEMENT 5' 12' 12• EASEMENT 0.5' -� 2x zz WATERLOCATION METER WATER METER f III.. III - _ INSTALL 6" PCC LOCA RON (TYP.) �i-� - CURB 8; GUTTER 4" DG WALKWAY Ul zi III - PER SDRSD G-2 INSTALL JOINT INSTALL 6" PCC III ( UTILITY TRENCH CURB &GUTTER �� - P-2 PER SORSD M-15 ER SDRSD G INSTALL 8' PVC INSTALL MIN 4" AC OVER WATER MAIN INSTALL 8" PVC 6' CLASS 11 BASE OR SEWER MAIN PER SOILS ENGINEER RECOMMENDATION TYPICAL SECTION: ADELAIDE CIRCLE SCALE: NO SCALE „PRl 0 PLHUC WATERDATA TABLE LINE LENGTH CHORDIVEARING COMMENTS 23' 41 N 101918' W 4' PVC CLASS 305 2 g31 159.32' N f019'18" W 8' PVC CLASS 305 167.02' N 8930'42" W 8- PVC CLASS 305 Q PLINK DATA TAALE LINE LENGTH CHORD/BEARING COMMENTS 1 20022' N /019'18" W 8" PVC SOR-35 2 188.42' N 8970'42" W 8" PVC SDR-35 DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS 10-6-21 DESCRIPTION25" BRASS DISC1" : ' LOCATION: SDWK IN SE QUAD LEUCADICSEUCADIA BLVD RECORD FROM: ROS 18416 ELEVATION''17854_3' DATUM. NAVD88 HORIZONTAL. 1"20' VERTICAL: 1" =5' i 9/28/21 PLANS PREPARED UNDER SUPERVISION OF DATE :Y LS'(i //f�- R.C.E. NO. 80356 /�,J./� TyLEN G LAWSON EXP.: 12-31-18 RECO MENDE APPROVED: ` /,'• ST EN NOWAK CWVS N/HLIL WA4 91Wh DATE PATE TYLER G LAWSON DATE 10-6-21 U71UTIES ARE KNOWN TO ENST M THE AREA WFORMA71ON =' z SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HMZONTAL AND VERTICAL LOCATION OF EXISTING ENp. 12/31/18 a unuDES UWONOWL CONTRACTOR TO FIELD VIIBFY LOCATION '(T OF EXISTING UW7IES PRIOR TO ORDERING MATERIALS AND J}4 CIVIL ! CONSMW7709 CONTRACTOR SHALL M077FY ENGNEER OF WORK TFOF CALIF OF ANY DISCREPANCIES BETWEEN ACTUAL LOCUTION AND PLAN LOCATION OF UTILIRES UPON DISCOVERY OF DISCREPANCY. PASCO LARET SUITER GRAPHIC SCALE 1"=20' & ASSOCIATES gIm MIRMIM♦u8Bn NIN +IANN BUNVEYNIS 05 Mmth Highway 104 Ste A. 6olme Be" CA 92079 20 O 20 40 6.0 ph 85B3g9.B3131 & 83g.319M331 pluengloeetleg.mm CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO ENT PLAN FOR. 710 CLARK AVENUE 13054-I APN: 256-122-45, -46, -48, -49 & -53 CASE NO: 15-064 TMDB/DRICDP/MND SHEET4 OFS PLSA 2186403 t m U U w m iQ )pm' mW am Iwo ~ LL ION om n I x ;1 ui t nw SCALE.. HORIZ 1"=10' VERT: 1 "=25' �L74STING POkI - 4fj I�- INSTALL NEW CUI RAMP PER STIR: G-29 TYPE FS=16779 DETAIL - PEDESTRIAN RAMP NW CORNER OF CLARK AVE AND PUEBLA ST SCALE.' i" = 10' h11 ' I ci1 6" PCC TYPE B-2 MEDIAN CURB & GUTTER LP=166.51 I PER SDRSD G-6 FL=16S�3Lj89. FS=165.57 4 165.63 / 6./ 1 21.8'LT o TC=166.51 FL-166.01 7.5% oO000 4 O p p FL=165J 000 Q = g FS=165.F - LP=165.41 i 4II I / F;165.3 FS=165.4 FL 185. 0 �1 SD SD -2 SCALE HORIZ 1"=20' VERT. 1 "=5' DETAIL - PEDESTRIAN RAMP NORTH SIDE OF PRIVATE ROAD SCALE: HORIZ I" = 10' DETAIL - PEDESTRIAN RAMP SOUTH SIDE OF PRIVATE ROAD SCALE: HORIZ I"am 10' CONSTRUCTIONNOTES: Q1 INSTALL 16m POD DRIVEWAY PER SDRSD G-14A Q2 INSTALL 6" PGC OM & GUTTER PER SDRSD G-2 03 INSTALL 5' MIOE 4" TICK PCC SIDEWALK PER SORSD G-7 abA,I INSTALL NEW CURI RAMP PER SDRDI G-29 TYPE 1 IIIh��IIII i 1 M-98__ FS=162.92_ DETAIL - PEDESTRIAN RAMP SOUTH SIDE OF PUEBLA STREET SCALE: HORIZ 1" = 10' _ 0 GY-A/iCAWW-CHYlHi11ED4TA TALE i g 4107E DEVELOPER SHALL BE RESPONO f ¢ FOR LANDSCAPING UNTIL VEGETATION IS FULLY LINE LENGTH CHORD/BEARING RADIUS DELTA ¢ Z M ¢ H ESTABLISHED OR SIGNED OFF BY THE CITY. - - Q W y y EXISTING PEDESTRIAN 1 95.01' N 89W'29" W ]yg O o H 6 CURB RAMP TO REMAIN (3 oaw l` EXISTING e" PVC ❑ C DATATALE I WATER MAIN PER WO LINE LENGTH CHORD/6EARM RADIUS DELTA COMMENTS s �Y ri 1922-17 TO REMAIN U - - 121.38' N 89 28 W 6' PCC G 2 CURB &GUTTER EXISTING 1-112" i -_� — - ✓ tKI'I'' p ��� �. HP GAS MAIN TO� • " f G G REMAIN 0 0 Xf PER DWG PF/VATE BRAD T TR REMAIN W A.® -A BBrffT a W - R/VN 10' 34' i6 R/W FOR PRIVATE ROAD •r I 1 IMPROVEMENTS - EXISTING 60" RCP m 5' 2014, SEE SHEET 4 S - STORM 46AIN PER DWG N0. 0027-D y N s C • TO IN b TA 9+86 67 210 3 T j�� 1 I I f7i LL31 I I � I' EXISTING i WATER SERVICE I EXISTING CURB, �� AND i" WATER METER TO BE v GUTTER, & SIDEWALK �_: _ PROTECTED IN PLACE: 1 j . - -��� ��� �I� a ��,gq S MAIN1" _,i 70 REMAIN INSTALL PCCCONTRACTOR TO RAISE TO _ ` EXISTING CURB, SIDL-WALK PER -U-GRADE AS NECESSARY - SDRSD G-7 l ( EXISTING 8" PVC GUTTER. &SIDEWALK �— TO BE REMOVED INSTALL 6" PCC _Iy WATER MAIN PER mmF CURB&GUTTER III. ,.1 WO 1922-17 67 •-• REPLACE EXISTING ND PER SORSD G 2 EXISTING 1" WATER SERVICE u5 ti PAVEMENT WITH ¢ d 3 EXISTING 60 RCP Ll EXISTING 8" VC AND �" WATER METER TO BE BRUSH AND SHRUB •� w SEWER MAIN PER pOFEGs/ �'^ o 0o STORM DRAIN PER R PROTECTED IN PLACE' i a Z 8,'_ GROUND COVER PER L . _� DWG NO. 0027-0I DWG N0. E-33 �x�o ,gyp D Lq CONTRACTOR TO RAISE TO LANDSCAPE PLAN: O1= •SEE NOTE ABOVE o z y GRADE AS NECESSARY rr¢ No. 80356 3 TYPICAL SECTION: PUEBLA STREET z Exp. 12/31/18 ? SCALE: NO SCALE I I 1 I I I I I I / i tom. I/ DETAIL - CROSS GUTTER INTERSECTION CLARK AND PUEBLA SCALE: HORIZ: 1" = 5' 1- z PLAN VIEW PUEBLA STREET SCALE HORIZ 1"-20' °10 ✓V 20 GRAPHIC SCALE D 20 1"=20' 40 60 AE q^ CpI PASCO LARET SUITER & ASSOCIATES IAND 535 North Highway ♦04SeLV1811818♦WI6,CA 921nn 535 NpetE HlBhxvp I04 She A. 9ohne Bach. CA 9]Ol5 ph 958.259.82121 It 8581N.4812 I pleeeugloeetiv8.com CHANGE NO. DESCRIPTION APPROVED Dare BENCHMARK SCALE AS-BUILTDMIN p ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS-BUILTS 10-6-21 DESCRIPTION: 2.5" BRASS DISC "134WCC51" LOCATION: SOWK IN SE QUAD LEUCADIA BLVD RECORD FROM. ROS 18416 ELEVATION: D 8_543' DATUM: NAVD88 HORIZONTAL: 1"=20• VERTICAL: 1"=5' 9/28/21 PLANS PREPARED UNDER SUPERVISION DATE: �/f _ R.C.E. TYLER G LAWSON EXP.: OF LS•O NO: 80356 12-31-18 RECOMMMMMEENND�E�D: -li1n6' S f N WAK DAT APPROVED: �'e`y��//L�Zg9LlG QHRIST ::a f M OSKII a -ad- •u"� GATE IMPROVEMENT PUN FOR: 710 CLARK AVENUE APN: 256-122-05, -06, 48, -49 & -53 PLANNING CASE NO 15-0 TMDB/DR/CDPIMND 13054-I TYLER G LAWSON DATE 10-6-21 SHEET S OF 5 REVIEWER IN E C: PLSA 2186-03