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1989-9050 R (Plans) ' I C.vOTE CowTi v!/BO FPOM eavveR R/l3H7 GENERAL IMPROVEMENT NOTES 13. PR /YA7� rPA90 /MP.PDYc�M6"NT•S JNOhIN �,� ✓° - - �., O TYPICAL I GENERAL I WATER A SYSTEEM S NOTES 1 A PERMIT SHA - CITY OF ENCINITAS 7Y������s;���E� �; / � �s HALL 8E OBTAINED FROM THE tom/ ENCINITAS DEPARTMENT REQ SUBDIVISION N LAMS 00" FOR ANY WORK WITHIN THE STREET RIGHT -OF -MAY. - - - -- DOES /VDT CONST /TOTE OR POTABLE WATER r ^' .___. -__ -- -•--_� - _ RES.�T�v6 /BIG /TY oF.9A1,V K�,VZ> FOR THE DESIGN OR CowSr,PUCT /cW i9vO SEI 2• THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY 5TAM]ARDS SPECIFIED K SH R D N THEOCIVENHA MUNfCIPAL W WAtERD15Rl T SPECMF CAR IONS FOR AND AS APPROVED BY THE CITY F-4GINEEFI R VALUE TESTS IMPROVEMENT PLANS /✓ � /MP�vE�EM� A�/OR TO COrVSTRUCT /ON Az I WATE • _ _. THE GON57RUCTION OF WATER M AN( FACILITIES,DATEC DECEMBER 1987 WITH J¢, THE CD.VTRAV;rAe .SI/A�44 RE0uE.ST f1EZ;Y`1 3 A °TRE•SE'-7t!I R0VEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF REVISIONS. CONTRACTOR SHALL HAVE A COPY OF THE 5TANUARD SPEGIFICA710I:5 ON THE THE EAR 1NEER1,V6 SERVICES ' ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. JOB SITE AT ALL TIMES. -�_ 19 PRE CoNS7'QUCT 1On/ MEETlN6 - / -- J FOR -- i �OV1X>S RTGE.VS7* 4B /�ou� 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, WITHOUT 2. NO WORK MAY BEGIN OR PROCEED DIRECTION OF DISTRICT'S INSPECTOR. Or NOT /CE ^0'e SuC/✓ .5r MEET /.vli. utiaER 6,33 -2770, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND P.YOA/E 'v INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. IS• 7 L>•VECOPEP -5hRGG @EKSe%4CE1 PAVING. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF 7,oVAr 9,ovv MdvuME.VTappp ffEMC•/!M.l1PJt' PE.9 eIV /G.EA/OlVi6d PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. IW*C.'/ ACS D/STG/RPBED pAPDEsTROYEO 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SO WII ON THESE 4. INSTALL A MINIMUM 1 - INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED LON A ROA Rz.geel7 'q« 'PE ESTi9BL.CSh'EO /3'ND �-�, PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. T THE SST OF OUR 8Y9 AeEv^iSTE.(� KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS S SHOWN ON THESE � � PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED OR .9 L/CENSE/J L/9N0 .SUMP ✓EYaP i PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CARRIER PIPE A(..Th'E G 1 00t' OR NOT SIpWN ON THESE PLANS. CROSSINGS. l Q LOCf�T /O.V O/c �ACy SEA✓ERe LA1EQhiC ' i .91V9 11 BYC/s' /SEC /.VG 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT 19. SEAL END OF CARRIER PIPE WITH RAY644EM PIPELINE CASING SEAL �_ 7A146 LE1TE,9S '45 VA/,D c'A 'l CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN C53020 -34 DR APPROVED EQUAL. RESPECT /YECY, -, //V4HESf/ /GN /N TyE WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES LIEU OF A MANUAL AIR RELEASE OR BLOW WHEN LOCATED AT OR NEAR HIGH OR \ fi�L^E OP7?Y4F �4 SUFFICIENTLY AMEAO OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS LOW POINTS. { " 20. SUPPORT WATER LINE WITHIN CASING WIT# F5I MODEL C8 -G2 GOATED ` ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. CASING INSULATOR, OR APPROVED EQUAL, 5' ON CENTER. 1 /7 7?VE h'D,0,e6SS OF E.$C,'/ LOT -511.944 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS III ELECTRIC COMPANY PRIOR TO THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT 21. INSTALL 12" STEEL IN CASING PRIOR 70 COMPLETING CONNECTIONS ON EACH ` �� rN BE P.9/A/TED 0.,V 7%/E C uA?a /.V .q �7 AZVAINER .9,V,O LOC.9T1,IWV PP.POYED � STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM SIDE OF CARRIER PIPE. USE ONE FLANGE CONNECTION INSIDE CARRIER PIPE. COMPANY REPRESENTATIVE. IN ADVANCE TO ANY SHUTDOWN. 1 / BY THE /•tAfSR'rCTO,P. 22. COAT OUTSIDE OF CASING WITH COATING THAT COMPLIES WITH EITHER / 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS /8. 1944 A/OR & .5#,19L4 Age lbNE /A/ACCO.eD.9Nee NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND FOR HIGH - LINING, A W WA STD.C-203 OR AWWA STD. C•2f4. r 1 TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. I. f✓/Th' TJYE V AVAD9A>D .3PeC/F /097/0 vS INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND j cO.varelreT�o.� C,g� C $�N E S 2 5P-4 CE ANNULAR SGE INSIDE THE CASING SHALL NOT BE FILLED. NYLON DR I �--- 5 �E P¢1VEaTE �i'REE:'r FOR Ri.B4/C WOIFA -S APPURTENANCES_ 3 � III ELECTRIC COMPANY. 8. LINE VALVES WHERE REQUIRED, AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PVC INSULATING CENTRALIZERS SHALL ALSO BE INSTALLED. / V' O �� - TO CLRTESTEOITiON), Th'E s9ND/ECO TELEPHONE 1 =4 3 PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 3►' f ^ / � ,ice rwls- • ® ` I ��RND.ge,0 ,.$oEC//iG P T/�`E i % 6 24. INSTALL AN ANODE /CASING TESTAT APPROXIMATED STA. 03+8Q. ` n T.S�AS .STfhV/75'PV .SPEC /f/L'AT/ONS Fop Bi TF CONTRACTOR SHALL NOTIFY Tf PACIFIC TELEPHONE COMPANY PRIOR TO STARTING 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, ARE TO BE THE ANODES SHALL BE INSTALLED ACCORDING TODf5TRIGT STD. PuBUC t✓Ders CO.vsTpuCT/ON(/9GbPTED r WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY I�NSTALLEO AT L OCATIONS SPECIFIED BY THE FIRE DISTRICT. BVT/Ai5 .S9.VD /6t90RE6 /ONAC473DVL1 eAS I REPRESENTATIVE. DRAWING F -9 DATED 8 28 -9fo. ` -.. f O I COMA1r7FX) /➢A/O 7JYE�f9lV D/E40 10 CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA A' COPY OF ' NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND 2 25. INSTALL A 7W0 -WIRE TEST STATION PER DISTRICT STD. DRAWING F -5, :� �- REh /ONA7G sT.9N0.9RD D,Pfil+//NGS • EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO 1 DATED B -2B -96 AT RPPROXIMATELY 9TA.�2t20. PACIFIC TELCPHONE- C r J INSTALLATIONS FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE / �{ _ ,, ! T� /r / � � p�NC.- THE DISTRICT PRIOR TO CONSTRUCTION. ,�( ® TELEPHONE: r 2�`Z ^133 a 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE (/� IK pNAs� I CONSTFZUGT /O�' 9 . IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD � . �� ^ _�__ . AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES. WITHIN ..--.,,•.. -FEET OF PROPOSED WATER MAINS, SH9l.! SHOWN ON IMPROVEMENT PLANS. R(0 `., _� - RELOCATIONS, IF NEEDED. MULTIPLE RESIDENTIAL COMPLEXES O i2 12. ALL WATER SERVICES FOR IRRIGATION, A AND COMMERCIAL OR INDUSTRIAL DEVELOP- Z 10. ALL TELEVISION SEAVtCES WITHIN THIS PROJECT ARE *UNDERGROUND INSTALLATIONS". MENTS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE FOR LOCATION OF CABLES AND APPURTENANCES CONTACT APPROPRIATE COMPANY. OF WATER MET ER. 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES 1 U AREAS T PAYE EXISTING POWER POLES ARE RELOCATED OUTSIDE THE � THE ME STANDARD SPECIFICATIONS. THE A 11. NO PAVING SHALL BE DONE UNTIL E � �• Y l � I ` .A,.. S S. E CL SS OF PIPE SHALL BE USED AS THE i DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. BUTTERFLY VALVES SHALL BE DRIP -TIGHT AT 200 PSI MINIMUM. 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO Q 12.0. PRIOR TO GRADING, TEMPORARY FENCES SHALL BE IN PLACE. 1JE - aS ,COa/T /0Ve1&,V eIA INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. r. IT IS AGREED THAT FIELD CONDITIONS MIRY REWIRE CHARGES TO THESE PLANS. 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING IT IS FURTHER AGREED THAT THE OWNER ( DEVELOPER) SMALL HAVE A REGISTERED CIVIL WITfJ THE DISTRICT'S INSPECTOR. 1100- ENGINEER TAKE SUCN CMRRIIES ALTMIBATIOMS ORIlMITI NS TO THESE PLANS WNI(TW ✓'- W CITY ENGINEER it MIN1'1'NES ARE WtnSARY AID DESIRABLE FOR 71111E R AUG. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS W W COMPLETION OF THE IMPROVEMENTS. WITH 4 MAXIMUM DEFLECTION PERCOUPLIN(BC2 °PER JOINT). NO BENDING CCURVING7 OF Z PIPE Si1ALL BE PERMITTED. y tl I FURTHER AGREE TO COMMERCE YORK ON ANY II/I'AOKlNNTS SHOWN ON THESE PLANS OWN IT-OI1AV WITHIN 60 DAYS METER ISSWIRCE OF TILE CONS 17. BACTERIOLOGIC TESTING SHALL BE CONDOC ?ED IN ACCORDANCE WITH THE 57ANDARD O EXISTING CITY RIGHTF4 M TIGATION AND MONITORING PLAN PREPARED BY: R. MITCHEI BEAUCHAMP OF PACIFIC SOUTIMMEST PERMIT AID TO PURSUE SUCH WORK ACTIVELY ON EVERY NOIMNL WORKING DAY UNTIL CQNPL O, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER SPECIFICATIONS EXCEPT AS FOLLOWS: J BI OGICAL SERVICES, INC. DATED: OCTOBER 19, 1990, IS TO BE CONSIDERED PART OF THESE PLAITS MY CONTROL. (a) COLLECT TWO SAMPLES 24 HOURS APART AND TEST EACH SAMPLE FOR BOTH COLIFORM A LIFTED REVEGETATION BIOLOGIST SHALL BE RETAINED ON SITE DURING CONSTRUCTION AS CALLED AND HETEROTROPHIG PLATE COUNTS. T IN THE REPORT TO IMPLEMENT THE RECOMMENDATIONS OF THE REPORT (b) ALL TOTAL GOLIFORM SAMPLE RESUL75 MUST BE NEGATIVE AND ALL HETEROTROPH IC PLATE COUNT5 MUST BE LESS THAN 500 COLDNIES PER MILLIMETER PRIORTO PLACING 15373 INNOVATION DRIVE, SUITE 300 \ T AMERICAN, INC. THE PIPELINE OR APPURTENANGE5INTO SERVICE. IFANYOFTHE LABORATORYRE5ULT5 ` 15373 SAN DIEGO, CA 92128 ARE NOT SATISFACTORY, REPEAT THE DISINFECTION AND TESTING PROCESSES UNTIL SATI5FACTORY RESULTS ARE OBTAINED. TIOYt � - f 18. N-TR FFIC GLASS COVERS LL BE USED IN BY: !��� / -,�.�� L , t IN NO A AND LANDSCAPE AREAS REINFORCED FIBER SHAL IN LIEU OF CONCRETE COVERS FOR METER BOXESONMETER5 LARGER 1 - '/2 ". THE METER INDEX MAP BOX ITSELF &HALL BE MADE OF CONCRETE IN ACCORDANCE WITH THE STANDARD LEGEND ASSESSOR'S PARCEL NO. 2644M46 07 06 M1 10. SPECIFICATIONS. FIBERGLASS COVERS S+IALL BE MANUFACTURED BY CDR SYSTEMS $ CAL•E: S• aI�Q• CORPORATION OR DISTRICT APPROVED EQUAL. - -- DEMOTES DRAINAGE FLOW 011tEC "bw ----- 0ENbTE5 VIATER MAIN __0F_KZTESSEWF -R MAIM DECLAR OF RESPONSIBLE CHARGE LONE'N/LL AtO. r _ / 4 -:-- _ - _GE►JOTE5 FIKE HYDRANT �,. ♦ - - _DENOTES 57KELT Sicw I hereby declare that I ale the Engineer of Work for this project, that I have exercised respon- SITE °O1 Nr E sible charge over the design of the project as / 0FEBS0 NOTE: THIS PLAN IS AN !IMPROVEMENT PLAN AND A GRADING PLAN 4 Al defined in Section 5703 of the Business and FOR WORK BEING PROPOSEn ON I nNF JACK r%OAD 1. y el Professions Code, and that the design is con - i sistant with current standards. No 048870 Z z I understand that the check of drawings and spe- r Exp. 06-30-96 cifications by the City of Encinitas is confined vQ POFESSiak q to a review only and does not relieve me, as Engineer of Work of my responsibilities for pro- �Q� RICHARD T. � S ect design. ROBOTTA M - that this requirtmem sW be road@ to apply condiRmutly and not be limited to rP No, 4107a -^ 1' A FIRE MARSHAL DUDEK °i CM ENGINEERING ASSOCIATES, INC. EAC �a1 -VT 550 West Vista Way, Suite-308 r CIVIL > A330CIATES, INC Vista, California �rF PPROVED BY: OF cA� , (619) 758 -3680 : 0 605 Third Street • Encinitas. CA 92024 PRIVATE CONTRACT le OLIVENHAIN MUNICIPAL WATERDIST. 6057 9 2 -5147 POTABLE WATER SYSTEM APPROVAL CHEF r tNEEROF 47 RMt By DATE APPROVED BY BOYLE EN CON U LTI CORP. PERMITS (� DISTRICT'S CONSULTING ; _ DATE (( 1 CITY OF EM'TAS T S VICINITY MAP J!NINEER DATE RPM' e RA Onlp L MARTIN a- ;,E,48670 RCE N0 QQ . '/0 70 MEZONE PEIWYIIT NO. NO SCALE 7- SD-DOI '3f(P' � 3Ir3�Q7 EXP.6 -30-% MA PROVEMENT PLANS FOR: • R.C. DATE R niiT7 i z5 � G►ICIAI UN PIMMNT NO. -_ UNAUTHORIZED CHANGES AI USES "'x PG O -r -- R Off' TAI. �4<oio TITLE SHEET TIE EXIMN(I TION a ANY UDEaMM urI.ITY PIES. COMITS OR OLIV ENHAIN MUNICIPAL- TENTATIVE MAP NO. CAUTION: The engineer preparing these plans will not be responsible SIMMONS sew/ ON n FM PLANS ME Mr AINLD NY A W" OF na AVAI,AOS � JACK ROAD for, or liable for, unauthorized changes to or uses of these tans. All ENCUT 1H TIE SW SE D'B` 1 . THE UL Ne ND KUIRW N TAR M` WATER DISTRICT CITY APPROVED CHAP OlEfVCH MAFV< B P D(�r As Sow A R O S E PLANS. THE on LITY L Is s9lu(Iff ro rArs of W ' 4 CALW C0000. -170 changes to the plans must be in writing and must be approved by the THE O nICNANY L ro LPES A n I O I IL MTY LI NES snrl D" nlns_wat"rs. M ITY PIPS FOMM , 03NIU ASSU@S ALL LIABILITY AID SHIM ON 7N "dI ne ENGINEERING ASSOCIATES re arer of these p la n s. vrlutr P ES M ATSON s I ASS slur) A NDr Loa D" ness ILITY PL. WATER WORKS APPROVAL �t'oNe" bV Bar P SAN DIE COUN BENCH MARK f O.C. 0073-CM geptew P P D COUN that in accordance with pnerslly accepted construction yyp vftst VI mrrtNACnx AONEF3 M AT Iff 9NIL Asusff SdE AND LWI.BIE PssBaraIBILITY ra p@ War ROB SITE /DITIONS naINC nE CHNA/C�E EO•N Ui'p.?1Lr 5��. �' DEtICRNtT10N: APPROVED R owe construction contrac will be req uired to assume sole and c om p lete re s p onsibility LT LLUISE OF 0ONS'IULT(ON OF THIS PIOnLT, IN- A pproved B SO. N TOP OF FEADYW1Ll RO.ERT A. MMRRt Construction contractor s p ponsibilityfor OIJDING SAFETY OF ALL PERSONS AND PDPER MAT THIS KBQUIR04M 90,LL PP Y BOYLE ENGINEERING CORPORATION Me@oee Carser, vista, CalNOrrea yEPAPO //.¢L Cllr 911910"► job site conditions Burin the course of construction of the ro'eet, includi APPLY OONT INUNII. Y AND Nan ME LINIM 10 N"BnL WORK HXMS; ADD nuT THE stow prorw Isle) rsa 3aso ee0T T s P 1 ngsafetyofallpersona CCIIfC r1ioCowd c��, "JAL DEFER, INDU•IFY AND IMD TIE UJUNN, ME 010W AND 716 District Consulting Engineer REVISE WATER NOTES C and property-, 17 t7 t T � � DEL NORTE d RANCHO M)lA1VTA /1 �q -/ Ar y, lens, Noarss PBUr AMY AND ALL LIABILITY, REAL ON ALLB®, IN meal.T normal working hours, and construction cowwactor further &pots to defend, indemnify and hold Of n ( /.�� I "-� rI L ^� elm *A �T•�� "tTM nE of NoNS ON THIS PweO Exff G INC wN LINUm ANrs• // J INC PLnr salt N•:u 111E awry ON nE aelNml. •107• / Z/-f/ design professional harmless from any and ell liability, red or alleged, in connection with the 13M10ftd �` RECORD FROM: CAl1NTY OF SAN DIE00 VERTICAL CONTROL JtMtiglor 5 'ZZ �0 SD- 001 - 316 -02 R. O TA R.C.E. . 1�l1 1qt p rotes nonce of work on this project, excepting liability arising from tht sole neglipne@ of design 1 � �� N0 DATE ELEVATION: 112 DATUM: S.S.C. S O.S. T M 4400 _ C pro /sssional L R.C.E. 15325 DATE: JOB NUMBER DESIGNED BY' D.&A DRAWN BY: 0•R. CHECKED BY: W 6 JUNE 06 1989 FILE N0. 8(caI -� I W.O. Ww 60' R/W R/w WORK TO BE DONE: rAR /ES 5' 1.5' 12' 12' 1.5' 2. AR/ STREET IMPROVEMENTS LEGEND QUANTITIES �1 .et" .C.l 6 A. B. CI.IE MIN. PAVEMENT TYPICAL �— 14 377 5,F E T c F f T I ON Qom-• 7 u` c.-e He cy.�_ AZLI /NSrRY.:L sic,v �e sra. o. /r/ -45 W_ �' EA.� 6 REMOVE A.C. PAVEMENT ` - �- 19 /00 SF 2x \ 0 tr 21Y T\ IQ Q7 CONSTRUCT A.C. SPILLWAY PER S.D.R. STD. NO. z (MDD) • E sNEer 8 V 4 FA. z / /i ® CONSTR STD RP6 UIiFr rGUTTER PER /492 J.f. 4 " AC. OVER V' A.C. CLIl MINIMUM ROLL CURB ANP S.DR STD. tAo G - 4 Olt PER SOILS ENGINEER'S RECOMMENDATIONb T.I. ■ 6.0 S.RR. STD. G -4 GUTTER PER O CONSTRUCT 4" CURB PER S. D.R. S. DWG.G Z 2 72 L.F. � TYPICAL SECTION C xis = 7� LONE JACK ROAD FILL sco. _ NOT TO SCALE it 0 4" PLC CONCRETE r •.1•.. r ✓ .� ^ . SF *n, Ln _ '-• - "u'\ MUN:'.en- wn i'R DISTR :CT r -,,,,, JR SPECIFICATIONS) REMOVE EXISTING CAP ASSEMB „Y AND CONNECT NEW P.V.C. WATER MAIN �a0' 21 COASS N N OF WATER MAINS, SIZE, TYPE AND V R/ S {p - POL Y'�CHLORIOE, D.I. - DUCTILE 8,595 Lf IRON, C.M.L. 6 C. CEMENT MORTAR LINED 6 Z. S' COATED STEEL) 2® CONSTRUCTION OF FIRE HYDRANT A BLY 3 EA, 3 Q CONSTRUCTION OF GATE VALVE AS3E GV. Q , as NOTED - - -�° _�3 EA. Y Op. F1� r 1 i_ v' V/7R /ES a 0 p9 VR,P/ES 2 -2. 5% X AIL- ;?*759 (�R ltiSlli :1 2� CONSTRUCTION OF CAP MBLY -M 2 EA. I (' �'' . ° • ° • s 2Q CoNStRUGTIDN Z4” SlffL CARRIER PIPE —E� 47LF :.. • ° f TYPE 'G' CURB - - -- �, - - - - -� SEE SHT 4 FOR IN5•TAUATION NOTES < PER 5. 12R. STD. G'XL 4 A.C. OVER L S "A. CL ZT MIA' OR PER - -• °""•�"" °--''��"° "-"�"` SO /LS ENG /NEER3 RECOMMEP /D�4T /DNS 26 CON`'HUCTION OF BLOW -OFF ASSEMBLY — •0��� -- j EA. 2 Z CONSTRUCTION OF WATER SEEYICE � EA. Q 771 s RELOCATE EXISTING FIRE HYDRANT EA. TYPICAL S E C T I O N � LONE J A C K ROA O NSTRUCTI AL of *P /O x P/O x FLANGE TEE — O D W VALVE (* P/0 = PUSH -ON OR MECHANICAL JOINT) AT STRUCTURE 30 CONSTRUCTION OF ALL P/O TE -- -- 0 EA. NO TO ALE 31 CONSTRUCTION OF ALL P/0 CROSS -- -� O EA ® STA. G2+ 2 .34 TO BTA. G3+ 11.2G 0 CONSTRUCTION R ---- t �A - ONSTRUCTION OF WATER SAMP E PO N - ->� P- 2 ® CONSTRUCT 12" CML a C, WELDED STEEL WATHR MAl — — f 1 f L•F STORM OR�J t `41 CONSTRUCT RIP RAP ENERGY DISSIPATOR, PER S.D.R. STD. NO. 0 -40 2/O C Y �4D7 CONSTRUCT BROW D►TLN, TYMf t PLR S.U.R. ��� ZZD • STD. N0. D -75 L.f CONSTAIXT MODIFIED DR/VE;WP PER 3-ORS.-D. 10-14 ��J '(_�S.F. 1 49 . CONGTRUCT HEAD• WING WALLS PER CALTRAN5 D-84 �� 2 E,4 REM .R�C7 BEE SHE G EXIST P,`.nE Q Q C0NSTRUC7 /8 R C �.� °' °' "' �' 1. �••" " "'L.,...- .•Fl� „- .� ""'"..1�' —... _ •'"r` ` .d- -; _ _�J_ C F " P STORM ORA /N ” �' ' • •` REPLA COVER W /TN T�RUS�BLOGK "— -- ' P[G LTG 53 REMOVE — -- !34 L f PLC F C/1rCNBASIN r P S.D.R.S.D. D -7 w'. RLHA RA cOUVORY E46ti's161E CONSTRUCT SEA.-20'SPMNx6'RISEfB'LONG R.G. CON /SPAN W/ 3 OPEN /NGS R -/ 5 CAST /RON 6RATE 1 . o ✓ 22 54 INTERMEDIATE UNITS WITH AEA.- 2D'SA4Nx O'PUSEA 8' OR DIAL . _ (SEE r.411 BELQW � LONG• . KEWED UNITS �... W /DE CONCRETE AIN6 - -- �� �- EX /5T R.CCON /SPAN S l EA►. - /Z"aC P ® CONSTRUCT CURB OUTLET PER S D R,S.D D -25 3" 470 -C -2000 CONCRETE n ! •" i'• A OR 3" 2500 PS/ A/R PLACFD ® CONSAOMT 4"/400+1 PER DE AL 3NT. GMCRET E iV /TN /1*'X /'rY /7 Q 29 ..f. 6*~ STUCCO AfETT /NO ; x: L 6 6 V OR B V I Sl C . K DAfAAI Ol TEE d' F[ MJ ADAPT tC0AqS W/N610"LL PER CALTRANS D -8 ER. ; AS MOD/f/ED ON SHEET No. a �— B" RVC C Q 5�J CONSTRUCT TYPE 'F' GATGH 8A51N P'ER SDRbtt D -7 O❑ T EA. p 2•• M A. ,e. PRIVATE CONTRACT PERM OF EN CINITAS ECTI N TAB [ CITY — /-�4 SCALE RE20NE PERMIT NO._ �UDEK & SAR ACROSS - - -- OPEN /NB ,. ' . ' 7O'2/ _ IMPROVEMENT PLANS FOR: '� AS SOCIATES, INC. • • � SPECIAL USE PERMIT NO. � ENGINEER OF WORK T A ENTATIVEMMNO. T.M _ TITLE SHEET ��ofES$ION9 • ' ' � � • ' • • OQPpFES5l0 !LONE JACK ROAD Sao L. � 605 Third Street •Encinitas, CA 92024 Q TRACT NO. 4400 (6191942 -5147 w RICHARDT CITY APPROVED CHANGES BEN MARK i cAUF.coonD. 33 0 -1701 i OPE/V /IV6 DETA /L �` ROBOTrA m ENGNEERNG ASSOCIATES m• I Omnpt a Am.»r by DM oEEC11tmON SAN DIEGO COUNTY BENCH MARK N O.C. 0073 -CMS. APIROYEO E /_ 4•J Fr C48870 W No. 41078 I C� tS•LIrK SO. IN TOP OF HEADWALL ROOM A. WAR N E WEER RK: = sso a vM rw ® 19APA E E•o•W UPOgTE City InOtn..r o AA n c /` � ' � 41 Ex p . 3-31-91 Exp. 08 96 '1 DATE 1( (7195 \ I * 92093 `� v»t. A AA IOCAT10N: S.W. C DR. EL CA MINO DEL NORTE 6 RANCHO SANTA - wQ• 9Ta3 tMiorr 17w1 75!•340 p , 1 a��� sr OIV16 � REV DRA)NAGE+ WATER - ec � CIVI RAYMOND L. MARTIN R.C.E.48S FI /_' CA q/ OF CAL` BY. a1o7s / -Z / -�/ SYSTEM' E�^ � �'rtr FE RD. � — f /LE N0: W = OF p`�E IIECOOO Foom COUNTY OF SAN DIEGO VERTICAL CONTROL C N T.S. R. O TA 11114.E. NO. DATE EIEVATtON: 110.476 DATUM: U.S.C. b 43 S. l (1\ /at \ Mt• DEMOTED NY: D.N. DIIAwN my: � CIECKED BY: • W JUNE 06 1989 coo -o ( W.O. 06000- 48-4. • Q EROSION CONTROL NOTES HYDROSEED NOTE cuae /NCET scolmENT BEE BELOW FOR APPL /CAT /ON USL DOWLLS W /TN STASSO r�Y + - f./gaR /ER �R GiFTA /L. GGWlTI►llGTioN. USA i' 1. IN CASE EMERGENCY WORK IS , CONTACT DAVE JACINTO DIRECTOR OF c PL ,w C . t A a 1. HYDROSEED M:i IS AS FOLLOWS: - - - - — W %/O s+�r r O o M SO REQUIRED _ PLANNING AND ENGINEERING FOR BARRATT AMERICAN, INC., AT (619) 942 055.431.0800• P��ava MI 9131 . /rN�c GONST/t UGT /ON• PECOF= BRG",ERS NURSERY SEED M, cues 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALI 100 LBS / -C PLANTAGO INSULARIS TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED 25 LBS,..: BLANDO BROME ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 3 LBS /AL JIMORPHOTHECA AURANTIACA SAN0846 PER TyP TEMPORARY DEVISED WHEN RAIN IS EMINENT. 3 LBS /A� _ASTHENIA GLABRATA ,40W _AAN0A46611vG owr Al ow " \ 1 %� 3 E a 2000 LB rO \ '; AC FIBER MULCH AWL~ 2 �v A� -"A 3. / 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL 17 GALS / -;, POLY. -CON SOIL STABILANT ALAN& A # - -- - — — — Pfc,INAr as 3 /e OF THE ENGINEERING INSPECTOR. 100 LBS/A„ PAA -400 HUMECTANT FL OW rcOw SAW cur 5 \ 4c 4' 3 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER FERTILIZER BAS ON SOILS ANALYSIS \ _ 0 I / TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 2. IRRIGATION 'd :�L BE NECESSARY IF THERE IS INSUFFICIENT RA:N TO GERN:NA j'A1IN RAINFALL. L SEED. EIGHTY PERCENT SOIL SURF PROTECTION MUST BE OBTA:NED FOR '•INTER puce /s 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTRCL MEASURES AS MAY BE EROSION CONTROL. c J. s� ac. 4 Q REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR -- -- -_ A , 9AWC41r AN AIroI,<Iws UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. /N rE VQ ��— P L A /• `Mt IEt4 _ L P ER 5 4tvuaA& SeActovol r im I 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO NOTF •t /2 AV LEFT PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS HYDROSEED SPECIFICATIONS CONDITION. 1. HYDROSEED MATERIALS TYPICAL STREET SANDBAGGING DETAIL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVE) GRADING PLAN SHALL BE INCORPORATED HEREON. A. FIBER MULCH SHALL BE DYED GREEN AND CONTAIN NO GERMI',ATIO'i DR C %)WTH N.T.S. r / /," A / /.A6Lt I" yak•' / d' INHIBITORS. IT SHALL SE A •UNIFORMLY SOSPENDED HOMOGENE)LS S_ RRv 8. • GRADED AREAS AROUND THE PROJECT.PERIMETER MUST DRAIN AWAY FROM THE FACE OF CONSISTING OF NECESSARY ADDITIVES, DYE) GREEN, WH :CH =TER + " `• •'`� ' �''' " . BE APPL APPLICATION WILL ALLOW THE ABSORP - :ON OF MOISTURE AND PERCOL,J :% 'IF " I WATER TO THE UNDERLYING SOIL. MUL:- SHA SLOPE AT THE CONCLUSION OF EACH WORK DAY. + E T . Hl r �.,• � � _ ID A, .M'„, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH RATE SPECIFIED. AASI MiriJfrAL WORKING DAY WHEN THE FIVE, (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. B. FERTILIZER SHALL BE AT THE RATE SPS :FIE:. SECTION 0 3" MlN OPEN /NG BETWEEN 10. A 12 -INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF C. WETTING AGENT USED SHALL CONS:_" OF N:NETY -FIVE PERCENT --KY, -- �,;!"�. �- BAG 5 TOP Row• SLOPE OF THOSE (ILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED POLYETHYLENE GLYCOL ETHER. IT ;r;LL BE APPLIED AT A RATE OF TWO , WATER.SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM THE TOP OF SLOPES. QUARTS PER ACRE. v _.F� - 2 • = - r-- v L = Npggyl 11. ALL UTILITY TRENCHES SHALL BE BACKFILLED WITHIN 24 HOURS AND MUST BE D. ALL SEED USED SHALL BE LABELED AND SmA _ BE FL'RN:SHED :N HALE_ 6UTTiFR BUT tir NypT - � VAR /ABLEit d W 10TH BACKFILLED BEFORE THE END Of THE WORK DAY IF A 40- PERCENT CHANCE OF RAIN IS STANDARD CONTAINERS. SEED MUST BE CERT: TO .;JNF:RM T -E I " FOLLOWING MINIMUM REQUIREMENTS: NINETY PERCENT PURE AND E :GH Y -F :VE ♦' : ? ,.� :♦;. ! ' • PREDICTED. �.: PERCENT GERMINATION. SEED WITH LOWER PUR :TY AND GERMINAT :QN < =TES 12. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPAVED AT THE SHALL BE INCREASED BY VOLUME TO AC, -:E /E THE TQ V:.3LE SEE: TYPICAL S A N D B AG GIN G DETAIL ASE AIA7 "'�~' 6 � T E INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF REQUIRED. B2F/P/AL w 107 AASAT MA'rIR /AL SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT 2._ HYDROSEED PROCEDURES N.T.S. ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK NOTES S ECT /4N E —E SECT /ON C DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE A. EQUIPMENT USED FOR THE APPLICATION )F :L:RRY SHAD_ 1AV_ A 3L:_ - -:N ENDS OF THE DAM. AGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY M :x T -E S,,RRv. T -- EQUIPMENT MUST HAVE A PUMP CABLE OF APPLYING SLURRY ORy v. I. GRAVEL QAGS ARE EuCOURAGED OVER THE USE OF SANDBAGS AND MAY BE GRADE OF THE STREET INTERVAL REQJIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT S. THE SLOPE SURFACE TO BE HYDROSEEDED S -A__ BE 740P :_GnLv vC:_-ErE_ ;'f 'JSI71OM L s /f6 ♦ /�► LESS THAN 2% AS REQUIRED BEFORE HVDROSEEDING. K�L 2% TO 4% - 100 FEET 4% TO 10% 50 FEET C. SLURRY PREPARATION SHALL TAKE PLACE AT THE 'OB S:TE, SLURRY 4C: -OVER 10% 25 FEET SHALL ARRIVE AT THE JOB SITE SEALED AND PROPERLY :DENT :F :ED 3v THE MANUFACTURER(S). SEED SHALL BE ADDED TO THE SL.RRv ONLY :F - ER TrE 13. A SANDBAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET F :BER MULCH HAS BEEN INCORPORATED. SEED SHAD_ NC REMA :r :v . -E 14 - TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. MIXING TANK FOR A PERIOD GREATER THAN TH :RTY M:N_TE.;. _ -- IO 14. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 0. ALL BARE SPOTS SHALL BE RE- HYDROSEEDED BY 'HE _ - ` OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE THIRTY DAYS OF THE INITIAL APPLICATION. - STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 O�ER[APSANODAGS Lulea + zZ OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA 3. MAINTENANCE AND GUARANTE ,� n S DEPARTMENT OF CONSERVATION. _ _ ' ' I 1� MAINTENANCE PERIOD SNAIL NOT BEG:r JN ErT:Rc NS _A :: - - -_ _ ACCEPTED BY THE OWNER OR OWNER'S REPRESENT - :VE. SHALL BE FOR 90 DAY= FOLLN".NG PRE- w+:N'ENANCE REEF• AN^, 5 OWNER. •11' • IS G ` 6 IN ALL PLANTING AREAS, ME_- ANICALLY REMOVE ANY - ;MBLE•EED, Tr :ST_ 7 {\ ` ' �. OR WILD MUSTARD INFESTATION'_. HERBICIDES •:_. NOT BE ALLOWED. - _qr - � 3' MIN s \ - - -- \ CONTRACTOR SHALL KEEP ALL �v)ROSEEDEO AREAS FREE OF JE3R:S. �i �_ Q l� 0 RUNOFF 5 440s � fir. OTwEEN I 14 — THREE LAYERS 4 IC' w/rN ENDS ov4FAcgRp -wv S 2:1 SFE OFr.O /L "C TYPICAL CURB INLET SEDIMENT BARRIER _ f�'' 4 19 Now O/TCN P PLAN N.T.S. �•� SEE 9EC "A' - S N 1 RAP PER PLA 0, S °C ' X�*0 V f Ki S CC APRON 4 ; 0110r RrX C EO CURB ; / OiREC ,�•ON MAY (6(i 'TER " A ll 04/,F TO ScO �` °�s) DUDEK & E TA I L A P� SEE Fr AN / , C Q*pFESSION _ - __ __ __ _ ° ASSOCIATE, INC. ,� N.T.S. PLAN I �� L' ROBO Z I �W�`'p RICHARDT. F . 605 Third Street • Encini tas, +('A 42024 � � � TTA Z (619) 942 -5147 a No. 4107e No. C48870 Z m Ehhp, s 31 a 1 5 . t Exp. 08-30 98 E N9NEER OF vvORK J' GIVIL � * 2.5' 1 Z5 ATE7 P . MO D L. A RTIN R.C.E. 70 Q OF CAt ! U" •�, TYPICAL BERM DETAIL ` •�a`�E t'`" 6 _3046 ' - PRIVATE E COIVTA —� f.. •.::. r.I � � � N.T.S. F�EF�Ni 3 CI OF ENCINITAS ' 8 T 470•c•2000 eoncnu a P • . \ REZONE PERMIT NO. _ -- IM NT PLANS &W MO �C If"m RW r 2500 pa. aI pYad �onena / • • . • ajj PYON/C N - FOR: �• �� G M rounded at am option with 1% " :I %" 17 pp nuao / of O /TtN SPECIAL USE PERMIT NO. "�"r DRAINAM AND EROSION of t the eonvwta. ^oath^} \, = . '; :. - • • • •j t OFILE TENTATIVE MAP NO. T.M. 4400 DETAILS '+ 91110. TYPE A BROW DITCH 5" PC C. CITY APPROVED CHANGES BENCH MARK L.O N NI COORIN RpA D I I I I II II I I I I II I I � 0 �� �� w D•w CALIFORNI COO/IONMATE INDEX , 330 -170 A SECTION A - A SECTION B - B DETAIL "D" OEfCEDT10M BENCH MARK ,�OVEO , GNR A/diE ED.W , UPD.�TL= '� S-v-x SAN D IE GO C OUNTY ROBERT A. wILN COR EL CAMINO DEL NORTE • N.T.S. N,T.S. yPP,w,� 4'O.0 0073-CHIS. SO IN TOP OF HEApWAII CNT� !® N.T.B. LOCATION: . RANCHO SANTA FE RD T.M. 4400 RECORD FNOM JC OUNT Y OF SAN DIEGO VERTICAL CONTRO I fAENa 9050-8 ELEVATION: 119.475 DATUM: U.S.C. A G.$. JUNE 06 1989 FILE IN. k I ASSOCIATES s 4 1 - a NO E: L. AY* - T 1 4 K . S : , N N, O t9 iS : 3r — , , C OF ROADNIAY Irl f _. - f*e - 5 3 L , U �n r a a ♦ g /Clb Y. C. i t i ' 94 RIP/ , r _ P a w.Ir Q u L/ c aao t , x ,.• �••► � 9' 6 G>D f i • f New u►� _ _ p fM _ Y E m i f i 2 , b ET ' �p AIA : 1 , �l1 Eli 3 N $ V.G. 202 OHO . Csb L . � q0 _ < I ► .H /. 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CA 92024 PAiVATE COAITAAC CONSTRUCT TYPE 'F' CATCH BASIN PER -� �4 RICHARD T. � l 59 ® C.ONSTRUCT/ON ac 1✓R7uo.SERv1ce CONSTRUCT HEADWALL PER CALTRAN5 D -84 _ � h RcHOr -A ? � 4 Z � (619) 942 -5147 -- — -- SDR5D D-7 SEE SHTO 1 4 PAVEMENT PER TYPICAL ® SEE DETAIL SHEETG ' No. C488T0 — SO4 ' O INSTALLN /N4 SIGN PER S.D.R. STD. N0. M ��" s� N• a '8, \�� ��NEEROFW RK: 4 CITY OF ENCINITAS 8 r 5I SEESHEETB /8 "RGPSTORMDRRIN Q INSTALL SECTION ON SHEET N0.2 !� � r E �` cvn e Q � � Q CIV M N ,c,�- DATE qs ' � ETs 1/ 7 ___- © REMOVE A.C. PAVEMENT - __- 4rF n Fo 9J d 0 L. MARTIN R.C.E. NOWMOK1 PLANS FOR. 07 CONSTRUCT A.C. SPILLWAY PER S.D.R. STD. N0. ENGOW" OF WORK �A i _ F OF c �l� EXP &-3044 LONE JACK ROAD P-22, .36E DET.9 /L S .h'tiETB. - 11 ® CONSTRUCT STD. TYPE G CURB L GUTTER PER CITY APPROVED CHANGES S.D.R. STD NO. G -4. I BENCH MARK ® RELOCATE EXISTING FIRE HYDRANT ` M E ERI ,,....ti" T RACT NO.-4400 CALIF.000RO. 330 -1701 ® CONSTRUCT GUARORA /L W/ FLA /R fl�R S.I�I$Q M �t Ro De><Il Apfovvd er Date -- — — — -- -- -- — — - CONSTRUCT CURB OUTLET PER S. 11, 11 S.D. 0 25 ® — DEscmimDN! SAN DIEGO COLINTY BENCH MARK • O.C. 0073 CHIS. - - -- 09 CONSTRUCT RIP RAP ENERGY DISSIPATOR, PER sw wm VMS wow m CNANCt E•d'AJ- kERUGN ,C S 11 9L APPROVED �(3 CONS TRUCT DEPRESSED C URB PEl1 MNow C MW. V11" caww io , ' N TOP OF HEADWALL ROS[RT A. WARM N S.D.R. STD. N0. D -40 ROfRD UPDATE /PPl9Pp!/i9L S S dCT -/4 /SEE SNEETA 66N5TR!!ET IIEABW+vEh, ="��' 911101113 ruar� I�hl REV DRAINAGE* WATER �`(/ ; 7"" LOCATION. S.W. COR. EL CAMINO DEL NOTTE i RANCHO SANTA CITY te�inNr 'R�� 34 C T ,12 "CMLyCBTEEL SYSTEM F IV REMOVE 60" R.C.P. STORM DRAIR /' E RD. - I /� /LE ND.: e7f ®Q CONSTRUCT 24" STEEL CARRIEP PIPE / BYI 4107 -�/� �/ Q ` (( R E CO RD FROM: COUNTY OF SAN DIEGO VERTICAL CONTROL --'a '✓r SEfi SHEET 1 FOR 1NSTALLAT/ON NOTES R. TTA RC.E. DATE I � I,q 47 C5 ON5TR //CT BROW OlrCH,TYFE B, PER ` pElgNEpBY�H. DRAMIN 81fj�.Ii CMEp(ED ELEVATION: 110.478 DATUM U.S.C. A G . S . pAti TM *4QD 5.0 Sr,0 0 9 OMIT• i YiRT CLW fie S•QR. S.O. 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I CONSTRUCTION REQUIREMENTS 1. WINGWALL ARE TYPE "N" PER CALTRANS TD. D -84. o SOIL WEIGHT: 125P 1. Footings - the culverts shell be installed on a 4. BodcfiN - Badcfill shall be considered as all 2. FOOTING MENSIONS TO BE PER CALTRAN STD. D -84. I I Fb = 2,000 PSF cast -rn -place concrete footing. A two to three Inch step excavation and new embankment adjacent to the ! I ! up shall be formed in the top surface of the footin two Can bridge units and winywalls. The pro� t 3. ALL EXP D SURFACES SHAD BE CAST-1 -PLACE (BOTH SIDES). f ACTIVE SOIL PRE RE = 60 PSF/FT i construction and materiel apeeifications which tnndude USE PR ESSIVE CONCRETE "RUSTIC ASHLAR ", PATTERN #1103 FORM, OR PPROVED in�al'sb e g iven a hsm�tt to o finis ana 1 al� reach a footing th specifications for excavation for structures and EQLiIAL XTURE AND HAND EARiI PATTERN ON TOP OF WALL. � PASSIVE SOIL PRE RE = 120 PSF/FT l I corrpressTve strength of 2,000 psi before placement of roadway excavation and embankment construction shall 4. ALL DI S AND REINFORCEMEN PER ALTRANS STD D -84. t the culvert sections The competed tooting surface s h al l l apply except as modified in this section. FRICTION COEFFICI T = 0.30 ( J p In ac cordan c e anc foot I t shown an CONCRETE FC = 50 PSI gh .dpe si dc materiel fora minimum width of four feet on each co n s tructed = the surface aodl not vary more than 1/4 inch in 1D to we foot eve the ba of the b a REINFORCEMENT: F 60,000 PSI ui t feet. soil meeting AASHTO classification Al. A2, A3 or A4 unless + oo + - N f scuoMtt ion to F use a differentt maternal in given In w by the en � t 713 y 2 Z -- Z ---------- - - - - -- - Z - -- o M ------- ---- -- --- - - - - -- - - - - - -- ------- .._- - - -- — -- -- - - -- _. - 2 as sshown o Enginee p dro materiel k dl be heights of density shall be determined L V V o r� Placement care shall be taken in setting the culverts to approved methods. Bad ci i b AASHTO T -99 or other dNl shall be f,6 04 N n e tru Tine and The culverts shell be sets g5X of the maximum dement All material out" the 3 rn M t` so of iv `pi _I ? 9►� aced and teen io F �^� an * ref �_ FS 1 8 X 8 masonits or steel shims. A minimum of 1/2 inch Ported in la until tiro density is not leas bo&INI zone shall be alit well compacted + rn _ gap shell fbe e ,between the footing and the good quality, acted embankment P CD rn N o + + bottom o w on port Portia d cem and ` s t FS tO I - co grout r5mm�nt and welt cerilent or in situ soil. - ---------- _ s o an wa three amen a un eve o e eer. be led with cement er or - - - - - Part sae el - - - - - - - - - - - - - - - - - - - - - - - - mortar comp d. by vdum0. d ter. No bads tN h placed bebn� cPPr�re th ra City Engin ,c� I 3. External Protection of Joints - The butt joint made b P OPOSED C j Y BaddNl against a waterproofed surface shall be placed 1 j t two adjoining culverts shall be covered wi a minimum carefully fo avoid damage to the waterproofing material. ISH SU RFACE - — � `�r PROPOSED ! I I of a 9 inch wide joint wrap. A primer compatible with the — - joint wrap to be used shall be applied for a minimum width of six Mechanical tampers or apppprro�ved com actingg a ui ment shall T 191.8 ®FACE OF WALL d' 9 FINISH SUR ACE 1 191.8 inches on each aide of the plot. The surface shall be free of be used to compact all badcfill and ernbonrcmant Pmmediately TF 191.3 /� dirt before apDlving the joint material. Ths external wrap shill adjacent to each side of the culvert and over the top 1 O FACE OF WALL be either EZ -WWO RUBBER by PRESS -SEAL GASKET of the culvert until it is covered to a minimum depth TF 190.3 ; ( 1 CORPORATION, SEAL WRAP by MANUFACTURING CO. of one foot The bodcfll within four feet of each ski INC. CADILLOC or approved equal. The joint shall be covered of the wrt shell aced in lifts of eight inches — -- �° con(Inuoualy from the bottom of ores culvert section leg. across or less c (�l l oose depth Neovy compaction equipment the top of the arch, and to the opposite culvert section leg. shall not be operated in this area or over the culvert ' I I TF 187 I until it is covered to a depth of one foot. 1 TYP I I TF 187.2 TF 187.0 1 I 1 During the boccfNling operation, care shall be taken TF 186.8 I I to keep the joint wrap to Its proper location over 1 L t t dozen and graders may be operated over t. Vert* oving one foot of compacted cover but earth mo� equipment (larger than a D -4 hozer ing L - - - - - - - - - in excess o 12 ton and having track pressures of T F 'p\ eight psi or greater shall require two feet of cover TF 184.0 t 184. ! IIIII II unless the cover is I than two feet. In no 1 TYP ff 183.6 $ Coss all equ en operating in excess of the deal I 1 �I� 1� III 'S20 c«n S21 >a to be permitted over the culvert unless 6 "x8 "DF y POST II III II Any additional fill and subsequent excavation required t o provide this minimum cover shall be made at no a 1 / additional cost to the project As as precaution inst introducing unbalanced streams In culvert ond� Is, the bac S1 al be 1 - -- — -- -.- - - - - - - - - -- - -- ? - - -- — -. - -- 1 / 1 powd and c ompact ed to within two feet of the some 17' 11' 10' 4.8" 10' 7' 8' 28'1 8.5' I 12' 15' 1 12' .11 elevation on both sides of the culvert and wingwalls before - ` proceeding to the next layer. H =4' H =11' H =11 H =8' H =4' H =5' H =9I' H =12' i =12 ' H=8' H =4' � in front of i win g w e p shill be carried to H= 8 » » ground lines shown in the plane. DF INL T WINGWALL PROFILE OUTLET WI PROFILE LE RAILING 07/8" CARRIAGE BOLTS SCALE: HO R IZ. 1" 10 SEE SHEET 8 FOR SCALE: ORIZ. 1 10' 1/2" CLEAR (4 PER RAIL jOINT) " f COUNTERSINK BOLTS VERT. I = 10 I CON /SPAN' PLAN ViEW ERT. 1 = 10 6" x 8" DF GUARD RAIL JOINT PLAN VIEW 1 1LIN1 1 - - - - -----_ -- ----- - — --I 1 / CLEAR II ,N 6" x 8" DF POST 6" x 8" DF RAILING 6" x 8" DF RAILING 6" x 8" DF P ST 1 -1 s " 1 4 1 13 16•I + "I ! 8' I 141 --__— OI --- : I I COUNTERSINK BOLTS•- ! COUNTERSINK BOLTS — 4.8' 10' T - t I I _ _ - - - t ! PL 6" x 3/8" x 8 (MOD M -36) N I — — • 41 , ' N I 3 1 /4- 111�4II 6" x 8" DF ' 90'0'0" NII " I —J -- — 2 X I 3 1 /2 0 — _ POST \� INLET WINGWALL PLAN VIEW I � / s• x 4• x 1/2" x s" ! -- --_ ' �� ft/T io of 24'1'26" • ��\v�j� \Y�����\"��\\\ ! 6 • \\�� �\` r I FORM GUARD RAIL FOOTING ! �� MODIFIED » SDRSP M -36 WINGWALL FOOTING TYP ( ) ELEVATION I MONOLITHIC WITH CURB AND I I('QII .+12 : % /�, L 6 x 4 1/2 X V-2 12 — L — — — Ji (NO PLATE) I / �/ VARIES I GUTTER; 12" MIN THICKNESS ELEVATION ��� --- - - - - --4 \ WINGWALL ELEVATION DETAIL "A" DETAIL "B" GUARD RAIL JOINTS N TS N TS ' WHERE CLEARANCE TO TOP OF CONCRETE POST CLEARANCE OF LESS THAN S -6" TO TOP OF CONCRETE ARCH NTS ti ARCH IS LESS THAN S -6" USE DETAIL "B" RIGHT — M -___ -- WOOD GUARD RAIL DETAILS SDRSD MODIFIED M -31 AND M -36 N � PRIVATE CONTRACT \ 6 CITY OF ENCMBTAS > N 12' 15 12' DUDEK do ASSOCIATES IN C. ENGINEER OF WORK: �S 10IMVEMENT PLANS FOR: W5 Third Street- ZndWtu, CA 92024 DATE LSD iv O FESsf (619) 942 -5147 GUARD RAIL AND WINGWALL DETAILS n Ili CA RA OND L. MARTIN R.C.E. 48670 EXP. 6 -30 -00 \1 TM CON /SPAN CONSTRUCTION NOTES 8.5 9 No. eecr tion D Approved Date TRACT NO. 4400 * NEB * Description COUNTY BENCH MARK / O.C. 0073 APPROVALS CHIS_ SO_ IN TOP OF HFADWALL OUTLET WINGWALL PLAN VIEW C�� Location RANCHO SANTA FE RD. NORTE ac 1 EC 01 M°i°m APPRO1�D H N err. er: m Record From COUNTY OF SAN DIEGO VERTICAL CONTROL Elevation 119.476 Dotum U_S_C_ & G_S_ DAIS oAh FILE NO. DWG. NO. 88001PPE.DWG L.otJE > iC -�G1t_ �catc.� 3-'1" LL TYPE 'WAND 7 /g CARRIAGE 6 x22 e I B AILING l W/ NUT # WASHERS V2. CLEAR BOLT WjNEX NUT QF (4 PER RAIL JOINT) MoD /f /ED DESIGN FOR: (2 PER Po5T) i_ � I o O SDRSD G-Z MD/>iCiED ZS� CURBANO fUTSTEEL 1 GUTTER SOIL WE16WTl 125 PCF WA5NE2 - 6 "X8" D.F RAILING Fb SOIL 2000 PSF = - Q G "X 12" D F BLOCK .57DB11 -53 ACTIVE 601L PRESSURE =60PSF /FT PASSIVE 501L PRESSURE = 120 P5P5/:FT FRICTION COEFFICIENT = 0.30 _ I O O ROCK �� /r/ - _` CONCRETE : WC • P1250 PSI FACING � � REINFORCEMEN T: FY• 60,000 P61 f / INGWALL ALL DIMENSIONS AND f f�N /5N N o FLAT PLATE I �� I' EINFORGEMENT PER �eADE WAyNER(TYP) fj/ylSy C�RRLL� GA RANS 5TR D84, ,7, /i1 w1m ELEVATION c, a 2 A5 MODI D HEREON. I 12 "X 4' D. F. Po ST G' O.C. Of 7�8' CARRIAGE BOLT5 - -- �i= I' I'Z" J " " p���� W/ HEX NUT � WASHERS 1 r} CRC/SNEO RwAr 9` DESIG " N " �Yb'= f449lSNERb ( PER RAIL JOINT) TO BE PLi9LE0 ` .4EAR:. st4816' II PER 80/1-8 ,5E9�: 5' ' REPORT 7 10 Op II G "X12" D.F BLOCK —�' W 4 ' 6 " 6 ' 6 '. $ . 3 .. 12'6" 4� -Pes�� �I --- -•- _- W K 2'q 11 3 ' 0 " 310 " 2 � � ' �yr8! EpµT+l'1 I I II "d "BARS x5018 •6012" s$012" 104 !41, iiobe � A bTS C 2 44" . . SECTON A -A -� - V2" CLEAR NOTE: "d" BARS NOT SHOWN IN 5KETC4, WINGtWALL DETAILS F012 CALTRANS 5TR D $4 FOR LOCATION �t SIDE VIEW ELEVATION Allow NO SCALE 13AR 51ZE ANO SPACING PER CALTRAN5 G UARD VIEW STANDARD D 84. Gl1ARD RAIL UFTAIL GUARDRAIL JOINTS NO SCALE 2 ALL TIMBER SI.IALL BE SELECT STRUCTURAL GRADE NO SCALE V C4 IPR STRUCTUR i N h o k 'o v �n j i 3'M/N. V z 6-Lev. t2 w TOP � Ig OF R0.9D �` Z.4' 'TYP. � LL 189.0 EXISTING PROPOSED \ q - \ GROUND AT FILL AT FACE FILL AT 89.0 EXI5TING y / � � 0 �' LL FACE OF WALL OF WALL FACE OF S GROUND AT 0 2 ( /i,�,�s \� w t.- 7YP M� WALL rA LL FACE OF WALL — LL K LL h y�' u1 I •� IIZ ` 9�d" 5'D" PS =O" EVATIO INLE �t (TYP) NO 5 NO SCALE ' 11 • �'' 15p „ S ELEVATION: OUTLET I BOX CULVERT WINGWALL5 DESIGN 11'0 . I I' TYPE "B" PER CALTRAN5 STD. Dg4. N'= 10' 'H =7' N'•5' NO SCALE 2 FOOTING DIMENSIONS TO BE ' y MODIFIED PER 5TRUCrURALANALY5l5. Lt 3 SEE SECTION A -A FOR FOOTING \ - 12 0 S 10 1 9 0 9 0 PIMEN51ON5 AND REINFORCEMENL _ 1. DESIGN SIGN DESIG DESIG 4 ALL EXPOSED SURFACES 5NALL BE PLAN VI INLET SIDE ` ( "k ^ ' 7' V. 10 'u " ^8 N' � ROCK FACE WITH STUCCO STONE � DUUEK � 1 PROOUCT5 LAKE TAHOE. RIVER S N LE Q ROCK BLEND. PREPARE SURFACE `tZ�s- Q�QFESSIO ASSOCIATES, INC. I� I T I 1 8.5 I RERS DE51 605 Third • Encinttas, ' 6N -'� PER MANUFACTU ` 37 i9" SpECIFIGATIONS. ' `- � �dli Street 92024 ppIVATE CONTRACT " H" = lo' 5 c ' (619) 942 -5147 ___ � \ I Oe STEEL LAYOUT U`JE DA °T NO 048870 �= T SHEET CITY OF ENCINITAS M 8 Foe Dal,. � >< .2 Qce cuw E1ZT' , o �� "" 7O WEEP � 'Ar e k 6 AN VIEW: OUTLET SIDE I xp.0830li6 -_ - s Ts �-_ GAL. f2AN�j 6 PLAN 17-81 � Z T�� `� • _DATE 1 W i N G WA L L DETAILS V'9TF CIVI \E MoND L. MARTIN R.CE. 48670 M ROVEMENT PLAN FOR: ENGINEER O F WORK ' OF CI►L [XP rr3o - N E JACK ROAD 0 ~-- • 'CItY KPP'ROVE CHA ., � . bEIVCH MAIRK ,... _...� .- ...,^.,_. . . y + Z` ENGINEERING ASSOCIATES N.. Owcryoom Agrovw by Dm a s �S. T sso w.a vru rv+r m CHAn/GE E•O.6�• DESCRIPTION SAN V4W COUNTY BENCI MARK # O.C. 0073 -CN15 cn �rm•a•e � /- E - wo'k t ' p SQUARE TOP OF�1�QJ/dAldr I ROBERT A.OWARREN r� Z M.ro« c.M «. Vista Cwn«,.. I C Sk CITY ENGINEER — TA r, c E 41071 C i * , azoes Pnmv (m) xss•xso (// A�P.701G, L pp RCY /SE I✓1n/Crt✓/�CG sr.¢. LOCATI P�� NORSE Ate- Q - w sY ��'•' ' / r. [r 4107$ -Z. '' �► L� VOID 5+(E�j REPLACED L�,q /�. RANGkO S ANTA_A� 1 / Lai R ROBOTTA R.C.E. NO. DATE �` NEW 8µT (p p ;���� RECORD FROM:�uNTY -_W_5� DIEGO VER CONTRO � ,-- o..._ _ FILE N °- 9050 1 = Lax ELEVATION:-LA4 OATUM..U-y_C,-C-G 5.__. _._ -__— - -- � Dav - -- T. 4400 MI W � DESIGNED BY:_DRAN BY:— CHECKED BY: ` - -- -. -J z FILE N0. gip _p j _- - --- - - - - -- -= --- - - - - -- -- ---- - - - --- ------ - - - - -- --- _------------------------ - -- - -- - - - - - - - - -- - - ----------- - - - - -- - -- -- - - - - ---- ---- - - - - -- - -- - - - - -- - - - - -- - - - -- - - -- - -- -- - - -- - - - -- - - - - - - -- -- - - - -- -- -- - - - - - -- -- - - - - -- -- --------------- - - - - -- ------------------------------=--- - - - - -- _ _ - - -- - - - -- - - - -- - - -- - - -- - - - - - -- -- - -- - - - - - -- - - - - -- - __-------- - - - - -- ---------- - - - - -- - ------- - - - - -- --- - - - - -- - ------ - - - - -- - - - - _ ------------------------- — ---------- - - - - -- -- ----- - - - - -- zz- - — - ---- - -- - - — — ----- - - - - -- - - - - - -- - - - -- --- - - - - -- — -- - - - - - -- --- - - - - -- — - - -- --------- - - - - -- - - - - -- - - -__ —_ __ - - -- - - - -- — —_ — — _ — _ - - - - -- ------------------ - - - - -- — — _------- - -� —_— -------------_----------------------------- __ __'- ____- ___________ _______ =- _-- ___ ___________ - ________-- _- __________ - - ;1,x•.1 � # �hll� ___ -__ ------- --- --- - --- - - -- ----- - - - - -- - -- - - - -- -- - -- ------------------- - - - - -- - - -- MAI - -- - - - -- - _______----- - - - - -- - - -- --------------------------------- ___________ - -- - - -- , • ♦ i/ s• s s / I \ L� as t= t1 • � t YYT ��. •r i � ��i� ._�� � � ll_ • P A W // .I 4 'w Y I ► �� / ` il�w . . ' ,��. •.,�_- - �� ��•�, !Kj O/ -� �" • , '� P�.. , � `� � q� `�v�: � _ � w.. ��_�� � _ _'mss» % / ��s _ 4 � \ - Y - i 1 TO 44 low - J V A i iw sly �.�•�: I / / • • h ~ ., -I Al BL FL 194.60 EXISTING -- . i i- I }- - - - - -- .... ...... - - - - -- ._ .... 194.72 SEE SHEET 6 FOR ARCHITECTURAL 14' GROUND }} G.B. FL BACK OF CURB - t- t - - -- - - t- - -- -- - �- - _. _... _... 1.5' TREATMENT OF EXPOSED WINGWALL __- rt I _. _ ... ,. r . " I E T TOP OF I UAIRD RAIL TI G CURB - G.B. - - FACE OF € - + -- T -'. 2 9: LLB '• LLB 6 G -2 CURB 29; 1 -- t TrER 2 88 ff re)j WINGWALL 4 - - + -- -- 1 _ _ _ .,: EXISTING 1 f i CROSSFALL GROUND I I C/6 CL I B _ 1 - - - " : \ T - L _. t ,_ \ (SEE DETAILS �m • 3 AC OVER CIO FINISH GRADE SHEET 6 t 4 11 FL 194.8 ) - oo\ ,',. 6 CL II BASE LIP •. 6 CL II BASE �— ° I, ° u - ° «. 3 AC OVER LIP OF GUTTER \ oo po oo u;� - 0 4) o a ^ I NOTE: '• ` � , , FL 189.5 12„ W/ TRAFFIC GRATE BROOKS NO 1212 DRAIN BOX WI BROOKS NO 1212 DRAIN BOX NGWALL W/ TRAFFIC GRATE PRIOR TO FORMING CULVERT FOOTING, E "B" WANG ALL ER C TRAMS 0- 4 E E 4" PVC LOW FLOW DOWN SPOUT SECTION D —D CONTRACTOR SHALL INSTALL FRANCHISE SE SHEET 6 F DE All S N - SOFFIT » /� » UTILITIES PER SEPARATE DRAWING UNDER I - SECTION E -E D ETAI L A NTS THE CULVERT. # S ANE3 W $ j M NTS 20 OPENING 63 +24.73 RT. -- - + - -- -- -- - - - -- - „ . -- a NTS �w P N'x RISE 1 I TTTTTT �' J SEE SHEET 6 FOR Z o z p a . w ->- - - - -- - - _1 RGE. MOqN ED U) a Q" o_ (186.8 WINGWALL AND ° z zo _ 3 a p o °o J o_ LLJ a x t �- �-'r? a EXISTING GUARD RAIL DETAILS W U J iv o z x S Q w N c N sr ILL Eft • x I o ° U- W L) 2 i U CT I N NOTES T S R A 3 m °° o a J L) N M J 2 J 0 o X0: M o In � S RSD - 4 + - + ..._.. o a a Sri I- J o! \ o_ p w M Za - AT R - - - Q.... I L o rn vi p w O J a p (1 8 7.2 ) 0. p w J r` II + 1 - - C9 N Z U U ►L 3 W LO 1* O_ N {1 N O a U� II a p j J p o! a rn N I / \ _ U : 11 a CL m W 0 II II a N z OC9 m ; a U J - C7 U a O Z C9 z a. 0 -' U � 1 O t- z vi ORM GUARD RAIL FOOTING Z Z �I Z o N 3 p W ~o N m o - -- - + +- - - - - _ I ,ri U a U v1 0 m N m MONOLI C WITH CURB AND GUTTER Cr n o Z Q °m a M Z m Z �. 18, R _ " J Y M Z a_ ~ co 3 N O p C 7 p C9 Q O IY z = 00 U o m x W 06 U D_ I W a z U +I W m J M ^ Q Z- 4 C2 SEE TAIL B SHEET 6 � o N w N N w rn 1 T - m O O+f p C9 = W p \ C7 _ N Z Cn ►7 a IY tp Z + Z W p r t C ! I 0 U a o o + z W cn CONST SILL PER \ 0D i z w W r i o a,� x x+ N Q w m� w m ____. __ _ - - -- __ _} 0 z N - J SDRSD D -40 Co W W co � p w rn w Q co N w R/W -- t{�� fl 1 118 .314 E 1 IP I + Ix f to w M a m 3 ~ J M LIMIT OF GRADING U EDF WAL 8 s R I I R/W z D + m a ° z N O DODO TON RIP -RA O N O EX. 42 SYCAMORE V) + z m w D I DETJAIL BfLC?W ODOO 3.4 THICK J r� TO REMAIN i �O o G C I D D ) D �D R N HI e z so a cn D (ROUNDED) D co p � / O D DO D D D O O O ao O w a°o / O g O 10' CURB U u 2 eA 10' CURB WOOD GUARDR L �O O p D O OO D p p D D TRANS. TRANS. ( SHT DE D D D O D D O ^�� a O ^\ \ + p OPe I p D OD 0 O _ GRADI D D / 20'-0* S —s`� ' - -------- - - ---G HI p { � � - -- -` N N D _ _ OD - - - bt \ -0- _ f - _GE LINE 20' -0" Span x 6' -0" Rise - _ _ - Precast Culvert Unit 10' WOOD GUARD RAI Le L M- 1 a ^, .. " e - of Precast ADJUST MH AST 3 S LINE . _ _ ti _� y _ ADJUST MH TO GR a 'n >, g M '- 2. -8. .�;. 6.. 3 Culvert Unit TO GRADE ° III �� = _ �- � -'�_ -� �} EXISTING 60" E REMOVED + RCP'S TO B " 0 1 - -------- _._____�.._._ _ __ -- + _ _ _ 8" SEWER IN 18" CARRIER PIPE. �� o \ ��� 6� /- - _ _ _. z o.• NOt'26'19 "W 62 SEE CARDIFF SAN DIST DWG CS054 I - - -- " �,o " \ — ® • o o N #6x20' ® 12" t — ' " A 6% 1350 -D ( 12 CMLdcC SQL 1 1 w/ 1 FLANGE . INSIDEt I _ ?1 _ _ ` _ � � s �- - --�=- - x, ���• mo— RELOCATE EXIST FIRE HYDRANT � � ` 27.50-18 RCP O 00 Flow Line 12" CMLdcC WELDED STEEL WATER MAIN I{{._ TT�[�_ ____ _ _ - �oc}� "411 TO 63+75 AND REPLACE j EX. 12 ACP WATER LINE �:. }. t. .;, �;.. ,,. , •, X• C-4 I I 24" STEEL CA IER PPIPQFROIIF v OTE 63 +24.7318 CB OPENING WITH NEW VALVE f t ri FACE OF CURB I I STA 62 +73 TO TA 63+ S DETAIL A Reboundationown 4 0 18" J r - - -- I Detail Right #5x6 0 12 for clarity. u �s - -- — ih 5 - #4 Cont. Y 25' -0' + - - 21 MAX . -FL _ Each Side - - -- I ,. GRADING HINGE LINE W __ _ _ __ _ _ �� 9SS m f 63x. Q \ RAIL PER MOD M -31 10' CURB - - - _ - - - 1 TRANS. N SECTION 13-13 DETAIL i \— ✓ p (1�T - r 6 7 ^ 6 '~6 NTS NTS 10 CURB o r Q D ` LIMITS OF GRADING Q U \ AN S. O - 7 \\ F7ss.a - 0 ,�� 0 z DUDEK & 1- ,10N �I�2 �° O_ �'� o: Li a 21.6 7 r INC. Z � o z O o o_ ,ri o v J u7 U a M — N o A06 Third Street. Encinitas, CA 92024 Z a W � o_ p '. N, rn w 0 �. 819 942 -5147 m o o or F a _j Z w o! „' Z o: Y N' � - a N �et�o ( ) a N m a p 3 `.. , -�.. �� 0 p x m 11 ZJ a E,♦iw • E NEER OF WORK: Fn p z N n'/ p ►., II J w a a W a o /30/00 '� Z a a U o =Sri ;� o Y ` O � X. ,42 ¢AK 'ITO TO, REMAIN L6 U z 0- II U a m jr 2 r� U o! w a a ~ m N l� �6+. WIT#i. A 3 UNDIS ,AREA a 3 F? o! O . a I- � o - - L ! CIV11 DATE 21I 9Ci U 3 m C9 p a rn p u - I O U tis F \ ARAI D 8ASE _OF T$UW �' W U U m I N RA OND L. MARTIN R.C.E. 48670 c _ O �- S oD I ~ ° Q C7 O U m w Z N O _ a 5 �� , \ �� a �1 z r U z a 2'N6N a EXP. 6 - - t _ (D Z U .. w ° C7 1 \\\ 3 J 2 \\` J O U w 0 + D C� ? 3 -k6 To 6 Bottom L MgYAT� CONTRACT Z U O M a= U O a 7 3 W J #4 Ties E 4' -0' U a . Z V7 2 ' -6. M U I d LL p N 0 00 W � W p O 9 �. . Z + p N co Z N7 Z W N a I N r ao c� W 0 W W + m U o r1 z I m a 25'59 24 siE[r n N w °z Of a W o ° �` cn p N �9' EXISTING `r�s 0 W 0 4 � m W m z U CITY OF ENCMMTAS 8 CO n J Z o Q DRIVEWAY °z Q + CUT —OFF WALL SECTION `° m W ° "' 1 J 3 - �� o "' z SKEWED CON /SPAN UNIT NTS RADRpyEyaT PLANS FOR• -H a d O Z II °O p + � � + O O - N 3 ++ N W o a + c a z — - a M z NTS CULVERT DETAIL Is p o ° CID m 13 N p ° 3 t � o: LONE JACK ROAD 2 wm0 m Z0O(n vi0 +W a M CITY AMROV0 MUMS BENOi MARK „ ^ 1 w 0 w �A C SCALE Z i j No. Description Approved Date T HIM 4400 90M EX. 12 ACP WATER LINE U �n 0 10 0 10 20 m Description COUNTY BENCH MARK j O.C. 0073 APP�VALS = LOCATION TO BE VERIFIED BY N Z o ; m war - . C_E r�rs SO_ IN OF HEADWALL CONTRACTOR PRIOR TO EXCAVATION + Z Z m + ' ' I Location S -W. COR- EL CAMINO DEL NORTE do A Q a w N (IN FEET) R- RANCHO SANTA FE RD. _ 9Y BY. Record From COUNTY OF SAN DIEGO VERTICAL CONTROL 1 INCH 10 FT. DAM a Elevation 112 Datum 1 -R- • -S- FILE NO. DWG. NO. 86=P C.DWG 63 +06.29- 12RT. 194.66 T.C. _. i ? ? 194.66 T.C. 1 4 P M _fir _ r F LO L.P. FL - 194.15 TOP OF CO E CONCRETE ` 194.66 T.C. CURB Iu�QpIFID . TY 2A C R T,. ��4R1,� BARRI BARRIER " 1 t5 + - \�3 AC OVER PAR CAL7RAN STD. 1 ; 9 CL IL BASE 193.96 TG a TIOP OF WA L L TI } _ 8.. G-2- - - - - 8" G -2 YAtO�J + .4' dENTEtLINE 0 IbAD Al ELE FL 4.15 CURB CURB = 28 t 6 + 4.23 FL 194.10 ° 5 1 5 TOP OF 5x12 RCB X 14.1 2 % N z. I g 194.5 T I • _ N I - - - BARS 8 �" R '• T1(P 1 10 CROSSFALL FL 1 15 / 3" AC OVER zf Iv I ADD 2�4 BARS » - G-2 1 U o4 AROUND OPENING r j } SECTION D —D 6" CL R BASE TIE TO "o" & "g" BARS NTS 28" o o K ILL, a;Po b z3� �� } BROOKS 1218T6 CATCH BASIN "a" BARS SELECT SA u n �• f • ' . ° CO NCRETE DETAIL A BARRIER DETAIL B NO BOTTOM SECTION E —E 18" X 18" OPENING NTS PARKWAY GRATE NO. 1218 NTS TG - 193.96 .. -- PER D -22 63 +06.29 12' LT . RQCAINO �zux,'filc A5411A'R NTS OVER 18'x12" OPENING WITH b, i hp.T1 ' pep�RE�i"51 VCaOC MOUNT ON TOP OF RCB IIi�U 1!2 5 WIDE x 1 1/2" DEEP CL BOX C_ � . RT T F �'Ft��wMISEiRF"Pr<✓f I - 1SPlEC" A7Jt>Al RECESS ALL SIDES PER C L : AISi S O_ .; .. .. , .1 a I w (186.8 • w !, 6 h" ` r t t RW 1 Rfl� K EXISTING � j 4--- :D W J C Afi URFAC Ua OR OIL J W (1 87.2) r a J aQ w rn z° M � v `• - w a m �,a a a � rn cn Q p d 3 Q J J M -� 3 Y II U a I L +4 - z cn�+-' J _ a J w a � m O° N ��� (p O } 1J.�I, _ U O an d u a O U 11 J� <, o o w a ° 'n ^ .- a U� J J U m O .0 AMRIEK'.. 1 � . w Z� a Z Wam ~ M OJ F- O �C9 co a0 N — �M � m Q�.. o <��o o �� ° N wa �o� �° ���� �U= ao °� D 00 I RA +I rn 1 TON RIP-OAP O *° ° z O U rn o ° - o ad U° ,';� ° ziv ��il°n z m U ZD � + Z W ODO 1 T.E ao I U ao U O U O + ZX r7 Z O '') Z '� � 1 D Z D A D r j W Z co 00 + OU N p O W NW N QO cD tD W� t�W cp U 3 �Ia V7 <OmW M Wm ± Z w . - z w I cD n F � co cn `° °° _ _ co CUT OFF (0 W m R W I I_._.. -, f a , } .. i. -.- ± -. _�.. / - _ — — t } �. �W DODODODOD O. D DQ, I O D O D O DO DO D D DO o EX. 42" SYCAMORE - I F GRADING h 2 WATER 000000c)(300 1 TON RIP -RAP w TO REMAIN O .4' THICK (ROUNDED) p D O DOD cn 3 � D �... Cn I O DOD l CI O D QD I D p 10 CURB SA ax }- lJ O ° O O D ANS. �� 10 CURB D o, J o w D O - ~ � � TRANS. WOOD GUARDRAIL D D D D D D O O J O D OO N .w a �� J O DOOD DO n.._. -' „j ... H, .., . ,....... ® -- m n^ TYPE 25A CONCRETE BARRIER EXISTING 13' -7" (SEE DETAIL, SHT. 6) D ,O to v7� °�, D Coco -- (TYPICAL) p OD O GO Ki �D N'"i �v`� �ri'bO N= p DO , -� � ---- - - - - -- GRADING HINGE LIN PER CALTRANS STD. 611 -53 1 2' GROUND _ - \ " "' - - SEE DETAIL AT RIGHT 12" 7" 12' -0" y I N A _ y' TAL BEAM GU CONNECTION ROCKY 2% 1 2" I FL IS 0.34' BELOW ADJUST MH I I I 8 SEWER IN 18 RRI� PI _ - 6' CURB AN PER CALTRANS B11- ICAL) a � w,,.,,. _ _ - I I SEE CARDIFF SAN. &G. N6 C3054 "� FAC/NCI 1 _. • • (T RELOCATE VALVE � N ,•, -- � oD � Q. PROFILE TO GRADE _ C - - - . - - - - -- - - � �' EXISTING /3oTi�/ I N _ - - - --- -- -' __.._— _ _ _ ADJUST TO FINISHED I _4 I \ r �� �� _ 6 - - ADJU H GRADE _ _ _ _ 39'35'19" - - — \ f GROUND s /nE5 WINGWALL o N01 " W 6 2 - — - C - - - - -� - -\ — - - 9 la _ '� `. < � 63 +44.97 B.C. \ (SEE DETAILS r 2.OX � � I. 179.60 I A6 \ FINISH GRADE SHEET 6) \ y fS G 601 R.C.P. S I '"RELOCATE EXIST FIRE HYDRANT I X. ACP WATER LINE o/1�ir 6 L - — T N INSTALL WARNING �, o , ` ✓ BE EMQVED _ - -1 - - TO 63 +75 I L TO BE VERIFIED BY /voTCN r - CON C PRIOR TO EXCAVATION N FACE OF CURB--, SIGN TYPE "P" \ ®� w ~Q k I = POUR GUTTER PER TYPE Q ^ _ _ _ _ _ o o ° RCB PARAPET EXTENSION 'G CURB G -2 MIONOLITK — N O� w . OR D -84 RETAINING WALL CURB ( G-2) _ . " W/ CONCRETE BARRIER GRADING HINGE LINE -- -- �� / /����_ . ♦ D D ° MAX 10' CURB NTS OR USE DOWEL _ _ _ _ _ _ _ s O D w SE CT ION B B NOTE: REINFORCEMENT PER STD DWGS� AS S _ '~` O TRANS. S W [�- ° N I- 'O A / S'�• DETAIL LOCATION 19 7.5 F •� R/W — — D ° r roP _ ��` TYPE 25 -A CONCRETE BA IER 10' CURB / S G IMITS 'OF iaa.$) z ( R Y A P N . `mss �� yo° ° aADING ' 't� F DUDEK & X q 2 To€ ASSOCIATES, � Street INC. V) w �Ss �Pi�C.�QF - 1 TaN RIP RAP mm ° to U s 606 r -Encinitas, CA 92024 ° +I .��" kf `�9 4' ROUNDED f o o 0 Z O M m m r ��' i / �'G�� ���, ) z (619) 942 -5147 F v ° ° ° ° �`' x mo I , \ �� / P y , u l * � * WORK. ' 0 0 a C) z J w JV J w ,� I f �',Q �X. 4� flA}h. T'Rq IO REMAIN U : a _ Ic �A- Crv►� DAIS �� S fr J I a O U r) \ �3 VIRT] i A 3' [S o c� M 0 v N m ° 3 °° 0 3 a / � �� AROb1VD�8A � �_ AREA <'I e. Nib L MIAR1Ni R.C.E 4!670 Q c� �, GRAPHIC SCALE dr. s-aa -� M m a° a� rn w a o ;� N, z., t4 z PRIVATE CONTRACT n U ad ad Z II a - ? _ ° v7 a J� 3 0, Z ° + o N r i w 10 0 10 20 3 E[r 06 0 �f W W a 1 m w N Q N a d m° °' a w a !� l w c� 7 w' m CITY OF ENCMNTAS " N WO + ZwwZ N ZW E (L 0U Wa p 3 2 W Z Cr M m ':`1� ;� . m � IN FEET) 8 n �p cp w m m a W m C tl a +I w x. Y N O F- 2 . w W_ J F- U m C� 0i Z N a O m 0 N m O J O J N W' d F- O O _ 1 INCH = 10 FT. T PLANS FOR: o a O F- �U �a Zakn '= w} Z 3 ~gym Z CO � 0 �� ° I a Z `° ULVERT DETAIL s mn �za W o \ + 3 + + w + a; + ozoc� 1aNE J K Z 3 -H UUW� N W N W r') w M ►� r7 ZQZ W _ a w F O r j m N m N w m co W w m CITY APPROVED CHAN MARK TRACT NO. X400 co 6 � J Z a I Description COUNTY BENCH MARK # O.C. 0073 + O x U + a_ Z a U + No. Description Approved Dote Z N 1 O a N w O o z N N EXISTING 12 `° LL_ w `° U a a `° DRIVEWAY v MT CHIS_ SO_ IN TOP OF HEADWALL Location S.W- COR_ EL CAMINO DEL NORTE Ac �00D N = 1 RANCHO SANTA FE RD. a _. er �.�+.. / 200.0 FL > • Record From n Elevation 119.476 Datum U_S_C_ G_S_ COUNTY OF SAN DIEGO VERTICAL CONTROL Ac p►g S"t1 -9L Doh. V FILE NO. DWG. NO. MWIllil G