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1989-9594 R (Plans) N AL N WORK TO BE DONE: 1. A PERMIT SHALL BE OBTAINED FROM THE U .Vdl` CMIIW AS%gr W&v IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKSISTANDARD SPECI- ?. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH f r WaDNISION BOUNDARY FICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF CITY STANDARDS AND AS APPROVED BY THE CITY ENGINEER. _ SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. T 3. APPROVAL OF THESE IMPROVEMENT AS SHOWN DOES NOT CONSTITUTE \ "5TR TR1 T A MIL I 1 PlDE9TRIIW I E1U6T. S' APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. EASEMENT EADEMlNT � IMPROVEMENTS STD. DWG. SYMBOL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE 1 '�' BRANM 7MO 7 CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, ao l I MCMI[BE41. 46 REMOVAL OF EXISTING A.C. PAVEMENT ...................... • ..... - CURB, CROSS GUTTER AND PAVING. 2 S ITE I S. THE EX/STLNCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES \ \ 1 i oc^ f r �� �� It OF SUBGRADE A A.C. PAVING SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE R F .► i \ 1 (SEE TYPICAL SECTION NOTE 2) .................. ............. RECORDS. TO THE BEST OF OUR KNOWL EDGE, THERE ARE NO OTHER EX /STING \ �'a� ►'� ~ ti 4+ ) 6" TYPE 'G' CURB .............. ..................G- 2......... FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REOU/RED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY �` LONE l� , ROLLED CURB AND GUTTER (SEE DETAIL ON SHEET 2)..G- 4.......... EXISTING FACILITY SHOWN HEREON AND ANY OTHER. WHICH IS NOT OF EL CAMNIO DEL T )I I RECORD OR NOT SHOWN ON THESE PLANS. 3 ��' / �F,� o CROSS GUTTER ..... ............................... G -12 ......... . 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE NM DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO \ ev .1 on STREET NAME SIGNS ...................... ......... DS- 13........ n CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 2 EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES �fL� 4 9 t I (w111LB) VICINITY MA P SEWER MAIN .................. ........S 4.......... SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX /STING / O O NO SCALE 4" SEWER LATERAL. FACILITIES. SC ALE t 1'� 100 �c� / oc ............... . .............. s- 13.s- 1a.... __ —_@ 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 3 ELECTRIC COMPANY A 3 CONCRETE MANHOLE . ............................... S- 17......... O PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ` COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. CURB INLET TYPE ' B' ............................. D- 2.......... NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ~e TYPE 'B' HEADWALL ............. ..................D- 32......... - - - -� "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL LEGEND = I - - -- CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN K INDICATES SHEET NUMBER 8 t 1 110011101101011115 E DIEGO GAS& ELECTRIC COMPANY. ® a 42 .. 1 AMT RIP - RAP ......................................... D- 40......... TELEPHONE: 235 = 12 "PV.C. C/L FIRE HYDRANT INDICATESFIRE HYDRANT' I _ -A '1 � � STORM DRAIN ................... ..................D -60......... - -� 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR •o• - - - -- TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS 200 1 10 PISIIKTE " RC' 1 PRIVATE DRIVE CURB OUTLET TYPE ' A' D- 25........ . �� INDICATES BLOCK NUMBER WORK WITH COMPANY REPRESENTATIVES. E '10' 34 ' NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE sa ss INDICATES STORM DRAIN RMI(T•PwAT C / L TWO SIDED BLUE REFLECTIVE MARKERS ............................ M RK "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND W POOR ft VA s APPURTENANCES CON TACT THE PACIFIC TEL fPHON £COMPANY. __INDICATES PROPOSED SEWER MAIN = 1 a s li' li' 11.11' •' GUARD POST W /TYPE N MARKER ....................... D- 9.......... TELEPHONE: 1"422-4133. 0 . 4 1 � O N I 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE - -- INDICATES PROPOSED HATER MAIN 5 6 T 1 1 = STREET SURVEY MONUMENT ...........................M -10 ........ A UTILITY AGENCIES, ADV ISE THEM OF THE PROPOSED IMPROVEMENTS, AND t I EVATION S BEAR THE COST OF RELOCATIONS, IF NEEDED. � INDICATES SUBDIVISION BOUNDARY 1II ?,•, OIL PROFILE 2% 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 1 M' At 2t ?1 f- M' INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT ���.INDICATES DRAINAGE FLOW SMMI �� lLDIRI ON TELEPHONE: 4M -0241 + STREET NAME SIGN. PLLUI ►� J ?' PLAN BUBOgISION BOONDARY II. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON ROLLED CUM v A.C. OV�t 4" A.B.CLJ106I►EII. OLLED CUR• THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED (6119 DETAIL AND/OR'Im SOILS ( 8 12 DETAIL WATER IMPROVEMENTS PER OLIVENNAIN M.W.D. WITHIN THE DEDICATED RIGHT -DF -WAY, OR WITHIN EASEMENTS DEDICATED ON SHEET 2) E alD 'B Fam" WND&TION ON SHEET 2) TO THE CITY Or OKWITAS• I NDEX KEY A SPECIFICATIONS AND/OR STANDARD DRAWINGS CONSTRUCTION OF WATER POLYVINYL^.1ILORIDE MATER ................. 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES AR! SAJOTA FE VISTA COURT - TYPICAL SECTION MAINS, SIZE AND CUM AS NOTED �v�� i 13. OU FOR INFORMATION PRIVATE STREET -NO SCALE CONSTRUCTION OF GATE VALVE ASSEMBLY ........................... ONLY. CITY CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR, THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY ......................... DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. _ C/L FIRE NTDRANT PROPOSED rROros[oR /w s o , R/W CONSTRUCTION Ol BLOW-OFF ASSEMBLY ............................. E 14. PRIVATE ROAD STRUCTURAL SECTION SISALS BE A MINIMUM OF 3" OF ASPHALT CONCRETE OVER 4' OF APPROVAL BASE. (AN CONSTRUCTION OF MANUAL AIR RELEASE ASSEMBLY ................... CHARGE XIST EQUIVALENT STRUCTURAL SECTION MAY BE APPROVED BY THE CITY DECLARATION OF RESPONSIBLE . R /W C/L EXIST.R /W CONSTRUCTION OF * P /0 X P/0 X FLANGE ........................... OF 201 AND DESIGNED TO DRAIN THE SURFACE WATER PROPERLY. ENGINEER. GRADES SHALL BE A MINIMUM OF .51 AND A MAXIMUM I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 10' 10' TEE W \FLANGE VALVE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE SHALL BE INSPECTED AND CERTIFIED BY THE CITY ENGINEER. ADEQUACY OF THE STRUCTURAL SECTION AND SURFACE DRAINAGE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND T' CONSTRUCTION O! ALL P/O TEE......:. .......... '•" .. '• ........ PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT THE CITY ENGINEERS OFFICE (TEL: L: 61 9 - 944 --944-5077 0) AND SHALL STANDARDS. t , ELEVATION SHOWN 1 ELEVATION 9MOwN CONSTRUCTION OF REDUCER ........ ............................... —� 15. THE CONTRACTOR SHALL REQUEST A I MEETING FROM / EL ATIO EL PROFILE 61 PROVIDE A MINIMUM OF 48 HOURS OF ADVANCE NOTICE FOR SUCH A I UNDERSTAND THAT THE CHECK OF PROJECT DPAWINGS AND =; 3 M, CONSTRUCTION OF CAP ASSEMBLY ... ............................... ___♦ MEETING. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW � ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY tit '� •. r .,.•. r•: •�•: 1•- r.. .•, , ,• ,: ; ?. CONSTRUCTION OF WATER SERVICE .. ............................... i'•. .••.. .. ''. i.. :. RESPONSIDILITIES FOR PROJECT DESIGN. CONSTRUCTION OF WATER SAMPLE POINT ............................ JP ENGINEERING, INC. pR�SS ON ROLLED CUM 4' A.C. OVER •' AB•CLJrl9EMNL �OIwiMET1M1 qi AND /OR PER SOILS ROLLED CUR• (SEt DETAIL 8361 VICKERS STREET, SUITE 205 �?� 4 ON SHEET 2) SEE NOT II�'S RECOMMEMOATNNI O (SEE DETAIL SHEET t) "P /O - PUSH -ON OR MECHANICAL JOINT SAN DIEGO, CA 92111 �' 'r c. (619) 569 -7377 v �� BY: �O� 2_ � DATE: 6 ^Z� f0 +`' �g� LONE JACK ROAD - TYPICAL SECTION JORGE H. PALACIOS, RCE 32031 NO SCALE MY REGISTRATION EXPIRES DECEMBER 31, 1992 J 9, F Q�P STA 10+35.43 TO STA 17 +71.19 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. I CERTIFY THAT THE PRIVATE ROAD IMPROVEIftNTS AS SHOWN ON THIS LEGAL DESCRIPTION IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE REGISTERED CIVIL ENGINEER MAKE, SUCH CHANGES, ALTERATIONS OR OF APPROVAL !O TM 99 -209 AND THE STANDARD PORTION OF LOT 18 OF THE SUBDIVISION OF THE RANCHO LAS ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS FOR PRIVATE STREETS. ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 848, OF THE IMPROVEMENTS. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO I FURTHER AGREE TO COMMENCE FORK ON ANY IMPROVEMENTS SHOWN ON COUNTY, JUNE 27, 1898. THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH FORK J.H. PAIAcIOS R.C.E. 32031 DATE ZONE ACTIVELY ON EVERY NORMAL FORKING DAY UNTIL COMPLETED, RR -2 IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS v THIS PROJECT OR UNDER MY CONTR AS BUILT Z SITE ADDRESS A WEST AND EAST SIDE OF LONE JACK ROAD, SOUTH OF CRYSTAL RIDGE ROAD, OLIVENIIAIN -7 -946 BY: OWNER: ENGINEER, R.C.E. DATE J.H. LACIOS CE 32031 D Alt (' MCNAEL A.BALEN Elm DATE O. M.WQ P 17 }IAN JP ENGINEERING, INC. _ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ADDRESS: MANCHESTER VENUE NO DGlhGIt1PT1011 ATK.d1' DJkTG 619 569 -7377 (� RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL 1 S, 1 lkl%LXATI� 011A UK MAIN lzlft W PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY ASSESSOR'S PARCEL: U4- 142 -07 SEWER AGENCY • Wti CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: CARDIFF SAINTATIONOKT OUVENHAIN MUNICIPAL WATER DISTRICT. 8- 793 AS - BVIL7 Z_o AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CONSTRUCTION CHANGE 1Q 2 WATER WORKS APPROVAL • Al L - MATER loci 419 OWNER AND ENGINEER HARMLESS FROM ANY AND ALI, A BOY ENGINEERING CORPORATION / K t- -90 CITY CGIMECTIOM Bn LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE �' LE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR I . � COrmitkiq ElL91LLOef N• SATE BV DESCRIPTION N AT! DESCRIPTION LIABILITY ARISING FROM THE SOLE. NEGLIGENCE OF THE OWNER OR APPROVEOEY; �"'- BA -SDI -430 -0) lM N EL OF WORE: TILE CBS£ s THE ENGINEER. W JP ENGINEERINGIINC. BY: Cif %�a� DATE: 19 -204Z WARREN SHIkFER,D15TKIC MXNA6ER C. : Issu I -J 0hTIr JOG NUMBLII I � II � IIII IR � 19"9 a V J.H. PALACIOS, RCE 32031 DATE: NN VICKSMST MTNNTS A MN SMSO.CA *11111 �- a1.1 -73n PR P RATION AND REVI ION LOG REVISIONS APPROVED DATE REFERENCES DATE MAW SCALE AMPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N I REVISE WATER MAIKALIGNMENT MRxD WITH _ 7 9 — IN APPROVED PLANS PREPARED UNDER SUPERVISION OF RECOMM ED AP OVED IMPROVEMENT PLAN'POR: TM N -20! IN KEY MAP TI : SW 17A' Er. MIND DEL NORTE. N A DATE �O "Z / - f I `� J B - e BY: IS TRATFOW ESTATES " % -R Ago LOT LINEiIOENSMLAB7BSIIKNT9 i RHO SANTA RO W AID SANTA FE It HORIZONTAL BY: IN KEY MAP � W, CA "� R.C.E. NO.. 490.1 0 O CS 139 AS -BUILT - L• VERTICAL ��A G /90 ENGINEER DATE: 10 DATE: (0.3.14 CITY OF ENCINITAS TRACT Sa -ZS>➢ ELEVATICN: 11 .476 : U.S. .A G.S DATE J.N. PALACIOS EXP. 12-31 -•2 R.C.E. R.C.E. VI'VL' WORK PROJECT NO. r SHEET OF FU U NO. E C/L SEWER LATERAL DATA CARDIFF �SANITATION DISTRICT vA OLIVENNAIN MUNICIPAL WATER DISTRICT LOT CURL ITV tuts. T V i . N111 MAIN REMARK vARIES . I ` 8 SEWER NOTES WATER NOTES NO. "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER WORKS SHALL BS CONSTRUCTED IN ACCORDANCE WITH THF, SHowl ON F (STATION DEC}SMBER, 1987 STANDARDS OF THE OLIVRNHAIN MblkiCIPAL WATER ONO ON PROFILE I + SPECIFICATION FOS PUBLIC WORKS CONSTRUCTION, 1985 EDITION, + THE 1979 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE DISTRICT. CONTRACTOR SHALL HAVE A COPY OF ThE STANDARD I 20'! 7 4 1 1 STANDARD SPE IFICATIONS FOR PUBLIC WORK CONSTRUCTION, SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 1< EXMT, ROADWAr =% + + ADOPTED BY IJE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." 2. NO WORK MAY BEGIN OR PROCEED WITH 15 + OUT DIRECTION OF DISTRICTS • ., 6 3 0-W 1 + INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN '.•• 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS ADVANCE OF WORK. 1 1 +1 1G+97 OTHERWISE SHOWN. i IST. A.C. 1 + 1 3. WHERE ELEVATIONS AND GRADES ANN NOT DROWN ON THE WATER MAIN FULL STRUCTURAL 2. PIPE AND BEDDING CONDITIONS PROFILE, TOP OF PIPE'PAOFILE 13 48- INCHES BELOW CENTER LINE SECTION STRUCTURAL NOT[ 2 FINISH GRADE OF STREET. A. ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 -INCH CRUSHED ROCK BENEATH THE PIPE. 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO SACK LOT. METER TO BE LOCATED 5 -FEET PAM A SIDE LOT LINE AND /OR OUT OF LONE JACK ROAD-TYPICAL SECTION B. V:C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM DRIVEWAY. A 3/4 -INCH HIGH LETTER 'W' SHALL BE CHISELED IN OF PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER STA 10+110 TO STA 1"S SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE SERVICE CROSSINGS. NO SCALE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BOTTOM OF PIPE TO (6) INCHES MINIMUM ABOVE THE BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. P/L 2 P L PIPE SHALL BE 3/4" CRUSHED ROCK. A.H.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL GRADES ARE 11 OR GREATER. BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF C/L EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. l . M l • 2 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF VARMS VARIES SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL ANY SHUTDOWN. BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR ELEVATION PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS SHOWN BY THE ENGINEER. FOR HIGH - LINING TEMPORARY SERVICES, ect., PRIOR TO ON PROFILE : SHUTDOWNS. 2t MUM _ 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD 1% RMOWAY 2>< NO. S+17. PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR 8. LINE VALVES, WHERE REQUIRED, AT STREET INTERSECTIONS SHALL ♦ '~� t.� USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -MAY APZAOVAL. WHENEVER POSSIBLE. •' A.C. BERM REMOVE EXIST. A.C. A REPLACE 9 FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, TrPE•A' PER WITH P ULL S TRUCTURAL SEC TION . 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO S 5 -13 AND 5 -14. LATERALS SHALL NOT DISCHARGE ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE RED 0 -6 PER NOTE 2 DIRECTLY INTO MANHOLE. DISTRICT. 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH OSHA. LONE JACK ROAD - TYPICAL SECTION 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, STA 0 +85.0 0 TO STA 10+0 5.03 NO. 5 -10, TYPE A. SHALL BE SUBMITTED TO SHE DISTRICT PRIOR TO CONSTRUCTION. NO SCALE 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42- 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, i.e.; INCH MINIMUM COVER. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS C/L SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY V 12 MIN. I It MIN. ' 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER CROSSINGS, OR UTILITIES WITHIN to -FEET OF PROPOSED WATER CRY {TAL VARIES I VARIES LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. R11St 1 ACCEPTANCE OF WORK. BOAC 12. ALL WATER SERVICES FOR IRRIGATION, AND COMMERCIAL OR ELEVATION 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW SNOSIN BY THE DISTRICT ENGINEER IN WRITING PRIOR TO PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METE*. ON PROFILE I ACCEPTANCE FOR PUBLIC USE. I Wt 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH 2• Y 2>< 10. FILL AREAS MUST BE COMPACTED TO 901 PRIOR TO PIPE THE PROCEDURES IN TEE STANDARD SPECIFICATIONS. THE CLASS OF 1, INSTALLATION. PIPE SHALL BE USED AS TEE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. • • '' 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION BUTTERFLY VALVES SHALL BE DRIP -TIGHT AT 200 PSI MINIMUM. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO REMOVE EXIST. A.C. REPLACE WITH ARRANGE FOR INSPECTION 0! PROJECT. 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE FULL STRUCTURAL WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON SECTION PER NOT[ 2 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL INSTALLATION OF VALVES. WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY.TKE OWNER AND SHALL REPAIR 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY THE STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO LONE JACK ROAD-TYPICAL SECTION OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT THE PRECONSTRUCTION MEETING WITH TEE DISTRICT'S INSPECTOR. $ A'17 +7l.! ! T T �► MAY PROVE DETECTIVE IN WORKMANSHIP AND /OR MATERIALS NO SCALE WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY 3.2, . WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. _ 1 LSVATION PT. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY �FROSLE TEMP MILINE R TIER DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION AS REQ'D. \ \ FN WITHIN EXISTING COUNTY RIGHT -OP -WAY. (BY CONTR.) 3 -6- 14. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL r ;K ,-0' 2 -0• . �' " •R ACCEPTANCE OF THE WORK. 15 +95 1.3. RD. S P.Y. C. - CL. 150 , /: 3 5 /4' P 1 I . ' 10 + 15 S.F. VISTA CT. I . i � ' • • • • 0 .7 « 15. THE DEVELOPER M 8"FLG X M MAY BE REQUIRED TO GRADE AN ACCESS ROAD c4ATEVALVE •'` • � GUTTER " TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN "EMP CLOSED) CONIC. 2 „ /,• " \ 4 J ' •R ' �. �. EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. T.B. b 2' -••R •':• `. CURS 16. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER �, 8 PVC- CL.150 P.O B.O.ASSy. WEATENE0 ►LA e SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY yp � NOTE: TRANSITION MAY tt WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC CAP.ASSy. �'j: 4. :•••.:; �: -; i'. :1 ��.:►; •.!;..,'� ••A! IN TITTER CURS RETURN . SEWER LINES INCLUDING SEWER LATERALS LOCATED IN IN SECTI (� PUBLIC RIGHT -OF -WAY. A- CONC. r.a. DETAIL OF HORIZONTAL CURB TRANSITION Z ALE - NO SC DETAIL 1 CURB AREA • N.T.S. :. :s a. FT.) Z *IF P.R.S. (BY OTHERS) IS NOT COMPLETED CONSTR it -L I NE' M AY D BE P.V C. T E O BE CLASS 200 NoTTS I CONCRETE SMALL at S20 -C - 2500 W s o e�OFESSIO 2. SEE STANDARD DRAWING 6-10 IIN 701N DETAILS N. AS BUILT z 1 ' Q R F 7 3 ti� G� 9c 2c z • - -9 AS- IL �o� ° \? CONSTRUCTION CHANGE 2 L 2 2 2 -8-90 No. 32oaI B - 3/ -93 NO DATE BT D ESCRIPTION No By DATE SESCRIPTION * � -3j * J.H. PALACIOS RCE 32031 DA ENOI [ of WORK: VILE CODE : JP ENGINEERING, INC. 4 rm JP ENGINEERING,INC. _ s� clv�� a� CIVIL EIMIIIMRI WAMS! E�IAWU M- SISIVBVIIIS 2 DA TE 111 0 9 OF CAS \ 9Y. ��J� DATE 8 �9 G19 SG9 -7377 a. st•B VICKERS OWMT,SWV A. SAN SMOO.CA 521 / 1 tole) 114111­1111711 PREPARATION AND REVISION LOG J PALACaOS. RCE 32031 W REVISIONS APPROVED DATE REFERENCES DATE BENCH MART( SCASCALE SPECIAL DI8TFACT ENC AM110VALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N 1 ADD WATER MAIN DETAIL D WITH ' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OVED IMPROVEMENT PLAWFOR: TM 88 H CHANGE TYPICAL SECTION 4- L i LXA Rlio SA141'A CJMEINO i H O RIZONTA L �I[ ►,± DATE 6 8Y: w 8Y: s T'R/►TFpRp E3TATE3 95 % AN W Z AS- BUILT -2' � 11 U Q_ T 1 a T o - FT EL K//�acc� R.C.E. NO. ; 2203 �,�p�D C$ 139 Z W JEKUW _ VERTICAL �L= ENGINEER /0-4 DATE: LA Z-ta CITY OF ENCINITAS TRACT 8 p ELEVATION: 11 t . . .ti G.S J.N. PALACIOS EXP. :2-31-02 R.C.E. R.C.E. 12131106 WORK PROJECT NO. SHEET 2 OF LA. d i I I I t r I r ' r ` s OF ylNACC.OK TO BE RESET ". DIST. W -_1- - - + + I } t r t r t t t fi , ±} t� � II t- N t Lo �1 ! r r - ! - - }Y��1 ANE r II + + - • U R ' V. �rt 1 r 1 1 :46:G� 18 10 + I - - - - -- -- - -- i E 62 VP MYDRLINT R , ~ - -- _ , rt i :T1 'N �F TURE � 7 ' V.C. � ' I8 i c . �� , - - - - � � K I i ; - a �"f � I i Z p 1e+� i G ,j .. W 1 :EL r I - - - - • c r I , : . QQ� }•� u • cr C4 s %j dawK r- 7 i — at �! I Y r 4 L2 -y • _ - I / G ^ •ID r r r r r t _ y r r _ r rt- -- - 1 0 3�• r r - - -- - - r r f r TO D � � I IT-" L - EXIS 2 STEE WATER AI! AIP PROXI E L T TORE A N I 1 + r , K ( M OCA ION BA D�NE�. o ' - ;� --�-. -r--r EX r , . I ExIT !8" .Y S uE � EKKT a SE l-A4AL t , } + - - - ti RN C ' I r r r y ; -t - , , 1 r I r t f , W i i t t i f + +- _w M r - - - r i , T 1 } J YEl�EIII t 1 i { ' 7 I " -- • - - • I , � � � 1 I r + 1 1 e � a - - { : E OF PAVE„EIIIT q r ; 1 { y u i ` . : - O _ > $x N G I y 3_ _ — y { 1 N } I N r i Joe 4 i ++ - I 0 IL N 1 1 i t y • y ; u � cJ CJ ♦ j I t LACK ROAD -- r i r a 0 FIL TAP OF CURB � E = L E • , , � � , EAST [ � ' J � I - — __ } � _. - -__.__ �_;._ _ _ N • I M 81_ i t 20 +0 9+00 N 9y� SEE LETTER OF PERMISSION STREET SURVEY MON. �� CRO55 GUTTER PR'S' C TO CONSTRUCT DRIVEWAY I SEE SHEET 4 PI• PER M -10 (n !t EASEMENT Q BY: GREGORY S, AND DONA K. BEYER SEE LETTER OF PERMISSION DATED ; 6 -7- 90 TO CONSTRUCT DRIVEWAY FOR PROFILE STA• 14 +00 �" WTYPE'c'CURB > ' W AS BUILT BY : ROIEIITL•iNERYT•NRMTR O III OFFSET .3.Zq LT• ROLLED CURB 'n i DATED: 3 -z7 - go CAUTION 4VL ROLLED CURB v, L TRANSITION TO r �I TRANSITION TO � N 4'TYPE r C ,g -.31 at EXIST V PX GAS M M. 8 9 �� � � P.R.S. TO BE rn 3 r `I 7 J.H. PALACIOS RCE 32031 DATE bi (LONE E JACK ROAD IS A CITY- 7 HDWL. I s0' OTHERS n F" JP ENGINEERING, INC. 10 TYPE'S' PRIVATE CONNECTION:17+5 .4 n �i b = 619 569 - 7377 MAINTAINED ROAD'. RIGHT OF WAY plSEMENT 8 FIGxM•7• ° y. EXIST. CATV DOX w EXIST. M.H. • c �I ° TO REMAIN. N W MIRTH OF 40' IS ASSUMED. ONLY STA. 9+97.85 �Q� < 12 +7E. EASEMENT y �� a r NEW6 "A.C.DERM a0 > PORTIONS OF LONE JACK ROAD ARE 2.E.47.00 °a EXI ST. = s + ,n ST. 5 �y &: W TYPE , INl T m NI. < 1 PACIFIC BEL+o KNOWN TO HAVE EASEMENTS OF RIM TO at ZF P. I I -I o = "PVC. W.M. EASEMENT 20' � W � w f.� 10' EXIST IRREVOCABLE RECORD DEDICATED TO THE PUBLIC RESET TO �jz}r n CuR� TTY `0 C III ; S W a - o OFFER OF DEDICATION !L[V. saoo 3 _ S W I 4 �) 1 S G N I +40 K •+ PER PIP NO. 79972011 FOR ROADWAY PURPOSES. AC. SPI y ��n o° ON WTN SIDESOFC S II IST . 'PX RE . l- s » ,0•R• WA\ \ -: INLETS L� + c ' - -- - 5 MAIN NE AB PER D -22 - PP AND ANCHOR S W 2 j; :::::.:•::.,.: �..+ D6�OF PAVEMENT C I E A.C. �c TO REMAIN u B RM 0 VLYAY •� s - EMENT e PER •: GAS <.; .:.;,. ..; 1 2 n:. ...... ,..., .: _ :............... .. .... ..:..::.:..::: .::..::: ::...............::::.:::.:::. :::.:..::.:.:: :.::: .:. .:: -;:: :.:. T REMAIN 1 ,p c + IST. R oc Z STA zn ND TRANSITION : <• }. E MVEMINT EXItT,19'CM.R �� XTO E TO REMAIN ZA'DRAINACE sy + 7 +7 EXISr.UTV 9 sTA - 4'(t)RT 80 R MAI 4 dF CURB LINE DATA �•• ' EEL W.M. .• TRANt. U y►' O.M.WQ 1O P1 +7 6 , EASEMENT ' HERS M.H. 41 WARD POST DELTA R A D I s ARC (SHEET KI,SSIS -B - IO) 1 Z 1 ' EXIST M.M. � ExlsT. MITYPE N � ARINO NOTES +95 LONE JACK RD• = MM TO BE RESET STA. 2 + MARKER EXIST. RAW 11 1 TY 'E INLET EXIST. M.M. • B 1 1 TO ELEV• 43.17 I.E. 54.00 PER M -9 Iii NOG °44' S2 "E 77.48 G" AC BERM A.C. SPILLWAY STA. + Oc 2 8" S ANTA FE VISTA CT RIP-RAP PER R&D D-40 � RIM TO BE PER D-22 �j� ( 10 (44 TON TYPE 1) I.E. 49.00 TO BE 16 +00 LONE JACK RD. 8 TEE EXI5T. WATE EXIST N. > RESET TO Z N10°Ol 29 E 247.54 CONC. ROLL C. . M f 7 q' YC' 2 DEEP RESET TO ELEV 4025 10 +00 SANTA VISTA Cr. ERVICE. ELEV• 43.47 e „ d LE 47 +3lOC FILTER [IANKET ' METER BOX I t ST• 10' SEWER EASEMENT PER 4 N0 35 49 F 2030 241.90' 11 NO 1! 9 �'�pys, I LE. 47•fp 12° I o „ , O.R. J RIM TO 8E RECET �MRoyd Pi Tn KmKET � EL a N16 49 "E 138.82' TO EV. acs MIRAFI 00 OR EQOAL) S MTLACE E1QS1. 29'+ 6" AC BERM J Z _ MR c.swwAoOA� NOTE EXISTING STRUCTURAL PAVEMENT SECTION B N16 0 35'49 " 265.16' CONC. ROLL C. 8T IiN ' 2 WILL BE CORE TESTED �y CENTER LINE DATA A y DRAINAGE PIPE CENTER LINE DATA DELTA AA 1 S ARC N 06 °34' 1980' 227,12' X.E. 46.66 Q J DELTA RADIUS ARC J NOTES C 0 N10 °01'29 "E 252.44' A INa DIST. BEARING DIST. NOTES o , ,, :5 o „ N16 °OG'4G "E 97.01 6" AC 'BERM • 1 N12 45 29 'ti u2.05 1 N79 58 31 W 25.00 24 "ItCP(D -1350 11 ' W • AL 8 -__ 3 AS- BUIL7 pROirESS�O�s �� IAi O 2 02 °44'00" 2000' 95,47' O N79 ° 58'31 "W 40.00' 1 M1t'4S'tlNC 60.00' EDGE PAVEMENT W • : T [ 66 7 -3I -90 REVISIONS �P ,q Fy 105.00 G " AC BERM =P AL G- II -90 071111 DISTIUCT Co [ o" 'a.�`' CONSTRUCTION CHANGE 1Q QZ Nlo °o�'zr'E 2sz.96' 3 N77 0 18'14 "W 54.00' 12" rvc M12'N'2!"t • 1 L - CI RECTIONS Na. 32031 'n 4 06 2000' 229.41' No OAT[ By E CRIFTION N NY ' OAT1 --- CRI►TION t L -p2 �+ 6 N1G °35 '49 "E 85.17' �� WATER MAIN CENTER LINE DATA JP ENGINEERING9INC. [ N41 [ OP w ORR: FILE CODE : / ,� Q r J DELTA RADIUS ARC - L CIYILOIOIN�IIINO .LAIOFLANINN4.WRr[ 6?✓-9d �st�a' \ SCALE' I 640 0 N1G ° 35'49 "F. 285.00' NOTES p 9 AR1 IST• OTHERS) [E•f YICK[R[ [TR[[T,WIT[ A, SAN DI[OO,CA [[111 F�ll'G- i o[.RC[ atss � - _ DY: DATE: B-Zo- z 1it[S1p -7E77 1 N16'35'49 "E 164.49' 8 "P.V.C.(CL-150) NOTE: IF P.R.S. AT IN5T0 9E CLASS 200. OTHERS 15 NOT COMPLETED, a J.H. PALACIOS, RCE 32031 8 "P.V.C.WATER MA J - PREPARATION AND REV1310N LOG � _ REVISIONS APPROVED DATE REFERENCES DATE W E NCH MARK AI-E SPECIAL D�STFICT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N Al ELIMINATE WAE A.C. AUBNMENT 1 - -ht - PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP R JV IMPROVEMENT PLAN FOR: 2 ELIMINATE A.C. DRIVEWAY g.'S1_ 1, MRXO WITH STEEL PN A5 - BUILT L - to ° R TNT E[. c1wINO DEL NOR1E `l TM 86-2 HOR120NTAL !' DATE 6-2 /- 9 0 �• i RFK) SANTA FE )p 23 !T M AHO SANTA i BY: • BY: 0 60 FT S 6G CAN N � R.C.E. No.: $ 411 St • L ONE JACK ROAD 951% AN W = VERTICAL 1 -r lS.EVATION: 11 .4 .i G.S. ENGINEER DATE: 1064-40 -4o DATE: ►cl•q -to CS 139 ,[_ „_[� CITY OF ENCINI'TAS TRACT 88 -208 J.N. PALAC s Exp. R.C.E. R.C.E. 2Q1714 WORK PROJECT N0. SHEET OF Z YY rr y� W I J i I I - - - - - _ - 1 - r - } - - t .s CtS. - - - i - t - - - - - - I f T I T � t IN 44T �. I ! Ll ! 0• - = t t -} - - -- - 5 t + I I } }- �\ - 4 - - }- - - - - - RANSITION C" PE 'G'. CU.R - _ t � i I t � f �- � i - r }- r T FROM - - _ { �- - - - - - - I TOP R+ + } I • ce _! ! ; ; } I - - - - - - - - -- -' RO LLED 8: - - - -- - ; y - *►- i - - - + t r ' t - r i -- - 1 -rt -- i CUR;B: !lR�l - I - -- } r �fi -- - + + Tl�I T ; • ! - + + 1 + ? - - - t M .R P S. 1� \ } 4 1 1 I I I + ! + ; I W T t A \ j 1 - 1 t f t - 1 ' \ -7 a - 1 - - + ? t A , \ t } - t t _ . e tv - r I .�,� Or t ? t- . r a C'�ki I _ i T W U Q �12. t i - - sw — - - t +-- f_ , ' t t ' t 1} - - - _ - - - -a - - -' : - _ rt t } - - - t11 � Y 1 � ' . t fi + `�\ ; I �- I s� r t t -+ - - - - -- � - - - gn r rt I _ K - -T i - �- -- - - - -. f • t Q .o. & CAO 4SY - - - -- - -' - - t i I �+ TA - - t r + t t - t r - f ' v, z° - -- :.- - - i . �, NE - - - - - - - - - } + ; t i i f r l r t J { { Yg J /� - N�rN t lJr fiT u. Y II r t t tt __ t t I Ufa$ I r r I F T(AF j T u + R.N t I 1 i- i - t a {{ , Ti r t t t t }} r r t qqppS" M K } + 10+15 SANTA CT.= 0 %7 IiNER TNA P 1 -- - , i t F t O�NEFt I- 15+95 LONE TACK ROAD `r - - - S Y - WNSE PLrItN . } of t j _ I 1120- 5+00 1006 1 00 AS BUILT y CENTER LINE DATA ti CURB LINE DATA J� DELTA RADIUS ARC J� AR 8 3/ -93 R e O HEARING — DIST. NOTES O LTA RADIUS DIST. NOTES \� J.H. PALACIOS RCE 32 DATE P 1 N73 °24'11 °,. '" 97.16'20" 3c Sc.93' 6" FE 0 o JP ENGINEERING, INC. 2 \ 619 $69 -7377 2 3 2 J1 0" 2 00 ' 187.3'.' 2 46 °23'40" 188' 152.23' 6" LOLL CLTtL ac /i c" 3 552 55'49":. V' 3 $�i ��'4 "I< i4�.i' o r 146.06' 4 / ,// y , ,, 2 4 4R °�G'00" 200' 169.',0' 4 30 ° 22'30" 188' 99.67' S. 62°43'38" 30' 32.84' I I SHAPE CONC. DITCH W G f. + 6 285 °23'35" 40' 199.24' 70 TO DRAIN r'sJi = co GRO 41°16'00" 30' "J.171 •' OU U IND 272 125.34' �\ �� �1p,� a 33 °52' 33 ' N \ ^ eb �I m � S*� 2 E N52'SS' 45 "E 140.00. I _ 101 32 °42' 37" 212' 121.03• \ F N 1111 ° z ' �? S Ep 11 5 1J -" 30' 44,6 G "TY E 'C'C II ; 60 \ L RIM 6+I - 8 4 " *� • 3 160 2. ao , ` !� SEWER MAIN CENTER LINE DATA !�Q` / J ELTA RADIUS ARC 5 g inl 2 0 / 0 �* O BEARING DIST. NOTES LO 3.0% � � 4 rl � a I �� 34.00 8 A.0 SEWIIt 0 r s * o �I�� NI ���` �1 ¢„ 16 11 \ / 2 27 °12'56" 205' 97.38' t:. F - n N �IR DEE RCDD - 10(y4TON) \gyp I�11 O WI `�' 1 3 26 0 27'04" 205' 94.64' 4 "' to 14 LTIRSLANKET:remitrACG "" 5 'fr �I�J �* n"' x Q e ° ,' 4 S52 140.00' " 1 t '0 .1 L j ON APMtOVED FILTER CLOTH �„� " 1 ;. 1 • ¢ ►1 ►I , ; (MIRAPI 00 OR EQUAL) O = � �` ' • 5 � ,� __ f �' S 44 1B 35 20_ 158.54 PRIVATE 12 "PVC, •nad9. s o .y ��, Idl =R i A. BLUE BRUTE . V = ?.$fps. y 4 \ R -'1 STOP SIGN \ 1 t L4, 6 508 ° 37'14 "Mt 10.00 " 54 40' 25' / V= 2 3 CPS D-Is . P. � ` h WATER MAIN CENTER LINE DATA � \ t >j S � NOTE: IFPR.S.(BYOTHERS))19NOTCOMPLETED V= 21.3 fps PUBLIC 1 1+ 8" S P M�, L� P.V.C. WATER MAIWSTO BE CLASS :� PUBLIC O DELTA RADIUS ARC NOTES 6 � TRANSITIONFROR ED O� V 7 N73 BE ARING DT. 1 8" PVC CL -150 1 2 PROFILE =STORM DRAIN M 12 +72.93 F'6 1 CUR TO6•T YK��IIRS ,� !! SCALE HORII. r w 40 1 ° y 2 53 195' 182.65' ■ am (,V * " it FOR VERT, r =8' E 6 SEE DETAIL F�y� �� � � 3 S52 140.00' y ,"A�� y 4- y , 1 _,it►� + " 168.35' Z 195' * (FOR PLAN VIEW SEE SHEET 3) 4 49 °21'59 \ P ,;• ><� y ,, ,1"' USE 9 ' PIPE L.F2JGISiS — CURB LIN ATA(CONTIMUED) W • AL 8 -26 -93 AS- BUILT 1i? ti �1"' G8 7 -31 -90 REV ISIONS Nq ELTA RADIO AMC w [ E AL 6 -II -90 WATER DISTRICT CORRECTIONS „/` CONSTRUCTION CHANGE 10 2 .�# 27" STEEL W.M. O EARING DI 57. NOTES Z� I 6 1 2- 7- 90 CITY CORRECTIONS ,; LOT 5 4 " (BY OTHERS 2 40 15' 10.52' G ROLL CURB N DATE ST DESCRIPTION ST DATE pESCRIFTIOM l � I v 2 1 45.36'44" 15' 11.94 " " Z O JP ENGINEERIN011NC. ENGINEER OF WORK: FIL[ coDR : ,{ ,. EX P. 12 -31 -92 ' LoT e 4 NOTE NO PARKING" 5 1G NI S SfFALL BE 14 06 022'3e° 220' 20.65' " " w I CIWL WIDNEII W04ANS /IAM/NNO.SIMVEYINO 6 -2/-90 /� /�( 8269 VICKI" STIMT,SWTE A, SAN DNOO.CA 0211 R ' S� -a� BY: c DATE: BZ° DETAIL TNSTAL-L-ED PEP- FIRE Dt5TRLGT'5 t5 45'36'44" is 11.94 TRANSITION a( I6 /D1'M -711 PREPARATION AND REVISION LOG P J.H. PALACIOS, RCE 32031 SCALE: Y =401 NO SCALE RE6IUIREMENTS 182 40 1S' 10.52' TRANSITION Tin REVISIOWS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT `" " i L REVISE WATER MAIN ALIGNMun _ HM% APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N LOCATION OF P. R. S. ANDADDS.O. MRKD W I111 S'lUt FN PST PLANS PREPARED UNDER SUPERVISION OF RECOMME DIED AP OVED IMPROVEMENT PLAN FOR: w TM Bb - IG COR INT EI. CAMINO DEL NORM • 40' DATE ro -� - Pc q YF 2 ADD TURN FOR MAIL L RHO SANTA LOCATION: SW M RD 2 W 1 C s, A f� F HORIZONTAL 1 BY: 8Y: SANTA VISTA COURT !'594 -R AND •'+ s BOX KIOSKANDAD7USTLOfLINE j• 60 Ff S fiG CAMINO DFG NOR7Si C I. I�= 8' R.C.E. t 0.: 22631 I AS -BUILT 4•L RECORD :1X1•1: COUNTY OF SAN DIMO VER DATE: DATE LO. TICAL 82'9 D : 1.1D 6LEVATICN: 119.476 DA ENGINEER CITY OF ENCINITAS TRACT 88 -205 CIS 131 DATUM: U.S.C.6 G.S J.h. FALAC;;,Z E XP. 182 -821 -QS R.C.E. R.C.E. �- WORK PROJECT NO. SHEET 4 OF 4 FILE N0. W i I auieax _�c�asx.�a�,,r�m-a-:raert- _ .. : a q. ., . YRa 'ZS`FS'/iKmi+fvAW&PSew[C:w.kkv`u`$"mYm<v^+N39£A^T!£34IDS � YYSv 53EPkK^+ ie4%L_ 6W6 �E3i T .2 4 _--• _ _—.._—. -. jn F _ -- qty } ;- KD co -'- — - w {tea. 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(0-6 — w�,s250) PIFE We BROOM AU IA. x 4• U1 W i' ( d FINISH� � f3 P9 t3 •A CREOSOTE x* �_L FINISH WIT X 1 �Jl AND/OR PER R , SOILS GI RECOMMENDATION. U POLES 3 ° IROU D TRAIL MARKER t PVC 1 I TRACK GATES s - ° T 1 � t c PER MANUFACTURERS SPECS �. UTILITY POLES ) P 'TRE CONCRETE MOW STRIA '3j` �{ � u; : ss. - ` y ,gyp M Ff � ^I °�.R•.��m�> _ �k HORSE ° ' 1 ! e Fs 1 S I _ BURS' �a L S i T JI T EFI F THE >u a AN (:"H SURFACE NCRETE AD � I�� TABLES rO a � f '- __ ._._ _. _._ � III __.. _ -._"__ f_.._.._"_—_•_ __.._-..,.. _^.>_.-.__._ 3 3 # �� 9 GATE VALVE 1111 - -., : � G 2-2" �E � ISEE NOTES ABOVE LAN JACK 11fi �� a� fg� _� P$ � S e $ 'a :f A { � © , { w LONE INSTALL � �° C G U TA( , ` --y "EXIT ONLY" SiGN (24"X30"11 `FRAIL HEAD S h 1 s �( E 4 ^ R V __.. 1:° IU '•� a + P , �,�< < m, a � , P •f _ (z b _ a .. r _ s 1 cu t , I (g pp g F + !Y�' 141 �'" I°Y•V .,� >5'`'x Y 11...\ fA" ^,^"ss_. - ('A j 0'— .; T p- w .. 4 PVCTRAINING $� pp i} l�i .. .{ x .;s a lye [< (.� } *` 0 5R. � P I APPROVED EQUAL,. 4 a ga a� �' � 1, _ 4 �' S3 � - : INS .�°a�., IBF�"sFAA� s �aa..w� i ,. >:. O I -- - __ _ _ _ . , °5 � •' .'.. , 1 � j I .., :.gym:. �s. a5''• j�1. > l I s c � r �ci' 4 _ h 4 G B ,a g a gam' �� r k.. 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($°-`=&�° ��,w:.: uWH�V .. ,-.. , -. .... . ..x _- :. . :x v: v .' ,..a.,ucuwcvr brsmai•,ua+�:smscn. +'rasM�wx-+.a<mcrta*-u..x,_rw`g.:*...svvRr[xvazvm°+,crz+ 'u'mw?�r.�.s_, a, u.'m'mmam cvv's .'o-mns c.�.*a , ^ tXnaR1H'IXCa ^u�xesYeraaCti�SwFawayk`S.ktvataa6m3tiwN"snK-re w>s:yr5wawf4wnWm»rw,nm a3!ZV�a»'ncs.ywa# nL➢t._avA3vtimw5.aasEa t3Vmp¢:F[N<.MaifiriY:,tt44 TX 8rts[.ex�_ .o-xi3Ft«ki4:m7 ¢s,m4slu-#-.k+v w'+* Mmn rev& n tT Y.wan/- y APR 06 1994 s QITY OF ENCINITA$ '" g y J/] .qf F! t .�,## � X34 �S✓t14�tLjr�fcot�� - a t3 C' ,3 Uhf - RADIUS � - A, r 5e mr_m�, Tw TROWELED EDGES _ . 2 F7 Lo P1. _ 'oF r r c " $? r_ 1 :. U ' ' 9 � 4 ✓��-w �-I 2- ?-z� C LJ'S`v �`�lx-w�,K,,. c<e,.z.,, S. a x�., £n, :. :" ., 4 `89 O ' -..m..e•J hs. ._ � \ Syr Y. !•/ V ^gip.„ l ${ \ -. p V'.. j: . I .. . gg� e"� - PLANTED AI:s � +og a TR ims ' cJ Id f ' 9 Z t� Is r . )O Mtg. COMPACTED II fldh r s m., : . (y & p O>C, 5 . _...,. ..,...>,,. _. ,. i. c. : ✓'..t#. tr .. �. � .:.-.-^1 }-rG w„ �.s f . .^ .,.. 111-- 'h s : , ,. '.' U xa woms Yp1. ..F4�SSY � �� 3E ^4 s v x�n a Et /i-✓�'9'� 1 - ,-E> � 6 k§f$ �. � §"^° 14_.,...�„J.I ., ��a. � I .:•..pd.. 0-�;~'+ .Iri�I�{I ---°_V,.",.°�',^L_..:.__>yp1m:.�._.W"`�S_,n�l v.r�'*�...a_', _t._ �r pµ'i�r,.�r I/5.i, � a�N` �. . E MOW STRIP , ./D.0%. PAVING?4", 6YBy WRAPPED WITH :xY t �(! �+t : ,{SPUN �UND Fl W�h FARRiC: Obi VL 08 PRESSURE � Ai x PVC Fi�E (SC!-i aOj SCALE 34- BRASS RISFR lopt � x` f RED FOOTING 0 'F 0 0 S ) 0 1 g am 3 CORRAL PmoAO 5 CT s ge R 4S L WCSOH f /M "LL GRATE. H9T`e6ps VC TRAINING T BROOKS Y om STAINLESS STEEL LA&W �r� ����� � �L{TAT} T � p }}iryry �� PP {{ s . ,.,,. '. _. .�,.t�, e�:�L �.s:k✓F� 3� . "w..' _ - .{3.,. �✓7•m II -!l . i i �.+- c.tgL 2 T . 2 LACS 1r� rT � �� » i V �. r • s' $ � a APPROVED t ` T3 �,. GALV, FENCE POST � 3u PERFORATED PVC sTA£c r IN _r ° y AT 't 7J C �. x-' ' T S , . i i i � �YsY l Ye®e. - _...° .. I3 ,. . ., T r , a a ¢,p °y ,p,�sy+ �'`' °y' g(3,@�y [!7{( $'0 . ..:• : # ; ..� 1 ' �•Y'�re aa/ & �"�i',S ` s' �u& f t. K ,,... tG , SrN m+M,3 $ k&df�i+ i r �,g .«{ �,': .: ..4i_i"!��YaR"PRti�Ys<,v+J'M}°yyv9!'Zeid:6dt'�'.L .. ., :,'sv^ _-sw. ..mnvmr'a�.' �, .. ! ✓(. y SUM _ #3 REBAR a '0 F LONG PIN WITH ov AT EACH EXPA"" SAND B: • E THICKNESS VARIES _ — FINISH GRADE WASHED IV ' . : � .,,. CORRAL CURB TO BE WITH lNdW' THICK � .__—m � ; �� ,•,> T THE ELEVATION CURB DEPTH VARIES T r. , •', ` ; COMPACTED at . ACCOMMODATE GRADE CHANGE �,,,P S d [� ' \ 1 DECOMPOSED k wa 3 47 . 3�m` FABRIC/LAP }pyq�w [+ •ub" SURFACES 1WEtY l HAV ALL CONCRETE E..'�a}, e,` ,: y.• `�".moq`awa';.s,..o m:a" p , iie OAT OF GRAFFITI SEAL. IF 0 'b � 2 . e ' 2 # " GA[_V. PIPr W HREAD CAP YAP 1/2- aA„.,V�. MACH: BOLT "P, CA' #t" �ALV: CHAIN WELD T� MACH.LONG t# - BOLT 3" (S) HOOK INTO BARREL :° a r :M ,:ALV, HVY DUTY METAL � — — row- BARREL, PAINT PER CITE q', s-rANDARDq - i NOTE: ALL COMPONENTS OF ° RISE a-s .L BE x6LJ, AFTER .�.. FO � RA CUR B R / SANb � ..WELDING COMPLETED �7- DRILL (3) 14 DRAIN,HOLE9 (SPACED) EQUALLY IN SIDES A Ay AND BOTTOM 6 q 1/12- "HICK CONC.s l . 'ON' FOOT! E a ..c •a' ' 5 ` a Ti, 4 i. � 112 HOLE THRU PIPE S INSET' DRILL .. , SECTION 112-xW GALU, 5rEEL BAR CEN'rER N(',ITF-: LOCATE CONTA{NE9 6 AWAY �` FROM WALL & FFNcrs pp Lt✓ £ L)M COAT GRAFFITI �. SEAL r NOTE: BOLT HOLES TO ,i By FILLED YYIC.AVa9.k FILLER AND FAINTED TO IMATCH TABU 1A3 x T' UTILITY POLES "ALL SURFACES TO TREATED CREOSOTt - COAT =f GRAFFITI SEAL . a°'' • a • .tai R`.. < , HrRe T q� PRECAST INC, CONCRETE:PICNIC TAB , cq MODEL #TM30-8 3 iikl Ltas r HFiO1JMd 9, DEe P G Oi,<W.r,E r L FOOTING HERRtsTOrs PRECAS (916) - 22 LOR•RROWN (F=ELL BOLT HOLES; s 3 1/2"T HICK NATURAL ym�_ 1' caaT Ha yygqpp99�t�g^tpp}�(@g@ FINISH gyp( °yn..' •W ,gkJ § VbYf TiOTD YY 2 7tfi , 1 Ott 1 }} R h S 6Jt+ F'.AtJ E. ^. . q RE{1VFf5,a : .�.. 3 SRC,:tS t•✓sl� ppiig� a t TRASH RECEPTACLE CONCRETE PAD it x•' S a"�::1 S m m.: �„ _ 8� * 3P%- _.x .— ✓ fr 4»^Olt m .t, '. AN SE Tlt� , r3 ♦ ek pR 0 1$4 3YUfib}a. » 3a/a,¢4i_Yhi....- .m° aiS. s4c a ra(e"T <n�G Wu'-Ma»SZ ffih'FM3`tw•. ..:] ai . va JYF NX xM"ffid - I E Jtp Y; �� pp Vw� i p rP. „ (/���,;z� e 3 P _ S ppyy s ; if SfA IRRIGATION LEGEND i s ;' � ! °.---•pia}`--�~ q�.»F � # , 1 IVIA§ UFA T U /MODE_ PSI €f 112 F OFTA tL E _ C C { Cs 1SERIES 12' 0 1.10 2.10 LOT C1 � SHRUB POP-UP a c e , I. _..:._....,..�.__,.....-__......d .,_ TORo',5mc- » V-3 SE ., � 6 00 q 00 # x Z11 0 0 A TOR-0 / 570 , MANUFACTURER/MODEL bETAIL 4 E f E E 'CIVIL DRAWINGS Va SIZE 't �s _ a E' _ _ �FC 822a� fiCKFIO DEVI "I �r Et I— �`ICAL SERVICE CONNECTION INSTALL PER PvItANUFACTURER _ � aCa �sCCC �� " 1 � L SrNtc / #2100-16-R LOCATED IN F FOR l_��.iWITH . ; � IT FOR TELEPHONE LE_� EUK / B_-SS m EN C3O_S LOCATION CN__ I FLOW METER CALSENSE #KFM-1 B INSTALL PER MANUFACTURER r RIECON"'ME!,40ATIONS l _ MASTER CONTROL V4LVE / PRES. REG. G I WALD f #2250 i 1/sw` SIZE � BALL VALVE (pvc) BROS. LINE SIZE UM BREAKER_ 1 I._E,, WIN LINE PVC SCH. 40 ! Z . ° PVC,SLEEVES FOR 4am d ,• Co ___.._.-.. ,� j1-'„-m..,.,.a_.. .:.....«. >. + _ ..m.,.,._a�,.a_..�.._... .. �... _.....�.... ..........» e __ n ...__..:.. ,..-<_.»._ ., � s EE F N PACIFIC LL y $ci „ g � p � g q�p . � x w 200 S°5 -OLAR „ Ymvv^ zrevsw#vejnum a «« . h td ° `s q3& Py ` J , . 'y + DIA. OF PIPE TO BE I j L A 7 CH 40 r p Win. SLEEVED t AUTO-( PLO g eµ�Bk iy'py k y q pRO 4, L§4 ” C 'r s a--.:.?J C.a§�&9J i9 rYV n��i m'1^&*�.5. P R24Fb.�<.se.{'r••� a, °' ,9 a m ; ., � ... a � f s . M , . ' CATION WITH OWN€: . PEA _.0 � �v �� �? � y # '�4i u^a°�;1 a kn��' .z" „'� a �. �- q ��q � E f( "-•,.5 �LOCSt4 01 VAI.Y"E BO "' ka', = T X, ALL LAT TO BE INSTALLEb AT GRADE UTIUZING BAOWiILIN,E PIPE NO E E.RALLINES TO BE LOCATED IN LOT 10 ARE }a F. a -- — . E SYSTEM . — ---- — f i I .� .. a SH4 0a r4 j /J (^p Y # r' qq �jfr y g JA ' .., 4 ° Vj XIX `\� 44' a / tt r # 1 t 1 r � S . --fib'--- _ sr_ _ _�_�._ ••' _ Aad_ _ __ _ --.. > x3"-"'y }"'_"' i r/ It �ca 7S „• .: - ip w .:.- '° °L„f- ..�-._ r�_- ,(,_,,�..y(°°-'��-- }----P`1--P .r`y. --.X® .......-J -_ w-_ y✓'°! P"°d sf 1 °^ _.. :u'°« w.�+«;._ _: 4 sl u : � J � �"' 'iT"-- - . _.. '-''1_ ."'^• -'N--.-_}_•1 L_...:. �.. ..t. -._,-.. 6,.J .. ._-._ ._�__-.. _. _ �..d'_._.-3.1--7.,L.._._ -:_C,-. - y a � � `... a ,,, ,> £, , _ 3' ...._.,_.. .a.r.n...r._-._.+w.�_�..mc__,+m.ws+_.e>..e .--.rm.-e._»,-,n.»_.+m-._. wrmwmr_., .. ° ' t _ .,..,.«�«..o-..°.>..m�........�m. .m..,..a. ..:._.....,.....-.-...,...«.,.a......_.mu,.....,......:..a.,«..,...�....®........_,.+xi.....m«.. ..®.....»..._..a.._.». _-..�._..«................«..s,.... ....-.�..v....�.......__.:....._.®...�-.w.:a._...�...-.....-..._.—...._-.-..e..__.�..ew,.....a..�...::_..m-.<..,..,..._...,... .....a..._.«...».-»-e..a.......m _..._..».«.:z:>.v.:..°.....,..,_.....,......«.......:.,.,.,®...._.,.....»:.�.........,.._....-».m-.+m..su..-�..., .. ....._..-,..-........:<.._�.-,-.F. .,.... ,. .... . '. , n f . 12 . IRRIGATION CONTRACTOR Si-AL AL\JUST ALL HEADS TO PROVIDE GENERAL NOTES r. GE EDEN COVER AU AND TO KEEP f2 F BJZTSN , 'AY , ES+ GadL{ d ?I9 LIZ ALL LOCAL MUNICIPAL J 53tZE "A WS, RULES A $3 REGULATIONS n GOVERNING OR RE1,30ING TO ANY PORTION OF THIS WORT{ ARE 13 , F+7£fT;N THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, xfE12E.$Y 1NGC)izk=C3$2. '£'EO ?i??TC3 AND 14AI3 A PART OF THESE IN THE PRESENCE OF THE 0;UILDER/OW?vER'S AUTHORIZED SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT r,� [ REPRESENTATIVE Sk'.ALZ, PCI2F'Ol?3/ A t.OVL;:h?ti>E TEST OF `vIATT"-''Zt BY THE CONTRACTOR. � :.° � w¢�; AFFORDrD THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND " (( IRRIGATION ADEQUATE. THE CONTRACTOR SHALL FURNISH SH ALL MATERIALS AND 2 . THE CONTRACTOR SHALL, VERIFY THE LOCATIONS OF ALL EXISTING � d i G ION ENCLOSURE. ok rn PERFORM ALL WORK REQUIRED To CORRECT ANY INADEQUACIES OF UTILITIES, STRUCTURES , AND SERVICES BEFORE' COMMENCING Lt - COVERAGE AT HIS OWN COST. WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND 93 a I SERVICES SHOWN IN THESE PLANS ARE APPROXZMATE ONLY. ANY- _ -.® 14 , THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE 09AS- DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL EZELD e ----� ----- ScIUCN-"i.L,Cs 1"'.SCACT CONDITIONS SHALL $T;' REPORTED T4 THE QW23F:R OI2" I_.a''iNI?SC°r�'x}C, { BUILT" DRAWING ON SEPIA AND T'it7O I?I2,ZLT'I'S ' � # - 3�8° LAG BOLTS, ANCHORED PldfTO CONC. PAI9. LOCATIONS OF ALL ITEMS INSTALLED. H'ESIk ARE TO BE ARCHITECT. MARL STREET ELI n DELIVERED ON OR BEFORE FINAL INSPECTION. �. .. ( I �t�L ✓IB S." THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AdND �* l I / ,7�®"'° 3 3 4° THICK CONCRETE PAD 3-n, A REDUCED IRRIGATION PLAN I FEATURES TO REMAIN ON ANT? ADJACENT TO, THE PROD;CT' SITS: � INDICATING GATING A.�1, SYSTEMS AND a e THEIR APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN 3uTIrG CONSTRUCTION. eONT2ALiGF SHALL ` FPtZT , AT HIS OWN 41L11 AND �GTNE0 3N THE INF E ecvE OF THE IRRIGATION EXPENSE, AL DAMAGE RESULTING FROM HIS OPERATIONS OT tu , CONDUIT FOR FUTURE TELEPHONE WIRE, eQTRCLLEtti. NEGLIGENCE. _ wo- 9 ' = CONDUIT FOR CONTROL WIRERS. 16 , IRRIGATION CONTRACTOR SHALL, MAINTAIN THE SYSTEM O 3 . HE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEE ? _''' ._ m 4 . IEM FL R A T - ELL E PERIOD OF SIXTY (60) DAYS AND SHALT, WATER ON A DAILY AND/OR ARCHITECTURAL PLANE BEFORE" BEGINNING SvOR_Kp C v PVC d__ Cat ._ I _ CONDUIT FOR 120 VOLT ELECTRICAL SERVICE. BASIS _ I 4 . THE CONTRACTOR SHALL OBTAIN ALT. NECESSAPY PER,-" COMPACTED SUBGRADE. 17 . IRRl:GATION CONTRAC'T'OR SHALL GUARANT'E'E THE ENTIRE REQUIRED TO PERFORM THE WORK SND11CATED HEREIN T1I is IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP - BEGINNING WORK. POP AND MATERIALS FOR .� PERIOD 7r Oidi'. {1- YEAR FROM FINAL ! - --- ACCEPTANCE fCE BY TTjf OWNER. 5 . CONTRACTOR SHALL AR A2eGE FOR PAYMENT NT, OF ANY PETtf4fZT `.F 7 � _ti IRRIGATION AND RELATED EXPENSES, WITH THE OW FRCS AUTHORIZIW 18. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REPRESENTATIVE. REQUIRED REQUIRED FROM THE: BUILDING INSPECTS )N D PA£?'3MENT FOR THE gs ' INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON THIS c �. RR@pp GRADE 20 BELOW — .—__ -------_- IRRIGATION NOTES 1 . IRRRTGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION /r E �,. EQUIPMENT' SHALL 13E LOCATED IN PLANTING AREAS ONLY, UNLESS - _ -----_- _ NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND :­ '_ASTIC BOA 60 IC a , DETAILS FOR EQUIPMENT AND INSTALLATION. SHALL KEEP THE PREMISES CLEAN AND FREE OF CO ���. / C�sNI�sI�E GRADE' CONTRACTOR ' 1' EXCESS EQUIPMENT, MATERIALS , AND RUBBISH INCIDENTAL TO tot M WORK OF THIS SECTION„ l Lu Eli 3 , A. ALL RISERS SHALT BE P.V.C. SCHEDULE 80. �I i B. ALL PIPE FITTINGS SHALL BE P.V. C. SCHEDULE 40. VC A4 AD A'' . Fa jE�e .° �� VALVE f�^ ` (. 4�+'oi! / € tfi ,I.€ ' j q'�? ¢.°` _ ? 4 , A. ALL WIRE SiI}tLt BE AhIG LTF`, DIRECT BURIAL HYPE, AND �z,,- it ! I PEN- PVC 4 ' � ! � , �' �' _ . —� T s A�, AG AI,L SPLICES AND CONNECTIONS SHALL BE MADE WITH I . _._-_____ 6f r I I > T'ITE 'CONNECTORS OR EQUAL. EACH VALVE ON #� -' L �,. P CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL `hl IN `„ � � ��:;� WIRES sHAZ¢I, BE INSTALLED WITH TWO (z) FF.E"I' OF EXCESS , PVC SCH 40 NIPPLE --- PVC NIPPLE WIRE ;COILED} AT THE END OF EACH WIRE RUN. � r l _ �Wj B. CONTROL WIRE SHALL BE BUNDLED AND PLACED l3FNE�iTi � jib MAINLINE. -4 �� s� � b 5 . BACKYLOW PRRFVENTION DEVICES SHALL BE WCAT'ED AS INDICATED , " ON THE IRRIGATION PLAN. zrzss. zTlot� SHALL CONFORM Tcs --- - -- ---- ----- I '�'" LOCAL GOVERNING CODES AND REGULATIONS A14D MANUFACTURER - � — PRESSURE SPECIFICATIONS..-- _.. ... '---- �aA. n . C U, ET, PEA A EL _ - - a m _ A 1 d 6. CHECK VALVE'S SHALL BE USED WHERE TNPICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM4 LO'sro''ER ELEVATION < aJ " WON HEADS WHEN SYSTEM IS TURNED OFF. — - - - MALE ADAPTOR BALL VALVE 7 . ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (10) INCHES W DEEP,P, AND ALL LATERALS TWELVE; (12) !HCHES DEEP. TRENCH NCH T PVC LATERAL :SACK IL" SHALL BF FREE OF A&Y MATERIAL THAT MAY DAMAGE I ¢ ( AS ) - IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFTLL PRESSURE REGULATOR ----.� l SETTLFMEN'l , CONTRACTOR. SHALL PERFORM REQUIRED REPAIRS AT HIS OWN r, F .R. *ACKFLOW PREVE TER -- � d REMOTa „ E 8 . AL ATTT 1-C` VALVES SHALL BE LOCATED ir7ITHI d SHRUB AREA=S ( B aAl_I VALVES -­­­­-_ _.._ _ _. �, AND IN , , ED N GREEN VALVE. BOXES WITH FOUR (4) INCHES L� r OF PEA :T. BENEA`C'H THE VALVE. GATE NAIVES SHALL BE Y-STRAINER LOCATED SEPARATE VALVE BOXES . 9 , ALL MA" E AND LATERAL LINES SHALL BE SLEEVED WITH q r E 2) BRASS NIPPLES­,- P.ViC. = 1)ULE; 40 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE P ,.SSES UNDER PAVED AREAS . z �� .. f (4) BRASS ELLS ---_ ----' � !�. � =9 { I $ 10 , AUTOMATIC: CONTROLLERS SHALL BE SIZE: AND TYPE AS NO'T'ED, � AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN. x of 41 BRASS NIPPLES �_._ k XCA C kN }cC?L riZ$xES aHAi,I $F, SLk VE,D IN t�;LE TRTC.AL CONDUIT TO T� f J V MAINLINE. 120 VOL SERVICE TO CONTROLLER SHALL BE BY THE OWNER. ! ci ---- - 1-_. J qq BRASS GG� �Ua ����aa�� °� fJfj L_t 11 , PRIOR TO BAf.KFILLING G - E.. gG) f_}�3.ht+."'.3 Ui'# al d'S Y tt - IRIZIVA`I'ZOa3 TRENCHES, 4 A, ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND I (2) BRASS RISE��S --'—� � � �� PRESSURE TESTED AT 125 P, S, ; , FOR A PERIOD OF FOUR �L-- HOURS ANY LEAKS FOUND SHALL BE eORREC"CT T BY � C� [ FINIS ' GRADE E - _ REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING f I NEW MATERIAL IN ITS PLACE. CU, CONC. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN w FOOTINGS PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SMALL NOT ALLOW NOR CAUSE ANY OF HIS (2) PVC UNION' j ` 4" _ i - T qqY _. WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, A fip'. t 6 °( TESTED AND APPROVED BY THE BUILDER}OWNER'S � g . . � � . _� I( . At7TittJRS2E27 REPRESENTATIVE. F � WATER SUPPLY TO VALVES z d R. P. 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Nvi i M/z /7i ` a 3 L L APR CJ_ NC.MIT T 11 is PLANTING NO i ; . AT CCMPIXTION lu ALL WORK (SUTLINFIO 1N THESE PIA",", , 1 0 THE PLANTING PIAN 1U DIAGRAHMATIC . I v A2_pLT�caC"_0B---M-MuRzo THE LANDSCAPE CONTRACTOR sNRu, c,0NTti,T OWNER� AN!) 1,0CATIONS APF APPROXIMOfE, ILANT 7 C ECTYIPMEN17 IWLD VCR THF APPLICATION APPANGI: FOR A WALY THRO!ICH T�,� DIFTEPIMPZIE THAT A',!, pRjCFDENCF OVFR PIANT QUAUTITIVS SY7 A , _p,jEff-T - HYDRAULT t Ps. TM TRtp S",��Ea 61 ABOVE OY THE rERTILIZEP, SEED AND SLURRY iIF PRFPARED �,tVXAD PUL,- ASPECTS OF WURF XRE COMPIXTED- WOVX MUST BE F', po�Nf -9,iERif TPEE V�AU, 5NAP UPRIGhT SHALL BE OF THE "AMPER HYDRO-SVEDER" TYPE AS APPADVED BY COMPIXTED ACCORDING TO AIA, PLANT AND SVFC1Y1CAT1ONS A, OUANTITTFA SHOUR ON THE PLANTING PLAJ; APE fay NSF1,F wHt4 1111lip 1,`3 NALF-0 TO APPROXIMATE Ain AND FOR -JJJF CONVHNIENCP OF TIM,F ONE �9�;M AND RELEAISE3� THE SAN DIEGO COUNTY ENGINEER, INIP� L_�Q�Af'MENT SHALT, E:iVE AND MLJL�T DE COMPLETED IN A GOOD WOP17RANIMIP MANNER CORTRACTOP OVLY � f Ct�lf SlAKES OrF r,' AONVE Tiff,,S. A BUILT-IN ACITATION SYSTEM AND OPERATING ChPACITY AND MUFT BE ACCEPTED BY THE OWNEF LN WRITING PVTOR SUFFICTENT TO AGITATE, SUSPEND, AND HONOStNOOSLY MIX A TO THE FECINKING OF THE MAINTENANCE PERIOD, C, CONTRACV)4Z SHALL NOTTFY TEF LAND000% if TREE PRE GALWANUED WIR9 SuURAY COPICAINING NOT LESS THAN 404 OF PIBRE NUIC" PIA - COVEIDIZD by V2_ t",Rottf POSE. SECupc lir ro IN ARCHITECT OF BETWEEN QUANTIT11S BY NAU_ A A "0" PATTFr4- A COMBINnO TOTAL OF 71 FERTILIZER SOI�IDC FOR EACH IW) THY MAINTENANCE PERIOD SHALL INCLUDE THL FOIA-41WI G GALIUDWS 'C)F WATER. SCOPE OF WORY , A41) SY4DOLS SHOWN LANDSCAPE ClOnTRACTUR NUALL APPLY "POVAD-UP, ---tATERAL GRO57K UP TO Ur DMAE TO REMA14 04 TPDR& THE SLURRY DISTRIBUTION LIKES SHALL Pr LNRGE ENOUGH 111.) A , DAIFY WO� nq= 0? K PLANT MATFRIA! 3' WATRAIN" PREVEHIP STOPPXGE AND SHALL BE 0JUIPPED WITH A SET 0� B. wEcoilhi 4 D RENCv, OF* ALL WEED FROM GROUND HEFBICIDE (Op EQUALi PER MANUTATTUREnS MYORAULIC SPPAI OOZZLXS WIRICM WILL PROVIDE A CONTINUOU9 COVER A, J LPECIFTCATIONS TEN (10) OAYS PRICT? T _�. k'!' IRRInATION WORYn 16H GRADE NOR-ILUCTUATINIG DISCHKRGE. THE SLURRY TXNX SMALL MAVE RFPLACrvk ,n DEAD, i)YING, OR Ir-AMAGED OF ANY KANTING OR f TRVES, sur JUNO COVE= A LLI HINQvipm CAPACTTY OF 1500 GKIONS ANO SKNIX IIE MOUNTED ON =1 --ROOT 6AILL- TOP OF RQOT DAL . UNIT, EITHER SELF-PROPELLIEt) OR DRh'4F BY A CONTRACTOR SHALL SUNMIT A SOXI, ANALYSV'S A TRAVELINI n. Y10,100 AVY At OF ANY LOI;� APLAS WHICH 4 a m I . LINDSCAYX SEPARATE UVIT, ISHICH WILL PLACE THE StXTMRY TANK SPPA-� MAY CAUSE SIAM 'ATER. REPORT FROM Ali AU11101111ED TESTING AGACY 5U) THe K UA NOZILES WITSTS SUPYICIEIRT PROXIMITY TO TUS ARBAO. TO BE F , ADJUST11C Q KI gER HEA,) H E'4'C z Il A N1 LANDSCAPt ARCHITECT BYPORE SEGINNING WORK, UJ WATERINU P,ATTtAR SEEDED. KOLE TO 80 TwICE 1"HWE Sill OF ROOT OALL FILLIRC XN� t,'l ON BE rPODEO APEA5 , 4l PPIOR It) PLANTINC, IRPIG4TION SYSTIMS SHALL 8V fLL WMSNVORS� ROVOMEN M00 ANG SOTTOM FULLY 7PEPATIONAL AND ALL PLA*TING AREAS SHALL SE TAF SLURPY PREPARATION SHAIM TAKE 0ACE A WEEXLY REMOVAL A' ALI TRASH, LfTTFR, TIYORr� ROARED. THE SITE OV WnSK AND SMALL BEGIN BY ADDIN" w .n !v Clappumcs, AMD Al2 URVI'm nggpls 9ACKNLL URI AS PfA TANX WHEN THE KNOIXt IS AT KALV-THXOTTIX� ii , Al 2 0 OAYS AFTEN ANTINQ AMMONIUM SUIXATF 5 . Alm, &Eno - _E A SIDPE OF LESS So :ll;� IZ APPLATI 1 iAWN AREAS AT TEE RATE Of VTAKIVF� W1411,1711, IPg5v 1XVIL HAS REACHED THt HEIGHT OF THE ACITATn, � ? Pi-ANY 7A,14$- QUANUFf ANn TVPO- AS FtA SP`ECS�-- e 3�. PVR 1, Q�� ARY FECT� TUAN 10 , TO A DEPTH Of SIX PR-CIRCULATION SHALL UP ZSTABLISHED AND, z JEW) jggp 1� '%Alil ' .,!C .100 -ORNTS SPREAD Tmm szED SHkLL BE ADDTD, FERTILIZERS lo 100A 10: i � AT VTING AND PRIOR TO THE END n :, 1 0, A00M FOLLOWED BY WOOD PULP NULCH� OF 71 PFRIOD, BEST YFRTIL17ER EVENLY AAA . 000 SQUARE ic _"07 CA Z _ 11c PER SOIL, comp= 16-b-n 5HALL HE APPLIED AT FEET TREE, PLANTING SHRUB PLANTING WJLCH SHALL ONLY BE X001D TO THE MIX'rTPE �Vl '�TF SEE,�:� 'THE RATE OF i o j000 SQUARE NET TO ANALYSIS) : AMD WHEN 'PRE TANK IS hT LEAST 001-THIRD ( 1/3) � ;XIJ WITH IANN AREAS ANY ' 3NG AREAS A� 3 CUBIC YARDS NITROGEN 1 � CD REDWOOD WATER . 1p . PRIOR TO END OF KA" NANCE PERIOD. LANDSCAPE TEP ENGINE TRA07TLE SHALL RE OPENED TO PULL 9FEFD WhIN CONTRACCliDR. SHATI� ',?WNYR AHO APkANGE F0�4 A 81 100 POUNDS AGRICPLiTURAL Gyps- C. is POUNnd SOILSULFUR THE TAKE 15 NALY-FILLED WITH WATER, ALL THE WOOD YTLP FINAL WALF, THROUGH , OWNER MUST ACCEPT &LL �IRTILI ZEE ED R WS 0 25 POUNDS 16-6-8 S14W RFLFOKI MULNU SHALL 107 ADDED BY THE TIKF TRr 1ANK IS 'PitIC-THIRIS, MAINTA AFEA I 1N WPTTfN? PRIOR TO END OF' (2/3 ) VO THPi �-FOURTWS (3/4) rULL,� SPRAY;NC SHALL RAINTrN Ncr Pmlcol %Q: CC Ott- (01; XQUAL) WHEN THE TANK 15 FULL � (l EACH PIANITT, SHALL. RECEIVE too , in , A . ALI, GPOYNO COVEA SHAUL BE OrAVANTEI`0 BY THI PLANT TABLETS AS FOLLOWS � C . ARM ' .- NvA UPERATOR SHALL SPRAY ITE SLOPRS WITH A, AS TO ROWTH AN'Ll FEA1 F 0 1,' A I GALl CONTNINEP 1121 GPXY$ A E COAT BY USING THE GREEN COLAYR. OF THE PERTOD OF F�JXTY VAYS AFTER ck1MP1'FTT-0-N Or 08' WCMD v� ZUIDE. THE SLURRY SHALL HE APPLIED IV A MAINTENANCE PtRIO. MV FINAL ACCFVThNCF , Ahfrj� 5 GAL. CONTAINER 3/21 GRAM 6" 3-114" 51-01, SWFEVIL, _0� IN AN ARCHED STREAM SO AS TO FALL LIYIE' TREES 1HALL, PC GUAl ZTFFD BY 71HF CIONTI�LACIPOFl TO 15 GAY. CONTAINER . 5/21 GRAM 6' OLLOWIh- AqE WOOD PISRES TO AVILI) ON EACH (AHYP QVIE AND GROW kALE NPRIGMt PER 3 IN. BOXED TREE SJZF 1/21 walAy, PAIN, UITT 11, A GOOD C 0;1' IS ACHIEVED, KND THE MATERIAL IS SPPEAE' POEITION FOR A Vol NIP YEAR AFTEP ­73 ISICKT11,10 SfIALL BF 50% SITE SOL N9 L, AN D 501 I 'r 11 3%T THE REQUIA-- RATE PER ACR0 COMPLETION OF THr C�NANCE PERIOD PLAMT REDWOOD IMAVINGS SY VOLUME . O'Le AND FINAL ACCEPTA� NITP06EN FORTIFIED u Kl APPLY SIOPE i �"� AFD BETWEEN OCTOBER I AND FEBRMAPY THE 2 IF NO 10IN OCITw , WATEF SLOPES TO DEITTH ()1' 4 INCHES , 4 THE CONTRACTUTI, MY v: ?WCVN ( I'll OAVS OF 0 PIANT PITT SHALL BE TWICE THE SIZE IF Qs IT 0041TINUE TO WATF� n� XPEP SEFD BED FROF DRYINC OUT UNT5 WRITTEN NOTI??� > ARCHITECT, ANALL � ? GNATED NURSERY C014TAIN= PICHAY REMOVE AND Aw ", PLANT RP RAINS BEGIN� 3 MATURIXIS, WHICI 9 . p_ K MATERTAI, SHALL NOT BE ROOT BCil. 3, Y I V'r :o MEET GAVARN 19 tANDSCAPE CONTRAQ10h; ARA,0 ABGF FOR ON-IfIRTGATEC TUN REQUOT9110 04 , toN TlARTS AND 1ARGER SHALL HAVE BEER MOST 9� - FOR 4 Mimi= OF 6 MONTHS AND A MAXTwum 'rr I 0PPrO WITH WATEP TRUCF REPLACEMENn � ' I, b r:il HYDROSEEDED SLOPB AREAS TO S7 IS 1NDICA17a; w- AS . PLANTS SHALL EXHIBIT HEALTHY CROWM ak B"'� 3' TEMPORARILY UNTIL HYDROSEIP , - nh9t OF OTHEA3108 AND PEST0 AM De"t� PLANS, ARE, AIX (1�L65 q 24 V) 5 ALL 12�,NRE 8POTS SHALL BZ FFz SHALL BE GUARA14 . .,, ! FvFb VUR wi: TIES PER DETAIL m THE SATISFACTION OV TN� ORIGINAL MATERTAT. '4 ��Rtt STAKES 00 ALL VINES ANDATTACR Sheriff Oil Cit�y-Pank+Boa phi# 6 PRIOR TO THE ACCEPIAW-: l 'Z SIM, ul WALLS OR FENCES WITH NOR-METALLIC THE CITT 'S RESIDnNT ON (4'x 1) BE slURMITTED BY A REGXSTERrZ� THAT ISE HYDROSENDING WAS njECT AIRSERY STAXE4 AMD TIES FROM ALL t? SPECIFICATIONS AND THAT ATEI� STGCK� MAINTAIN IlDe GROWIT ON ALL ESTA51,19HR* TO PREVENT EEO APPLICATION SPECIFICATIONS FOR HYDPOSEEDING z 2" pyr) 13 , P!A� NOT BE PLACED WITHIN 1-W-ELVE 1120) , z ALL PLANTED AREAS INDICATED ON THESE PLANS SHALL BE 0P SPRINKLER HEADS� PLANTED WITH GROUND COVER AND HYDROSEEDED WITH THE I IN PIANT AREAS SHALL BE UNI)ER-PLANTED MIX, LISTED BELOW. 12 SHRUBS SHOVI V IYAQW4180 WIWI AWRATA M _W51AWN WITU GROUNDCOVER SHOWN BY ADJACENT SYMBOL, 00. WITVTN 12" OF MAIN PLANT STEM. COASTAL CAN DIEGO ;QVN7Y AP= 13 - LAN06CAPE C914TRACTOR SAALL PKIRTAIN A MINIMUM 11% DRAINAGE AWAY FROM ALL BUILDINGS FIRISHVIN GRACIES cWhAsk All 'A AHAIT h9 SMOOTHED TO FLININATE PUDDLING OR ST4NDIN WATER, SCALE: 112"=140" 10' - Cl 1. 2" x 2" SEIECT HEARIF REDWOOD LATTICE SLATS POSIT�QNED AT 6" O.C. 10V LBS . ! 4 , FINISHED GRADZO SMXLS tE ONr ( 1) IRISH 1RVL(TW TAII TO�P I MIMULUS PUNICEUS MISSION RED MONKEYFLOWER 2 2Q I -ELECT HEART REDWOOD JOISTS OF CUPSO, STILS, AND WXLXVAYS 10 All APPAW � WHERE 2. 6" x 6" S ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 2 LBS. 1 2" x 4" -SELECT HEART REDWOOD BUYS LOTUS SCOPARIUS DEERWEED 8 LBS. SOn TS LAID NEXT TO THESE 0 HAPLOPAPPUS VENETUS COAST GOLDENBUSH 1 LBS. GRAPE BEFOPE PAYING SOD SHALL HE 1- 00 BELOW TPF E TOP. ad C 6" x 6" SELECT HEART REDWOOD BLOCKING 6" k 67 SELECT HEART FREDW00D PCOST8 ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 2 LBS. 1, EAVED LUPINE 3 LBS . CL 6. LOCKNG 1101MAMCIN `,:�ASE, GALV. STEEL. MWE PANTED LUPINUS BICOLOR PIGMY-L ItR -POR ' T A LEXAN V1E1i-,,,' .1 <� PENSTEMON SPECTABILIS SHOWY PENSTEMON 2 LBS. 15 . THE 1ANDSCAPE CON'l AC SHALL, .EAVE �7 � t IN Al , CLrAN CONOITIOX, REMOVING ALL UNUSED MATERIAL, LASTHENIA CHRYSOSTOMA CALIFORNIA LASTHENIA 1 LBS. 7. Fff-CSH G R Ak D EE Ax, rRASS, ANI) TOOIS, ln4J PLANTAGO INSULARIS MCN 40 LBS. 12" X 341" CONCRETE FrOTINJ I 2SUO PSI MIK @ 28 DAYS) SISYRINCHIUM BELLUM BLUE-EYED GRASS 2 LBS. COMPACTED SUBGRAG� ELIA CALIFORNICA BUSH SUNFLOWER 4 LBS. LANDSCAPT CONTRACTOR SHALI RAVOTA? N ALI PLANT!= ENC 10REDWOOD FAMATY AGN ( 4" HIGH LETTERS, LINIUM GRANDIFLOOUM 'RUSRUM' SCARLET FLAX 2 LBS. i­(Je A PI,'VIOD OF SIXTY (601 PAil AFIER COMPLE"rION, Aw BY FFPT CLXAN , WATURF0. XNP WfFn- STYLE: TIVIES, ROUTED AND PAINTED INHITE) TOTAL 69 LBS/AC t ALL WOOD SHALL BE VARMNEW ANTH IOITRINE: (JUALPFY SEANGLOSS VARNISH (RAAWWWAR OR EQUAL) APPLY AF YHE RATE OF Cy 11ACRE , 'D w it L.L G R C? 13 v .�T PLANTE, 111 , HYDROSFEDING SU3 PENSICN (T SIERRY COMIUSITEGN : AT EOUt'll . 71101 ;`� ACMG PER ON MENT A, SEED MIXTURE AT REQUIRED RATE PER ACRE , PER ACRE. (TCTAI ) TRAIL HEAD MGM H . 20bo i MULCHING FYBPE 0. to 4/ACPE A2-TAC Blom G R U IN D C 0 V E R P L A N 1, D. 25 POUNDS 16-6-a SLDW RELEASE FERTILIZER PER 1 , 000 > SQUARt FZZT (QUANTITIES SUBJECT TO CHANCE PER SOIL fill AVALYSXS) IMN I e.1 A6 72 1L J ENGINEERING SERVICES CITYOF ENCINITAS-