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1998-5722 I (Plans) GENERAL NOTES PLANS FOR THE IMPROVEMENT OF WORK TO BE DONE 1. A PERMIT SHALL B£ OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES IMPROVEMENTS CONS/ST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS. THE CURRENT DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. DEVONSH/R� "S/DON/A EA ST// �N DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIF/CAT/ONS AND SPECIAL PROl�fS10NS FOR 2. THE STRUCTURAL SUCTION SHALL BE !N ACCORDANCE WITH CITY OF ENCINITAS ,.� IMPROVEMENT OF SUBDMSION STREETS AND STANDARD REFERENCE DRAWINGSS. STAIVEARDS AND AS REOU/RED PRIOR TO APPROVED BY CITY ENGINEER. "7?" VALUE TEST SHALL BE OWNER/PERM/TTEE J. APPROVAL OF THESE 1MPROWMENT PLANS AS SHOWN DOES NOT CONST/TOTE CORNERSTONE COMMUNITIES APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. �,'`�'E 0 J/ 4365 EXECU77VE DRIVE, SUITE 600 4. ALL UNDERGROUND UTIL177ES WITH/N THE STREET RIGHT-OF-WAY SHALL BE �l SAN DIEGO, CAL/FORN64 9212f t` A/0.. Y5 �-F) r (6f9) 45B-9700 CONSTRUCTED, CONNECTED AND TFS'TED PR/OR TO CONSTRUCTION OF BERM CURB, " SITE ADDRESS CROSS GUTTER AND PAVNG. 5. THE EXISTENCE AND LOCATION OF EXIS77A/G UNDERGROUND FAC/LMES SHOWN ON 1 THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE �; � - .,. _ .__ �_ a SOUTHWEST CORNER OF LEUCADIA BOULEVARD AND QUA/L GARDENS DRIVE. BEST OF OUR KNOWLEDGE. 17/ERE ARE NO OTHER EX/SLIN9 FACILMES EXCEPT AS Z�iQ/ - .. p �� SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REOUIRED 777 TAKE _ A.P.N. PRECAUTIONARY MEASURES 70 PR07ECT THE EXIS77AIG FACIL17Y SHOWN HEREON :, 254-613-03 L y _., �.. AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON 7HESE PLANS {s�.0 STANDARD ORA W/NGS 6. LOC477ON AND ELEVA77ON OF IMPROVEMENTS 70 BE MET BY WORK 70 BE DONE �a =,aC'. 20 °" SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 70 CONSTRUCTION OF NEW , ' Q¢ f9 3 SD.W.D. = SAN DIEG070 WATER DIST?ICT. WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOC47E 'tom� � 5 SD.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAW/NG. EXIS171VG UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CON57RUCTION 70 PERMIT REVISIONS TO PLANS IF REKSIONS ARE NECESSARY BECAUSE OF ACTUAL t J, 2f 1B �, -107- JJ LEGEND LOCATION OF EXISTING FACILITIES. 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & EL£C77?IC COMPANY PRIOR � `m1 <5: A, J/lil/]R A/0.. Y,Jy:JJJ IMPROVEMENTS STANDARD DWG. NO. SYMBOL QUANTITY TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK 22 S :$ WITH COMPANY REPRESENTATIVES. 6" P.C.C. CURB AND GUTTER G-2 (TYPE "G) 2,493 L.F. NOTICE. ALL REC7RIC AND GAS SERVICES WITH/N 23 + 77-IIS PROJECT ARE "UNDERGROUND'"o y 16 7 y a:, B" SEWER PER E5-282 INSTALLARONS". FOR LOCA77ON OF r REMAINDER LOT SIDEWALK 0-7 9,980 L.F. ELECTRICAL CABLES AND GAS PIPING AND 24 J5 B y I 4 NOT A PART APPURTENANCES ( ) O DRIVEWAY G-144 40 TELEPHONE- 1 (800) 422-4133 (DIG ALERT) I 2 � 8. THE CONTRAC70R SHALL NOTIFY 77-IE PACIFIC TELEPHONE COMPANY PRIOR 10 t'; ( 25 a 14 9 n I 3 °' I CROSS GU77ER 0-12 —� `— 2,954 L.F. STARTING WORK NEAR COMPANY FACIL177ES AND SHALL COORDIA147F HIS WORK C a WITH COMPANY REPRESENTA77VESS, 26 I 42 $ N077CE.• ALL TELEPHONE SERVICES W17H/N THIS 5 f3 10 `� 2 PEDESTRIAN RAMP G-27 PROJECT BOUNDARY AND "UNDERGROUND I " `t INSTALLARONS/ FOR LOCA77ON OF t 4 a 27 P.V C. SEWER S-4C, S-19 —&-- 11 088 L.F. CABLES AND APPURTENANCES CONTACT THE s� 12 11 I 1 8" SEWER (S D.R. 35, SIZE SPECIFIED ON PLANS) PACIFIC TELEPHONE COMPANY. a PER ES-292 TELEPHONE' 1 (800) 422-4133 (DIG ALERT) 28 1 SEWER MANHOLE S-17 6 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UT/L17Y J AGENCIES, ADIIS£ THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF LANE jE SEWER LATERAL 4" OR 6" P.VC. 5-13, 5-19 —�O 40 RELOCATIONS IF NEEDED. Q+s 29 PRY 40 30 STORM DRAIN D-60 (BEDDING) e — 92 L.F f0. ALL lELEVIS/ON SERVICES W/7TH/N T H IS PROJECT ARE "UNDERGROUND Q . . INSTALLA77ONS". FOR LOC4770N OF CABLES AND APPURTENANCES CONTACT U 31 I , 32 33 34 35 36 37 38 TELEPHONE 1 (800 ) 422-4133 � � � � 3 STORM DRAIN CLEANOUT (TYPE A> D-9, D-11, D-61 1 J. POWER SOURCES AND RUNS SERVING S7REET LIGHTS SHALL BE SHOWN ON THE "45- P l� 2 BUILT° IMPROVEMENT DRAWINGS ALL SOURCES SHALL BE LOCATED WITHIN THE ' s V i q_ CURB INLET - TYPE 'B-f' D-2, D-11, D-12 DEDICATED RIGHT-OF-WAY OR WITHIN EASEMEN7S DEDICATED TO THE CITY OF i I j^•, ENCINITAS __ _ __ R VC. WATER MA/N (CL 150 S D.W D. P-11, AWWA MANUAL M23 —W 1, 166 L.F. 12. NO PAVING S//ALL BE DONE UNTIL EX/STING POWE7? POLES ARE RELOCATED OUTS/DE S/DON/A STREET (SIZE SPECIFIED ON PLANS "P.VC. PIPE DE'S'IGN AND INSTALLATION" THE AREAS TO BE PAVED. GATE VALVE W f9q W-12.x, W-128 — —�—® 3 13. THE CON7R4C70R SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER ' (PUBLIC P£DES77?IAN IKE TR,4IL PRIOR TO MAKING CHANGES IN THE FIELD. 6' FIRE�HYDR4NT AND ASSEMBLY SD.W.D. P-1 2 14. ALL S1GN5 TO BE ALUMINUM W1TT/ 3 FOOT HIGH INTENSITY TYPE REFLECTIVE FACE KEY MAP OR EOUIVALENT KEY MAP LEGEND " _ ' LEGEND OF ABBREVIATIONS 2" BLOW OFF S.DW.D P-4 1 15 CONTRACTOR SHALL REOUEST FROM THE CITY ENGINEER'S OFFICE A PRE- SCALE f 100 CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF N077CE FOR SEWER P.C.C. PORTLAND CEMENT CONCRETE 1" A14NUAL AIR RELEASE ASSEMBLY S.D.W.D. P-10 1 SUCH A MEETING. (633-2770) STORM DRAIN =_______= A.C. ASPHALT CONCRETE 16. ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY GRADING FOR STREETS R7RE HYDRANT ►N (' CEN7ERLINE SIDEWALK UNDER DRAIN D-27 u 39 AND DRIVEWAYS SHALL BE HYDROSEEDED WITH CITY OF ENCINITAS APPROVED S7REET LIGHT R/W RIGHT OF WAY HYDROSEED MIXTURE. HYDROSEEDED SLOPES SHALL BE !RR/GATED BY WATER FLOW LINE S7REET LIGHT -*leV5Z'/`�J/73-LBre o — 4 7RUCK UN77L THE MIX7VRE GERMINATES AND GROWTH !S ESTABLISHED. EASEMENT _ —_--- J7. ALL LUMINARIES SHALL PROVIDE 7R?UE 90' CUTOFF, AND ALLOW NO ESCAPE OF I.E. INVERT ELEVA77ON A.C. PAVEMENT SEE TYPICAL SECTION, SHEET 2 r 47,000 S.F. LIGHT ABOVE THE HORIZONTAL WATER LINE — W— T.C. 7OP OF CURB DIRECTION OF DRAINAGE P.KC. POI riINYL CHLORIDE 18. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS SHALL NOT BE IN COPPER WATER SER14CE S.D.W.D. P-2 40 PERMI7TED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, MROUGH FACE STREET NAME SIGN S.D.W..D. SAN DIEGUITO WATER DISTRICT OF CURB, TO GUTTER IN PUBLIC STREET PROPERTY LINE IL GOT NUMBER 1 S777EET NAME SIGN 2 19. 7HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK "A" WHICH IS DISTURBED OR DES7ROYED SHALL BE RE-ESTABLISHED AND REPLACED BY SHEET NUMBER TRENCH RESURFACING G-24 (TYPE ) ® 270 LF A REG/S7ERED CML ENGINEER OR A LICENSED LAND SURVEYOR. 20. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SUED/VISION BOUNDARY SERI4CE BY CHISELING 771E LETTERS 19" AND AWN, RESPEC77VELY, 2 INCHES HIGH LOT LINE INTO THE FACE OF THE CURB. 21 CHEAT/ON APPROVED BY LOT INSPECTOR.AIN7ED ON THE CURB IN A MANNER AND PRIVATE ROAD CERT/F/CA TE REFERENCE DRA WINGS / CE7RT7FY THAT THE PR/VAT£ ROAD IMPROVEMENTS AS SHOWN ON 77•/!S PLAN 5661-/, 4457-1, 5790_ _292, x_282 as ALL WORK SHALL S DONE IN ACCORDANCE WITH THE STANDARD EGO STANDARD S477SFIES THE REOU/REMENTS AS STATED IN THE RA14L NOT/CE OF APPROVAL FOR PUBLIC WORKS CONSTYUCTON STAN (LATEST EDITION), F SAN DIEGO STANDARD FOR T.M. 98-110 AND THE STANDARDS FOR PRIVATE S7REE7S SPECL4L PROVISIONS TO 7h/E STANDARD SPEC/F/CAT/ONS FOR PUBLIC WORKS QUANTITIES NOTE CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) THE 0U4IN77TIE5 ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY THE ENGINEER /S NOT 371/51? RESPONSIBLE FOR OUANTIT/ES 14SED BY VARIOUS SUBCON7RACTORS IN ESTABLISHING THE SCOPE OF WORK PETER R. SAFlNO R.C.E. 44171 DATE TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON 7HESE PLANS. ENG/NEER OF WORK AND DEMARAT/ON OF OWNERS CERTIFICATE "RESPOMME CHARGE IT 1S AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES 70 7HESE PLANS. IT !S FURTHER AGREED THAT 77-IE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH I HEREBY DECLARE THAT / AM 7W ENGINEER OF WORK FOR 7XS PROJECT, THAT / CHANGES, ALTERAT70NS OR ADDITIONS 70 THESE PLANS WHICH THE CI7Y EN.G/NEER DETERMINES ARE NECESSARY HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS LA COSTA AID-NUE FOR AND DESIRABLE FOR THE PROPER COMPLE77ON OF THE IMPROVEMENTS DEFINED IN SEC77ON 6703 OF THE BUS/NESS AND PROFESSIONS CODE, AND THAT THE QUA/L ! FURTHER AGREE 70 COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON 7HESE PLANS WI77/IN EXISTING CITY DESIGN IS CONS/S7ENP WITH CURRENT STANDARDS. o GARDENS RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF 7HE CON57RUCT70N PERMIT AND 70 PURSUE SUCH WORK / UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/F/CA770NS BY DRIVE ACTIVELY ON EVERY NOMINAL WORKING DAY UNTIL COMPLETED. IRRESPEC77W AND INDEPENDENT OF ANY OTHER THE CITY OF ENCIN17AS IS CONFINED 70 A REVIEW ONLY AND DOES NOT RELIEVE ME, y WORK ASSOCIATED WITH THIS PRGVECT OR UNDER MY CON77?OL. AS ENGINE O WO K, 0 RESPoNS/B/L177ES' FOR PROJECT DESIGN. � r� SHEA HOMES LIMITED PARMERSH/P BY. � � /j- � LE7/CAD/A BOULEVARD 10721 7REEM STREET, SUITE 200 0 9 SAN DIEGO, CAL/FORMA 92131-1039 i= PETER R. SA f 7NO 2 (619) 549-3156 F R.C.E. 44171 Q¢OFESS[ONq< S/TE� PASEO �` rn SB&O, INC. �� R. sq� F2 DE ECOKES C3 0 3615 KEARNY VILLA ROAD, SUITE 201 r PAC/FIC ° -- �' -�1 '°I°I. ,SAN DIEGO, CAL/FORMA 92123 CD a o m OCEAN ^a SIGNATURE 11 �h DALE z (619) 560-1141 ,_ No.44171 WpVl # Exp. 6/30/01 * ENCINIMS 09 CIVIC- P BOULEVARD ENCINITAS FIRE PROTECTION DISTRICT SEWER AGENCY COMMUNITY DEVELOPMENT °F CA By. EN TA T VICINITY MAP � BY: � /",►OU'LrL BY: BY�/ •G, C'S. NOT 70 SCALE DATE: ���5 9 9 DATE: -/?99 DATE: 03/99 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED er C�H BY CHECKED er APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 3 RfVISfD SEWER LINE "A'� t/ILl'lo DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE PRIVATE STREET AND PUBLIC UTILITY IMPROVEMENT OF: DEVONSHIRE 5722 I HS 'Bl!/GT �•Q IN WELL MONUMENT. HORIZONTAL B LOCATION: STA. 64+24 EL CAMINO REAL DATE �. � - �• � � � EJ X287 RECORDED FROM: S.D. CO. VERTICAL PETER SAFINO 44171 _ S/DON/A EAST CONTROL PAGE 105 VERTICAL DATE: �aB-� R.C.E. N0. 2l-�q ELEVATION: 120.20 DATUM: M.S.L. SIGNATURE EXPIRES 2 YEARS FROM DATE EXP. 6-30-01 DATE: !7- a9 DATE: �� WORK PROJECT NO. T.M. N0. 98-110 SHEET 1 OF 4 3=72=99- x$-894 E=29-0J 54002101.DWG � A;' Al/�© lI T 54002. 10 ' WATER NOTES SEWER NOTES .SEWER LATERAL TABLE WATER 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIRC nONS FOR SERVICE TABLE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN D/EGUITO WATER PUBLIC WORKS CONSTRUCTION (LATEST E917701V), THE SAN DIEGO STANDARD DEPTH 34CKFLOW DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR SPECAL PROVISIONS TO THE STANDARD SPECIRCATIONS FOR PUBLIC WORKS BELOW UNIT DROP LENGTH PREI/ENTER OT A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. CONS7RUCRON, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AT 411V /NV ELEV SLOPE TOP CURB STATION L STATION 2. UNLESS OTHERWISE N07E9, ALL CONNECT IONS TO EXIS771VG MA/NS WILL BE MADE THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST ED/7/001), AND 701E NO. AT MA/N TO MA/A( /N FEET AT ELEV. T.C. AT /P REYES BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN D/EGU/TO WATER D/STRICT. FOLLOWING SPECIAL PROKSIONS. 1 273. 18 1.2 3p.00 278.81 1&OX 284.31 5.50 157. 15 YES 1 +62. 16 AFTER PAYMENT OF THE E577MA7ED COST BY 77.1E DEVELOPER, CONTRACTOR SHALL 2 273.41 1.2 30.00 280.00 18.0% 285.50 5.50 1+04.59 YES 2 +99.59 COORDINATE WITH D/S7R/CT ALL ARRANGEMEN75 FOR HIGH-LINING, 7EMPORARY 1. TRENCH WIDTH SHALL BE PER S•D.R.S.D. NO. S-4 UNLESS OTHERWISE N07E0. 3 273.72 1.2 30.00 281.54 22. 1X 28704 5.50 1+66.37 YES 3 1171.37 SERVICES, ETC., PR/OR TO SHUTDOWN. 2. PIPE AND BEDDING COND/T/ONS 4 273.96 1.2 30.00 282.73 25.2X 288.23 5.50 2+13.99 YES 4 2+24.76 ARE NOT SHOWN ON 771E WATER MAIN PROFILE 5 274.37 1.2 14.42 285.03 65.6X 290.53 5.50 2197.34 5 2197.35 J. WHERE ELEVATIONS AND GRADES R , A ALL PIPE SHALL HAKE 4 MINIMUM OF TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. () 6 274.34 1.2 19.61 284.90 47.7X 290.40 5.50 2190.05 6 2190.05 3/4 /NCH CRUSHED ROCK BENEATH TILE 4. ALL SERI4CES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS PIPE. 7 274. 16 1.2 30.02 283.75 27.9X 289.25 5.50 2+54.69 7 2+49.69 5• CONTRACTOR TO FURNISH 1 /NCH COPPER WATER SERI4CE AND METER BOX FOR EACH (B) VC.P AND A.B.S. TRUSS PIPE BEDDING 8 273.93 1.2 30.00 282.59 24.9X 288.09 5.50 2+08.54 8 2103.54 RESIDEN7AL LOT: FROM BOTTOM OF PIPE TO (12) TWELVE 9 273.71 1.2 30.00 281.47 21.9X 286.97 5.50 1+63.46 YES 9 1+58.46 INCHES MIN/MUM ABOVE THE PIPE SHALL 10 273.48 1.2 30.00 280.31 18.8X 285.81 5.50 1+1704 YES 10 1+12.04 6. CON7RACTORS SHALL ACOUIRE A 7RENCH/NG PERMIT FROM THE CAL/FORN/A BE SAND, GRAIVE, CRUSHED AGGREGATE 11 273.25 1.2 30.00 279. 17 15.7X 284.67 5.50 171.68 YES 11 166.68 DI9S/ON OF SAFETY FOR ALL TRENCH WORK. NA77lVE FREE-DRAINING GRANULAR 7. INSTALL RRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 MA7ERG4L HAWNG A SAND EOUIVALNT OF 12 290.44 1.2 30.00 293.08 4.8X 298.58 5.50 15+92.33 YES 12 15+87.33 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. 30 OR BETTER. 13 291.90 1.2 30.00 294.40 4.3X 299.90 5.50 16+40.95 YES 13 16+35.95 8. PROIV/DE A/R RELEASE ASSEMBLIES AT ALL HIGH POINTS /N WATER MA/N. (C) P.VC. AND A.B.S. SOLID WALL PIPE 14 293.33 1.2 30.00 295.68 3.8X 301. 18 5.50 16+88.64 YES 14 16+83.64 BEDDING FROM BOTTOM OF PIPE TO 12 15 294.75 1.2 30.00 296.97 3.4X 1 302.47 5.50 17136.20 YES 15 17+31. 12 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE C17Y OF ENCINITAS INCHES MIN/MUM ABOVE 771E PIPE SHALL 16 296. 17 1.2 30.00 298.24 2.9X 303.74 5.50 17+83.50 16 17+78.50 FOR ANY EXCAlVA77ON WITHIN EXIS771VG CITY RIGHT-OF-WAY. BE 314" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE 17 297.55 1.2 42.81 299.62 2.OX 305. 12 5.50 18129.50 17 18+24.50 f0. THE DISTRICT REOU/RES THAT COMPA077ON 7ESTS BEvTAKEN WHERE WATER LINES PIPE INVERT GRADES ARE 1X OR 18 29795 1.2 4771 300.56 J.OX 306.06 5.50 18+42.87 18 18+50.91 ARE INSTALLED W177-I/N EXIS771VG COUNTY RIGHTS-OF-WAY, CITY OF ENCINITAS GREA7ER. 19 298.22 1.2 38.08 300.99 4. 1X 306.49 5.50 1 18151.87 19 18+55.51 RIGHTS-OF-WAY, PRIVATE EASEMENTS; AND 7XF RESUL75 APPROVED BY 7XF CITY OF J. AFTER COMPLETION OF PIPE LAYING, ALL MA/01 LINE SEWERS, SEWER SERVICE 20 298. 13 1.2 42. 15 300.98 3.9X 306.48 5.50 18+48.87 20 18+46.30 ENC/NIMS, BEFORE THE WATER LINES ARE ACCEP7ED AND A COPY SENT TO 77.1E SAN LA7FRALS AND STRUCTURES SHALL BE 7ES7ED /N THE PRESENCE OF THE INSPECTORR, D/EGU/TO WATER D/SIR/CT OFT7CE. T SHALL BE USED UNLESS 07TIERWISE DIRECTED BY THE 2f 29786 f.2 43. 16 300.78 J.6X 305.28 5.50 18+45.87 21 18+37.08 A/R PRESSURE TES 22 297.86 1.2 44.96 299.94 2.OX 305.44 5.50 18+39.87 22 18+32.47 11. PRIOR TO AWARDING WA7ER LINE CONTRACT, OWNER SHALL ADVISE PROSPECnVE INSPECTOR. CONTRACTORS TO OBTAIN AND REWWEW CURRENT SAN D/EGU/TO WATER D/S7RICT'S 4• THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER S.D.R.S.D. NO. S-17. POURED /N 23 29 5.72 1.2 30.00 298.95 3.4X 304.45 5.50 18101.85 23 17+96.85 SPEC6f76AT TONS PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR RN/SHED COMPLETE AT 771E 24 295.42 1.2 30.00 297.57 J. 303.07 5.50 17158.41 24 17153.41 12. 771E C0N7R4CT0R SHALL N077FY 771E DI57R/C7"S INSPECTION DEPARTMENT 48 77ME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-/NCH 25 294.05 1.2 30.00 296.33 3.6X 301.83 550 17+12.73 YES 25 17+07.73 HOURS IN ADVANCE OF BEGINNING WORK 70 ARRANGE FOR INSPEC770N OF PROJECT. COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 26 292.71 1.2 30.00 295.13 4. 1X 300.63 5.50 16+6799 YES 26 16+6299 5. THE CONSTRUCTION OF 4 /NCH SEWER LATERALS PER S.D.R.S.D. NO. S-13 AND S-14. 27 291.38 1.2 30.00 293.94 4.5X 299.44 5.50 16+23.89 YES 27 16+18.89 13• FILL AREAS MUST BE COMPACTED TO 90% PR/OR TO PIPE /NSTALLATTON> LATERALS SHALL NOT DISCHARGE DIRE07LY INTO MANHOLE. 28 290. 14 1.2 31. 16 292.63 1 4. 1X 298. 13 5.50 15+76.00 YES 28 15+6564 14. APPROVAL OF THIS PLAN BY SAN D/EGUMO WATER DIS7R/CT DOES NOT CON5777UTE 6. 7XF CONSTRUCTION OF CONCRETE ANCHOR WALLS PER S.D.R.S.D. NO. S-10., TYPE A. 29 289.21 1.2 33.87 292.17 5.2X 297.67 5.50 15+49.94 YES 29 15+53.98 A REPRESENTATION AS TO THE ACCURACY OF, 771E LOCATION OF, OR THE EXISMNCE 30 288.90 1.2 24.91 291.79 6.8X 29729 5.50 15+45.84 30 15+45.36 OR NON-EXISTENCE OF, ANY UNDERGROUND UR7LITY, PIPE OR STRUCTURE WITHIN 7 ALL MAINS AND LA7ERALS SHALL BE CONSTRUCTED WITH 42 /NCH MIN/MUM COVER. THE LIMITS OF THIS PROJECT. 8• 711E FINAL LOCAT70N AND ELEIVARON SEWER AND WATER MA/NS AND LA7ERALS 31 287.36 1.2 33.82 291.39 8.42 296.89 5.50 15+28.08 31 15+36.64 SHALL BE SHOWN ON ORIGINAL AS-BU/LT PLANS, PRIOR TO ACCEPTANCE OF WORK. 32 283. 13 1.2 30.00 287.70 11.2X 293.20 5.50 14+66. 19 YES 32 14+61. 19 15. ALL EX/STING FAC/L177ES WHICH M.4Y EFFECT FINAL DESIGN, /.E. LINE CROSSINGS, 33 279.46 1.2 1 30.00 284.42 12.5X 289.92 5.50 14+12. 19 YES 33 1 14+07. 19 LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD IVER/FIE77. ALL 9. ALL DESIGN CHANGES OF SEWER MA/NS SHALL BE APPROVED BY THE D157R/CT EXISTING OR PROPOSED UAL/TY CROSSINGS WITH/N 10 FEET OF PROPOSED WATER ENGINEER IN WRI77NG PR/OR TO ACCEPTANCE FOR PUBLIC USE. 34 275.79 1.2 30.00 2778 14..8X 286.64 5.50 13158. 19 YES 34 13+53. 19 MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO 35 272.43 1.2 30.00 277.87 14. 1X 283.37 5.50 13104. 19 35 12199. 16 CROSS UNDER WATER MA/NS UNLESS GIVEN WRITTEN PERMITS/ON BY WATER f0. FILL AREAS MUST BE COMPACTED TO 9OX PRIOR TO PIPE INSTALLATIONN, 36 270.47 1.2 30.00 274.60 9.8X 280. 10 5.50 12+50.40 YES 36 12+45.83 D/STRICT. 11. THE CONTRACTOR SHALL N077FY THE DISTRICT'S FIELD OPERATIONS DI9S/ON 48 37 268.63 1.2 30.00 271.54 5.7X 27704 5.50 12+00.00 YES 37 11+94.86 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 38 26733 1.2 30.00 269.38 2.8X 274.88 5.50 11164.22 YES 38 11+58.97 BACKFLOW DEWCE INSTALLED TO THE D/S7RICT"S SA77SFAC7701V BACKFLOW PHONE NO. 633-2770. 39 264.20 1.2 10.00 268.90 35.OX 276.00 7.10 8147.03 39 11+30.83 DEWCES ARE TO BE INSTALLED DIRECTLY OUTS/DE CITY OR COUNTY RIGHT-OF-WAY 40 265.37 1.2 10.00 268 57 20.OX 275.50 6.93 9127.88 40 11+20.07 OR OUTS'/DE WATER DISTRICT EASEMENT. REPA/R, MAINTENANCE, AND ANNUAL 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM 7XF CITY'S ENGINEERING SERWOES TESTING OF EtACKFLOW DEl9CE OR RESPONSIBILITY OF OWNER. DEPARTMENT FOR ANY EXCAI/AT/ON WITHIN EX/STING CITY R/GHTS-OF-WAY. 3 EXIST. 63.61 1. 14.8 270. 0± 43.2 a 7+g4.89 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARAIWE'E ALL WORK FOR A PER/OD 17. MIN/MUM HORIZONTAL SEPARATION OF 10 FEET REOU/RED BETWEEN FIRE HYDRANTS OF ONE YEAR AFTER THE BATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND LOT LOT AND SAN DIEGO GAS AND ELEC7R/C VAULTS. SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY 077IER !' LINE 60, LINE 18. U77L/TIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER WORK WHICH MAY BE DISPLACED /N SO DOING THAT MAY PROVE DEFEC77lVE /N SERVICES. WORKMANSH/P AND/OR MATERIALS W/7TI/N THE ONE YEAR PER/OD fROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEP771VG 4' 6' 6' 4' 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EX/STING ORDINARY WEAR AND 7EAR, UNUSUAL ABUSE OR NEGLECT. " 2' 2, HA7ER FACIL/7Y (FIRE HYDRANT, ME7ERS, VVAL IVES, IVAL IVE BOXES, ETC.) THAT ARE 2 ND GAP 3 P.V C. FOR EFFECTED BY ITS PROJECT. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPEC/F/CA170NS, 7JIE APPROPRIATE � FUTURE CONNEC770N BURIED U77LITY WARNING AND /DNTIRGA77001 TAPE ABOVE ALL PUBLIC SEWER 20. CONTRACTOR 70 SUPPLY DOCUMNTA770N SHOWING TH,A7 ANY ASBESTOS WATER LINES, AND POR77ONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE OR EASEMENTS. "� /L' ��� * CURB AND GUTTER i SIDEWALK PER G-7 (TYP.) BY 7HF SAN DIEGO COUNTY WASTE DIVISION, �' 1 2y� PER G-2 (TYP.) 2% \Z•T 15. "4S-BUILT` DRAWINGS MUST BE SUBMITTED PR/OR TO FINAL ACCEPTANCE OF TILE 2 21. CO017RACTOR TO COORDINATE W/7H SAN D/EGU/TO WATER DISTRICT 771E WORK. 2X 2% •// APPROPRIATE" ORDER /N WHICH SOME OF THE WORK SHALL BE DONE, a: 16. THE DEVELOPER MAY BE REOUIREO 70 GRADE AN ACCESS ROAD TO MAINTAIN ANY 22 USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH PUBLIC SEWERS CONSTRUCTED W THIN EASEMEN75 AND MAY BE REQUIRED TO CURB AND GU77FR HIGH DEFLECTION COUPLINGS AND /N7EGRAL BELL ND PIPE FOR CURVED ALIGNMENTS DEDICATE ADD/T/ONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 3" P.V.C. SIDEWALK UNDERDRA/N A.C. PAVEMENT AND BASE 1111 807H COUPLINGS.ORISAW7CUT /N7EGRAL BELL DIRECNONS. DO NOT BEND PIPE BETWEEN PER D-27 AT 1.02 (M/N. 4" A.C. OVER 6"A.B.) OF STANDARD PIPE AND BEVEL END 17. WAS7EWATER DISCHARGE PERM/73 AND PLUMBING PERMITS ARE REQUIRED PR/OR FOR USE WITH DEFLEC7ON COUPLINGS USE 9.5 FOOT PLAIN END PIPE LEN07HS TO CONNEC7ON TO SYSTEM. (ONE EVERY LOT) WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET 70 270 FEET /-DIRECTION OF DRAINAGE * SIDEWALK /S CON77G000S AT KNUCKLES USE 19 FOOT PLAIN ND PIPE LENGTHS W17H DEFLECTION COUPLINGS FOR ALL 18. NEW SEWER MA/NS LESS THAN 36 INCHES' /N DIAMETER SHALL BE INSPECTED BY d AND CUL-DE-SACS. RADII BETWEEN 270 FEET AND 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH CLOSED CIRCUIT 7ELEl9S/ON AFTER COMPLETION OF 7RENCH/NG 84CKRLL AND TYPICA L SECT/ON PRIVATE STREETS JOINED TOGETHER WITH A 19 FOOT PLAN END PIPE LENGTH TO FORM A CHORD. FINISHED GRADING, BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT A DETA/L ov SIDEWALK UNDERDRA/N USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS 7RNCH RESURFACING. C0N7R4CT0R SHALL PROIV/DE FOR TELEl9S/ON /NSPEC77ON. COMBINA77ON THROUGH 701E CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET (SEC. 306-1.4.8.) Z NOT TO SCALE NOT T./. = SCALE = 5.0 TO 1, 150 FEET. PIPE LENG7US SHORTER THAN 9 FEET WILL NOT BE USED UNLES'S SPECIR04ILLY AUTHORIZED BY D457R/CT'S REPRES'ENTA7AVE. LOT 42 WEST R/W 72' EAST R/W MASONRY SCREEN 1p' 26' 26' 10' WALL PER SEPARATE PERM/T. I I SEE DWG. NO. 5661-L. I I 2 2' 13' L.D.Z. 2p' 6' 6' 20' 13' L.D.Z• r? 8' k5' CURB AND 5' 5*GUTTER (TYP.) 2 2X 2$ " a ry/ A If d- -J PUBLIC ACCESS/ RECREATION TRAIL A.C. PAVEMENT AND RECRE477ON 7RAIL. PER DWG. NO. 5661-1 BASE (TYP.) SEE DWG NO. 5661-1 ` c TYPICAL SECT/ON MAIL GARDEN DRIVE PER DWG. NO. 5661-/ C12 c NOT TO SCALE °N'' • r o � c c a `ti c 0 � o ; z 4 z QROFESS' 2 A� Fz R. Sq FZ z q �Z Z z z ENCINITAS FIRE PROTECTION DISTRICT w a No.44171 ° m z I Exp. 6/30/01 +A G BY: /{��,,�/,,� /�/�,, Jj• CIV I\- ti F of C P�TF o DATE: S/Z97 V 1 O( REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 3 WER LATERAL �./1II 2i I�fe DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED LANS FOR THE PRIVATE STREET AND PUBLIC UTILITY IMPROVEMENT OF: 5722-I HS-BI//GT q • • IN WELL MONUMENT. HORIZONTAL BY: 62 LOCATION: STA. 64+24 EL CAMINO REAL DATE: 5'I3-9 / DEVONSHIRE RECORDED FROM: S.D. CO. VERTICAL 44171 BY: BY: �S/DON/A EAST ES-287 CONTROL PAGE 105 VERTICAL DATE: PETER SAFINO R.C.E. NO. / M.S.L. 6-30-Of DATE: Gs'/7 DATE: (o'ti�'A�i WORK PROJECT NO. T.M. NO. 98-110 SHEET 2 OF 4 ELEVATION: 120.20 DATUM: SIGNA7URE EXPIRES' 2 YEARS fROM DATE EXP. 3Q g g9- 8-21-0I 54002102.DWG ,� 54002. 10 f 44 + -4 ­.­�------ -- --------- -4- .-L-JL_+ 4__ ___�z t n J ...... C. N-44 L 4 A, WO �s4­-4- -4-4­ wl-qw,�_ ...... A Aw j- �lrda 4_1 ­4­42 716"--? 9 WV177- k Iz; I i � 1 i 40 4 ___t__ -4 ........ L i 4126' r4 70 Rio' Q� k -1A 4-- F.R.S! __! 1 ' ' I I - v . i I %D I;d I _;0-0, i 6 3 i 1 1 i -I- L 4- T 9 4_I T L Aff- A0, 21� _4L 444 7 MA4 A �n) 4 _4 w woe tf _:E IF A i I I I __J I 1 9 i I �1001 va! 1 tE j --- ----- _J_ i ­J r gi NJ a L + T"7!7 4- �F , t N % _41J C4 C. Ovkff i- r 1w 1 11 7-1 bo* 1 WWI -4 1 I -Ift-ft All --- ---- r 917A -44: ws -74 41' ...... ilk MAW- ------ A4 ------ _4---- on L u1ja WO-4-4- H. Al r'jV4_A T 0'�Ao L4FX f VA_TV 143 4FT �(1150�-D 4100. T­ if a. (v) i U41 A �IIAX� _L_J� f + + TACH EXelser, AND GUrIFR, IV 711.211 FPSt I? � i I � 1 i 1 5 � i I I � 115 1 1 1 16 20.00' 180 R.C.P. S.D. 10*58. q fd nn, r GRAPHIC SCALE (CL. 13.0-D) AT 20.9OX ORAPHIC SCALE 10+36 19.00' L r vV/N EXIS T TYPE �4-4' C.O. SEE DOG. 5722-G I � 40' 10+9197 22.25' L T FOR EXhRNCED PAWNG IQ! 0 loo m 15.7 C.FS. o' 18' R.C.P. S.D. 22 V loom 24.J FAS. LIM175 AND DETAILS. 80 40 0 40 80 PROVIDE #A7FR TGYr 610INTF 40 0 40 80 63+54 04VAIL G4fiDEN 80 Y DRIVE\ 10+90 EAD I',- " I FXST TYPE �4-50 C.a ENSAMCED PAKNG PER w �l 14 PER DM. NO. 4457-1 LANDSCAPE PLANS it 'K 4�L FOR CONrINUA SEE SHEET W 14J r S , rtu Flo 20' SEWR EASEMENT 7-0 ENCINITAS SWITARY DISTRICT N� 4, C', vcv� To N 1+ Jv 7 % .4 X 0 t; L 0 0 K.. Z lf4 c �0 FROWN S PAL 14 �_W4 1711 .3 M.H. No. I I WS w 15+36.64 0+6g 4wp.v W.5. 1A. IRRIGA77ON SLEEVE '28.08, 4- LA 17 D#y 10 z�4 10+58.50, 26.25' Rr k 1-44 4;j %4 5' rrPE WN INLET 6z N I %N L_,r Ink: P i IRRIGATION SLEEVE IZA It -N 4 -L TEE cd 1* ia2l, IF 17' 10+50, 4 0 P.V Q. 15 OWY k AATCH EXIS77NO A.C. WALK 5 A�J W 197 x 6" 1 It fZ. x 7M ks 4, wA G L INL 5 n ADAPTOR WITH 4w STA. 15+1J.97 ,4 :4 H AMPTON COURT REDUCER INORTY AND B.C. I;d doe. FIRE HYDRANT ASSEM& N N31 las, - k) c V Q U) N Pk (s SEE SNEF r 4 SLE L Z'77 y R -, iAST 14 V� 4. C4 N N, q: 64*27 QUAIL G4RDENS DRIVE 03 * N REM9 VE 108' OF rFMPOfiARY A C. BERM w IEZ Iln j. cz, q4 00 Q0 AA TCH EXIST CLUSMY AN01 v- 4)!� rkv - cll� AND WALK PER DM. NO. 4457-1 C:4 ai Not I -4 is IQ % C4 h ijE cs 00 W 14 4EXAMM LAME RIVA Q,CrA/Z A 00 SCALE. 1 20' PRIVA rE CURB DA 7A EARLE A IbEiIRING RADIUS LENGTY DESCRIPTON PUBLIC STORM DRAIN DA TA TA Bt F LO2 RE SEWER, WATER, AND STORM DRA 7�_ Q� i RADIUS -TY Nq Q 1 90000,000 30.00' 4Z 12' G2 PF 'Go 11 LENGTV ARE PUBLIC. %no 2 N40*13'00AW 15.00, G2-7YOF V f Of, 1 41.25' 118- R.C.P. IMPROVEMENTS ARE PRIVA7F OTHER Go 7 4)',N- A L MRA NE MR VA W) 3 2X.T845 0 24.00' 9.89 G2-TYPE 2 rv-po to 05'W 30.80. z 4 22 @5458 0 24.00' 9.60, G2-7TRF 'Go IQ PRI VA TE CURB DATA TA Bl_E CEN TERL 1A(E DA A 7A BL L Q j IV rk rZ 'Q1 64+75 04WL GARDENS 5 "*26'49 230.00' 1 M.42' G2-7WF V it AzA� RADIUS LFA(GTY Q I LAIRFARING RADIUS LENGTY DEWRIP7701V tio r-4 :,4 DRlk& I IRRIG- 61 N405536 246,25' G2-7 YPE `19' PURL/C SEWER DA TA TABLE' 23A I PlIBI./C SEMER DA;rA TABLE C-1 zti icl 9 SER 7 N 1 112 1 7722 50.00' 6752 1 X22:2 1 40.00' J.75' G2-7YFF V �D A 7 22012280 40.00, 15.50' G2-7YPE 'Go ��A IBFA R11 VG RADIUS LENGTH DEWRIP77ON �s 2 N82&1759 NE 132-32-01- 48.00' 111.03, G2-7WE 10' 0 k- C) AIREARING I RADIUS I L ENG TH I DESCRIPTON z 8 N4 055'36`E - 143.65' G2-7YPE 'Go - 0", 1 N4055'360E 40.04' 80 P.VC. S.D.R. +75 6ARDEN5 DRIVE 1 M449'590 2mag I iaoi' 18 w P.V C. S,D.R. J5 3 60071060 700.ao' 74.75' 3 2734'49 w 40. 19.25' 02-7YPE V u PV I - -7Y '5536 7 81.41' 18- P.VC. S.D.R. 35 4 N82017'59`E - A(82'17:�91F 126.54' 8* A VC. S. -3 %-y 'K TA P EXIS T 8 C. 9 N455'J6`E 17011 G2 PF 'Go p 2 D.R. 5 1 2 A(4 4 10825105 NE 120.64' 71.38' G2-7WE 'G_ 146.29' -7Y '55 U6 7 1 199.98' 18- A VC. S.D.R. 35 - 5 8*07'060 720.00' 76.89' G2-TYPE V -3 74-75' 8" A VC. SAR.-35 'N' 7ER 4 10 44006 50 x 190.00, G2 FF IG 3 A(4 700.00' N % 3 4 N86251051E - 11 . 24030:21 N 24.00' 10.26' G2-7MGF 'Go 120-64' 8" P.VC. S.D.R.-35 * * - 1 V 6 A(8e25'05`E 51.85' G2-7YPE #Go 12 2X28'350 G2-7YPE 'Go PUBLIC WA rER DA TA TA BL f R 7 44 02455 0 30.00' 23.26' G2-7YPE 'Go z C FA(TERL INE DA TA TABLE 24.00' 9.83' PUBLIC WA rER DA TA TA BL E ENCINITAS RRE PROTECTION DISTRICT 13 N406131001y - 15.00' G2-7YPF V A/bEARING RADAS LENGTH DESCRIP77ON 4 8 268449'50 0 40.00' 18768' G2-7YPF 'Go >A IBEA RIA(G RADIUS LENGTH DESCRIP77ON Q AlBEARING RADIUS LENGTH 14 90'00'OON 30.00, 4Z 12' G2-7 YPF V N40@13100AW 82.64' 8 0 A V C. Cl--150 0 044 442455 0 30.00, 2326' G2-7 YPF V I N$955'360E 32.03' 40P.VC CL. 150 N40731001W 8Z 14' 15 180*00' 4.00' 1 G2-TYPE V - No.44171 M w D ;D N88*25'05'r 1 00" 12.57 )/01 BYQ=n� 2 45908 J6 0 210.00' 165.46'-- 16 N40013'004W - 2 45008�Y6* 200.00' 15758' 80P.VC. CL-150 Exp. 6/31 10 1 51.65' G2-TYPE V 2 N8201759NE 118.53' 4� P.VC CL. 150 1 2700' G2-7`YCF V _3 _N4155'38'r 52.53' 80 PVC. CL-150 6007'060 880.00' 72.81' G2-rrpE, 'G' 3 8007106w 690.00'* 73-88' 4' P,VC, Ct. 150 3 N4055 36 of, - 61.41' 17 180*00'00" 4.00' 1 12.57' G2-7YPE V T N4055'38NE 208.89' 80 P.vc. 86.50, r,2-rxpE 'Go DATE: 5/25lq9 4 N4*55381F 199.96, 1181 N40-13'00-W - 2700' G2-TYFF` Cl-150 Or npQ9 L12 N82*17�590E - 4 N88025'050F 13J.4 1' 4' A VC. Ct. 160 I * SEE WATER MOTE NO. 22 DESIGNED BY DRAWN 877777'CHECKED BY -Tn-00' 4051' G2-7YPL- 'Go SEE WATER NOTF NO. 22. C/ REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT APPROVALS DRAWING NO. M.O. K.J.Q. I P.R.S. CITY OF ENCINITAS ENGINEERING DEPARTMENT As_01111.r DESCRIPTION: -12P OF BRASS DISK 4- 112 4 T- ....... 4- 4 t 4 IN WELL MONUMENT. HORIZONTAL VARIES BY: PLANS PREPARED UNDEY THE SUPER\ASION OF RECOMMENDED APPROVED PLANS FOR THE PRIVATE STREET AND PUBLIC UTILITY IMPROVEMENT OR 5722-1 LOCATION: STA. 64+24 EL CAMINO REAL DATE:i-1-1-42- DEVONSHIRE RECORDED FROM: S.D. CO. VERTICAL VARIES R.C.E. NO. 44171 BY- ��ze 13Y: u,)IhI Ap ES-287 CONTROL PAGE 105 VIERTICAL DATE: PETER P. SAFIN DATE: DATE: � -24-41 - SID ONIA EA S;r ELEVATION: 120.20 DATUM: M.S.L. ISIGN417URT' EXPIRES 2 YEARS FROM D,47F EXP._!�-_-TO-01 WORK PROJECT NO. T.M. NO. 98-110 lz rSHEET 3 OF '41 6-4R­6116L 8-2q-01 54002103.DWG A71tcof �gljlz r 54002. 101 -4 ........ T__ PC -4 ------ -4- L _4 'K af ka -- ----- ---------- _j sL 14 L —4—- _Ls- T-, gI V k .-A N 7— _J------- _j LAL_ ca 1A , i III A /AbIb v .......... J_. -j 0 Ny. 4---- A_ ------ t + op i-- 1%11 1-TI r I NO _4 + T--t------- or L------ -J, L_ V jol WK 1 iATj,040* _4 JN t 4, + V) F7 P14 vq SE 4-_ Sk*F*-A4V 0 jj!A`I�Ati a.�VX� 4 k _j No--1""I IIIIIt�_77--t—I— cs 1 41 `4 + + 4E 1 OUV 1� #-Af' 7- R 1+ -4 45, A11O 4A 64 A-4 4- ? 1A 1—.4—-4- s;,Icj LINT. ANT! 4- tu -4, ma N�&. -fol- 140 _4 _4 1*0 __J--- ---------- -4 gj, P 4c P /,,I Th ------ -be I IVG. ------- TERA oN or, AI _-T ex i EWE L LIA RAW 434,140 '�T 4"1 'ATE A 4—- _4 if 4 _J oN H);, I Ir N-1 41 (11p v 4- -F in 4$ 6041ANIC SCA GRAPHIC SCALE FOR PROPOSED IMPROVEMENTS /A( I APPROXIAIATE LOC47701V OF T WATER,MAIN, VERIFY L STAR77W-WA OVAIL G4RDENS DRIVE SEE 8' WDE 4 P,C.C, -/ AN -Z 80 40 0 40 80 DWG. NO. 5661 V 4457 MILL 2 SIDEWAL I( A 7' 92 20' WATER 5015SMENr 719 -CAN DII HAMPITOW COURT Q. WATER DISTRICT PER FI A14P Sz I icy (PRI VA TE) A, r4k 14 11 C0 Ar TAS SANITARY 0577clul 8' EA5EMENT f OR WA AMP N - I Q4 AED6SiR4A( A P4 -.4 - I,: PER FINAL MA P N III %N "', :� , 4,' :� (4 :� %N (d N N 1+39.59 �LE LA N ok IIII 'd 1+ Ljj En op No. Ed %4 v 4' Its es A", RIW ,�4 v N Ld Q1 %IIz R � 9 j. %Q pj Qs A% 00 -4 Emd VE AI r r 1g)� 2 41 �_ `IIII, ' fST 4 R�Q� I ;9 lu. P� II LATERAL,,,,; 0*00 W WE 2 �_4 2t 4MA"No. j& Drult. A N A N NOT 70 SCALE TEMP 141014yo 0-1-08. 41 -A.t:wtx let.Ai 2 -W LAU Gis 40 rk4 r N TCH 84571 W P Y70 cd (d AND 2m Q: 8.0. N 15� N I N% E .Q 01-/ ca N IN 7X0, KEM, S w CLEAA10LIT Qm I" �4 Dw-�NO. GJeOR 'K ------ HAmpToty couRr 6!Rl vA gz) -4 Qr ::4 E Q:Iit L_qj ;N CMTERI-IM" DATA TABLE 'too ksn 1:4 N M RADIUS Lm, ki z;0 u %N Y 10 1AIIIIRDIRIAIG Z--t I I I N88107-52-E cc Tmx) 12 1 fI`_W 1 001 k SEE a I NE A PUBLIC SEWER DA TA TABLE SEWER, W47FR, AND S70RU DRAIN IMPROVEMENTY ARE PUBLIC. PUBLIC SEWER DA TA TA&IF P PRI VA TE CURB DA TA TA Bt E 0 AIREARIN& I RADIUS LENGTH DESCRIP77ON R ALL OTHER IMPROVEMENTS ARE PRIVATE I M84r07W2 302.58- 18- P,VC S,A R. q- C�o A 182ARING RADIUS LENGTH DESCRIP7701V 0 1 A RADIUS LENGTH DESCRIPTION 1 4&28' 18- A V C: S D315 N66"16'360E — 55.74' 8 0 A V C. S.A R.-35 12 10;"3578V Q. ENCINITAS FIRE PROTECTION DISTRICT 1 96&47*440 30.00, 50.68' Q2-7YPF `G' o.44171 --f-I�20'44- 200.00' 8' P.VC. S.D.R.-35 21788' ER DA TA TABLE Exp. 6/30/01 2 N88'07'482' G2-TYPE' `G' PUBLIC WA T .'T A177"I —_/n 0 7.5' 8" AVC, S.D.R.-J5 1 —1 LENG ?IP77ON I ,�. 244'1 40.00 170.78' G2-7YFF` 'G 0L\1BFAR1NG I wz/us II�, CIV I\­ 80 A VCh " BY: rwo-c 4 64@37'090 30.00, J3.83, 02-7YPE I N88"07WNE 259.i G-L. 1501 44k t0002'lr 1000-00 7 - 0 r In C-900m.200 105614'30 1 73.72' 8 P,VC ILIC-20-1—a-2-00JA N88107 — IG uo w 65.72' 18m CL. 1501 5 �F2`E 166.56 G2-TYFF` P.vc. OF, 00 -z 5 L6 8XI2'16' 1 30.00, 1 4J.57' 02-r/PF III DATE. 5/ 19 c? =ED7 DRAWN BY, CHECKED BY DRAWING NO. APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIG . B77I i APPROVALS CITY OF EMNITAS ENGINEERIFG DEPARTMENT REVISIONS M.O. I K.J.C. I PIR.S. AT 4 57t 4 T 7 T L 4' 4 T DESCRIPTION: _12P OF BRASS DISK PLANS PREPARED UND THE SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE PRIVATE S7REET AND PUBLIC UTILITY IMPROVEMENT OF: 5722-1 Z;�NEwsco SEXIER LINE "A u IN WELL MONUMENT. HORIZONTAL VARIES BY: DATE: 9f III?,?-. DENVONSHIRF 13\REVISEP SEWIF9 I 11VE "A// AA-AA 211A160 LOCATION: STA. 64+24 EL CAMINO REAL BY: BY. 0 ES-287 41.5'.a RECORDED FROM- S.D. CO. VERTICAL VARIES DATE: INV R.C.E. NO. 44171 :51DONA EAST" CONTROL PAGE 105 M.S.L, VERTICAL EXP. 6-30-01 DATE: DATE: NO. T.M. NO. 98-110 EET 4 OF :41 I ELEVATION: 120.20 DATUM: SIGNARIRE EXPIRES 2 YEARS FROM DA7F I WORK PROJECT -5-1 TZ-22-44- -F-*-6W- 8-2f-0/ 54002104.D*V 19%5--5d1ZT 11