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1988-8021 R (Plans)GENERAL NOTES: 1. A PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER OF ENCINITAS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF EN- CINITA5 STANDARDS AND ASAPPROVED BY THE MATERIALS LABORATORY. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THECONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACI L I TIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: 235 -6323 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATEHIS WORK WITH COMPANY REPRESENTATIVES, NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE: 298 -0595. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, 1F NEEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT TELEPHONE: 461 -7730 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITA5 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR, THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. 14. CONSTRUCT A PUBLIC STREET LIGHT SYSTEM CONFORMING TO CITY OF ENCINITAS STANDARDS AT NO COST TO THE PUBLIC SUBJECT TO THE FOLLOWING: A. ALL FIXTURES SHALL USE A LOW PRESSURE SODIUM VAPOR LIGHT SOURCE. B. NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR HIGH PRESSURE SODIUM LAMPS SHALL BE INSTALLED. 15. PRIVATE ROAD STRUCTURAL SECTION SHALL BE A MINIMUM OF 2" OF ASPHALT CONCRETE OVER 4" OF APPROVAL BASE, (AN EQUIVALENT STRUCTURAL SECTION MAY BE APPROVED BY THE CITY ENGINEER. GRADES SHALL BE A MINIMUM OF .58 AND A MAXIMUM OF 15% AND DESIGNED TO DRAIN THE SURFACE WATER PROPERLY. ADEQUACY OF THE STRUCTURAL SECTION AND SURFACE DRAINAGE SHALL BE INSPECTED AND CERTIFIED BY THE CITY ENGINEER. LEGAL DESCRIPTION THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 14, 1881, AND THE EASTERLY 250.00 FEET OF THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER IN SAID SECTION 24, LYING NORTHERLY OF THE CENTER LINE OF COUNTY ROAD SURVEY NO. 426, FILED IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY, ALL IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ZONE RR -2 SITE ADDRESS' NORTH SIDE OF MANCHESTER AVENUE BETWEEN PACIFIC RANCH DRIVE AND TRABERT RANCH ROAD CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFENDS INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS PROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SCALE: 1" =200' DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITA5 IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. p(>OFESSIR JP ENGINEERING, INC. net N• PA44 8361 VICKERS STREET, SUITE 205 y QCs✓ P� SAN DIEGO, CA 92111 $ ®N (619) 569 -7377 ec No. 32031 BY: DATE: t EXP. 12 -31 -88 JORGE H. PALACIOS, RCE 32031 q OIVIL MY: REGISTRATION EXPIRES DECEMBER 31, 1988 OF CALF IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 6U DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. OWNER: u/ •' . • -� 1y�q�+ SIENNA CANYON LTD. DATI ADDRESS: 12520 HIGH BLUFF DR., STE. 300 SAN DIEGO, CA 92130 ASSESSOR'S PARCEL: 262 - 061 -32 SEWER AGENCY 2 CARDIFF SANITATION DISTRICT 3 L_ 54 25 4 NO DATE BY DESCRIPTION _ JP ENGINEERINGe1NC. APPROVE DBY:� JCIVIL E NGINEERING.LAND PLANNING.SURVEYING VALID 2 YEARS FROM DATE. - 8361 VICKERS STREET,SUITE 205,SAN DIEGO.CA 42111 DATE: 1-71 J u L--f 19 Big (619) 564 -7377 FA vaRlEs ELEVATION SHOWN ON PROFILE. 1 = • ' 12 "MIN. -►I �•-- 6 A,C. M REMOVE EXIST. A.C. III REPLACE 4 MIN. TYPE W PER WITH FULL STRUCTURAL SECTION D.G.SHOULDER RSD G -5 PER NOTE 2. (SAME MATERIAL AS 5UESASE) MANCHESTER AVENUE - TYPICAL SECTION NO SCALE STA. 9 +45 TO STA. 11+24.41 STA. 14+19.86 TO STA. 15 +17.00 C/L STREET LIGHTS PROPOSED R/W AND FIRE HYDRANTS I I 3'.JNTA i 6 ' �o couNrr EXIST R/W s CA _1. 7' MTN- 5' 0' -1- 15' ,I ELEVATION SHOWN ON PROFILE 2% I.. " 12 "MIN. - REMOVE EXIST. A.C. %REPLACE �4 "MIN. 6" TYPB "G" CURB / WITH FULL STRUCTURAL D.G.51IOULDE\ (SAME MATERIAL 311A.C.OVER 6" D.G. MIN. SECTION PER NOTE 2, AS SUBASE) AND /OR PER SOILS ENGINEER'S RECOMMENDATION MANCHESTER AVENUE- TYPICAL SECTION NO SCALE STA. 11 +24.41 TO STA. 14 +19.86 SLOPE AS SHOWN GEI PLAN ..1' SLOPE SHOWN PLAN 0 40' PRIVATE 326 C/L 2'1 zs 1 16' ELEVATION 00HOWN 1 V. 26 ON PROPILE 2% ��Y.t711 4- 16� 1 3' 2,1 2. 21 FIRE HYDRANT u 2" A.C. OVER 4" D.G.MIN. bw -,TYPE "G" CURB AND /OR PER SOILS 6" TYPE "G" CURB C/L FIRE HYDRANT 40' PRIVATE DRIVE 20' C/L 1 10' 12' , ELEVATION I ON PROFILE 28 10' �2$ ?$a 1 ROLLED CURB 2" A.C. OVER 4" D.G.M1N. ROLLED CURB (SEE DETAIL AND /OR PER SOILS ENGINEER'S RECOMMENDATION (SEE DETAIL ON SHEET 2) ON SHEET 2) PRIVATE DRIVEWAY - TYPICAL SECTION PRIVATE DRIVEWAY _ NO SCALE; SLOPE AS SHOWN ON t WORK TO BE DONE: IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT CITY OF EN- CINITAS ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION )� STREETS AND STANDARD REFERENCE DRAWINGS. !IMPROVEMENTS STD. DWG. YMBOL REMOVAL OF EXISTING A. C. PAVEMENT, , , , • , , , , , , , PREPARATION OF SUBGRADE & A.C. PAVING (SEE TYPICAL SECTION & NOTE 2) .............................. 6" TYPE 'B' CURB .......................... G- 1............... 6" TYPE 'G' CURB .......................... G- 2............... ROLLED CURB AND GUTTER (SEE DETAIL ON SHEET 2) ................ CROSS GUTTER .............................. G- 12.............. J STREETNAME SIGNS ......................... DS- 13............. SEWERMAIN ................................ S- 4 ...... ,-......... _ 4" SEWER LATERAL .......................... S- 13,S- 14......... - -O CONCRETEMANHOLE .......................... S -17... ......... O CURBINLET TYPE ' A' ....................... D- 1............... -���- CURB INLET TYPE ' B' ....................... D- 2............... CURBINLET TYPE ' C' ....................... D- 3,D- 15.......... TYPE 'B' HEADWALL ............ ...........D-32.............. __ _ =4 WING TYPE HEADWALL ........ ..... ... ........ D- 35 ........... ... RIP- RAP ................................... D- 40.............. STORM DRAIN ............................... D -60... ........ - - - - CURB OUTLET TYPE 'A' .......... ..........D- 25.............. �I STREET LIGHT SYSTEMS FOR RESIDENTIAL AREAS, (LPS - 100 WATT). ........ .....E -1 ................. o SERVICE POINT (120 V -A.C. UNLESS OTHERWISE NOTED) ......................... �SP u CONDUIT -1" (MIN.) P.V.C. TYPE II W/2 410 TW (MIN.) COPPER .................. SDE- 101........... 43 1/2 PULL BOX ........................... SDE - 106........... �P.$• TWO SIDED BLUE REFLECTIVE MARKERS ........................... �R.H• CLEANOUT TYPE'/ 1 ............................ D-9............. _ WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. SPEC f iCATIONS AND OR STANDARD DnA�`t,'INGS CONSTRUCTION LEGEND 8 " PVC -ISO INDICATES SHEET NUMBER + INDICATES FIRE HYDRANT � ( INDICATES STREET LIGHT 1700 INDICATES BLOCK NUMBER -_ -= INDICATES STORM DRAIN VALVE) INDICATES PROPOSED SEWER OF INDICATES PROPOSED WATER - - - OF INDICATES SUBDIVISION BO( CONSTRUCTION - ,- ��INDICATES DRAINAGE FLOW DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITA5 IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. p(>OFESSIR JP ENGINEERING, INC. net N• PA44 8361 VICKERS STREET, SUITE 205 y QCs✓ P� SAN DIEGO, CA 92111 $ ®N (619) 569 -7377 ec No. 32031 BY: DATE: t EXP. 12 -31 -88 JORGE H. PALACIOS, RCE 32031 q OIVIL MY: REGISTRATION EXPIRES DECEMBER 31, 1988 OF CALF IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 6U DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. OWNER: u/ •' . • -� 1y�q�+ SIENNA CANYON LTD. DATI ADDRESS: 12520 HIGH BLUFF DR., STE. 300 SAN DIEGO, CA 92130 ASSESSOR'S PARCEL: 262 - 061 -32 SEWER AGENCY 2 CARDIFF SANITATION DISTRICT 3 L_ 54 25 4 NO DATE BY DESCRIPTION _ JP ENGINEERINGe1NC. APPROVE DBY:� JCIVIL E NGINEERING.LAND PLANNING.SURVEYING VALID 2 YEARS FROM DATE. - 8361 VICKERS STREET,SUITE 205,SAN DIEGO.CA 42111 DATE: 1-71 J u L--f 19 Big (619) 564 -7377 FA vaRlEs ELEVATION SHOWN ON PROFILE. 1 = • ' 12 "MIN. -►I �•-- 6 A,C. M REMOVE EXIST. A.C. III REPLACE 4 MIN. TYPE W PER WITH FULL STRUCTURAL SECTION D.G.SHOULDER RSD G -5 PER NOTE 2. (SAME MATERIAL AS 5UESASE) MANCHESTER AVENUE - TYPICAL SECTION NO SCALE STA. 9 +45 TO STA. 11+24.41 STA. 14+19.86 TO STA. 15 +17.00 C/L STREET LIGHTS PROPOSED R/W AND FIRE HYDRANTS I I 3'.JNTA i 6 ' �o couNrr EXIST R/W s CA _1. 7' MTN- 5' 0' -1- 15' ,I ELEVATION SHOWN ON PROFILE 2% I.. " 12 "MIN. - REMOVE EXIST. A.C. %REPLACE �4 "MIN. 6" TYPB "G" CURB / WITH FULL STRUCTURAL D.G.51IOULDE\ (SAME MATERIAL 311A.C.OVER 6" D.G. MIN. SECTION PER NOTE 2, AS SUBASE) AND /OR PER SOILS ENGINEER'S RECOMMENDATION MANCHESTER AVENUE- TYPICAL SECTION NO SCALE STA. 11 +24.41 TO STA. 14 +19.86 SLOPE AS SHOWN GEI PLAN ..1' SLOPE SHOWN PLAN 0 40' PRIVATE 326 C/L 2'1 zs 1 16' ELEVATION 00HOWN 1 V. 26 ON PROPILE 2% ��Y.t711 4- 16� 1 3' 2,1 2. 21 FIRE HYDRANT u 2" A.C. OVER 4" D.G.MIN. bw -,TYPE "G" CURB AND /OR PER SOILS 6" TYPE "G" CURB C/L FIRE HYDRANT 40' PRIVATE DRIVE 20' C/L 1 10' 12' , ELEVATION I ON PROFILE 28 10' �2$ ?$a 1 ROLLED CURB 2" A.C. OVER 4" D.G.M1N. ROLLED CURB (SEE DETAIL AND /OR PER SOILS ENGINEER'S RECOMMENDATION (SEE DETAIL ON SHEET 2) ON SHEET 2) PRIVATE DRIVEWAY - TYPICAL SECTION PRIVATE DRIVEWAY _ NO SCALE; SLOPE AS SHOWN ON t WORK TO BE DONE: IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT CITY OF EN- CINITAS ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION )� STREETS AND STANDARD REFERENCE DRAWINGS. !IMPROVEMENTS STD. DWG. YMBOL REMOVAL OF EXISTING A. C. PAVEMENT, , , , • , , , , , , , PREPARATION OF SUBGRADE & A.C. PAVING (SEE TYPICAL SECTION & NOTE 2) .............................. 6" TYPE 'B' CURB .......................... G- 1............... 6" TYPE 'G' CURB .......................... G- 2............... ROLLED CURB AND GUTTER (SEE DETAIL ON SHEET 2) ................ CROSS GUTTER .............................. G- 12.............. J STREETNAME SIGNS ......................... DS- 13............. SEWERMAIN ................................ S- 4 ...... ,-......... _ 4" SEWER LATERAL .......................... S- 13,S- 14......... - -O CONCRETEMANHOLE .......................... S -17... ......... O CURBINLET TYPE ' A' ....................... D- 1............... -���- CURB INLET TYPE ' B' ....................... D- 2............... CURBINLET TYPE ' C' ....................... D- 3,D- 15.......... TYPE 'B' HEADWALL ............ ...........D-32.............. __ _ =4 WING TYPE HEADWALL ........ ..... ... ........ D- 35 ........... ... RIP- RAP ................................... D- 40.............. STORM DRAIN ............................... D -60... ........ - - - - CURB OUTLET TYPE 'A' .......... ..........D- 25.............. �I STREET LIGHT SYSTEMS FOR RESIDENTIAL AREAS, (LPS - 100 WATT). ........ .....E -1 ................. o SERVICE POINT (120 V -A.C. UNLESS OTHERWISE NOTED) ......................... �SP u CONDUIT -1" (MIN.) P.V.C. TYPE II W/2 410 TW (MIN.) COPPER .................. SDE- 101........... 43 1/2 PULL BOX ........................... SDE - 106........... �P.$• TWO SIDED BLUE REFLECTIVE MARKERS ........................... �R.H• CLEANOUT TYPE'/ 1 ............................ D-9............. _ WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. SPEC f iCATIONS AND OR STANDARD DnA�`t,'INGS CONSTRUCTION OF WATER MAINS, SIZE, TYPE AND 8 " PVC -ISO CLASS AS NOTED �C.IT GIN EER 5- 12 " -I06A. (PVC - POLYVINYLCHLORIDE 5= C.M.L.AC.5TEEL) Engineer of work: �- %`'��"""�✓ J.H. PALACIOS R. C. E. 32031 CONSTRUCTION OF VALVE ASSEMBLY, SIZE AND TYPE AS NOTED (G.V. - GATE VALVE) CONSTRUCTION OF FIRE HYDRANT ASSEMBLY CONSTRUCTION OF BLOW -OFF ASSEMBLY CONSTRUCTION OF MANUAL AIR RELEASE OR AIR VACUUM VALVE ASSEMBLY CONSTRUCTION OF P/0 X P/0 X FLANGE TEE W/ FLANGE VALVE CONSTRUCTION OF ALL P/0 TEE CONSTRUCTION OF REDUCER CONSTRUCTION OF CAP ASSEMBLY CONSTRUCTION OF WATER SERVICE CONSTRUCTION OF WATER SAMPLE POINT U P/0 � PUSH -ON OR MECHANICAL JOINT z 1 U _z PRIVATE CONTRACT � W PERMITS DATE APPROVED SHEET W AS BUILT CITY ER ENCINITAS z COASTAL 6 -87 -57 7 -29 -88 1 1 ENGINEERING DEPARTMENT SHEETS REZONE PERMIT NO N/A UI 6-5 -89 J.H. PALACIOS RCE 32031 DATE SPECIAL USE PERMIT NO. P66 -043 II -17 -86 JP ENGINEERING, INC. GRADING PERMIT NO. 802IG (619) 569 -7377 OLIVENHAIN MUNICIPAL WATER DISTRICT COUNTY APPROVED CHANGES BENCH MARK WATER WORKS APPROVAL No. Description Approved by Date Apumvedby.BO ENGINEERING CORPORATION 0 A5 -BUILT PLAN nr DESCRIPTION: OC -0035 1/2" IRON PIPE SET IN CONC. MARKED BY STEEL SAW PDST Consulting Engineer LOCATION: 1. 95 MI-FROM INT. SANEL130 &KILKENNYDR.ETYALONGMANCHESTER AYE /® SD- 001 - 251 -02 INFENCE LINE RUNNING E& 1i 17 FT. S/0 C/LPIANCHESTERAVE. YrGFT.SE /0 PP29004 C.E. 15326 OQT J08 NUMBER COUNTY OF SAN DIEGO / RECORD FROM: ELEVATION: 74.516 DATUM: USE, & GS IMPROVEMENT PLAN FOR CITY OF ENCINITAS TRACT 4606 Recommended for approval: SUBDIVISION ENGINEER �C.IT GIN EER Engineer of work: �- %`'��"""�✓ J.H. PALACIOS R. C. E. 32031 Checked by: Approval date: FILE N0. PC 2025 z � W r7 ti IL LO Iii I WE 2m N 0 W Z W LAJ Z Z C'3 O W � V i CARDIFF SANITATION DISTRICT SEWER NOTES "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, 1985 EDITION, THE 1979 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE - FOLLOWING SPECIAL PROVISIONS." , 1. TRENCH WIDTH SHALL BE PER SDRSD NO, S -4 UNLESS OTHERWISE SHOWN. 2. PIPE AND BEDDING CONDITIONS A. ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. B. V,.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES MINIMUM ABOVE: THIi PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE; FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE.ENGSNEER. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17. PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 5: THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, TYPE A. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42- INCH MINIMUM COVER. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. FILL AREAS MUST BE COMPACTED TO 90$ PRIOR TO PIPE INSTALLATION. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION ,DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR .INSPECTION OF PROJECT. 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER. WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN -THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHT -OF -WAY. 14. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. OLIVENHAIN MUNICIPAL WATI"R DISTRICT WATER NOTES 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DECEMBER, 1987 STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTER LINE FINISH GRADE OF STREET. 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE: TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE AND /OR OUT OF DRIVEWAY. A 3/4 -INCH HIGH LETTER 'W' SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINT.. 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXIS'T'ING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN„ 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING TEMPORARY SERVICES, ect., PRIOR TO SHUTDOWNS. 8. LINE VALVES, WHERE REQUIRED, AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, i.e.; LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINCS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. 12.' ALL WATER SERVICES FOR IRRIGATION, AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE 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 INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. • 1 1 1 4 7 3 s 2 S 1 NO DATE BY s± DESCRIPTION N SY DATE DESCRIPTION JP ENGINEERINGsINC. ENGINEER OF WORK: FILE CODE JPCIVIL ENGIAEERING.LAND PLANNING.SURVEYIN6i N. PALA 1 q G 1 T 84 -87 9561 VICKERS STREET,SVITE 205,SAN DIEGO,CA 92111 (619) 569 -7577 PREPARATION AND REVISION LOG FLANG E x P. V C. ADAPTER 12"\ CONC. ANCHOR BLOCK. -•-- SEE DETAIL HRUST COLLAR INSTALL 2" B.O._A55'Y I ^(a° ©5- 12 " -IOGA. WELD ALL 775, _ 4oCiATtON�2 � O A6ANDONIN PLACE EXIST. 12" 57L. PIPE *CATHODIC PROTECTION - CONTRAS: SHALL NOTIFY P5G WATER5.CORf ENGR5.PROIR TO INSTALLATION. 101-II10K X1-3"14(69 Sr G, Ili 6iA I,-AIZ--, 21" 1ZI FLG. 5POOL-5- 12 " -10 GA. I2" FL6. G.V. 12= 'X12 "FLG. G.I. TEE C.I. BLIND FLANGE FIELD WELDED 12 "FL6.TO IOGA, STL.PIPE FLG.TO BE SHIPPED L005E. 10' 3 toGATION #1 4 5 WELD: ALT. = lOt y� NTH✓ TiIR17�T -V (2) #45TRANDED HMW /PE WIRES. ITEMS LOT N0. iQ 12' BUTT -STRAP 20 S -12' -TOGA, FLG x P.E. 30 12' BLIND FLG. ® 12' FLG. G.V. 50 S- 12' -10GA, FLG x FLG x P.E. TEE CONSTRUCTION SEQUENCE 1. INSTALL ITEMSQTHRUQW/ ITEM@@ LOCATION # 1- t: RESTORE SERVICE 2. CONSTRUCT ANCHOR BLOCK07 14 DAY MIN. CURE I:Un 3. COMPLETE SUBDIVISION WATER SYSTEM. L-' 4. REMOVE ITEM 30& INSTALL ITEM ©, REMOVE ITEM 20& 1+42-0 2 INSTALL ITEM 30@ LOCATION #2 RESTORE SERVICE i 21 . <� NOTE: I F 12" MAIN EXTENSION WEST BY O:M.W.D. NOT 10.5 "C NC. ANCHOR BLOCK SEE DETAll C/-7N CONSTRUCTED, DO NOT REMOVE ITEM 201N SEQUENCE MINIMUM DIM. INTO INDISTURBED SOIL ANCHOR BLOCK DETAIL STEP NO. 4 OR ABANDON ITEM 8Q 99.68 13.4 CONNECTION DETAIL -I YTOA NO SCALE 1211LUATEKii!!%fwITFINAi,meIGt1 OF 550N ` r,6 -noN TO p15TRIGT Fc5K APPP-OVAL- lfgm TD F:M?pg 14'I'IONl G-4 WNH2 900noN. lop 3" CLEAR TYP. PLAN VIEW #6 REINFORCING BARS 12" EACH WAY -EACH FACE. ADD #6 EACH SIDE,TOP % BOTTOM OF PIPE d? EACH FACE. NO SCALE 1J2'R JS' 1 /2 -R N I TYPICAL ROLL NO, 2" `6" TYPE "A" DIKE I PER STD.DWG. G -5 AC CHEVRON DETAIL (NO SCALE) NOTE: TRANSITION MAY BE IN EITHER CURB RETURN OR TANGENT SECTION. SEWER LATERAL DATA LOT N0. I INV. AT P/ G�� t� `� IN V. MAIN r 12" uj Q. REMARKS CAN. DR. A - *4511 D E t: G 151EIVAIA j OI 99 3 953 21 L-' 14. 1+42-0 2 /041 98'- 21 96.50 10.5 IR ALL DIMENSIONS GIVEN ARE MINIMUM DIM. INTO INDISTURBED SOIL ANCHOR BLOCK DETAIL NO SCALE 1J2'R JS' 1 /2 -R N I TYPICAL ROLL NO, 2" `6" TYPE "A" DIKE I PER STD.DWG. G -5 AC CHEVRON DETAIL (NO SCALE) NOTE: TRANSITION MAY BE IN EITHER CURB RETURN OR TANGENT SECTION. SEWER LATERAL DATA LOT N0. CURB ELEV. INV. AT P/ G�� t� `� IN V. MAIN App`A rpy/�d /J(�(' LA -C I, TYtGINc - uj Q. REMARKS CAN. DR. A B C D E F G 151EIVAIA / 99 3 953 21 90.50 14. 1+42-0 2 /041 98'- 21 96.50 10.5 1 B + 00 3 1083 IOZ� ZI 99.68 13.4 15 +85 4- 1111 105 g ZI 102.70 12.9 17+15 5 1138 1071. 21 106.00 7.6 18 +45 6 123 - 117 - 19 115.45 I l.3 11 4 24 7 129'- 12.33- 15 121.14 13.1 11 +96 8 134 ° 128? 32 125.15 7.7 - 9 120? 1148 2- 1 112.47 1.2 2D +10 l0 125A Ilq- s 21 111.77 8.2 21 +10 H t,511 125'- 21 123.13 12.2 22 +07 12 135' 1213 21 12146 8.7 22+ 57- l3 153 2 1411 21 145.68 0).6 24 +40 14 159.1 153 '- 21 15149 10.5 254 00 15 16+1 1582 44- 156.61 3.6 C -D- 5 16 1651 157.45 6.2 n 17 165 ± 157.59 10.6 „ 18 16+3 157.37 4.9 19 16Z= W-L35 153.62 8.6 Z5f2Z 20 1493 14 .20 10.0 24+04- 21 142.8 135.03 8.8 23430 22 132 = 124.19 II.6 22 +18 23 119' 111.15 10.8 144-85 24 1131- 107 1 19 106.14 8.2 18 +50 25 1/155- 1052- 19 -Il 103.05 1 13.9 I7 +33 26 toil 96 93.50 1 14.7 14+60 Z7 901 85s 19 83.00 1 10.5 1 13 +20 ? 5 °- 70- 19 67.66 IZ•8 11+66 3 67 a 61 s Z6 58.80 11.5 /0 +57 n POLL TYPE - e r GUTTER o F FAL---- ,- Cum, _ `• �. PACgo No. 32031 70 AS BUILT EKP 12 -31 -88 f 6 -5 -89 J.H. PALACIOS RCE 32031 DATE JP ENGINEERING, INC. (619) 569 -7377 COUNTY APPROVED CHANGES BENCH MARK No. Description Approved by Data Qj A5 -BUILT PLAN DESCRIPTION: OC -0035 I/2" IRON PIPE SET IN CONC. MARKED) BY STEEL 9�,ai �1-1'S ='ca POST LOCATION: 1.95 NITRON INT. SAN EL130 & KILKENNYDR.E LY ALONG HANCHESTER AVE. IN FENCE LINE RUNNING E& W 17 FT. 610 C/L MANCHESTER AVE. &6FT. SE /o PP 29004 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 74.51(c DATUM: USG & GS • PRIVATE CONTRACT SHEET 2 CITY OF ENCINITAS ENGINEERING DEPARTMENT SHEETS IMPROVEMENT PLAN FOR: CITY OF ENCINITAS TRACT 4606 App`A rpy/�d /J(�(' LA -C I, TYtGINc - Recommended for approval: SUBDIVISION ENGINEER Engineeer //of work: �f/T J ChecKed bY: 8021 R Approval date' 7,H. PALACIOS R. C. E. 32031 FILE N0. PC 2025 It U Z Z Ld Ld Z U Z ti LLt r7 N �1 � m c0 LO 0� = 4-,p cn am W Z W. W Z f 3 cp W CL. o J All � N - m00 J J J -' J J J .t j MQ NORTH. -_- a In In 0-0 t0 0o °-° � 00 - in �, Dam TOP OF CURB _ - - ^ M 1 OD 1i1 ' 1 ' O ' t 1 I' a � OL PTO' - o - to + o In m o a0 m ii o f I ,., r In r O n N r O N N N o T o 2 Fq m J I - - V' O rfl Q` In O r O + O - lel r N +01 7 �, -- c" U ift r- N -J K Fj co J 0 00 ^ 92 - -_ p to O` r + + r O_ r + r0 } O = } N _ C 6/ oC - ZD I'•: 3 I J O 00 �0 Z O - - + + `� m o o O r ± _.- } r ILf O LL J LL ONO N lJ a to -N In z N IL1 O `o O O r, W 94 � O Ln _ -- —EDGE OF PAVEMENT b "A.C. BERM $ + 0 + en u-t+1 a LL rU'- a a. ^ `� W Ic' I U+ - [- s + ro + IODn +" o p 70---- - _ 00 _ N r 111 + V' .}. N 00 N 4L% In o` O o t_ } y in N NN c a' K' M tl \Ip EDGE 01 - IORTH __-- CO - 6n A.C. BERM PAVEM ¢ - } f - - = B F ? - } Z.3 °tom - - L MP - { L — i _ _ j - S r 1 Im jw 4 to w I ! - W lO d ODU - r a- - {� ±- i - o U) In D 1 a } F r • W Z a SOUTH EDGE OF T °° "! - r 64.93' + ¢i to w I i PAVEMENT @ 7 RT._� f -!- -r - a s. 7.. s = N o `r �0 t0 -- { -- a - IS R.C.P. 0-1350) , a. W r t - t i ice, V cc �$ - m N t in N 10 m °r r r o o .- In. m o tf1 d' In d' - j i - ;--- `s-- -- j 00 ui �D j_ Lp 10 O �. tvo m O O + O + N. + m p lP In W O Q. M + r { i st QD IW.1 �" CO O t0 1 N - + + + ~ ° r °- o- t? o } _C` N II) R1 .9 r = .9 O Ic1 L N: to p 111 00 006 v S Z .p ± + + N N N O 7w :. O I(1 a' in � ®n + � In �•-' lO - % 1.9 T -.- � .- �D ± `p X 'D to oD � r. t` W N M + � + .9 - � - :/ 0 - T -r- -r-1 ,- �- `o + + m g o N to 6� t(1 LO + _ _ i :--'r- { - • _ � � ~� - -. N �' Z° N �° .moo m 'i 0 d- + C1' d lb-. ,tl. .Inp `Y �- S _ - SOUTH t - - - EDGE OF P.I ELEV. 1.51 STA. I r 224 YG - L 11 W 34$��.�. ��- - = PAVEMENT _ j _ P.I. ELEV. 62.22 @ 5TA.13+43 - - - Kl r a z - _ m T 6 0 - cn - + r + o o r }�-- - - - I { 2. _ { t - .t_ -N - - ._� s � t` to 6` 1 In r I s In 6 _ V �' -� -T = � oo - _ - - , a , -_ < ! ; r 1n O N o ¢1 In 00 ro zI z II .� ao - -_. - o! -. ^ O 4` O + r O V W n N x rp ' -. > to N.. , r k -- -�- r -. o p 0 o o O - r O r In ¢ 0 0 - V' W N RIP -RAP PER RSD D -40 (TYPE 1) ) 000 in .v + t` + r _ r + o o .D o °�° _ n o N In In W + w 00 + 6 o v _ r 0 - + 6. .�D o o --' o r + :... N a } r N M O _ up - rn cp OD _ m 1N -- } +Iy VWx10'Lx2'DEEPW112" +6 ro D o — }a om s.D- r,+ In c Lr 1- :fl c 1n0 1n -o - -- T3 >'� si n OF I/2 "AGG.ON APPROVED 70 CO ° ` 1.02 �o _ _ _ _ _ _ _ a1 ao `D 1 +� cp c s �1 ¢i + Ui aw F 111 ( +Cp + n,���D N IPO' ^ IOT m_1D �D �� t O �' i_n� +�- - M - �� a FILTER CLOTH.(MIRAFI 100 OR EQUAL) } 0^ �n rt 1 1 n� _ w To'' F4X 3 - In o 0 1 c o o- -- _ - -- t 4'} -$- N cV NIP .-. Q I(1 _- - - - - t1' r V' O O 1L1: O t •.. ¢ O �'ON {. �D - In . j } lk .t p; h , \ - S �0+lL �• + O N O` In O N N ,� M + :+ In d' - v -r __ _ S �- 46.. w F 4 COVER ` ` F `=' N s + V, an m m_ e} 1-) . ad D + v - __. a I - --i _ - i (TYR) .3. N - `. - �D S R.C.P. i } r _ + j ! 250 - �` -_ - F- Y (0-1350) 1 _.�._ :' -_ 1Y_ $ { -: ± ! i -- SEE SHEET N0.8 FOR 12" x`12 "pV,G.. / _ _ -- OFF5ITE WATER MAIN WA f _ — .— k L.:- - { - - -F - -_ �} -.- _ - ($Y O.M.Y1i.D.1 --:- MAIN ---- �.._'- EXIST.. f�30 "GAS LINE A i i 1 I I t_ - _ _ J O N -: 0) T - APROX.ONLY PROFILE STORM DRAIN 8 a 5-Q(PUBLIC) r r =- - -� J = +- _ -- D�� _ - s: i - 60 + - { '. _.: - -- j _ ° k!s_7 -- H 1ST. 3" SLINE 13 +50 ��. - - -- - - - - - - i _ TP 60.0± - - - - ? -- - -! a 49.73 8 RVC_SEWER -� - - -- -- - - u- -- _ _f . . _ J_- :- -1 - -- _ -- -- _ n 1- - PROFILE. MANCHESTER A`' EN = PROVIDER MIN. _ { V _ T #. r SAND CUSHION .i t _ - - }_z= _I- _ - = - -. rtn _ a.___ -. -_. g co _ _ -. - -' BETWEEN PIPE '�— 1 -- - 4i - - - - + _ -- -- - SCALE: HORIZONTAL I -40 -- - 3 r VERTICAL 1' - - - _� 10 +00 11+00 12+00 13+00 14+-00 15 +00 16 +00 SEE LETTER OF PERMISSION, SEE LETTER OF PERMI5SION TO CONSTRUCT DRIVEWAY TO CONSTRUCT DRIVEWAY By • TEFFREY FERMALD BY: LINDA L. KELLY DATED 6-16-813 DATED 6 -16-88 EX15T. RJW 15 20' FROM C CENTER LINE DATA ' DELTA RADIUS ARC NOTES A131N0 �- DIST. 03009'05" 1000' 55.00' N57 °57' 16 "E M57057' 16"E 149,73' _ 228.77' " N57057'1V E NOOol3' 03" E 226.11' .9.27- 03033'33" 1000' 1 62.12' 52.73' STORM DRAIN DATA TABLE CURB LINE DATA O 19 DELTA RADIUS ARC NOTES G' AC BERM GRIN _ 03009'05" 1018' DIST. 55.99' N57 °57' 16 "E N57057'16 "E 149,73' 100.00' " 5 W 02' 44" E NOOol3' 03" E 48.77' .9.27- " NOD 913'03" E N57057' 16"E 52.73' 50.72! 6" TYPE 'G' CURB G N57 057' I6 "E 137.24' " B 500 013'03 "E 8.27' 6" AC BERM T N57057'16 "E 39.24' " S 030 33' 33" 982' 1 6,1_00' STORM DRAIN DATA TABLE SEWER MAIN CENTER LINE DATA LINE DATA DELTA RADIUS ARC NOTES R BEARING DIST. DIST. N57 °57' 16 "E N57057'16 "E 149,73' OP P.V.C. SEWER 2 5 W 02' 44" E 570 57' 160E 48.77' " 0 NOD 913'03" E 532002'44 "W 52.73' 22.001± I ..4 „ STORM DRAIN DATA TABLE WATER AGAIN CENTER LINE DATA ® DELTA RADIUS ARC NOTES BEARING 18" RCP (D -1350) DIST. 1 N57057'16 "E 48.00" 138.771 •12 "P.V.C.(CL.20D) 570 57' 160E 175.23' It II 11 IN 532002'44 "W 22.001± ( SHEET TAIL) STORM DRAIN DATA TABLE # BEARING /DELTA RADIUS LENGTH REMARKS T N 570 57' 16" E a_ kD 64.93' 18" RCP (D -1350) Q 5 320 07-'44" E 48.00" 1I II it N oc CD 8 4 7 3 6 2 GS 9 -7 -89 AS BUILT ELEVATIONS s 1 68 7 -19 -89 ADD M.A.R.85TA.11 +08 qO DATE BY DESCRIPTION N 6Y I DATE DESCRIPTION J ENGINEeR OF WORK: FILE COD E E JP ENGINEERINGeINC. s4 -a� CIVIL ENGIN££RING.LAND PLANNING. J.H. PALACIO RCE 32036 DATE 8361 VICKERS STREET,SUITE 205,SAN DIEGO,CA 93111 (619) 569 -7377 F PREPARATION AND REVISION LOG g0 - �i AS BUILT 6-5- J.H. PALACIOS R(E 32031 DA' JP ENGINEERING, INC. (619) 569 -7377 176X IST FENCE may/ 5.426 EXIST. �t PER R. °v E.PT b J I J Ir c l / ON EXIST. 3011 S.D.G.$E. \ GAS LINE EXIST 10 "SAN DIEGO PIPE LINE CO. FUEL LINE Z PRIVATE CONTRACT w I W �, cI@ *a1r SCALE: I"=40' IMPROVEMENT PLAN FOR- MANCHESTER � �. `�v v�� MANCHESTER AVENUE COUNTY APPROVED CHANGES BENCH MARK CTY -OE ENCINITAS TRACT 4606 No- - Deac"puon Approved by Date - L AS-BUILT ELEVATIONS DESCRIPTION: OC- 0035 I /2" FROM PIPE SET IN CONCRETE Recommanded for approval: Appr �� t3gD MARKED -BY STEEL POST (Wl W LOCATION:1.95Mi.FROMINT. SANS LITORKILKENNYDR .E'LY ALONG MANCIlE51ERAVE. SUBmytsloNENGINEER C17YEN IN FENCE LINE RUNNING EAW.IIFT.510 C /LMANCNESTER AVE.*6FT. SE)O PP 29004 RECORD FROM: COUNTY OF SAN DIEGO - ELEVATION: 74,516 DATUM: U5G&G5 E n1pnerar of work: 1.1i W Z � Q //��'�j + p 8 V 2 1 I Approval darn 4x- C� h M W a_ kD ME Q 70 v N oc CD E n1pnerar of work: 1.1i Checked by: Q //��'�j + p 8 V 2 1 I Approval darn 4x- L PALACIOS FL c._E. __ 3,_O" _- FILE NO. PC 2025 W z 4J W z cm o W CL. r i m I G) 0 z W Z O S CL. FILE N0. PC 2025 - � T 1 _. L - 444 511APE CONC \ iZ � ci O Y y t o r-120 m N CENTER LINE DATA W 9 °/p 00 ARC O N + N r - U CENTER LINE DATA DITCH 9 °/p RADIUS ARC 1 O SEARING I i 0 GIST. i N320 02' 44 "W W 46" TYPE "G" CURB " ir' o uI ul 1 r N 10 NII *OD'OD "E 257.40' 353.05' + o o + + N � N I In $ N 18° 30' 00" W 464' _�� 17.47' TYP. COVER NIB °30'00 "W o o _ o 71 SI8 °30'00 "E Lu M �In LO 00 + t} I V 59 9 N " N 12 "RV.C. o: 14 PROFILE STORM DRAIN 17 +83.50 m (PRIVATE) W 90 er.. J n - - K Z J j Q L r _ SHAPE CONC• S m S w CL 1 DITCH v U \\ o TO DRAIN r u 1- i 9 _1 0 go .. 130/ o 10 C ui n N W �• W N O k 1_ .� - H YI Fi d W 46' ' k 115' . i t � P.V. . C. (D- D-J35O ) PROFILE: STORM DRAIN @ 10 }69.73 - - (PRIVATE) 18+00 CENTER LINE DATA DITCH 9 °/p RADIUS ARC 1 O SEARING I i 0 GIST. i N320 02' 44 "W 30' 46" TYPE "G" CURB " ir' o uI o + r N 3 NII *OD'OD "E 257.40' 353.05' TO DRAIN 4 29 °30'00" 480' 241.14' " $ N 18° 30' 00" W 464' _�� 17.47' TYP. COVER NIB °30'00 "W o o _ o 71 SI8 °30'00 "E 17.47' \ 6 29 °30'00" 496' 255.38' " 6 S 110 00' 00 "W 283.91' " 90] 6 °37'14" 779.60' 90.09' " 91 23° 05' 25" 180' 72.54' " 12 103° 20' 05" 30' 54. 11' " 93 180° 00'00" 3' 9.42' TYPE "B-2" CURB 114 31° 16'37" 200' 100.04' " " Ib 31° 16'37" 200 103.04' " " 16 180° 00' 00" 3' 9.42' 11 " " H. LE =702.80 co aim cri loo 100 w - --=� _- 59 9 N " N 12 "RV.C. o: 14 PROFILE STORM DRAIN 17 +83.50 m (PRIVATE) W 90 er.. J n - - K Z J j Q L r _ SHAPE CONC• S m S w CL 1 DITCH v U \\ o TO DRAIN r u 1- i 9 _1 0 go .. 130/ o 10 C ui n N W �• W N O k 1_ .� - H YI Fi d W 46' ' k 115' . i t � P.V. . C. (D- D-J35O ) PROFILE: STORM DRAIN @ 10 }69.73 - - (PRIVATE) 18+00 0 � y\ yc W * USE 10' PIPE LENGTHS E; 15T. GRR I , 1 i TO � a In O CI' O 00 3 t_ r _- -= i + t 'V 7 1 {- -_ __- h i - 48" v + in ar \ \ Y _ 11 TYP.COVER - d ao� to \\ -r < f I - +_ - * 1. 0 ° + . - I =_ 60 } - m L N 8 °RC.P(D -135Qj d m T - {- -_ ' _ 9 = t - 00 ISEVEL 80TM#NDS = OF 8 „p O �� S N N L(1� -. _. =r _ ti P q t `- OD 2i 2 C C TFR s m m \ f =�- f + r \ p - - F R n 114 EASTERLY CU N N q ;- + � _ 16+00 15 +00 PROFILE SIENNA CANYON DRIVE - 3 SCALE: HORIZONTAL _1 40' t , IIr VERTICAL i" - 8 17 00 -_ - _ .. SUBDIVISION •" �-� °_ y- _ - 14+ 0 BOUNDARY I I _ RIP -RAP PERR5D 0-40(1/2TON TYPE 1) a 10'XIOIX V DEEP, FILTER SLANRET: 12" OF I /2ll A66 ON APPROVED x _ . ORAIR - 0-3250 CONC. u �x OR EQUAL) (MIFtAF1 W0 DETENTION BAS IN OR AIR PLACED CONC. � ,� r :' �' REINFORCEDWRH6'k6° 10 /IDGAGE W. F. LINK FENCE SEE SHEET 7, FOR PROFILE) W. r:•:•::••:• 25 PRIVATE DRAINAGE EASEMENT 20' 8 4 4 I6 a 5 N * 000 N U, o + In In � � 3 4 � � O' PRIVATE 5' DRAINAGE iASEMENT J; WATER MAIN CENTER LINE DATA DELTA RADIUS ARC O ARl I NOTES 1 ' N3r 02'42"W 10.30' 8" P.V.C.(CL200) 2 436 02.'44" 190' 142.75' " 3 NI] °00'00 "E 353.05' " 4 29 030'00" 490' 252.29' 5 N18 030'00 "W 17.47' 0 _ A 7 3 5 1 NO DATEI 2Y 1 to 0f S C A I P T10N /+ � N0 9V DATE JP ENGINEE.F�lNGt INC. ENGINEER OF WORK; CIVIL ENGINEERiNG.LANO PLANNING - SURVEYING H. PALACIOS.ACE 3 2011 3361 VICKERS S`+REET,SUITE 205,SAN DIEGO,CA 82111 ,819) 569 -737Y PREPARATION I ^11w rvpLIL R UTILITY EASEMENTS NOTE : FOR SEWER AND WATER EASE MENTS - 5EE 5UBDIV151ON MAP a� Ex P 12 -31 -86 J.H. PALACIOS RCE 32031 DATE JP ENGINEERING, INC. (619) 569 -7377 COUNTY APPROVED CHANGES BENCH MARK No Dett"puon A ed b D 1 X STORM DRAM DATA TABLE BEARING/DELTA RADIUS LENGTH REMARKS 1 210 01'50" 120' 44.08' 24" RCP(D•1350) . 2 190 03'42" 470' 156-34' • ' 3.. N18 ° 30'00 "W 12.66' 4 N18 °30'00 "W 4.81' " 5. NB4e 06'30"W 25.00' 30" RCP(D -1350) LG N84° 06'30"W 32. 00' 24"RCP(D -1350) _ N89e 55' 36" E 118.001 12" PVC (BLUE BRUTE) B N69° 30'00"W 40.00' ' 9 N7e 05' I L" E 16.00' " o We 05' 11 "E 46.00' IS" RCP (D -1350) 0 103 °29'36" 30' 54.19' " 1' NW MOVE 68 00' 12" PVC(BLUE-BRUTE ) N84 °06'30 "W 28.00' 30 "RCP(D- 1350). 0 N84 °06'30 "W 4.001 30 "CMP(14Gn. ) z 3.00' 30 "CMP BEND 5.00' 30" CMP RISER z PRIVATE CONTRACT Iz w SHEET C ?TY OF ENCINITAS '-7 w I-"J ENC,INEERING DEPARTMENT . ~ CD I%- w ti - pprov y a e - Q AS -BUILT PLAN DESCRIPTION: OC -0035 I/2" IRON PIPE SET IN CONC. MARKED BY STEEL Recommended for approvaC App, Q 4.0 _ POST. .. Z ... E S C A IA T10N F t L E CODE LOCATION: L95MLFROM IM:SAN ELIJO 1k KILKENNY DR.E'LYALON6 MANCHESTER AVE. IN suemvlsioN eNOiNEeR - CiTy ENGINEER C FENCE LINE RUNNIN6E$W RFL S/0 C/L MANCHESTER AVE. *6FT.SE /O PP 29004.. Eny4nwr of work: CMCked by: W ?' - 84 -S-I RECORD FROM: COUNTY OF SAN DIE60 �O L I p Z SAT DATUM: USG$GS Approreldab: - iJ 1 f` c 1 REVISION LOG ELEVATION: 74.516 7. H. PALACIOS R c. a 32031 FILE N0. PC2025 i CENTER LINE DATA O DELTA RADIUS ARC NOTES SEARING --- GIST. i N320 02' 44 "W 30' 20.40' TYPE "G" CURB 2 43°02'44" 200' 150.26' ' 3 NII *OD'OD "E 257.40' 353.05' " 4 29 °30'00" 480' 241.14' " $ N 18° 30' 00" W 464' 17.47' 17.47' 0 � y\ yc W * USE 10' PIPE LENGTHS E; 15T. GRR I , 1 i TO � a In O CI' O 00 3 t_ r _- -= i + t 'V 7 1 {- -_ __- h i - 48" v + in ar \ \ Y _ 11 TYP.COVER - d ao� to \\ -r < f I - +_ - * 1. 0 ° + . - I =_ 60 } - m L N 8 °RC.P(D -135Qj d m T - {- -_ ' _ 9 = t - 00 ISEVEL 80TM#NDS = OF 8 „p O �� S N N L(1� -. _. =r _ ti P q t `- OD 2i 2 C C TFR s m m \ f =�- f + r \ p - - F R n 114 EASTERLY CU N N q ;- + � _ 16+00 15 +00 PROFILE SIENNA CANYON DRIVE - 3 SCALE: HORIZONTAL _1 40' t , IIr VERTICAL i" - 8 17 00 -_ - _ .. SUBDIVISION •" �-� °_ y- _ - 14+ 0 BOUNDARY I I _ RIP -RAP PERR5D 0-40(1/2TON TYPE 1) a 10'XIOIX V DEEP, FILTER SLANRET: 12" OF I /2ll A66 ON APPROVED x _ . ORAIR - 0-3250 CONC. u �x OR EQUAL) (MIFtAF1 W0 DETENTION BAS IN OR AIR PLACED CONC. � ,� r :' �' REINFORCEDWRH6'k6° 10 /IDGAGE W. F. LINK FENCE SEE SHEET 7, FOR PROFILE) W. r:•:•::••:• 25 PRIVATE DRAINAGE EASEMENT 20' 8 4 4 I6 a 5 N * 000 N U, o + In In � � 3 4 � � O' PRIVATE 5' DRAINAGE iASEMENT J; WATER MAIN CENTER LINE DATA DELTA RADIUS ARC O ARl I NOTES 1 ' N3r 02'42"W 10.30' 8" P.V.C.(CL200) 2 436 02.'44" 190' 142.75' " 3 NI] °00'00 "E 353.05' " 4 29 030'00" 490' 252.29' 5 N18 030'00 "W 17.47' 0 _ A 7 3 5 1 NO DATEI 2Y 1 to 0f S C A I P T10N /+ � N0 9V DATE JP ENGINEE.F�lNGt INC. ENGINEER OF WORK; CIVIL ENGINEERiNG.LANO PLANNING - SURVEYING H. PALACIOS.ACE 3 2011 3361 VICKERS S`+REET,SUITE 205,SAN DIEGO,CA 82111 ,819) 569 -737Y PREPARATION I ^11w rvpLIL R UTILITY EASEMENTS NOTE : FOR SEWER AND WATER EASE MENTS - 5EE 5UBDIV151ON MAP a� Ex P 12 -31 -86 J.H. PALACIOS RCE 32031 DATE JP ENGINEERING, INC. (619) 569 -7377 COUNTY APPROVED CHANGES BENCH MARK No Dett"puon A ed b D 1 X STORM DRAM DATA TABLE BEARING/DELTA RADIUS LENGTH REMARKS 1 210 01'50" 120' 44.08' 24" RCP(D•1350) . 2 190 03'42" 470' 156-34' • ' 3.. N18 ° 30'00 "W 12.66' 4 N18 °30'00 "W 4.81' " 5. NB4e 06'30"W 25.00' 30" RCP(D -1350) LG N84° 06'30"W 32. 00' 24"RCP(D -1350) _ N89e 55' 36" E 118.001 12" PVC (BLUE BRUTE) B N69° 30'00"W 40.00' ' 9 N7e 05' I L" E 16.00' " o We 05' 11 "E 46.00' IS" RCP (D -1350) 0 103 °29'36" 30' 54.19' " 1' NW MOVE 68 00' 12" PVC(BLUE-BRUTE ) N84 °06'30 "W 28.00' 30 "RCP(D- 1350). 0 N84 °06'30 "W 4.001 30 "CMP(14Gn. ) z 3.00' 30 "CMP BEND 5.00' 30" CMP RISER z PRIVATE CONTRACT Iz w SHEET C ?TY OF ENCINITAS '-7 w I-"J ENC,INEERING DEPARTMENT . ~ CD I%- w ti - pprov y a e - Q AS -BUILT PLAN DESCRIPTION: OC -0035 I/2" IRON PIPE SET IN CONC. MARKED BY STEEL Recommended for approvaC App, Q 4.0 _ POST. .. Z ... E S C A IA T10N F t L E CODE LOCATION: L95MLFROM IM:SAN ELIJO 1k KILKENNY DR.E'LYALON6 MANCHESTER AVE. IN suemvlsioN eNOiNEeR - CiTy ENGINEER C FENCE LINE RUNNIN6E$W RFL S/0 C/L MANCHESTER AVE. *6FT.SE /O PP 29004.. Eny4nwr of work: CMCked by: W ?' - 84 -S-I RECORD FROM: COUNTY OF SAN DIE60 �O L I p Z SAT DATUM: USG$GS Approreldab: - iJ 1 f` c 1 REVISION LOG ELEVATION: 74.516 7. H. PALACIOS R c. a 32031 FILE N0. PC2025 i CURB LINE DATA LINE DATA DELTA RADIUS ARC NOTES AR N 8 ARING DIST. i 82° 14 -00" 30' 43.05' TYPE "G" CURB 3 46 °57'08" 226' 185.20' ' 3 11 040'24" 257.40' 52.44' " _ " NII °00'00 "E 29 °30'00" 255.24' " 5 29 °30'00" 464' 238.90' 17.47' 6 NIB °30'00 "W 17.47' 71 SI8 °30'00 "E 17.47' 6 29 °30'00" 496' 255.38' " 6 S 110 00' 00 "W 283.91' " 90] 6 °37'14" 779.60' 90.09' " 91 23° 05' 25" 180' 72.54' " 12 103° 20' 05" 30' 54. 11' " 93 180° 00'00" 3' 9.42' TYPE "B-2" CURB 114 31° 16'37" 200' 100.04' " " Ib 31° 16'37" 200 103.04' " " 16 180° 00' 00" 3' 9.42' 11 " " 0 � y\ yc W * USE 10' PIPE LENGTHS E; 15T. GRR I , 1 i TO � a In O CI' O 00 3 t_ r _- -= i + t 'V 7 1 {- -_ __- h i - 48" v + in ar \ \ Y _ 11 TYP.COVER - d ao� to \\ -r < f I - +_ - * 1. 0 ° + . - I =_ 60 } - m L N 8 °RC.P(D -135Qj d m T - {- -_ ' _ 9 = t - 00 ISEVEL 80TM#NDS = OF 8 „p O �� S N N L(1� -. _. =r _ ti P q t `- OD 2i 2 C C TFR s m m \ f =�- f + r \ p - - F R n 114 EASTERLY CU N N q ;- + � _ 16+00 15 +00 PROFILE SIENNA CANYON DRIVE - 3 SCALE: HORIZONTAL _1 40' t , IIr VERTICAL i" - 8 17 00 -_ - _ .. SUBDIVISION •" �-� °_ y- _ - 14+ 0 BOUNDARY I I _ RIP -RAP PERR5D 0-40(1/2TON TYPE 1) a 10'XIOIX V DEEP, FILTER SLANRET: 12" OF I /2ll A66 ON APPROVED x _ . ORAIR - 0-3250 CONC. u �x OR EQUAL) (MIFtAF1 W0 DETENTION BAS IN OR AIR PLACED CONC. � ,� r :' �' REINFORCEDWRH6'k6° 10 /IDGAGE W. F. LINK FENCE SEE SHEET 7, FOR PROFILE) W. r:•:•::••:• 25 PRIVATE DRAINAGE EASEMENT 20' 8 4 4 I6 a 5 N * 000 N U, o + In In � � 3 4 � � O' PRIVATE 5' DRAINAGE iASEMENT J; WATER MAIN CENTER LINE DATA DELTA RADIUS ARC O ARl I NOTES 1 ' N3r 02'42"W 10.30' 8" P.V.C.(CL200) 2 436 02.'44" 190' 142.75' " 3 NI] °00'00 "E 353.05' " 4 29 030'00" 490' 252.29' 5 N18 030'00 "W 17.47' 0 _ A 7 3 5 1 NO DATEI 2Y 1 to 0f S C A I P T10N /+ � N0 9V DATE JP ENGINEE.F�lNGt INC. ENGINEER OF WORK; CIVIL ENGINEERiNG.LANO PLANNING - SURVEYING H. PALACIOS.ACE 3 2011 3361 VICKERS S`+REET,SUITE 205,SAN DIEGO,CA 82111 ,819) 569 -737Y PREPARATION I ^11w rvpLIL R UTILITY EASEMENTS NOTE : FOR SEWER AND WATER EASE MENTS - 5EE 5UBDIV151ON MAP a� Ex P 12 -31 -86 J.H. PALACIOS RCE 32031 DATE JP ENGINEERING, INC. (619) 569 -7377 COUNTY APPROVED CHANGES BENCH MARK No Dett"puon A ed b D 1 X STORM DRAM DATA TABLE BEARING/DELTA RADIUS LENGTH REMARKS 1 210 01'50" 120' 44.08' 24" RCP(D•1350) . 2 190 03'42" 470' 156-34' • ' 3.. N18 ° 30'00 "W 12.66' 4 N18 °30'00 "W 4.81' " 5. NB4e 06'30"W 25.00' 30" RCP(D -1350) LG N84° 06'30"W 32. 00' 24"RCP(D -1350) _ N89e 55' 36" E 118.001 12" PVC (BLUE BRUTE) B N69° 30'00"W 40.00' ' 9 N7e 05' I L" E 16.00' " o We 05' 11 "E 46.00' IS" RCP (D -1350) 0 103 °29'36" 30' 54.19' " 1' NW MOVE 68 00' 12" PVC(BLUE-BRUTE ) N84 °06'30 "W 28.00' 30 "RCP(D- 1350). 0 N84 °06'30 "W 4.001 30 "CMP(14Gn. ) z 3.00' 30 "CMP BEND 5.00' 30" CMP RISER z PRIVATE CONTRACT Iz w SHEET C ?TY OF ENCINITAS '-7 w I-"J ENC,INEERING DEPARTMENT . ~ CD I%- w ti - pprov y a e - Q AS -BUILT PLAN DESCRIPTION: OC -0035 I/2" IRON PIPE SET IN CONC. MARKED BY STEEL Recommended for approvaC App, Q 4.0 _ POST. .. Z ... E S C A IA T10N F t L E CODE LOCATION: L95MLFROM IM:SAN ELIJO 1k KILKENNY DR.E'LYALON6 MANCHESTER AVE. IN suemvlsioN eNOiNEeR - CiTy ENGINEER C FENCE LINE RUNNIN6E$W RFL S/0 C/L MANCHESTER AVE. *6FT.SE /O PP 29004.. Eny4nwr of work: CMCked by: W ?' - 84 -S-I RECORD FROM: COUNTY OF SAN DIE60 �O L I p Z SAT DATUM: USG$GS Approreldab: - iJ 1 f` c 1 REVISION LOG ELEVATION: 74.516 7. H. PALACIOS R c. a 32031 FILE N0. PC2025 i SEWER MAIN CENTER LINE DATA DELTA RADIUS ARC NOTES 8 ARING DIST. 1 N3V 02' 44 "W I 77.27 8" P.V.C. i N11000'00 "E 213.21' " " 3 NI1 °00'00 "E 218.71' _ " 4 29 °30'00" 480' 247.14 6 N18° 30' 00 "W 17.47' " ' 0 � y\ yc W * USE 10' PIPE LENGTHS E; 15T. GRR I , 1 i TO � a In O CI' O 00 3 t_ r _- -= i + t 'V 7 1 {- -_ __- h i - 48" v + in ar \ \ Y _ 11 TYP.COVER - d ao� to \\ -r < f I - +_ - * 1. 0 ° + . - I =_ 60 } - m L N 8 °RC.P(D -135Qj d m T - {- -_ ' _ 9 = t - 00 ISEVEL 80TM#NDS = OF 8 „p O �� S N N L(1� -. _. =r _ ti P q t `- OD 2i 2 C C TFR s m m \ f =�- f + r \ p - - F R n 114 EASTERLY CU N N q ;- + � _ 16+00 15 +00 PROFILE SIENNA CANYON DRIVE - 3 SCALE: HORIZONTAL _1 40' t , IIr VERTICAL i" - 8 17 00 -_ - _ .. SUBDIVISION •" �-� °_ y- _ - 14+ 0 BOUNDARY I I _ RIP -RAP PERR5D 0-40(1/2TON TYPE 1) a 10'XIOIX V DEEP, FILTER SLANRET: 12" OF I /2ll A66 ON APPROVED x _ . ORAIR - 0-3250 CONC. u �x OR EQUAL) (MIFtAF1 W0 DETENTION BAS IN OR AIR PLACED CONC. � ,� r :' �' REINFORCEDWRH6'k6° 10 /IDGAGE W. F. LINK FENCE SEE SHEET 7, FOR PROFILE) W. r:•:•::••:• 25 PRIVATE DRAINAGE EASEMENT 20' 8 4 4 I6 a 5 N * 000 N U, o + In In � � 3 4 � � O' PRIVATE 5' DRAINAGE iASEMENT J; WATER MAIN CENTER LINE DATA DELTA RADIUS ARC O ARl I NOTES 1 ' N3r 02'42"W 10.30' 8" P.V.C.(CL200) 2 436 02.'44" 190' 142.75' " 3 NI] °00'00 "E 353.05' " 4 29 030'00" 490' 252.29' 5 N18 030'00 "W 17.47' 0 _ A 7 3 5 1 NO DATEI 2Y 1 to 0f S C A I P T10N /+ � N0 9V DATE JP ENGINEE.F�lNGt INC. ENGINEER OF WORK; CIVIL ENGINEERiNG.LANO PLANNING - SURVEYING H. PALACIOS.ACE 3 2011 3361 VICKERS S`+REET,SUITE 205,SAN DIEGO,CA 82111 ,819) 569 -737Y PREPARATION I ^11w rvpLIL R UTILITY EASEMENTS NOTE : FOR SEWER AND WATER EASE MENTS - 5EE 5UBDIV151ON MAP a� Ex P 12 -31 -86 J.H. PALACIOS RCE 32031 DATE JP ENGINEERING, INC. (619) 569 -7377 COUNTY APPROVED CHANGES BENCH MARK No Dett"puon A ed b D 1 X STORM DRAM DATA TABLE BEARING/DELTA RADIUS LENGTH REMARKS 1 210 01'50" 120' 44.08' 24" RCP(D•1350) . 2 190 03'42" 470' 156-34' • ' 3.. N18 ° 30'00 "W 12.66' 4 N18 °30'00 "W 4.81' " 5. NB4e 06'30"W 25.00' 30" RCP(D -1350) LG N84° 06'30"W 32. 00' 24"RCP(D -1350) _ N89e 55' 36" E 118.001 12" PVC (BLUE BRUTE) B N69° 30'00"W 40.00' ' 9 N7e 05' I L" E 16.00' " o We 05' 11 "E 46.00' IS" RCP (D -1350) 0 103 °29'36" 30' 54.19' " 1' NW MOVE 68 00' 12" PVC(BLUE-BRUTE ) N84 °06'30 "W 28.00' 30 "RCP(D- 1350). 0 N84 °06'30 "W 4.001 30 "CMP(14Gn. ) z 3.00' 30 "CMP BEND 5.00' 30" CMP RISER z PRIVATE CONTRACT Iz w SHEET C ?TY OF ENCINITAS '-7 w I-"J ENC,INEERING DEPARTMENT . ~ CD I%- w ti - pprov y a e - Q AS -BUILT PLAN DESCRIPTION: OC -0035 I/2" IRON PIPE SET IN CONC. MARKED BY STEEL Recommended for approvaC App, Q 4.0 _ POST. .. Z ... E S C A IA T10N F t L E CODE LOCATION: L95MLFROM IM:SAN ELIJO 1k KILKENNY DR.E'LYALON6 MANCHESTER AVE. IN suemvlsioN eNOiNEeR - CiTy ENGINEER C FENCE LINE RUNNIN6E$W RFL S/0 C/L MANCHESTER AVE. *6FT.SE /O PP 29004.. Eny4nwr of work: CMCked by: W ?' - 84 -S-I RECORD FROM: COUNTY OF SAN DIE60 �O L I p Z SAT DATUM: USG$GS Approreldab: - iJ 1 f` c 1 REVISION LOG ELEVATION: 74.516 7. H. PALACIOS R c. a 32031 FILE N0. PC2025 i 0 _ A 7 3 5 1 NO DATEI 2Y 1 to 0f S C A I P T10N /+ � N0 9V DATE JP ENGINEE.F�lNGt INC. ENGINEER OF WORK; CIVIL ENGINEERiNG.LANO PLANNING - SURVEYING H. PALACIOS.ACE 3 2011 3361 VICKERS S`+REET,SUITE 205,SAN DIEGO,CA 82111 ,819) 569 -737Y PREPARATION I ^11w rvpLIL R UTILITY EASEMENTS NOTE : FOR SEWER AND WATER EASE MENTS - 5EE 5UBDIV151ON MAP a� Ex P 12 -31 -86 J.H. PALACIOS RCE 32031 DATE JP ENGINEERING, INC. (619) 569 -7377 COUNTY APPROVED CHANGES BENCH MARK No Dett"puon A ed b D 1 X STORM DRAM DATA TABLE BEARING/DELTA RADIUS LENGTH REMARKS 1 210 01'50" 120' 44.08' 24" RCP(D•1350) . 2 190 03'42" 470' 156-34' • ' 3.. N18 ° 30'00 "W 12.66' 4 N18 °30'00 "W 4.81' " 5. NB4e 06'30"W 25.00' 30" RCP(D -1350) LG N84° 06'30"W 32. 00' 24"RCP(D -1350) _ N89e 55' 36" E 118.001 12" PVC (BLUE BRUTE) B N69° 30'00"W 40.00' ' 9 N7e 05' I L" E 16.00' " o We 05' 11 "E 46.00' IS" RCP (D -1350) 0 103 °29'36" 30' 54.19' " 1' NW MOVE 68 00' 12" PVC(BLUE-BRUTE ) N84 °06'30 "W 28.00' 30 "RCP(D- 1350). 0 N84 °06'30 "W 4.001 30 "CMP(14Gn. ) z 3.00' 30 "CMP BEND 5.00' 30" CMP RISER z PRIVATE CONTRACT Iz w SHEET C ?TY OF ENCINITAS '-7 w I-"J ENC,INEERING DEPARTMENT . ~ CD I%- w ti - pprov y a e - Q AS -BUILT PLAN DESCRIPTION: OC -0035 I/2" IRON PIPE SET IN CONC. MARKED BY STEEL Recommended for approvaC App, Q 4.0 _ POST. .. Z ... E S C A IA T10N F t L E CODE LOCATION: L95MLFROM IM:SAN ELIJO 1k KILKENNY DR.E'LYALON6 MANCHESTER AVE. IN suemvlsioN eNOiNEeR - CiTy ENGINEER C FENCE LINE RUNNIN6E$W RFL S/0 C/L MANCHESTER AVE. *6FT.SE /O PP 29004.. Eny4nwr of work: CMCked by: W ?' - 84 -S-I RECORD FROM: COUNTY OF SAN DIE60 �O L I p Z SAT DATUM: USG$GS Approreldab: - iJ 1 f` c 1 REVISION LOG ELEVATION: 74.516 7. H. PALACIOS R c. a 32031 FILE N0. PC2025 i N84 °06'30 "W 28.00' 30 "RCP(D- 1350). 0 N84 °06'30 "W 4.001 30 "CMP(14Gn. ) z 3.00' 30 "CMP BEND 5.00' 30" CMP RISER z PRIVATE CONTRACT Iz w SHEET C ?TY OF ENCINITAS '-7 w I-"J ENC,INEERING DEPARTMENT . ~ CD I%- w ti - pprov y a e - Q AS -BUILT PLAN DESCRIPTION: OC -0035 I/2" IRON PIPE SET IN CONC. MARKED BY STEEL Recommended for approvaC App, Q 4.0 _ POST. .. Z ... E S C A IA T10N F t L E CODE LOCATION: L95MLFROM IM:SAN ELIJO 1k KILKENNY DR.E'LYALON6 MANCHESTER AVE. IN suemvlsioN eNOiNEeR - CiTy ENGINEER C FENCE LINE RUNNIN6E$W RFL S/0 C/L MANCHESTER AVE. *6FT.SE /O PP 29004.. Eny4nwr of work: CMCked by: W ?' - 84 -S-I RECORD FROM: COUNTY OF SAN DIE60 �O L I p Z SAT DATUM: USG$GS Approreldab: - iJ 1 f` c 1 REVISION LOG ELEVATION: 74.516 7. H. PALACIOS R c. a 32031 FILE N0. PC2025 i m A \ d ZI r _W - 130 SEWER AMAIN CENTER BEARING /DELTA 170 LENGTH 514APE CONC. \ - ws 1 22 056'34" 370' 148.16' DITCH TO DRAIN 2 N03004' -30"W 360' 39.81' 18" RCP " 3 UP 15' 25" 120' 54-1V OJ�yo°I 10 pN I 77 I8 024'07" z3o' 73.87' to p m -120 It � zo k- - N27 000'00 'W 160 M.A.R.Bc It � N27000,00 "W 104.72' 45.56' W - -_ �1 8' { 30000'00" 210' 109.96' 12" D.Y.C. 7 1403 °00'00 "E _ 83.72' " 9 N87°00'OD "W 91E 11.00' 12 "PVC(BLUEBRUTE) t W.39001 00"E 36.00' " I } 184' 16.00' PROFILE STO=RM DRAIN Gd 21 +56 5 460 45' 00" E 8 25.00' (PRIVATE) 70.85 6" It it 256' 147.25' " 13 SOG, °00' 00 "w 25.75' " 18 24 030'00" 344' 147.10' cW z - - 01 o 2 15G U N 0 �' �' -7 I ! 0 -- -5HAPE CON C 'r DITCH TO s DRAIN Ao { o go All 14-0 - " .. J 0 f �- PROFILE: STORM DRAIN G 23 +90 (PRIVATE) � 17 M.A.R.IIt CAP A55Y 10' PRIV A EE ➢RAI MEN') EASE � CORE OUTLET TYPE 'A' PER D. 2 5 0� 10'PR/VATE DRAI1VA6E EASEMENT 9 NOTE: FOR SEWER AND WATER EASEMENTS SEE SUBDIVISION MAP } X 968\ \ � + Lo v -- cli to r O 8y N N + N ll DO` Wpl;C \ N Lo ON +n_ Zq _l 0 In 2 \ NmN in 0I tl 392 48" \\ 0; + COO c TYP.COVER = N N ii+ oo < 180° L= 125.66' L/ 8 = 15.71' R) o - 7:C.PROFILE 4 t i J O _ _ W _ / i - F N In otf C- dl O 1n Z W M1 V \OOH% 00 �' ° QO m oA tIi tti Ui o i cJ U In ? i =- 1f1 ui J .D -I .9 "� �0 D K m p) C z F CL It: F i t + CID a _ t 15.11' S i' 15.11'? 15.11' 15J1' 15JP 157 Il.OT 17.08' 25.61' cPV I {- }t W N i 245.18' V.C. P.L =17L54 7 - CUL -DE -SAC PROFILE:SIENNACANYON- DRIVE SCALE: HORIZONTAL I"= 40' VERTICAL I 8' 24 +00 23 +00 22 +00 21+00 25 +00 J.H. PALACIOS RCE 32031 unit JP ENGINEERING, INC. (F19) 550_7877 A. 9 3 s 2 5 1 1J DATE 3Y DESCRIPTION NO 9Y DATE DE SCRIP T10N ,i`P ENGINEERING,INC. ENGINEER OF WORK: FILE CODE _ CIVIL 0CINEERlNG.LANO PLANNING.SURYEYING I j H. PALAC 84-87 IOS RCE 92031 iiAT - $381 VICKERS STREET,SUITE 205,SAN DIEGO,CA 93111 (619) 589-7377 1 PREPARATION. AND REVISION LO(3 _ Pnfd kTcI lrT nI �"r•onnu� STORM DRAIN DATA TABLE SEWER AMAIN CENTER BEARING /DELTA RADIUS LENGTH REMARKS 1 22 056'34" 370' 148.16' 24" RCP (D-1550) 2 N03004' -30"W 360' 39.81' 18" RCP " 3 UP 15' 25" 120' 54-1V " 4 I8 024'07" z3o' 73.87' " 5 N27 000'00 'W 3 49,74' It 6 N27000,00 "W 104.72' 45.56' " 33000'00q' 30000'00" 210' 109.96' " 7 1403 °00'00 "E N27000'00-'w 83.72' " 9 N87°00'OD "W 91E 11.00' 12 "PVC(BLUEBRUTE) t W.39001 00"E 36.00' " I 5 28°00'00 "E 184' 16.00' n t 5 460 45' 00" E 8 25.00' " ^ 70.85 6" It it 256' 147.25' " M067 R SCAo -E 1,=40' DIE USE 10' PIPE LENGTHS 10' PRIVATE PRAINA6E R EASEMENT 20 +00 ce 1 _ 1 9+00 0 PRIVATE ROAD SEE SHEET 7 SEWER AMAIN CENTER 1MATER AMAIN CENTER LINE DATA RADIO$ DELTA RADIUSAR A ING NOTES RI 1 1 T 360' t 220 10'00" 350' 135.40 8 "pVC,(CL.200) 5.07' " It 3 02 020' 00" 350' 14.25' " 4 33 000'00" 3 N06 °00'00 "E ' 25.75' " 104.72' 95.32` 4 33000'00q' 250' 143:99' " " 7 5 N27000'00-'w 253.74' 95.32' " N0300O'OO "E 91E fi 30 °00'00"' 190' 99.48' 190.89' " 7 NO3 000100 "E 184' 200.89' It "(CL.150) 11 527 000'00 "E 8 NO3 °00'00 "E " ^ 70.85 6" It it 256' 20 +00 ce 1 _ 1 9+00 0 PRIVATE ROAD SEE SHEET 7 I8 +00 R s A cp r'A. PA4����F W5. 32 ®3➢ EXP. 12 -31- 88 COUNTY APPROVED CHANGES BENCH MARK No - Description A ed b D SEWER AMAIN CENTER LINE DATA O DELTA RADIO$ ARC NOTES A ING DIST. DIST. 1 23041'2.9" 360' 148.86' 8" PV.C. 3 0 °48'27" 360' 5.07' " It 3 N06 000'00 "E 138.22' 25.75' " 4 33 000'00" 240' 138.23' ' S N27 000'00 "w 104.72' 95.32` " a 1 30 000'00" 200, 104.72' " 7 . NO3 000'00 "E 40' 253.74' " 8 N0300O'OO "E 30' 15.00' " I8 +00 R s A cp r'A. PA4����F W5. 32 ®3➢ EXP. 12 -31- 88 COUNTY APPROVED CHANGES BENCH MARK No - Description A ed b D Z CD z x PRIVATE CONTRACT uj " W SHEET DIEPARTMENT 6 EENGINEERING SHEETS � Z h a- p rov y ate OC- 0035 1,2" IRON PIPE SET IN CONC. MARKED BY 5TEEL POST. Racommsndd for sp�roral: Appr A5 -BUILT PLAN I-'3°10! DESCRIPTION: I((y /.p� ,1i1 1��/1�..�.� = l LOCATION: 1. 95MI. FROMINT. 5ANELITOkKILKENNYDR .E'LYALONGMANCAESTERAVE. SUOOwiSIONENGINEER `��1�T NGINEER. y pI: O i IN FENCE LINE RUNNING E%W 17 FT 510 0/L MANCHESTERAVE. %6FT. 5E /O PP 29004 RECORD FROM: COUNTY OF SAN DIEGO I- ELEVATION: 74.56 DATUM: 115G.$G5. E�nSym�a {eJ�7,°��(lyyy ///w777orak�: /' CENTER LINE DATA ' LINE DATA DELTA RADIUS ARC NOTES SEARING BEARING DIST. 1 24 030'00" 360' 153.94' 1 10.90' 2 N060 00'00" E 32 048'54" 25.75' 128.29' 3 33 000'00" 240' 138.22' 95.32' 4 N27 000'00 "W " 95.32' 113.10' 5 30 000'00" 200' 104.72' 190.89' 8 NO3 000'00 "E 48 °54'57" 243.65' 25.61' Z CD z x PRIVATE CONTRACT uj " W SHEET DIEPARTMENT 6 EENGINEERING SHEETS � Z h a- p rov y ate OC- 0035 1,2" IRON PIPE SET IN CONC. MARKED BY 5TEEL POST. Racommsndd for sp�roral: Appr A5 -BUILT PLAN I-'3°10! DESCRIPTION: I((y /.p� ,1i1 1��/1�..�.� = l LOCATION: 1. 95MI. FROMINT. 5ANELITOkKILKENNYDR .E'LYALONGMANCAESTERAVE. SUOOwiSIONENGINEER `��1�T NGINEER. y pI: O i IN FENCE LINE RUNNING E%W 17 FT 510 0/L MANCHESTERAVE. %6FT. 5E /O PP 29004 RECORD FROM: COUNTY OF SAN DIEGO I- ELEVATION: 74.56 DATUM: 115G.$G5. E�nSym�a {eJ�7,°��(lyyy ///w777orak�: /' CURB LINE DATA Approval dais: DELTA RADIUS ARC NOTES BEARING DIST. 1 16053'58" 376' 1 10.90' 6" TYPE WCURB 2 32 048'54" 224' 128.29' " 3 N27 °00'00 "W 95.32' " 4 " 2 16' 113.10' ' N0°00"E, f:30000':OtO 190.89' E 48 °54'57" 30' 25.61' " 7 277 049'53" 40' 193.96' " 48 °54'57" 30' 25.61' " 9 S03°00'Oo "w 190.89' " 10 30 °00'00" 184' 96.34' " 11 527 000'00 "E 95,32' " ^ t2 33 °00'00" 256' 147.25' " 13 SOG, °00' 00 "w 25.75' " 18 24 030'00" 344' 147.10' Z CD z x PRIVATE CONTRACT uj " W SHEET DIEPARTMENT 6 EENGINEERING SHEETS � Z h a- p rov y ate OC- 0035 1,2" IRON PIPE SET IN CONC. MARKED BY 5TEEL POST. Racommsndd for sp�roral: Appr A5 -BUILT PLAN I-'3°10! DESCRIPTION: I((y /.p� ,1i1 1��/1�..�.� = l LOCATION: 1. 95MI. FROMINT. 5ANELITOkKILKENNYDR .E'LYALONGMANCAESTERAVE. SUOOwiSIONENGINEER `��1�T NGINEER. y pI: O i IN FENCE LINE RUNNING E%W 17 FT 510 0/L MANCHESTERAVE. %6FT. 5E /O PP 29004 RECORD FROM: COUNTY OF SAN DIEGO I- ELEVATION: 74.56 DATUM: 115G.$G5. E�nSym�a {eJ�7,°��(lyyy ///w777orak�: /' C"acked Dy: 8021 1 R Approval dais: N. PALACIOS R. c E. 320 FILE N0. PC 2025 W 2c W W G9 O t� + -' - --- -- - } - 130 - F L 31.71 I � � -- r L/4 - 1- - - Q t -7.93 } -_ APE CONC. - - — a =- _. DRAIN � ._ ...- i � t t l I ;. _ a - _ � a - -_ -- �• 140 � -- - T !c• - - ° w � o � N m N I r s f r r ! � - - + -_: _. } _; �_ _ _ � � � - - _ - .j }C . u ` + N N V• { ILO ` __ _ M MN O] } } z - - -- — $ b o — I.E.I14:61 �( � -# _+ _ 4 �- _ T , ., r t. ' 1... - -- i " 't n� o _(...:. - { _ + _ a - - ' ` 1 ; i 130— �W V r t = _3 m r - 1- W �- J---- 15' 1338 a =a cA m 41.56 V.C. > - WESTERLY CURB RETURN i I $ _ k 1 z L wN \\ F } - r STORM DRAIN 0 11+14.18 a °Uw Tt ISIX18 "IN51DE DIM. CONC. BOX $ (PRIVATE) CLEANOUT W /6" WALL& BOTTOM _ p, SSE ALHAMBRA A -2015 FRAME oe so �COVE R,20 "X20" ZI J NOTE: 30 "CMP RISER W/211 LE.I12.00 \ 'Z" ° a1 z PERFORATIONS 12" O.C. - ° T r- z o -_0 STAGGERED• _ FINIS GRADE a o < Ir•. O y W O f31" + :NmNfp to2N > P.I. = 128.30 Nc : I. I �� -_ zr N m n' u1N N g C4 1N W IDO' V.C. if \\ r M.P.R. &CAP * N " m > z o+ _ m N u 3 PI.- 119.53 r } N£ m _m do m > = cj It f F ASSY. N -- 6 \ _N � a J ~ .14 0 130 SHAPE CONC. TD /B' -` 7p 0� ° \ N N m N In uj j p �e tr) N 'a co m° ° � i° N =c . 10 LL �' C6 'D DITCH TO o /�Sv cA @) �PPC 6 pRC. = N = - N _ N H W g Z e +a + +N *N +z -- -- o�o+cl Yoom oo DRAIN o 95�:: OX /p D W " Vi �� 2 W o m o _o m - -- - -- \\p pp o \ %n n °s m m ul LL z w W m o ± ( m •p0� o F6 �P. (i oN oa° vumi am mm ;� -- Z.00 °� + n a \F Za+ >u TYPE'A' GRATE { } M n In m 39 pt `c �" 'rFip o_ o_ - _ - -Ir 1:00 %0 \ n' - o� ~ PER D-I6 PLACED ON 130 —120 ' °` ; . H N N B'IPC`p :` g p/ a �„ 120 _ TOP OF 30" CMP RISER i T �35pj @ j�9/ 1 �P COVER 5 ' __i 1❑ - r _ H .o '? \ 0 , \ a o TP9800 I I �q• }-. ' t i 6' CHAIN LINK PROFILE = { {— 3 ' 3 FEN f ° ` UUU `o 5' p 1766' In 15 r 1 _- - - ,n Pyy ®$ / 00 Qp =B�_ - �D � _! T tj R.3 q G NtI2 7: H o \ 3 II u! 110 H t+ !RAVE N : w w + + - - _ - ��} 10+10.2718 S.D. p - d = -r- t_ -1 i I. E.106.9F o? ¢ x - 3fi¢?/ CONC. 3 o L= 31.71' -r _ — - r - - - - 4 _ n ur to 7 t m� ISO " COLLAR d - j -1 4 5.. i� -F :-- k i t } -} - .: r = -1 i ' = =v -L n NE __ ui --Y w CONC. - _ L/4 7.93 - - -- - $_ ui - - w a_ -- _ - _ f mm ' 91 -12 P.V.C. f w _ _ - - - - - 40 32 25 w - -c - -- — }- 7 —r - - + _ -- F - -- -_ 2 PV. C. 2 " .C. P, u N 30 CMP „9 0 0. NW m U N -'. r -- -_. _-. -± ;_. , I I _ { I i -- -- { - - - - -- T i 4 R 30 R.C.P. BEND - • �D 1 :c ---_ -t _ -r— --k- -- '_ - -.:.. , F- '- - -'- - — - $ -_- ._ -- -- �_- _4 - -- _- .____. - -_ _,. BLUE - BRUTE) _ °'T- z - (D-1350) D-1350 m r. _`_ - __- 3 - - - ( 1 m N _ O - Ov , ��- —_�- ti : -.F k 1... . - -, r. -...._ L.. - - - - -- - °° oD RIP- RAP PER RSD - 40('/2 TON) + m m o to N = __ - - -_ - - - - ___ 1__ __,_._ - = SOUTHERLY CURB_ w w 10'x10'x2' DEEP FILTER 699 ° - m n - F- - =" -F - { L..i- r j ! ^ - __ ___- :_ - -a -_ r t =.:_i __y 28 u u _� _ -- t BLANKET . 12 OF 1/2 AGG - - -- { - -_ -a t I a 30 "R.C.P. 0 t I I ON FILTER CLOTH - -' - i I -- - 3o CMP - -- ` Y { c0 -1350) (NIRAFI 100 OR EQUAL - - - -- t =_ PROFILE: SIENNA CANYON COURT - I -- (14 GA.) ) �Op y 130 � � � r � : S + �- - f SCALE: HORIZ. I =40 i r - t PROFILE STORM DRAIN @� 15 66.50 AND __ 11 1 �- � _ EASTERLY CURB RETURN � ?? ° -; __ "- 1 - - - DETENTfON BASIN (PRIVATE) =I_ _} t FOR PLAN VIEW SEE SHEET 5) PROFILE: HAMMER HEAD TURNAROUND - -__ 12 +00 11+00 10 +00 WATER MAIN CENTER LINE DATA DELTA RIN SITIILROH ROLLED CURB NOTES PE G f CURB N90 000'00 "W 19.98' L= 44.47' N00 °00' 00 "W 00"W L /4= UAZ " r, N76 0 35'19 "W t4o'v.C_Lo CURB TRANS. 30' " 17 " 20' " N75 000'00 "W tn W �- C _- O e0 50.00' f31" + :NmNfp to2N > P.I. = 128.30 Nc : I. I �� -_ zr N m n' u1N N g C4 1N W IDO' V.C. if \\ r M.P.R. &CAP * N " m > z o+ _ m N u 3 PI.- 119.53 r } N£ m _m do m > = cj It f F ASSY. N -- 6 \ _N � a J ~ .14 0 130 SHAPE CONC. TD /B' -` 7p 0� ° \ N N m N In uj j p �e tr) N 'a co m° ° � i° N =c . 10 LL �' C6 'D DITCH TO o /�Sv cA @) �PPC 6 pRC. = N = - N _ N H W g Z e +a + +N *N +z -- -- o�o+cl Yoom oo DRAIN o 95�:: OX /p D W " Vi �� 2 W o m o _o m - -- - -- \\p pp o \ %n n °s m m ul LL z w W m o ± ( m •p0� o F6 �P. (i oN oa° vumi am mm ;� -- Z.00 °� + n a \F Za+ >u TYPE'A' GRATE { } M n In m 39 pt `c �" 'rFip o_ o_ - _ - -Ir 1:00 %0 \ n' - o� ~ PER D-I6 PLACED ON 130 —120 ' °` ; . H N N B'IPC`p :` g p/ a �„ 120 _ TOP OF 30" CMP RISER i T �35pj @ j�9/ 1 �P COVER 5 ' __i 1❑ - r _ H .o '? \ 0 , \ a o TP9800 I I �q• }-. ' t i 6' CHAIN LINK PROFILE = { {— 3 ' 3 FEN f ° ` UUU `o 5' p 1766' In 15 r 1 _- - - ,n Pyy ®$ / 00 Qp =B�_ - �D � _! T tj R.3 q G NtI2 7: H o \ 3 II u! 110 H t+ !RAVE N : w w + + - - _ - ��} 10+10.2718 S.D. p - d = -r- t_ -1 i I. E.106.9F o? ¢ x - 3fi¢?/ CONC. 3 o L= 31.71' -r _ — - r - - - - 4 _ n ur to 7 t m� ISO " COLLAR d - j -1 4 5.. i� -F :-- k i t } -} - .: r = -1 i ' = =v -L n NE __ ui --Y w CONC. - _ L/4 7.93 - - -- - $_ ui - - w a_ -- _ - _ f mm ' 91 -12 P.V.C. f w _ _ - - - - - 40 32 25 w - -c - -- — }- 7 —r - - + _ -- F - -- -_ 2 PV. C. 2 " .C. P, u N 30 CMP „9 0 0. NW m U N -'. r -- -_. _-. -± ;_. , I I _ { I i -- -- { - - - - -- T i 4 R 30 R.C.P. BEND - • �D 1 :c ---_ -t _ -r— --k- -- '_ - -.:.. , F- '- - -'- - — - $ -_- ._ -- -- �_- _4 - -- _- .____. - -_ _,. BLUE - BRUTE) _ °'T- z - (D-1350) D-1350 m r. _`_ - __- 3 - - - ( 1 m N _ O - Ov , ��- —_�- ti : -.F k 1... . - -, r. -...._ L.. - - - - -- - °° oD RIP- RAP PER RSD - 40('/2 TON) + m m o to N = __ - - -_ - - - - ___ 1__ __,_._ - = SOUTHERLY CURB_ w w 10'x10'x2' DEEP FILTER 699 ° - m n - F- - =" -F - { L..i- r j ! ^ - __ ___- :_ - -a -_ r t =.:_i __y 28 u u _� _ -- t BLANKET . 12 OF 1/2 AGG - - -- { - -_ -a t I a 30 "R.C.P. 0 t I I ON FILTER CLOTH - -' - i I -- - 3o CMP - -- ` Y { c0 -1350) (NIRAFI 100 OR EQUAL - - - -- t =_ PROFILE: SIENNA CANYON COURT - I -- (14 GA.) ) �Op y 130 � � � r � : S + �- - f SCALE: HORIZ. I =40 i r - t PROFILE STORM DRAIN @� 15 66.50 AND __ 11 1 �- � _ EASTERLY CURB RETURN � ?? ° -; __ "- 1 - - - DETENTfON BASIN (PRIVATE) =I_ _} t FOR PLAN VIEW SEE SHEET 5) PROFILE: HAMMER HEAD TURNAROUND - -__ 12 +00 11+00 10 +00 WATER MAIN CENTER LINE DATA DELTA RIN RADIUS ARC 1 T NOTES 5860 19'58"F N90 000'00 "W 19.98' 6" Pvc.(CL.200) N00 °00' 00 "W 00"W I'I G -2# " r, N76 0 35'19 "W - 3 30' " N63 045'00 "W " 20' " N75 000'00 "W 28.38' 72.03' 50.00' _ HAMNER MEAD 8.80' " NOS°0� STORM AIN DATA TABLE DELTA REAiRING /DELTA RADIUS LENGTH REMARKS NOTES N900 00' 00 "W N90 000'00 "W 104.16' 1.8" RCP(D -1350) MM750001 00"W 140' 138:$0' " - 3 582000'00"W 85.52' 74.60' " 4 N13046'14 "E 130' 28.38' 12 " PVC. (BLUE BRUTE) e s , 5 NO DATE 8Y DESCRIPTION JP ENGINEERINGsINC. CIVIL E - iNEERING.LAND PLANNING.SURVEYING 8361 VICKERF STREET,SUITE 205,SAN DIEGO,CA 82111 (615) 689 -7377 affair 4 3 2 i5 Ey DATE DEBCPi PT10N EV,,GIkEEa OF WORK: FLE CODE I I "4 -87 '.H. vALA� cicszRCE 32o3T DATE PREPARATION AND REVISION LOG CENTER LINE DATA DELTA RADIOS ARC NOTES �lN NOTES DIST. N90 000'00 "W DIST. 108' .30.05' 27 000'00" 140' 65.97' 8" PVC. 35 000'00" 140' 85.52' 150' 582000'00 "W 1 1 8.80' 130' N 7030'00"E 50.00' _ HAMNER MEAD CURB LINE DATA DELTA RADIUS ARC NOTES NOTE$ i DIST. $$D 23' 36" .30.05' 46.36` G A O ROLL CURB N90 °00'00" 8" PVC. 61.01' ROLLED GUTTER 27 000100" 150' 70.69' " 35° 0000" 130' 79.41' If " 582 °00'00 "W N75 000'00 "W 8.80' " NOS°0� 17.00' " N820001 00"E� 8.80' " 4 °30'12" 150' 11:79' " 79 °00'12" 23' 31.71' N7 030'00 "E 20.18' it 582 030'00 "E 17.00' " 57030'OOE 20.18' " 79 000112" 23 31.71' ^_ " 8 °30'12" 150' 22.26' " 27 °00'00" 130' 61.26' If N90000'OVE 65.84' " 84014'57" 30.24 44.4T TRANS OLL CURB CONSTRUCT AC CHEVRONS STA. 10 +75 TO STA. 11 +75 @ 50' INTERVAL-BOTH SIDES 9 /1 re O _......... _: JI& 19+ - "t'I• -10+00 51ENN O O /. = N �� ¢ I I 81,%1-1," "TEE RCANYDN Cr. + u 2 Ncc ^ 3 1 1 II i 10' PRIVATE fn ¢° w 3 N 2 to 2 II 19+32 .41 C.O. Nat DRAINAGE a - S. o II I 19110 Fp, EASEMENT H a ° a N N X h \ {b Cc SIENNA CANYON + a 6 COURT '* SEE SHEET 6 5 x R W- r m �U Co SEWER, HATER ° H u AND PUBLIC * ' ° J8 UTILITY ° o EASEMENT N= NOTE,. FOR SEWER AND WATER EASEMENTS SEE 5UBDIV15ION MAP �o PROFE8S10� � p������ PRIVATE CONTRACT ACT m CITY OF ENCINITA5 � Np. '1203411 SHEET 7 EXP. 12 31-85 / 7ET ENGINEERING DEPARTMENT SHEETS SCALE: I"=40' IMPROVEMENT PLAN ,FOR: SIENNA CANYON COURT COUNTY APPROVED CHANGES BENCH MARK CITY. OF ENCINITAS _TRACT 4606 No. Dewrip Uon Approved b Date -BUILT PALAC;OS RCE 32031 JP ENGINEERING, INC. `(619) 569 -7377 y OC -0035 1/2' IRON PIPE SET IN CONC. MARKED Recommended for approval: Apr �,� �� "(mil,$ -qo DESCRIPTION: ' AS -BUILT PLAN BY STEEL POST LOCATION: L95- HI. FRONINT. SAN ELMO& KILKENNYDR .E'LY ALONG HANCHESTERAVE SUBDIVISION ENGINEER I I I INFENCELINE RUNNING E &W 17FT•S/O C /LHANCHESTERME. &6FT.SE /0PP29004 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 74.516 DATUM: USG Sr GS Enygml}aer of work: 441 J.H. PALACIOS a. c E 32.031 SEWER MAIN CENTER LINE DATA Approval date: DELTA RADIUS ARC NOTE$ i 1ST. 1 6045'50" 300' 35.40' 8" PVC. N90 °00'00 "W 82.26' 1. 1. 3 114.00' If " N75 000'00 "W 1000' If CONSTRUCT AC CHEVRONS STA. 10 +75 TO STA. 11 +75 @ 50' INTERVAL-BOTH SIDES 9 /1 re O _......... _: JI& 19+ - "t'I• -10+00 51ENN O O /. = N �� ¢ I I 81,%1-1," "TEE RCANYDN Cr. + u 2 Ncc ^ 3 1 1 II i 10' PRIVATE fn ¢° w 3 N 2 to 2 II 19+32 .41 C.O. Nat DRAINAGE a - S. o II I 19110 Fp, EASEMENT H a ° a N N X h \ {b Cc SIENNA CANYON + a 6 COURT '* SEE SHEET 6 5 x R W- r m �U Co SEWER, HATER ° H u AND PUBLIC * ' ° J8 UTILITY ° o EASEMENT N= NOTE,. FOR SEWER AND WATER EASEMENTS SEE 5UBDIV15ION MAP �o PROFE8S10� � p������ PRIVATE CONTRACT ACT m CITY OF ENCINITA5 � Np. '1203411 SHEET 7 EXP. 12 31-85 / 7ET ENGINEERING DEPARTMENT SHEETS SCALE: I"=40' IMPROVEMENT PLAN ,FOR: SIENNA CANYON COURT COUNTY APPROVED CHANGES BENCH MARK CITY. OF ENCINITAS _TRACT 4606 No. Dewrip Uon Approved b Date -BUILT PALAC;OS RCE 32031 JP ENGINEERING, INC. `(619) 569 -7377 y OC -0035 1/2' IRON PIPE SET IN CONC. MARKED Recommended for approval: Apr �,� �� "(mil,$ -qo DESCRIPTION: ' AS -BUILT PLAN BY STEEL POST LOCATION: L95- HI. FRONINT. SAN ELMO& KILKENNYDR .E'LY ALONG HANCHESTERAVE SUBDIVISION ENGINEER I I I INFENCELINE RUNNING E &W 17FT•S/O C /LHANCHESTERME. &6FT.SE /0PP29004 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 74.516 DATUM: USG Sr GS Enygml}aer of work: 441 J.H. PALACIOS a. c E 32.031 Checked by: 80211 R Approval date: FILE NO. PC2025 V c U z U z x Ld z CD ti zr- LLB ff) t0 w m a) Q Z In 0 z W W Z.9 O W CL. I 1