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1988-8281 R (Plans) r IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO C 1 T Y OF ENCINITAS THESE PLANS. TRACT NO VV - 115 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 DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COM- PLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PUR- SUE 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. 5C LE l" =100' ' N OWNER DANIEL H. WIE� r P.O.BOX 515 ADDRESS E N C I N I TAS, CA 92024 ' O O � �2 ASSESSOR'S PARCEL 264 - 240 -04 / ` \ ` 1 , jr� `-�z \ o� Lc ti LL w W 2% SUBDIVISION BOUNDARY r1 rJ� / \� 8 ZX— 4 LOT 2 R - -- LO `o / 1 I CO.Vd/ECT To EXIST. • �� A LOT 4 �Iv war,&z MO / u TYPICAL TYPE 5 .C. DI KE STREET NAME e/w w 516N NOT TO SCALE " (00' i ' LOT 5 _ 30' 30' 5 I 5 �� 6' I:' lz' A.C. 36 TYPE 'A 'W► 6AND Sf LOT 8 PER. STL10/✓G•G -5 : I � w J �1 LOT 6 LOT 7 1� a '�' Q IN, 1 8 EDUESTRL4IV aEMbuE Ex /sr. r �v►�rtEUr J � / 4 P- C); TR4 11 €3"A.c. ovER 4 " CLASSIC' Cl �� I 8� LONE ✓ACTT ROAD Ba$ OVER:L' L /ME TREATED �L. FORTUNA _ I AW NCH RD. 40 PR/11,4TE ROAD EASEMENT 20' WUOA.1 raEES v girl, if r�G eE /°r!auTED ou E/TNE2 SIDE L� ST2EE7 Z INDEX MA P 0C4r1 �. EX4CT cocariou ro Be SCALE: 1 " = I00 ' F /EGO • 2 2 �` 2 / • �'' DECLARATION OF RESPONSIBLE CHARGE OWNER'S CERTIFICATE I - NDEX MAP LEGEND SUBDIVISION BOUNDARY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS I HEREBY CERTIFY THAT A SOILS ENGINEER AND /OR GEOLOGIST HAS EASEMENT LINES TV . CL� S4 TYPE "S " A.C.D /KE PROJECT, THAT' I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE BEEN OR WILL BE RETAINED TO OBSERVE GRADING ACTIVITY AND TEST / 3 'A.C. OE R ' 4 A IL' DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS THE COMPACTION OF FILL. SEWER & MANHOLE o g— Q BASE OVER G" LIME WATER EER DETA/� ABOVE PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH " 3 N 5 D T. (P.� - ro se CURRENT STANDARDS. awl ae, _yV TREATED SOIL W/EG4 / STORM DRAIN SD PRl!/,4T OR/VE M/A/ ED /ZED. g g CURB INLET I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI DANIEL H ! FIRE HYDRANTS bell . WIEGAND TRUST R DATE — CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY EXIST. WATER w AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- EXIST. SEWER 5 — BILITIES FOR PROJECT DESIGN. � �� SHEET NUMBERS - L BY: Al 01-e- � DATE TYPICAL SECTIONS WAYNEPASCO R.C.E. 29577 NOT TO SCALE SOILS ENGINEER'S CERTIFICATE SOILS ENGINEER'S CERTIFICATE LEGAL DESCRIPTION APN 264 - 240 -04 1, ANTHONY F. BELFAST, A REGISTERED CIVIL ENGINEER IN THE I, V. DAKSHANA MURTHY, PH.D., A REGISTERED CIVIL ENGINEER PORTION OF LOTS 1 & 2, SECTION 8, T 13 S, R 3.W, SBM; AND OWNER /PERMITTEE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN PORTION OF LOT 16 OF MAP NO. 848, p g9; OF APPLIED SOIL MECHANICS, HAVE REVIEWED THESE GRADING PLANS THEFIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A D ANIEL H. WIEGAND EXP. 5/31/lI AND_CERTI FY.. THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN NOTE: THE CORROSION ENGINEERING REPORT, DATED 3.21.89 Q AS BUILT P.O. BOX 515 REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE BY PS.G.WATERS' CONSULTANTS IS PART OF THESE PLANS ENCINITAS, CA 92024 I` PLANS AND SPECIFICATIONS. DATES 12/22/88 AND 1/12/87. ONE COMPLETE COPY OF THE SOILS AND SHALL BE INCORPORATED HEREIN. REFER TO REPORT (619) 944 -3876 � REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS FOR INSTALLATION DETAILS AND SPECIFICATIONS. M_ S ITE SAN DIEGO SOILS ENGINEERING, INC. BEEN SUBMITTED TO THE OFFICE OF THE CIT I C F /�1C1/�11TA� �� +f e��� O SIGNED, SANTA FE T A'tl�, �- I A6" 31 ,19I WATER MAIN EXTENTION NO.157 laV . IL NC. - 0' ONY F. BE I& �'� 'yam G � / WAYN ASCO, RCE 29577, DATE AN � EXP3 - 31 - 91 PRIVATE CONTRACT R7 g110� N0 .130403 - 43 -a SIGNED: RICE N0.: C 040333 CWT` { V. DAKSHANA MURTHY, PH. D,1 PASCO ENGINEERING PERMITS SM CITY OF ENC /N/TAS N NN EXP. DATE: MARCH 31, 1991 RCE NO.: 38331 (6u) 2 59 -0 212 -WATER COURSE PERMIT WP -045 DEPARTMENT OFPUBLICWORKS SH TS I o. * * 335 NO. HIGHWAY 101 GRADING PLAN NO. __ L LOT 5 ONLY SUITE A SOLANA NEACH, !2073 EXP. DATE: S1Ann2 3O, lcl ct Z /Vll �� SPECIAL USE PERMIT NO. 93 G LOTS 1 & 2 PLAINS FOR TX/E /MPROI�EMENT OF. si t LONE JACK ROAD 57X 43+'06.13 rO 51 +37.21 t� OF CALIF N C�E'lI /r1f J / /� �o\m f � TENTATIVE MAP NO. BB- I /5-TM AND PR/Y,4TE OR/VE L / FIRE AGENCY SEWER AGENCY WATER AGENCY CITY APPROVED CHANGES BENCH MARK ENChWAS TRACT NO. M -1 /5 _ TM ENCIN /T,45 F /RE PROTECT /ONAGENCY CARDIFF SAN /TAT /ON D /STRICT OLIVENHAIN MUNICIPAL WATER DISTRICT cAtIFORN/AmoRO /NArE /NDEx326 -1701 N o. Omo ptpon Approved Dv Data OESUIVTION: OC 0073- CH /SELEO SQ. TOP NDWL. MARKED W/rH I) �&• WATER WORKS APPROVAL 1 REVISE SEWER Q/\W 7aS -halo E ROBERT WARREN Z APPROVED BY: STEEL FENCE FnST. ���� N a _'` BOYLE ENGINEERING CORPORATION 2 REVISE SEWER 1 !0.890 e �— 601) LOCATION: S.W. COR. /NT. EL CAM /lYO AEL A+ORTE d RNO.SANTA FE CITY ENGINEER R 14 DA all APPROVED BY: � APPROVED EY:.� AMdh�TA � `_ — DISTRICTS CONSULTING ENGINEER Q � 3/'N /�I ?D.23WAANCHO.SINTAFERD. j.Go'S.ELCAmmDaAyoyTE E W VICINITY MAP DISTRICT MANAGER 3 AS BUILT .r,.«.1~k:WAHYEMS cns�wo�. ?' . 2 0-8 7 RECORD E ROM: SAN 0YEGO CO.. PERT /CAL CONTROL DATUM // NOT TOSCALE DATE: I s DATE: SD -001- 428-01 ELEVATION: 11.9476 DATUM: US.G.S /_`G°` A. ",Wdew: 8 8 ✓AL /D 2 YEARS F ROAf OATS CE 15325 DATE JOB NO. EXO 31 91 " c. [ 29 77 W FILE MO. PE 202 PC 2050 CS 064 GENERAL NOTES WATER NOTES: S E W E R N O T E S YLORK TO BE DONE 1 WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DECEMBER, 1987 STANDARDS OF THE OLIVENHAIN MUNICIPAL "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE,STANDARD SPECIFI- 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE CATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. STANDRAD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2, THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." STREETS AND STANDARD REFERENCE DRAWINGS. OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S - UNLESS OTHERWISE LEGEND SHOWN. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW 2. PIPE AND BEDDING CONDITIONS. ITEM STD. DWG. S YMBOL PROJECT BOUNDARY. CENTER LINE FINISH GRADE OF STREET. 4. ALL UNDERGROUND UTILITIES A) ALL PIPES SHALL HAVE 4" MINIMUM OF 3/4" CRUSHED ROCK LOT LINES ............................. ...... LITIES WITHIN THE STREET RIGHT -OF -WAY 4. INSTALL A MINIMUM 1 - INCH WATER SERVICE TO EACH LOT. " " " " ' SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO METER TO BE LOCATED 5 FEET FROM A SIDE LOT LINE. A BENEATH THE PIPE. CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 3/4 - INCH HIGH LETTER ' SHALL BE CHISELED IN TOP OF (B) P.V.C. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF SUBDIVISION BOUNDARY .. ............................... EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE EASEMENT LINES .............. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND SERVICE CROSSING. 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ....................................... FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. PAVING OF STREETS ..... ............................... O THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH ARE NO OTHER EXISTING FACIL!TIES EXCEPT AS SHOWN ON THESE POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN LIEU OF A OF PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE CURB 6 GUTTER - ROLLED .. ...........G- 4 *............... SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT HIGH OR LOW POINTS. USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. SHOWN ON THESE PLANS. 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER TYPE "S" A.C. DIKE (,SEE AET,UL, S#T. ) ............... 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL BE USED CONCRETE DRIVEWAYS ............... G- 14 *............... TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. `1 EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND TWO WEEKS MINIMUM IN ADVANCE OF•ANY SHUTDOWN. STREET SURVEY MONUMENT ........... M- 10 * ............... O FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL POURED IN PLACE MANHOLE BASES SHALL BE FINISHED OOMP�ETg AT STREET NAME SIGN ( OS 1�� .............................. ACTUAL LOCATION OF EXISTING FACILITIES. ARRANGEMENTS FOR HIGHLINING TEMPORARY SERVICES, ETC., TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE STOP SIGN CH- 1),NOTA TNff"NJTREET,S/6N(N 53) ,.4#0 OTHERS.... 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC PRIOR TO SHUTDOWNS. WITH 8 -INCH COLLECTOR SYSTEMS ' WITH INSPECTOR'S APPROVAL. COMPANY PRIOR TO STARTING 'WORK NEAR COMPANY FACILITIES AND 8. LINE VALVES, WHERE REQUIRED, AT STREET INTERSECTIONS 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 EXIST. EDGE OF PAVEMENT .............................. SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. SHALL BE LOCATED ON THE PROLONGATION OF THE STREET AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO RIGHT -OF -WAY WHENEVER POSSIBLE. EQUESTRIAN TRAIL ...... ............................... MANHOLE. _ NOTICE ALL ELECTRICAL AND GA3 SERVICES WITHIN THIS PROJECT ARE " UNDERGROUND INSTA'- LATIONS ". FOR 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. **WATER SAMPLE POINT .......................... LOCATION OF ELECTRICAL CABLES ANn GAS PIPING DISTRICT, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY S -10, TYPE A. 8'PVC -200 AND APPURTENANCES, CONTACT SAN Z EGO GAS 6 THE FIRE DISTRICT. **P.V.C. OR C.M.L. & C.STEEL WATER MAIN ............ ELECTRIC COMPANY, TEL.: 800 - 422 -4133 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH S-8• 200 * *WATER SERVICE CONNECTIONS........ ' 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH MINIMUM COVER. 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, H F .H. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR,. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS *FIRE HYDRANT ASSEMBLY............ ..... SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. TO CONSTRUCTION. SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE FOR BLUE PAVEMENT F.H. MARKERS ....... M- 19 * ............... o PUBLIC USE. NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT **GATE VALVE ASSEMBLY ............. _ 8' V BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR 11. ALL EXISTING FACILITIES WHICH-MAY AFFECT FINAL..DESIGN, 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE I.E., LINE CROSSING, LINE PARALLELING, OR PROPOSED C CONNECTIONS SHALL BE FIELD VERIFIED ALL EXISITING OR DISTRICT ENGINEER IN WRITING PRIOR THE ACCEPTANCE FOR PUBLIC **CATHODIC PROTECTION STATION _ CT _ LOCATIONS OF CABLES. AND APPURTENANCES, . B CONTACT THE PACIFIC TELEPHONE COMPANY, TEL.: 800 -42g -4133 PROPOSED UTILITY CROSSING, OR UTILITIES WITHIN 10 FEET USE. OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS **2" MANUAL AIR RELEASE ASSEMBLY... ............ . 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO INSTALLATION. CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED * *B• PDX.- B" P.QX.- FLANGE TEE W/ FLANGE VALVE 12. ALL WATER SERVICES FOR IRRIGATION, AND COMMERCIAL OR. " IONS, IF NEEDED. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION _ INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW +If�lt12" X 8" REDUCER ................. ............ � A THE COST OF RELOCATIONS, ♦- APPURTENANCES, CONTACT T.M. CABISION, PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE FOR INSPECTION OF PROJECT. EXIST. SEWER MAIN INSTALLATIONS ". FOR LOCATION OF CABLES AND .................................... TEL.: 438-3893 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY DEPARTMENT WITH THE .PROCEDURES IN THE STANDARD SPECIFICATIONS. P.V.C. SEWER MAIN ................ S- 4 *................ S • THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED OF PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING CITY it. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) RIGHTS -OF -WAY. CONCRETE SEWER MANHOLE ........... S- 1 * ................ �0�r�� SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL OR WITBUTTERFLY VALVES SHALL BE DRIP - 13. "AS BUILT" DRAWINGS' MUST BE SUBMITTED PRIOR TO FINAL SO SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, AND APPURTENANCES. OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. TIGHT AT 200 PSI MINIMUM. ACCEPTANCE OF WORK. SEWER CLEAN OUT ................... 5- 3 *................ 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE CONCRETE ENCASEMENT .............. S- 7 * ................ T- 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR RELOCATED OUTSIDE THE AREAS TO BE PAVED. INSTALLATION OF VALVES. A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE SEWER LATERAL ......... ...........S- 13 *............... WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE CAP .453ENQLY. 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS --------- ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. DISPLACED IN SO DOING, THAT MAY PROVE DEFECTI " " " " " " " " " " " " " " " " " REQUIRED BY THE STANDARD SPECIFICATIONS IS TO' BE DEFECTIVE IN AND /OR MATERIAL WITHIN THE ONE YEAR PERIOD FROM ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH REINFORCED CONCRETE PIPE .........0- 80 * .............. THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE THE DISTRICT'S INSPECTOR. OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT �� EXCEPTED. TYPE "B -1" CURB INLET. ...........D- 2 * ............... 15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFI- STRAIGHT HEADWALL, TYPE "A . ........ D- 30 * ............... CATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND RIP RAP ENERGY DISSIPATOR ........ D- 40 * ............... IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. BROW DITCH ....................... D- 75 *............... 16. FINAL ACCEPTANCE OF SEWER LINES MAY BE SUBJECT TO INTERNAL CUT /FILL SLOPES (2:1 MAX ) ....................... ..... TELEVISION INSPECTION. IT WILL BE THE PERMITTEE'S _ RESPONSIBILITY TO PAY FOR THE COST OF THIS WORK. DAYLIGHT LINE ......... ............................... FINISH CONTOURS ........... ...........................� EXIST. CONTOURS ....... ............................... x( /90) - - SPOT ELEVATIONS ....... ............................... /5 HIGH POINT ............ ............................... / FLOWLINE ELEVATION .... ............................... _ 15 • 100 YEAR INNUNDATION (� SOT NUMBERS ........... ............................... T C 0/ o �gOFESS/p DIRECTION OF DRAINAGE . ............................... - 1' THICK l y��r �E A. �'� �^� ( RAIL ... M7fB*- CAL7 ,477C -IeZ A77 -O THRU6 ��- ePj� °p 3 0 3: � 1' THICK No. 29577 SAN DIEGO REGIONAL STANDARD DRAWINGS 2 s /31/�l � f INVERT ,r } '/ J'I� �+1V1` � f ** OL I VENHA I N M U N I C I P A L WATER D I S T R I C T STANDARD SPEC'S AND/OR DRAWINGS W �pF c���FOa PRIVATE CONTRACT W PASCO ENGINEERING �- = A AS BU I LT SH E CITY OF ENC USUC =S 5' BELOW % 636 NO. HIONWA•101 2 DEPARTMENT of PUBLIC WpRKS 1 . . INS ERr SOLANA 91 `A' ° ' RICANS FOR TJIiIE (AfAWYENENT OF: C O I 8 WAYNE / SCO DETAIL OF ROCK SLOPE PROTECTION, FROM 57.4.43+85 T050.a5 YN �� RICE , RICE 29577, EXP. 3- 31 -91, DATE w CIN /TAS TRACT N0. 88- ff5 -TM N CITY APPROVED CHANGES BENCH MARK b ui LONE JACK ROAD A O�et %op Dow l DESCRIPTION oN 0073- CH /SELEO Sq. TOP NDWL. MARKED WITH A P ED ROBERT WARREN = N NO SCALE 2 2 REVISE RIP RAP DETAIL RA1W LO•d - STEEL FENCE R7ST .� a , " " � Q AS BUILT �E� 1,IIII LOCATION, S.WCOR. /NT.ECCAM/NO06LNORTE6 ANOSANTAFE CITY EN IN E RC % 214 DATE y " A 23 "N. RANCHO S4A/TA FE RD. 4 GO'S. £L CAM /M9 DEL A19R71� � 29 t..�......� .«�: WA E FIMSLI7 c�.�r w: W Z RECORD f Rom. JAN QIEGOCO. PERT /C .4L CONTROL MTUM �p 82c�IR =W ELEVATION. f19.476 DATUM. US'61' M, «M 4o' Cd EXRj 3Ml it c E 29 77 A = W dr FILE N0. PE 202 PC 2.050 CS 064 GENERAL NOTES GRADING EROSION CONTROL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY �!i�6AN0 WORK IS REQUIRED, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE CONTACT BRUCE _____ _,�qp -3/46 DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS ANC AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AT _ _______(PHONE NO.) THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE AVAILABLE AT ALL TIMES DURING THE RAINY CITY, ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF NECESSARY MATERIALS SHALL BE STOCKPILED ON SEASON. ALL GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 2. THE SOILS REPORT TITLED "GEOLOGIC AND SOILS ENGINEERING TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT TEMPORARY DEVICES WHEN RAIN IS IMMINENT. INVESTIGATION FOR 25t ACRE HILLSIDE PARCEL ON LONE JACK IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE ROAD, ENCINITAS, CALIFORNIA" PREPARED BY SANTA FE SOILS, CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE INC. DATED JANUARY 12, 1987, SHALL BE CONSIDERED AS A SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 3 • DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ARE SUITABLE FOR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS INSPECTOR. CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY URADE ALL EXCAVATED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID AFTER EACH RUN -OFF PRODUCING RAINFALL. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO CONJUNCTION WITH IMPROVEMENT PLANS. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE INSTALLED. WHICH MAY ARISE. GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR 'FROM THE CONDITION. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. A LICENSED LAND SURVEYOR. ACCORDANCE WITH SPECIFICATIONS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 4 • CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 'TO F'INISH PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE RAINFALL. ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN STRAW INSTALLED IN ACCORDANCE WITH SECTION 36.023 OF THE NOTIFICATIONS ACCORDANCE WITH THE GRADING ORDINANCE. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF • 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT OF CONSERVATION. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF AND STRUCTURES SHOWN ON THESE PLANS WERE CBTAINED BY A THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF PLANS, HOWEVER: DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND THE CONTRACTOR IS REQUIRED TO TAKE DUE PRFCAUTIOVhPY CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING i RESPONSIBILITY TO CONTACT THE FOLLOWING -OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, LANDSCAPING FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL A. SEWERS - 694 -3273 CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND B. GAS & ELECTRIC - 800- 422 -4133 ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL C. WATER - 763 -6466 SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION D. TELEPHONE - 800 - 422 -4133 OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. E. CABLE TV - 436 -3693 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 944 -5070 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (619) 944 -6070. AL'_ WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. QROFESSlO NE A. 10 9 s ��^\ � �m No. 29577 - EXP. 3 /31 /a/ ♦L ` q CIV1kv OF CAl1f�� PRIVATE CONTRACT Q AS BU I LT PASCO ENGINEERING H C /TY 0FE1VC 11V 1T45 ' (s») 259 -@212 DEPARTMENT OF P NUN WORKS f►IEETf I �� ` !! 636 NO. HIGHWAY qI / ,y�� / SUITE A Pt4A/5 rtV 774of /M H PROVEEA7T OF: A // 0 � 3 1 9/ >buNA GEACN. G 92075 WAYNE ASCO 9 GATE EXP 3-31-9-9 1 EAfamTAs r 88 -»5-rAf EXP. 3 C fTY APPIP OVE0 CHANGES BENCH MARK N.. DRrg by Dow 1 AS BUILT M /�� ���/ DEtCI11IT10N: OC 00 73 CHISELED 30. TOP HDNL. MARKED D: wA REN �+ Jl W/TH STEEL FENCE POST TA LOCATION: S/✓ COR /NT CLC,4VA1D DEL AWTE d R/10 9.4A/TA FE CITY EN INEER RCE 29814 DATE H RD 23'A/ RAAe'HOJ.WT.OFERD df 80'S ELCA�I/AL0 D64 NOVQTE 44 ENGINE R OF WORK CHECKED BY N" Z RECORD FROM: SAHD/ECO CO. 1/ERT /CAL COW Ma g4TUM NAYNE R►scO W W ELEVATION: 119.476 DATUM: (/ 5. G. S. Ct� � � APPEAL DATE 8281 R = EXP 331 -91 RCE 29577 = - W d P C NO. 50202 CS 064 I m 1. 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NU. 29577 � QgTg r'455E f 4A/S W/TH /N EXISTIAJG RIGHT - OP - WAY W/Ti i GO DGYS Apr" /S![ARIAJC3E OP r) E CGWSTQC/CT /OAJ f�L,QM/TGA/D Q A� // SHEET CITY OF ENC /N /TAS 9 AG /AJEEQ OP WOBC ® TO AUQSUE SUCH WI01[K ACT /VEL Y ON/ A/OQMAL WOQA: /AJG Day o � e a •, .4 � `- PASCO ENGINEERING UA/T/L COMPLETED, /CRESPCCT /VE AA/D /AJOEPCNpENT Of <LtIY 1 =59 -0 _ 1 � DEPARTMENT OF PUBLIC WORKS SHEETS W OT,/E2 WOQA! AS90C /4TE0 W /TH Tr/ /S P20lJECT OQ UAJDE2 MY 1(�r \CJ� 535140. HIGHWAY 101 SUM A QEV /EWED R�Q COA/FORMAA/ W/TH PQ /VOTE STQEETS CouraoL . P LANS F OR TJVE /MP�POi�EMENT OF: STAN D9: n '.o o ►e, OwAJE2 - C/ A/G / WlEGAND STREET A/ECL, R.C.E . E i 40 Po.SOX srs, /N /7A cA 92ot4 o° o °o6 P�2tV,4TE DRIVE VE C ITY APPROVED CHANGES 43SE55OQ5 ® ( ( I T No. olic"P " �' • ° BENCH MARK l44RCEL. + B64 - .?WO - 04 AS B V I L..� .on Aoorovw by Date ENC1tV1rA$ 7 w-115-TM � PLAN DETAIL l � B 1Q REVISE SEWER 5 ;� DESCRIPTION OC 0073- CH/SECEO So TOP NDWL. MWRWE - 0 W /TN ch `SCALE: 1'/ =40' N O SCALE 2Q REVISE DRIVEWAY QhW lo-BOW LocA� FE14 1OR /NT. EL �CFRPP'cATroM AT kR or 7104 stet. N LOCATIO CAM /NO DEL NORTE A RNO. SANTA FE _y O GJ aA�,� ® �pc♦ �/!(/91 �3 REVISE GUARD RAIL *Il�jj �}(� �S(LL(�p . RANCHO ,S4NTA FE,PD 4 ao'S EL CAANAo D& NORJE ` i1 �; W E ChockedL ca WAYNE SCO E 29577 ATE a AS BUILT S/�,� RECORD ER0M. DIEGO LV. YERT /CAL CONTROL MTUM Q'�,,J� E 3 -31 -91 /C ELEVATION: 119476 U. S.C. S. � �J DATUM. EXP. 331 R. c. IF 295 P NO. PE 2162 2050 CS 064 ' i r ♦ I TT ' 1 - _ r r f I 1 r r 1 r r r r r : _.. _._ __. _ _. ♦ ♦ ♦ :._ - -_; , - _ -__.y a _ _ _ ' _ • 1_ I _ 1 1 i 1 I , 1 I 1 r -- - -�- - } }, I f F - I I I r r I r ♦ I " ' 1 ♦ t T 1 4 ' I I � I r _.- f f1 i I I f t , A _ t - - r } I i r r t f f t _ ; I 1 I' ' -_ f _� t t 1 r r LL 1 - _ i t i _ -- : : : �� y �..oy r --- r I , - _ r t I+ --tom 1 � t 1 - -_.__ : 4 ♦ :. ;. , , i _ I :. _ —ice f 1 i l - - - - - - } r� t ; , r ! } 1 i �* , _ 1 -'�± 1 ,t - - I SHE 7 - t--i- : I N I Qi r — _ -: ♦ n , r , r r I I 1 " ♦ i , 1 I C. I f r 1 130 r t � I - - - rr ._ } t I r ; l I 1 + r I - l S 1Z. >� 40_ r _: rr 1 l_ I I 1 n - - } - - - - i_ 1 r r � , I I I r r i I r- ) -- - - - - - - 1 I t t _ - 1 - —� — -� - - 1 r , ♦ r I - 48 47 46 45 44 43 42 41 40 39 so U Q ? � IV1V'1 Q LL ♦y NO Q OR BEAL © A//5.49'220.06' ® :l/ 9'22' 261.00' i d" /6 10/.75' m © A/3000S37.70' k 3 ' l/9'22'/08.92' F ® d- 8014'1 82.10' O CONST. TYPE - A 0 INLET � A/ /- 08'08!.14' Y� V H IB CN 993 PIPE maimal _ W - -� �c —� W -� EX /g� 24 � � /_61r/Sr 2k2 Ilk TEBL/4�_ k aej �p1 ` "W47" M4/A/ 40+43.52 a —� 44 4 41 0 3 45 S« 4 M.M-14.02 2 W W .„ W ow �+ q6 00 « \V r fX / IVWC., r6&IA16 VI — — joo LONE JACK ROAD o E7 4 N Qs sNE zIW� 0 -4 1 Z -_)O �m \ 1 Q I W 1 I PASCO ENGINEERING (619) 359 -8312 I Il QROFESSva^ 535 NO. HIGHWAY 101 ''nn SUITE A �O SOLANA BEACH, CA 92075 V A. p9 F� Z SHEET NO 5 PLAN W �� so w s 1e =40' No.29577 PRIVATE CONTRACT Z SHEET CiVI� 6 CITY OF ENCINITAS sHE�Ers Z N w OF CALFF� PLANS FOR THE IMPROVEMENT OF: O N 00 SEWER MAIN aN 8 AS BUILT Oe¢npuon A M SEWER AGENCY CITY APPROVED CHANGES BENCH MARK CARDIFF S W ANITATI DISTRICT A pproved Date ENCINITAS TRACT 40.88- 115 -T No. DESCRIPT10N: 000 073 - CHISCLCO .7bPHOWL.H b � = 1Q REVIS SEWER XAW - * - lo pm _ ' I PWAKE R15T. 06-r...-- APPROVED BY 10✓1�!/ al'1 REVISE SEWER RAW la LOCATION. S.WCVe./AITELCYIMIAA0QC4. TE44 S4UT4�LD gf-l NO 9 : VlJ QJNVIM— <l�"�p AM2TC Lc = W E PASCO Cn.ck.e W As BU ILT ;t/o - /i- fi eAQ Wtl7F Fj` QD a 60'S CgM/W / p / y��� j RECORD FROM: %5aAlQA= CO. V6ZT /CdL Cd(17e0C. 04 n&l p N 8281 R Z `a' WAYNE SCO RCE 29577 DATE DATE LO - ZO In AMrova1 dow EXT. 3 -31 -91 ADD STORM DRAIN• xt �� i ELEVATION: 119.476 DATUM U.S.G.S. C E 29577 c Z W � FILE N0. PE 202 PC 2050 CS 064