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2012-11271 I (Plans)GENERAL NOTES GENERAL NOTES CONTINUED.. LEUCADIA WASTEWATER DISTRICT (LWD) NOTES LWD NOTES CONTINUED... A p N % 255- 222 -46 & 47 OWNER/PE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 23. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SERVICE BY CHISELING THE LETTERS 'S" AND "W, RESPECTIVELY, 2 INCHES HIGH PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER CITYMARK OLIVENHAIN LLC STREET RIGHT -OF -WAY. INTO THE FACE OF THE CURB. THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER SITE ADDRESS A CALIFORNIA LIMITED LIABILITY COMPANY AFTER CONSTRUCTION. UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD 1745 OLIVENHAIN ROAD 3B1B PARK BLVD. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY 24. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. ENCINITAS CA 92007 SAN DIEGO, CA 92103 OF ENCINITAS PUBLIC ROAD STANDARDS. LOCATION APPROVED BY THE INSPECTOR. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE (619) 231 -1161 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE 26.ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE CONSTRUCTION. (PUBLIC) 25. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD CONSTRUCTION (GREENSOOK) AND THE REGIONAL STANDARD DRAWINGS, THE PLANS. WORK TO BE DONE 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND STANDARDS GOVERN. 27.A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PROJECT BOUNDARY. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). LATERAL LOCATION BY THE CONTRACTOR. PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 26. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 28.A 10 GAGE SHIELDED COPPER WIPE SHALL BE BURIED OVER EACH LATERAL STREETS AND STANDARDS REFERENCE DRAWINGS. SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO STANDARDS AND AS APPROVED BY THE CITY ENGINEER. 'R" VALUE TESTS SHALL BE THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO S.D.C. = SAN DIEGO COUNTY CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. REQUIRED PRIOR TO CONSTRUCTION. (PRIVATE) 4• THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE S.D.W.D. = SAN DIEGUITO WATER DISTRICT DOCUMENTS ON THE JOBSITE AT ALL TIMES. PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG S.D.P. = SAN DIEGO PRECAST 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE GF.NFRAT. POTABLE WATER SYSTEM NOTES REQUIRED FOR S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS FACILITIES SHOWN R THESE PLANS WERE OBTAINED BY A SEARCH Q 5• THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF L.W.D. = LEUCADIA WASTEWATER DISTRICT OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. SUBDIVISIONIlI�ROVEMENTPLANS (OMWD} YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL CONNECTION. O.M.W.D. = OLIVENHAIN MUNICIPAL WATER DISTRICT THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN WITHOUT EXPENSE WHATSOEVER TO LWD JOINTS, LINING, AND COATING. THE PIPE SHALL BE BEDDED TO PROVIDE SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL LEGEND: SHOWN ON THESE PLANS. FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. BE PROTECTED AGAINST FLOTATION AT ALL TIMES, OPEN ENDS OF PIPE AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE THE 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB OR COMPLETENESS OF THE SEWER QUANTITIES. CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SITE AT ALL TIMES. 30-PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED ITEM & STD. DWG. SIDS SYMBOL QTY EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. BY THE PIPE MFGR, FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO INSTALL 8" SEWER MAIN S 233 LF REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. B. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER ACTUAL LOCATION OF EXISTING FACILITIES. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. CONSTRUCT SEWER MANHOLE LWD S -3 ® 4 EA THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT LWD STANDARD SPEC SURVEY REQUIREMENTS. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM 32.ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. INSTAL 4" SEWER LATERAL LWD 5 -17, 5 -25 �S 11 EA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A AND SHALL COORDINATE HIS WORK WITH COMPANY IN ADVANCE OF ANY SHUTDOWN. LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE INSTALL 6" WATER MAIN PVC CL -150 W 168 LF REPRESENTATIVES. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. NOTICE.' ALL ELECTRIC AND GAS SERVICES WITHIN TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED INSTALL 1" WATER SERVICE OMWD B -1.1 -o W 11 EA THIS PROJECT ARE UNDERGROUND MONDAY OR FRIDAY. FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AT TIME OF PLCEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE & 3/4" METER INSTALLATIONS ". FOR LOCATION OF AGENCIES. ADAPTORS SHALL, BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING UTILITY TRENCH RESURFACING ELECTRICAL CABLES AND GAS PIPING AND 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE APPURTENANCES, CALL S.D.G.& E. EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY PLACEMENT. PRECAST MANHOLE BASED ARE ACCEPTABLE FOR USE WITH B" - - TELEPHONE: 1 800 422 -4133 (DIG ALERT) THE DISTRICT PRIOR TO CONSTRUCTION. SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE SEWERS WITH DISTRICT ENGINEER APPROVAL. TRENCHING & BACKFILL LWD 5 -11 & DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE OMWD E -2.1 B. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL EXISTING RIGHT -OF -WAY STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACES WITHIN THE FULL SUBDIVISION BOUNDARY - HIS WORK WITH COMPANY REPRESENTATIVES. TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., NOTICE.' ALL TELEPHONE SERVICES WITHIN THIS 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS OR APPROVED EQUAL. LOT LINE PROJECT BOUNDARY ARE "UNDERGROUND UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, INSTALLATIONS ". FOR LOCATION OF BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER EXISTING RIGHT -OF -WAY CENTERLINE - - CABLES AND APPURTENANCES CONTACT PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 600- 227 -2600) A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT T BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE PACIFIC BELL. MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. AFTER BACKFILL. EXISTING EDGE OF PAVEMENT TELEPHONE. 1 800 422 -4133 (DIG ALERT) 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR EXISTING SEWER MAIN S ` 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR 9. THE CONTRACTOR SHALL NOTIFY OLIVENHAIN MUNICIPAL WATER DISTRICT CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE EXISTING WATER MAIN w PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL VERIFIED BEFORE ANY CONSTRUCTION BEGINS. AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. ZONE MATERIAL LOCATED IN NET OR AREAS SUSPECTED TO BE WET IN PCC CURB & GUTTER SDRSD G -2 & G -4 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE 38• ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL NOTICE. ALL WATER SERVICES WITHIN THIS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL GEDTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 5" PCC SIDEWALK SDRSD G -7 PROJECT BOUNDARY ARE "UNDERGROUND PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING INSTALLATIONS ". FOR LOCATION OF PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER WATER MAINS AND LATERALS CONTACT 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP SHALL NOT BE ALLOWED. PER LWD STANDARD DRAWING S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR 4" AC PAVING ,•u OLIVENHAIN MUNICIPAL WATER DISTRICT. OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. PIPE 18- INCHES AND LARGER PER LWD STANDARD DRAWING S -4. DRY UTILITY (FOR REFERENCE ONLY) E TELEPHONE: 1 800 422 -4133 (DIG ALERT) 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE 40. ALL MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A STREET LIGHT (FOR REFERENCE ONLY) 10. THE CONTRACTOR SHALL NOTIFY LEUCADIA WASTEWATER DISTRICT 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500 -2 OF THE GREENBOOK PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COUPLINGS WITH 4 ° MAXIMUM DEFLECTION PER COUPLING (2 ° PER JOINT). NO BENDING KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN FOR: EDGE TRANSFORMER (FOR REFERENCE ONLY) COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. (CURVING) OF PIPE SHALL BE PERMITTED. ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY a) ALL NEW MANHOLES NOTICE: ALL WATER SERVICES WITHIN THIS 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS MEASURES TO PROTECTO THE UTILITIES SHOWN ON THE PLANS AND b) ALL EXISTING MANHOLES WITH NEW CONSTRUCTION INSTALL 2" BLOWOFF ASSEMBLY PROJECT BOUNDARY ARE "UNDERGROUND AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. c) ALL EXISTING LINED MANHOLES THAT REQUIRE NEW CONCRETE RISER RINGS INSTALL 2" MANUAL AIR RELEASE ASSEMBLY 0 INSTALLATIONS ". FOR LOCATION OF BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 REQUIRED FOR SEWER MAINS AND LATERALS CONTACT BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL REPRESENTATION OF THE ACCURACY OF THE LOCATION OF. OR THE DEPTH OF COVER OVER 15'. LEUCADIA WASTEWATER DISTRICT. AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS AS EXISTENCE OR NON- EXISTENCE OF ANY UNDERGROUND UTILITY, STATEMENT OFENGEVEER OF WORK TELEPHONE: 1 800 422 -4133 (DIG ALERT) APPROVED BY THE DISTRICT'S REPRESENTATIVE. PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY TIME NOT TO EXCEED ONE YEAAR FROM APPROVAL DATE TO START OF WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER S TRADE OR 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5- 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE CONSTRUCTION, THE DEVELOPER SHALL RESUBMIT THE PLANCHECK TO THE DISTRICT CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE POTHOLED PRIOR TO TRENCHING. ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS IF NEEDED. CROSSINGS. THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS 12. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED T0, DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE APPURTENANCES CONTACT. TELEPHONE. 1- 800 - 422 -4133 DISTRICTS PRIOR WRITTEN CONSENT. TRENCH SAFETY AND CONFINED SPACE ENTRY. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR DRAWINGS THE CONTRACTOR SHALL CONNECT EXISTING MANHOLE STRUCTURES AND THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND 13. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS CONSTRUCT NEW FLOW - THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMODATE HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY SHOWN ON THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS THE NEW SEWER LINES AS REQURED. SMOOTH TRANSITIONS SHALL BE INSTALLED DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE FROM THE INVERTS OF THE NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION SUCH AGE C� AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN FITTINGS SHALL BE CONNECTED TO THE CORE DRILLE DHOLE BY LINK -SEAL, OR ENCINITAS. DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE QPpFESSj ®�. OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO FOOT OF THE MANHOLE BASE, JACK HAMMERING SHALL NOT BE ALLOWED. BY:� I l l Qt�O p� 3USTIN S ( F 14. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 17. LINE .VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT CENTER OF MANHOLE. RELOCATED OUTSIDE THE AREAS TO BE PAVED. , W. JUST SUTTER DATE h� ti G� ��, THE TEE WHENEVER POSSIBLE. OWNER SCERTIFICATE RCE No. P8964 � '� ' 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD No. 68964 15. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE cm a 9 m CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. PASCO LARET SUITER & ASSOCIATES w m THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS 535 N. HIGHWAY 101, SUITE A EXp. 12/31/13 E R CONTRACTOR IS RESPONSIBLE SPECIFIED BY THE FIRE DISTRICT. 20. SIBLE FO KEEPING COMPLETE RECORD OF IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED 16. ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE SOLANA BEACH CA, 92075 REFLECTIVE FACE OR EQUIVALENT. CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS sT CIV1� 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR PLSA 1873F q 17. CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE PROPER COMPLETION OF THE IMPROVEMENTS. OF CM-IF A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 CHANGE. HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) 21• LENGTHS OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE 18. ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. (CLOSED) AND APPURTENANCES. WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL ABBREVIATIONS, HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK 22• THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, C &G CURB & GUTTER SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- DE DEAD END 19. ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. /�< �/� EL ELEVATION NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. EX EXISTING 23.A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED CITYMARK OLIVENHAIN LLC DATE FH FIRE HYDRANT 20. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. A CALIFORNIA LIMITED LIABILITY COMPANY FS FINISHED SURFACE WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION RICHARD GUSTAFSON, MANAGER GP GRADING PLAN ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE IE INVERT ELEVATION Q APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR AND ELEVATION OF PIPES AND APPURTENANCES. 24. SEPARATION OF SEWER /WATER ABD SEWER /RECLAIMED WATER SHALL 3818 PARK BLVD. HEALTH WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE SAN DIEGO, 92103 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER HEALTH DEPT REGULATIONS. (619) 231 -11616 1 LT LEFT CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) MH MAN HOLE 21. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE MOD. MODIFIED AMARGOSA DR. - ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED NO. NUMBER BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN PED PEDESTRIAN �' WILLOWHAVEN RD. -qg THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. WOAnITAS PARKS 4WREATIONDFP?' THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER _ -- . PT RIGHT 22. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. SS SANITARY SEWER MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED RE VIE E Q Y; STA. STATION ORCHARD W(H1D RD. SW SIDEWALK 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND R NCHO F ROAD SURVEYOR. APPROVED IN WRITING BY THE DISTRICT. _ TC TOP OF CURB TP TOP OF PIPE 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE DATE ; /D j /L WM WATER METER WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. .N' ENCINITAS FIRE DEPARTMENT OIIVFIqHAM MUNICIPAL WATER DISTRICT LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS G & BUILDING AS BUILT POTABLE WATER SYSTEM APPROVAL APPROVED SEWER SYSTEM: APPROVAL APP 0 ED APPROVED i 0 D WO# 567940 BY:, a+t -- BY: �`/ BY: `i /w�/ ,e?- -- Y ll .l1 �Il l 1Yltir l BY: DATE: tik �® �!?�lm R. .E. DATE: STEVE DEERIN , CE 26514 D TE: DATE: l0 ¢ i DATE: U/4 117-- DATE: (- R' !`f NTS LWD DISTRICT ENGINEER NOTE. SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN TGL TRG er CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. As [3(ztr 7 CITY OF ENCINITAS SURVEY CONTROL POINT No. 1007, "CLSB- 004 ", FD. 2.5" DISK IN PLANS PR PARED UNDER THE SUPERVISION OF RE VI,�E�IWED �/ � PUBLIC IMPROVEMENT PLANS FOR: OMWD MAIN EXTENSION 248 THE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL N/A DATE: L�1j BY' �V 1 i - �.ac�a1.C.� n ®e1� g A *�+ 11271 ®I THE SE QUADRANT OF EL OFF CUR REAL & MASIH MAHER GREG ELDS r 13 L441 E OLIVENHAIN R0. 33 FT OFF CURB & 310 FT R.C.E. N0. 68964 EAST OF INTERSECTION, PER ROS 18416. VERTICAL N/A W. J STIN SUITER DATUM: NAVD88 ELEV.: 84.68' EXP. 12 -31 -13 DATE: II /IS112- DATE: /(• fs fZ APN.' 255 - 222 -46 & 47 CASE NO. 11 -063 TMDB /DR SHEET 1 OF 3 JAActive Jobs \1873 City Mark - Olivenhain \DRAWING \1873 F.pro10 /1 12012 PLSA 1873F 8 ct STA. 1+10.09:26.79- LT unau -el nB # LENGTH CHORD /BEARING Z DELTA OLIVENHAI dTA. 26 +37.83 Qom z'W N47 030'18'W / } 90000,001, J �Lo ® 3 OLIVENHAIN ST A. 26 +30.00 / o - O H Lu -- NOTES. / o �Q-A LL o IIEREONFOR REFERENCE ONLY. 44 °0255" REFER TO SEPARATE DRY UTILITY C3 PLANFOR CONSTRUCTION. N25 02B 51"W r. DATE: d -4 -/y n en =® LINE LENGTH CHORD /BEARING RADIUS DELTA OLIVENHAI dTA. 26 +37.83 47.12' N47 030'18'W / } 90000,001, 46' RT BEG N CURB RETURN / ® 3 OLIVENHAIN ST A. 26 +30.00 / o APPROXIMATELY 100' WEST -- NOTES. / o JOINT TRENCH DRY U7UJM SHOWN o IIEREONFOR REFERENCE ONLY. 44 °0255" REFER TO SEPARATE DRY UTILITY C3 PLANFOR CONSTRUCTION. N25 02B 51"W 36.00' 134 *0255 CONTRACTOR TO FIELD SURVEY C4 (POTHOLE) EXISTING PIPE INVERT N20 *28'14 'E HEVATIONAND SUBMIT SURVEY 134 00255 DATA TO LWD FOR APPROVAL PRIOR �i TO CONNECTION. S AS BUILT R7 DATE: d -4 -/y n en =® It "I" d o1�W m J cu *J •H H PLAN VIEW. PUBLIC PROPOSED 20'; EASEMENT PER DOC REC &_.LLL_4 RIM 126.19 IE IN= 115.74 LOT 6 IE OUT= 115.44 11 ii LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW MAIN DRAWING NO. I N N t+ I I LOT 7 LOT8 IIII� �I M 04 0 JOINT TRENCH PER III- III -III r PER DETAIL IL THIS LSHEET URB SORSD M- 15 % MODIFIED G -4 ROLLED CURB LLu III - � MIN. 4" AC OVER 6" CLASS II BASE OR r� ( PER DETAIL THIS SHEET -�� PER SOILS ENGINEER RECOMMENDATION 6" WATER MAIN 11 B" SEWER MAIN PUBLIC ROAD - TYPICAL SECTION �+ SMH RIM IE MA CL I; �) SEWS l l ° ( IE 1 it IN MIN. 1' NCE BETWEEN AND STORMORAIN ra B" VCP 12.77± F C. 10 ' EASEMENT 279396 RAC. 10 -03 -73 %Ill - F a MA �1 111 SJn+ I 1' 104k* 1 1. I' 1131:1' ' :1' NI : V: J ► Y :�• I'IfiN '1• 0 CURB DATA TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS C1 47.12' N47 030'18'W 30.00' 90000,001, lbw ® ❑ -CIO -- -- Lm+) C2 21.53' 41 28.00 ' 44 °0255" " C3 84.23' N25 02B 51"W 36.00' 134 *0255 " C4 84.23' N20 *28'14 'E 36.00' 134 00255 cd C4 �i o�i S N + R7 " L2 � ❑ -- �m ^n + + m o Lu m + + N/A L+n c� + 2 ie :� i •tm 125.97 �¢ 127.00 h > . �Q N 5 LUpoy 116.39 10.00 FT �co I.. I!�: Q Q 6.0 FT .. `aa ° 4� cn 116.33116.03 6 .y. FQ-�W x Wa 9.20 FT Ln 3H LuW L!1J HH 120.67 2.0% 126.67 6.0 FT 127.90 LOT 3 NO 08 -1622 7 r' 112.77 14.65 FT 5.98 FT 119.04 2.0% 125.04 6.0 FT 126.00 124.70 NO 117.93117.69 8 N/A 111.20 14.96 FT 6.63 FT 118.13 2.0% 124.13 6.0 FT 125.00 124.70 NO 08 -1623 9 2+16.00 123.27 57.83 FT 1.48 FT 125.91 2.0% 130.91 5.0 FT 130.60 138.63 YES -- 10 1+85.00 1 126.22 36.70 FT 1 1.21 FT 128.161 2.0% 133.66 5.5 FT 135.10 138.63 YES 11 1 1 +47.00 1 130.07 28.96 FT 1 2.11 FT 1 132.761 2.0% 136.26 5.5 FT 138.40 It "I" d o1�W m J cu *J •H H PLAN VIEW. PUBLIC PROPOSED 20'; EASEMENT PER DOC REC &_.LLL_4 RIM 126.19 IE IN= 115.74 LOT 6 IE OUT= 115.44 11 ii LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW MAIN DRAWING NO. I N N t+ I I LOT 7 LOT8 IIII� �I M 04 0 JOINT TRENCH PER III- III -III r PER DETAIL IL THIS LSHEET URB SORSD M- 15 % MODIFIED G -4 ROLLED CURB LLu III - � MIN. 4" AC OVER 6" CLASS II BASE OR r� ( PER DETAIL THIS SHEET -�� PER SOILS ENGINEER RECOMMENDATION 6" WATER MAIN 11 B" SEWER MAIN PUBLIC ROAD - TYPICAL SECTION �+ SMH RIM IE MA CL I; �) SEWS l l ° ( IE 1 it IN MIN. 1' NCE BETWEEN AND STORMORAIN ra B" VCP 12.77± F C. 10 ' EASEMENT 279396 RAC. 10 -03 -73 %Ill - F a MA �1 111 SJn+ I 1' 104k* 1 1. I' 1131:1' ' :1' NI : V: J ► Y :�• I'IfiN '1• 0 CURB DATA TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS C1 47.12' N47 030'18'W 30.00' 90000,001, G -2 C&G L1 46.50' NO2 030'18 "W -- -- MOD. G -4 ROLLED C&G C2 21.53' N19 *31'09'E 28.00 ' 44 °0255" " C3 84.23' N25 02B 51"W 36.00' 134 *0255 " C4 84.23' N20 *28'14 'E 36.00' 134 00255 " C5 21.53' N24 '31 '46"W 28.00' 44 *02'55 " L2 46.50' NO2 '30'18 "W -- -- " C6 47.12' N42 -2,9'42'E 30.00 ' 90000,001, G -2 C&G O PUBLIC STREET - CENTERLINE DATA LINE LENGTH BEARING RADIUS DELTA 1 122.50 NO2 °30'18 "W 2 71.75' CaAER DATA LINE LENGTH BEARING REMARKS 1 128.74' N11 057'42 "W B" PVC SDR -35 2 71.75' N2 30'18'W " 3 18.56' N87 29'42'E " 4 15.00' N230'18 "W " WATER DATA LINE I LENGTH I BEARING REMARKS 1 167.50' N2 30'18"W 6" PVC CLASS 150 PER OMWD SPEC 15292 1 -3 -3 -5/8" 9" CONSTRUCTIONNOTES: 1/2" R O1 1" WATER SERVICE WITH DUAL 314" METER PER 2 -1/2" R 1/2" R OMWD B -1.1 v 12" R O SEWER MANHOLE PER LWD S -3 1-04 O3 EXISTING OFFSITE FIRE HYDRANT 24" _� O4 SEWER LATERAL PER LWD S -17 AND S -25 MOD. G-4 ROLLED C&G DETAIL O STANDARD PIPE ZONE 6 TRENCH BACKFILL PER LWD S -11 © CLPB RAMP PER SDRSD G -27A W/ 4X4' LANDING @2.0% MAX N. T. S. O TRENCHING FOR WATER MAIN PER OMWD E -2.1 SEWER LATERAL DATA SEQ. NO. LOT NO. CL STATION IE @ MAIN LENGTH DROP TO MAIN IE @ PL SLOPE FG @ PL DEPTH @ PL PAD EL UPS MH RIM BACKWATER VALVE UPS 1 1 +51.00 129.57 26.29 FT 1.70 FT 131.80 2.0% 137.80 6.0 FT 138.40 138.63 YES IN 2 1+79.50 126.68 21.55 FT 1.44 FT 128.55 2.0% 134.55 6.0 FT 135.10 138.63 YES 08-1620 3 2 +22.00 122.28 32.33 FT 1.94 FT 124.87 2.0% 130.87 6.0 FT 131.30 138.63 YES 115.74115.44 4 N/A 116.49 50.93 FT 2.46 FT 119.97 2.0% 125.97 6.0 FT 127.00 127.97 YES 08 -1621 5 N/A 116.39 10.00 FT 3.35 FT 119.94 2.0% 125.94 6.0 FT 127.00 127.97 YES 116.33116.03 6 N/A 115.83 9.20 FT 4.66 FT 120.67 2.0% 126.67 6.0 FT 127.90 126.14 NO 08 -1622 7 N/A 112.77 14.65 FT 5.98 FT 119.04 2.0% 125.04 6.0 FT 126.00 124.70 NO 117.93117.69 8 N/A 111.20 14.96 FT 6.63 FT 118.13 2.0% 124.13 6.0 FT 125.00 124.70 NO 08 -1623 9 2+16.00 123.27 57.83 FT 1.48 FT 125.91 2.0% 130.91 5.0 FT 130.60 138.63 YES -- 10 1+85.00 1 126.22 36.70 FT 1 1.21 FT 128.161 2.0% 133.66 5.5 FT 135.10 138.63 YES 11 1 1 +47.00 1 130.07 28.96 FT 1 2.11 FT 1 132.761 2.0% 136.26 5.5 FT 138.40 138.63 YES MANHOLE ID NUMBER UPS MH COORDINATES PIPE LENGTH (FEET) PIPE DIA. (IN) PIPE MATERIAL SLOPE ( %) LOCATION OF MANHOLE ADDRESS MH RIM EL. (FEET) UPS MH INVERT EL.(FEET) DOWN MH INVERT EL.(FEET) MH DEPTH (FEET) MANHOLE TYPE NO. OF LINES THROUGH MH COMMENTS UPS DOWN UPSTREAM DOWNSTREAM X Y ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN UPS DOWN 08 -1621 TO 08-1620 6254138.81 1969255.26 15.00 B PVC (SDP-35) 3.4% LOT 6 LWD S -3 APN 255 - 222 -24 N/A 126.19 124.70 115.74115.44 115.00 115.00 10.75 9.70 STD STD 1 I PVC OR POLYLINED 08-1622 TO 08 -1621 6254157.35 1969256.07 18.56 B PVC (SDR -35) 2.0% LOT 5 LWD S -3 LOT 6 LWD S -3 126.14 126.19 116.33116.03 115.74 115.44 10.11 10.75 STO STD I 1 PVC OR POLYLINED 08 -1623 TO 08 -1622 16254154.21 1969327.75 71.75 B PVC (SDR -35) 2.0% LOT 5 LWD S -3 LOT 5 LWD S -3 127.97 126.14 117.93117.69 116.33 116.03 10.28 10.11 STD STD 1 I PVC OR POLYLINED 08-1624 TO 08 -1623 16254127.53 1969453.691 12B.741 8 JPVC (SDP-35) 10.0% PUBLIC ST. LWD S -3 LOT 5 LWD S -3 138.63 127.97 -- 130.43 117.93 117.69 B. - STD STD 1 1 PVC OR POLYLINED O CROSS GUTTER PER SDRSD G -12 0 PCC SIDEWALK PER SDRSD 6-7 10 CONNECT TO EX. 12" PVC WATER MAIN W/ FLANGE COUPLING ADAPTER 6 12xi2x6 TEE (2) 12" FLXFL GATE VALVES (1) 6" FLXPO GATE VALVE 11 ELECTRICAL TRANSFORMER PER SEPARATE SDGE UTILITY PLANS. 2' TRANSITION FROM SDRSD G -2 CURB AND GUTTER TO 12 MODIFIED G -4 ROLLED CURB 13 2" B.O. ASSYMBLEY PER OMWD A -1.3 14 2" MAR PER OMWD A -2.3 15 INSTALL 'ND PARKING" SIGN ®FESSI y @�O � JUSTIys���� � m w -V- No No. 68964 D GRAPHIC SCALE 1 " =20' Exp. 12/31/13 31 ST CIVIC Q 0 20 40 60 q7F A_ 6A`IF�� EXISTING MANHOLE COORDINATES ARE: 6254139.48, 1969240.28 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE LBUCADiA WASTEWATER DIST. - DESIGNE BY DRAWN TRG BY CHECKED BY APPROVALS CITY OF ENCINUAS ENGINEERING DEPARTMENT DRAWING NO. TGL S- LT __ (D'��•1 d CITY OF ENCINITAS SURVEY CONTROL POINT PLANS EPARED UNDER THE SUPERVISION OF REVIEWED PUBLIC IMPROVEMENT PLANS FOR OMWD MAIN EXTENSION 248 NO. 1007, "CLSB- 004", FD. 2.5" DISK IN SEWER SYSTEM: APPROVAL e, - - - - NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1 " =20' DATE : -I Zi 2 8Y:- 'M 11271-1 _ THE BE QUADRANT OF EL CAMINO REAL 6 /0 /j /L MASIH MAH R GR G S LDS PRIlI�IROSE OLIVENHAIN RD. 33 FT OFF CURB 6 310 FT STE E DEERIN6, 514 DATE: R.C.E. NO. 68964 - -- - EAST OF INTERSECTION, PER ROB 18416. VERTICAL 1 " =2' LWD DISTRICT ENGINEER W. JUS IN SUITER EXP. 12 -31 -13 DATE: 1 1/ j S/ jZ DATE: // • /L SHEET 2 OF 3 DATUM: NAVD8B ELEV.: 84.68' SIGNATURE EXPIRES 2 YEARS FROM DATE SIG NE - APN.' 255 - 222 -46 6 47 CASE NO. 11 -063 TMDB /DR J. \Active Jobs \1873 City Mark - Olivenhain \DRAWING \1873 F.pro101112012 PLEA 1873F NOTE: OLIVENHAIN STATIONING PEP COUNTY TM 4579 -I 24+00 TRAVELED LANF 3Za a y lit 25 +00— EX. TRAVEL LANE STRIPE (TYP) EX. RB-G_UTTER E STO ALK 0 REMOVE EX � BIKE LANE ro STRIPE 3 LC AM. 2 PCC SIDEWALK PER SDRSD G -7 a ^ i v ® ® ® ® APPROXIMATE LOCATION OF N 8701 222.00' EXST. TELEPHONE CABLE UTILITY B. 27+00 28+00 - -• INSTALL M -10 MONUWNT OLIVE AIN STA. 26 +85.83= my y mn— - - - - - -- ,�T - -y - -MAP - - - PUBLIC- ROAD - STA. -0+5 y5a— y y ♦ - °xnn 1p ROADn EXST. 12' Inn ma LTI R3 µ Z WATER MAIN INSTALL 6" WATER MAIN n Z-4 H: Q n °1 TRAVELED LANE n SEE SHEET 2 F o m ci a a ��__....- W Vd + m - v� �d m W - E. �+ _ REMOVE EX. E E E E ro E µ E x E— En m� g rn Ar, n AC BERM �AWCUT m m m 'q w EXISTING CROSS GUTTER cn -� , I m w TRAVELED LANE PAVEMENT 2� SEE SHEET 2 H a I TO REMAIN PLAN VIEW: OLIVENHAW ROAD ALL FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED NOTES: SCALE: 1 " =20' AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF JOINT TRENCH DRY UTILITIES SHOWNHEREON DELTA FIRE APPARATUS NOT LESS THAN 75,000 LBS AND SHALL FOR REFERENCE ONLY. REFER TO SEPARATE N87 29'42'E BE PROVIDED WITH AN APPROVED PAVED SURFACE TO DRY UTILITYPLANFOR CONSTRUCTION. G -2 C&G PROVIDE ALL WEATHER DRIVING CAPABILITIES. 12.38' H " L3 63.01' PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION CONTRACTOR TO FIELD S UR VEY (POTHOLE) " MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING SHALL MS77NGPIPEI NVERTELEVA7IONANDSUBI9ff a BE COMPLETE TO THE SATISFACTION OF THE FIRE DEPARTMENT ° " A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND SURVEYDATA TO LWD FOR APPROVAL PRIOR APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT TO CO ON 15' 4.5' OR AGENCY (TYP.) (TYP., B. A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE EXISTING AC IN PLACE TO PROVIDE PERMANENT ALL WEATHER SURFACE PAVEMENT FOR EMERGENCY VEHICLES VARIES C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 1� iv �a 0.5 LANE EX CRIB, GUTTER AND SIDEWALK NOTE Tn CONTRACTOR: UTa.IM AM KNOWN TO EX IST INTHE AREA. RVMRMATTON SHOWN BY: �y for �stw s w.✓ DATE: - 6- 9 - IY - GRIND OVERLAY LINDER 1 I' 1 I' I '1:1 ► :�' 1' 1 1 1':11 1 AC PAVE ■ CURB I 1 TYPICAL , I , ' 1 N' :1' MI: :1:1 I I / 1 t I' fill p VIIN111411 I / I :1' R a o OUVENHAIN RD - GENTERUNE DATA LINE LENGTH BEARING RADIUS DELTA 1 450.63' N87 29'42'E N87 *29'42 "E El UIRB DATA TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS L 1 132.39' N87 *29'42 "E G -2 C&G L2 12.38' N87 62942'E " L3 63.01' N87 29 '42 °'E " L4 63.00' N87 02942'E " EX 4" 1 SEX PAVEMENT -' 1 . -'1 HP GAS SECTION EX 12" WATER MAIN OLIVENHAW ROAD - TYPICAL SECTION SAWCUT RON LINE . a' IDEWAL 5, 6' SOUNDWALL PER DWG 11271 -G RAISED PLANTER PE —1 1 DWG 11271 -G � SDRSD G -2 CURB 6 GUTTER AND G -7 SIDEWALK EX BERM TO BE REMOVED GRAPHIC SCALE 1 0 20 40 REVISIONS APPR VED DATE ^ REFERS CES DATE BENICBMARK SCALE LEUCADIA WASTEWATER DIST. DESIGNED BY DRAWN BY CHECKESD BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTAWWr DRAWING NO. AS- i,7' t - A CITY OF ENCINITAS SURVEY CONTROL POINT 'rNT PLANS FOR: OMWD MAIN EXTENSION 248 NO. 1007, "CLSB- 004 ", FD. 2.5" DISK IN SEWER SYSTEM: APPROVAL SPARED UNDER THE SUPERVISION OF REVInEAWED PUBLIC IMPROVEI�E - NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1"=20, NS P DATE: 2 ,� BY• -�1l1 - {,(� 11271 THE SE QUADRANT OF EL OFF CUR REAL 6 /O // L MASIH MAHER G EG S LDS PRIMROSE LAIVE - -- - OLIVENHAIN RD. 33 FT OFF CURB 6 310 FT ST E DEERING, 26514 OAT: A.C.E. NO. 68964 -- EAST OF INTERSECTION, PER ROS 18416. VERTICAL 1 " =2' LWD DISTRICT ENGINEER W. Jul TIN BUTTER DATUM: NAVDB8 ELEV.: B4.6B' SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNS EXP. 12 -31 -13 DATE: �l /�S /lam DATE: /�• l Z ARN: 255 - 222 -46 6 47 CASE N0: 11 -063 TMDBODR SHEET 3 OF 3 J: \Active Jobs \1673 City Mark - Oli venhain \DRAWING\ 1873 F.pro101112012 PLSA 1873F