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2000-6816 I (Plans)GENERAL NOTES 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (PUBLIC) 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 EXISTENCE 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, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE 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 FACILITIES. 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 REPRESEN TA TI VES. NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, CALL S.D.G.& E. TELEPHONE: 1 800 422 -4133 (DIG ALERT) 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. TELEPHONE 1 800 422 -4133 (DIG ALERT) 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 RELOCATION'S IF NEEDED. 10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT TELEPHONE: 1- 800 - 422 -4133 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 ENCINITAS. 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL FROM BOTH THE CITY OF ENCINITAS & RESPONSIBLE ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE REFLECTIVE FACE OR EQUIVALENT 15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. (760) 633 -2770 16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 17 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. I 18 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 19 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR, 21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). ALERY CALLETOLL FREE 1 -o00 227 °2800 TWO WORKING DAYS BEFORE YOU DIG WATER mOTEs ('SALT DIEG,UITO WATER DISTRICT) SEWER NOTES (LEUCADIA WATER DISTRICT) 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED 1. LCWD APPROVAL 01 THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE ENGINEER OR WORK, APPROVALS ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO BCR OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS BVC WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE DG DISCOVERED DURING OR AFTER CONSTRUCTION. EC ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. ECR END CURB RETURN EP EDGE OF PAVEMENT 2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL FL WATER DISTRICT LCWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD INV BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN MIN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE REGIONAL STANDARD PRC DEGUITO WATER DISTRICT AFTER PAYMENT OF THE ESTIMATED COST BY PVI DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER STANDARDS SD THE DEVELOPER. SDRSD GOVERN. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT TRC PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH ALL TIMES WITHOUT EXCEPTION. GRADE OF STREET. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE BOX FOR EACH RESIDENTIAL LOT. IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE TO LCWD. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOR LCWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. INSTALL FIRE HYDRANTS 2 FEET FROM BACK OF CURB, IF NO SIDEWALK 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE CONSTRUCTED. MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT MAIN. SHEETS AND SHALL COMPLY WITH LCWD STANDARD SPEC SURVEY REQUIREMENTS. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD PRIOR TO RIGHTS-OF-WAY. CONSTRUCTION. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH DISTRICT OFFICE. EXCAVATION AND PIPE INSTALLATION THEREIN, THIS PLAN MUST BE PREPARED FOR ALL TRENCHES 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, DEGUITO WATER DISTRICT'S SPECIFICATIONS. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION 12, THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION PERMIT MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR FOR INSPECTION OF PROJECT. SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE 3. FILL AREAS MUST BE COMPACTED TO 907, PRIOR TO PIPE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN NSTALLATION. GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED STRUCTURE WITHIN THE LIMITS OF PROJECT. BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE. LINE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY DEVICE ARE RESPONSIBILITY OF OWNER. REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. SERVICES. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. EXISTING WATER FACILITY (FIRE HYDRANT METERS, VALVE BOXES, ETC.) 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER IN WRITING THAT ARE AFFECTED BY THIS PROJECT PRIOR TO CONSTRUCTION. 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. DRAWINGS TO LCWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET INCLUDING COLLECTORS AND LATERALS, 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT TRENCH WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED SHALL OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE 22. NT ACTORLSHA THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS, USE 9.5 -FOOT PLAIN DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. FEET TO 270 FEEL USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET USE AN INTEGRAL ANY OTHER UTILITIES. BELL END PIPE LENGTH JOINED TOGETHER WITH A.,_19 -FOOT PLAIN END PIPE 24. SEPARATION OF SEWER ! WATER AND SEWER I RECLAIMED WATER SHALL COMPLY Y WITH LCWD STD LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN FEET TO 1150 FEET. PIPE LENGTHS THAN 2'5" CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY Y BE DONE IN THE DIRECT 9 -FEET WILL NOT BE USED D UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S T'S IS PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW REPRESENTATIVE TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 21. THE SUBJECT PROPERTY IS CURRENTLY SERVED BY SEVERAL WATER 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER "S" MAY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD 27 A 2 -INCH HIGH SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE INSTALLATION OF NEW METERS. ONCE A LOT !S SOLD, CAPACITY CONTRACTOR. CREDIT CANNOT BE TRANSFERRED TO THAT LOT. ALL METERS THAT 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIEGUITO THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH THEREAFTER BE BURIED AT THE POINT OF CONNECTION. LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. 22. ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT SETTLEMENT PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES.' OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE, ADDITIONAL NOTES I. CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE FROM LA COSTA AVENUE AND PIRAEUS STREET. NO CONSTRUCTION TRAFFIC IS ALLOWED ON URANIA, NORMANDY, OR LEUCADIA BOULEVARD. CONSTRUCTION HOURS OF OPERATION SHALL COMPLY WITH CITY OF ENCINITAS REQUIREMENTS. 2. CONSTRUCTION ACTIVITIES THAT COULD CAUSE TRAFFIC CONGESTION SHALL BE SCHEDULE DURING OFF -PEAK HOURS. 3. TEMPORARY TRAFFIC CONTROL SHALL BE PROVIDED ALONG THOROUGHFARES DURING CONSTRUCTION. LEGAL DESCRIPTION TRACT NO. 98 -306 A.P.N.- 254 - 412 -01, 254 - 412 -02, 254- 411 -03, 254 - 411 - 04,254- 411 -05, 254- 411 -07 SITE ADDRESS PIREUS STREET AND SPARTA DRIVE OWNERPERMITTEE STANDARD PACIFIC HOMES 5750 FLEET STREET SUITE 200, CARLSBAD 92008 (760) 602 -6800 CONTACT: KATHY BAKER OWNERS CERTIFICATE 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 FOR AND DESIRABLE FOR THE PROPER COMPLETION 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 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 wA&&0-Ll O(O KATHY B KER DATE STANDARD PACIFIC HOMES DECLARATION F 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 ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY REE4 NSIBILITIES FO PR JECT DESIGN. RCE 45662 UDA TE FABIO ESCOBAR JR EXP. 12131102 WORK TO DE DONE .4 IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS REFERENCE DRAWINGS. LCWD. = LEUCADIA COUNTY WATER DISTRICT S.D.C. = SAN DIEGO COUNTY S. D. W. D. = SAN DIEGUITO WATER DISTRICT S.D.P. = SAN DIEGO PRECAST S. D. R. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS INDEX TO SHEETS NO. SHEET TITLE 1 TITLE SHEET 2 CONSTRUCTION NOTES, STREET SECTIONS, DETAILS & INDEX MAP 3 STREET PLAN - SPARTA DR. 4 STREET PLAN - OLYMPUS ST. 5 STREET PLAN - SPARTA DR. 6 STREET PLAN - CAUDOR ST. 7 SEWER & WATER PLAN - SEWER LINE "B" & ST "B" WATER. 8 SEWER & WATER PLAN - SEWER LINE "A" & "C" & ST. "A" & "C" WATER. 9 SEWER & WATER PLANS - SEWER LINE "A" & CAUDOR ST. WATER. 10 STORM DRAIN PLAN - LINE "B" 11 STORM DRAIN PLAN - LINE "C" 12 SIGNING & STRIPING PLAN 13 GRADING & STORM DRAIN - WATER QUALITY BASINS "A" & "B" SEWER NOTES (LEUCADIA WATER DISTRICT) (CONT.) 34. MANHOLE BASES SHALL BE MONOLITHICALLY Y PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT PRECAST MANHOLE BASES ARE ACCEPT ABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS - SEAL GASKET CORP ., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER B CKFILL. AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILLI 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE Al� TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITI S AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LCWD INSPECTOR PRIOR TO PAVING. ENCINITAS FIRE DEPARTMENT NOTES 1. INSTALL "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTERLINE ON HYDRANT SIDE. UFC SECTION 10.105(C) 2. IMPORTANT - WHERE UNDERGROUND WATER MAINS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH HYDRANT(S) LOCATED AS DIRE TED BY THE ENCINITAS FIRE DEPARTMENT PRIOR TO CONSTRUCTION WORK. FOR ANY QUE TIONS, CALL FIRE PREVENTION AT (760) 633 -2820. UFC SECTION 10.502 J. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS ON SITE, WATE A D SEWER SYSTEMS SHALL SATISFACTORILY PASS ALL REQUIRED TESTS AND BE CO Nu NE TED TO THE PUBLIC WATER AND SEWER SYSTEMS. IN ADDITION, THE FIRST LIFT OF ASPHALT IPA !NG SHALL BE IN PLACE TO PROVIDE ADEQUATE, PERMANENT ACCESS FOR EMERGENCY VENICE S. THE FINAL LIFT OF ASPHALT SHALL NOT BE INSTALLED UNTIL ALL OTHER CONSTRUCTION ACTIVITY HAS BEEN SUBSTANTIALLY COMPLETED TO THE SATISFACTION OF THE CITY. DEC SECTION 10.502 4. LOCATION AND SIZE OF ON -SITE WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. 5. ALL DESIGNATED EMERGENCY ACCESS ROADS SHALL BE POSTED PURSUANT TO FIRE DEPARTMENT STANDARDS. UFC SECTION 10.206 6. ALL TWO -WAY TRAFFIC AISLES SHALL BE A MINIMUM OF 24 FEET WIDE, AND EMERGENCY ACCESS SHALL BE PROVIDED AND MAINTAINED FREE AND CLEAR A MINIMUM OF 24 FEET WIDE AT ALL TIMES DURING CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS. UFC SECTION 10.502 1LOCAL AMENDMENT 7. TURNAROUNDS.- CUL -DE -SACS SHALL BE PROVIDED PER THE FIRE DEPARTMENT APPROVED MAP. 8. ADDRESS NUMBERS SHALL BE CLEARLY VISIBLE FROM THE STREET FRONTING THE STRUCTURE, WHERE STRUCTURES ARE LOCATED OFF A ROADWAY ON LONG DRIVEWAYS, A MONUMENT SHALL BE PLACED AT THE ENTRANCE WHERE THE DRIVEWAY INTERSECTS THE MAIN ROADWAY. PERMANENT ADDRESS NUMBERS SHALL BE DISPLAYED ON THE MONUMENT. MINIMUM FIVE (5) INCH NUMBERS FOR RESIDENTIAL. UFC SECTION 10.301(A) /LOCAL AMENDMENT i 7 •► , AB ASPHALT BASE AC ASPHALT CONCRETE BC POINT OF COMPOUND CURVEATURE APPROVALS PORTLAND CEMENT CONCRETE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE DG DECOMPOSED GRANITE EC END CURVE ECR END CURB RETURN EP EDGE OF PAVEMENT EX EXISTING EVC END VERTICAL CURVE FL FLOW LINE INV INVERT MIN MINIMUM PRC POINT OF REVERSE CURVEATURE PVI POINT OF VERTICAL INFLECTION SD STORM DRAIN SDRSD SAN DIEGO REGIONAL STANDARD DRAWING TB TOP OF BERM TO TOP OF CURB TRC TOP OF ROLLED CURB (130.31) EXISTING ELEVATION VICINITY MAP NOT TO SCALE COMMUNITY SERVICES COMMUNITY DEVELOPEMENT ENCINITAS FIRE DEPARTMENT SAW D►r.-GU ITO WATER DISTRICT I-EU CAD IA COUNTY WATER DISTRICT APPROVALS APPR ED APPROVED �k+ 3%3'ld� 1 APP VED APPRO ED ' APPROVED RECOMIENDE APP VED cam- BY: BY: / S 3 O/ BY:p��� BY: (� ©2--- BY: f K /P 0l _5 ilF�' 3/ /1 BY: DATEk BY. 2 0 DATE: Gr'Pi6' DATE: 3 -3 -0� DATE: DATE: �l �'!D� DATE: (0/20 /0, DATE: (� /i3 /o/ APPROVAL EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS lli\REVISep SHT. APPROVED DATE REFERENCES DATE BENCHMARK RECORD: COUNTY OF SAN DIEGO _ FLOWLINE OF SEWER AT SOMMERSET AVENUE AND SHEFFIELD AVENUE 3• N S °V EL= 173.25 4.1033 CITY OF ENCINITAS ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT PLAN TITLE SHEET MAMVU = TRACT NO. -306 TREET DARTA DRIVE 1NIA AVENUE AS - BUILT DRAWING NO. 1 SHEET 1 OF 1:41 JN 10- 101080 E 0 1, ,J m z 'a N E D_ 3 m o d H K � O Q z J Z 0 a N wa p - m m x W LL o. ■ M 2 a z m z 5 a f7 ■ z F, 7 N • z 0 [] CONSTRUCTION NOTES & QUANTITIES DESCRIPTION No. STREET IMPROVEMENT NOTES TOTALS 1 CONST. 4" AC OVER 6" CLASS 11 AB (STRUCTURAL SECTION MUST BE VERIFIED BY PROJECT SOILS ENGINEER.) NIT SF AMOUNT 56,385 2 CONST. MODIFIED CONCRETE ROLLED CURB PER DETAIL ON SHEET HEREON & SDRSD G -4. COLOR SHALL BE EARTHTONE. SF 3,055 3 CONST. 6" CURB AND GUTTER PER SDRSD G -2. SF 460 4 CONST. MEANDERING DG TRAIL PER DETAIL HEREON. SF 14,400 6 CONST. INLET TRANSITION PER SDRSD SDG -110 H CURB PROFILE. EA. 4 7 CONST. MODIFIED PEDESTRIAN RAMP TYPE A PER SDRSD G -27 & DETAIL HEREON SF 6 10 PAINT RED CURB & NO PARKING FIRE LANE" PER DETAIL SHEET J. LF 3,950 11 INSTALL "NO PARKING FIRE LANE" SIGN PER DETAIL ON SHEET 3. EA 4 15 CONST. 6" AC BERM EA 660 16 REMOVE AND REPLACE EXISTING CURB & AC SIDEWALK AS DETERMINED NECESSARY EA 275 17 UPGRADE & ADJUST VALVE CASING TO FINISHED GRADE PER SDWD STANDARDS. EA 5 18 RELOCATE EXISTING FIRE HYDRANT PER SOWD STD. DWG. P -1 EA 1 19 ABANDON EXISTING 2" METERS AT WATER MAIN. EA 1 STORM DRAIN IMPROVEMENT NOTES 20 INSTALL 18" RCP (D -LOAD CLASSIFICATION PER PROFILE). LF 40 22 INSTALL 24" RCP (D -LOAD CLASSIFICATION PER PROFILE). LF 296 24 INSTALL 48" RCP (D-LOAD CLASSIFICATION PER PROFILE). LF 163 25 INSTALL 48" RCP W/ ADD'L STEEL CLEARANCE (D -LOAD CLASSIFICATION PER PROFILE). LF 304 26 CONST. CURB INLET TYPE C PER SDRSD 0-3. EA 7 27 CONST. STORM DRAIN CLEANOUT TYPE A PER SDRSD D -9 EA 2 28 CONST. STRAIGHT HEADWALL TYPE B" PER SDRSD D -32 EA 3 31 REMOVE PORTION OF EXISTING RCP AND EXTEND. LF 15 32 CONST. CONC. LUG PER SDRSD D -63. EA 4 33 CONST. PIPE COLLAR PER SDRSD D -62. EA 1 34 CONST. TRANSITION STRUCTURE RCB TO PIPE PER APWA 342 -0 REINFORCING PER CALTRANS STD D86 EA 1 35 CONST. WING TYPE HEADWALL PER SDRSD D -35. EA 1 36 CONST. OVERFLOW RISER PER DETAIL HEREON. EA 1 37 CONST. CONC. OVERFLOW STRUCTURE PER DETAIL HEREON EA 1 38 CONST. WATER QUALITY INLET AND DEBRIS RISER PER DETAIL HEREON. EA 2 39 CONST. ENERGY DISSAPATOR PER DETAIL HEREON. EA 1 40 CONST. GROUTED RIP -RAP PER DETAIL HEREON. CY 65 41 CONST. WALL PER SDRSD STD. DWG C -9. LF 10 42 CONST. 6' CHAIN -LINK FENCE. LF 420 43 I CONST. ACCESS GATE. LF 15 44 INSTALL 4" PVC (SDR 35 DRAIN PIPE. LF 96 45 INSTALL CLEANOUT. EA 1 46 INSTALL 4" AC ACCESS ROAD SF 1,330 47 REMOVE EXITING HEADWALL AND PORTION OF 48" RCP AND JOIN OVERFLOW STRUCTURE TO PIPE. LF 10 48 REMOVE EXISTING HEADWALL AND JOIN RISER TO EXISTING 24" RCP EA 1 SEWER IMPROVEMENT NOTES: 50 INSTALL 8" PVC PER LCWD STD. DWG. S -11 LF 2,230 51 INSTALL 4" SEWER LATERAL PER LCWD STD. DWG. S -17 EA 1246 52 CONSTRUCT 48" MANHOLE PER LCWD STD. DWG. S -3 EA 11 57 INSTALL 8" ENCASED PVC SEWER PER LCWD STD. DWG. S -14 LF 118 58 INSTALL 48 SEALED FLAT TOP MANHOLE PER LCWD STD. DWG. S -3 AND DETAIL ON SHT. 7 LF 10 59 INSTALL STANDARD DEAD END CONNECTION CLEANOUT PER LCWO STD. DWG. S -8 EA 1 WATER °IMPROVEMENT NOTES: 70 REMOVE EX. 8" GV & CAP EX. 8" TEE EA 1 71 INSTALL THRUST BLOCK PER SDWD STD. DWG. P -11 EA 12 72 INSTALL 8" FL. X TYTON GATE VALVE EA 11 72A INSTALL 12" FL. X TYTON GATE VALVE EA 2 72B INSTALL 6" FL X TYTON GATE VALVE EA 1 72C I INSTALL 14" FL X TYTON GATE VALVE EA 2 73 INSTALL 8" CLASS 150 PVC C900 WATER MAIN LF 1,955 73A INSTALL 4" CLASS 150 PVC C900 WATER MAIN LF 390 74 INSTALL FIRE HYDRANT ASSEMBLY W CONCRETE PAD PER SDWD STD. DWG. P -1 LF 6 78 INSTALL 1" WATER SERVICE AND 314" - 1" DUAL METERS PER SDWD SID. DWG. P -2 EA 44 82 TAP AND CONNECT TO EXISTING 8" WATER MAIN EA 1 83 INSTALL 1" CLASS 150 MANUAL AIR RELEASE ASSEMBLY PER SDWD SID. DWG. P -10 EA 6 84 INSTALL 8" X 14" CROSS EA 1 85 INSTALL 8" X 8" FL TEE EA 2 86 CONNECT TO EXISTING 12" WATER MAIN EA 1 87 ABANDON AND REMOVE EXISTING 12" WATER MAIN LF 302 88 REMOVE EXIS71NG FIRE HYDRANT EA 1 89 INSTALL 12" X 8" FL TEE EA 1 89A INSTALL 8" X 6" FL. TEE EA. 1 90 INSTALL 8" X 4" REDUCER EA 1 91 INSTALL 2" BLOW -OFF CL. 150 PER SDWD STD. DWG. P -4 EA 6 92 REMOVE EXIST. BUTTERFLY VALVE INSTALL BLIND FLANGE TO TEE EA 1 93 INSTALL 8" FL GATE VALVE EA 1 94 INSTALL 8" FL 22.5' BEND EA 1 VARIES (CONSTRUCTION) - VARIES 10' 17' VARIES I S tI I 3 5° 2' PROPOSED FIRE HYDRANT PER SDWD P -1 EXIST 1 _ - - 1 2 AC PVMT _ 27. ? %� CL #1 - -- s . 5' MEANDERING / - DG TRAIL / INSTALL 4" AC OVER 6" CLASS ll BASE / (STRUCTURAL SECTION TO BE VERIFIED T / PER AIy BY PROJECT SOILS ENGINEER) EXIST GROUND HEREON Y R / INSTALL PROPOSED MODIFIED 5 ROLLED CURB 9 i u 4 3 I i 4" MIN. AG. & GUTTER PER DETAIL "A ", THIS SHEEP S\ Ex. a" ss I / BASE UNDER CURB PROPOSED WATER _ - /i x. 14" w 16 - QUALITY BASIN EXIST GROUND SPARTA DRIVE ' X. 6" AcP w ' �� FH (PUBLIC STREET) 1`i 15 NTS EX. 24' SD STA. 9 +55.59 TO 11+25.29 (FROM PIRAEUS TO SPARTA /OLYMPUS INTERSECTION) �� / 27' 25' 1 A 5 1 6 -��- TRACT BOUNDARY - II 1 II 2. 25' 31� PROPOSED �h EXISTING R.O.W. EXIST R.O.W. x. EXISTING GROUND 24' (MIN) E' 36" D MH #11 II INSTALL BACKFILL \ INSTALL 6" AC DIKE PER EXIST GROUND BEHIND AC DIKE G -5 29 4 2q II II �� -- 8" DIN II 6 23 8" SS - ...... EXISTING AC PAVEMENT WIDENING AS REQUIRED � 24' 6 8 " CLASS If AB 3- AC OVER - j SPARTA DRIVE MIN. STRUCTURAL SECTION TO 14 (PUBLIC sSTREEr) SOILS ENGINEER). 22 18 I STA. 12+17.58 TO 19 +40.00 x\ \ FH I MH #6 \ \ ¢,. e. VARIES 54' °� 19 10 I 52' �` X 25 \ \ 20 9 I R.O.W. 10' 17' 25' AVA a DW I FUTURE \ MR MH #10 2' PROPOSED EXIST R.O.W. ` a ss \ \ 21 CH 26 FH a ss , II ?i FIRE HYDRANT R.D.W. I PER SDWD P -1 EXIST \\ \ \ MH #a \ 29 27. AC PVMT ,' 2Kmb -"'p szi,&.'$a ;��: � _ .a. .,. \ � \ MH #s a' DW Q ) \ „ ". 13 I 12 I 5' MEANDERING / INSTALL 4" AC OVER 6" CLASS ll BASE - - - -�� 17 - 8 43 DG TRAIL / / (STRUCTURAL SECTION TO BE VERIFIED i8" SO PER DETAI jT _ �\ BY OTHERS HEREON y BY PROJECT SOILS ENGINEER) EXIST GROUND'I \ PROPOSED MODIFIED 5" ROLLED CURB - 42 f / INSTALL » " �) 1, / 4" MIN. AG. & GUTTER PER DETAIL A , THIS SHEET > 41 1 \ BASE UNDER CURB C 28 F m EXIST GROUND SPARTA DRIVE 8" DW I - V 1 EX. 8" Ss (PUBLIC STREET) NTS 8" SS i � �` \ \� 9 STA. 10 +00.00 TO 14 +95.95 (FROM OLYMPUS STREET TO URANIA AVE.) ��t 29 aY o HERS 39 - 20' 47.5' PUBLIC 20' i) \ 32, UTILITY EASEMENT i i i ; 40 MH #7L'/' INDEX MAP LEGEND 10' TRAIL 4' EX. 24" SD 1 a "mss- ACESS EASEMENT \1 1 18' SD MH #4 37 /7 Q STREET PLAN PAD 2 PAD) BY OTHERS I -� O STORM DRAIN PLAN VARIES 16' 16' ? \ 30 MH #3 - / ❑ SEWER &WATER PLAN PROPOSED FIRE HYDRANT �p � 29 1.5' PER SDWD P -1 "4 :� _ _ 8° DIV pq, �D ` ; k RED CURB 2q // 5' MEANDERING \ / m-► `� \ FIT / ': -° / 1\ a F ss I 34 DG TRAIL TYPICAL ROUGH /// "NO PARKING FIRE LANE" SIGN HEREON AIL " °AC PVMT OVER 6" CLASS II AG BASE (MIN) GRADED NDERCUT +\ 31 MH #2 18„ DIN R 36 4" MIN. AG. MODIFIED 5" ROLLED CURB & 4" MIN. AG. L, BASE UNDER CURB GUTTER PER DETAIL 'A ", THIS SHEET BASE UNDER CURB '� 35 / 1 2X4 REDWOOD OR PRESSURE TREATED DOUGLASS FIR HEADER. UDOR STREET (WEST OF OLYMPUS TR Ttil� 1X2X8 REDWOOD STAKE @ 4' -0" ON CENTER, TWO 16I%6 GALVANIZED NAILS PER STAKE. 2' -6° CRETE STREET, SKYROS WA \ 33 ice" 3. FINISHED GRADE. NOTE: (PRIVATE STREET FOR REFERENCE ONLY) A \ 4. CUT AFTER NAILING. 1. TRANSITION TO START NOT LESS THAN 10' 3 5/8 P'I' z NTS \ \ i -- EX. Box r 5. COMPACTED SUBGRADE " R =2 -6" _, �32 \ \ 1 6. 3" DEPTH EARTHTONE DECOMPOSED GRANITE BEYOND END OF CURB RETURN. R =112 R.O.W 27' 27' R.O.W. .°°" 7 NATIVE SO IL 2. COLOR & TEXTURE SHALL BE EARTHTONE En R =2' -6" - - _ 'Ex a SS 10 WEAKENED 5" 27. 0' 7' 7 7' 0' WIDTH PER PLAN PLANE JOINT V 2' ARIE 3 cp t EX 8 DW v � z z (6 f 2% 27 29 290 Ex. 48 SD ;� Ex a �s - D °-.." _ 1 � t II � I III III -I � I III -III III -III -I s ' MODIFIED - - v INDEX III -III IIII -III =1 III =11 1 MODIFIED CONCRETE ��o - ...: _ - ; , -I 1 I 1 1 11 z ROLLED o� -� s �'� MH =11 -III =11 -I z w PER N CU- S 0� / SCALE: 1 " -100' EX 1a" s0 # O = III =III= =III III =III= III = III =III =III= o m FL R PER DETAIL ROLLED YO \¢ INSTALL 4" AC OVER 6" CLASS ll BASE (STRUCTURAL SECTION 5' MEANDERING III III 1111 II�III -� Q SEE NOTES PER SDRSD c -4) P� SAO TO BE VERIFIED BY PROJECT SOILS ENGINEER) DG TRAIL III III III - - 11IIIII III �� INSTALL MODIFIED 5" ROLLED CURB PER DETAIL o NOT TO SCALE �� i MAINTAIN &GUTTER PER DETAIL HEREON HEREON II 5 -III TOP OF CURB 0 g 10" CF ° i GUTTER GRADE CAUDOR STREET (EAST OF OLYMPUS STREET) 1i1 LI INLET PUB NTSTREET) CONSTRUCTION NOTES G TRAIL DETAIL STA. 16 +28.09 TO 20 +00.00 J ``' i NIS R. 50'/54' R.O.W. 1. SET FALSE HEADER FOR BACK OF RAMP AT CURB HEIGHT ABOVE NOT TO SCALE 10" CF z [ i GUTTER GRADE TO MAXIMUM 6" iz R. 0. W 27' 27' R.O.W. 10' 15%17' 15'117' 10' 2. WHERE SHOWN ON THE PLANS CONSTRUCT MONOLITHIC CURB ECR FOR RETENTION OF STREET DRAINAGE OR TO MEET 6" CURB 10' 7' 17' 0' S 5 L EARTHTONE COLOR & 6" CF BACK OF CURB 4 r 2' ADJACENT IMPROVEMENTS. �, 1' 2' � PROPOSED FIRE HYDRANT ,� REF TEXTURE CONCRETE �z EXIST. PAD PER SDWD P -1 29' �' o ° TOP OF CURB 2� 2% 2q 4' 5.5' BACK OF SIDEWALK N�T�a 1 TOP GUTTER 2% 27 290 -~ Kpa -y ., yPo";.. -., �" y , z" :_" 6" MIN. PCC °a N o r- . a. Kam-;. . ;.. W'.R'..� .. n ° °a . :.� - " " °a, R� N ZI-FL ROLLED m_ N . „ _.. Y 4" CLASS 11 AB \It , A 12 .TRANSITION TRANSITION '° CURB LINE CURB SECTION .r,_ �co INSTALL 4 AC OVER 6 CLASS II BASE a 1 AREA �� 5 + AREA a c oT " " STRUCTURAL SECTION TO BE VERIFIED INSTALL I J Fes? TF INSTALL 4 AC OVER 6" CLASS ll BASE (STRUCTURAL SECTION 5' MEANDERING 4 MIN. AG. ( 4" MIN. AG. \ °° 10' TRANSITION DG TRAIL BY PROJECT SOILS ENGINEER) BASE UNDER a TO BE VERIFIED BY PROJECT SOILS ENGINEER) BASE UNDER DG 3 - SEE DETAIL "H') ° J PER DETAIL CURB INSTALL MODIFIED 5" ROLLED CURB CURB " °" �' w INSTALL MODIFIED 5' ROLLED CURB DG a HEREON & GUTTER PER DETAIL HEREON o w SEE NOTE J GUTTER UP U - o m o a &GUTTER PER DETAIL HEREON 5' MEANDERING DG TRAIL ENTIRE EAST SECTION, WEST SECTION SECTION �? CURB CT p W a m o o CAUDOR R STREET (EAST OF OLYMPUS STREET) BETWEEN SPARTA & CAUDOR ONLY 6 (PUBLIC OLYMPUS STREET DIFIEL % ►A an N ROLL 1 O STANDARD CURB TRANSITION ION T IL STA. 20 +00.00 TO EO.P. (PUBLIC STREET) (ALSO SEE SDRSD G -27) � � /45 ' BU� ur g� � REV I S I ONS APPROVED DATE REFERENCES DATE SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITI O ENCINITAS ENGINEERING DEPARTMENT ®RAWING NO. s° - )WOFESS/ ��arvN�w� ���s�� ® CONSTRUCTION y��o� coeq 1�F PLAN PREPARED ND THE SUPERVISION F RECOMMENDED APP VED z HORIZONTAL: 1 " =100' m ® F w � ?, n ^ CdNS RUCTION NOTES, TYPICAL SECTIONS &INDEX MAP ° No. 45662 • DATE: iP l ✓� BY : / V I BY : 6816-1 J - 14725 ALTON PARKWAY o EXP. 2_31_02 * �% FOR THE IMPROVEMENT OF _ 7 R.C.E. NO. 45662 IRVINE, CALIFORNIA 92618 -2027 N �✓T OIViV 0`��� FAB IO ESCOBA JR. L; U N S I L.TI N G 949.472.3505 • FAX 949.472.8122 • www.RBF.com DATE: 1p1241 01_ DATE: (6'Z(0 -0( ® Z OF CALIF EXP. 12 31 02 V TRACT NO. 98-3 SHEET 2 OF IA n ev JN 10- 101080 EXIST ROW - EXIST ROW - - - VARIES (CONSTRUCTION) - VARIES 10' 17' VARIES I S tI I 3 5° 2' PROPOSED FIRE HYDRANT PER SDWD P -1 EXIST 1 _ - - 1 2 AC PVMT _ 27. ? %� CL #1 - -- s . 5' MEANDERING / - DG TRAIL / INSTALL 4" AC OVER 6" CLASS ll BASE / (STRUCTURAL SECTION TO BE VERIFIED T / PER AIy BY PROJECT SOILS ENGINEER) EXIST GROUND HEREON Y R / INSTALL PROPOSED MODIFIED 5 ROLLED CURB 9 i u 4 3 I i 4" MIN. AG. & GUTTER PER DETAIL "A ", THIS SHEEP S\ Ex. a" ss I / BASE UNDER CURB PROPOSED WATER _ - /i x. 14" w 16 - QUALITY BASIN EXIST GROUND SPARTA DRIVE ' X. 6" AcP w ' �� FH (PUBLIC STREET) 1`i 15 NTS EX. 24' SD STA. 9 +55.59 TO 11+25.29 (FROM PIRAEUS TO SPARTA /OLYMPUS INTERSECTION) �� / 27' 25' 1 A 5 1 6 -��- TRACT BOUNDARY - II 1 II 2. 25' 31� PROPOSED �h EXISTING R.O.W. EXIST R.O.W. x. EXISTING GROUND 24' (MIN) E' 36" D MH #11 II INSTALL BACKFILL \ INSTALL 6" AC DIKE PER EXIST GROUND BEHIND AC DIKE G -5 29 4 2q II II �� -- 8" DIN II 6 23 8" SS - ...... EXISTING AC PAVEMENT WIDENING AS REQUIRED � 24' 6 8 " CLASS If AB 3- AC OVER - j SPARTA DRIVE MIN. STRUCTURAL SECTION TO 14 (PUBLIC sSTREEr) SOILS ENGINEER). 22 18 I STA. 12+17.58 TO 19 +40.00 x\ \ FH I MH #6 \ \ ¢,. e. VARIES 54' °� 19 10 I 52' �` X 25 \ \ 20 9 I R.O.W. 10' 17' 25' AVA a DW I FUTURE \ MR MH #10 2' PROPOSED EXIST R.O.W. ` a ss \ \ 21 CH 26 FH a ss , II ?i FIRE HYDRANT R.D.W. I PER SDWD P -1 EXIST \\ \ \ MH #a \ 29 27. AC PVMT ,' 2Kmb -"'p szi,&.'$a ;��: � _ .a. .,. \ � \ MH #s a' DW Q ) \ „ ". 13 I 12 I 5' MEANDERING / INSTALL 4" AC OVER 6" CLASS ll BASE - - - -�� 17 - 8 43 DG TRAIL / / (STRUCTURAL SECTION TO BE VERIFIED i8" SO PER DETAI jT _ �\ BY OTHERS HEREON y BY PROJECT SOILS ENGINEER) EXIST GROUND'I \ PROPOSED MODIFIED 5" ROLLED CURB - 42 f / INSTALL » " �) 1, / 4" MIN. AG. & GUTTER PER DETAIL A , THIS SHEET > 41 1 \ BASE UNDER CURB C 28 F m EXIST GROUND SPARTA DRIVE 8" DW I - V 1 EX. 8" Ss (PUBLIC STREET) NTS 8" SS i � �` \ \� 9 STA. 10 +00.00 TO 14 +95.95 (FROM OLYMPUS STREET TO URANIA AVE.) ��t 29 aY o HERS 39 - 20' 47.5' PUBLIC 20' i) \ 32, UTILITY EASEMENT i i i ; 40 MH #7L'/' INDEX MAP LEGEND 10' TRAIL 4' EX. 24" SD 1 a "mss- ACESS EASEMENT \1 1 18' SD MH #4 37 /7 Q STREET PLAN PAD 2 PAD) BY OTHERS I -� O STORM DRAIN PLAN VARIES 16' 16' ? \ 30 MH #3 - / ❑ SEWER &WATER PLAN PROPOSED FIRE HYDRANT �p � 29 1.5' PER SDWD P -1 "4 :� _ _ 8° DIV pq, �D ` ; k RED CURB 2q // 5' MEANDERING \ / m-► `� \ FIT / ': -° / 1\ a F ss I 34 DG TRAIL TYPICAL ROUGH /// "NO PARKING FIRE LANE" SIGN HEREON AIL " °AC PVMT OVER 6" CLASS II AG BASE (MIN) GRADED NDERCUT +\ 31 MH #2 18„ DIN R 36 4" MIN. AG. MODIFIED 5" ROLLED CURB & 4" MIN. AG. L, BASE UNDER CURB GUTTER PER DETAIL 'A ", THIS SHEET BASE UNDER CURB '� 35 / 1 2X4 REDWOOD OR PRESSURE TREATED DOUGLASS FIR HEADER. UDOR STREET (WEST OF OLYMPUS TR Ttil� 1X2X8 REDWOOD STAKE @ 4' -0" ON CENTER, TWO 16I%6 GALVANIZED NAILS PER STAKE. 2' -6° CRETE STREET, SKYROS WA \ 33 ice" 3. FINISHED GRADE. NOTE: (PRIVATE STREET FOR REFERENCE ONLY) A \ 4. CUT AFTER NAILING. 1. TRANSITION TO START NOT LESS THAN 10' 3 5/8 P'I' z NTS \ \ i -- EX. Box r 5. COMPACTED SUBGRADE " R =2 -6" _, �32 \ \ 1 6. 3" DEPTH EARTHTONE DECOMPOSED GRANITE BEYOND END OF CURB RETURN. R =112 R.O.W 27' 27' R.O.W. .°°" 7 NATIVE SO IL 2. COLOR & TEXTURE SHALL BE EARTHTONE En R =2' -6" - - _ 'Ex a SS 10 WEAKENED 5" 27. 0' 7' 7 7' 0' WIDTH PER PLAN PLANE JOINT V 2' ARIE 3 cp t EX 8 DW v � z z (6 f 2% 27 29 290 Ex. 48 SD ;� Ex a �s - D °-.." _ 1 � t II � I III III -I � I III -III III -III -I s ' MODIFIED - - v INDEX III -III IIII -III =1 III =11 1 MODIFIED CONCRETE ��o - ...: _ - ; , -I 1 I 1 1 11 z ROLLED o� -� s �'� MH =11 -III =11 -I z w PER N CU- S 0� / SCALE: 1 " -100' EX 1a" s0 # O = III =III= =III III =III= III = III =III =III= o m FL R PER DETAIL ROLLED YO \¢ INSTALL 4" AC OVER 6" CLASS ll BASE (STRUCTURAL SECTION 5' MEANDERING III III 1111 II�III -� Q SEE NOTES PER SDRSD c -4) P� SAO TO BE VERIFIED BY PROJECT SOILS ENGINEER) DG TRAIL III III III - - 11IIIII III �� INSTALL MODIFIED 5" ROLLED CURB PER DETAIL o NOT TO SCALE �� i MAINTAIN &GUTTER PER DETAIL HEREON HEREON II 5 -III TOP OF CURB 0 g 10" CF ° i GUTTER GRADE CAUDOR STREET (EAST OF OLYMPUS STREET) 1i1 LI INLET PUB NTSTREET) CONSTRUCTION NOTES G TRAIL DETAIL STA. 16 +28.09 TO 20 +00.00 J ``' i NIS R. 50'/54' R.O.W. 1. SET FALSE HEADER FOR BACK OF RAMP AT CURB HEIGHT ABOVE NOT TO SCALE 10" CF z [ i GUTTER GRADE TO MAXIMUM 6" iz R. 0. W 27' 27' R.O.W. 10' 15%17' 15'117' 10' 2. WHERE SHOWN ON THE PLANS CONSTRUCT MONOLITHIC CURB ECR FOR RETENTION OF STREET DRAINAGE OR TO MEET 6" CURB 10' 7' 17' 0' S 5 L EARTHTONE COLOR & 6" CF BACK OF CURB 4 r 2' ADJACENT IMPROVEMENTS. �, 1' 2' � PROPOSED FIRE HYDRANT ,� REF TEXTURE CONCRETE �z EXIST. PAD PER SDWD P -1 29' �' o ° TOP OF CURB 2� 2% 2q 4' 5.5' BACK OF SIDEWALK N�T�a 1 TOP GUTTER 2% 27 290 -~ Kpa -y ., yPo";.. -., �" y , z" :_" 6" MIN. PCC °a N o r- . a. Kam-;. . ;.. W'.R'..� .. n ° °a . :.� - " " °a, R� N ZI-FL ROLLED m_ N . „ _.. Y 4" CLASS 11 AB \It , A 12 .TRANSITION TRANSITION '° CURB LINE CURB SECTION .r,_ �co INSTALL 4 AC OVER 6 CLASS II BASE a 1 AREA �� 5 + AREA a c oT " " STRUCTURAL SECTION TO BE VERIFIED INSTALL I J Fes? TF INSTALL 4 AC OVER 6" CLASS ll BASE (STRUCTURAL SECTION 5' MEANDERING 4 MIN. AG. ( 4" MIN. AG. \ °° 10' TRANSITION DG TRAIL BY PROJECT SOILS ENGINEER) BASE UNDER a TO BE VERIFIED BY PROJECT SOILS ENGINEER) BASE UNDER DG 3 - SEE DETAIL "H') ° J PER DETAIL CURB INSTALL MODIFIED 5" ROLLED CURB CURB " °" �' w INSTALL MODIFIED 5' ROLLED CURB DG a HEREON & GUTTER PER DETAIL HEREON o w SEE NOTE J GUTTER UP U - o m o a &GUTTER PER DETAIL HEREON 5' MEANDERING DG TRAIL ENTIRE EAST SECTION, WEST SECTION SECTION �? CURB CT p W a m o o CAUDOR R STREET (EAST OF OLYMPUS STREET) BETWEEN SPARTA & CAUDOR ONLY 6 (PUBLIC OLYMPUS STREET DIFIEL % ►A an N ROLL 1 O STANDARD CURB TRANSITION ION T IL STA. 20 +00.00 TO EO.P. (PUBLIC STREET) (ALSO SEE SDRSD G -27) � � /45 ' BU� ur g� � REV I S I ONS APPROVED DATE REFERENCES DATE SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITI O ENCINITAS ENGINEERING DEPARTMENT ®RAWING NO. s° - )WOFESS/ ��arvN�w� ���s�� ® CONSTRUCTION y��o� coeq 1�F PLAN PREPARED ND THE SUPERVISION F RECOMMENDED APP VED z HORIZONTAL: 1 " =100' m ® F w � ?, n ^ CdNS RUCTION NOTES, TYPICAL SECTIONS &INDEX MAP ° No. 45662 • DATE: iP l ✓� BY : / V I BY : 6816-1 J - 14725 ALTON PARKWAY o EXP. 2_31_02 * �% FOR THE IMPROVEMENT OF _ 7 R.C.E. NO. 45662 IRVINE, CALIFORNIA 92618 -2027 N �✓T OIViV 0`��� FAB IO ESCOBA JR. L; U N S I L.TI N G 949.472.3505 • FAX 949.472.8122 • www.RBF.com DATE: 1p1241 01_ DATE: (6'Z(0 -0( ® Z OF CALIF EXP. 12 31 02 V TRACT NO. 98-3 SHEET 2 OF IA n ev JN 10- 101080 P V REVISIONS • se o iQ v h• o Q� o� X coo �� INLET TRANSITION 16 2Q J o� �X� �� Q�� J�� Z' 15CALEI ' / Sy, CO qC N8 o o CC l Dr ��F S CIZ �141 35 F \4 EXIST. NATU SD CHANNEL 0 � Y EXIST. 12 "1 D _ 14 c -- APPROVED I DATE I REFERENCES I DATE � SCALE HORIZONTAL: 1"=40' VERTICAL: 1' =4' �P O� EX AC P�M7 2� °0 ^ U L' � M U CN U INLET TRANSITION 17 SCALE: 1 " =20' C3 _ EXIST. R/W \ R/w i i i i C�- i 4 4) i 'xlz /, EQ EXIST R /W EXIST. EP EXIST. 14" AC. W _ cp EXIST 6' W X 4' H CULVERT m WIDEN EXIST AC TO 24' MIN. WIDTH `\ PER STREET SECTION ON SHT. 2. �i PAVING LOCATION TO BE + VERIFIED BY FIELD INSPECTOR PRIOR TO CONSTRUCTION — — 1 DESIGNED BY DRAWN BY CHECKED BY PROFESS /qy9 AJK CTV FE PLANNING M DESIGN E CONSTRUCTION Goe�F PLANS REPARED NDE THE SUPERV I S I N PF 2 No. 45662 DATE: �. 12 -31 -02 14725 ALTON PARKWAY CIV 1` R.C.E. NO. 45662 IRVINE, CALIFORNIA 92618 -2027 lot CAU�� F 10 ESCOBAR, JR. EXP. 12/31/02 C ®fI U LT'I N U 949.472.3505 • FAX 949.472.8122 ■ www.RBF.com WIDEN EXIST. AC TO 24' MIN. WIL PER STREET SECTION ON SHT. 2. PAVING LOCATION TO BE VERIFIED BY FIELD INSPECTOR PRIOR TO CONSTRUCTION 40' 30' 20' 10' 0' 40' GRAPHIC SCALE: 1' =40' m CURVE DATA TABLE O DELTA RADIUS LENGTH TANGENT A 8521'04" 30.00 44.69 27.66 B 9431'13" 30.00 49.49 32.47 C 85 2847" 30.00 44.76 27.72 D 20 29'13" 200.00 71.51 36.14 31406'49" 200.00 108.61 55.68 _E F 1,3'23'00" 200.00 46.72 23.47 G 2851'54" 286.50 144.34 73.73 TOTAL IVV I L: TRAIL SHALL BE FIELD LOCATED BY STANDARD PACIFIC HOMES FOLLOWING INITIAL TRIMMING & CLEARING OF DEAD VEGETATION. LOCATION SHALL BE TO THE SATISFACTION OF THE CITY OF ENCINITAS COMMUNITY SERVICES, ENGINEERING SERVICES & COMMUNITY DEVELOPMENT DEPARTMENTS. THE TRAIL MUST BE LOCATED WITHIN CITY RIGHT OF WAY OR TRAIL EASEMENT AND PRESERVE EXISTING VEGETATION AS MUCH AS POSSIBLE TO MAINTAIN THE THICK DENSE LANDSCAPING ADDITIONAL ATTENTION MUST ALSO BE MADE TO, BUT NOT LIMITED TO CHANNEL CROSSINGS (IF ANY), RAILING REQUIREMENTS ETC... RED GORE' 'NO PARKING FIRE LAW LETTERS IN WHITE RED STRIPE ON HARD ROAD SEE SURFACE NO PARKING PLAN FIRE LANE SIGNS PLACED FACING ON COMING TRAFFIC AT INTERVALS AS APPROVED BY THE FIRE MARSHAL. CPC E :soon BOTTOM OF SIGN SHALL NOT BE LESS THAN 6' ABOVE GRADE. 12x18 'METAL "U° I I CHANNEL OR POST ENCINITAS FIRE DEPARTMENT POSTING FIRE ACCESS ROAD REQUIREMENTS CITY Ot ENCINITAS ENGINEERING DEPARTMENT PLAN AND PROFILE FOR THE IMPROVEMENT OF t 1a i i M.,,, AS-BUILT d DRAWING N®. e SHEET 3 OF 14I JN 10- 101080 0 Z G N E a 305 Q z < N O z tea• N 0 N w� zm 0 Q T ■ Q WO LL ■ o M 0 (V z a z Z 5 n 0 ■ J N ■ Z 0 1, Q• N S' I r ' - 2 o J CAUDOR STREET m �J ° k a o (SEE PRIVATE �o �J� era �e Q IMPROVEMENT o }. �R> �. <v O 4y o 0 0 z w PLANS) h ^ w m _ W oo °o 0 o w ¢ END IMPROVEMENTS \ 22 +27.40 CL OLYMPUS STREET OGJ Q 0 0 o a `O > o TRAIL ESMT. 'n'- + + o "i �- 7 �hj ,' = 15+70.93 CAUDOR ST. /ST. 'A" ten° V l N + - - - h v : , - - = 22 ±72.55 BCR - - - - 18 ESMT. LINE io/ RIW�� 21 +80.84 ECR �� s Q 7 BEGIN CURB TAPES _ - t c.*- 4(f �,_ 20 +29.90 ECR � sA i oa '6 S�cF vki4 k + W 2 - 22 + 13 °43'06 "W '23 V24 L Y P. -� ,. E T' -, r R/ 21+82.68 BCD G O0'RB (GIN TAPER) 1 ')( H 96 +28.09 BCf� ABANDONED 18" 16 +11.90 ECR ABANDONED CONC. W. EXIST. W. 6" 18" CSS. W. 13 S SNEET 6 ~ � ) U u U oc o = EXIST. 6 AC W. Q CiD U W v �Z W U Olj w f;, k w Q Z c5 W EXIST 6" / AC W. ESMT. LINE / 27 __ Xlsj EXIST. POWER � POLE & GUY POLE TO BE REMOVE EXIST. WOOD STAVE RELOCATED PIPELINE. EXIST. LOCATION SAWCUT &JOIN LINE BY OTHERS TO FIELD CHECKED II� / STREET - DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE SCALE �QQROFESS /p AJK CN FE PLANNING IN ocssGN ® cONsa-Rurr' ®N \4�\oESCOBg4,�Fy PLANS I REPARED ;DE THE SUPERVISION OF RECOMMENDED AP OVED HORIZONTAL: 1 " =40 Q� ^I No. 45662 - 2 DATE: (/J / 0/ BY: �V1 BY:U(i.�J � 14725 ALTON PARKWAY DP. 12 -31 -02 '��JN - VERTICAL: 1 " =4' � CIVIV R.C.E. N0. 45662 IRVINE, CALIFORNIA 92618 -2027 9l p��@ FAB I O ESCOBAR, JR. C [3 N S U LTA €@9 G 949.472.3505 • FAX 949.472.8122 • www.RBF.com DATE: -4-12-4-"o DATE: 77-6' 0 FOF CALIF EXP. 12 31 02 01 a CSS. is , 18" CURVE DATA TABLE DELTA RADIUS LENGTH TANGENT A 10'04'12" 270.55' 47.55' 23.84' B 4'4325" 269.50' 22.22' 22.22' C 303252" 286.50' 152.75' 152.75' D 6539'19" 30.00' 34.38' 34.38' E 90'40'17" 30.00' 47.48' 47.48' F 88'4521" 30.00' 46.47' 46.47' G 82'32'26" 30.00' 43.22' 43.22' H 10131'29" 30.00' 53.16' 53.16' 1 15 22'07" 216.00' 57.94' 57.94' J 15'22'07" 200.00' 53.65' 53.65' K 15 22'07" 184.00' 49.35' 49.35' L 55 23'16" 184.00' 177.87' 96.58' TOTAL M 153'37'51 " 200.00' 536.27' 536.27' TOTAL STREET CONSTRUCTION OTES: 10- CONST. 4" AC COVER 6" CLASS 11 AB (STRUCTURAL SECTION TO BE VERIFIED BY PROJECT SOILS ENGINEER.) 2a- CONST MODIFIED CONCRETE ROLLED CURB PER DETAIL ON SHEET 2 & SDRSD G -4. COLOR SHALL BE EARTHTONE. 3I)- CONSTT, 6" CURB AND GUTTER PER SDRSD G -2 ® CONST. MEANDERING DG TRAIL PER DETAIL ON SHT 2 & NOTE HEREON., Q�- CONST. MODIFIED PEDESTRIAN RAMP TYPE A PER SDRSO G -27 PER ON SHEET 2. Q 16 REMOVE AND REPLACE EXIST. CURB & AC SIDEWALK AS DETERMINED NECESSARY 1© UPGRADE & ADJUST VALVE CASINGS TO FINISH GRADE PER SDWD STANDARDS.\ 18 RELOCATE EXISTING FIRE HYDRANT PER SDWD STD. DWG. P -1 Z � � E z 0 � 6811 6 ®1 tj N ink SHEET 4 OF 14 a JN 10- 101080 a z° NOTE. TRAIL SHALL BE FIELD LOCATED BY STANDARD PACIFIC HOMES FOLLOWING INITIAL TRIMMING n N & CLEARING OF DEAD VEGETATION. LOCATION SHALL BE TO THE SATISFACTION OF 2 " THE CITY OF ENCINITAS COMMUNITY SERVICES, ENGINEERING SERVICES &COMMUNITY dam " ■ � � DEVELOPMENT DEPARTMENTS. THE TRAIL MUST BE LOCATED WITHIN CITY RIGHT OF WAY z m OR TRAIL EASEMENT AND PRESERVE EXISTING VEGETATION AS MUCH AS POSSIBLE TO MAINTAIN THE THICK DENSE LANDSCAPING ADDITIONAL ATTENTION MUST ALSO BE MADE o o LL TO BUT NOT LIMITED TO CHANNEL CROSSINGS (IF ANY), ROILING REQUIREMENTS ETC... a NO. ■ M Q s AS -BUILT F ENCINITAS ENGINEERING DEPARTMENT DRAWINO z 0 � 6811 6 ®1 tj N ink SHEET 4 OF 14 a JN 10- 101080 0 OU Op L.YM u o 0 a� ST EE SN T 4 r, EE 1 o� t1 SPARTA DRIVE SEE SHEET REVISIONS "AS - BUILT" REV, PLAN q`PROPILE APPROVED I DATE 0 6 �o 1 I REFERENCES I DATE 0 URANIA AVENUE SEE RIGHT 0 HEREON SPARTA DRIVE ECR I SEE LEFT END TRANSITION FROM HEREON ROLLED CURB TO STD. CURB 10' TRANSITION FROM i \ 1 5" ROLLED CURB TO STD. \ 6" CURB & GUTTER PER DETAIL ON SHT. 2 \ 14 7ff'9/ MATCH FL OF BEG. TRANSITION FRO AC CURB & ROLLED CURB TO STD. STD. CURB & GUTTER CURB URANIA A VEN(X — — R /W EXIST RAW y EX. EP D1 EXIST R/W - 10' TRANSITION 3 FROM RC TO STD. 2s CURB (SEE DETAIL m ON SHT. 2) 9 M M M M \ +, O O � O O N U � z CAD n O n p ^ U INLET TRANSITION 18 SCALE: 1 " =20' nR HORIZONTAL: 1 " =40' mo9 PLANS PREPARED NDER� THE SUPERVISION OF � � V 2 No. 45662 DATE: EXP. 12 -31 -02 Gv R . C . E . N0. 45662 VERTICAL: 1' =4' OfVCAUF���� F 10 ESCOBAR, JR. EXP. 12/31/02 s Q Q i =4 14 EX. AC PVMT. AC CURB CURVE DATA TABLE Q DELTA RADIUS LENGTH I TANGENT A 3140'14" 267.89' 148.08' 148.08' B 3140'14" 284.89' 157.47' 157.47' STREET CONSTRUCTION TESB CONST 4" AC COVER 8" CLASS ll AB (STRUCTURAL SECTION TO BE VERIFIED BY PROJECT SOILS ENGINEER.) V CONST. MODIFIED CONCRETE ROLLED CURB PER DETAIL ON SHEET 2 & SDRSD G -4 COLOR SHALL BE EARTHTONE V CONST. MEANDERING DG SIDEWALK PER DETAIL ON SHEET 2. CONST. 6" AC BERM 16 REMOVE & REPLACE EXISTING CURB & AC SIDEWALK AS DETERMINED NECESSARY BY THE CITY OF ENCINITAS. 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE. • 1' =40' CITY Or ENCINITAS ENGINEERING DEPARTMENT PLAN AND PROFILE FOR THE IMPROVEMENT OF SPARTA DRIVE If [ . AS-BUILT DRAWING SHEET 5 OF 1 JN 10- 101080 E a Q N CFI ¢ 0 m m3 � oaf z Qom• N Q N ■ � U r ui N Q W LL ■ O m b 5 z ■ J ■ N ■ Z 0 U obi + } U t + 10' TRANS177ON G 3, 7' FROM RC TO STD. CURB (SEE DETAIL ON SHT. 2) INLET 7RANS17ION 19 SCALE. 1 " =20' 3' OC T OC RIW 10' OC TRANSITION FROM RC TO S7D. CURB (SEE DETAIL TANGENT A 73'19'36" m 277.72' 277.72' B ON SHT. 2) 200.00' 279.65' rn C 68'41'19" 183.00' 219.39' _ _.219.39' \ U t / \. N c+o t �o _ �4 ps J 76 co N INLET TRANSITION 110 SCALE: 1"=20 -15 +i 70 OLYMNu -22 +27.40 CAUDOR STREET (PUBLIC STREET) VE DATA TABLE DELTA RIW LENGTH TANGENT A 73'19'36" 217.00' 277.72' 277.72' B 80'06'54" 200.00' 279.65' 279.65' C 68'41'19" 183.00' 219.39' _ _.219.39' �4 ps J Z O I I N d' O CAUDOR STREET (PUBLIC STREET) VE DATA TABLE DELTA RADIUS LENGTH TANGENT A 73'19'36" 217.00' 277.72' 277.72' B 80'06'54" 200.00' 279.65' 279.65' C 68'41'19" 183.00' 219.39' _ _.219.39' STREET CONSTRUCTION NOTE Ss a CONST. 4" AC COVER 8" CLASS 11 AB (STRUCTURAL SEC17ON TO BE VERIFIED BY PROJECT SOILS ENGINEER.) (D2- CONST. MODIFIED CONCRETE ROLLED CURB PER DETAIL ON SHEET 2 do SDRSD G -4. COLOR SHALL BE EARTHTONE l?J CONST. MEANDERING DG TRAIL PER DETAL HEREON. CONST. INLET TRANSITION PER SDRSD SDC -110 (H CURB PROFILE). 8o- CONST. CROSS GUTTER PER SDRSD G -12 40' 30' 20' 10' 0' 40' s0' AU GRAPHIC SCALE. • 1' =40' A®®Spp ®— BU ILT Wool • SHEET 6 OF 14 a 2 3 N E z s W O a 3 z ao• Ll N LL N n J m u Z N Q OLL � O a _ 4 Z m 5 u 290 Fj J CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL LOCATIONS OF EXISTING SEWER & WATER AT JOIN POINTS PRIOR TO CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. IN ADDITION, CROSSINGS WITH EXISTING UTILITIES SHALL BE POTHOLED PRIOR TO COMMENCEMENT OF WORK. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION NO 5. REVISIONS CL: UI o z z I LINE w L-75 11' q9 o 66 T=38. 00 ' 21 °31'0 2 °o (a) o o � C N WHE7rE COUcLnQj Ilk 33 *Ll �. I �. cv N ATE sTREET� LLIOELYWE LINE •C• cri SEE SHEET 8 SEWER LATERAL TABLE LAT NO LOT SEWER STATION MAINLINE INV (FT) LENGTH (FT) DROP TO MAIN (FT) TAT INV ® PL (FT) SLOPE (7) TO ELEV (FT) DEPTH @ PL(FH REMARKS 7 33 3 +51.37 129.45 25.00 1.2 131.15 2.00 136.06 T91 I 2 32 3 +60.00 129.49 14.00 1.2 131.0 2.21 136.49 5.5 3 34 4 +38.17 130.49 28.05 7.2 134.5 10.02 140.05 5.5 INSTALLED 4' -9" NORTH= 4 31 4 +43.17 130.82 12.20 1.2 135.7 25.25 140.64 5.5 5 30 5 +77.54 136.60 16.36 1.2 140.5 16.50 146.07 5.5 6 29 6 +68.61 137.37 14.00 1.2 141.6 21.64 147.16 5.5 7 28 7 +75.66 138.28 1 14.00 1.2 142.7 23.00 148.23 5.5 8 27 8 +69.88 739.24 14.00 1.2 143.6 22.57 149.77 5.5 APPROVED I DATE "AS - BUILT" (. 11C: __ IAn 14.13 REFERENCES 7--;ATE SCALE HORIZONTAL: 1 " =40' VERTICAL: 1"=4' N i Ni 5 �-.. ..._ R7Y -. - ....: _ TY4BEND PUBLIC UTILITIES EASEMENT & LCWD SEWER EASEMENT PER DOC. NO O 2 00 01- 3 785 74 O.R. DATED 617101 F SEWER LINE 'B' & YROS WAY WATER LINE SEWER LATERAL TABLE LAT NO LOT SEWER STATION MAINLINE INV. (FT) LENGTH (FT) DROP TO MAIN (FT) LAT INV ® PL (FT) SLOPE (9) TO ELEV (FT) DEPTH Q PL(FT) REMARKS 9 26 9 +60.94 141.10 14.00 1.2 144.5 15.71 150.08 5.5 I 10 21 9 +65.94 141.20 25.00 L2 744.6 8.80 150.13 5.5 11 25 10 +25.64 142.42 65.52 1.2 145.9 348 151.43 5.5 INSTALLED 4' -9" NORTH= 12 24 10 +32.71 142.56 63.76 12 146.1 3.67 151.66 5.5 13 22 10 +39.25 142.70 31.16 1.2 145.6 5.46 151.10 5.5 14 23 10 +45.50 142.83 39.58 1 1.2 745.9 4.72 751.43 5.5 `% 5 50' RT 8" DW SEE SHT 4 7 - 9 - 8 8" SS 0 5 10 4 W-� 177 +52.50 T MIT 6 LI E 852 169.46' _ N07'0739 "E 68.08' 8 _ T 18,64' 9 g _,. 7 ._, 0 N142323 "W 01 10 +39.25 51 ' I ESMT. L �S 145.6INV 8 N 1971665.46 CAUDO 10 m E 6742131.81 STREET �+ �? z TYTON X T TON REDUCER (PRIVATE STREET) INSTALLED 4' -9" NORTH= 2 rn� OF F. H.TEE.Q ®w 4 Lo n tn SEE SHEET 8 WATER TANGENT DATA BEARING DISTANCE 6 N142323 "W 169.46' 7 N07'0739 "E 68.08' 8 N07'07'39 "E 52.09' 9 Ni 4 23'23 "W 288.13' 10 N142323 "W 197.10' • RECOMMENDED "I• , DATE: aa-& / DATE: -74^0 40' 30' 20' 10' 0' 40' GRAPHIC SCALE. 1 " =40' CITY m 1 12 ", 16 ", 24 ", 32" OR 48" MANHOLE PIPE TO MAKE REQUIRED DEPTH. FLAT TOP MANHOLE 10" 5" DIAGONAL REINFORCING 6" OR B' FLAT TOP COVER #5 BARS HOOKED AT EACH END (TYP) TOTAL, II JN 10- 101080 E 0 Z G H E 0 0 3 N � F i' i LL tt rc 0 m m o a z Qo• u N LL N n � m z m N Q W LL 0 ■ M z N z a z m z 5 19 OEM J: z a VY nn Jl IIVIY VVVI LIIrV tIIrJ InLL AT END OF EXIST PIPE E 7 44 6 +86.10 162.43 25.00 1.2 166.2 10.28 171.70 5.5 REVISIONS APPROVED DATE REFERENCES DATE SCALE HORIZONTAL: 1 "' 40' VERTICAL: 1"=4' "AS - BUIL'T " NU I L: CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL LOCA77ONS OF EXISTING GAS & WATER PRIOR TO CONSTRUCTION. ENGINEER SHALL BE N071FIED OF ANY DISCREPANCIES IMMEDIATELY. IN ADDITION, CROSSINGS WITH EXISTING UTILITIES SHALL BE POTHOLED PRIOR TO COMMENCEMENT OF WORK. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION. CRETE COURT WATER LINE WATER IMPROVEMENT NOTES# ❑ 0E n LATERAL TdmmLE - L /NE A 2 N7536'37 "E SEWER LATERAL TA LE - UNE C 14 "X8" 5 S GMENT) THRUST BLOCKS (TIP.) CROSS PROP 8" j H PVC 40 30' 20' to' 0 4o So 5 8" FL. X TYTON GV GRAPHIC SCALE: 1' =40' PROP. TRANSITION COUPLING (INSTALL 8'° PVC jAT END OF EXIST. PIPE SEGMENT) 14" FL. X TYTON GV EXIST. NOTE. 14" ACP WATER IS STATIONED USING STREET STAIONS. ETAL wA 9 LAT NO LOT SEWER STATION MAINLINE INV. (FT) LENGTH (FT) DROP TO MAIN (FT) LAT INV ® PL (FT) SLOPE (Y-) TC ELEV (FT DEPTH I@ PL(FT REMARKS 1 41 2 +92.28 139.68 25.00 1.2 144.7 15.28 150.20 5.5 SLOPE 2 42 4 +08.84 144.46 25.00 1.2 150.7 20.16 156.27 5.5 ® PL (FT) 3 20 4 +37.87 146.93 14.00 1.2 152.8 33.36 158.31 5.5 1.2 4 19 5 +44.50 156.00 14.00 1.2 159.8 18.57 165.31 5.5 5 43 5 +66.26 157.84 25.00 1.2 160.9 7.44 166.44 5.5 1.2 6 18 6 +81.10 162.34 14.00 1.2 165.9 16.86 171.49 5.5 152.4 8.91 157.98 5.5 7 44 6 +86.10 162.43 25.00 1.2 166.2 10.28 171.70 5.5 REVISIONS APPROVED DATE REFERENCES DATE SCALE HORIZONTAL: 1 "' 40' VERTICAL: 1"=4' "AS - BUIL'T " NU I L: CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL LOCA77ONS OF EXISTING GAS & WATER PRIOR TO CONSTRUCTION. ENGINEER SHALL BE N071FIED OF ANY DISCREPANCIES IMMEDIATELY. IN ADDITION, CROSSINGS WITH EXISTING UTILITIES SHALL BE POTHOLED PRIOR TO COMMENCEMENT OF WORK. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION. CRETE COURT WATER LINE WATER IMPROVEMENT NOTES# ❑ BEARING INSTALL THRUST BLOCK PER SDWD STD. DWG. P -11 1 N753637"E INSTALL 8" FL X TYTON GATE VALVE 2 N7536'37 "E SEWER LATERAL TA LE - UNE C 00' 3 N7536'37 "E /®- INSTALL 14" FL X TYTON GATE VALVE _ 6 N79'04'03 "E 282 12' PLAN AND PROFILE FOR THE IMPROVEMENT OF o INSTALL 8" PVC PER LCWD STD. DWG. S -11 LAT o SEWER MAINLINE LENGTH DROP TO LAT INV SLOPE TC DEPTH " NO LOT STATION INV. (FT) (FT) MAIN (FT) ® PL (FT) (7o) LEV (FT ® PL( REMARKS �q INSTALL 4" CLASS 150 PVC WATER MAIN. INSTALL 8" CLASS 150 PVC C900 WATER MAIN o 1 40 3 +00.90 140.90 11.24 1.2 142.32 2.00 147.81 5.5 ®- INSTALL FIRE HYDRANT ASSEMBLY W/ CONCRETE PAD PER SOWD. STD. DWG. P -1 ®- INSTALL 1" WATER SERVICE AND 3/4 " -1" DUAL METERS PER SDWD STD. DWG. P -2 0 2 39 4 +09.40 146.16 17.27 1.2 149.7 13.55 155.21 5.5 3 35 4 +36.76 147.49 41.64 1.2 152.4 8.91 157.98 5.5 TAP AND CONNECT TO EXISTING 8" WATER MAIN 2 C N E 3 4 36 4 +41.54 147.72 87.25 1.2 155.5 7.54 161.06 5.5 INSTALL 1" CLASS 150 MANUAL AIR RELEASE ASSEMBLY PER SDWD STD, DWG. P -10 U � m w s 5 37 4 +58.33 148.53 72.01 1.2 155.3 7.74 160.85 5.5 INSTALL 8" X 14" CROSS o n N 0 N 6 38 4 +71.40 149.17 19.37 1.2 152.9 13.06 158.44 5.5 SEWER TANC;ENT DA TA ❑ BEARING DISTANCE 1 N753637"E 155.50' 2 N7536'37 "E 250 00' 3 N7536'37 "E 234,78' _ 6 N79'04'03 "E 282 12' WATER rwfeENT DATA ❑ BEARING DISTANCE 4 N753637 "E 568 86' 5 S7536'37 "W 61.71' 7 N79 04'03 "E 278102' PLANNING IN DESIGN ® CONSTRUCTION _ APPROVALS RECOMMENDED / APP OVED 14725 ALTON PARKWAY BY: BY off..._ BY: l IRVINE, CALIFORNIA w.RBF.com � O ' 949.472.3505 • FAX 949.472.8122 www.RBF.com DATE : `P 26 � DATE o- INSTALL 2" BLOW -OFF CL. 150 PER SDWD SID. DWG P -4. AS - BUILT g Q s° CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING SEWER IMPROVEMENT NOTES# a a p, PLAN AND PROFILE FOR THE IMPROVEMENT OF o INSTALL 8" PVC PER LCWD STD. DWG. S -11 o n INSTALL 4" SEWER LATERAL PER LCWD STD. DWG. S -17 A J ' m " N o � CONSTRUCT 48 MANHOLE PER LCWD STD. DWG. S -3 AS - BUILT g CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING g PLAN AND PROFILE FOR THE IMPROVEMENT OF o SEWER LINE W, SEWER LINE NCO, 6816-1 o J CANDOR STREET WATER LINE, A CRETE STREET WATER LINE N MARAVU CT o SHEET OF 1 � U JN 10- 101080 PROFILE SCALE POP17 1" - An, , t e EWER L "FA CA uDoR s T _ at ATE_ RI MH EX. (767 4 /lV 30 167.76 ou7 CONSPVC SEWER F RcP 5D / F\ 8 9 10 11 12 13 14 lLQT / � k R/W 1 A CONTRACTOR SHALL VERIFY HORIZONTAL / '� O L) + \ AS & VERTICAL WATER PRIOR S NTO�CO I7RUCTTON. ENGINEER SHALL BE NOAFIED OF ANY , DISCREPANCIES IMMEDIATELY. IN ADDITION, CROSSINGS WITH EXISTING l S a D PRIOR T \ / U77LI77ES SHALL BE P07HOLE 0 COMMENCEMENT OF WORK. ENGINEER to SHALL BE NOTIFIED IMMEDIATELY OF 69 -_ A � 1 Q E R�R E M POTEN71AL CON F LICTS PRIi OR TO � / n �JBL LI ONSIUCION.0 00 SEWER EASE V A\ A Al, ENT PER N� V G \ / 2 00} 378573 O.R. DATED 6 INSTALL \ �r - �l 8" PVC X AC e M� RA s / f COO L NSITON / , 15 'LF. _ l I ��, �� �' � S�'p l�� Q � E(\ A '` ' '�; vv . N z• - , „ - i--'�= �- - - EX ° A�C P -- , ,"''° f�`p °� � � u' / , " j ' � i � - � i x.14 AC {i yal- Au ss vq t , / opr ABANDONED A 1 4 N 1 _ a i A. \ r 0 �1LS1 SEWER LATERAL TABLE O LAT NO LOT SEWER STATION MAINLINE /NI! FT LENGTH FT DROP TO MAIN FT LAT /NV ® PL SLOPE 9 TC ELEV FT DEPTH ® PL FT REWRKS 140.00' 1 9 9 +78.03 170.82 25.00 1.2 177.12 20.40 182.62 5.5 o 2 10 9 +83.03 171.03 25.00 1.2 177.38 20.60 182.88 5.5 3 8 11 +21.27 176.05 25.00 1.2 180.44 12.76 185.94 5.5 4 7 11 +26.27 176.15 25.00 1.2 180.49 12.56 185.99 5.5 5 6 11+31.27 _11+36.27 176.24 25.00 1.2 180.54 12.40 186.04 5.5 6 5 176.33 25.00 1.2 180.59 12.24 186.09 5.5 7 4 14 +21.88 181.59 25.00 1.2 183.45 2.64 188.95 5.5 8 3 14 +26.88 181.68 25.00 1.2 183.50 2.48 189.00 5.5 9 2 14 +31.88 181.77 25.00 1.2 183.54 228 10 1 14 +36.88 181.86 25.00 1.2 183.56 2.00 189.06 _L 5.5 SEWER IMPROVEMENT NOTES# �5}0 INSTALL 8" PVC PER LCSD STD. DWG. S -11 5©- INSTALL 4" SEWER LATERAL PER LCSD STD. DWG. S -17 CONSTRUCT 48" MANHOLE PER LCSD SID. DWG. S -3 WATER IMPROVEMENT OT # o- REMOVE EX. 8" GV & CAP EX. 8" TEE 0 71 INSTALL THRUST BLOCK PER SDWD STD. DWG. P -11 �2 INSTALL 8" FL X TYTON GATE VALVE 2@- INSTALL 6" FL X TYTON GATE VALVE S ^� v� \ \t -'• j'c�, CI ` \ \ - INSTALL 8" CLASS 150 PVC 11900 WATER MAIN h t , y p I SEWER LINE "A ®& 40' sd zd is o' 40' so' CAUDOR STREET WATER LINE GRAPHIC SCALE: 1' =40' SEWER CURVE DATA O DELTA I RADIUS I LENGTH I TANGENT A 663849" 1 200.00' I 232.64' 131.49' WATER DURVE DATA O DELTA I RADIUS I LENGTH I TANGENT B 1 67 00'15" "1 211.00' 1 246.75' 139.67' 11 1 2156'23" 140.00' I 5J 61'1 2714' SEWER TANGENT DAT O '[ ❑ INSTALL 1" WATER SERVICE AND 314 " -1" DUAL METERS PER SOWD SID. DWG P -2 BEARING DIS ANCE 1 N75 36'37 "E 23 .78' 2 N0430'17 "W 36.19' N N V [�4 INSTALL FIRE HYDRANT ASSEMBLY W/ CONCRETE PAD PER SDWD SID. DWG. P -1. O '[ Q N E INSTALL 1" WATER SERVICE AND 314 " -1" DUAL METERS PER SOWD SID. DWG P -2 BEARING DIS o a CONNECT TO EXIS77NG 8" AC WATER MAIN N77 3637 "E 3 .19' 4 N04 30'17 "W n N N WATER TANGENT DAT m o 4 BEARING DIS ANCE 3 N77 3637 "E 3 .19' 4 N04 30'17 "W 40 .66' 5 N403405 O {� N 4 INSTALL 1 A CLASS 150 MANUAL AIR RELEASE ASSEMBLY PER SDWD SID. DWG. P -2. 0 7 ABANDON AND REMOVE EXISTING 8" AC WATER MAIN m o 4 8 REMOVE EXISTING FIRE HYDRANT n W - lal INSTALL 8" X 6" FL. TEE a 9�2 - REMOVE EXIST. BUTTERFLY VALVE. INSTALL BLIND FLANGE TO TEE o o A Me • \f dw REVISIONS I APPROVED I DATE I REFERENCES I DATE d SC E HORIZONTAL: 1"=40' VERTICAL: 1' =4' "AS - BUILT" PLAN PREPARE UND R �m N0. 45662 A j CIVIL �_ •„,- ,..,�c0`� FABIO ESCOBAR, JR, 4d 3d 20' 11Y 0' 40' 80' GRAPHIC SCALE: 1'° =40' THE SUPERVISION OF DATE: (P/11/;/ R.C.E. NO. 45642 EXP. 12/31/02 CONSULT N[3 PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618 -2027 949.472.3505 • FAX 949.472.8122 • www.RBF.com RECOMMENDED DATE: (OIL 6/0 I DATE: b-2Z4-0i CURVE DATA TABLE Q DELTA I RADIUS LENGTH TANGENT A 16'4 '05" 90.00' 26.37' 13.28' B 15'5 '16" 90.00' 24.98' 12.57' C 4'41'04" 500.00' 40.88' 20.45' D 1'40'30" 500.00' 14.62' 7.31' E 513.x'54" 22.50' 20.25' 10.87' INSTALL 10" RCP (D —LOAD CLASSIFICATION PER PROFILE). o- INSTALL 48" RCP (D —LOAD CLASSIFICATION PER PROFILE). CONST. CURB INLET TYPE C PER SDRSD D -3. CONST. SYLORM DRAIN CLEANOUT TYPE A PER SDRSD D -9. CONST. ONG TYPE HEADWALL PER SDRSD D -34. o- REMOVE 401?770N OF EX. 18" RCP & EXTEND ® CONST. C NC. LUG PER SDRSD D -63 o- CONST. PPE COLLAR PER SDRSD D -62 t4 CONST TRANSITION STRUCTURE RCB TO PIPE PER STD APWA 342 -0. W17H REINFORCING PER CALTRANS STD PLAN D80. CONST. ONG TYPE HEADWALL PER SDRSD D -35. PLAN AND PROFILE FOR THE IMPROVEMENT OF MMAVU m TRACT NO. - E 0 Z o_ F It I- W Z 0 u Z N Iff 19 Z Z Z j 'a E d m Z O < 3 ¢_ i J Z ¢ ¢ N O N r a m SUS wp LL N N M n E7 ■ h J ■ ■ Z a E) AS- 10 11 12 13 10 11 1,, 0 . SPARTA DRIVE CAUDOR STREET REVISIONS I APPROVED I DATE I REFERENCES I DATE � SCALE HORIZONTAL: 1"=40' VERTICAL: 1' =4' 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE: 1' =40' EscuBq� �F PLANS PREPARED ND R THE SUPERVIS17N OF Z No. 45 DATE: 9� '.12 -31 -02 ��'�" R.C.E. NO. 45662 e OF CAUF FABIO ESCOBAR, J EXP. 12,31 02 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618 -2027 949.472.3505 • FAX 949.472.8122 ■ www.RBF.com CURVE DATA TABLE T n E a� DELTA RADIUS LENGTH TANGENT 814454" 1 22.50' 32.10' 19.47' STORM DRAIN NOTES: INSTALL 18" RCP (D -LOAD CLASSIFICATION PER PROFILE).' ©6 - CONST. CURB INLET TYPE B PER SDRSD D -2 CONST STORM DRAIN CLEANOUT TYPE A PER SDRSD D -9.j o- CONST. STP41GHT HEADWALL TYPE B" PER SDRSD D -32. li RECOMMENDED // AP[ BY:��d�'- _ BY: DATE: - 2.('O/ o I - DATE: 6-7,b-01 WY 9F ENCINITAS ENGNEERING DEPARTMENT PLAN AND PROFILE FOR THE IMPROVEMENT OF AS - BU LT 6816-1 SHEET 11 OF JN 10- 101080 E CL Z 0 T n E a� 3 0 0 u a � m � O a Z R 0 z rn N Q W LL 0 ■ o N m � n Z 5 k Z z ■ J k ■ N ■ I o i CID I i r REVISIONS "AS —BU APPROVED i ,llr �Q !j 00 / I � f DATE I REFERENCES r f tI 1 f f w �w DATE � SCALE HORIZONTAL: 1 "=40e No. 45662 PLANS PREPARED FABIO ESCOBAR, JR f f f JANUOLAJ 1 GIIJ 1. J I RIr11YV _ AS NECESSARY APPROVALS A. SIGN VG AND STRIPING SHALL CONFORM TO JULY, 1992 CAL TRANS TRAMC MANUAL, OCEMA (PFR ) 1996 STANDARD PLANS, THESE PLANS AND THE SPECIAL PROVISIONS SEE CAL TRANS STA ARD PLANS A20 (A —D) & A -24 (A —E) FOR STRIPING DETAILS, INCLUDING INSTALLATION OR OVAL OF RAISED PAVEMENT MARKERS (SEE SPECIAL PROVISIONS). EXA T LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE AGENCY PRIOR TO P IIN TING. B. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. G7 SIGNS SHALL BE WHITE LETTERS WITH GREEN BACKGROUND. PARKING RELATED SIGNS SHALL BE 12 "x18" C. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBE (7ELESPAR) IN ACCORDANCE TO 714E 1996 OCEMA (PFRD) STANDARD PLAN 1417. D. ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CAL7RANS SPECIFICATIONS E. SEE.. JJ--TRAFFIC SIGNAL PLANS FOR ADD17101VAL SIGNS F. SIG SHALL BE INSTALLED ON STREET LIGHT POLES WHERE APPLICABLE AS IRECTED BY THE ENGINEER. G THEi MOPLASRC SHALL BE USED FOR ULTIMATE CONDI710N. ALL PAINTED STRIPES AND MARKINGS ON INTERIM NEW ASPHALT PAVEMENT SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. H. STRgT NAME SIGNS SHALL BE PER CITY OF SAN DIEGO GREEN BACK WITH WHITE LETTERING FORT PUBLIC STREETS, WHITE BACK WITH GREEN LETTERING FOR PRIVATE STREETS ® EXIS71NC TO REMAIN. RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. IS ) FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE) RL) RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. RP REMOVE ALL EXIS71NG CONFLJC71NG TRAFF7C STRIPING, MARKING OR ARROW (IN BLOCK FORM) AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. ( ) PAINT CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. PM PAINT PAVEMENT MARKING OR ARROW AS NOTED. LEGENDS SHALL HAVE 50' SPACE TO NEXT LEGEND UNLESS N07ED 07HERWISE. SNSI STREET NAME SIGN (SEE STREET IMPROVEMENT PLANS). SIGN (ONE POST) SIGN (TWO POST) p SIGN (ON STREET LIGHT OR SIGNAL POLE) AS -BUILT DRAWING NO. • V f f E Z n E3 _v of ■ Z om w 0 N N ■ 0 o (9 Z_ Z a Z ,a J 0. SHEET 12 OF 1 ,av nn �n�non 2 Q N E O ry U ao m 9 N Q Z � � O Q 3 Q C m N O N h Q W v U c�i a W z 0 M n M U WATER QUALITY BA r%IA/ Ay n if 2 WITH 318" BOLT ATE ASSEMBLY DETAIL TOP OF SLOPE �- EXISTING SLOPE 128.0 TOP OF RISER o CONNECT TO EXIST. 24" 122.6 RCP OUTLET FLOWLINE OF — — OUTLET PIPE FLOW O O SET TEE SECTION IN WET CONCRETE FOOTING & TROWEL INSIDE TO DRAIN -11 WATER QUALITY STORM DRAIN NOTES. ®— CONST. 36" OVERFLOW RISER PER DETAIL HEREON. Q- CONST. 72" OVERFLOW RISER PER DETAIL HEREON. EE GRATE ASSEMBLY DETAIL. CONSIST OF ROCK HAVING A DRY CONST. WATER QUALITY INLET AND DEBRIS RISER PER DETAIL ON SHT. 14 RIP -RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURFACE WITH PORTIONS EXTENDING 3 "t CONST. ENERGY DISSAPATOR PER DETAIL HEREON. SURFACE. 3 6" RISER DIAMETER ®— CONST. GROUTED RIP -RAP PER DETAIL HEREON. BY WEIGHT WT LBS. EXIST. 48" 100 400 -500 CONST. WALL PER SDRSD STD. DWG C -9. 50 175 -300 wl RCP 42 — CONST. 6' CHAIN -LINK FENCE. RAP DETAIL CONST. ACCESS GATE. 0 44 INSTALL 12" RCP (D- 2000D) DRAIN PIPE PER PLAN \ o- INSTALL CLEANOUT. o of — INSTALL 4" AC ACCESS ROAD z m \ TOE OF SLOPE o- REMOVE EXISTING HEADWALL AND PORTION OF 48" RCP AND JOIN OVERFLOW RISER TO EXISTING PIPE. ~ � REMOVE EXISTING HEADWALL AND JOIN RISER TO EXISTING 24" RCP. x 72" DIA OVERFLOW RISER LL STD. CSP 18" RCP \ SEE DETAIL HEREON FUTURE 6' HIGH SOUND WALL PER LANDSCAPE -- H ARCHITECT PLANS ` — 122.8 INV ✓4 - - N MIN. ANCHOR BLOCK MIN. 5 SACK /C. Y. CONCRETE OR METHOD APPROVED BY BUILDING OFFICIAL REVISIONS "AS'- BUILT" APPROVED DATE REFERENCES DATE SCALE HORIZONTAL: 1 " =20' / s' DAYLIGHT / / /EXISTING GROUND ��e7�1�ri�l I 2' ABOVE PAD MAX RIP RAP 3' MIN. VERTICAL UP 2.1 SLOPE TYPICAL SECTION RIP -RAP RIP -RAP SHALL CONSIST OF ROCK HAVING A DRY WEIGHT NOT LESS THAN 160 LBS. PER CU. FT. ALL RIP -RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURFACE WITH PORTIONS EXTENDING 3 "t ABOVE FINISHED SURFACE. I RIP RAP % LIGHTER BY WEIGHT WT LBS. EXIST. 48" 100 400 -500 -18" RCP I� 50 175 -300 wl RCP 15 50 -125 RIP RAP DETAIL I T M T. S, 2.1 SLOPE I L— I I �I I I LL EXIST. 48" -18" RCP I� I wl RCP 3 I W 0 of L I o of — z m 1L � J x 72" DIA OVERFLOW RISER LL SEE DETAIL HEREON 4' CHAIN -LINK FENCE TOP OF SLOPE (APPROX. 130.0) CONNECT TO EXIST. 48" RCP OUTLET SET TEE SECTION IN WET CONC. FOOTING AND TROWEL INSIDE TO DRAIN PLAN �EE GRATE ASSEMBLY DETAIL FOR 127.0 TOP OF RISER 72" DIA OVERFLOW RISER f - SEE DETAIL HEREON STD. CS TEE �-- 18" RCP INLET P p CURB LINE 10' CHAIN -LINK FENCE 2% MIN 1 N. T. S. PROFILE SCALE HORIZ. 1" = 40' VERT. 1 " = 4' N 314" CHAMFER I I I I I I I I I 3' -2" 1 I— — — T_ - -1 7- - -1 - - -F I I I RG7P I I � I I I I 6" 4' -4" PER CALTRANS MANUAL STD. PLAN NO. D -89 SECTION "H —H" FRONT ELEV. SINGLE HEADWALL N. T. S. DISSIPA TOR BLOCKS N0. 4 BARS AT 12" O.C. (TIP.) Ir 1 BLOCK HIGH (TYP.; " 16" RCP 4" 12" 4 -4" r 4" ANCHO __r ASSEMBLY SINGLE HEADWALL- !- T ® 20' PERSt E ELEV. ABOVE 16" STD. D87A • • • • aLOCx16" HIGH �2' -10" 8" 1' -10 "� 8" I �— 1 BLOCK HIGH (TYP. BLOCKS -2 HIGH L H f DAYLIGHT - N0. 4 BARS AT SINGLE HEADWALL- r 12" 0. C. (TIP.) `ooF 6' -4" 18 6 "x6%10x10 W.W.M. RAP i I I I I T JOIN 6" g° J t 6 "i i rr• �— t 45' 2 2 -O "� ' NOTE: ALL, CELLS TO BE 12" 12" PCC 3250 psi GROUTED SOLID. PROFILE VIEW 39 ENERGY DISSIPA TOR DETAIL (BASIN "B") N.T.S. E ai LL ] rc a N 3 m zm o a 0 i m z m � m x W LL NoText