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2005-9336 I (Plans)M1 GENERAL IMPROVEMENT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE 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 STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 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 ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER 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: (800) 422 -4133 9. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL WATER SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF WATER PIPING AND APPURTENANCES CONTACT THE SAN DIEGUITO WATER DISTRICT. TELEPHONE: (800) 422 -4133 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 11. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS '. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133. 12. 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. 13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE). 15. ALL LUMINAIRES SHALL PROVED TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 16. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. - PHONE NUMBER 633 -2770. 17. 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. 18. 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. 19. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. 20. ALL WORK SHALL BE DONE IN A 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). FIRE DEPARTMENT NOTES: 1. CONSTRUCTION MATERIALS (LOTS 5, 6, 7, 8): PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS FOR LOTS 5, 6, 7, AND 8 SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT. A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 2. OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. Ibylra LA COSTA Z n i n PACIFIC OCEAN tI T�UCi VICINITY MAP NO SCALE REVISIONS AVENUE I APPROVED DATE 5 N I, 9117 -I LWD SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR 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 MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U11UTIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 20, CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD 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, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SUR MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN LICENSED SURVEYOR TO RE- ESTABUSH AND RECORD THE MONUMENT CHANGE STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY I WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR NEW SEWER SHALL NOT BE LWD SEWER NOTES CONT'D 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN 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 LWD 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 LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY 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 ACCEPTABLE 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" BUM 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 BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4 FEET DIAMETER FOR PIPE UP TO 15" DIAMETER PER LWD STD DWG S -3. MANHOLES SHALL BE 5 FEET DIAMETER FOR PIPE 18" AND LARGER PER LWD STD DWG S -4. 40. MH'S SHALL BE LINES WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE LINING SYSTEM PER SECT. 500 -2 OF THE GREENBOOK FOR 1) ALL NEW MH'S; 2) ALL EXISTING MH'S WITH NEW CONSTRUCTION; AND 3) ALL MH'S W/I 1,000' DOWNSTREAM OF A FORCE MAIN DISCHARGE TO GRAVITY SEWER. DECLARATION OF RESPONSIBLE CHARGiSUCH THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PMED tAND HE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDAAND ICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURAGTHAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE THE S AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THGINEEEES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY NCINOF THE TECHNICAL SUFFICIENCY OF ADEQUACY OF THE PLANS OSIGN, IT THEREFORE DOES NOT RELIEVE THE ENGINEER RESPONSIBILITY FOR PLADESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREEINDEAND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERSTS, MPLOYEES FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOFROM NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND ER TS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE UCH Y AND EMPLOYMENT D ARISIN OUT OF THE WORK PERFORMED BY THE ENGINEE R. 9Y: Pkr6: t7•IS Il � rt0. 1051 Z4' [Ok$1k4 LItND SOLI!(IoNSi I0G• 57? SGGwD $'LIr�3( EWeINI•rm IC*° g2at4 ('?do) no- (POW SAN DIEGUITO WATER DISTRICT WATER NOTES WORK TO BE DONE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARD OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 1. CITY OF ENCINITAS STANDARDS 2. CITY OF ENCINITAS GRADING ORDINANCE 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE 3. THIS SET OF PLANS BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC., DATED FEBRUARY.4, 2004. TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. 7. LEUCADIA WASTEWATER DISTRICT STANDARDS AND SPECIFICATIONS 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR LEGEND EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION DESCRIPTION DWG. NO. QUANTITY SYMBOL OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR STREET IMPROVEMENTS 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. A.C. PAVING AND BASE ( ... SEE GENERAL NOTE NO. 2). ...10,770 S.F. _ _ _ ..... :- = - -- - -- 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. A.C. OVERLAY . . . . . . . . . . . ... . . . . . ............... .4,800 S.F ------- . _-:-:-:-:-:-:-_-:-:- 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS 6" CURB (0" HT x 15" DEEP) .... G -1, G -10 . - - - _ _ _ _ _ _ _ 1,140 LF........... RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT CONCRETE DRIVEWAY. G -14A SF, ° TO THE SAN DIEGUITO WATER DISTRICT OFFICE. . . ............ .1,990 (W /0 2:1 TRANSITIONS) ......... _ 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS CONCRETE GUTTER . ......... - G -12_ _ _ _ _ _ _ _ _ _ _ _ _ 1,430 S,F........... COMMITTEE (WASC) SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS GRAVEL PAVE_ _ _ _ - - - SEE DETAIL SHEETS 2 AND 3...... 2,460 S.F. _ _ . _ ...... IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. GRASS PAVE SEE DETAIL SHEET 4. S.F. 13. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. ..... .......... .862 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE D.G. SIDEWALK . 2,275 S.F... O A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE STREET NAME AND STOP SIGN. R -1 1 EA. LIMITS OF THIS PROJECT. _ ......... . 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE "NO PARKING ALLOWED" SIGN -26F_ EA.............. PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING . ... .R _ _ _ _ _ _ _ _ ______ _4 OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER "NOT A THROUGH STREET" SIGN.... W -53 . ...... . . ...... 1 EA.............. WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED STREET SURVEY MONUMENT -M-10. .. . . . . ........ 1 EA............. _ A BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE TRENCH RESURFACING. OF ENCINITAS STD DWG_ 185 LF- WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW .... .CITY - - - - - - - - - DEVICE ARE RESPONSIBILITY OF OWNER. 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND TYPE 'F' CATCH BASIN .......... D-7_ . . . . .......... .1 EA. _ _ _ _ _ - _ - - - = SAN DIEGO GAS AND ELECTRIC VAULTS. TYPE 'A -4' CLEANOUT_ .. _ . - . _ _ _ _D -4 - - - - - - - - - - - - - - - -1 EA. - - - - - - - - - - - - - O 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR RELOCATING ANY EXISTING WATER 18" R.C.P. STORM DRAIN (D -1350) -60 186 L.F......... FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT IS AFFECTED BY ..D . ....... . . . . . . . - - - THEIR PROJECT. SEWER IMPROVEMENTS (LWD SEWER) 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN 8" P.V.C. SEWER MAIN SDR -35 3-11 8" ) 547 L.F------------ -S DIEGO COUNTY WASTE DIVISION. .. . 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH SEWER MANHOLE _ _ _ _ _ _ _ _ _ _ _ _ _ S- 3................ -2 EA. _ .......... . M.H. O DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLEC1ION 4" P.V.C. SEWER LATERAL S -17 - - - - - - - - - - - - - - - - - - - - - 9 EA. - _ - - - - - - - - - - - COUPLINGS. USE 9.5 FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS SEWER CLEANOUT _ _ _ _ _ _ _ _ _ _ _ _ _ S -81 S -9. - - - - - - - - - - . - 3 EA. _ _ _ _ _ _ _ _ _ _ _ _ -0 WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END _ CONCRETE ENCASEMENT- S -15 5 EA. PIPE LENGTH TO FORM A C HORD. USE DEFLECTION COUPLINGS ON EACH END OF THE - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII E FEET. SENLFEET NOTBE DUNESSSP CIIFICALLYAUTHORIZED BY DISTRICTS RE REPRESENTATIVE. WATER IMPROVEMENTS (SAN DIEGUITO WD WATER) 8" P.V.C. (CLASS 200)...........WP -01, WP- 02........ 136 L.F .. W R/W R/W WATER MAIN _ _ _ _ _ _ _ _ _ 50' 4" P.V.C. (CLASS 200)_ _ _ . _ _ _ _ _ - WP -01, WP- 02 .... .... ll� L.F. _ _ _ _ _ ..... . W WATER MAIN 25' 25' 1" WATER SERVICE ....... . . ... .WS -01, WS -09. ....... .9 EA. _ _ _ _ ......... rr 2.5' 5 1 S' 12' 2'f 1o't 12'1 13'1 2" MANUAL AIR RELEASE ASSEMBLY WA -Ot 1 EA � PLANTING STRIP .... .... . WALKWAY 6" ELEV. SHOWN " -♦ OWNER CERTIFICATION 2� ON PLAN 2 BLOW -OFF ASSEMBLY ............ WB -01 . .. _ . _ _ _ _ _ . 1 EA .............. I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVMENTS SHOWN I 2Z 3- I 3- - 27 t 8" WATER CONNECTION . ........... _ ......... 1 EA ............ . ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS �.. AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH 2 "x 8" REDWOOD " ° a - - -- �� i HEADER - - -- 8" GATE VALVE (G.V.) WV- 01............ l EA--- - - - - - - - - - - - WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, f SAW CUT IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH NEW A.C. PAVING AND BASE THIS PROJECT OR UNDER MY CONTROL. MIN. 4" D.G. SIDEWALK OVER 4" CLASS II PER CITY STANDARDS 6" FIRE HYDRANT ASSEMBLY ..........WF -Q1 ............ 1 EA_ _ _ _ _ _ _ _ _ _ _ _ _ BASE COMPACTED TO 90% GRAVEL PAVE AC RESURFACING -1 ew odl&S� LP % OR EQUAL, SEE MIN. A AC OVER 1i 6" CLASS II AB, T.I . =6.0' (SEE SPECIAL G ��- a /6 /, DETAIL SHEET 3 NOTE ON SHEET 3) CONCRETE THRUST BLOCK ...........WT -Q1 ............ 3 EA______ _ _ _ _ _ _ _ _ 7 6" CURB (O" HT x 15" DEEP) FUTURE WATER IMPROVEMENTS (SAN DIEGUITO WD WATER) JOMN , Au1MoRrLtP kee.rr vk 6 TYPICAL SECTION- ANDREW AVENUE ^ NO SCALE 8" WATER CONNECTION . ........ . .......... . . . . . . . . 1 EA........ _ _ - _ _ _ 5lla oomoj 1-P Q990 rAVgp (LI (A /L�MI S'fE, zoo R/W " 570 0lobbOr Ck 121 R/W to. 8 GATE VALVE (G.V.) WV -01 _ _ _ _ _ - . - - - - . l EA- - - - - -- - -- - - - - - tN• 00• ( Osb) 52b•(t5a1 47' TO 54' ;1:�1�1_�1 Z:Z�7_1t•Z�l �:i I I dN7� I [�wL, I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENT AS SHOWN ON THIS PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR CITY OF ENCINTAS TRACT NO. 04 -066 AND THE STANDARDS FOR PRIVATE STREETS 12 GATE VALVE (G.V.) . .......... WV -01 _ _ _ _ _ ....... 2 EA ......... . . . . . 2T 20' To 2T 2" MANUAL AIR RELEASE ASSEMBLY ... WA -01 _ _ _ _ _ _ . _ .... 1 EA ......... . . . . . A 4.5' 5' 5' 12' 1 _• 2't 1 10'1 I 121 13'1 2" BLOW -OFF ASSEMBLY ............ WB -01 _ . _ _ - .. _ - - - 2 EA ............. . PLANTING STRIP WALKWAY 6' ELEV. SHOWN 2. ON PLAN nA(e' IS II il_I- 2% 3; I r33_„ �f 2 "x 8" REDWOOD titer -SAW CUT - J CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL PUBLIC WORKS DEPARTMENT HEADER NEW A.C. PAVING AND BASE MIN. 4" D.G. SIDEWALK OVER 4" CLASS II PER CITY STANDARDS ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED GRAVEL PAVE AC RESURFACING BY DISTRICT ENGINEER. BASE COMPACTED TO 90% MIN. 4" AC OVER OR EQUAL SEE (SEE SPECIAL no AS - bLMLTS �lr v4L /2 _Z3_13 :r &Slay ORS DATE � SENCH MARK SCALE PER NORTH COUNTY VERTICAL CONTROL '. BOOK, NO OC 0145 LOCATED ON LA COSTA AV, BRIDGE OVER AT &SF RR ON HORIZONTAL N/A SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH VERTICAL N/A SURFACE, ELEVATION = 59.308 BY: DATE: ol0 12'j ��sJ SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED LEUCADIA WASTEWATER DISTRICT I SAN DIEGUITO WATER DISTRICT BY:. V6aef 7- STEVEN L. DEER M, RCE 26514 DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED PLANNING AND BUILDING DEPT BY: DATE: 22 BY: cj 04- DATE: - 71191nS IATURE EXPIRES 2 YEARS FROM DATE SIGN PLANS PREPARED UNDER SUPERVISION ELF DATE �r15II R.C.E. NO, (p512� S(EV1SlJDIV65 EXP, DETAIL SHEET 2 6 CLASS II AB, T. . =6.0 NOTE ON SHEET 2) 6" CURB (0" HT x 15" DEEP) TYPICAL SECTION - SHERIDAN ROAD NO SCALE ENCINITAS FIRE DEPARTMENT BY: DATE: / u SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED APPROVALS Yl /I 14V i -A4"5 D° LEGEND ITEM SYMBOL EXISTING WATER MAIN- ------------- - - - - -- - W EXISTING WATER SERVICE AND METER- - - - - - - - - - - EXISTING FIRE HYDRANT-- - - - - - - - - - - - - - - - - - - SITE ADDRESS: 290 ANDREW AVENUE EXISTING SEWER MAIN ENCINITAS, CA 92024 EXISTING GAS MAIN .................. . .... G EXISTING FIBER OPTICS- - - - - - - - - - - - - - ------- Lo a LEGAL DESCRIPTION NOTE: A PORTION OF THE SOUTH HALF OF SECTION 33, TOWNSHIP 12 1) QUANTITIES SHOWN ABOVE ARE FOR PERMIT SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY PURPOSES ONLY AND ARE NOT TO BE USED OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED FOR PAY QUANTITIES.. STATES GOVERNMENT SURVEY APPROVED OCTOBER 25, 1875. ASSESSOR'S PARCEL NUMBER: 216 2) ALL OVERHEAD UTILITIES- EXISTING AND ®" PROPOSED SHALL BE INSTALLED UNDERGROUND CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N IMPROVEMENT PLANS F ❑RI CITY OF ENCINITAS TRACT NO. 04-01"606 9336 -1 290 ANDREW AVENUE WORK PROJECT NO, ISHEET 1 ❑F 5 V J� \ C \ v V Q Wc4z z Ld Ld ra(Yz LDI=)ID z A Z Ld Q 0- CONSTRUCTION NOTES: 1. PRIOR TO WORK ON PRIVATE DRIVEWAYS, CONTRACTOR TO COORDINATE WORK WITH PROPERTY OWNERS. 2. CONTRACTOR TO VERIFY LAYOUT AND DIMENSIONS ON SITE. FIELD ADJUSTMENTS MAY BE NECESSARY TO PROVIDE A SMOOTH TRANSITION TO EXISTING DRIVEWAYS. 3. CONTRACTOR TO VERIFY TOP OF EXISTING DRIVEWAY ELEVATIONS PRIOR TO FORMING OF CONCRETE OR AC DRIVEWAYS. 4. CONTRACTOR TO POTHOLE EXISTING SEWER AND WATER MAINS PRIOR TO CONSTRUCTION OF NEW UTILITIES. 5. IF ANY EXISTING LANDSCAPE, IRRIGATION, MAIL BOXES AND /OR OTHER PRIVATE APPURTENANCES ARE DAMAGED OR REMOVED DURING CONSTRUCTION, IT SHALL BE REPAIRED AND /OR REPLACED IN KIND BY CONTRACTOR. lL 7 U H ���������lTf �l)♦��1f+�i[?D ��' ���������a������R�i��rram�a��������li�; �����r ����wl; �ar���������r •_•i�����a�����ill■�r v����ir�s> a��© � ■��������i�������1�.���_� - - - - -- 1 T 1 n n V100 3 S ^ ^ APR X. OC TIO o /L E / !� klu D mr-pu 'T IN F S RB a � » 8' x w CO rn P TH E EXI TIN 6" AC WATER MAI A D A A S GEE A N (A t0 31tonm -- X X W tv LL HA B R LO ATE OM WA R ME R 0 " AIN. 4 +00 5 +00 6 +00 7 +00 8 ±00 EXIST. 15' PUBLIC STORM � � LEXIST. � DRAIN EASEMENT PER w SN IDAN_H09I2,�TA. 6 +47.95 l� EXISTING ELECTRIC L MAP 14763 20' PUBLIC _ STA. 6 +39.95 NOTE'• FOR TYPICAL j '1 ulAat whY 14L5 r SERVICE POLE TO �@ 2 ® SEWER EASEMENT LV TEMPORARY WATER CONNECTION v SECTION BETWEEN 7 +00.55 STREET $URV" MONUMENT' �. RELOCATED W w . T4 1 -8" FL. TEE, 1 -8" FL. x TYTON G.V.1 2 -8 "x 6" AC x PVC d` TO 7 478.55. SEE SHEET 3 1 J / / )� fl�\ r) -I �� -1 J v PER M -t0 EXISTING CABLE LO ADAPTERS W/ RESTRAINER GLANDS 0 PVC SIDE, AND 1 -2" B.0 OTHERS +.1 EXIST. TYPE F' C.B. INLET J 1r I I �L RISER TO BE RELOCATED _ STA. 3 +05.22 / -r r -r _ , BY OTILRS (CONTRACTOR IS REQUIRED TO VERIF WATER RIM EL. 79.12, FL 78.0 &Z L DT , L J J 1 Q i J r J LINEII DEPTH PRIOR TO START OF CONSTRUCTION.) - STA. 8+35.32 SHERIDAN ROAD= IE 75.8 O ? I \ DEVELOPER IS RESPONSI LE FOR FUTURE ULTIMATE WATER EXI ING STA. 13+87.24 ANDREW AVENUE IE 74.80 OUT } / L� �' IMPRP, ,t�TS IE. CONN TION OF 8� WATER LINE WITHIN TO <gE RELOCATED A 0 2 CONNECT TO 51E�VRT W4Y _,,;°TO NEW \12" MAIN ON SHERIDAN ROAD. BY OTFCERS EXIST. M.H. (N0. 03 -0800) STA. 4 +62.00 IMPROVEMENTS INCLUDE: 1 -1 x 8" F TEE, 2 -12" FL x EXIST. EXIST. C. B. S1 2 �" �' -- -- TYPE F' CATCH BASIN PO Pp.V.1-8"�F,L x PO G.V. 1 2" ,MAR, AND 2 -2" F1 r% F.H. \ �� i� EXIST. M.H. a EXISTING 0" SEWER C.O. - -- - - TA. N0. 03 -0931 CONC. CURB - EXIST. 2" HP GAS MAIN "} 6 STA. 3 +14.88 40) PORTION Of EXISTING 6" o0 W 3 +0 W - - - -- - - - : - : : - : - : - : : : AC BERM ANO t?ORTKIN 0 - + - _ (LWD N0. 03 11 - STq. -4 +72- - - - - • : - : i� - - e^.i - 70 BE.AEIANDONED _ T1�7 +96,50 . . . . . x+00 W yV - - IN : €X157. -6 " -WA DF:M/4SONRY RETAINING : :gT 7+ `r - �S 5 P3 `. 855: :T = ,W - . . S --- -7- - - -- _ - L I�DD-R�EidA1N +- - : -STA 7 2 : TA 7 +41.50. . W: : : 0- XIST. 8 SEWER hER 1365 -I. _ _ _ = -1: _.r . - - - - 9+00 "PIVC PROPOSED - EDGE :- -: -�:-- - _ _ _ _ _ _ _ _ t� E t1 A _ _ _ ry SHEfIt?Al�l : RE A E I IN c _ _ _ _ _ _ 1 Q 4f: 11 .-.OFASPHACT-:- :.---- ::.. -.- - - - ti - - - :DR1 T - Vf3,MY 0 A Fl - c0 - - PCR - TC N EC T 095 - -� - �- 0 - - �T: = - - -. _- ----_6 : : -- �6 +84395 .. . ' : i�OR:7t99i2 .. - . EXIST V Q r� vl -0 �_ :•:iii : . > �-G- `r`•` - - -OHU- v _ m �r •aa - O- 0 .N. ♦Q -O U` h z 2" M.A.R. Z o w a . co o I A o EXIST. OVERHEAD ry �- :- } c� a n UTILITIES TO REMAIN 1 �' 2 ai N 6 EXIST. +� AND ANCHOR �- Q TO REMAIN Q o < 3 PROPOS "HP GAS ° ^- ui cii w "¢ EXISTING! 2" HP GAS • �' '' ' � tO F w STA. 7 +73.69 o w • ' ' ' `�' Gig cA rn OFFSET 16.32' RT _� �- a w o r'\r N6 rrjrl /�L aIV)a_ 3_ CA Z R ' 3 2 3 =oc ; 1Z: pJ\JI F PORTION OF EXISTING • t = AC BERM AND PORTION ❑ CUR13 DATA NO DELTA BRG. RADIUS LENGTH REMARKS - 74'l7'2S" 3 1 4539' ta N ^ s 2 W 9 W N 2 + cli F r N STA. 3 +10.33 q may^ n N - TYPE A' CLEANOUT 4 vi W fi z S M N I $TA +46.00 / EXI .GAS <o I 1 TYPE'Y C.B. PER EXIST. P.P (#P202748) LATERAL TO BE REMOVED el - DWG. NO. D -29 TO REMAIN " 6 F) r r� �I STA. 4+45.95 :5 SEWER C.O. 0 10 20 40 80 I 1 J J ,' J OFFSET 1 0' RT RIM ELEV. 79.41 DELTA BRG. RADIUS L i PROPOSED 2 NP GAS XIST. OVERHEAD I.E. 73.42 4 UNDER WATER SERVICES SERVICE TO BE q SCALE. / "-20P REMOVED 1 N 2 - 3 32.02' 1 MIN. 4" D.G. SIDEWALK SPECIAL NOTE: OVER 4" CLASS II BASE PEA GRAVEL WITH 1/2" R/W COVER OVER CUPS COMPACTED TO 90% 7 2 EXISTING PAVEMENT ON SHERIDAN ROAD TO BE CORED 4.5' 5' 5' 6" 1 SHERIDAN ROAD AND TESTED BY SOILS ENGINEER FOR STRUCTURAL 1 37.03' 1 1 ^ QUALITY TO MEET MINIMUM CITY STANDARDS. IF IT DOES PLANTING STRIP WALKWAY If NOT MEET CITY STANDARDS, THE DEVELOPER SHALL 8'3 2.5' If 25 1 REMOVE THE EXISTING PAVEMENT AND PROVIDE NEW AC ^ y AND BASE FOR HALF THE WIDTH PLUS A MINIMUM OF SOUTH OF THE CENTERLINE. OTHERWISE, PAVE AND GRAVEL PAVE 10' Z% OR EQUAL r," \ *' + •r 2% TO 47 - - -- /, o °o j 'o OVERLAY AS SHOWN ON TYPICAL STREET SECTION ON SHEET 1, AND /OR AS RECOMMENDED BY SOILS ENGINEER. :'' ' ' • t'• moo° o o ^ 0,+oT O �oo�� 3" 2% - A °O `v 6 "MIN. 15" 8 /Q` ®QPtJFESS R. REDWOOD J� j F� HEADER 6" MIN. CLASS II AB Imo!' • _ 1 6" CURB (0" HT x 15" DEEP) 4' ' 111 (P ,1"111 -t' - COMPACTED SUBGRADE,1 T FABRIC ATTACHED No. 65124 95% MODIFIED P OCTOR ,1 ,111 TOBOTTOMOF GRAVEL PAVE �p GAS SHERIDAN ROAD GRAVEL PAVE DRAINAGE DETAIL C1Vll NO SCALE 01 Cr1110' (GRAVEL PAVE 1- 800 - 233 -1510) SEE MANUFACTURE'S SPECIFICATIONS FOR INSTALLATION REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 1 ADDITIONAL AC WIDENING AT L 1365 -I, 9117 -I PER NORTH COUNTY VERTICAL CONTROL BOOK, NO ❑C 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ❑N • SW CORNER OF CONCRETE WALK HORIZONTAL 1' =20' NE CORNEROF INTERSECTION OF ANDREW AVENUE AND SHERIDAN ROAD AODC.B. STANDARD DISK FOUND FLUSH WITH SURFACE. ELEVATION = 59.308 VERTICAL 2 ADD PROPOSED 2 HP GAS ey, ,0 -W GKft6te; �qs -purrs �A "r �� �� '7" °gIY�lA�OaG�i /•%.Nf V Q r� vl -0 �_ :•:iii : . > �-G- `r`•` - - -OHU- v _ m �r •aa - O- 0 .N. ♦Q -O U` h z 2" M.A.R. Z o w a . co o I A o EXIST. OVERHEAD ry �- :- } c� a n UTILITIES TO REMAIN 1 �' 2 ai N 6 EXIST. +� AND ANCHOR �- Q TO REMAIN Q o < 3 PROPOS "HP GAS ° ^- ui cii w "¢ EXISTING! 2" HP GAS • �' '' ' � tO F w STA. 7 +73.69 o w • ' ' ' `�' Gig cA rn OFFSET 16.32' RT _� �- a w o r'\r N6 rrjrl /�L aIV)a_ 3_ CA Z R ' 3 2 3 =oc ; 1Z: pJ\JI F PORTION OF EXISTING • t = AC BERM AND PORTION ❑ CUR13 DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 74'l7'2S" 35.00' 1 4539' 61, G -1 0 H 2 N 00'3S'i6" E - 114.77' 3, IN 00'39'16" E OZ N N N 00'39'16- E 27 -35' 6" AC ERM 5 N 00'39'16" E - 37.0.5' " 6 36 "45'13" 30.00' 19.24' " ' OF MASONRY RETAINING ; {• "� SEE T 4 WALL To BE RJM °�e°'J SEE SHEET 3 WATER LATERAL TABLE LOT TOP OF CURB STATION NO. ELEVATION 4 79.15 4 +77 y 3 N OLY 3 16 ' E I - 1 117.55' 1 2" CENTER LINE DATA qFWF7R LATERALL -I AHI IF RADIUS LENGTH REMARKS INSTALL `' r E - 377.11' 1 INV. DEPTH BACKWATER CONCRETE tO LOT CURB INV. DROP SLOPE REMARKS ENCASEMENT Q V's �9 AT CURB L VALVE IN PUBLIC SEWER LINE DATA DELTA /BRG. RADIUS LENGTH REMARKS I N 00'39'16" E I - 1 157.12' 1 8" PVC SDR -35 NO. ELEV. R. MAIN TO MAIN % BELOW STATION UNDER 6 CURB Z ( - LINE T.C. AT P/L ACCORD. 10 5 -1 2" OR AS ° (0" HT x 15" DEEP) SEC. 710 GRAVEL PAVE / 6 MIN. M � A B C D E F G OF UBPC RECOMMENDED CLASS II AB 520 -C -2500 r 4 79.07 73.07 28,50' 71.66 1.2 2.1 6.0 4 +68 NO YEg PER SOILS ENGINEER CONCRETE ' ' MANHOLE ID NUMBER UPS MH PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE (ADDRESS) MH RIM EL. MH INVERT EL. MH DEPTH (FT.) MANHOLE TYPE NO. OF LINES COORDINATES LENGTH DIA. MATERIAL UPSTREAM DOWNSTREAM FEET FEET ANG,STD,DE,DRP,SMT THROUGH MH UPS DWN X Y (FEET) (IN) (%) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DOWN UPS DOWN UPS DOWN UPS DOWN UPS DOWN 03 -1140 03 -0931 6239178.92 1975459.25 157.12 8 PVC 1.0% SHERIDAN RD PUBLIC STREET SHERIDAN RD PUBLIC STREET 79.46 79.20 71.68 70.13 7.78 9.07 C.O. STD 1 2 DETAIL B: CONCRETE DRIVEWAY Ld V) Z APPROACH FOR LOTS 1, 2, 3& 4 Z W W NO SCALE L D Q E3 DFSjjFD JL I JHP APF'FK)VALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, LLJ Q n PLANS PREPARED UNDER SUPERVISI ❑N ❑F RECOMMENDED � BY APPR ❑VE�� IMPROVEMENT PLANSCFITY DATE BY; 411 ENCINITAS TRACT NO. 04 -066 9336-1 7� R,C,E, NO, (y512¢ DATE: _[L DATE: S'f re. j0?aeS 4.30 1 EXP, WORK PROJECT NO. SHEET 2 OF S PA r r Q P PUBLIC STORM D DRAIN DATA O OZ N N CONCRETE DRIVEWAY 1 12' 3 3.0 S SHERIDAN ROAD p p NO D DELTA BRG. RADIUS L LENGTH REMARKS T 1 N N 00'39'16" E - - 3 32.02' 1 118" RCP D -1350 @ 0.5% TO GARAGE 2 2 N N 82'45'15" E I I - 1 1 37.03' 1 1 ^ ^ y 3 N OLY 3 16 ' E I - 1 117.55' 1 2" CENTER LINE DATA qFWF7R LATERALL -I AHI IF RADIUS LENGTH REMARKS INSTALL `' r E - 377.11' 1 INV. DEPTH BACKWATER CONCRETE tO LOT CURB INV. DROP SLOPE REMARKS ENCASEMENT Q V's �9 AT CURB L VALVE IN PUBLIC SEWER LINE DATA DELTA /BRG. RADIUS LENGTH REMARKS I N 00'39'16" E I - 1 157.12' 1 8" PVC SDR -35 NO. ELEV. R. MAIN TO MAIN % BELOW STATION UNDER 6 CURB Z ( - LINE T.C. AT P/L ACCORD. 10 5 -1 2" OR AS ° (0" HT x 15" DEEP) SEC. 710 GRAVEL PAVE / 6 MIN. M � A B C D E F G OF UBPC RECOMMENDED CLASS II AB 520 -C -2500 r 4 79.07 73.07 28,50' 71.66 1.2 2.1 6.0 4 +68 NO YEg PER SOILS ENGINEER CONCRETE ' ' MANHOLE ID NUMBER UPS MH PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE (ADDRESS) MH RIM EL. MH INVERT EL. MH DEPTH (FT.) MANHOLE TYPE NO. OF LINES COORDINATES LENGTH DIA. MATERIAL UPSTREAM DOWNSTREAM FEET FEET ANG,STD,DE,DRP,SMT THROUGH MH UPS DWN X Y (FEET) (IN) (%) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DOWN UPS DOWN UPS DOWN UPS DOWN UPS DOWN 03 -1140 03 -0931 6239178.92 1975459.25 157.12 8 PVC 1.0% SHERIDAN RD PUBLIC STREET SHERIDAN RD PUBLIC STREET 79.46 79.20 71.68 70.13 7.78 9.07 C.O. STD 1 2 DETAIL B: CONCRETE DRIVEWAY Ld V) Z APPROACH FOR LOTS 1, 2, 3& 4 Z W W NO SCALE L D Q E3 DFSjjFD JL I JHP APF'FK)VALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, LLJ Q n PLANS PREPARED UNDER SUPERVISI ❑N ❑F RECOMMENDED � BY APPR ❑VE�� IMPROVEMENT PLANSCFITY DATE BY; 411 ENCINITAS TRACT NO. 04 -066 9336-1 7� R,C,E, NO, (y512¢ DATE: _[L DATE: S'f re. j0?aeS 4.30 1 EXP, WORK PROJECT NO. SHEET 2 OF S PUBLIC SEWER LINE DATA DELTA /BRG. RADIUS LENGTH REMARKS I N 00'39'16" E I - 1 157.12' 1 8" PVC SDR -35 NO. ELEV. R. MAIN TO MAIN % BELOW STATION UNDER 6 CURB Z ( - LINE T.C. AT P/L ACCORD. 10 5 -1 2" OR AS ° (0" HT x 15" DEEP) SEC. 710 GRAVEL PAVE / 6 MIN. M � A B C D E F G OF UBPC RECOMMENDED CLASS II AB 520 -C -2500 r 4 79.07 73.07 28,50' 71.66 1.2 2.1 6.0 4 +68 NO YEg PER SOILS ENGINEER CONCRETE ' ' MANHOLE ID NUMBER UPS MH PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE (ADDRESS) MH RIM EL. MH INVERT EL. MH DEPTH (FT.) MANHOLE TYPE NO. OF LINES COORDINATES LENGTH DIA. MATERIAL UPSTREAM DOWNSTREAM FEET FEET ANG,STD,DE,DRP,SMT THROUGH MH UPS DWN X Y (FEET) (IN) (%) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DOWN UPS DOWN UPS DOWN UPS DOWN UPS DOWN 03 -1140 03 -0931 6239178.92 1975459.25 157.12 8 PVC 1.0% SHERIDAN RD PUBLIC STREET SHERIDAN RD PUBLIC STREET 79.46 79.20 71.68 70.13 7.78 9.07 C.O. STD 1 2 DETAIL B: CONCRETE DRIVEWAY Ld V) Z APPROACH FOR LOTS 1, 2, 3& 4 Z W W NO SCALE L D Q E3 DFSjjFD JL I JHP APF'FK)VALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, LLJ Q n PLANS PREPARED UNDER SUPERVISI ❑N ❑F RECOMMENDED � BY APPR ❑VE�� IMPROVEMENT PLANSCFITY DATE BY; 411 ENCINITAS TRACT NO. 04 -066 9336-1 7� R,C,E, NO, (y512¢ DATE: _[L DATE: S'f re. j0?aeS 4.30 1 EXP, WORK PROJECT NO. SHEET 2 OF S ' ' MANHOLE ID NUMBER UPS MH PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE (ADDRESS) MH RIM EL. MH INVERT EL. MH DEPTH (FT.) MANHOLE TYPE NO. OF LINES COORDINATES LENGTH DIA. MATERIAL UPSTREAM DOWNSTREAM FEET FEET ANG,STD,DE,DRP,SMT THROUGH MH UPS DWN X Y (FEET) (IN) (%) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DOWN UPS DOWN UPS DOWN UPS DOWN UPS DOWN 03 -1140 03 -0931 6239178.92 1975459.25 157.12 8 PVC 1.0% SHERIDAN RD PUBLIC STREET SHERIDAN RD PUBLIC STREET 79.46 79.20 71.68 70.13 7.78 9.07 C.O. STD 1 2 DETAIL B: CONCRETE DRIVEWAY Ld V) Z APPROACH FOR LOTS 1, 2, 3& 4 Z W W NO SCALE L D Q E3 DFSjjFD JL I JHP APF'FK)VALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, LLJ Q n PLANS PREPARED UNDER SUPERVISI ❑N ❑F RECOMMENDED � BY APPR ❑VE�� IMPROVEMENT PLANSCFITY DATE BY; 411 ENCINITAS TRACT NO. 04 -066 9336-1 7� R,C,E, NO, (y512¢ DATE: _[L DATE: S'f re. j0?aeS 4.30 1 EXP, WORK PROJECT NO. SHEET 2 OF S DETAIL B: CONCRETE DRIVEWAY Ld V) Z APPROACH FOR LOTS 1, 2, 3& 4 Z W W NO SCALE L D Q E3 DFSjjFD JL I JHP APF'FK)VALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, LLJ Q n PLANS PREPARED UNDER SUPERVISI ❑N ❑F RECOMMENDED � BY APPR ❑VE�� IMPROVEMENT PLANSCFITY DATE BY; 411 ENCINITAS TRACT NO. 04 -066 9336-1 7� R,C,E, NO, (y512¢ DATE: _[L DATE: S'f re. j0?aeS 4.30 1 EXP, WORK PROJECT NO. SHEET 2 OF S N SCALE. 1 " =20' SPECIAL NOTE: EXISTING PAVEMENT ON ANDREW AVENUE D TO BE CORED AND TESTED BY SOILS ENGINEER FOR STRUCTURAL QUALITY TO MEET MINIMUM CITY STANDARDS. IF IT DOES NOT MEET CITY STANDARDS, THE DEVELOPER SHALL REMOVE THE EXISTING PAVEMENT AND PROVIDE NEW AC AND BASE FOR HALF THE WIDTH PLUS A MINIMUM OF 10' SOUTH OF THE CENTERLINE. OTHERWISE, PAVE AND OVERLAY AS SHOWN ON TYPICAL STREET SECTION ON SHEET 1, AND /OR AS RECOMMENDED BY SOILS ENGINEER. 3 REVISI ❑NS '1CAL S:ECTIOP NN ROAD BE1 APPROVED DATE H Ia 11+00 TF-3ACT INC), 03-009 O�IQ� JVJA 1\10, J 4974 LJ7 J M ni (LWD NO. 03 -0790) ± Q EXIST. SEWER M.H. STA. 10 +60 N EXIST. WALKWAY EXIST. SWALE SEE DWG. N0. 9117 -I 11 +00 --j FO W i M I CAU110N! EXISTING 3" HP GAS Lo Q cV �r I 0 c 12 +00 SEE SHEET 5 EXISTING 2" WATER METER TO BE REMOVED AND 2" WATER SERVICE TO BE ABANDONED AT MAIN SEWER C.O. RIM ELE 4 78.23 n m I.E. 72.04 C S + a W °� w 0 E3jiIw N EXIST: 8 WP - - - F0: - fXLST. 6 ". -WATER - -- EXIST. POWER POLE P A ri (0 r L J P A i iS (j r L 2 SEWER M.H. 02 CAUTION! I (LWD N0. 03 -1100) EXIST. UNDERGROUND I STA. 12 +58.33 FIBER OPTICS p1\iJ -158745, I I I I ❑ CURB DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 N 74°56'41" E I - 198.31' 6" G -1 0 CENTER LINE DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 N 74 °56'41" E - 233.91' REFERENCES DATE BENCH MARK SCALE 1365 -I, 9117 -I PER NORTH COUNTY VERTICAL CONTROL BOOK, NO OC 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL 1' =20' SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH A SURFACE. VERTICAL 11=$' ELEVATION = 59.30R E-i 13 +00 8" STA. 8 +35.32 SHERIDAN ROAD= STA. 13 +87.24 ANDREW AVENUE SEWER C.O. T/ I.E. 75.66 -PCR 13 +51.64 r r r. w XIST. POWER POLE (ADJUST TO GRADE) SEWER LATERAL TABLE LOT NO. TOP OF CURB ELEVATION STATION 1 80.52 13 +03.33 9 77.79 12 +20.33 INSTALL LOT N0. CURB ELEV. INV. AT CURB LGTH. INV. DROP SLOPE DEPTH BELOW REMARKS BACKWATER VALVE IN CONCRETE ENCASEMENT LINE MAIN TO MAIN % T.C. AT PA STATION ACCORD. W/ UNDER SEC. 7100 GRAVEL PAVE A B C D E F G 1 80.72 74.22 26.50' 72.03 1.2 9.9 6.50 13 +08.33 OF UBPC YES YES 9 77.93 1 71.59 26.50' 69.81 1.2 1 4.2 6.50 12 +25.33 NO YES AM N ' n rn >/ nx U / a L 00 14 +00 SEE SHEET 2 EXIST. F.H. . _ h _ 1400 rt 0 �Q EXIST. POWER POLE Q Q // rn WATER LATERAL TABLE LOT NO. TOP OF CURB ELEVATION STATION 1 80.52 13 +03.33 9 77.79 12 +20.33 JHP JL I JHP APPROVALS PLANS PREPARED UNDER SUPERVISI ❑N ❑F,. tBY ❑MMENDED APPR ❑V DATE : $ .�' BY: R,C,E. NO.: (De124 ✓f&W .J coe-T '_ / R 3o ('3 E• g W O c DATE: BQ 05 EXP, R/W 2.5 PLANTING 2"x8" - REDWOOD _ 27' 4.5' S' S' 12' PLANTING STRIP 2't Iq:t I 12' 8' WALKWAY ! ELEV. SHOWN 2> ?.•7 I ' ON PLAN I I 3.1 I� 27. 9� i "x 8" REDWOOD SAW CUT - G" AC BERM c ADER NEW A.C. PAVING AND BASE PER AC RESURFACING MIN, 4" D.G. GRAVEL PAVE CITE STANDARDS MIN.4 AC SIDEWALK OVER, 4° OR EQUAL SEE OVER 6" CLASS 11 AB, T.I. =60' (SEE SPECIAL CLASS II BASE DETAIL SHEET 2 NOTE ON SHEET COMPACTED TO 907, �" CURB (0" HT x 15" DEEP) I`YPICAL SECTION -SHERIDAN ROAD STA. 7b00.55 TO STA. 7 +78.55 - FOR PLAN VIEW AND PROFILE, SEE SHEET Q NO SCALE PA CONCRETE DRIVEWAY 10' I 3.0' ANDREW AVENUE TO GARAGE Ir- �6" CURB 5 -1/2" OR AS 6" MIN. (0" HT x 15" DEEP) RECOMMENDED CLASS 11 AB 520 -C -2500 PER SOILS ENGINEER CONCRETE DETAIL 'B': CONCRETE DRIVEWAY APPROACH FOR LOT 9 NO SCALE MIN. 4" D.G. SIDEWALK PEA GRAVEL WITH 1/2" OVER 4" CLASS II BASE COVER OVER CUPS COMPACTED TO 90% 5 5 6" ANDREW AVENUE WALKWAY 1 2.5 2.5' 2% GRAVEL PAVE OR EQUAL 1. 1. 27 TO 47 ++ + + 3" 2% 6 MIN. HEADER 6" MIN. CLASS R AB �1 I`-I -I I- -''_ -' _- 1 r �(0 "CHTB 15" DEEP) COMPACTED SUBGRADE;� 1 95% MODIFIED PROCTOR �" "� FILTER FABRIC ATTACHE DENSITY TO BOTTOM OF GRAVEL ANDREW AVENUE GRAVEL PAVE DRAINAG'AvbETAIL NO SCALE (GRAVEL PAVE 1- 800 -233 -1510) SEE MANUFACTURE'S SPECIFICATIONS FOR INSTALLATION CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NI IMPROVEMENT PLAN CITY . OF ENCINITAS TRACT NO 04 -066 1 ' 9336 -I WORK PROJECT NO, SHEET 3 OF 5 a N � � I 2 \ �v LLJ � N L Q 9 zA -- __ 0 Ld Z Lj 0 Z LLJ LLJ I--IQ�Z LD1=10 Z f� _ LLJ Q d El PRIVATE CURB DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 90'00'00" 25.00' 39.27' 6 G -1 0" HT 2 S 89'20'44" E - 93.72' " 3 105'43'05" 28.00' 51.66' " 4 74'16'55" 28.00' 36.30' " 5 S 89'20'44" E - 116.23' " 6 90'00'00" 25.00' 39.27' " REMARKS VALVE IN UNDER CRASS NO. ELEV. 6239073.34 1975284.49 MAIN TO MAIN % T.CB A� PA JAMESTOWN PL ACCORD. W/ PAVE EASEMENT 80.00 SEC. 7100 SEC. 73.84 A B C D E F G CITY OF ENCINITAS TRACT NO. 04 -M 16_- Q/ z OF UBPC 3 79.70 74.33 20.04' 73.82 0.3 2.0 5.37 2 +05.50 NO YES 5 1 79.49 1 74.30 1 21.87' 1 73.75 1 0.3 1 2.0 1 5.19 1 2+12.00 1 NO YES SURFACE, S(EN Joarrg 1,30-18 ELEVATION = 59.308 EXP, WORK PROJECT NO, SHEET 4 OF 5 .R 4.5 UR RETURN o 4 a 9A 75' 3.30 co O N r W O n _: 125% 3 1.0 ^ ^ 41 -4 O N R ERL O CL RB GUTFER otti 0 0 0 10 CROSS o Cl rl N o a ° 6 " CL R cj co � N GRADE AT N+ w + m N o �a of + c6 z % IN. P 5 *- XIS NG GROUND o o 7 .42 Q 3 _H ° + N J c0 M + U O _ Q M X O r 'n z ¢ 2 s N ifl Q a W fn (J N � 3 e ^ CURB R R DIN '9.2T MR LRIJI IF IN 4.5 ' 14.15' M + ' J O + co ¢ O Q O r, 00 °^° ^ 3.2 TO O SOUTHERLY O CURB N F L TEW WAY P / R. 117==18 -MYCAJES EX157M, L V O 3 +00 2 +00 1 +00 El PRIVATE CURB DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 90'00'00" 25.00' 39.27' 6 G -1 0" HT 2 S 89'20'44" E - 93.72' " 3 105'43'05" 28.00' 51.66' " 4 74'16'55" 28.00' 36.30' " 5 S 89'20'44" E - 116.23' " 6 90'00'00" 25.00' 39.27' " 38' PUBLIC SEWER EASEMENT AND WATER EASEMENT 24' PRIVATE ROAD EASEMENT, AND SEE SHEET 5 SEE SHEET 2 UTILITY AND EMERGENCY ACCESS EASEMENT 6' PRIVATE 4' 12' 12' DRAINAGE EASEMENT 4' �. SEWER C.O. SEWER C.O. i - °' RIM EL. 79.52 3 0 �- ELEV. SHOWN \ -- : - - - :_ W +I RIM ELEV. 79.73 0_ _ UTILITY UTILITY I.E. 74.45 - :- ..N_ : - - -s- :: NI I LE. 74.48 { / EASEMENT ON PLAN EASEMENT 6' PRIVATE - - - 7 _ . __ : 1 °� a� n a DRAINAGE NI ��+¢ STA. 1 +93 EASEMENT PCR 6+10.95 27 CENTER LINE DATA - PRIVATE DRIVEWAY ° +W q �. - 2% 2 %, 4° O \ 4 IN ° "NO PARKING PCR 1 +37 2" M.A.R. 2% -Ir NO DELTA BRG. RADIUS LENGTH REMARKS h$ �`V O W C ALLOWED" SIGN INSTALL "NOT A� 1 S 8920 44 E - 181.45' : _ _- W 1� I .^ S S W 5 r THROUGH STREET 6 a " D �o SIGN W -53 } -_ _ a NEW A.C. PAVING AND BASE SEE ;o - -.__ �, STA. 1+50• - SEE SHEET 2 6" CURB GENERAL NOTE NO. 2) MIN. 4' AC 6" CURB O PUBLIC SEWER LINE DATA t? - - - - ` .: o" HT x 15" OVER 6" CLASS R AB, T.I . =5.0' . . a F _ W . .8 �� p2 . a - - - - FOR WATER &LINE (DEEP) (0" HT x 15" DEEP) GRASS PAVE I EQUAL, v NO DELTA BRG. RADIUS LENGTH REMARKS • :::_ :::. =:::: :: - : : :. : -: _ : : :: :: :...._:::.-:. -: -: W W y - CONNECTION SEE DETAIL THIS SHEET 1 S 74 5611 W - 79.97 8 PVC SDR -35 - W 2 ::::::::: -: :._ .....: W_.3-_.__ ..:...... . :.:- :.: :.- _ ; ; w :- :. TYPICAL SECTION wa.Y (PRIVATE) ....... -... } --- ----- 1�, -� :,:. :.: RT C E) IJ.I _ -_ � -_ _ . ......... ... .. _.... ...,. .. ....., nip urrivuo.r,ru rir«.ni i�t i JAMESTOWN PLACE -STA. 1+15 4' UTILITY - EASEMENT a,T W z PUBLIC UTILITY AND °a, a� STREET SURVEY MONUMENT 6' JAMESTOWN PLACE �° of EMERGENCY ACCESS I �- �- PERM-10 0 ^ N.- C EASEMENT PER MAP TOP OF GRASS ROOT 3' 3' PRIVATE STREET ° 1 _ CONCRETE DRIVEWAY o I„o� STA. 2 +05 SEWER C.O. PCR 1 +37 _ - - - 3' 3' MASS (1" ABOVE TOP TO GARAGE SEWER M.H. - - - -_ - - _ _ 3 LL N NO PARKING LWD NO. 03 -1130 INSTALL STREET AND OF RING) TO (LWD NO. 03 -1110) :.;_ - i v; ALLOWED" SIGN STOP SIGN R -1 _ p a STA. 2 +03.57 - W- - ---- ------ GRASS PAVE CUPS 1" 2% � 3" 2 OR EQUAL PUBLIC SEWER EASEMENT GRANTED TO .......... _ LWD PER DOC. N0.2005- Qi347i7, PCR 6 +84.95 RECORDED TuME s7 .2005, O.R. �. n .. J r WATER EASEMENT GRANTED TO SAN 2 x 8" - 6' 4" ^v 15" j + REDWOOD 6 "MIN. 6" CURB DIEGUITO WATER DISTRICT PER MAP ^ HEADER 0" HT x 15" DEEP_ 5-1/2" OR AS 6" MIN. ( ) \ 1 4� �.. "a . -' �} } 1 6" CURB O RECOMMENDED CLASS II AB 520 -C -2500 -��� �1 1 I�k-� ''. (0" HT x 15" DEEP) �' PER SOILS ENGINEER CONCRETE SEE SHEET 5 SEE SHEET 2 6" MIN. CLASS II AB ���'!'i'�"'��'! CONCRETE SAND � (COMPACTED ,� 1 } _' ="'� (CLEAN. SHARP SAND) 2 DETAIL 'A': CONCRETE DRIVEWAY APPROACH FOR LOT 5 - SANDY GRAVEL) _ �I 1 COMPACTED SUBGRADE, 95% NO SCALE MODIFIED PROCTOR DENSITY LI_I V N �RpFESSlO,V�I O 10 zo 40 80 PRIVATE STREET GRASS PAVE DRAINAGE DETAIL (GRAVEL PAVE 1- 800 - 233 -1510) o JAN R. ✓per q N No.65124 clvill� c1' SEWER Q PUBLIC WATER LINE DATA ... \ 1 1 ::: _... �,.�- - °"� a :_: - " "t- s ...:: �� a4 " "' :. 1- - - - -- . " " "" 2 a 2 +17.00 - 79.96 STA. 1 +50.00 TO STA. 2 +30.72 NO SCALE N INSTALL MARATHON III TURF r AND/OR AS RECOMMENDED B QHGRInAN anen QTA aid? Or 1 A Y 2 p kA INSTALL CONCRETE Li z J1J W ¢- - - NO DELTA BRG. RADIUS LENGTH REMARKS 1 S 89'20 44 E - 135.72' 8" PVC C -900 CL -200 2 S 89'20 44 E - 47.79' 4" PVC C -900 CL -200 LGTH. INV. IJ.I _ -_ � -_ _ . ......... ... .. _.... ...,. .. ....., nip urrivuo.r,ru rir«.ni i�t i JAMESTOWN PLACE -STA. 1+15 4' UTILITY - EASEMENT a,T W z PUBLIC UTILITY AND °a, a� STREET SURVEY MONUMENT 6' JAMESTOWN PLACE �° of EMERGENCY ACCESS I �- �- PERM-10 0 ^ N.- C EASEMENT PER MAP TOP OF GRASS ROOT 3' 3' PRIVATE STREET ° 1 _ CONCRETE DRIVEWAY o I„o� STA. 2 +05 SEWER C.O. PCR 1 +37 _ - - - 3' 3' MASS (1" ABOVE TOP TO GARAGE SEWER M.H. - - - -_ - - _ _ 3 LL N NO PARKING LWD NO. 03 -1130 INSTALL STREET AND OF RING) TO (LWD NO. 03 -1110) :.;_ - i v; ALLOWED" SIGN STOP SIGN R -1 _ p a STA. 2 +03.57 - W- - ---- ------ GRASS PAVE CUPS 1" 2% � 3" 2 OR EQUAL PUBLIC SEWER EASEMENT GRANTED TO .......... _ LWD PER DOC. N0.2005- Qi347i7, PCR 6 +84.95 RECORDED TuME s7 .2005, O.R. �. n .. J r WATER EASEMENT GRANTED TO SAN 2 x 8" - 6' 4" ^v 15" j + REDWOOD 6 "MIN. 6" CURB DIEGUITO WATER DISTRICT PER MAP ^ HEADER 0" HT x 15" DEEP_ 5-1/2" OR AS 6" MIN. ( ) \ 1 4� �.. "a . -' �} } 1 6" CURB O RECOMMENDED CLASS II AB 520 -C -2500 -��� �1 1 I�k-� ''. (0" HT x 15" DEEP) �' PER SOILS ENGINEER CONCRETE SEE SHEET 5 SEE SHEET 2 6" MIN. CLASS II AB ���'!'i'�"'��'! CONCRETE SAND � (COMPACTED ,� 1 } _' ="'� (CLEAN. SHARP SAND) 2 DETAIL 'A': CONCRETE DRIVEWAY APPROACH FOR LOT 5 - SANDY GRAVEL) _ �I 1 COMPACTED SUBGRADE, 95% NO SCALE MODIFIED PROCTOR DENSITY LI_I V N �RpFESSlO,V�I O 10 zo 40 80 PRIVATE STREET GRASS PAVE DRAINAGE DETAIL (GRAVEL PAVE 1- 800 - 233 -1510) o JAN R. ✓per q N No.65124 clvill� c1' SEWER LATERAL TABLE TOP OF CURB ELEVATION STATION 2 79.81 2 +17.00 3 79.96 1 +97.50 8 INSTALL CONCRETE Li z J1J W INV. UPSTREAM DOWNSTREAM X Y ADDRESS DEPTH ADDRESS BACKWATER ENCASEMENT LOT CURB ATLINERB LGTH. INV. DROP SLOPE UPS REMARKS VALVE IN UNDER CRASS NO. ELEV. 6239073.34 1975284.49 MAIN TO MAIN % T.CB A� PA JAMESTOWN PL ACCORD. W/ PAVE EASEMENT 80.00 SEC. 7100 SEC. 73.84 A B C D E F G CITY OF ENCINITAS TRACT NO. 04 -M 16_- Q/ z OF UBPC 3 79.70 74.33 20.04' 73.82 0.3 2.0 5.37 2 +05.50 NO YES 5 1 79.49 1 74.30 1 21.87' 1 73.75 1 0.3 1 2.0 1 5.19 1 2+12.00 1 NO YES WATER LATERAL TABLE LOT NO. TOP OF CURB ELEVATION STATION 2 79.81 2 +17.00 3 79.96 1 +97.50 8 78.55 2 +73.51 NO SCALE Q 9 SCALE. l = 20 � SEE MANUFACTURE'S SPECIFICATIONS FOR INSTALLATION MANHOLE ID NUMBER UPS MH COORDINATES PIPE LENGTH (FEET) PIPE DIA. (IN) PIPE MATERIAL SLOPE (%) LOCATION OF MANHOLE (ADDRESS) MH RIM EL. FEET MH INVERT EL. FEET MH DEPTH (FT.) MANHOLE TYPE ANG,STD,DE,DRP,SMT NO. OF LINES THROUGH MH Li z J1J W UPS DAN UPSTREAM DOWNSTREAM X Y ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DOWN UPS DOWN UPS DOWN UPS DOWN UPS DOWN W Q C_ 03 -1130 03 -1110 6239073.34 1975284.49 79.97 8 PVC 1.0% JAMESTOWN PL EASEMENT JAMESTOWN PL EASEMENT 80.00 78.56 73.84 72.86 6.16 5.70 C.O. STD 1 2 CITY OF ENCINITAS TRACT NO. 04 -M 16_- Q/ z L7 Q I] ZA= REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE JHP JL JH APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NEI, W Q C_ 6'0 1 CX*066 i .1 1365 -I, 9117 -I PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMENDE , APPROVE IMPROVEMENT PLANS FOR1 qs 8us�x$ ( BOOK, NO OC 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL 1' =20' DATE Is'il 1BYl X BY CITY OF ENCINITAS TRACT NO. 04 -M 9336 -1 SW CORNER OF CONCRETE WALK - STANDARD DISK FOUND FLUSH WITH VERTICAL 1, =8, R.C.E. NO. DATE; gl4' OS 8 �✓� DATE; SURFACE, S(EN Joarrg 1,30-18 ELEVATION = 59.308 EXP, WORK PROJECT NO, SHEET 4 OF 5 34' PUBLIC SEWER EASEMENT AND WATER EASEMENT 20' PRIVATE ROAD EASEMENT, AND UTILITY AND EMERGENCY ACCESS EASEMENT 4 10' I 10' UTILITY ELEV. SHOWN HT P) x 15" OVER 6" CLASS II AB, T.I . =5.0' (0" HT x 15" DEEP) TYPICAL SECTIO STEWARD- WAY 6' PRIVATE NAGE EASEMENT. 4' UTILITY EASEMENT GRASS PAVE OR EQUAL, SEE DETAIL SHEET 4 11 PUBLIC SEWER LINE DATA NO PRIVATE CURB DATA NO DELTA BRG. N 15'03'49" W RADIUS LENGTH REMARKS 1 S 74'56'11" W N 15'03'49" W - 20.00' 1 6 G -1 0 HT 2 N 15'03149" W SEWER M.H. #2 (LWD NO. 03 -1100) - 147.65' " 3 N 74'56'11" E CURB - 20.00' " 4 N 15'03'49" W ALLOWED" SIGN 2" B.O. "'I - 64.54' " 0 CENTER LINE DATA - PRIVATE DRIVEWAY NO DELTA BRG. RADIUS LENGTH REMARKS 1 N 15'03'49" W I - 1 147.65' O PUBLIC SEWER LINE DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 N 15'03'49" W - 208.40' 8" PVC SDR -35 2 N 15'03'49" W - 103.85 " Q PUBLIC WATER LINE DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 1 N 15'03'49" W I - 1 63.50' 4" PVC C -900 CL -200 QI SCALE C-20' rl WATER EASEMENT GRANTED TO SAN DIEGUITO WATER DISTRICT PER MAP PUBLIC SEWER EASEMENT GRANTED TO - LWD PER DOC. NO. 2005 -D536127 RECORDED -nm: 27 2005, O.R. 6"x 36" PRIVATE - CATCH BASIN DRAINAGE TG 76.80 EASEMENT IE 72.76 16' DWY. 6 �- SEWER RIM ELEV. 77.51 I.E. 74.59 SEWER C.O. (LWD NO. 03 -1120) STA. 3 +64.20 OFFSET 5.00' LT. n n 1 STEWART WAY 3 +00 2 SEE SHEET 4 4 Q i° n EMERGENCY ACCESS ALLOWED" SIGN o iN 77.12 3 +45.20 EASEMENT PER MAP 7 INSTALL 74'16'55" BEND 8 SEE SHEET 4 °Q STA. 2 +88.35 N SEWER M.H. #2 (LWD NO. 03 -1100) N 5 OFFSET 5.00' RT I DOWN _ SEWER C.O. F CURB SEE GRADING PLANS T STA. 3+50 "'I "NO PARKING DROP I.E. 73.59 9336 -G FOR STORM DRAIN BELOW ALLOWED" SIGN 2" B.O. "'I _ -::==-===-- ------ NO. Q % i �s 1.0% MAIN 2 SEWER oPUBLIC UTILITY AND-' "NO PARKING 3 rn 5 i° n EMERGENCY ACCESS ALLOWED" SIGN o iN 77.12 3 +45.20 EASEMENT PER MAP 7 INSTALL CONCRETE 8 SEE SHEET 4 °Q � N SEWER M.H. #2 (LWD NO. 03 -1100) N + I DOWN BACKWATER SEWER C.O. M CURB SEE GRADING PLANS RIM ELEV. 78.46 d N DROP I.E. 73.59 9336 -G FOR STORM DRAIN SEWER LATERAL TABLE TOP OF CURB ELEVATION STATION 5 77.45 3 +42.20 6 77.12 3 +45.20 7 P INSTALL CONCRETE 8 SEE SHEET 4 I ADDRESS DESCRIPTION SEWER M.H. #2 (LWD NO. 03 -1100) DESCRIPTION UPS I DOWN BACKWATER ENCASEMENT LOT CURB AT CURB LGTH. INV. DROP SLOPE BELOW REMARKS VALVE IN UNDER NO. ELEV. LINE 1.0% MAIN TO MAIN % T.C. AT P/L STATION ACCORD. W/ GRASS PAVE 72.86 3.54 SEC. 710 C.O. A B C D E F G 11975263.71 208.40 OF UBPC PVC 2 78.50 73.22 16.98' 72.62 0.33 2.0 5.28 2 +34.20 NO NO 6 77.48 74.56 1 17.65' 73.95 0.33 2.0 2.92 3 +61.20 NO NO 7 78.42 73.57 1 6.50' 73.18 0.33 2.0 4.85 2 +83.85 NO NO 8 78.83 73.33 1 6.50 72.71 0.56 2.0 5.50 2 +43.85 NO NO SEWER M.H. #3 (LWD NO. 03 -1110) STA. 2 +60.35 OFFSET 5.00' LT. SEWER C.O. RIM ELEV. 78.5 S PCR 2+29_20 -A v B ° $.- 5' - WATER LATERAL TABLE LOT NO. TOP OF CURB ELEVATION STATION 5 77.45 3 +42.20 6 77.12 3 +45.20 7 P 77.78 3 +48.85 8 SEE SHEET 4 X Y SEWER C.O. RIM ELEV. 78.85 I.E. 73.36 ozzli ] iESiIl] SEE SHEET 3 2 UPS MH COORDINATES PIPE LENGTH (FEET) PIPE DIA. (IN) PIPE MATERIAL _ 0 LOCATION OF MANHOLE (ADDRESS) MH RIM EL FEET MH INVERT EL. FEET MH DEPTH (FT.) MANHOLE TYPE (ANG,STD,DE,DRP,SMT) NO. OF LINES THROUGH MH UPS DWN UPSTREAM DOWNSTREAM X Y ADDRESS DESCRIPTION SEWER M.H. #2 (LWD NO. 03 -1100) DESCRIPTION UPS I DOWN _ rl I DOWN PUBLIC SEWER EASEMENT GRANTED TO STA. 0+51.95 DOWN UPS DOWN UPS DOWN LWD PER DOC. NO. 2005 - (,7 7 03 -1110 6238969.13 1975363.99 103.85 REC. SyNC 27 . 2005, O.R. PVC 1.0% j EASEMENT JAMESTOWN PL. EASEMENT 77.53 78.56 i 72.86 3.54 ° C.O. STD 1 2 03 -1110 2+00 1 +00 103-1100 6238996.12 11975263.71 208.40 8 PVC 1.0% JAMESTOWN PL. EASEMENT ANDREW AVE. PUBLIC STREET 78.56 79.45 72.86 70.69 5.70 8.76 STD STD 2 2 _S o k=-4 S EXISTING 2" WATER METER TO BE-/ a-``. o REMOVED AND 2" WATER SERVICE TO BE ABANDONED AT MAIN ' -° - -� :: Lu- Lo cq _ - _ { (( 10' PRIVATE DRAINAGE EASEMENT _- SEE SHEET 3 s0 ttI Q LL, u7 QQ �i ttl LL, l PER S -8 STANDARD WYE - C4" P.V.C. SEWER LATERAL 8" SEWER" V ao V PLUG rn 8" P.Y.C. SEWER MAIN 00 SEWER CLEANOUT DETAIL AT STA. 3 +64.20 NO SCALE MANHOLE ID NUMBER UPS MH COORDINATES PIPE LENGTH (FEET) PIPE DIA. (IN) PIPE MATERIAL SLOPE ( %) LOCATION OF MANHOLE (ADDRESS) MH RIM EL FEET MH INVERT EL. FEET MH DEPTH (FT.) MANHOLE TYPE (ANG,STD,DE,DRP,SMT) NO. OF LINES THROUGH MH UPS DWN UPSTREAM DOWNSTREAM X Y ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS I DOWN UPS I DOWN UPS DOWN UPS DOWN UPS DOWN 03 -1120 03 -1110 6238969.13 1975363.99 103.85 8 PVC 1.0% JAMESTOWN PL. EASEMENT JAMESTOWN PL. EASEMENT 77.53 78.56 73.99 72.86 3.54 5.70 C.O. STD 1 2 03 -1110 1 103-1100 6238996.12 11975263.71 208.40 8 PVC 1.0% JAMESTOWN PL. EASEMENT ANDREW AVE. PUBLIC STREET 78.56 79.45 72.86 70.69 5.70 8.76 STD STD 2 2 A" REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑ JHP JL JHP -O-W e*AW F, 6,( l 1365 -I, 9117 -I PER NORTH COUNTY VERTICAL CONTROL BOOK, NO OC 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ❑N SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH SURFACE, ELEVATION = 59.308 HORIZONTAL 1' =20' VERTICAL 11=81 PLANS PREPARED UNDER SUPERVISI ❑N OF DATE `T is i R.C.E. NO. + iJ51 `i0�JE3 EXP. x"13 RECOMMENDED APPR ❑V BY: A BY DATE: 8l4l!>'S n < DATE IMPROVEMENT PLANS FOR: CITY OF ENCINITAS TRACT NO. 04 -066 WORK PROJECT NO, 9336 -1 5 SHEET 5 11 F 5 6' r"- -1 N Z O � W N W VN Q g z r w0 oz z0 LLJ LLJ I- Q� Z LD A 0 Z A LLIQ0-